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HomeMy WebLinkAboutTR-10196A Glenn Goldsmith, President ®V s®-//��® Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11911 Liz Gillooly �, ae Telephone(631) 765-1892 Elizabeth Peeples ® a� Fax(631) 765-6641 enum BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2125C Date: March 18, 2024 THIS CERTIFIES that the removal of existingfront ront porch steps and replace stringers risers &treads with new. Stair location to be maintained Existingstair air layout consist of(8)risers at 7 '/4"high. Stairs are approximately 9' 6"wide and come out T-7"from face of porch;total existing stems area approximately=77 SF; Related improvements would include stair footing replacement as well as related cosmetic improvements such as new railings; Front Entry Porch and steps 432 SF; Rear Deck: replace the existing deck structure throughout and provide for all new footings joists decking/floor finish and railings approximately 52'-6"x 13-9"and has new relocated stairs approximately 6'5"x4'8"• total built area is 797 SF; proposed rear deck maintains existing decking &provides for new relocated stairs 8'-3"x 4'-6 Total of 10 risers @ 7"(11"treads)new skirting and new railing; construct new roofed over, screened-in area is to be constructed on top of/part of existing deck; The screened in area on top of the existingdecking ecking is within the footprint of the existing deck The screened space will be open air and unconditioned; Screened in area is 15'-0"x 13'-9" or 203 SF. At 1035 Sebastian Cove Road, Mattituck, Suffolk County Tax Map#1000-100-3-11.14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated pursuant to which Trustees Administrative Permit#10196A Dated August 17, 2022,and Amended on May 17, 2023 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existingfront ront porch steps and replace stringers risers &treads with new. Stair location to be maintained Existingstair air layout consist of(8)risers at 7 '/4" high Stairs are approximately 9'-6°'wide and come out T-7"from face of porch;total existing steps area approximately=77 SF; Related improvements would include stair footing replacement as well as related cosmetic improvements such as new railings; Front Entry Porch and steps 432 SF; Rear Deck: replace the existing deck structure throughout and provide for all new footings joists decking/floor finish and railings approximately 52'- 6"x 13 9"and has new relocated stairs approximately6'5"x4'8"• total built area is 797 SF; proposed rear deck maintains existingdecking eck_ing&provides for new relocated stairs 8'-3"x 4'-6 Total of 10 risers na 7"G I"treads)new skirting and new railing; construct new roofed over, screened-in area is to be constructed on top of/part of existing deck; The screened in area on top of the existingdecking ecking is within the footprint of the existing deck. The screened space will be open air and unconditioned; Screened in area is 15'-0"x 13'-9"or 203 SF. The certificate is issued to SEAVILLE 641 LLC owners of the aforesaid property. a Authorized Signature Glenn Goldsmith,President pF SOUTH Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 ®��C®UN% BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: 3 15�2 INSPECTED BY: Ch. 275 Ch. 111 INSPECTION SCHEDULE , i Pre-construction, haybale line/silt boom/silt curtain 1 st day of construction % constructed Project complete, compliance inspection COMMENTS: in GP 10 1 q6A An� )A^ la'- A 5��71Z3 CERTIFICATE OF COMPLIANCE: Glenn Goldsmith,President ®F S0 Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoskii Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 COU{V'['d,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 18, 2023 Gisele C. Wilke Seaville 641 LLC 1035 Sebastian Cove Road Mattituck, NY 11952 RE: SEAVILLE 641 LLC 1035 SEBASTIAN COVE ROAD, MATTITUCK SCTM# 1000-100-3-11.14 Dear Ms. Wilke: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 17, 2023: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Administrative Permit#10196A to replace the existing deck structure throughout and provide for all new footings, joists, decking/floor finish and railings, in lieu of maintaining the existing deck as permitted. Rear Deck: is approximately 52'-6"x 13-9". New relocated stairs are approximately 6'5" x 4'8", total of risers 8 @7"'(11" treads).Total area: 797 sq.ft; and as depicted on the site plan prepared by Busch Associates Architects, last dated May 4, 2023, and stamped approved on May 17, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, A, Glenn Goldsmith President, Board of Trustees ii ARCHITECT- +I, BUSCH ASSOCIATES ARCHITECTS ,1 ury'I" I sx °I NY 90 WEST PArAIN STREET, MAY SHORE„ NY 11706 r Y I TEL.631.9C9.0900 AWNFL 2941 WEST SP 434 W,SUITE 400,LCINGWOOD,FL 32701 �zw .uds,:w'° ''Ia�• Tw TEL:407,979,4482 'IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE _ DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT ENGINEER SHALL AFFIX TO HSMER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY r® HIS,`HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC AO'o� AD "� n [ OR ' M P M DESCRIPTION OF THE ALTERATION ON THE DRAWING ' THE PLANS AND N AL [ ON & N 0 ,RL- I" N %muo SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D,BUSCH ARCHITECT,PC' Q BUSCH ASSOCIATES CONSULTANT: AN r"t* 0Vm== 1 uo"%*4 3 0 0 0 CONSULTANT: m D I . 10 SEC : 100 BLOCK : 3 LOTS : 11 . 14 CONSULTANT: SCOPE OF WORK: PLOT PLAN: DRAWING LIST TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA z O w M,. • INTERIOR ALTERATION ON 2ND FLOOR PREVIOUS + NEW DORMER WIND DESIGN SUBJECT TO DAMAGE FROM: ZOV • NEW SCREENED IN/ROOFED OVER AREA OVER EXISTING DECK(UNCONDITIONED SPACE) GROUND SEISMIC CURRENT W cr w • MINOR FACADE ALTERATION SNOW DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL a w Q F- L I TOPOGRAPHIC SPECIAL WIND WIND-BRONE FROST LINE WINTER REQUIRED HAZARDS INDEX TEMP. 3: o a � :.'- • CP:ENT: • REPLACEMENT OF SUPPORTING DECK STRUCTURE AT REAR OF DWELLING LOAD SPEED(MPH) CATEGORY WEATHERING TERMITE EFFECTS REGION DEBRIS ZONE DEPTH DESIGN TEMP, w Z C7 g mm wl w _J 0- WILKE & GAGLIANO 1 MILE FROM BOF 3'-0" MODERATE- YES re w `� 20 130 NO NO B SEVERE 15 YES 51 °F < w COAST AND FI BFG HEAVY PER FEMA 599 W o 0 1035 SEBASTIAN COVE BUILDING CODE INFORMATION: TABLE 301.1 z ° w 0 MATTITUCK, NY 11952 CLIMATE ZONES p BY COUNTY O O U) © � PLOT PLAN: ZONING INFORMATION t-: L _ DISTRICT: RESIDENTIAL"R80"(CODE SECTION: 280-12/280-15) CLIMATE `f M N N N N SECTION: 100 BLOCK: 3 LOT: 11.14 ZONE r 0 0 r 0 M CO �- Lf) 0 0 .- 0 REQUIRED EXISTING PROPOSED GENERAL _ LOT AREA 80,000 SF 64,767 NO CHANGE 4A - — _C0.1 COVER SHEET - GN1.1 GENERAL NOTES LOT WIDTH 175' VARIES-SEESITENO CHANGE 70E 969 ------ PLA LOT COVERAGE .20% MAX ALLOWED - .. R °+►d', ,' / --- -- PROPERTY IS PARTIALLY INA FEMA SPECIAL FLOOD AREA AE WITH LIM/TOFLANDWARD LAND AREA LANDWARD OF WETLANDS=47,$0$SF ABASE FLOOD ELEVATION OF(9)AND MODERATE WAVE ACTION.MAP WETLANDS BOE EqF� `Ld>,'�� /5 57 / APPI�O�Il ® ��' A tie O�/ 33,09 TOP LOT COVERAGE: NO.36103CO143HPANEL 143 OF 9026, MAP SUFFIX H, COMMUNITY: l .3s TOE / p"E 18 ' �� O? I DWELLING: 2,257 SF SOUTHOLD TOWN OF, MAP REVISED 25 SEPT 2009 e "' .✓ °412 r � I REAR DECK t;<STEPS : 797 SF HwMvsDEr,na26 31� �1. I, f,.-Y .r e T7 / / i ARCHITECTURAL _.._..�_ _____ ,____�_ __.__ _ N ,� d.33TOP ! t�ARD OF 1 r�USTEES UTILITY LINE MARK I>>' f` / 1p6.30 ,/ ' / ., D1.0 CELLAR DEMOLITION/ TOWN OF SOUTH FRONT PATIO: 432 SF SCTM LOT 12 f'` r- r' G6r Z r' TOTAL 3 484 SF OBD D1.1 1ST FLOOR DEMOLITION SURVEYED:3Q NOV,, 2021 /. / i / i PLAN 3,484 SF/47,808 = .07 OR 7�/0 ■=coNc. MONUMENT TYPICAL TOE D1.2 2ND FLOOR DEMOLITION PLAN - TOE333 a DATE Inn,a95DEc1a2e 312 I ;' / /" T Tag 4 NG�x,9, r D1.3 ROOF DEMOLITION PLAN '__ M,4• 171 .202,3 --— — �� �'�I: ;' +JI - .,,, �' * �1� TOP \\ `\ 41.1 CELLAR CONSTRUCTION PLAN ' LOTAREA:64,767 S.F. 1.49 ACRES l ! — MAIN STRUCTURE .� 8 0 ---- OWNER:MS.GISELE WILiiE 8o-52'40'E ,!� t � J �'' =' l THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO M I 'J — — FRONT YARD 60' 50' NO CHANGE �'' �xS�trDP,.- p;doe �; . '� --- _ —_ —._—_ THE STRUCTURES ARE FOR A SPECIFIC PURPOSE 3 USE.THEREFORE,THEY ARE NOT INTENDED 7D MONUMENT THE PROPERTY LINES OR i'D GUIDE THE ERECTION —' 41.2 1ST FLOOR CONSTRUCTION PLAN F,I / a>5 aa3t rap - ---- SIDE YARD 20 88.2'& 83.5 NO CHANGE OF FENCES,ADDITIONAL STRUCTURES DR ANY OTHER IMPROVEMENT. /r 1 1` f� �,,,� 41.3 2ND FLOOR CONSTRUCTION PLAN '1 e r , � � f \,, NG 32.75 I � a � maser x95a NG T,� � 41.4 ROOF CONSTRUCTION PLAN UNAUTHORIZED ALTERA770NS ORADDIT/ONS TOTHtSSURVEYISAl70LATlON OF A. I / � ,r° ,✓ / r�/l \COMBINED SECTION 72B8SUBDIVISON ?O OF THE NEW YORK STATE EDUCATION LAW COPIES '' �'; ,� , I / f ' l,/ (E)RECONSTRUCTED NG-2 � ?' r / w€Lt, i A3.1 EXTERIOR ELEVATIONS 45 171.7' NO CHANGE OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 1 J'r i W DECK wsuvPa,e97 -� SCTM 11,5 SIDE YARD EMBOSSEOSEatSHALL NorBECONSIDERED TOSEA VAUDTRUE COPY. /� / ,'' / i` 5< I NAONr. \, / A32 EXTERIOR FI FVATIONS TOE 265 - HYrNKIdL"GGIa2D 303 CERTIFICATIONS WDICA TED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM ,r '/ 'f�/ /I f" jz� ,Ov �'� G NG2992 NG 37013 \yytV.f _32 NG A4.1 BUILDING SECTIONS — ? I °_`� N w " THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- f .a�'a2TOPI'0 LT;Z7-90 I - c 'P y H20MO30.77, 1 _ --.y, 163-5 DWELLING ERNMENTAGENCYANDLENDING INS77TUTIONLISTEDHEREON. CERTIFICA77ONS 1 y'y J' + REAR YARD 75' NO CHANGE f f /' + - — — - I �, r � � l5% 4 Q PROPANE TANK TANK, ARENOiTRANSFERABLETOADDITIONALINSTITUTIONS OR SUBSEQUENT OWNERS. l 9+ A 1� ti Y` y0 / 47.1 DOOR&WINDOW SCHEDULES I ! " J t9, -1'R a s h� 4. e Mq 18OPTYALVE --- ---- ---- _ .,_ IT, )° s , NORESPONSIBILITY ISASSUM€DBYTHEUNDERSIGNEDFORANYSURFACE, TWF5385 'Fy� I� I / I/♦ 1 �, '9yI� 3 °� �C'y�', • .. C 2 �6 's°��' '� 48.1 WIND LOAD DESIGN ,', ,,.°' ..-::; r-' ----- - d � � ro � SUSSURFACE,AERIALEASEMENTS,SVA-SURFACE U71LMCEANCVOR SCTM LOT 99.94 fi � r' ! '� ' !^ ;s'U"P. 3!'" `� p "G4p,':Q — .___-____—_.. 7ldj yl1 - O} ,� ! r F 14 t#TOP f N:G'- "1{ I "n ^r r€ W/ ., N,&'� FI !3 i'--� `, r HEIGHT 35' GRADE VARIES<35' NO CHANGE STRUCTURESINOROUTOFEASEMENTSIFSOPROVIDED- QI aDAPs 7 ". �' raG3159 A8_3 NAILING INFORMATION -- NOTE:7H15 SURVEY IS NOT FOR TITLE PURPOSES Y f �' T " __.------ .._. _ — O 11 �Q �, A -- I � >'. ' ., ��,,� � 2,� PROJECT: I STORIES 21/2 2 NO CHANGE __.__ ___.�__,_-_.__._..______.__ _ _ _. rC' / oy � �/ N g97 cti^o T eLDAP:O e, 8 3H_0"O 4° �AA2\ !t i �i111a y Q> eat H2Oh17 BUILDING AREA �s ,, '� + ` T�s4 v� �, 2soaGn,D �.� P t!�►1� ` 5 2023 F s -004 r b,2 ANS s TAF4roe 3a3 ' J "f/l/h DAP31,3 E, 'ani 1:W yy. �Q 89 - �y NG3096 St.O5NG ' ' J ti V ,g a s V�h j 3,.25 WDAP - `7'? \„ �, CMFD EXISTING PROPOSED ^ b m,1asDEc,4263a5 f; I sA aR }a J ;" /Y � v�y3 ab 9 ?,a n4 e PAP, may' v,,� - -- ----- - ----- QO �/-150_f1,r / /♦ ' +G. 6 A0 ,,2s3 N< r� \craFSET \ - —----- --- .7 sL,TAP� 70 125 1a ! .1. MAIN STRUCTURE 0.6�`TOP \ a a r NG \ r S 65 sLr�P ry �� n a. Q r ? , A�4, IRC Y n e I I ..a J``- �H f'H Q /�' eY�F O '7�:12•� „� �+'N 1ST FLOOR 2,257 SF NO CHANGE y Q 6 stzM a: � r \ ���,3 � ' .a — - - ----------- M J 414'I - .._ - - -- -- -- ------ ------ �� 1 3� I"1. / /� BCAP 2a 4a ati 'I'' Ik- 'z�'�\ '�a; ♦ n..\� �"Qg � .� �� CELLAR Fc �4 / 0, MOr2a't5 x as w R A LAND SIIRVC JN ANG'. 1,362 SF NO CHANGE o F c`1R € eq \ A, f� " N`'o PETER A. GROBEN � r024, .1a ,!_ � � Y7fA■(1 1pK fC (G/'��\1 /P/���/'� (�/'\)j 7 S f ! � EC 2a nC`�„ 'Y � p h z.�� Jai , � F53A. m O'� Y r � L{ '►i.� � �./�/ 7�G L IA� �I *�a S � r ,I roP 30 24 � '�� n GARAGE 895 SF NO CHANGE _ SOTS u � l ^' s?�'•r AA 4Nc :7 !''ti rp',y"m `k�.�, �, � Q RvWM.. . �� �''.h --- LAND SURVEYOR NY LIC. 50869 »+�3 �x i', 1,050 SF 1,445 P.O. BOX 704 RIDGE, NY 11961 1 (N)SCREENED INIROOFED OVER AREA TcB>s �.09 ? '' a kw•= *�, �� �� P`' ' L°R� ;� 2ND FLOOR o� /_. PccACAP 22 c2 %F_ �� s� ti N ,�¢VO __.—. RESIDENCE — 631.849.4750 OVER EXISTING DECK FOOTPRINT I' DLsiTRET 22.75 "; S° '� `'' 2640r,G 2ND FLOOR DECK - 68 �� <r >',/ 6r°ac \l/ _ -- - - ---------- --- --- - NOTES: 4 a' lv Sr eL 11 If J 2a 71 °c• ,x -". ,+ 4 - jN.;l ��', saE v / / ! / \ f `� f! NG 2595 I ' / v torp TOTAL AREA 5,564 SF 6,027 SF --_--- Ac:ASPHALT �1� �' /� �' / ,"' \ " v P TED z263 " NG !'Z9 5bSAD — AP:ANGLE POINT ,� j I 16 s6 TOP I �P x z az!I'I NG z4 92 EDPosT�a.si�,a TO 7. c J„' -�— ---- -_-- - SC:BEGIN CURVE %!v yQ ` I` NG24,D51 �s3 29-60 ELMO ACCESSORY STRUCTURE /r ' ` -- BLD:BUILDING Q 6.,4 TOP Q W /Posr �a �_ r CB:COBBLESTONE BRICK ��0 ♦ Q� TOE m / G y o jy / . TCM Ceal;\l \l N METER ,"' +' �, Q'y pry / 1, N,,1975 I,z 2t.64 TCAP O TCAOC23:12 P;,, �`251a "''"""' 2971 TCMOG 129.22 TC FRONT PORCH 432 SF NO CHANGE CE:CELLAR ENTRY °g o��p f I , t',21x6 Ac G°,„ / wc227a "a;, CP) :m,�w— i ,�" 29.40 At; f 29,87 Ac — 1035 SEBASTIAN COVE / LDP„ ::r% w; -'?, m�i / CMON:CONCRETE MONUMENT �. 0 17.84 TOP a- Trkr�� T, a MATTITUCK, NY 11952 Y REAR DECK 797 SF 565 ec DlvocuR �� 0�pp� z264 �� �� / a q 23 5 lY — V 5 O 'I Q n I TCPCAC 21 AO 2a 33 A T V�e 2ly' `\ ,. AC TCPP 2571 E.L.:ELECTRIC � v � ro� � Nom'` f/ � �' � , I _ 3 sa TCIM-+r• .:;�1R SCREENED IN AREA OVER (E)DECK - 203 Ex.=E�nsrrNG 4 \ ' FF:FINISH FLOOR ���O r f 6.6s T �\ CP' 4.c �Hm 2s 53 28 95TCB �r� DRAWING TITLE: - 1,229 SF NO CHANGE GAR:GARAGE �" /� , \ \ � "n, Teens}: 9DITCB GRASS — -- — - TOTAL AREA TOE 30TS TOP 17.23 Nc� \ ��'' \1/ \l/ — GB:GRADE BREAK r / T GL:GAS LINE • '' ", C t..MO 28.1� - :/� \ '� \, NG2502 ` w Nr,00*, L.P.:LEECH POOL Tr / 1 Col HWMOBDEC14283-07T / 23 fi0 NG 1 ,p"i9 11\2940 TCMO:MARK OUT / NG 2 s ICOM2hIC ` TYPEV POC:POINT ELINE / \ cora-z Mtp 2 27 27,9^CM D29 0 Ac \ 19 TC CONSTRUCTION TBH2Bc4sa 7 %'T a � � � 2797 NG �� � ,2a a9 Ac ' • 1264.4 IDENTIFICATION OF TRUSS TYPE NG:NATURAL GROUND � i/s,, 1,59 0,15 N''21as � � 2x.66 � I/ �\ �<A ` r` CONSTRUCTION, .�.__ __--_ -....� Hw+r, OF 3 as 1 �/ Qo .` \ f 26.14 Nr �, SLT.SLATE +aG 78 j�= °�otLta<'8 3,i \ \ N t NAI TRUSS TYPE CONSTRUCTION SHALL BE IMIMFED BY A SIGN OR SN NS IN ACCC#t@ANCE WITH TfiE NG2277� -v DOVER SHEET SSMH:$EVYER MANHOLE ; �ULKH; AIggOFciOFD f 3 % `\ ` ! TO 29 70''' �� ��: PROVISIONS OF THIS PART- TC:TOP OF CURB Fqp`' '_._,azA �o J \ A AC 29 al F I/i 3 D7 TOP 17, 7 N2G72IIBI SIGNS SHALL B_AFFIXED WHERE A BUILDING OR A PORTION THEREOF IS CLASSIFIED AS GROUP A, BUILDING PLAN REVIEW NOTE: TG:raa of GRATE6G` ,�y B,E,F„H,I,M,OF SOCCUPANCY,AND IN HOTELS ARID MOTELS CLASSIFIED AS GROUPR OR THRESH. 41a 7 s,aa / �._` 7 "�- ++ 81 / I 12.t5 TOP 13.3P. NG \ rf �.. 18 h2 Nr ` �'�, 31.22 OCCUPANCY,IN ACCORDANCE WITH THE PROVISIONS FOR THE CLASSIFICATION OF BUFiDINGS SET TOE:TOE OF SLOPE TSH2POL 4.51 fr+ 80DSET TOP 83a IV T8°4 NG13,11 \ DO NG ��' ”+,�+ 142.56 �j 800SE7 FORTH IN CHAPTER 3 OF THE BUILDING CODE OF NEW YORK STATE ISEE 1b NYCRR PART 12211. TOP:TOP OF SLOPE I 3 5D` NG,3 i8 "• w V'I co (Cl SIGNS SHALL SE PROVIDED IN NEWLY CONSTRUCTED BUILDINGS THAT UTILIZE TRUSS TYPE TOWN OF SOUTHOLD BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT TW'"TOP OF WALL 263 HM14.11 XNOV21 7' °54 5 O CONSTRUCTION AND IN EXISTING BUILDINGS WHERE,AN ADDITION THAT EXTENDS OR INCREASES THE f P� 79'„¢'' NG,a�4±� �'l °. S17(,54- 17 l- FLOOR AREA OF THE BUILDING UTILIZES TRUSS TYPE CONSTRUCTION.SHS SHALL Be ATFL\ED PRIOR FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN OF SOUTHOLD AS TWF�TDA WETLAND FLAG WETLANDS FLAGGING BYCOLE /�{j, ' `` FLOM CONSTRUCTION TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY ORACERTIFK ATE OF CDMPLtANCE. SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF NEW YORK. THIS SCTM LOT 11.11 — p �Q CGYJSTRUCTION ENVIRONMENTAL 30 NOV.2021 (4 ' SCPOA NOTE:ELEVATIONS SHOWN HEREON .°a d SEAL&SIGNATURE DATE: 11/2412021 _ PVD:wooD DECK Q �. REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF wLF:WETLAND FLAG Q ARE BASED UPON NA V0 88 DATUM ����� �'1 � � (DI SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL CONSIST OF ACIRCLE 6 INCHES(152 A LHAI IN DIAMETER,WITH A STROKE WIDTH OF Yi INCH(12-7 hM). T`, c a THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR..CONFOIRIING TO PANTONF:MATCHING PROJECT NO.: 216801 Vrw:WINDOW WELL SCTM NO, 1000 700- 17.4 SYSTEM(P74S)A787.WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT IT MAY BEA PERMANENT NON-FADING STICKER OR DECAL SIGNS NOT DIRECTLY APPLIED THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST TO DOORS OR SOELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL. r _ DRAWING ry �L- IE)SIGNS IDENTIFYING THE E..XI5TENCE OF TPi1SS COPJSTRUCTION SHALL CONTAIN THE ROMAN ALPH.kNVIr4FRIC DESK'iNATPCN OF THE CONSTRUCTION TYPE OF THE BUILDING. � '-I1 i(l �'+'°'• L/Rr'1W(N G BY. AC OF THE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: N ,m.IN ACCORDANCE WITH THE PROVISIONS FOR THE CLASSIFICATION OF TYPES OF CONSTRUCTION SET FORTH IN SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE(SEE + ACCURATE 19 NYCRR PART 1221).AND AN ALPHABETIC DESIGNATICH FOR THE STRUCTURAL CONr'ONEN'FS THAT ARE OF TRUSS CONSTRUCTION,AS FOLLOWS:'F'SHALL MEAN”FLOOR ( 1 "I^(`•' FRAMING,INCLUDING GIRDERS AND BEAMS"R"SHALL MEAN ROOF FRAMING'FW SHALL MEAN FLOOR AND ROOF FRAMING THE CONSTRUCTION TYPE DESIGNATION SHALL BE f C{,;�.,, �,i;,+I CHK. BY: RF _ + CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION SITE PLAN PLACED AT THE TWELVE O'CLOCK POSITION OVER THE STRUCTURAL COMPONENT DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION DWNo: + CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE cc L IF)SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL BE AFFIXED IN THE LOCATIONS SPECIFIED IN TABLE 4126 G 4, LI ' R 1 V SAFEGUARDING 01= LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE SCALE:1/32"=1'-0" Y, I • IS THE RESPONSIBILITY OF THE LICENSEE. D .I f� CO.1 01 OF 16 UFF Glenfi Goldsmith,President �pv�$ -�Gy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski u; nx, P.O.Box 1179 Liz Gillooly �y • p�� Southold,NY 11971 Elizabeth Peeples ! �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: °x/15 23 Completed in field by: SEAVILLE 641 LLC requests an Administrative Amendment to Administrative Permit #10196A to replace the existing deck structure throughout and provide for all new footings, joists, decking/floor finish and railings, in lieu of maintaining the existing deck as permitted. Rear Deck: is approximately 52'-6"x 13-9". New relocated stairs are approximately 6'5" x 4'8", total of risers 8 @7" (11" treads).Total area: .797 sq.ft. Located: 1035 Sebastian Cove Road, Mattituck. SCTM#: 1000-100-3-11.14 Typ of area to be impacted: TSaltwater Wetland Freshwater Wetland ✓.Sound Bay Part of Town Code proposed work falls under: ✓Chapt.275 Chapt. 111 other Typ of Application: Wetland Coastal Erosion Amendment TAdministrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: r� �o�.�.iac� r�G,`ar _�� oc ��t�S ;c�a t�l�c�': ►n ta�ac2 Present Were: ✓ G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples i BA. B ARCHITECTS May 04,2023 Town Hall Annex Board of Town Trustees ' 1 F` 54375 NY-25 F_ f .. ... ,?' .:7�i3 a�P Southold, NY 11971 C 'f Re: Tax Map#1000-100-03-11.4 MAY - 5 2023 1035 Sebastian's Cove, Mattituck, NY 11952 BA Job No:216801 Trustee Permit#10196A Boar;oflruslees Board of Town Trustees, Please accept this letter and the attached construction documents, to offer clarity for need of permit amendment to issued permit#10196A dated August 17,2022 Original permit description for rear deck portion of the project proposed to maintain existing decking& reinforce existing structure from underneath by sistering. During our latest site visit, through closer visual observation we confirmed that rebuilding the structure from underneath and reinforcing wood joists/decking is not a viable option.The existing deckjoists are in poor condition demonstrating dry rot/split, rotation, and deflection. Further, posting and footing were inadequate. With the extent of repair, and to provide proper safety for occupants, we are recommending a construction of the deck within the footprint of the original,as per the previously permitted drawings. With the new work,the approved/existing deck footprint and area shall remain the same. With grade confirmation provided by the contractor,existing grade elevations allow us to eliminate(2) risers out of proposed stair. We were informed based on site visit by Deputy Chief Building Inspector, Mr.John Jarski, he has no concerns with proposed scope adjustment but asked us to amend the permit to capture revision to project description. To this, please find the attached drawing set "T.O.S. TRUSTEE PERMIT AMENDMENT/BUILDING DEPT. AS BUILT CONDITIONS", dated 05/04/23, captures all proposed adjustments. Once approved, the following construction drawings will be resubmitted to the Building Department for proper permit record. Below is a revised Project Description, incorporating the original text previously submitted, with revised scope of work description reflected in bold italic below: Busch Associates Remove existing front porch steps and replace stringers,risers&treads with new.Stair location to Architects be maintained. Existing stair layout consists of(8)risers at 7%"high.Stairs are approximately 9'-6"wide and come out 7'-7"from face of porch;total existing steps area approximately=77SF; 90 West Main St. Related improvements would include stair footing replacement as well as related cosmetic Bay Shore NY 11706 improvements such as new railings;Front entry porch and steps 432SF; 631.969.0900 Rear deck: Propose to replace existing deck structure throughout and provide for all new footings,joists,decking/floorfinish&railings. Existing deck is approximately 52'-6"x13'-9"and 2941 West SR 434, has protruding stair landing that is 9'-6 x 47". Stairs are approximately 8'8"x4'2". Stair& landing Longwood FL32779 05/04/23 407.979.4482 Page 1 of 2 buschassociatespc.com BA to be removed/relocated:total built area of existing deck,landing&stair=797 SF;Proposed rear deck provides for all new structure, decking, railing and finish. New Relocated stairs are approximately 6'-5"x 4-8". Total of 8 risers @ 7"(11"treads)Area of new structure is equal to existing. (No Change) New skirting and new railing;Construct new roofed over,screened-in area is to be constructed on top of/part of rebuilt deck;The screened in area on top of the rebuilt deck is within the footprint of the existing deck. The screened space will be open air and unconditioned; with a tiled floor finish;Screened in area is 15'-0"x 13'9"or 203 SF. trust that the above meets your understanding. If you require any additional information, please do not hesitate to contact me directly. Sincerely, David D.Busch,AIA, LEED AP Principal n E _ MAY - 5 2023 SRullirfk +�:.t;it Baaru a."frut�::es Busch Associates Architects 90 West Main St. Bay Shore NY 11706 631.969.0900 2941 West SR 434, Longwood FL 32779 05/04/23 407.979.4482 Page 2 of 2 buschassociatespc.com I (- Letter of Transmittal DATE: May 05,2023 TO: Diane DiSalvo Town of Southold Board of Trustees PHONE: 631-765-1892 54375 Main Road Southold.NY 11971 FROM: Arkadiusz Chrobak RE: 1035 Sebastian's Cove -Admin Wetland Permit Mattituck,NY 11952 BA JOB#216801 Trustee Permit#10196A CC: FILE VIA: Drop Off Message Diane, Enclosed please find the following Administrative Wetland Permit Amendment Package for residence located at 1035 Sebastian's cove Mattituck, NY: • Application fee in amount of$100.00 Payable to Town Of Southold.(Check#5665) • One(1)Copy of Busch Associates Letter,explaining proposed construction changes along with revised project description. Letter Dated May 04 2023 • Two(2)Original Signed&Sealed Project Plans dated 05/04/2023, o List of sheets: o General:C0.1,GN1.1 o Architectural: 131.0,131.1, D1.2, D1.3, A1.1, A1.2, A1.3, A1.4, A3.1 A3.2, A4.1, A7.1,A8.1,A8.3 If you have any questions or need any additional information,please feel free to reach out to David Busch or myself directly at 631-969-0900. Thank You, , E C.,4�;..IVE DD Eric Chrobak J� MAY - 5 2023 Busch Associates Architects South;i loavn Board of Trustees 90 West Main St. ra Bay Shore NY 11706 631.969.0900 2941 West SR 434 Suite 400. Longwood FL 32779 407.979.4482 buschassociatespc.com Town Hall Annex Glenn Goldsmith,President o 54375 Route 25 A. Nicholas Krupski, Vice President � P.O. Box 1179 p �, 5' ✓, Eric Se enoski z�"3 Southold, New York 11971 Liz Gillooly CA Telephone (631) 765 1892 Elizabeth Peeples p Fax (631) 765-6641 H—C BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF T_HE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 111 day of construction 1/2 constructed When project complete, call for compliance inspection-, Glenn Goldsmith,President ®� SO& Town Hall Annex A. Nicholas Krupski, Vice President �� �� 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly � ., :_ 1 Telephone(631) 765-1892 Elizabeth Peeples �[ y� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10196A Date of Receipt of Application: August 2, 2022 Applicant: Seaville 641 LLC SCTM#: 1000-100-3-11.14 Project Location: 1035 Sebastian Cove Road,. Mattituck Date of Resolution/Issuance: August 17, 2022 Date of Expiration: August 17, 2024 Reviewed by: Glenn Goldsmith, President Project Description: Remove existing front porch steps and replace stringers, risers &treads with new. Stair location to be maintained. Existing stair layout consist of(8) risers at 7 %4' high. Stairs-are approximately 9'-6" wide and come out T-T from face of porch; total existing steps area approximately = 77 SF; Related improvements would include stair footing replacement as well as related cosmetic improvements such as new railings; Front Entry Porch and steps 432 SF; Rear Deck: Propose to maintain existing decking & rebuild structure from underneath; existing deck is approximately 52'-6"x 13-9" and has protruding stair landing that is 9'-6"x4'-2". Stairs are approximately 8'-8" x 4'-2". stair& landing to be removed/relocated; total built area of existing deck, landing &stair= 797 SF; proposed rear deck maintains existing decking & provides for new relocated stairs 8'-3"x 4'=6. Total of 10 risers @ 7" (11" treads) new skirting and new railing; construct new roofed over, screened-in area is to be constructed on top of/part of existing deck; The screened in area on top of the existing decking is within the footprint of the existing deck. The'screened space will be open air and unconditioned; Screened in area is 15'-0"x 13'-9" or 203 SF. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by David Daniell Busch, RA, last dated August 1, 2022, and stamped approved on August 17, 2022. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,PresidentS�FFD(�COGy Town Hall Annex A.Nicholas Krupski,Vice President i? < 54375 Route 25 Eric Sepenoski ,x P.O.Box 1179 Liz Gillooly �.y • 0� Southold,NY 11971 Elizabeth Peeples �� 4 Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 9/)9Completed in field by: G. (moo ��sN•; �"1 SEAVILLE 641 LLC requests an Administrative Permit to remove existing front porch steps and replace stringers, risers & treads with new. Stair location to be maintained. Existing stair layout consist of (8) risers at 7 W high. Stairs are approximately 9'-6" wide and come out 7'-7" from face of porch; total existing steps area approximately = 77 SF; Related improvements would include stair footing replacement as well as related cosmetic improvements such as new railings; Front Entry Porch and steps 432 SF; Rear Deck: Propose to maintain existing decking & rebuild structure from underneath; existing deck is approximately 52'-6"x 13-9" and has protruding stair landing that is 9'- 6"x4'-2". Stairs are approximately 8'-8" x 4'-2". stair & landing to be removed/relocated; total built area of existing deck, landing & stair = 797 SF; proposed rear deck maintains existing decking & provides for new relocated stairs 8'-3"x 4'-6. Total of 10 risers @ 7" (11" treads) new skirting and new railing; construct new roofed over, screened-in area is to be constructed on top of/part of existing deck; The screened in area on top of the existing decking is within the footprint of the existing deck. The screened space will be open air and unconditioned; Screened in area is 15'-0"x 13'-9" or 203 SF. Located: 1035 Sebastian Cove Road, Mattituck. SCTM#: 1000-100-3-11.14 Typ9 of area to be impacted: N Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ✓ Chapt.275 Chapt. 111 other Tof Application: Wetland Coastal Erosion Amendment 7Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 5- yo, e)ON - o sv✓acj Present Were: V�G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples p`e 4.� #a� -. > sa_ "�-1.��.. ilc�y , .S y,�,� ., -.•y `� � -•� ,. } � e,� Tv P ` Y�aglr O' Z �• t o y' 1� ti j-.4 ♦ J AMP J• �. � ,F-�N. 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Q`, '9' 'a oS T r 64"5® O, UGt4. V PP TWF:TIDAL WETLAND FLAG SCTM LOT 11,1`l • v�P: 'POLEWETLANDS FLAGGING BY COLE 1( ?0 WD:WOOD DECK ENVIRONMENTAL 30 NOV.2021SCPOA NOTE:ELEVATIONS SHOWN HEREON G� WLf:WETLAND FLAG v 441/� WW WMDOW WELL P ARE BASED UPON NA VD 88 DATUM SCTM NO. 1000- 100 03- 11.4 ARCHITECT: 4 { BUSCH ASSOCIATES �t II�IIII , __ I"71 IvM)iIa I�pl x I NY 90WEST MAIN STREET, RAY SHORE, NY 11706 r -. ��., - FI- 2':141 N,FST-ER 4�4 d"o,SI IITE 41�t7,<.CyNC'Vu'L)(?[),FAL 3ZJCD1 y r omNd t,E ,:l&s.,..t .c TEE:611 7.979.44., Y�. Ay , , „ .i r' e. III will , a "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT+,ENGINEER SHALL AFFIX TO Am HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HISHER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND L' � R- ` A "ISPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS N 0 R! , A *'�'� AD I N 21"—� R­ 10 R An T " O' N A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID IMPROVr� ML"� Nmvmm6 D. BUSCH, ARCHITECT, PC, THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT CF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYO\1E WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PO Q BUSCH ASSOCIATES ..yCUNSULiANi. All 'AO �003%6 5 e"* R pC%mj 0""' 0 %mwI4T AN 0 � �� AUG - 2 2022 Southold Town N 1w Board of Trustees CONSULTANT. 9 D [OT : 1000 SEC : 100 L. LOTS : 11 . 14 CONSULTANT. SCOPE OF WORK: PLOT PLAN: TABLE 8301.2(1) DRAWING LIST CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA • INTERIOR ALTERATION ON 2ND FLOOR PREVIOUS • NEW DORMER WIND DESIGN SUBJECT TO DAMAGE FROM: * NEW SCREENED IN/ROOFED OVER AREA OVER EXISTING DECK(UNCONDITIONED SPACE) GROUND SEISMIC ' CURRENT ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL — _.____.,._, .__.__._ _ ___ �__ _,__ _---_,.,.,. ____-.____,.___IT__"__.-- • MINOR FACADE ALTERATION SNOW DESIGN IL CLIENT: TOPOGRAPHIC SPECIAL WIND WIND-BRONE FROST LINE WINTER REQUIRED HAZARDS INDEX TEMP. � Z • REPLACEMENT OF SUPPORTING DECK STRUCTURE AT REAR OF DWELLING LOAD SPEED(MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE DESIGN TEMP. W LU WILKE & GAGLIANO 1 MILE FROM BOF 3'-0" MODERATE- YES � w 20 130 NO NO COAST AND FI B SEVERE BFG HEAVY 15 YES PER FEMA 599 51 °F z z w 1035 SEBASTIAN COVE BUILDING CODE INFORMATION: TABLE 301.1 CLIMATE ZONES z `� MATTITUCK, NY 11952 BY COUNTY co c - O O PLOT PLAN: ZONING INFORMATION DISTRICT: RESIDENTIAL"R80"(CODE SECTION:280-121280-15) CLIMATE N N SECTION: 100 BLOCK: 3 LOT: 11.14 ZONE o r3 GO 0 0 REQUIRED EXISTING PROPOSED LOT AREA 80,000 SF 64,767 NO CHANGE 4A GENEFAL C0.1 COVER SHEET ------------------------ - - -- -- ------ --------- ---- GN 1.1 GENERAL NOTES LOT WIDTH 175' VARIES-SEN SITE NO CHANGE TOFsea --- 3048 GO -4-------- LOT COVERAGE : 20/o MAX ALLOWED PROPERTY IS PARTIALLYIN A FEMA SPECIAL FLOOD AREA AE WITH , !� _ LANDWARD MA O � f - ---- - D LIMIT OF LAN LAND AREA LANDWARD OF WETLANDS- 47,808 SF WETLANDS o� �g ry ::� :- LOT COVERAGE •A� _ J'"Y- ., O� 57 , r ;�,GO' P 93.69 TOP ABASE FLOOD ELEVATION OF(9)AND MODERATE WAVE ACTION.MAP T NO,36103CO143H PANEL 143 OF 1026, MAP SUFFIX H, COMMUNITY: : TCE _ 185• / �a (�[� \/ (� C j` DWELLING : 2,257 SF SOUTHOLD TOWN OF, MAP REVISED 15 SEPT 2009 ' • - " ��r2 TO /y1'"1� t;;✓ �i LJ [� } HVVMV,IDECT428111 > ,�;. ,_ :. - N77 ,, ,o ;' , - ARCHITECTURAL REAR DECK 8 STEPS : 797 SF n `' C C UTILITY LINE MARK OUT(MO)BY OTHERS r_... `,_ Y__ z ,:,,ro L� " 106.3Q r, �'r clop ��A1�0 O f`U��L J 432 SFD10 CELLAR DEMOLITION/ FRONT PATIO: 3,484 SF SURVEYED:30 NOV, 2021 SCTM LOT 12 ' �® .,- ,. DI-I 1ST FLO DR DEMOLITION PLAN PLA -------^-- I!4 �# - _I -- _-_ TOWN O� SOUTH D 3,484 SF/47,808= .07 OR 7% - TOE r,� r' „N, _._m_ �i _ - - ATF HO + 1, ". - NO 32.51 I, DATE -� ®-GONG. MONUMENT TYPICAL 1. 2ND FLOOR DEMOLITION PLAN MAIN STRUCTURE - LOT AREA:fi4,Tfi7S.F. t.49ACRE5 f g8 00 MoaDEclaca 31. TpP _ _ - --- — 1 T 2Q *+ D1 3 ROOF DEMOLITION PLAN OWNER:MS.GISELE WILKE 452 40 E . . �*: A1.1 _CELLAR CONSTRUCTION PLAN r FRONT YARD {7()' 50' NO CHANGE THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES ID N 80 f71 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE S USE.THEREFORE,TNEYARE r - r ' NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION {+Cy ,Jr - x59a TOP__ .IO ra„szTs A1.2 IVT FLOOR CONSTRUCTION PLAN �t 1 ` CONSTRUCTION. PLAN SIDE YARD 206 ---� 88,2 &83.5 NO CHANGE OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. '' ,�` _ UNAUTHORIZED ALTERA77ONS ORADD177ONS TO THIS SURVEY ISAVIOLA TION OF /� i ;' ' ` E e�i°`Er 25.67 NG A1,4 ROOF CONSTRUCTION PLAN ' r _-�!,"-" I \ 1 NG 2'33: .` COMBINED SECTION 7209 SUBDIVISION 20 OF THE NEW YORK STA TEEDUCATION LAW, COPIES 4 / RECONSTRUCTED A3.1 EXTERIOR ELEVATIONS 45' 171.7 NO CHANGE OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SIDE YARD TOE 265 f DE WELLY -y SCTM 11.5 __ "_ ._..__.., _._ EMBOSSED SEAL SHALt NOT BE CONSIDERED TO BE A VALID TRUE COPY _ f,•+� , " D29 ECK wG 'r, r,32 N0 — -------- -- �»� - / yW��R�F 1a,a3og j , NG��.3 A3.2 EXTERIOR ELEVATIONS f, / A WttLLAI`71 as . CERTIFICATIONS INDICATED HEREON SHALL RUN ONLYTO THE PERSON FOR WHOM (i NG.a A2 — ---- — - / I N THE PARED, AND ON THEIR BEHALF TITLE I � � ,'' ,"r "`T�`�cS'''I`"`T�r II `� t A4.1 BUILDING SECTIONS �';� _ REAR YARD 75 NO CHANGE - "v PROPANE TANK ---- 163' S" DWELLING r S a l ;V ` } It- H .,7 , , 1 A7.1 `DOOR&WINDOW SCHEDULES------ - -- -- _.—. I 153-6"'DECK ARE NOT TRANSFERABLE 70 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. �yY ; I ',�' 'r � .�^ I ,ra y c -- -- _.-- -- NO RESPONSIBILITYISASSUMEDBYTHEUNDERSIGNEDFORANYSURFACE, !� TWF5385 'I I I f /♦ �` NG JSy r{' :p,s ry d�.* O-s tg3 leD'PTVAL�E 15.� ,t A8.1 WIND LOAD DESIGN '' Mr: r, SUB-SURFACE.AERIAL UTILITIES AND/OR SCTMLOT11.14 Il J' ' \ Y �''" � fFp'3�.yr�t`., '" rY HEIGHT 35' GRADE VARIES <3� NO CHANGE srfzucruREsrraoaouraFEASEMENrsfFsoPRoapeo. a3 " C � r s� r - �' 2�1a TIP tJ r.ry. 1, `y .. .4 ... f ----- - --- � ' ,'' }T �' .gsa ;✓DBP ,�. '" a ; r , _ �` "j 3159 A8.3 NAILING INFORMATION NOTE:THIS SURVEY IS NOT FOR TITLE PURPOSES lr, 7 8 ~� :4 &s y STORIES 2 1/2 2 NO CHANGE W• 183H . s.`fi ' � PROJECT m" - ,J r f �'�/ rr e >3 517 -` � r 9 -cy I O �Oh '� r I� rC� ^'S �. BLDAP^5 n O'A� 83,5 BUILDING AREA N lrJ■ If'l' lril nP �� ,II CON '� I / Y 313, I O R, c = < 7fr'1^L -- A 4} TV F4 TOE 3 33 // 7' 1 ' rr "� n0 lf� .1, V 4) .'a�L /"\ 3105 NG �' I ► / /r' N =57 1 LTA h p'C- �� ^ 9 1;2a 73 Nr,'Aari`"t,�'v 4r \,/CNF ET 1 05 CMFD EXISTING PROPOSED o /? ' O Ne " � b > �Q R'- P 9 ,h " _- - -- - - ----- - - - WMOBOECI4_8 918 '=O r MAIN STRUCTURE -- Q 1 �, roP 5'.TA 589 TAP n - -- --- — --- - o *_ 6 / A e 23s1\ sL� 4�p b ¢? a r N, �1,4^�r h _-- 1 ST FLOOR 2,25-1 5F NO CHANGE �! 163_Irl s1 / j /� :� N 5t, raa'"� ti h�.* a, o '�r e3 fi}F�� ,� ,. -.,� ------ R A LAND SItRVE JN SNC. � A�n•'��,,,, * _r � E. ' ' , rl, I eC;l�:�r;6c-�:.� �: ` ti r 1 �k; � .T CELLAR 1,362 SF NO CHANGE aDF /' ; ,1 G q Sfs ¢ y egp'1 1 osr '' �P� so W -- — ._..__. ----- --- - PETER A. GROBEN R. 1 1 X, .;� � N,�r O _��, I30 M a31 _ __ _____._" _-__________...__. _ _-____ ,____ _ .,_�___ __.,..._ "_- ___.. WILKE �7�1C.7 LI�1N O - LAND SURVEYOR NY LIC. 50$69 �t�cr 3 s aI•F6 ��ary'��Q ry°a �' �' ►.� • OA _—_-- + E..24.0) a'F � 4 ^ GARAGE 895 SF NO CHANGE i r. / ,+ / II b O _ --T - - o F C ti P.O. BOX 704 RIDGE NY 11961 Aw a.., r� ,A ., , eu ., z.k" ` ,, ,�e,• tR,� g:�:- ,;� �r�,--� --- 2ND FLOOR 1,050 SF 1,445 (N)SCREENED IN/ROOFED OVER AREA RESIDENCE['1 (��CE --- ^ - PCI—APB c ,.'�7 ag<�• p'r'y,:' <,-2F.3NG aa3 I r_ ''�ORy - --- --- --- ----------I- i ♦ '1✓ 6.11 ' V - -- - --- 631.849.4750 OVER EXISTING DECK FOOTPRINT D.,L"RPT rl"s0 1�d - - 2ND FLOOR DECK - 68 ------ �� ` i� T sT y53TC ,Jil"'� ---------- - ----- __ - - - -- -- -- ---- NOTEs: * 2a 71 7' TOTAL/1REl� 5,564 SF 6,027 SF 'dry r` TCE"22 e3 . i G 2595 {.„ ., 62Q !'P� - °za.a� AC:ASPHALT M r J 7 Gj R i NO s Nc i k O f 29 Te ITC r''' j 18.86 TOP ..' 1 NG 2a 52 y - I -- AP:ANGLE POINT / � T aj r' J' 1 1, r' ��4Sy sa"' NI,za a�,IIS EaPncT�6 3,z.:<To,�,e --- --— -- CB:COBBLESTONE BRICK .OjQv Q0 Q� f'I j/ j`� 't<raP r Q QQ POSt ne3g ss s R��Gac -- BC;BEGIN CURVE fIm ACCESSORY STRUCTURE BLD:BUILDING /` / -- ----- ♦ r _ ;TC1,1C,ce:'12+ :s.r,. 1 « h - --- -- ------ -------- METER ra Q y TOES-2S� E: • / j '4, NG 197E '�'21647CAP <t I - I�,, 25:» TC FRONT PORCH 432 SF NO CHANGE CE:CELLAR ENTRY ,4 p _ {' / 1 Al: A4 .'a ------ — -- —.-- - -- - -- - _ r� :977 TCl.1."IC _ __ r 1T M T.P I 1,., "-_F -R i, 28 a0 A.: ^997 AC ------------ _-----_ — —_----------_.—_-- _-- CMON:CONCRETE �� �Q 4�rnFz25a ' F• j, I. ,. -- -- - 1035 SEBASTIAN COVE ♦ f 4.aP Y' � U 1a ----- — _ —----- —'----. , r'' � 1 !.O ti I ar A Mnc '.,t, ,t ' ------- -- .._,.- __ EC.'END CURVE k�l~ �r r ,/ I y — _ _ +R `` f r ��I --- --�— � 1-- - - MATTITUCK, NY 11952 REAR DECK 797 SF 565 C� f + (. ) _.. - - oPv t . ♦ r asa TOP SCREENED s 3€s rcr o 2A c s i --�-- - _ T. -.� _ _4-._._ _ - _,.."., E.L..ELECTRIC v,�O .r NO s AG Ar a, ? cOe+,-SMD L,{ P - -- ----. .- - - — - ------- ---- SCREENED IN AREA OVER E DECK 203 Ex.-ExrsrrNc // ---- FF.FINISNFLOORr aA� 16..3 wr_.'' 4 e1 2663 zeeEtGE - - TOTAL AREA 1,229 SF NO CHANGE GAR:GA RAGE l i� / f TOP �R imr 14 T;g P,�1r:1 at TCL �,, — ------ — -- -- — —-- GRASS J DRAWING TITLE: GB:GRADE BREAK TOE 9.a - r, T.n 7GAP }, GL:GAS LINE S „r nCORgI-z Ntr_, 2u 1 : ty x r's, L.P.:LEECH POOL F5 �'i MO:MARK OUT HwMosOEcla:a Boz- j/,. raa 2t eh a?° NG 197,qoo'`cQ sc / '^ ` CC1,9^I�_MO 4TC 27 '`,2520 Z NG:NATURAL GROUND PCC:CONCRETE f ♦ 20 se.NvICF' ^''G s ss (s 29 sa r TYPE v 126 "`� ,79.OMFD'r, 4.4 IDENTIFICATION OF TRUSS TYPE !r, � Z� A�, �� - � NG ,1,, I4, 'I,II 14ccJI FLF ,.� � � �' �j/ cONsrRucTION coNST - _- --- --- ----- POL:POINT ON LINE r TIl 4 54 * r 27 57 Nr G SLT:SLATE 11x4 __ k,v� Or' r"F323 j. r ,/ `?0 ` f�.r-1a NG A CONSTRUCTION. Gry �� L.I4,;(JI�,,� ., NG.-'7,�, 'I ev ICOVER V H E ET SSh7H:SEWER MANHOLE t M D / I ,�-tiy. PROM I S rYOF THIS TR T TIrN SHAT l PG IDFNTIFiFf3 RY A SIS:N f1R SI(.Nfi IN AML]R:]ANCF WIITH THF TC:TOP OF CURB �Ir e�LkNFq °'Ec Zk �3zs j ,; J c za 947 *0_1 ��1p �j PROslslowc OF THIS PART. TG:TOP OF GRATE B r TOP 11'8' 21 72 r� )yIrNS SHALL BE AFFIXED VAIERE A BUILDING OR A PORTION THEREOF IS CLASSIFIED AS GROUP A, BUILDING PLAN RE-VIEW NOTE" STOP dq`y "- y3 `�� _-� BE,F,H,I,A9,ORSOCCUPANCY,AN.^,fN HOTELS ANDMOTEiS CLASSIFIED AS GROUP R-1088: THRESH:THRESHOLD / 4-3 55) 12,6 TOP 398 NG l 98 g2 N, �0 31-22 OCCUPANCY,IN ACCORDANCE WITH THE PROVISIONS FOR THE CLASSIFICATION OF BUILDINGS SET -.. TOE:TIDE OF SLOPE T8H^_PDL 4 S1+? BDDSET TOP 8 34 I►I��o /�1' 1�2. 6 /+� 80DSET FORTH IN CH A.PTER 3 OF THE BUILDING CODE OF NEW YORK STATE(SEE 18 NYCRR PART 1221}. TOP:TOP OF SLOPE 43'sQw NG13,11 NG19.1e �*+r`• J,,.r�""� cnNG , „W op �,• c SIG 8 IF TOWN OF SOUTHOLD BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT rn:TOP or watt ,H.^d,a.,,30N0„z, %NwQ> w 7D1 N 4.�,.,r.- -.--, TO 4 50 IQ tD d � CONCTRICTION AND IN EXISTING NEWLY CON WHERE AN ADDITION THAT EXTENDS OR INCREASES THE FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN OF SOUTHOLD AS TWE:TIDAL WETLAND FLAG ' i' tl� S FLOOR AREA OF THE BUILDING UTILIZES TRUSS TYPE CONSTRUCTION SIGNS$HALL BE AFFIXED PRIOR �.. SCTM LOT 11.11 1 ` FLOOR TRUSS TO THE ISSUANCE OFACERTIFICATE0FOCC UPANCYORACERTIFICATEOFCOMPLIANCE SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF NEW YORK. THIS UIP:UTILITY WETLANDS FLAGGING BY COLE !�C ,A _ ._, cowsTRucTION _- -- II WOOD DECK ENVIRONMENTAL 30 NOV.2021 (��' SCPOA NOTE:ELEVATIONS SHOWN HEREON r// �O Q hill _ SEAL DATE: 11/24/2021 REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF WLF:WETLANDFLAG fQ ARE BASED UPON NA VD 88 DATUM i.0 _ (DI SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL CONSIST OF A CIRCLE B INCHES(1524 li IN DIAMETER,V47H A STROKE WIDTH OF,INCH(12-7 MM), --- — -- MAY OF �(� ARC,, PROJECT No.: 216801 THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST WW.WINDOW WELL Q SCTM NO. ?000- ?DO-03-??.4 THE SIGN PBACKGROUND SHALLBNRS REFLECTIVE WHITE INCOLOR THE CIRCLE E AND STCONTENTS SHALL BE REFLECTIVE RED INCOLCIROCONFORMING GTOPANTONE MATCHING,TLY A A t _ IV UUVKS UK LI DELIGH,b oHALL I OF 11 UKUY,NUN+AU,Nf/,YJEAIHEK HtSIbIAN I MAI tHV+L �J NNIEL4 'Y1�. (E)SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL CONTAIN THE ROMAN A.LPHANUR,IERIC DESIGNATION OF THE CONSTRUCTION TYPE OF THE BUILDING, V O eG �` DRAWING BY: AC OF THE LICENSEE'S BELIEF AND INFORMATION, IN ACCORDANCE WITH THE PROVISIONS FOR THE CLASS:FIC.ATXJN OF TYPES OF CONSTRUCTION SET FORTH IN SECTION 802 OF THE BUILDING CODE OF NEW YORK STATE;SEE ^�+ CHK. BY: RF ,` `• • ACCURATE N 19114 YCRR PAR71221}AND AN ALPHABET IC OESI GIJA7IGN FOR THE STRUCTURAL COh1P0NEwTS THAT ARE OF TRUSS CCNS7RUCTION,AS FOLLOWS:'F"SHALL MEAN FLOOR �• FRAFSING,JNCLUONG GIRDERS AND BEANIS'R'SHALL MEAN ROOF FRAMING"FR'SHALL MEAN FLOOR AND ROOF FRAMING THE CONSTRUCTION TYPE DESIGNATION SHt LL BE • CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION ITE PLAN PACED AT THE TY1ELtiE O'CLOCK POSITION OVER THE STRUCTU RAL u^Ol PONENT CES GNATIOw,NrHICH Sr1ALL BEPACEp AT TI4E Six O'CIOC'K POSITION, p • CONFORMS WITH RE=ASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE FF)SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTIONSHALLBEAFFIXED INTHE LOCATIONS SPECIFIED INTABLE 1.1264, DWG NO: * ' /� � iT SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE SCALE; 1132"-1'-0” • IS THE RESPONSIBILITY OF THE LICENSEE_ C0.1 qT 0246TH pQ FOF NE`l'ly 01 OF 16 ARCHITECT: STRUCTURAL STEEL4 BUSCH ASSOCIATES GENERAL NOTES_ FRAMING AND ROUGH CARPENTRY: CONTRACTOR NOTES: STAIRS. HANDRAILS AND GUARDS: CONCRETE AND FOUNDATION WORK: hr'' ,M ZN­ STRUCTURAL STEEL TO BE NEW STEEL CONFORMING ALL WORK TO BE DONE 1N ACCORDANCE WITH ALL MATERIAL FOR STRUCTURAL MEMBERS SHALL BE IN ALL SPECIFICATIONS FOR APPLIANCES, CABINETRY, ALL STAIR AND RAILINGS SHALL BE IN COMPLIANCE TO ASTM A-36(CURRENT EDITION)AND THE ALL FOUNDATIONS SMALL REST ON A SOIL WITH Ak 'R^ APPLICABLE TOWN, LOCAL AND STATE CODES INCLUDING COMPLIANCE WITH WITH R502.1. MATERIALS FOR FIXTURES AND FINISHES TO BE AS PROVIDED BY WITH SECTION R311.7.8 OF THE RESIDENTIAL CODE REQUIREMENTS OF THE LATEST AISC CODE. BEARING CAPACITY OF 2000 PSE. FIELD VERIFY BY LOAD BEARING STUDS, PLATES AND HEADERS ARE OTHERS. OF NYS. LICENSED GEOTECH. ENGINEER. J µ� a NY 90%VES"T MAIN STREET, E A,'Y SHOPE, NY 11706 BUT NOT LIMITED TO: �' "►1� I A FI < i,969.0Q00 • THE 2420 RESIDENTIAL CODE OF NEW YORK STATE TO BE IDENTIFIED IN ACCORDANCE WITH R602.1. PAINT STEEL WITH ONE COAT OF RUST INHIBITING a EL 29 t1 evEsrsR �a,sI.ITE al ca,Lor..rv,c�:-)D,EL 32779 ALL MINIMUM COMPRESSIVE STRENGTHS OF �,_a ,.0 L G,.A,.,.� Vl-40r 579,4482 ALL WINDOW AND DOOR MANUFACTURERS SHALL BE MINIMUM DEPTH FOR TREADS SHALL BE 9 ,WITH A CONCRETE SHALL COMPLY WITH THE 2020 • THE 2420 ENERGY CONSERVATION CODE OF NEW PAINT AT SUPPLIER PRIOR TO DELIVERY. APPLY STRUCTURAL MEMBERS ARE NOT TO BE CUT, BORED AS PER THESE DOCUMENTS. MINIMUM NOSING OF " AND MAXIMUM NOSING OF 1 TOUCHUP RUST INHIBITING PAINT AFTER ERECTION. RESIDENTIAL CODE OF NEW YORK STATE. YORK STATE OR NOTCHED IN EXCESS OF THE LIMITATIONS • THE 2420 PLUMBING CODE OF NEW YORK STATE T". THE GREATEST TREAD DEPTH SHALL NOT EX:.EED • THE 2020 ELECTRICAL CODE OF NEW YORK STATE SPECIFIED IN FIGURE R502.8. CUTS NOTCHES AND ALL ITEMS AS PROVIDED BY CONTRACTOR OR THE SMALLEST BY MORE THAN'"'. • THE 2020 MECHANICAL CODE OF NEW YORK STATE ALL CONCRETE SHALL HAVE A MINIMUM HOLES BORED IN ENGINEERED WOOD PRODUCTS OTHERS SHALL BE IN CONFORMANCE WITH ALL "IT IS A VIOLATION of THE LAW FOR ANY PERSON„UNLESS ACTING UNDER THE COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER Ir4 ANY WAY ANY • THE 2018 WOOD FRAME CONSTRUCTION MANUAL ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH APPLICABLE LOCAL AND STATE CODES. MAXIMUM RISER HEIGHT SHALL BE 84". THE DAYS, UNLESS OTHERWISE NOTED-ALL PORCHES, ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ PENETRATIONS ARE IN ACCORDANCE WITH R502.8,2. EPJGINEFR IS ALTERED,THE ALTERING ARCHITECT,ENGINEER SHALL AFFIX TO • 2016 ASHRAI=90.1 GREATEST RISER HEIGHT SHALL NOT EXCEED THE CARPORT SLABS AND STEPS EXPOSED TO WEATHER, HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY AND AS PER ENGINEERED WOOD PRODUCTS HISIHER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC MANUFACTURER RECOMMENDATIONS. STUD SMALLEST BY MORE THAN ". AND GARAGE FLOOR SLABS SHALL BE AIR DESCRIPTION OF THE ALTERATION ON THE DRAWING. „ THE PLANS AND ENTRAINED AND HAVE A MINIMUM COMPRESSIVE ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO DRILLING AND NOTCHING ARE ALSO TO COMPLY SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY ASA RESULT of CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID DIMENSION IS TO BE SCALED. CONTRACTOR SHALL NOTIFY WITH 8602,6. ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT GYPSUM WALLBOARD: STRENGTH OF 3500 PSI AFTER 28 DAYS. D. BusCH, ARCHITECT. PC, THESE PLANS AND SPECIFICATIONS WILL BE THE BE LESS THAN 6-8"MEASURED VERTICALLY FROM SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ARCHITECT PRIOR TO COMMENCEMENT OF WORK. WINDOWS AND DOORS: THE SLOPED PLANE ADJOINING THE TREAD NOSING GYPSUM WALLBOARD APPLICATION SHALL BE TAPE PIER FOOTINGS SHALL BE V-0"THICK, U.O.N. ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC PIPING PENETRATION THROUGH FIRE-RESISTANT c NO NOTE OR DETAIL OR LACK THEREOF SHALL BE RATED WALLS OR FLOOR ASSEMBLIES ARE TO WINDOWS AND DOORS ARE TO BE TESTED BY AN OR FROM THE FLOOR SURFACE OF THE LANDING OR JOINT SYSTEM. GYPSUM BOARD TO BE 1/2 O BUSCH ASSOCIATES ON WALLS CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE COMPLY WITH R302.4.1. APPROVED INDEPENDENT LABORATORY AND ARE PLATFORM. AND CEILING ADS NAILS AND SCREW DIMPLETHERWISE D. FINISH WALL FOOTINGS SHALL BE 10"THICK, U.O.N. CONSULlAN I: EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE TO BEAR A LABEL IDENTIFYING MANUFACTURER, JOINTSPROVIDE ALL VENTS, SLEEVES AND BOX OUT AND OR LOCAL CODES.THE DRAWINGS ARE INTENDED TO ALL FRAMING LUMBER SHALL BE K.D. DOUGLAS FIR PERFORMANCE CHARACTERISTICS AND APPROVED TOP SURFACES OF ALL HANDRAILS AND RAILINGS CORNERS,AND EDGES SHALL BE TAPED AND RECEIVE BE COMPLETE.SHOULD ANYTHING BE OMITTED FROM THE no. 2 OR BETTER WITH THE FOLLOWING MINIMUM INSPECTION AGENCY TO INDICATE COMPLIANCE SHALL NOT BE LESS THAN 34"AND NOT MORE THAN THREE COATS OF JOINT COMPOUND.ALLOW 24 HOURS OPENINGS FOR MECHANICAL, ELECTRICAL AND DRAWINGS, NECESSARY TO THE PROPER CONSTRUCTION VALUES; Fb=900 PSI, Fv 95 PSI,AND E=1,600,000 PSI. WITH AAMANVDMA/CSA 101/I.S.2/A440 (FOR 38"ABOVE THE FLOOR OR TREAD LEVEL. ON STAIRS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED PLUMBING TRADES. LOCATIONS OF OPENINGS SHALL OF THE WORK HEREIN DESCRIBED, IT SHALL BE THE DUTY UNLESS NOTED OTHERWISE. EXTERIOR WINDOWS AND SLIDING DOORS), THE HEIGHT SHALL BE MEASURED DIRECTLY ABOVE SMOOTH, METAL CORNER BEADS TO BE USED ON ALL BE APPROVED BY ARCHITECT AND SHALL BE PLACED OF THE CONTRACTOR TO NOTIFY THE ARCHITECT. AAMA/WDMA/CSA 101/I.S.2/A440 OR AMD 100(FOR I HE RISER FACE. A SPACE NO LESS I HAN 1 J"SHALL CORNERS AND AROUND ALL OPENINGS. AS NOT TO AFFECT THE STRENGTH OF THE WHERE FLUSH FRAMED METAL JOIST HANGERS EXTERIOR SIDE-HINGED DOORS), THIS IS IN BE BETWEEN THE WALL AND HANDRAIL. ALL STRUCTURAL MEMBERS.VERIFY THE CONDITIONS OF THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE SHALL BE USED, UNLESS OTHERWISE SHOWN, ACCORDANCE WITH R609.3. THE WINDOW AND HANDRAIL GRIP SIZES SHALL COMPLY WITH SECTION ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED THE JOB PRIOR TO INSTALLATION. FIELD.ANY DISCREPANCIES SHALL BE REPORTED TO PROVIDE METAL CONNECTORS AT ALL DOOR ANCHORAGE SYSTEM IS TO COMPLY WITH R311.7.8.5 OF THE 2020 RESIDENTIAL CODE OF NEW WITH 5/8"TYPE X FIRE CODE SHEETROCK.APPLY 1/2" ARCHI I EC I IN WRI I ING BEFORE PROCEE=DING. CONNECTIONS INCLUDING JOIST HANGERS AND SECTION R609.7. INDIVIDUAL GLAZED AREAS TO YORK STATE. TYPE X SHEETROCK ON HOUSE SIDE OF GARAGE NO CONCRETE OR MASONRY WORK SHALL BE DONE CONSULTANT: POST CAPS. UNLESS OTHERWISE SHOWN, USE PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, WALLS PER THE 2020 RESIDENTIAL CODE OF NEW DURING TEMPERATURES BELOW 40 DEGREES THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS (3)-2X10's OVER ALL BEARING OPENINGS 6'-0"OR PART 1201 CRITERIA FOR CATEGORY I OR II IN YORK STATE. SHOWER AND TUB ENCLOSURES TO BE FARENHEIT. AND METHODS OF CONSTRUCTION AND FOR SEQUENCES MORE. ACCORDANCE WITH R308.3. GLAZING PANES ARE LINED WITH 1/2""CEMENT BOARD".ALL OTHER AND PROCEDURI=S TO BE USED. TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 BATHROOMS AND LAUNDRY ROOMS TO HAVE 1/2" NO FOOTING SHALL BE PLACED IN WATER OR LAMINATED VENEER LUMBER SECTIONS SHALL HAVE AND R308.1.1. WATER RESISTANT SHEETROCK. DELETERIOUS MATERIAL. ALL WORKMANSHIP AND MATERIALS SHALL BE THE FOLLOWING MINIMUM VALUES; GUARANTEED FOR A PERIOD OF ONE YEAR AFTER Fb=2950 PSI, FV=290 PSI,AND E=2,000,000 PSI. ALL EMERGENCY ESCAPE AND RESCUE WINDOW PROVIDE TWO CONTINUOUS NO.S REINFORCING COMPLETION BY THE CONTRACTOR. THE CONTRACTOR FOLLOW MANUFACTI 1RES RECOMMENDATIONS FOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR PLUMBING' BARS AT THE BOTTOM OF FOOTINGS AS SHOWN IN SHALL BE RESPONSIBLE FOR ENSURING THIS GUARANTEE. BEARING, BRACING,AND FASTENING OPENING OF 5.7 SQUARE FEET, MINIMUM OPENING SECTIONS. REQUIREMENTS. CONTRACTOR SHALL BEHEIGHT:24", MINIMUM OPENING WIDTH 20",ANDA ALL WORK SHALL MEET OR EXCEED THE LATEST CONSULTANT:ALL MATERIALS SHALL BE NEW,UNLESS OTHERWISE RESPONSIBLE TO REVIEW ALL REQUIREMENTS AND MAXIMUM SILL HEIGHT=44"A.F.F.,AS PER SECTION REQUIREMENTS OF ALL NATIONAL,STATE, COUNTY, ALL FOOTING REINFORCING TO HAVE STANDARD SHOWN.ALL WORKMANSHIP SHALL BE FIRST CLASS. APPLY IN FIELD. R310.1.1, R310.1.2, R310.1.3, R310.1.4 OF THE 2020 MUNICIPAL AND OTHER AUTHORITIES WHO HAVE ELECTRICAL: HOOKS AT ENDS. RESIDENTIAL CODE OF NEW YORK STATE. JURISDICTION. ANY DEFECTIVE'WORK AND DAMAGE RESULTING ALL WOOD IN CONTACT WITH CONCRETE MASONRY SAFETY GLAZING IS REQUIRED IN HAZARDOUS ELECTRICAL FIXTURES& COMPONENTS ARE TO BE REINFORCING MARKED/NOTED CONT. (CONTINUOUS) THEREFROM, SHALL BE REPAIRED AND/OR REPLACED AS SHALL BE PRESSURE TREATED. LOCATIONS AS DESCRIBED IN THE 2020 ALL REQUIRED PERMITS AND INSPECTION LABELED IN ACCORDANCE WITH SECTION E3403, SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES AND PAID FOR, REQUIRED AT NO COST TO THE OWNER&AT THE EXPENSE RESIDENTIAL CODE OF NEW YORK STATE, SECTION CERTIFICATES SHALL BE OBTAINED, INTERRUPTING RATING OF CIRCUIT PROTECTIONS IS AND CORNERS AND HOOKED AT NON-CONTINUOUSENDS. OF THE CONTRACTOR, FRAMING TO BE ERECTED PLUMB,TRUE,AND LEVEL R308.4. FURNISHED TO THE.OWNER AT THE COMPLETION OF TO COMPLY WITH SECTION E3404. FOR EQUIPMENT AND TO BE FASTENED SECURELY. THE PROJECT BY THE CONTRACTOR. WORKING SPACE AND CLEARANCE SEE SECTION ALL WORK IS TO BE LEVEL, PLUMB, AND TRUE- PLYWOOD PROTECTION PANELS AS REQUIRED FOR E3445. ELECTRICAL CONDUCTOR MATERIAL, SIZE, ALL REINFORCING SHALL BE SECURELY HELD 1N CLIENT:-_...__.._.....--_ ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH SERVICE WATER HEATERS AND BOILERS ARE TO PLACE WHILE PLACING CONCRETE. IF REQUIRED, PROTECTION OF WINDOWS FROM WIND BORNE INSULATION AND CONNECTIONS ARE TO COMPLY ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED ALL WORK SHALT_BE EXECUTED IN SUCH A MANOR AS TO MATERIALS. DEBRIS,TO BE PROVIDED WITH FASTENERS AND COMPLY WITH CHAPTER 20 AND CHAPTER 28. SEE WITH SECTIONS E3406 AND E3407. PROTECT THE SAFETY OF WORKMAN AND THE PUBLIC, LABELS, AS PER THE 2020 RESIDENTIAL CODE OF SECTION 62408(305}FOR INSTALLATION. SEE BY THE CONTRACTOR TO FURNISH SUPPORT FOR 'l/l!1 LKE Q_ � /r j""►�I /, (�i r`'► DURING CONSTRUCTION. FRAME OUT FOR HEATING, PLUMBING,AND NEW YORK STATE. SECTION 62449(308}FOR CLEARANCE REDUCTIONS. IN ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH ALL BARS. �(�► J V` /'"1�..7 /"'1�y t,j ELECTRICAL AS REQUIRED. ADDITION THE BOILER 18 TO COMPLY WITH SECTION CHAPTER 36. THE RATING OF UNGROUNDED ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES THE REQUIRED EXIT DOOR SHALL COMPLY WITH 62452(631}. CONDUCTORS IS TO BE IN ACCORDANCE WITH "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE 'I 035 SEBASTIAN COVE DGtUE3LF UP JOISTS AROUND AL t_OPENINGS AND PROVIDED AS SHOWN (N DETAILS AND SECTIONS. SHALL BE ERECTED IN ACCORDANCE WITH THE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. SECTION E8002. SIZING OF CONDUCTORS 1S TO BE IN MATITUCK, NY 11952 AUTHORITIES HAVING JURISDICTION OR AS REQUIRED FOR PARTITIONS AND UNDER PARALLEL JOISTS. FUEL GAS PIPING SYSTEM MATERIALS,COMPONENTS, ACCORDANCE WITH SECTION E3603. BRANCH FABRICATION,ASSEMBLY,INSTALLATION TESTING SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. CIRCUIT VOLTAGE LIMITATIONS AND CURRENT THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE - ALL NAILS, STRAPS, BOLTS, RODS,JOIST HANGERS, METHODS, OPERATION AND MAINTENANCE SHALL BE FOR THE ADEQUATE DESIGN AND CONSTRUCTION OF RATINGS ARE TO COMPLY WITH CHAPTER 37& 39. ISSUES/REVISIONS THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF AND OTHER FRAMING HARDWARE TO BE HOT DIPPED IN ACCORDANCE WITH SECTION G2401 (101)AND G2417 ALL FORMS. GALVANIZED. (406 , GAS PIPING IS TO BE DESIGNED 1N Descrlptlon No. Date SKILLED WORKMAN WHO ARE THOROUGHLY TRAINED AND ) ELECTRICAL GROUNDING SYSTEM IS TO COMPLY - ---- ------ _ ACCORDANCE WITH SECTION G2412(401)PIPING -- EXPERIENCED IN THE NECESSARY CRAFTS AND WITH SECTION E3608. T.O.S. INTERNAL REVIEW 03/44/2022 COMPLETELY FAMILIAR WITH THE REQUIREMENTS AND ALL NAILING PATTERNS AND ATTACHMENT METHODS MATERIALS ARE TO COMPLY WITH SECTION G2414(403) ---- METHODS NEEDED FOR PROPER PERFORMANCE OF THE SHALL BE AS PER DETAILS INCLUDED IN THESE STRUCTURAL MEMBERS ARE NOT TO BE WEAKENED REcat FIRED RECEPTAr..I_E OUTLETS, GFI T.O.S.ADMIN WETLAND PERMIT _ 0.8/01/2022 WORK NOTED ON THE PLANS. DOCUMENTS AND THE 2020 RESIDENTIAL CODE OF FIREPLACES AND FLUES: BY INSTALLATION OF GAS PIPING IN ACCORDANCE PROTECTIONS, LIGHTING OUTLETS ARE TO COMPLY NEW YORK STATE. WITH SECTION 62405(302). PIPING INSTALLATION IS WITH CHAPTER 39, ENCLOSED ELECTRICAL WIRING ---�------ THE CONTRACTOR SHALL BOTH COORDINATE HIS MULTIPLE FLUES ARE TO BE INSTALLED IN TO COMPLY WITH G2415(404). PIPING BENDS AND O COMPLY WITH TABLES E3904.6 (1)THROUGH T IS - __ ACTIVITIES WITH THE OWNER AND ARCHITECT DURING ALL REQUIREMENTS FOR ROOF COVERING SHALL BE ACCORDANCE WITH 81001.10. CHIMNEY FLUES CHANGES IN DIRECTION SHALL BE IN ACCORDANCE IS T CONSTRUCTION. IN C OMPLIANC:E WI I H SEC I ION 8905 OF I HE 2020 CONNECTED TO MORE THAN ONE APPLIANCE ARE WITH SECTION U2416(405). D RESIDENTIAL CODE OF NEW YORK STATE. TO HAVE A CROSS SECTIONAL AREA NOT LESSELECTRICAL DEVICES AND LIGHTING FIXTURES ARE _ CONTRACTOR IS RESPONSIBLE TO SPECIFY AND THAN THE AREA OF THE LARGEST CONNECTOR GAS PIPING IS NOT TO BE USED AS A GROUNDING AUG 2 2O�Z - COORDINATE INSTALLATION OF ALL MECHANICAL, PLUS 50%OF THE AREAS OF THE ADDITIONAL CONDUCTOR FOR ELECTRIC AND CONTROL SYSTEMS. TO COMPLY WITH CHAPTER 40. ' - � ELECTRICAL AND PLUMBING DEVICES PER CODE. CHIMNEY CONNECTORS. FURTHERMORE, FLUE ELECTRICAL CONDUCTOR PENETRATIONS THROUGH REFERENCE GENERAL NOTES OF CONFORMANCE HEREIN. CROSS SECTIONAL AREA IS TO COMPLY WITH GAS PIPING IS TO BE TESTED FOR LEAKS IN BUILDING STRUCTURAL COMPONENTS ARE TO Southold Town R1003.14 AND M1805.3. ACCORDANCE WITH G2415.20(404.20). REFER TO COMPLY WITH SECTION E3402. Board of Trustees- SECTION G2417(406)FOR ADDITIONAL NOTES OF � - EXTERIOR AIR INTAKE IS TO COMPLY WITH R1000.2. COMPLIANCE. THE CONTRACTOR SHALL PROVIDE ALL LABOR, ALL FIREPLACES SHALL BE ZERO CLEARANCE U,L, GAS SHUTOFF VALVES ARE TO BE PROVIDED IN MATERIALS, EQUIPMENT,AND APPLIANCES,AND INSURANCE REQUIREMENTS: RATED, UNLESS OTHERWISE SPECIFICALLY NOTED. ACCORDANCE WITH SECTIONS G2420(409)AND 62422 PERFORM ALL OPERATIONS FOR THE WORK SHOWN MECHANICAL. CONTRACTOR SHALL REFER TO MANUFACTURER'S (411). ON THE DRAWINGS.THE INSTALLATION SHALL BE IN ----- - -- PRIOR TO THE COMMENCEMENT OF THE ALTERATIONS, THE INSTRUCTIONS ON INSTALLATION AND MINIMUM ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, CONTRACTOR WHO PERFORMS THE ALTERATIONS SHALL HVAC IS TO COMPLY WITH SECTION N1103(R403). CLEARANCE DIMENSIONS.ALL APPLICABLE NYS WATER AND DRAINAGE PLUMBING IS TO BE INSTALLED ALL REQUIREMENTS PER AUTHORITY HAVING OBTAIN THE FOLLOWING INSURANCE COVERAGE AND EQUIPMENT AND MATERIALS ARE TO BE IN CODES REGARDING ZERO CLEARANCE FIREPLACES IN ACCORDANCE WITH SECTION P2603. WOOD FRAME JURISDICTION. THE CONTRACTOR SHALL OBTAIN AND MAINTAIN THE COVERAGE THROUGHOUT THE DURATION OF COMPLIANCE WITH N1101.3(R101.5.1). HEATING AND SHALL BE FOLLOWED ACCORDINGLY. DRILLING AND NOTCHING ARE TO BE IN ACCORDANCE PAY FOR ANY PERMITS REQUIRED FOR THE _ THE PROJECT: COOLING EQUIPMENT SIZE IS TO BE DESIGNED IN WITH P2603.2. PIPE PROTECTION AGAINST PHYSICAL INSULATION OF THE SPECIFIED WORK AND WORK ACCORDANCE WITH M1401.3. DUCT SYSTEM FOR ALL FLUES MUST BE SIZED FOR ALL APPLIANCES DAMAGE AND CORROSION IS TO BE IN ACC:URUANCE REQUIRED BY OTHER CONTRACTORS.ALL T --- --- --- THE CERTIFICATE OF INSURANCE MUST NAME THE HVAC IS TO BE INSTALLED IN ACCORDANCE WITH THAT ARE CONNECTED BY MAXIMUM RATED BTU WITH P2603.2.1 AND P2603.3 RESPECTIVELY. REFER TO ELECTRICAL EQUIPMENT SHALL BE U/L APPROVED. FOLLOWING AS ADDITIONAL INSURED: SECTION M1601. THICKNESS OF ALUMINUM AND OUTPUT OF TOTAL CONNECTED APPLIANCES. P2603.4 AND P2603.5 FOR PIPES THROUGH FOOTINGS --- - - - - - OR FOUNDATION WALLS. PIPE PENETRATIONS. GALVANIZED SHEET METAL ARE TO BE 1N THE ELECTRICAL CONTRACTOR SHALL PROVIDE - ARCHITECT. ACCORDANCE WITH TABLE M1601.1 A. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS THROUGH FOUNDATION WALLS ARE TO BE SLEEVED LOCATIONS OF RECEPTACLES, SWITCHES, SWITCH BUSCH ASSOCIATES ARCHITECTS AND OTHER PRODUCT SUBMITTALS AS REQUIRED WITH A SLEEVE TWO PIPE SIZES GREATER THAN THE OPERATED RECEPTACLES AND LIGHTING LOCATIONS PROJECT: 90 WEST MAIN ST., BAY SHORE, NY '1706 BY THE LOCAL BUILDING DEPARTMENT. PIPE PASSING THROUGH, IN ACCORDANCE WITH AS REQUIRED FOR PERMITTING AND SCOPE OF P2603.4. WORK PIPE SUPPORTS ARE TO COMPLY WITH SECTION P2605. TABLE P2605.1 APPLIES EXCEPT LEAD PIPE IS NOT TO THE ELECTRICAL CONTRACTOR SHALL FURNISH A BE USED. PIPE MATERIALS ARE TO COMPLY WITH CERTIFICATE OF INSPECTION ATTESTING THAT ALL SECTION P2609. ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN PRESSURE RELIEF DEVICES FOR WATER HEATER ARE COMPLIANCE WITH THE NATIONAL ELECTRIC CODE TO BE PROVIDED AND ARE TO COMPLY WITH SECTION (LATEST EDITION). P2804. WILKE & GAGL'AwI�O FIXTURE TRAPS ARE TO COMPLY WITH SECTION P3201. RESIDENCE 1035 SEBASTIAN COVE MATITUCK, NY 11952 DRAWING TITLE: -� GENERAL NOTES SEAL&S DATE: 01/07/2021 ED ASC PROJECT No.: 216801 �5 QpNIELt y`� DRAWING BY: AC CHK. BY: _ RF No: s GNB .O 02467 FOF N a 02 OF 16 FLOOR DEMOLITION LEGEND ARCHITECT: DEMOLITION KEYED NOTES: r3', BUSCH ASSOCIATES EXISTING WALL TO BE REMOVED "� 1. REMOVE EXISTING WOOD POST& FOOTING.PREP AREA FOR , I' °° W 1 RECONSTRUCTION. 2. PROVIDE TEMPORARY SUPPORT FOR REMOVAL OF SUPPORTING ` '1 rW G'i, rav pp Qo wEST MAIN STREET, BAY SHORE, NY xs7L�Y DECK STRUCTURE. ' ; t TFI. 63191,9,DPe0 EXISTING DOOR TO BE REMOVED FL 2941 WE5T SR 434,SUITE 400,LONG,WQQL1,FL 32779 -� 3" REMOVE EXISTING GIRDER. + � I TEL 407=7v4482 -• 4. EXISTING WOOD JOIST 7 DECK ABOVE TO REMAIN. PROTECT AS r== =D EXISTING WINDOW TO BE REMOVED REQUIRED. "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO EXISTING WATER CLOSET TO BE REMOVED HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS,+HFR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC +� DESC;+:PTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND 1 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID A3.2 D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY - +/-17'-7" +/-8'-8" ----� +/-9'-6" �' +/-16-8" I ! EXISTING LAVATORY AND SUPPORTING CABINET ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC I ------------ ------------� TO BE REMOVED BUSCH ASSOCIATES I I c AREA OF WORK LIMITED TO REMOVAL/ I I I I I I I I I I i GONSULIAN I: REPLACEMENT OF STAIR& RECONSTRUCTION I I ( I I I I I E� STAIR ( DEMOLITION NOTES: OF SUPPORTING DECK STRUCTURE �UP I I I I I I I I LANDING TO BE DEMOLISHED I 1.THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS + REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS / --- ---------------- I I I I I I I I I `------------------ SHOWN OR NOTED ON DRAWINGS. 2.ALL DEMOLITION WORK AND RUBBISH REMOVAL SHALL BE DONE DURING LJ ` — — .--- .---- -- —. LJ --Li -- — — —`— -- �L I HOURS AS APPROVED BY THE BUILDING MANAGEMENT. I 3� 3.THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT I II I AND POWER THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED _ +/-52'-6" I TO PERFORM THE SCOPE OF WORK. CONSULTANT: I I 4. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR I EXISTING DECK& FRAMING TO REMAIN. ( SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. I G-C fi0 PROVIDE TEMPORARY SHORING FOR 2 e' I ( 5.ALL ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL BE REMOVED FROM THE PREMISES. REPLACEMENT OF SUPPORTING STRUCTURE. I I 6. THE CONTRACTOR SHALL REMOVE ALL EXISTING FINISHED FLOORING b> — — — I i INCLUDING TILE,COMPOSITION TILE,ADHESIVES, CARPETING, TACTLESS, r --- -- - - - - -- - ,�, — -- - - -- — — — �— — — t �J — — i Li ETC. IN AREAS OF DEMOLITION, - - - - - * I 3 (E) DECK ABOVE Z I 7.THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHEDFLOORING. _._____,________.._"____..__.............. .... .... .... ............._.____.__.___._.._._______.....,........._.___..._... TO REMAIN 2i I I 8.THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES CONSULTANT: I w ALL PROJECTING ITEMS WHICH ARE BEING ABANDONED. I I 0 4 I I 9.CONTRACTOR TO REMOVE ALL EXISTING FLOOR FINISHES UNLESS EL 1-- I I OTHERWISE NOTED AND PREPARE SURFACES FOR NEW FINISH AS I SPECIFIED IN FINISH PLAN.BAY WINDOW 10.CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS OR ABANDONED PIPING&CONDUIT FROM PROPOSED SPACE.ALL SHALL BE CUT BACK AND If, AL3flVE TO REMAIN CAPPED BEYOND DEMISING PARTITION.TYPICAL OF ALL QUANTITIES IF -�\ rI NOT INDICATED ON DWG. CONTRACTOR TO VERIFY ALL LOCATIONS. -- — f' f —i—f—' f ' --- — — -- --j( —/—--/--f' --— --f— ' - CLIENT: ----- ___ EXISTING CONDITION NOTES: 1. CONTRACTOR R TO PROVIDE VERIFICATION OF ALL DIMENSIONS METHODS,AND MATERIALS OF EXISTING CONSTRUCTION. Y IL KE & GAG LIANO 2.THESE DOCUMENTS RE N ` A INTENDED TO REPRESENT A SPACE PLAN OF 1035 SEBASTIAN COVE INTENDED. EXISTING CONDITIONS ONLY.NO OTHER CONDITIONS ARE IMPLIED OR MATITUCK NY 11952 /Z 3.CONTRACTOR TO FIELD VERIFY LOCATION OF ANY LOAD BEARING WALLS, COLUMNS OR OTHER REQUIRED SHORING. CONTRACTOR TO TO / ,/ ;` NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR ISSUES/REVISIONS JES/REVISIONS ;(E� GARAGE ; i' , ff � � --------- r, tion" DEFICIENCIES. Descrl i34-11, X 28-1,1" f / -- A --- No. Data T.O.S. INTERNAL REVIEW 03/04/2022 { Il r ' ' T.O.S.ADMIN WETLAND PERMIT 08/01/2022 UTILITIES COORDINATION NOTES: 'f I O REMAIN. '` , ' %f 1. CONTRACTOR SHALL COORDINATE LOCATION OF ALL EXISTING AND NEW EXISTING RE A N - ,� ;- ,'' / . NO WORK PROPOSED :' ,( .' /' /` ' "% ,. `� ''2 INCOMING UTILITIES,AND PROVIDE MAINTENANCE AND PROTECTION AS REQUIRED. CONTRACTOR RESPONSIBLE TO CALL FOR MARK OUT OF ALL ' All EXISTING UTILITIES PRIOR TO START OF WORK. 2. CONTRACTOR TO PROVIDE SLE , EVES AND WEATHER PROTECTION FOR WALL PENETRATIONS AT INCOMING UTILITIES. / 3.ALL UTILITIES SHALL BE AS PER LOCAL VILLAGE,TOWN STATE AND ----- ------ GOVERNING AGENCIES'CODE. -- —� -- , / Z , CJ f" . f' _ A3.2 L/ / z " ,A II Q w m � , I I , (E) MECHANICAUSTORAGE 'W m ---- �! CL - �,UG 22022 "5-7 X 7-2 -- SOu#t".ald Town PROJECT: UP MUD ROOM. 221 J"X ' 0" /f✓ r'f .''�� �'''/ / / / - — 'V� ice// l\r I •N O WILKE { I RESIDENCE z 1035 SEBASTIAN COVE w/LL (E) PORCH ABOVE% f% MATITUCK, NY 11952 DRAWING TITLE: CEL - -- ------ --- — I - -- - - - -- -- -� I LAR DEMOLITION/ EXISTING PLAN - --- -- ---- --- - --- --- -- --- SEAL&SI E DATE: 01/07/2021 ----------------- " \ I eRED A& PROJECT No.: 216801 1' 0 1' 2' 4' 8' '4' ��5 �ANIE� !>, DRAWING BY: AC L - -- -- -- — — ——— - - RF .-.______ � - tt, �O � . F _ CELLAR DEMOLITION PLAN ,� UP , ,�--- - �o �x� DWG No: 1_ SCALE: 1/4"=1'-0" 12'-6" ftl AREA OF WORK LIMITED TO REMOVAL& _ � n 1 REPLACEMENT OF ENTRY STAIR . 0246TH PD -lJ A3.1 9T�OF NE14 03 OF 16 FLOOR DEMOLITION LEGEND ARCHITECT: 1ST FLOOR DEMOLITION KEYED NOTES: BUSCH ASSOCIATES 1. REMOVE EXISTING RAILING/POST EXISTING WALL TO BE REMOVEDARCHITECTS 4"dw J u 2. REMOVE EXISTING STAIR/SUPPORTING STRUCTURE. h a NY 90 WEST N8 TIN STREET, BAY SHORE, NY 11700 3, REMOVE EXISTING DECORATIVE COLUMN. MAINTAIN STRUCTURAL POST PREP AREA FOR NEW COLUMN ENCLOSURE. TEL 631,96')0900 EXISTING DOOR TO BE REMOVED FL !2041 WEST SIR SUITE 400,LONGl4+00>),FL 32 779 TEL:407°979,4482 4. EXISTING WOOD DECKING& DECK JOISTS TO REMAIN. EXISTING WINDOW TO BE REMOVED "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED.THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO r EXISTING WATER CLOSET TO BE REMOVED HIS/{ER ITEM THEIR SEAL AND THE PJOTATIOPJ 'ALTERED BY" FOLLOWED BY I HIS,+HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF 71HE ALTERATION ON THE DRAWING. " THE PLANS AND 1 W SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS AL3.2A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID r------ D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY +/-17'-7"' +/-8'-8" +/_g'_6�� L. +/-16'-8" ; i TO BE REMOVED 13USCHAS ASSOCIATES EXISTING LAVATORY AND SUPPORTING CABINET ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D BUSCH ARCHITECT,PC ---------------------------�- Q I I SOC S f Lr�_- -- -- - - --� r---------------------trt� I CONSULTAN I.�__ AREA OF WORK LIMITED TO REMOVAL/ REPLACEMENT OF STAIR& RECONSTRUCTION I I I I I I I I ( E� S) TAIR iiI I DEMOLITION NOTES: UP1.THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS OF SUPPORTING DECK STRUCTURE 2 LANDING TO BE DEMOLISHED I REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS + -------------------� I I I iiI ��------------------- 1\ SHOWN OR NOTED ON DRAWINGS. L _1_l_ I _I2.ALL DEMOLITION WORK AND RUBBISH REMOVAL SHALL BE DONE DURING rr -------------------- ----=----------- ---- -----------Lj L------------------------tom---------------------LT T HOURS AS APPROVED BY THE BUILDING MANAGEMENT. I I i i I 3.THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT +/-52'-6" I AND POWER THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED _ I (I I I I III I TO PERFORM THE SCOPE OF WORK. CONSULTANT: 4.. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR I Ii i SHORING FOR I I SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. G.0 TO PROVIDE TEMPORARY SH III ( I EXISTING DECK& FRAMING REMAIN. i) I 5.ALL ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL III I REPLACEMENT OF SUPPORTING STRUCTURE. iiI I BE REMOVED FROM THE PREMISES.6.THE CONTRACTOR SHALL REMOVE ALL EXISTING FINISHED FLOORING cn I (i i iI I INCLUDING TILE, COMPOSITION TILE,ADHESIVES, CARPETING, TACTLESS, I 4 I 4 I 7.THE CONTRACTOR SC. IN AREAS OF HALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING. --'------ ---- ------ (E) DECK TO REMAIN III I CONSULTANT: I III I I I �iI I 8.THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES ALL PROJECTING ITEMS WHICH ARE BEING ABANDONED. i li i 1 I ( iiI I 9.CONTRACTOR TO REMOVE ALL EXISTING FLOOR FINISHES UNLESS OTHERWISE NOTED AND PREPARE SURFACES FOR NEW FINISH AS III III SPECIFIED IN FINfSH PLAN. 10. CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS OR ABANDONED PIPING&CONDUIT FROM PROPOSED SPACE.ALL SHALL BE CUT BACK AND III III CAPPED BEYOND DEMISING PARTITION.TYPICAL OF ALL.QUANTITIES IF II - II . - -- ,`� rr._ �• NOT INDICATED ON DWG.CONTRACTOR TO VERIFY ALL LOCATIONS. 4 _-J CLIENT: -- __ __� --= _ _ '-__ ____ -' EXISTING CONDITION NOTES: / 1.CONTRACTOR TO PROVIDE VERIFICATION OF ALL DIMENSIONS V I L K E CG AG L IlV O METHODS,AND MATERIALS OF EXISTING CONSTRUCTION- . �I Il !, 2.THESE DOCUMENTS ARE INTENDED TO REPRESENT A SPACE PLAN OF 1035 SEBASTIAN COVE EXISTING CONDITIONS ONLY. NO OTHER CONDITIONS ARE IMPLIED OR • , ' ' ; '' ' ,. .i ', ' ,'�,� . •,rr' , � MATITUCK, NY 11952 INTENDED. . ` / l ' , ' 3.CONTRACTOR TO FIELD VERIFY LOCATION OF ANY LOAD BEARING G , VNG RO6M , MASTER BEDROOM WALLS COLUMNS OR OTHER REQUIRED SHORING.CONTRACTOR TO TO ISSUES/REVISIONS r / 19'-7"X 15'-3" " *_ NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR , %` 22 10 X 13 7 � ? - -- --------- - �` r ,, •/` , - ^'' I, ;i r' r'" DEFICIENCIES. DeSCrlptlon ------- No. Date _. r' 1- p"i % % 1 O REMAIN. -- T.O.S. INTERNAL REVIEW ra r /' .%' r'` EXISTING T , � 03/04/2022 DINING RDOM' NO WORK PROPOSED I ), „ . rf ' . / / j' / . i WETLAND PERMIT 08101/2022 19 '1 X 426 ..-= T.O.S.ADMIN WE -- - -- - -_— /'_' _ - • • ' UTILITIES COORDINATION NOTES. f r 1.CONTRACTOR SHALL COORDINATE - i i' I/'' i`' ;'' i / ,�,` •'r' .i / E LOCATION OF ALL EXISTING AND NEW ,f• I ' INCOMING UTILITIES,AND PROVIDE MAINTENANCE AND PROTECTION AS REQUIRED.CONTRACTOR RESPONSIBLE TO CALL FOR MARK OUT OF ALL ' — � �' •�.�___,, �-___ ' ,. ;^ jJ" - EXISTING UTILITIES PRIOR TO START OF WORK. ( ,'' r �' 2. CONTRACTOR TO PROVIDE SLEEVES AND WEATHER PROTECT � r ION FOR ------ - µ� / i' LL LLPENETRATIONSA INCOMING UTILITIES. 3.ALL UTILITIES SHALL BE AS PER LOCAL VILLAGE,TOWN,STATE,AND - - - - i , } �r ;--;�;, i' GOVERNING AGENCIES'CODE. - - - F, t - 7— L - ` - i ,'' f / . 3 7, r. L / I _2 / / , r a� r { , J fr; i i } — .r { r` j I r MASTER'I3ATF' I �� i A3 A3.2 i .1 I; -, I �' I i r r �• HALL I. AL f`I IA i I I I.. 1 X t I r ^ j - _ - -- I { I KITCHEN , I {, y - ' 15'-6"X 16'-6"' - I— { , I PROJECT: _ , r •r ,'` , �I .. -. I ,� � - I I WAL LAUNDRY i FOO A �\� K-IN ;�' }' CLOSET AUG Z ZOZZ I I f 6-6 X 9'-11 17,'-,0"X 14'-7"` Southold Town ;r / Board of Trustees BATH #01 ti ,56' X6'0' WILKE & GAGLIANO 1 � r I RESIDENCE II III II II 11 II 11 11 tE) PORCH i 1035 SEBASTIAN COVE 44-4"X 8'-0" i i ! MATITUCK, NY 11952 II II EXISTING TO REMAIN j NO WORK i i DRAWING TITLE: II 11 II II II 3 II r-------------------- - r------------- --- —— ——————————=r- -------------------- r-_-- __ _fi�---- ___-...__----- r------ ------_ -_._ 11 - -i1^ - -- I h;------ --- -- -;4 I ' 1 FLOOR I I;; _ ;;I I DEMOLITION PLAN !------ -+/-9'-610 1. L-- --- --- --I + _ A EXCLUDED FROM SCOPE OF WORK I ii ---_- - 2 - - ��� I SEAL& — -- ARE E DATE: - 01/07/2021 h�-- ---- -_- - - - -aa I EDS •<<G-R F? PROJECT No.: 216801 ��---- - - -- - - -- may Z. �5 6041Et� j� . DRAWING BY: AC ._ _ -- -- - -+/-12'-6i' ----�- I III1 ���� kp O.� CHK. BY: RF 1ST FLOOR DEMOLITION PLAN UP o ,r s DWS No: SCALE: 114"=1'-()" -----__ P__ AREA OF WORK LIMITED TO REMOVAL& D1 .1 REPLACEMENT OF ENTRY STAIR. Sj. Q� O24671 ,p A3.1 �TFOF N`r�� 04 OF 16 FLOOR DEMOLITION LEGEND ARCHITECT: 2ND FLOOR DEMOLITION KEYED NOTES: ' ^' 1.cI ^ " BUSCH ASSOCIATES 1. REMOVE FALSE FLOOR BUILT UP IN VAULTED CEILING& PREP AREA EXISTING WALL TO BE REMOVED , k fi l+^1^ �k f * ' ARCHITECTS RCH`TECT FOR NEW FLOOR FINISH. +$ 3 -+� 2. CUT DOWN EXISTING FLOOR FRAMING. REFER TO SECTION FOR ADDITIONAL INFORMATION .PREP AREA FOR NEW BALCONY aNy 90 WEST MAIN STREET, SAY SHORE, NY 11706 rll 4 I TEE.:631,969 09.00 EXISTING DOOR TO BE REMOVED FL z9at\aFSTSRa3a,SUITE a 7,LONGWOOD,FL32779 -+ 3. EXISTING WOOD FLOOR TO REMAIN. PROTECT AS REQUIRED a �'''`�"°° » '' _" "'' �TEE:40 979.aaRR 4. EXISTING BATHROOM TO REMAIN EXISTING WINDOW TO BE REMOVED 'IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED.THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO EXISTING WATER CLOSET TO BE REMOVED HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY t HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID A3.2 D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATONS WILL BE THE 1 1 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY EXISTING LAVATORY AND SUPPORTING CABINET ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" TO BE REMOVED Q BUSCH ASSOCIATES r r -- 1--� r ----------- --- ------ t �CONSULIANvI: -r III DEMOLITION NOTES: 1.THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS SHOWN OR NOTED ON DRAWINGS. - - - -T -1 - -- - - - 2.ALL - -- - - DEMOLITION WORK AND RUBBISH REMOVAL SHALL BE DONE DURING - -- - --- _� --- ------- -- t , - -- -- - �.-., - --- -- -- - - - HOURS AS APPROVED BY THE BUILDING MANAGEMENT. 3.THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT III � I AND POWER THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED _ (i ( TO PERFORM THE SCOPE OF WORK. CONSULTANT: 4. UPON COMPLETION OF THE DEMOLITION WORK,THE CONTRACTOR I ! 10 SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. 5.ALL ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL BE REMOVED FROM THE PREMISES. SII III 6.THE CONTRACTOR SHALL REMOVE ALL EXISTING FINISHED FLOORING I l INCLUDING TILE, COMPOSITION TILE,ADHESIVES,CARPETING, TACTLESS, ETC. IN AREAS OF DEMOLITION. 7.THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW III � II FINISHED FLOORING. ....... __-__._....-._____-�� 8.THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES CONSULTANT: ALL PROJECTING ITEMS WHICH ARE II III 9. CONTRACTOR TO REMOVE ALL EXISTING FLOOR FNG INISHES UNLESS OTHERWISE NOTED AND PREPARE SURFACES FOR NEW FINISH AS III III -- SPECIFIED IN FINISH PLAN. 10. CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS OR ABANDONED II II - PIPING&CONDUIT FROM PROPOSED SPACE.ALL SHALL BE CUT BACK AND L� �._........._ _.. ..... -___._._._ _..... T. CAPPED BEYOND DEMISING PARTITION.TYPICAL OF ALL. QUANTITIES IF NOT INDICATED ON DWG. CONTRACTOR TO VERIFY ALL LOCATIONS. CLIENT F. _____ ._.._ - = _ .. EXISTING CONDITION NOTES: � I� _ -- - - DIMENSIONS, TINT L.�CE & GACA L Ir�,NO ---- _ 1 CONTRACTOR TO PROVIDE VERIFICATION OF ALL DIMEN S METHODS,AND MATERIALS OF EXISTING CONSTRUCTION. 2.THESE DOCUMENTS ARE INTENDED TO REPRESENT A SPACE PLAN OF 1035 SEBASTIAN COVE - - - - -- - I ( _ - - - -- I I _ _ _.... _ EXISTING CONDITIONS ONLY. NO OTHER CONDITIONS ARE IMPLIED OR I� 2 _I 1 INTENDED. MATITUCK, NY 11952 _ I - --- - - - =_ ==-- 3 CONTRACTOR TO FIELD VERIFY LOCATION OF ANY LOAD BEARING - - - ------------------ —�'_ -t— _ r- -1 r J L_�� WALLS, COLUMNS OR OTHER REQUIRED SHORING CONTRACTOR TO TO ISSUESlREVISIONS NOTIFY ARCHITECT(IN WRITING)OF ANY DISCREPANCIES OR 'f DEFICIENCIES. Descrlptlon No. Date T.O.S. INTERNAL REVIEW 03/04/2022 T.O.S.ADMIN WETLAND PERMIT 08/01/2022 U! J ATTIC/STORAGE UTILITIES COORDINATION NOTES: i I � 1. CONTRACTOR SHALL COORDINATE LOCATION OF ALL EXISTING AND NEW - ® Wr I I INCOMING UTILITIES,AND PROVIDE MAINTENANCE AND PROTECTION AS -_ - BEDROOM #03 _ REQUIRED. CONTRACTOR RESPONSIBLE TO CALL FOR MARK OUT OF ALL — I 4 CLOSET3 , I I EXISTING UTILITIES PRIOR TO START OF WORK. I ( III G- 2. CONTRACTOR TO PROVIDE SLEEVES AND WEATHER PROTECTION FOR WALL PENETRATIONS AT INCOMING UTILITIES. --_ _ � � . III F_-, I 3.ALL UTILITIES SHALL BE AS PER LOCAL VILLAGE,TOWN, STATE,AND ----- --- - - --- - - .__...._.._ :R r �I BATH #01 !_-----------_- I ( I) 1 GOVERNING AGENCIES'CODE. - - __.___��.N_ ... BEDROOM #02 ' ._ II n I � -. - .. _ J L__j CLOSET ir L--- --- -----A3.2 A31 ------_---- HALL CLOSET --- CLOSET DN \ ,I I - -- _ I 3 I, D EPROJE -_ _ -- - AUG - 2 2022 CT. --- BATH #02 _ 1_ - _ lit _..._ ' __. ..._ - ,,I Southold Town Board of Trustees v r- - . � I I � - -- - — - - - - CLOSET - GA L A N 0ILKE ---- - - - L - ------ RESIDENCE 1035 1035 SEBASTIAN COVE MATITUCK, NY 11952 --------- ----- - DRAWING TITLE: T --- -- - - -- --- -- ---- - - _ -_ -- - -- - 2ND FLOOR - -- DEMOLITION PLAN - ill Ili - - - - - - - - - - - /---- - - - - SEAL&SIGNATLJ E DATE: 01/07/2021 Tier \%;� r��eDA/�G, PROJECT No.: 216801 - - - -- - - - - - 1 0 1 2 4 8 �' �� OPNIlr1L �ASF DRAWING BY: AC - - - - �. L- - - - - - - - - - - - - � I k" 111111111!I <v ,4 GcD� �,� 2ND FLOOR DEMOLITION PLAN CHK. BY: RF DWG No: SCALE: 1/4"=1'-0" * r D1 .2 �246'� ,yOQ� _ A3.1 F 02 NSC 05 OF 16 FLOOR DEMOLITION LEGEND ARCHITECT: ROOF DEMOLITION KEYED NOTES: ,, BUSCH ASSOCIATES - CTS 1. REMOVE EXISTING ROOF SHINGLES& PREP AREA FOR NEVI!ROOF. EXISTING WALL TO BE REMOVED , "- ^ w EXISTING ROOF STRUCTURE& SHEATHING TO REMAIN, I `� 2. EXISTING FLUE TO REMAIN. PROTECT AS REQUIRED N1 90 WEST MAIN STREET, BAY 5H011E, NY 11706 !TEL 631,96q 09M 3. EXISTING RIDGE TO REMAIN. PROVIDE TEMPORARY SHORING AS EXISTING DOOR TO BE REMOVEDEE 2941 WEST SR 434,SUITE 4on,LOrWWP)OD,FI~32779 REQUIRED FOR CONSTRUCTION OF NEW DORMER ` x _ - 2 rr1 0M),9.4432 EXISTING WINDOW TO BE REMOVED 'IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A.LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ETM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO EXISTING WATER CLOSET TO BE REMOVED H1S•!HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWFD BY t HIS,'HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PIANS AND 1 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NErOTIATION.S BETWEEN THE OWNER AND DAVID ------- D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY EXISTING LAVATORY AND SUPPORTING CABINET ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC TO BE REMOVED ® BUSCH ASSOCIATES CONSUL TAN I....�._.._....._.._..___........_._.._..._.._.__ DEMOLITION NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS SHOWN OR NOTED ON DRAWINGS. I- -I- -J - L -1 - L- I -I 2.ALL DEMOLITION WORK AND RUBBISH REMOVAL SHALL BE DONE DURING __ - - - - - - - - -i1T..____________.__.._._._-.____a- -.-----_- - - - - - ... ._._ -L_J----------- - ------- --------------LJ L�-- - - - - - - -_� r-------- -----.�_._-�- -- i� -4-_ ------------------ ------- -- ---------- I HOURS AS APPROVED BY THE BUILDING MANAGEMENT, 3.THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT III III AND POWER THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED III i i TO PERFORM THE SCOPE OF WORK. CONSULTANT: III III 4. UPON COMPLETION OF THE DEMOLITION WORK,THE CONTRACTOR I SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. 5.ALL ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL BE REMOVED FROM THE PREMISES. I I III 6.THE CONTRACTOR SHALL REMOVE ALL EXISTING FINISHED FLOORING INCLUDING TILE, COMPOSITION TILE,ADHESIVES,CARPETING, TACTLESS, 11 DECK BELOW �'� ETC. IN AREAS OF DEMOLITION. 7.THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING. 8.THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES CONSULTANT: ��-�� EXISTING STRUCTURE& WORK LIMITED TO REMOVAL OF EXISTING DORMERS&PART OF ROOF EXISTING FIREPLACE ALL PROJECTING ITEMS WHICH ARE BEING ABANDONED. SHEATHING TO REMAIN. TO PREPARE AREA FOR NEW SHED DORMER WITHIN EXISTING ROOF FLUE/CHIMNEY TO REMAIN i 9. CONTRACTOR TO REMOVE ALL EXISTING FLOOR FINISHES UNLESS III REMOVE SHINGLES ONLY. i OTHERWISE NOTED AND PREPARE SURFACES FOR NEW FINISH AS PREP AREA FOR NEW ROOF. i' �� `' SPECIFIED0. CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS OR ABANDONED III III ` —--------------- PIPING &CONDUIT FROM PROPOSED SPACE.ALL SHALL BE CUT BACK AND -._ - - - _ - ---- - — - - -- -... -- --- -- ---- _ - - -- -�-- -- --- - - -- - - - --- - l NOT INDICATED ON DWG. IF _....... ... ._... ._.m_ m _ CAPPED BEYOND DEMISING PARTITION TYPICAL OF ALL QUANTITIES � __ __- — __ — -- 1 CONTRACTOR TO VERIFY ALL LOCATIONS CLIENT. ` .--------------. -- -.,--------------� - - - ------_----- � ----- - ! EXISTING CONDITION NOTES: 1.CONTRACTOR TO PROVIDE VERIFICATION OF ALL DIMENSIONS, WI LICE & GAG LIANA -- — - - - - — - - — - = --- _ METHODS,AND MATERIALS OF EXISTING CONSTRUCTION. - - -= _-- 1 ( _ -- !I - - _ — - -_ _-- _-� i I - - I I 2.THESE DOCUMENTS ARE INTENDED TO REPRESENT A SPACE PLAN OF EXISTING CONDITIONS ONLY. NO OTHER CONDITIONS ARE IMPLIED OR MATITUCK,TNY 11952 1035 SEBA COVE j - I INTENDED. y1y 3.CONTRACTOR TO FIELD VERIFY LOCATION OF ANY LOAD BEARING li I j I WALLS, COLUMNS OR OTHER REQUIRED SHORING. CONTRACTOR TO T4 ---- ._ NOTIFY ARCHITECT(IN WRITING)OF ANY DISCREPANCIES OR ES/REVISIONS -- \SSU DEFICIENCIES. ---- -- - --- - -_ --- j --- - - ! 2 I. Descrlptlon No. Date T.O.S. INTERNAL REVIEW 03/04/2022 T.O.S.ADMIN WETLAND PERMIT 08/01/2022 UTILITIES COORDINATION NOTE -_ �V- - 1. CONTRACTOR SHALL COORDINATE _ ,I I NATE LOCATION OF ALL EXISTING AND NEW I I / _ mm. -------- INCOMING UTILITIES,AND PROVIDE MAINTENANCE AND PROTECTION AS REQUIRED. CONTRACTOR RESPONSIBLE TO CALL FOR MARK OUT OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. / 2. CONTRACTOR TO PROVIDE SLEEVES AND WEATHER PROTECTION FOR WALL PENETRATIONS AT INCOMING UTILITIES, _.._._._ 3.ALL UTILITIES SHALL BE AS PER LOCAL VILLAGE,TOWN, STATE,AND GOVERNING AGENCIES CODE. JeLl I --------- ---------- _- . ._A3.2 F --------- --------- A3.1 - ' P - --- '-- ----- - _ ----------- 10 PROJECT: AUG 2 2022 EXIST114G TO REMAIN RF III Southold Board ofTrus ees 'ILKE & GAGLIANO . - _- - - -- _ - - -- 1_ �� ) _ -- RESIDENCE -------- -_------ ------ j ' I i 1035 SEBASTIAN COVE EXISTING STRUCTURE& MATITUCK, NY 11952 SHEATHING TO REMAIN, REMOVE SHINGLES ONLY. PREP AREA FOR NEW ROOF. DRAWING TITLE: ROOF - - - WORK LIMITED TO REMOVAL OF -_ - - - ' � - - - - WORK LIMITED TO REMOVAL OF DEMOLITION PLAN EXISTING DORMER ROOF EXISTING DORMER ROOF SEAL 8si3 DATE: 01/07/2021 PROJECT No.: 216801 1' 0 1 2' 4� ' (? O �G F DRAWING BY: AC 8' 1 ♦ pP C - -- - - - - - - - - - - - - - --U�\ CHK. BY: RF _ ROOF DEMOLITION PLAN GNo: SCALE: 1/4"=1'-0" 1 D1 .3 02467 �QQ` A3.1 SOF NE`s 06 OF 16 CELLAR CONSTRUCTION KEYED NOTES: FOUNDATION LEGEND ARCHITECT: NEW CONCRETE FOUNDATION AND FOOTING. BUSCH ASSOCIATES t 6X6 PRESSURE TREATED WOOD POST SECURED TO NEW FOOTING/ PROVIDE F, MPSI AND ALL CING A 'k C I T E �41 PIER BELOW. AS NOTED IN SECTIONSINIMUM AND CONCRETEREINFORNOTES. N: REFERENCE OTHER SHEETS. 2, POURED CONCRETE FOOTING/PIER.GRADE VARIES.ALL FOOTING NY 90 1ATST MAIN 5TREET, BAV SHORE, NY170 1f, TO EXTEND BELOW FROST LINE. MIN 36"BELOW GRADE TEL 631.96-1.0000 STRUCTURAL BEARING MEMBER, SEE PLANS 7 FL 2941 e%?F�l M 4a 4,9,11Tr 4,0,L011`4�',001),FL 327'79 FOR REFERENCE TO TYPE; IE. STEEL,WOOD 3. PROVIDE TEMPORARY SHORING AS REQUIRED TO MAINTAIN OR LAMINATED MEMBER. T[L4"'`979442'' 079 794422 EXISTING DECK. REPLACE SUPPORTING STRUCTURE AS SHOWN ON PLANS. SIZE LOCATION FRAMING SIZE,SPACING AND DIRECTION 'IT M A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE 4. l'-O" DIAMETER SONOTUBE FOOTING AT STAIR STRINGER SUPPORT BEARING POST(ABOVE). POST SIZE SHALL DIRECTION OF A LICENSED ARCH!TECT ENGINEER,TO ALTER IN ANY WAY ANY C3 0 PROVIDE FOR MINIMUM BEARING PER CODE OF ITEM ON THESE DRAWINGS IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 5. NEW STAIR. COORDINATE RISER HEIGHENGINEER IS ALTERED,THE ALTERING ARCHITECT ENGINEER SHALL AFFIX TO AND REGRADE SLOPED MEMBER BEING SUPPORTED. H�C,`HER ITEM THEIR SEAL AND THE NOTATION'ALTERED BY" FOLLOWED BY GRADE AS REQUIRED TO MEET PROPOSED STAIR LANDING H SMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND STEEL BEARING COLUMN.ALL TO BE 3 1/2' SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS 0 ASC STEEL MANUFACTURED COLUMNS WITH A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID . BUSCH, ARCHITECT, PC THESE PLANS AND SPECIFICATIONS WILL BE THE ———————————————————————— WELDED BEARINC PLATE, U.O.N. 1)SUBJECT OF A COPYRIGHT PETITION AND W� Y NOT BE REVISED OR REUSED BY 4 =. — __1 ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHIT—LCT,PC- NEW STAIR: 5 Ff_1 f E-1 7 (D BUSCH ASSOCIATES AREA OF WORK LIMITED TO REMOVAL/ 10 RAISERS@ T' V.15 7— ELEVATION OR SECTION 9 TREADS(a) 11" —7 F/ TY REPLACEMENT OF STAIR&RECONSTRUCTION ADJUST SLOPED GRADE AS REQUIRED EIR P.T1 CONSULTANT: OF SUPPORTING DECK STRUCTURE X 6 ION NUMBER N —1 L _J L _J UP Q0 " 1 (0 REVISION TO DRAWING 21 1 1 1 1 '1�1 I 1�_ TYP.2"------------------------------ - F-1 P. -1 AREA OF REVISION Ff— A I ------ PRESSURE TREATED77Z', DOOR NUMBER-KEYED TO DOOR SCHEDULE (TYP) L L L -1 L _J L _J (D WINDOW TYPE-KEYED TO WINDOW SCHEDULE >- 76- CONSULTANT.- _j < ? KEYED NOTE E a NEW(3)2"X 8'GIRDER 3 PRESSURE TREATED X WALL TYPE. REFER TO WALL TYPE DETAILS D 6' - 2 2022 7'-1 "-1 -- T-11" 11 v-7'# 6-7 4 4 1 0 ROOM NAME AUG NEW(31KZ 12- GIRDER 0 — I I ROOM NAME AND ROOM NUMBER/DIMENSION �; (a _ I - �� — IPRESSURE TREATED zo 000 z Z I F- �E F:11 z CL 2 CEILINGfWALL MOUNTED SMOKE DETECTOR, Board 11 US— �:ij L L 0 < Z) WITH BATTERY BACKUP,AND WIRED FOR CON6ULTA1\ 7 z 2 LU w ILL w ILL CENTRAL ALARM, PROVIDE HARD WIRED' _j _j 7 M cr) CO 0 CONNECTION (TYP. FOR ALL) Z 0 Z (E) DECK ABOVE LL F- 0 P: 0 a U) 00 v~i I (- - _ - _ _- CEILING/WALL MOUNTED HEAT DETECTOR, 4 x x w w (E) BAY WINDOW /U-\ WITH BATTERY BACKUP, AND WIRED FOR DOUBLED UP EXISTING DOUBLED UP i V .0 FRAMING FRAMING FRAMING ABOVE CENTRAL ALARM. PROVIDE'HARD WIRED' CONNILC I ION (I YP. FOR ALL) CEILING/WALL MOUNTED CARBON MONOXIDE CLIENT: •—^---- ------———----- ------ -——--------- --------———————— ——— ——————————————————— DETECTOR,WITH BATTERY BACKUP, AND WIRED FOR CENTRAL ALARM. PROVIDE'HARD WIRED' CONNECTION (TYP. FOR ALL) WILKE & GAGLIANO ABBREVIATIONS: 1035 SEBASTIAN COVE V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER MATITUCK, NY 11952 q CENTER LINE P.C. POURED CONCRETE CONT. CONTINUOUS P.T. PRESSURE TREATED L J O.C. ON CENTER HDR. HEADER ISSUES/REVISIONS (E) GARAGE C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER Description No. Date 34'-11"X28'-11" , F.J. FLOOR JOIST T.O.F. TOP OF FOUNDATION/FOOTING TOS INTERNAL INTERNAL REVIEW 03/0412022 D.J. DECK JOIST U.O.N. UNLESS OTHERWISE NOTED F.F. FIRST FLOOR SLAB T.O.S.ADMIN WETLAND PERMIT 08/01/2022 EXISTING TO REMAIN, ANCHOR NOTES: NO WORK PROPOSED 1.A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. 2.ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE OR 7 INCHES IN MASONRY BLOCK FOUNDATIONS WHEN RESISTING LATERAL AND SHEAR LOADS ONLY. 0— C. L 3.ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 INCHES OF CORNERS, 4. SILL PLATES OR BOTTOM PLATES SHALL BE PRESSURE TREATED AND 0 HAVE FULL BEARING ON THE FOUNDATION SYSTEM. 2 2 5. REFER TO WIND LOAD DESIGN SHEETS FOR MINIMUM SIZE AND z wi ------ > A3.1 SPACING OF ANCHOR BOLTS.AND OTHER FOUNDATION STRAPPING 3: 0 REQUIREMENTS. >_ CO < (E) MECHANICAL/STORAGE w CODE COMPLIANCE NOTES: -----_--.-- J 1. THE MINIMUM NET AREA OF VENTILATION OPENINGS IS NOT TO BE LESS THAN I S.F. FOR EACH 150 S.F. OF UNDERFLOOR SPACE. t ED W1 A VAPOR EXCEPT WHEN GROUND SURFACE IS TREATICZ IAL, PROVIDE 111500 VENTILATION AREA AND RETARDER MATERIAL, ' CL LOCATE TO PROMOTE CROSS VENTILATION. REFER TO FOUNDATION PLAN FOR LOCATIONS. 5'-7"X 7-2" 2. ALL ANCHOR BOLT SIZE AND SPACING SHALL BE AS PER WIND LOAD/STRAPPING DESIGN DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH 8403.1.6. PROJECT: 1 PROVIDE SMOKE DETECTION,HEAT DETECTION AND CARBON MONOXIDE DETECTION PER PLANS LOCATIONS, (POWER SOURCE FOR o— SMOKE ALARM SYSTEM IS TO COMPLY WITH R314). 4. WALL AND CEILING FINISHES ARE TO HAVE A FLAME-SPREAD 7 CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH R302.9.1 AND A SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 IN u ACCORDANCE WITH 8302.9.2. TESTING AND ALTERNATE TEST MUD ROOM l METHODS MUST COMPLY WITH R302.9.3 AND R302.9.4 RESPECTIVELY. X '-Olt 22-T 5. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. ,' �'` �`` �� ��- -- �'� --- �--:-�_-=-�--�-- ` i - � I ALL POURED CONCRETE WALLS, FOOTINGS, PIERS,GRADE BEAMS AND ' RESIDENCE PADS SHALL BE 3,000 PSI POURED CONCRETE UNLESS OTHERWISE WILKE & GAGLIANO NOTED.ALL SLABS SHALL BE AIR ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI @28 DAYS. 0 z ALL FLOOR JOISTS TO BE DOUBLED UNDERNEATH ALL PARALLEL 1035 SEBASTIAN COVE Z' PARTITIONS, BATH TUBS&ANY OTHER HEAVY APPLIANCES. MATITUCK, NY 11952 0� w (Ej PORCH ABOVE "/ x BRIDGING JOIST NOTE: DRAWING TITLE: PROVIDE ONE ROW OF BRIDGING EVERY 8'-0"OF JOIST SPAN. — --- ———————————--- rz] FOOTING SCHEDULE MARK SIZE CELLAR - - - -- - - - - - - NEW STAIR: F-1 3'-6"x3'­6"xl 2" — I CONSTRUCTION PLAN 8 RAISERS @ 725-VJ�F i 5 F-2 7 TREADS@ 11- Anil-IST RISER AS REQUIRED F-3 F-4 AREA EXCLUDED FROM SCOPE OF WORK 4 SEAL DATE: 01/07/2021 — — — — -- F-5 NOTES: No.: 216801 D ApC PROJECT NC 1 /1 -.0 rNI E BG DRAWING BY: AC it 0 V 2' 4' 41 1.ASSUMED SOIL BEARING VALUE 2000 PSF. 0 © 2.ASSUMED CONCRETE STRENGTH @ 28 DAYS 3000 PSI U.O.N. CHK. BY: RF 9'-2" CELLAR CONSTRUCTION PLAN 3. UNDERSIDE OF ALL FOOTINGS IN UNHEATED ARE-AS TO EXTEND 3!-0" DWG No: RED RE� -Z+ I , _j V-7- AUG 2 2022 Southold u I T o tho,d own MIN. BELOW FINISHED GRADE OR LOCAL FROST LINE. SCALE: 1/4"=V-0" 4. B.E.W. = BOTTOM EACH WAY. AREA OF WORK LIMITED TO REPLACEMENT OF ENTRY STAIR . A1 .1 -4-.. 0 4 A41 A3.1OiF=N 07 OF 16 CONSTRUCTION LEGEND ARCHITECT: 1ST FLOOR CONSTRUCTION KEYED NOTES: BUSCH ASSOCIATES 1. STITCH IN WOOD DECKING AS REQUIRED AT RELOCATED STAIR f- OUTSIDE LINE OF FRAMING ky Nf1 , l 1pl q 1.,. p, ', h Yl A d,'"'n N� ��'a�..�.r'v.✓ i \J' LANDING. EXISTING DECK TO REMAIN. NEW EXTERIOR WALL_ zrr r4"' 2. NEW CABLE RAILING WITH WOOD RAIL CAP&POSTS. FINISH TBD BY NEW INTERIOR WALL 1 Nb 9K v,IST vAIMlsrl reT° I,'� sllr:rlE., N'1I7a,:, OWNER. MAINTAIN HEIGHT OF 36"MIN. t ,� TEL:611 969.090o 3, NEW ENTRY STAIR. REBUILD STAIR WITHIN FOOTPRINT OF EXISTING UNE OF SOFFIT OR CEILING CONDITION ABOVE rt TEL:407..979443x°sI srI aaa,l�r,.,�,fcic7r�,rI szaxa "',,ua+,,P, STAIR. COORDINATE MATERIAL&FINISH WITH OWNER. NEW WINDOW. REFER TO WINDOW SCHEDULE 4. PVC COLUMN BUILDOUT. MAINTAIN EXISTING STRUCTURAL POST. ---- IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE - 5_ SCREENED IN DECK. COORDINATE INSECT SCREEN AND OTHER DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY NEW DOOR. REFER TO DOOR AND HARDWARE ITEM ON THESE DRAWINGS IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGREQUIREMENTS WITI I OWNER. SPACE TO BE UNCONDITIONED. 1"—� SCHEDULE H SIHERNEER EITEM THEIR SEAL AND THEIS ALTFRED THENOTATIVJTECT E"ALT RED EBY"SFOLLOAFFIX TO WED BY Hl--/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 1 6. MAINTAIN EXISTING DECKING AT FRONT PORCH. PROTECT EXISTING DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND _ _ FINISHES AS REQUIRED.WORK LIMITED TO AESTHETIC INTERIOR LOAD BEARING WALL. SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID + A3.2 BLOCK SOLID AT MID-SPAN TYP. D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE ..._,_ ---------------------- - IMPROVEMENTS ( ) SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT°PC' NEW STAIR: ( 13'-112" ` �� STRUCTURAL BEARING MEMBER, SEE PLANS _10 RAISERS @7" V.I.F _ _ _ FOR REFERENCE TO TYPE; IE. STEEL, WOOD Q BUSCH ASSOCIATES 9 TREADS 0 11" � _. --_ - --- — _. _.-._ � — -- - ( OR LAMINATED MEMBER. -- AREA OF WORK — ADJUST SLOPED GRADE AS REQUIRED SIZE j — --—�" "� — �' I CONSULTANT: `r ' LOCATION FRAMING SIZE,SPACING AND DIRECTION 51'-4" C7 Cl BEARING POST(ABOVE) 15' 36' 4"' i ® Cl STRUCTURAL POST STEEL BEARING COLUMN.ALL TO BE 3 1/2" 5 (NP) 0 ASC STEEL MANUFACTURED COLUMNS WITH ++ j WELDED BEARING PLATE, U.O.N. CO_"_•`._ -"'.. I I NSULTANT: NEW 2X10 R.R. NEW 2X10 R.R. I @ 16" O.0 @ 16" O.0 2 CEILING/WALL MOUNTED SMOKE DETECTOR, D V Lu E I S WITH BATTERY BACKUP,AND WIRED FOR L� 2 I i CENTRAL ALARM. PROVIDE'HARD WIRED' A4.1 -,�� _ ( CONNECTION (TYP_ FOR ALL) AUG - 2 2022 r CEILING/WALL MOUNTED CARBON MONOXIDE J ( DETECTOR,WITH BATTERY BACKUP AND WIRED ROOFED OVER M OPEN DECK1 - I QSouthold-Town-FOR CENTRAL ALARM. PROVIDE'HARD WIRED' - — ?� SCREEN DECK x 36'-4"X 13'-9" CONNECTION (TYP. FOR ALL) CONSULTA Board of Trustees , t' 15'-0"X 13'-9" l CEILING MOUNTED EXHAUST FAN � I , ELEVATION OR SECTION - - ---- �; ,, _ .u.' -`J J�=--- -z- � J - --Y REVISION NUMBER - �I y, -- ..-' __ ?_ _ _ ._ :�- �. �. - -- - - - CLIENT, - ----- ---------- ---- ----- ____- REVISION TO DRAWING IIi I AREA OF REVISION WI LKE & GAG LIANO r ABBREVIATIONS: 1035 SEBASTIAN COVE V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER C MATITU�,K, NY 11952 -_-r q CENTER LINE P.C. POURED CONCRETE 'I T. CONTINUOUS P.T. PRESSURE TREATED ,' , MASTER BEDROOM ' LIVfNG ROOM ,/' CON CONTIN - " O.C. ON CENTER HDR. HEADER ISSUES/REVISIONS 19-7'X 15-3' _ _ ? 22-10"X 13-7 C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER DesL;ipllon -- ----- -- No. Date ' I F J. FLOOR JOIST T.O.F. TOP OF FOUNDATION/FOOTING - ------ r ''F;,r ,,- `_•` r' ,r ,. EXISTING TO REMAIN. ,•;%" , '� i, ' T.O.S. INTERNAL REVIEW 03/04/2022 '` DIMNG ROOM''' NO WORK PROPOSED I D.J. DECK JOIST U.O.N, UNLESS OTHERWISE NOTED - ------- ----- 10' 1".X 12',6" r ---- T.O.S.ADMIN WETLAND PERMIT 08/01/2022 MINIMUM EXTERIOR WALL REQUIREMENTS: l , I l , LATE r 2. 2xG @ 16"O.C. Df#2 GRADE OR BETTER AT 112MMAXPPLATE HEIGHT. 3. (2)2x6 @ 16"O.C.DF#2 GRADE OR BETTER AT 18'MAX. PLATE HT. �- INTERIOR WALLS: : U 1 f il, 4 _. ___ -- -- -- --- �- -- - - - ,. �.�, _�. __. � - , -..- /r' - - � 1. 2x4 16 O.C. DF#2 STUD GRADE } r. r - -!� � U.O,N. 0 ' -- O / l t� � 1 III t f " �. —I4 -- -- ii 2 -- 2 ? ALL FLOOR JOISTS TO BE DOUBLED UNDERNEATH ALL PARALLEL f A3.1 PARTITIONS, BATH TUBS&ANY OTHER HEAVY APPLIANCES. - A3.2 1 r r r - MASTER BATH a X 1 I I ;'f JI BRIDING JOIST NOTE: _ - - -- - - - - - I, J PROVIDE ON _ ", - - - E ROW OF BRIDGING EVERY 8'0 OF JOIST SPAN. -,`--'—j---�91F _ — frt �,1' IIS- _!i l -. NOTE: i ALL ELECTRICAL OUTLETS,SWITCHES, LIGHTING, PLUMBING&OTHER 1' I MECHANICAL WORK&COORDINATION IS NOT INDICATED IN THESE -�- i' : f` DOCUMENTS CONTRACTOR TO COORDINATE ALL W1 HOMEOWNER „» -- C KITCHEN I'L' _ _ - ' --i I NEW MECHANICAL&ELECTRICAL WORK TO FULLY COMPLY W/NYS - 15'-6"X 16'-�-' f I CODES&REGULATIONS -- I PROJECT. CODE COMPLIANCE NOTES: __ _J I WALK-IN =' :n LAUNDRY % FOYER I CLOGET 1. THE CLOTHES DRYER EXHAUST SYSTEM IS TO BE INDEPENDENT -_- - __ 6'-6"X 9'-11" 17'-0"X 14'-7" 6'-3"X 14'-7" OF ALL OTHER EXHAUST SYSTEMS AND IS TO CONVEY THE Tom- I MOISTURE AND THE PRODUCTS OF COMBUSTION TO THE OUTSIDE OF THE BUILDING IN ACCORDANCE WITH M1502 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE_ DUCTS THAT EXHAUST gATH #p1v CLOTHES DRYER ARE NOT TO PENETRATE FIRE RATED WALLS 5'-6X 6-0", UNLESS SUCH DUCTS ARE CONSTRUCTED OF GALVANIZED STEEL WILKE GAGLIANO � . ..' � •',`; , 4..._ ,,' ! � � f I � OR ALUMINUM WITH THICKNESS SPECIFIED IN SECTION R302.5.2 AND THE FIRE RESISTANCE RATING IS MAINTAINED, ' 2. PROVIDE SMOKE DETECTION, HEAT DETECTION AND CARBON MONOXIDE DETECTION PER PLANS LOCATIONS,AND AS PER CODE RESIDENCE (POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY WITH R314)_ 3. WALL AND CEILING FINISHES ARE TO HAVE A FLAME-SPREAD CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH R302.9.1 AND A SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 1035 SEBASTIAN COVE (E) PORCH 6 ( { IN ACCORDANCE WITH R302.9.2. TESTING AND ALTERNATE TEST 44'-4"X 8'-0"' � ` � METHODS MUST COMPLY WITH R302.9.3.AND R302.9.4 MATITUCK, NY 11952 I PESPECTIVELY. 4_ CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY -- ---------------- " 1-4 1'-4" 1" WITH R702.4. OTHER FINISHES ARE TO COMPLY WITH R702.5 AND10 DRAWING TITLE: EQUAL EQUAL +/-7'-4 EQUAL �'— EQUAL R702.6. I I I 5. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. --- I 6. COMBUSTION AIR REQUIREMENTS SHALL COMPLY WITH THE 2020 ll RESIDENTIAL CODE OF NYS CHAPTER 17. PROVIDE A LOUVER WITH 1ST 1=LOO►R ._-------------------- - ------- . ----------_. AMINIMUM FREE ARE.AOFNOT LESS THAN 1SQ.IN. PER 1000 1 � � 4 BTU/HR INPUT RATING OF ALL APPLIANCES IN THE ENCLOSURE BUT NEW STAIR: I I AREA OF WORK NOT LESS THAN 100 SQ.IN. ®NSTRUCTION PLAN 8 RAISERS @ 7.25"V. 7. ALL NAILING SHALL BE IN ACCORDANCE W/TABLE 3.1,3.4A,3.5A, 7 TREADS @ 11" U)---- 3.6A&3.9A OF THE 2018 EDITION OF WOOD FRAME CONSTRUCTION ADJUST RISER AS REQUIRED 3 2 MANUAL(WFCM).(REFER TO WIND LOAD DESIGN SHEET A8.1 &A8.2) AREA EXCLUDED FROM SCOPE OF WORK g"_2"" SEAL& ! '. A DATE: 01/07/2021 GENERAL CONSTRUCTION NOTES: '(� i L' PROJECT No.: 216801 `5 QpN1Eq� '�/J; (--- ----- -----1 1' 0 1' 2' 4' 8" �' 1. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING AND QIu�J�`Ji� DRAWING BY: AC SHORING AS REQUIRED TO MAINTAIN EXISTING STRUCTURE FOR `t `t A z � CHK. BY: RF 1ST FLOOR CONSTRUCTION PLAN CONNECTION OF NEW CONSTRUCTION. �` {iRn" 7- THF CONTRACTOR IS TO PROVIDE WEATHER TIGHT PROTFCTION * �"��, WG No: SCALE: 1/4"=V-0" TO EXISTING RESIDENCE DURING ALL PHASES OF CONSTRUCTION of 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS �T A1 .2 1 � O 1 AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE '9j� 24G�� �� A4.1 NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. OF py _ � A3.1 08 OF 16 CONSTRUCTION LEGEND ARCHITECT: 2ND FLOOR CONSTRUCTION KEYED NOTES: BUSCH ASSOCIATES - 1. BALCONY T FOR ADDI OOD DECK INFOOVER RMATIONPD MB MEANE. REFS - OUTSIDE LINE OF FRAMING " r ARCHITECTS TO N EW EXTERIOR WALL , OUGH WALL DRAIN SCUPPER AS REQUIRED. pz NEW INTERIOR WALL # a NY 90 WEST MAIN STREET, BAY 5HCRE, NY 11776" 2. EXISTING BEDROOM TO REMAIN. REPLACE WINDOW& DOOR ONLY w , i„ 31 TEL:631.969,0900 3. EXISTING BATHROOM TO REMAIN. REPLACE WINDOW ONLY i LINE OF SOFFIT OR CEILING CONDITION ABOVE FL TEL 07x979,44R2'yulTEaoo,t�rarw��®,slaz7a� 4. EXISTING STAIR TO REMAIN. REFINISH ONLY _ — NEW WINDOW, REFER TO WINDOW SCHEDULE _ 5. CEILING TRANSITION. MAINTAIN EXSITING 8'-0"CEILING "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY THROUGHOUT EXCEPT NEW DORMER BUILDOUT.CATHEDRAL 1 NEW DOOR.REFER TO DOOR AND HARDWARE ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ CEILING AT NEW DORMER DUILDOUT. tENGINEER IS ALTERED,THE ALTERING ARCHITECT%ENGINEER SHALL AFFIX TO SCHEDULE HIS,HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HI'MAER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAW3NG, " THE PLANS AND 1 INTERIOR LOAD BEARING WALL. SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID A3.2 BLOCK SOLID AT MID-SPAN (TYP.) D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC- STRUCTURAL BEARING MEMBER, SEE PLANS c FOR REFERENCE TO TYPE; IE. STEEL,WOOD BUSCH ASSOCIATES OR LAMINATED MEMBER. SIZECONSUL 1 AN 1: LOCATION �G- 16"-$" FRAMING SIZE,SPACING AND DIRECTION - 84" 8'-4" � C3 D BEARING POST(ABOVE) OPEN _. _--- – ---------_--- ----_---- ® ® STRUCTURAL POST - - - _ DECK BELOW - STEEL BEARING COLUMN.ALL TO BE 3 1/2" ------ O ASC STEEL MANUFACTURED COLUMNS WITH - _---�---- ----------��------- - -��— � J WELDED REARING PLATE, U.O.N. CONSULTANT; EV E _ CEILING/WALL MOUNTED SMOKE DETECTOR, HOLD CENTERLINE u Q HWIRED' ALIGN BACLONY/DOOR WITH SLIDING DOOR S WITH BATTERY BACKUP,AND WIRED FOR D BELOW CENTRAL ALARM PROVIDEARD ROOFED OVER CONNECTION (TYP. FOR ALL) AUG - 2 2022 SCREEN DECK 2 - -..-.--- ----- - CEILINGIWALL MOUNTED CARBON MONOXIDE DETECTOR,WITH BATTERY BACKUP,AND WIRED Southold Town .____-- _ __ I c __-- -- ._-_-- 15'-6" 10 8" �' 15'-6" -_ NEW EXTERIOR EI RIOR DORMER WALL CREATE ATEONN (TYP.N CENTRAL ALAM. P ALL) O IDE'HARD WIRED' CONSULTANT: .13oard of Trustees ..-._.-_-_ WITH �_.__.. - -- ---------- -- ------ -f- EQ. �' E.Q. EQ. EQ. EQ. � Q- ONE CONTINUES ROOF, --- ----- -- -- - -- - G.0 TO HOLD THAT LINE AND ADJUST CEILING MOUNTED EXHAUST FAN ..........._...._________.._-._ .....,m,_.. __. ROOM WIDTH AS REQUIRED PLYWOOD TEMPLATE LAYOVER _._._.. __-_._._ W_..... . _._.._.__._ .. _ .... .._...... SECURED TO ROOF STRUCTURE _ -- - -- ��- 1 - AO 0 ELEVATION OR SECTION --� - - - --- I.P REVISION NUMBER mm- - -- - {d tiAND N - -- CLIENT: - _-- -- - - - REVISION TO DRAWING -N �1 '-----r� (3) 14"X 1T"I VI - - - - _. .-- _- __ _LAYOVER - = AREA OF REVISIONIAN�"` ! (3 2 6"EXISTING IM BALCONY/TERRACE ci "'ITRANSOOW o I - — - - - - ABBREVIATIONS: ROOF _... _ - _ ._ „_..... _ . _. IIII k� oa ,_ " m N 1 x 10'-8 X 6 7 Ox { }LAYERO D �NN — - — 1035 SEBASTIAN COVE STRUCTURE - - -- _. _T� ( 1` 27 `r°�^ 28 � . CREWEE {1� _ --- _ - V.LF. VERIFY IN FIELD R.R. ROOF RAFTER MATIT� I AT E - - CENTER LINE P.C. POURED CONCRETE -- - l C , NY 11952 1 K CONT. CONTINUOUS P.T. PRESSURE TREATED Q - - - - - - -- - - -- -- - o _ — — ( ) , d O.C. ON CENTER HDR. HEADER ISSUES/REVISIONS - -- �, 3)2X1b +/Ea6" } 4- {3)2X10 - __ - - - w C.J. CEILING JOIST LVL LAMINATED VENEER LUMf3CR +/-6,-3 --- — - T-_ _ — Descrlptian No. Date - -- --- - - - -- --- -- r e- ' --- ---- _ 6'-8"" HEAD ---. -.... `� - -- - 1 "R LVL 2 __ X - CATHEDRAL CEILING F.J. FLOG JOIST T.A.F. TOP OF FOUNDATION/FOOTING ------- ---- HEIGHT �� i� SEE ROOF PLAN N 2X6 R.R 16"O.G T.O.S. INTERNAL REVIEW 03/04/2022 w @ = -= = w D.J. DECK JOIST U.O.N. UNLESS OTHERWISE NOTED ^-. f + -- - - ------ --- S C S G N T.O.S.ADMIN WETLAND PERMIT 08/01/2022 ------ _ I 10 SITTING ROOM I 00 of _ _;I o o MINIMUM EXTERIOR WALL REQUIREMENTS: a ------,- -.m -- BEDROOM #01 " " v v U_ i� ____ _-._......__ _ CLOSET r> o � o N ! 11 -$ x 14-� , o oBEDROOMx a o = a �n x i_o +EQ611 o x x -6Q2 0, °'x Es, -- - © N - c.I `"' ``' _ - CV N N @ N I Owo 1. 2x4 @ 16"O.C. DF#2 GRADE OR BETTER AT 9'MAX. PLATE HEIGHT. CD o 14'-1 J_ u s� U --- - - 04 - ? 2. 2x6 Gcb 16"O.C. DF#Z GRADE OR BETTER AT 12'MAX. PLATE F ICIGtIT. - 00 w C3 (� O -''' c 3. 2 2x6 16 O_C.DF#2 GRADE OR BETTER AT 18'MAX. PLATE HT. � _-EXISTING J & J N w 25 _Z x ROOF 111 NTERN M CATHEDRAL CEILING W < ( ) @ F- _, ..._HEADI R. BATH c� 4 - cl � ^„ I T ,�I; SEER OF PLAN I ( w = - INTERIOR WALLS: - 1 T 7C w j _.__..___ .__ ... N CEILINGTRANSIT1 CEILING TRANSITION -? 0 U a __ p Q % .,, .•,„ - 26 —_ WALK-IN o I ---i o Ib Q - %` % .,I — DF#2 STUD GRADE U.O.N.U ALIGN - ( ) 11 cs - — 1 9., 3 2X10 l � CLOSET x T" @ ° ALL FLOOR JOISTS TO BE DOUBLED UNDERNEATH ALL PARALLEL 2 � � v � v �' 0 r cxv 9-0 X 12-4" M`� I a N co 2 PARTITIONS, BATH TUBS&ANY OTHER HEAVY APPLIANCES. A3.2 POST 21 N o o EXISTING RIDGE x c° cn All - ABOVE X ao .`X 19 �, �} � I - --- - 22 x N _ -_ _- --- N, r. _,� -= C'1 BRIDGING JOIST NOTE: - - __._ V 20 5-11 �k $ _ _ _ _ w PROVIDE ONE ROW OF BRIDGING EVERY 8'-0'"OF JOIST SPAN. - _ �..- X 7 _._-.-. 'o CLOSET " ", C� 2 1 "LVL {2)2X$ 31 _ BEDROOM #03 v I NOTE: 12-3 X 13-4 M 1'-70 - ° z / = -' ALL ELECTRICAL OUTLETS,SWITCHES, LIGHTING, PLUMBING&OTHER DN + 5'-61" p _ _ .. .. - MECHANICAL WORK&COORDINATION IS NOT INDICATED IN THESE -- - -_ 4 W/D - DOCUMENTS,CONTRACTOR TO COORDINATE ALL W/HOMEOWNER. - - -- 2 Lu \ _ zz BATH #02 NEW MECHANICAL& ELECTRICAL WORK TO FULLY COMPLY W/NYS 11' CODES&REGULATIONS OPEN -; -- - -- ---..-.. - - -- - o�. TO BELOW . PROJECT N D - CODE COMPLIANCE NOTES: I^ \ - - -- � / CU 1. EXHAUST SYSTEM 13 TO BE INDEPENDENT DRYER x (O N w ,.m. _..........___ _I ER EXHAUST SYSTEMS AND IS TO CONVEY THE _ OF OTHER x C , N MOISTURE AND THE PRODUCTS OF COMBUSTION TO THE OUTSIDE N @) ___.- __ .. _ _. - ,- _.. ... --_ OF THE BUILDING IN ACCORDANCE WITH M1502 OF THE 2020 _ -_ - - RESIDENTIAL CODE OF NEW YORK STATE. DUCTS THAT EXHAUST 7 Z7-- - -- EQ. ---�+�--- EQ - - -- --------- - --- - CLOTHES DRYER ARE NOT TO PENETRATE FIRE RATED WALLS -- -- --- - - - -- ...- - _ - - _-- - - UNLESS SUCH DUCT _ S ARE CONSTRUCTED OF GALVANIZED STEEL -- - - - EXISTING -- - - - EXISTING __ - -_ _ - OR ALUMINUM WITH THICKNESS SPECIFIED IN SECTION R302.5.2 L IANO HEADER ----- - �.__. I (2)2X10 �., - = HEADER -- - - - - - - — AND THE FIRE RESISTANCE RATING IS MAINTAINED. T - _ ._ _ _ - 2. PROVIDE SMOKE DETECTION,_ - TION, HEAT DETECTION AND CARBON 1DENCE _.. . ..._..._.. _. . _. _ .... �_ ...... ___ J.. R SOURCE FOR SYSTEM IS TO COMPLY MONOXIDE DETECTION PER PLANS LOCATIONS AND AS PER CODE (POWER SMOKE ALARMS ST OM LY WITH . .. . R314). ____--- --------------- ------- ----- ---- ---------- - .------------------------ FINISHES ARE TO HAVE AFLAME-SPREAD CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH - - R302.9.1 AND A SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 -- - -- - --_ - - - SEBASTIAN CAVE - --- ---- -- - - ---- ---- _ _ - -- _= _- - ATE TEST _ IN ACCORDANCE WITH R302 9 2 TESTING AND ALTERNATE METHODS MUST COMPLY WITH R302.9.3 AND R302.9.4 MATITUCK, NY 11952 _..,..__._.__....____ _._.__ _._ _.-_.___.__-___ ___ _._ __ _.._____,._.._________ _m . 4 CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY -- --_..... --- -- - ----- - -._.. - - - --- -------- R702.4. OTHER FINISHES ARE TO COMPLY WITH R702.5 AND RAINING TITLE !.. - �- R702.6. __ ___.__ ...._.._ _.__._.,__. _ ___ __ ____ ...,,___ __ __.___ _____.._ -._ _ _..._..._...._._.. _. . ___-___.._ ,....,m•_.,__._ 5 REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. - - -- - _ -- -- = - - - - - 6. COMBUSTION AIR REQUIREMENTS SHALL COMPLY WITH THE 2020 WITH RESIDENTIAL CODE OF NYS CHAPTER 17 PROVIDE A LOUVER - - -- - A MINIMUM FREE AREA OF NOT LESS THAN 1 SQ IN PER 1000 D F�..OG1R -- -- --- -- - -- �_ BTU/HR INPUT RATING OF ALL APPLIANCES IN THE ENCLOSURE BUT CONSTRUCTION PLAN n - - ---- --- _ - -- --- ----- -- - -- --- --- - NOT LESS THAN 100SQ.IN. CONSTRUGTION f�ILf'11V 7. ALL NAILING SHALL BE IN ACCORDANCE W/TABLE 3.1,3.4A, 3.5A, I. 3.6A&3.9A OF THE 2018 EDITION OF WOOD FRAME CONSTRUCTION MANUAL(WFCM).(REFER TO WIND LOAD DESIGN SHEET A8.1 &A8.2) SEA'_&SIGNATURE DATE: 01/07/2021 1 GENERAL CONSTRUCTION NOTES: PROJECT No.: 216801 DRAWING BY: AC 1' 0 1' 2" 4- 8' �' 1. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING AND HOLD CENTERLINE SHORING AS REQUIRED TO MAINTAIN EXISTING STRUCTURE FOR 4a ,� s.`.�,;- %`� CHK. BY: RF 2ND FLOOR CONSTRUCTION PLAN ALIGN DORMER&WINDOW WITH CONNECTION OF NEW CONSTRUCTION. 1 DWG No: 1 FRONT DOOR BELOW 2. THE CONTRACTOR IS TO PROVIDE WEATHER TIGHT PROTECTION SCALE: 1/4"=1'-0" A4.1 TO EXISTING RESIDENCE DURING ALL PHASES OF CONSTRUCTION 3 THE AND CONDITIONS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS S �" e �,F A1 .3 1 O DITIONS ON THE JOB AND THE ARCHITECT MUST BE .- a2An'� A3.1 NOTIFIED OF.ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 'rF OF:JflF_\,)�O� 09 OF 16 ROOF LEGEND ARCHITECT: ROOF CONSTRUCTION KEYED NOTES: BUSCH ASSOCIATES 1. MAINTAIN EXISTING RIDGE.PROVIDE SHORING AS REQUIRED FOR STRUCTURAL BEARING MEMBER, SEE PLANS FOR REFERENCE TO TYPE; IE. STEEL,WOOD CONSTRUCTION OF NEW DORMER. OR LAMINATED MEMBER. 2. NEW SHED ROOF BUILD OVER EXISTING STRUCTURE. SIZE `, '^,' FRAMING S17F, SPACING AND DIRECTION ` M ' NY 90%IJEST IMAIN Sd F-FT, SAY SHORE, NY 1170' LOCATION ,� " TEF c�a sn9.nw0 - 3. NEW GABLE TO FRAME INTO RESIDENCE/BUILD OVER EXISTING FF 294!1 n+F,r SR 4z,SUIrF400, aNr,INoc7D,rE= 779 ROOF STRUCTURE. PROVIDE BLOCKING AS REQUIRED CJ O BEARING POST(ABOVE) TFL 40,",,ar,.,a;,s -+� 4. WINDOW BROW. REFER TO SECTION FOR ADDITIONAL DETAILS. C3 © STRUCTURAL POST 5. REPLACE STEP FLASHING AROUND CHIMNEY/FLUE IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE Al\? DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER RJ ANY WAY ANY ELEVATION OR SECTION ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ' 6. PROVIDE FASCIA SOFFIT&GA13LE EXTENSIONS AS REQUIRED TO —VA-0507 ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY ACCOMMODATE NEW EXTERIOR TRIM. HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC REVISION NUMBER DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND 1 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS O DRAWING A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID REVISION T D. BUSCH, ARCHITECT, PC. THESE PLAN;AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC" AREA OF REVISION (c BUSCH ASSOCIATES C) _ -- --- ---- GUTTER AND LEADER LOCATION CONSULTANT: (3)2X6 ABBREVIATIONS: OPEN ------I DECK BELOW F— V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER CENTER LINE P.C. POURED CONCRETE NEW 2X8 C.J. NEW 2X8 C.J. CONT. CONTINUOUS P.T. PRESSURE TREATED O.C. ON CENTER HDR. HEADER CONSULTANT: @16"'O.0 @16"'O.0 C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER n nn — HOLD CENTERLINE F.J. FLOOR JOIST T.O.F. TOP OF FOUNDATION/FOOTING D u v I w I /ALIGN DORMER/WINDOW WITH SLIDING DOOR I BELOW D.J. DECK JOIST U.O.N. ROOFED OVER J SCREEN DECK ' M.C. MEDICINE CABINET F.F. AUG _ 2 ZO22 -' i 43-8" I J " CODE COMPLIANCE NOTES: NG TO -�✓1 15-6" 10 8" 15-6 d Tbwn ALIGN WITHEW EXISOR TING ROO MAINE TO 1. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, 3.3A, 3.4 CONSULTANT - TmIT m W Board oflTrustees I CREATE ONE CONTINUES ROOF. AND 3.7 OF THE 2018 EDITION OF WOOD FRAME CONSTRUCTION y Ei�. �" EQ. EQ. EQ. ( Q. MANUAL(WFCM). REFER TO WIND LOAD/STRAPPING DESIGN SHEETS WITHIN THIS SET OF DRAWINGS.) BUILD OVER (3)2X6 6 2. FOR ROOF SLOPES,A MEMBRANE THAT CONSISTS OF AT LEAST(2) � � — — -------- ------ --------- -- - - -- -------- - ---- - -- - ---- - -— --- - - - - - - - R - — - USED IN LIEU OF NORM SHEET,SHR A ERS OF UNDER[AYMFNT CEMENTED TaGETHF A SELF-ADHERING POLYMER MODIFIED BITUMEN SH LL BE E AL UNDERLAYMENT,AND EXTEND FROM ___m_._._____ ._.._.._......... ...........--------__.._..__._ tiDT;080) THE EAVE EDGE TO A POINT DIMENSIONED HORIZONTALLY 24" CLIENT: INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE AND AT ALL CRITICAL VALLEY AND WALL TO ROOF INTERSECTIONS INiAEn' ��� � :x 4 ACCORDANCE WITH R905.1.1 AND R905.2.2. 1��1 �r(13 3. ROOF COVERING MATERIALS IS TO COMPLY WITH SECTIONS 8902, 1035 SEBASTIAN COVE ALIGN WITH o 8903, R904, R905;AND lS TO BE IDENTIFIED IN ACCORDANCE WITHMATITUCK NY 11952 WALL BELOW I I X R904.4. SU13MIT INFORMATION, DATA AND DETAILS. ROOF DRAINS >+'��' �" Q ARE TO BE INSTALLED IN ACCORDANCE WITH R903.4. 10' i X1 . _ C�, _.._—° -- `O 4. ASPHALT SHINGLE UNDERLAYMENT IS TO COMPLY WITH R905.2.3. ISSUES/REVISIONS (3)2X10 y 10„ (3)2X10 Zo (') 0 x C j FASTENERS ARE TO COMPLY WITH R905.2.5. Descrlp#Ion No. Date w 3 3,_72," 3._ 1" I W — - -- — 5. CHIMNEY&VENT SHALL COMPLY W/CHAPTER 18&CHAPTER 24. T.O.S. INTERNAL REVIEW 03/04/2022_ M I v� CU 00 Ci I T.O.S.ADMIN WETLAND PERMIT _-- — 08101/2022 a x 0 � Nb I X ?� 0 5 o I N W r � W `- `- 6 C, z U z @) N 6 GUTTERS AND LEADERS: _— a ., ( o M N ALL GUTTERS AND LEADERS SHALL BE BAKED ALUMINUM .032" MIN. -- -- EXISTING RIDGE GAUGE, GUTTERS SHALL BE 5"SEAMLESS, O.G.STYLE WITH ALL _ EXISTING RIDGE ( I I ( { RELATED AND REQUIRED ACCESSORIES.LEADERS SHALL BE MIN.2"'x3", .027"GAUGE WITH CLIPS AND ANCHORS. CAULK AND SEAL ALL JOINTS. I } - PITCH GUTTERS MIN. 1B" PER FOOT. PROVIDE PVC RECEPTORS 8" --- _ ABOVE GRADE TO RECEIVE LEADERS(CLOSED CAP DESIGN). {.___.._...._. .,r_.. (3)2X4 (3)2X4 (3)2X4 (3)2K4 — . I 2 A3.2 2 EXISTING RIDGE A3.1 BUILD OVER m BUILD OVER o 2X12 ON FLAT 2X12 ON FLAT X r_- 7 i o 6 (3)2X10 O O - 0 N ( H- T' OO 2 2 - W -- X ----- - - w _o U` 0 z z 04 U Q� z = Z w = w j r co U > V w r° U mmPROJECT: CO N 0 Ur N O O N O O _ _....,..... _-........, w �: z - _W r- H _W `- z W r- --- - - - - - LO .__.._ . SU ------ X LU U) w -- z w z z " -----; 5 EQ. EQ. MATCH WILKE GAGLIANO EXISTING EXISTING EXISTING 11 10 RESIDENCE EXISTING STRUCTURE 1 " "LVL EXISTING STRUCTURE x 1035 SEBASTIAN COVE MATITUCK, NY 11952 z_l���_� F- T x DRAWING TITLE: W I I -- ROOF _ - CONSTRUCTION PLAN SEAL& SIG E DATE: 01/07/2021 ---------------------------- ..._._....-.___.. aED ARCy PROJECT No.: 216801_ _ HOLD CENTERLINE op,N1EC� e�AN DRAWING BY: AC cs'� ROOF CONSTRUCTION PLAN ALIGN DORMER WITH N CHK. BY: RF WG No: SCALE: 114"=1'-0" FRONT DOOR BELOW {iI A1 .4 X246?� yQ�� A3.1 FOF NE`N 10 OF 16 � ELEVATION LEGEND ARCHITECT: 04 N T,O CHIMNEY - - - _- CODE COMPLIANCE NOTES: a „ BUSCH ASSOCIATES 27-11 1/2"AFF SSM ��J' �� �y�, � ARCHITECTS T.O RIDGE - ---_ 1 ARE TO COIVIPHOUSE WRAP LIY WITH R703.2.ATERIAL OR BUILDING FELT AND ITS INSTALLATION uwl ' NY Rr WEST`0AIN STREET, BAY SHORE, NY 11706 Rt K4 25-11 114 AFF �___..__ -__________d __�___________..._.._. ____.__IT._.._..._..__. , ..__.m._.__,-.__.____,... ,,.,_.... .. _ _._-_._,.....,. _._. 2. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND ARE . TEL:631,969.°900 _ ___a__ __- __ TO BE INSTALLED IN ACCORDANCE WITH R703.4, R903.2,AND - _ 434,SUITE 400,LONGWOOD,F1 32779 TEL:407,979 44B2 _ R905.2.8. — --- - 3. WEATHER-RESISTANCE SIDING ATTACHMENT AND MINIMUM THICKNESS ARE TO COMPLY WITH TABLE 703.3(1). - - 'IT IS A VIOLATION OF HE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF ALICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS,NGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT; P . ,m ..- .... _ -_ .... ENGINEER IS ALTERED,THE ALTERING ARCHREC'R ENG@NE' ER SHALL AFFIX TO HISAHER ITEM THEIR 'SEAL AND HE NOTATION 'ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE _ ALTERATION, AND A SPECIFIC - --- DESCRIPTION OFHENp TERA71ON ON HE DRAWING. " THE PLANS AND --- -�_ - - - - - -- - - - - - -: - --- -- - --- IONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS __ ___--_ ........ __-- __._ — ._.. ._ ..._ ----------- - ELEVATION CONSTRUCTION KEYED NOTES: SPECIFICATIONS _ - -- - ------ - --- ----- -- CONTRACTUAL NEGOT IATIONS BETWEEN THE OWNER AND DAVID - _.. ___._ _. .---._ _.---_.__ -. ___ ,. - —._...,.-_ .. - -- _ ARCHITECT, PC.LTHESE PLANS AND SPECIFICATIONS WILL BE HE --- - ----- _ CEDAR SHAKE SIDING. COLOR TBD BY OWNER SUBJE T OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ,_ 1 ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC - - --- _.__. _ _ - — _ _ . RAILING W/WOOD POSTS&TOP RAIL .S CABLE BALUSTER) Q BUSCH ASSOCIATES 4_ 4 -� J _ -° -- - - - -- --- - _ - _ ----- _ 4 6 (S �" — J 3. PVC TRIM BY AZEK OR SIMILAR. PROVIDE SOLID PVC SILL AT ALL CONSULTANT; — — - — ---- --- -- I -- - —-- WINDOWS. v Z ---- — - - - — ---- tel; -- -- - - - — -- -- - -- - - PVC PANEL&TRIM DORMER BUILDOUT - - - _ -- -7- 7" 7777777777-77:77 _ „ ,__ - 5. STANDING SEAM METAL ROOF. SECOND FLOOR — - 6. PERFECTION SHINGLE ROOF 10'-1"AFF __ 7. PVC COLUMN ENCLOSURE AROUND EXISTING POST -�-_- - --- - ,._--__,- .- ---- ......- ,.. - CONSULTANT: 7 Q ® GENERAL NOTES: 7 -, 8. PVC FASCIA TRIM/CORNERS " C7 • WORK LIMITED TO 2ND FLOOR ALTERATION WITHIN EXISTING U) L� I it i� ROOFLINE&RIDGE, SCREENED IN DECK, DECK RECONSTRUCTION, + ui `" z EXISTING = 1 ROOF REPLACEMENT&EXTERIOR SIDING REPLACEMENT AUG - 2 2 22 EXISTING EXISTING `- -- -- 2 -- j - - EXISTING EXISTING ; � X I l Board of CONSULTANT: h f Trustees FIRST FLOOR 0'-0"AFF = C1) J J t z «a z \Ir„ ='1 I 1�l� I' CLIENT: GRADE Ill t11 sPfi �r k' } / y �✓ `fir ,�tl ✓% /' y}r�`� �w Iker �'X YI _ r bhp .,�n` r y = VARIER WILKE & GAGLIANO OPEN LATTICE DECK ENCLOSURE. GARAGE FLOOR UNCONDITIONED(STORAGE ONLY) '� 1035 SEBASTIAN COVE —8'-7"AFF MATITUC , NY 11952 — -- — — — GARAGE FLOOR _.- -9'-6 1/2"AFF _Description _ _ No. Date PROPOSED EAST ELEVATION #01 1' 0 1' 2' 4' 8' T.O.S. INTERNAL REVIEW 03/04/2022 SCALE: 114"=T-0" ---- — — T.O.S, ADMIN WETLAND PERMIT 08/01/2022 tt T,O CHIMNEY -- -- ------- - - - 27-111/2"AFF -- - -----------�� -------- -- - ----- ----- - — T.O RIDGE _ -- 25-11 1/4'"AFF i — I 5 AREA OF STRUCTURAL WORK + L� _— I PROJECT: 80 vi 3 5 w SECOND FLOOR - 1 D'-1"AFF � I - - -` _._ -�.. I '�!t°I LKE & GACA LIAN O RESIDENCE b ,v Iii i 5 a, , EXISTING + 11.1 l- xk l:. a w w�,�,.,M+rV a< �r'�y."�'�, 'r,.,;^tr,.. >C �� ,. a , " ST ' _. I _�. s EBA IAN VE 6a � w ,s. - '� 2 . ��� � � � � � —__, _-..._-.,._..__ —_.-_.____..._._..--_. _.—_.__. _ »_.�_:�_�:,: _ MATITUCK, NY 11952 FIRST FLOOR 1 -- :._� i I DRAWING TITLE: %0,-0""AFF (d C7 I� IL- I I EXTERIOR W x U ,.''IN U co c~rl vii (E) (E) OPEN LATTICE DECK ENCLOSURE. ELEVATIONS GRADE w w UNCONDITIONED(STORAGE ONLY) VARIES -- -------------- GARAGE FLOOR SEAL& SIGNATURE DATE: 01/07/2021 -8'-7"'AFF J ED ARC PROJECT No.: 216801 -- - ---- --- - I�NIELL A� DRAWING BY; AC elk GARAGE FLOOR � Q -9-6 1/2 AFF - ��q�0 Gsn C� CHK. BY: RF ", DWG No: PROPOSED NORTH ELEVATION #02 1' 0 V 2' 4' s' SCALE: 1/4"=V-0" r _ 01, sAq�, 0246"T� yQr� FOP N�`� 11 OF 16 + AREA OF STRUCTURAL WORK ELEVATION LEGEND ARCHITECT: T.0 CHIMNEY - -- - - ASSOCIATES 27-11 112"AFF - - -- —— ——— ———————— — CODECOMPLIANC �""c CH T.0 RIDGE / - ------------- ------------------- ",�w�lc h F( �, �'�I 5 ----- E NOTES: X 14 1. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION 5-11 1i4 AFF ARE TO COMPLY WITH R703.2. ' 'Y '" „i NY 901NE5T MAIN 5TREET, R:5.5'1111RE. I 2 FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND ARE TO BE INSTALLED IN ACCORDANCE WITH R703.4, R903.2,AND EL s41 tivtsTSRa�z,su aoc,tovr_,Woro,FL32779 J SIS 1 I -- — — -- - _ I TEL:407.979,1412 - r _ TT, s,• .�_ - - --- MINIMUM -- --- - - _ T.O EXISTING RIDGE ARCHITECT: 25-11 1/4"AFF ENERGY CODE COMPLIANCE : SECTION LEGEND • REFER TO PAGE A7.1 ENERGY CODE COMPLIANCE "+° BUSCH ASSOCIATES (PRESCRIPTIVE COMPLIANCE METHOD ,�< Y�, r �' «` CODE COMPLIANCE NOTES: _ _ ISR H ITECT t a � 1. INSULATION MATERIAL IS TO COMPLY WITH SECTION 8302.10.1 AND IS TO HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH A ' a" NY 90 WEST MAIN STREET, BAY SHORE, NY 1170+5 SMOKE-DEVELOPED INDEX NOT TO EXCEED 450. TESTING AND °,„ GEL:631.059.000 GENERAL NOTES: ALTERNATE TEST METHODS MUST COMPLY WITH ASTM E84 .� _ FL 2'941 WEST SR 4?4,SUITE 400,LONGWOOD,FL 32779 . , a'"-`',?a TEL 41Z',1,�a79.4st?> w AREA OF WORK LIMITED TO 2ND FLOOR ALTERATION WITHIN EXISTING STANDARD OR UL723. ALL EXPOSED INSULATION MATERIALS s o NEW (2) 1 J"'X 94" LVL ROOFLINE& RIDGE INSTALLED ON ATTIC FLOORS ARE TO HAVE A MINIMUM CRITICAL NEW STANDING SEAM METAL ROOF GRADE VARIES.ALL FOOTING TO EXTEND BELOW FROST LINE. RADIANT FLUX OF 0.12 WATT/CM SQUARED PER SECTION R302.10.4. - - IN BELOW GRADE. STEP FOOTING WITH GRADE AS REQUIRED. TESTING IS TO BE CARRIED OUT AS PER ASTM E970 STANDARD PER :S "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACT119G UNDER THE TOP OF RIDGE 8302.10.5. EXTERIOR INSULATION FINISH SYSTEM IS TO COMPLY IT OF A LICENSED ARCHITECT ENGInIFER,To ALTER IN ANY WAY ANY WITH R703.9. THE MINIMUM REQUIRED BUILDING THERMAL ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ + 17"-0"AFF ENVELOPE(R-VALUE OF WALLS, CE: LING,I ( 'LING, FLOORS, BASEMENT, ENGINEER TEM rH IR s AiHANo THE 1NaT�Tlor a�T ENGINEER Y^SHALL Fo�cAFFIX s i — SLABS ON GRADE,WINDOWS, ETC)SHALL BE DETERMINED HI;�IER sIGNATURE AND THE DATE OF sucH ALTERATION, ANDA SPECIFIC � , O 6 ST DESCRIPTION OF THE ALTERATION ON THE DRAWING,. ^ THE PLANS AND U 1 THROUGH USE OF COMPUTER SOFTWARE DEVELOPED BY THE SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS ' 12 NEW(3)1�4"X11 "LVL U,S.D.O.E,, IN COMPLIANCE WITH N1101.2 AND N1101.3. REFER TO A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID �' z D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE ' 9.`J THE COMPLIANCE FORM ON THE COVER SHEET. SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 2. WEATHER-RESISTANCE SIDING ATTACHMENT AND MINIMUM ANYONE WITHOUT WRrrTEN AUTHORITY of DAVID D.BUSCH ARCHITECT,PO• Lu I 1 TOP OF GIRDER THICKNESS ARE TO COMPLY WITH TABLE 8703.3.2. Q BUSCH ASSOCIATES 3. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE 10'-6"AFF WARM-IN-WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS, SECOND FLOOR ------------------=j---------------_e_ -__ FLOORS AND ROOF/CEILING COMPRISING ELEMENTS OF THE CONSUL IAN I: 10'-1"AFF ------------------------------------------------------------ BUILDING THERMAL ENVELOPE, IN ACCORDANCE WITH SECTION R702.7. 4. STRUCTURAL MEMBERS ARE NOT TO BE CUT, BORED OR NOTCHED NEW 2X10 @ 16"O.0 IN EXCESS OF THE LIMITATIONS SPECIFIED IN FIGURE R502.8. CUTS f _ NOTCHES AND HOLES BORED IN ENGINEERED WOOD PRODUCTS NEW(3) 1 X11 LVL ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH (D c7 ', ; - __ --` NEW PVC ENCLOSURE AROUND POST PENETRATIONS ARE IN ACCORDANCE WITH 8502.8.2.AND AS PER U j i ENGINEERED WOOD PRODUCTS MANUFACTURER CONSULTANT: V) O i �! i NEW 6X6 P.T POST RECOMMENDA I IONS. S IUD DRILLING AND NOTCHING ARE ALSO x �' z ; CONDITIO' D I I + w I II i I EXISTING DECK TO REMAIN TO COMPLY WITH R602.6. S� EENED IN�� CK ll l� i I I 5. PIPING PENETRATION THROUGH FIRE-RESISTANT RATED WALLS OR D w I I NEW(3)2X10 P.T AT POST LOCATION FLOOR ASSEMBLIES ARE TO COMPLY WITH R302.4. 6. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION NEW(3)2X12 P.T GIRDER ARE TO COMPLY WITH R703.2. AUG _ 2 2022 € ----- -'----- --- 7. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND ARE FIRST FLOOR I TO BE INSTALLED IN ACCORDANCE WITH R703.4, R903.2,AND 0'-0"AFF �II _ -:-_ _._,_._ - .._: -_ - - _ --__-- 8. ALL LUMBER IN CONTACT W/CONCRETE SHALL BE PRESSURE Boa dhb - Town TREATED, CONSULTANT: f Tt•ta ee�.-�----�:--'-,--.___ — EXISTING 2X8 DECK JOISTS SISTER UP TO 9. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. NEW 2X8 P.T LUMBER NEW 6X6 P.T POST ALL DIMENSIONS NOTED ON SECTIONS ARE FRAMING DIMENSIONS. GRADE CONTRACTOR TO COORDINATE FOR ALL FINISH MATERIAL OPTIONS. IT VARIES I NEW POURED CONCRETE FOOTING/ PIER. REFER TO CELLAR PLAN FOR TYPICAL ROOF CONSTRUCTION: --• ---- '- ----.- _.-.-- __._.._ _ .__ _ ___ _ GARAGE FLOOR G.. ADDITIONAL INFO - CLIENT: -8' 7"AFF L_'_., I_ • GAF 30 YFAR ARCHITFCTIIRAI �-- •• ASPHALT ROOF SHINGLES. ! -_ ** SNOW& ICE SHIELD FROM EAVES TO A POINT A MINIMUM OF WILKE & GAGLIANO GARAGEFLOOR I ' - . I, � � I i ,.., I- , 1Ii _T 7 ! ! .. I r - 24"PAST THE WARM SIDE OF WALL LINE 9'-6 1/2"AFF - ! . -I j - 1035 SEBASTIAN COVE -, I I I, • 15 LB. BLDG FELT ' �' _-- -_._ -:j • 5/8"' EXTERIOR GRADE PLYWOOD. MATITLICK NY 11952 _ • 2X10 ROOF RAFTERS +W7 16"O.G. - - j • R-30 BATT INSULATION WITH VAPOR BARRIER L. --- I I III • 1f2"GYPSUM BOARD ON CEILINGS ISS�.IEs/REVISIONS + I : I Descrlptlon No. Date SECTION THROUGH SCREENED IN DECK #02 EXISTING RIDGE TO REMAIN TYPICAL WALL CONSTRUCTION: T_0.8_INTERNAL REVIEW ---_ 03/04f2022 SCALE 114"=1'-0" 2X8 R.R WITH , - �_ T.O.S.ADMIN WETLAND PERM_I_T _ _ _ 08/01f2022 R-30 BATT INSULATION • HARDY PLANK SIDING, BY OWNER. �- T.O EXISTING RIDGE \ \. • TYVEK HOUSE WRAP - -- .-.� __ _._._.___-- pk s Y , y j4 a 4 " 1 12 1/2"EXTERIOR GRADE PLYWOOD SHEATHING _ -- 25-11 1f4"AFF -''rs • 2X4 STUDS 16"O.C. U,O.N. 2X6 WALLS DOUBLE HT. SPACE 2X6 WITH R-21 BATT INSULATION TOP OF PLATE I @ ( @ } • R-21 BATT INSULATION WITH VAPOR BARRIER +/-24'-2 1/2" 2X10 R.R WITH 5f8"GYPSUM BOARD ON WALLS ' I { (3)2X10 I ! R-49 BATT INSULATION I --- - STANDING SEAM METAL ROOF - ' NEW WINDOW. 12 2X6 R WITH 2X10 C.J WITH R-38 BATT INSULATION 12 y =� f -- ._ 2 2X10 SEE SCHEDULE -.Q 5 R-30 BATT INSULATION (3 2X10 HEADER ABOVE NEW 4 P O I 2X6 WITH R-21 IN CAVITY(LIMITED AREA TYPICAL HEADER DE ) _,. . rF `, INSULATION � �� t�r.� -- TAILS: f I BATT INSULFT! I >- TOP O PLATE __..__._._....__._..____m._ _ _.._......_.. __...___.._..__.__. DORMER. MAINTAIN EXISTING I _ -�-�_` ' `!�. `� (3}1 J"x'114 LVL TOP OF PLATE `M1 1 .- +/-19' 11"AFF JOIST TYPE AND SIZE MAY VARY.VERIFY CONDITION PER DRAWINGS. HEADER&WALL AT OTHER 12 rbc- DORMERS AND REPLACE WINDOWS - +/-19'-4"AF I 7 ', ,�1 �' Ki 't ' 4 r l ji 1 4,h Jt t,i"i, `> 1`f" r, +''�' F h f, (. - IN EXISTING OPENINGS C z�'X ! „t4._�r r.�.r,t.(Y ' �1 `��x. z,r 1_r-r j,r '_''.c_f a �_,.. 4 r_r x, ' - �` ,' ,"Q 5 6 LAYERS O ”PLYWObD..-_ V - - - - _- --_ _---- _-_ _- - ----- f. ._.._- --_ --_ -_- -____ - __. r - - ,.. . . - -.---, "ti - - _ _. _ ,_...,.�PE' SCREWED AND GLUED 'DROPPED(2}1 'X 7 «LVL 4 i -.._ - T - rTOGETHER. 91/4 HIGH"� � "/ 3 1 "X9 "LVL . W D D CK�VRS _. . FLOOR JOIST + X NEW WINDOW/SCE SCI IEDULC -- J"X 7 -- (3)2X10 w I / ,.* ( ) OVER . Ppn� MfEft�IBI.�At(JE OVEf ( ( ) 3 2X6 f� ( IIS I - - «a Z ! / / = EO CUT DOWN EXISTING I R 3 BAT I S L, TIO I PROVIDE SQUASH BLOCKS r 2X12 FLOOR JOISTS TO MICROLAM OR CONY.WOOD HDR. DROPPED J `I x l :' I x 2X6 NOM. - Ii) 2X6 WITH R-21 -- __ LU �.•� -- -- f f r' w ! LCUP BATT INSULATION EXISTINGTHROUGH A L PER { } VL ..._I . L ..1...._..L__1__.. L._._I _ __ L �- i._ I 'FLUSH' -- d 2 1 X9 L SECOND FLOOR LUS - _ , _ " PROJECT: 10' 1 AFF I f,, --- - - -- ----- - - r rt ---_ . .. . v y� FLOOR JOIST a 1 • I I` c s � PROVIDE SQUASH BLOCKS SECTION AT WINDOW BROW MICROLAM HDR. OR CONV.WOOD `' I' HDR_ FLUSH WITH GALV.JOIST Z NEW CABLE RAILING Wf I I I I ' �I i. SCALE: 1/4"=1'-0" I `a, Z I I,I } I' HANGERS EACH FLOOR JUIS I' + < WOOD TOP RAIL f ,F' NEW PVC ENCLOSURE I I ' III Y 4' L1 \EAA 0 r 3- { EXISTING TO REMAIN. I 1 .,. j -_ _� _ UPSET' w AROUND EXISTING POST �i - ,� ^g NO WORK PROPOSED EXISTING DECK TO j. I _.... I I I RESIDENCE - _...._ . REMAIN f'' liir - -� 1 ;'' . � ; CEILING JOIST 4 __ I ( I - I I' I - I'- L II f ,., ,, j FIRST FLOOR ........ i, -- �� ___- -r A i f= C tl_•7 i1-� -.T77,= ' I { -- 0-0 AFF - t _ y s 1 - --- - - ! LI � — - - - - --- - - - - Y l a � Y' b __ ._ - <= 1 I EXISTING 2X8 DECK JOISTS SISTER UP TO MICROLAM OR CONY.WOOD U) J -' I� I // NEW 2X8 P.T LUMBER ' � 0 �Icv I'_ 1 } i .... ... .... ...__._ . HDR. DROPPED I I I I 1035 SEBASTIAN COVE ( � NEW 6X6 P.T POST r� z Eo iE ''. MATITU + JI I 1 / /J I I i NEW(3)2X12 P.T GIRDER 'FLUSH' CK, NY 11352 X + X i__i IT - NEW POURED CONCRETE FOOTING/ --- - - - I DRAWING TITLE: w_ J { GRADE w w ±I _ ._.,..: �..• a = - - - - I I ,. - -- � 1� -.-'`J L _ - I�I _ , s . __� � PIER. REFER TO CELLAR PLAN FOR VARIES I.I , I /T.. - - - T I I I _ I 'I I I I.�I l / T I I ADDITIONAL INFO • ! CEILING JOIST -- I I II III / II GARAGE FLOOR J-.L... _. PROVIDE SQUASH BLOCKS 8'-7"'AFF - a 1 4 -r GARAGE FLOOR -- - _ _____-. - --- - - - D BUILDING SECTIONS � � .�...� «� .� ._ - MICROLAM HDR OR GONV WOO - HD _ I �- . --.,- R. FLUSH WITH GALV.JOIST 9'-6 1/2"AFF -.__...� ..._.,_..,_..._._..,� ._.�.....__ -_-- I ' , I � �--- -- , �-; I _ I I HANGERS EACH CEILING JOIST t 1 - 1 - - I, _ SEAL&SIGNATURE DATE: 01/07/2021 V 0 1' 2' 4' 8' ��ED C PROJECT No.: 216801 � QpPNIEQ Bpi. DRAWING BY: AC CHK. BY: RF --- p .e. ., ,' S DWG No: SECTION THROUGH ROOF DORMER #01 SCALE: 1 f4"=1'-0" ���� � A4.1 024611 ypQ' ,FOF NE`N 13 OF 16 ARCHITECT: 77 BUSCH ASSOCIATES DOOR SCHEDULE WINDOW SCHEDULE MANUFACTURER/ R.O. DIMENSIONS gar= NO. LOCATION INT./EXT. MFG NO. DIMENSION TYPE NOTES NO. (W X H) MANUFACTURER MFG NO. TYPE/HINGE NOTES —�- -------------- ---------- --- -------- ----._ _._-___ ..._. . ._ .._. ._- --- - ----- - .._ . _. .....- ... --------------------- ------- ------ -------- ------------- ----- - — — ---------------- ------------- ------- -- -. ._..---------- ----- ------ -- NY�90 EWEST MAIN.TREET BAY SHORE, NY 117 35 G3196y30 FL 29411x'FST SR 434,SUIT[4r.)O,LONGb11000,FL 32779 LLE PATTERN WINDOW: 19 ( BEDROOM#02 INTERIOR BY CONTRACTOR _-----2'-6"x�-8" -- ---------------HINGED-------- -- ------------ --------- -- WOOD-SOLID CORE ------------------- ----- -----------------_ J 2'-8"X 3'-5�" ANDERSEN 0X135 CASEMENT DIRECT REPLACEMENT IN EXISTING OPENING. � ��..`��� � .°EL:��nr 579i�aursz'u O (400 SERIES) 20 LAUNDRY INTERIOR BY CONTRACTOR 2'-6"x 6'-8" SINGLE POCKET WOOD-SOLID CORE G.0 4'ERIFY PRIOR TO ORDER. - GRILLE PATTERN WINDOW:COLONIAL - —� ----__-.._.._._._-- -------_.._--..- _---- -------_.-___ .--_-.--_-- _-._..-----------------_ _--- -- _-- -- -- ---- - - ----_-- - ANDERSEN D#RECTIOOOFTA LICENSED ARCHITECT ENGINEER,TO ALTER CInANY WAY ANY WOOD-SOLID CORE K 5-4 X 3-5 21 BEDROOM#03 INTERIOR BY CONTRACTOR 2'-6"x 6'-8" HINGED " "� 400 SERIES CX235 CASEMENT NEW FRAMED DORMER ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ DIRECT REPLACEMENT.G C V-1-F. ) G.0 VERIFY PRIOR TO ORDS ENGINEER IS ALTERED,THE ALTERING AP,CHITECT ENGINEER SHALL AFFIX TO - .__._ ,.... . ._.,.. ... .... . _... R. • � HIS/HER ITEM THEIR SEAL ANC)THE NATATION 'ALTERED BY" FOLLOWED BY WOOD-SOLID CORE HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 22 CLOSET INTERIOR BY CONTRACTOR 2'-6"x 6'-8" HINGED DIRECT REPLACEMENT.G.0 V.I.F. __ GRILLE PATTERN WINDOW.COLONIAL SPECIFCATTIIONS HEREIN ARF INTENDED F R THE SUBJECT PROJECT ONLY As -------- - - 2'-0 j"X 3'-0 ANDERSEN C13 CASEMENT NEW FRAMED DORMER 400 SERIES A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID WOOD-SOLID CORE ( ) D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 23 J&J BATH INTERIOR BY CONTRACTOR 2'-6"'x 6'-8" HINGED DIRECT REPLACEMENT.G.0 V.I.F. - _ G.0 VERIFY PRIOR TO ORDER. SUBJECT OF A COPYRIGHT PETTT-ION AND MAY NOT BE REVISED OR REUSED BY - ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC- .._._____...__24__�.-..__ J&J BATH INTERIOR BY CONTRACTOR 2-6"x 6'-8" HINGED WOOD-SOLID CORE 5'-1"X 2' ANDERSEN CASEMENT+ GRILLE PATTERN WINDOW:COLONIAL Q BUSCH ASSOCIATES-0 (400 SERIES) CN32 PICTURE NEW FRAMED DORMER -- G.0 VERIFY PRIOR TO ORDER. CONSULTANT: 25 ( CLOSET INTERIOR BY CONTRACTOR 2'-6"x 6'-8" SINGLE POCKET WOOD-SOLID CORE _-� -- ------- --- ---- -- - -- -- - - - - --- --- - SEE ELEVATION ANDERSEN GRILLE PATTERN:COLONIAL NTW20310 DOUBLE HUNG 26 BED#01 INTERIOR BY CONTRACTOR 2'-6"x 6'-8" HINGED WOOD-SOLID CORE FOR LAYOUT (400 SERIES) MULLED UNIT PREFERRED i 27 EXTERIOR IN SWING GRILLE PATTERN: BLANK BEDROOM EX ANDERSEN400 FWH29611 SEE ELEVATION SEE ELEVATION ANDERSEN -- --_-- -_.__ ._.--- ---------- _--_ - __ .----.---___-.-- .----__-_-- O DIiP310310 PICTURE I GRILLE PATTERN:COLONIAL -- ---- - --- -- - -- -_ - ------ -- ----- ----._..__...- ----- --- -------------------------- ---- --- -- --- ---------- --- - --- -- ... - --- ---- - - - - - - FOR LAYOUT (400 SERIES) I MULLED UNIT PREFERRED 28 BEDROOM EXTERIOR ANDERSEN400 IN SWING GRILLE PATTERN: BLANK FWH29611 SEE ELEVATION ----.- -- -..-- ---- __-.__.___.__-- - �_�a__-- - .___._.�-__-,_..__ . _ __ ___._._ CONSULTANT - I ANDERSEN GRILLE PATTERN: BLANK SEE ELEVATION ANDERSEN 29 LOFT EXTERIOR SLIDINGAFFW8006 TRANSOM ARCH GRILLE PATTERN:COLONIAL () FWG60611+FWG33611 SEE ELEVATION MULLED TOGETHER FOR LAYOUT (400 SERIES) (� (� U --- - ---- --- - - - ----- - - - —---- --- --- —---- ------- --- - — — — ----------- — --- --- - - - l5 l� Li 30 CLOSET INTERIOR BY CONTRACTOR 2'-6"x 6'-8" HINGED WOOD-SOLID CORE NOTE: - ----- ----------,------------------ ----- ---- - -- ----- -- --- ---------- -- --- - -_ __-- - --- --- - - ------- - -- -------- ------- --- ---- ------- ------------ ---- -- - - - - -- _ -- . ----- - 2 2022 -------------------- - BATH#2 INTERIOR BY CONTRACTOR 2'-6"x 6'-8" HINGED WOOD-SOLID CORE 1. ALL HARDWARE SHALL BE AS PROVIDED BY MANUFACTURER. AUG 31 2. ALL OPERABLE WINDOWS TO HAVE SCREENS.COLOR TO BE SELECTED BY OWNER. I 3. ALL GLAZING TO BE DOUBLE PANE, INSULATING GLASS, LOW'E'WITH REMOVABLE EXTERIOR GRILLES. FINAL PATTERN BY CONSULTANT ._.__._....... NOTE: Board of Trustees OWNER/ARCHITECT. Soutiio�d" owrr---____._ 4. ALL WINDOWS SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL NYSBC 2020, SECTION R310, TO NOT IMPEDE EGRESS. 1. ALL DOORS TO COMPLY WIT[I NYS CODE SECTION 300,TO PROVIDE FOR TEMPERED SAFETY SYSTEM GLASS IN REQUIRED LOCATIONS. 5. ALL WINDOWS SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL NYSBC 2020, SECTION 8303, FOR NATURAL LIGHT AND 2, ALL GLAZING TO BE DOUBLE PANE, INSULATING GLASS, LOW'E'WITH REMOVABLE EXTERIOR GRILLES. FINAL PATTERN BY OWNERIARCHITECT. VENTILATION. 3. ALL WINDOW AND EXTERIOR DOOR ROUGH OPENINGS ARE PER THE MANUFACTURER. G.C.TO V.I.F. 6, ALL WINDOW AND EXTERIOR DOOR ROUGH OPENINGS ARE PER THE MANUFACTURER. G.C.TO V.I.F. 4. CONTRACTOR TO V.I.F. ALL HEAD HEIGHTS PRIOR TO WINDOW ORDER. 7. TEMPERED GLAZING AS REQUIRED BY NYS CODE SECTION 308. 8_ CONTRACTOR TO V.I.F.ALL HEAD HEIGHTS PRIOR TO WINDOW ORDER. QTY = 1 QTY = 1 QTY= 1 QTY= 2 QTY= 1 QTY= 2 QTY= 1 QTY= 2 _ ENERGY COMPLIANCE NOTES: ./ .% O O \:J CLIENT: AFFW8006 ALL WINDOWS AND DOORS SI IALL BE IN COMPLIANCE WIT[I TI IC LATEST EDITION Or NYS ECCC. SECTION 402.4.2. � W�L�CE � GAGLIANO PLUMBING NOTE: 1035 SEBASTIAN COVE 29 •► i 27 28 -� -- - -- - �� �_ CN32 G MATITUCK, NY 11952 O CX235� C13 O PLUMBING FIXTURE COUNT SHOWN ON PROPOSED PLANS MAINTAINS EXISTING FIXTURE COUNT.ADDED 2ND FLOOR WASHED&DRYER ONLY — • FIXTURES SHOWN ON PROPOSED PLANS ARE BASED ON EXISTING FIXTURE COUNT(CHANGE OF LAYOUT ONLY) ISSUES/REVISIONS i FWG33611 FWG60611 FWH29611FWH29611 Description NO-7] Date TW20310 DHP310310 TW20310 ENERGY CODE COMPLIANCE (PRESCRIPTIVE COMPLIANCE METHOD) T.O.S. INTERNAL REVIEW -03p/2022 PLUMBING RISER LEGEND T.O.S.__ADMIN WETLAND PERMIT 08101/2022 REQUIREMENTS REQUIRED PROVIDED COMPLIANCE NOTES T.O.S PERMIT SET REVISION 1 02/14/2022 ABBREVIATIONS: -_. .,_._. . . __. _.- -- .- _- VENT PIPING nt SANITARY PIPING __ ...; KITCHEN SINK FENESTRATION ,32 .32 MIN OR BETTER COMPLIES PERFORMANCE VARIES BY UNIT SIZE&OPTIONS SELECTED VTR VENT TO ROOF -_- . NEW EXISTING U FACTOR � V VENT " � .: E ,.. ------- ---------- - --- F---- GLAZED CO CLEAN OUT WATER CLOSET �- ---.� SHOWER FENESTRATION .40 .40 MIN OR BETTER ( COMPLIES PERFORMANCE VARIES BY UNIT SIZE&OPTIONS SELECTED NEW EXISTING "--- -- N EXISTING NEW EXISTING SHGG _ E EXISTING �._ ____n..______,__ __ ___.-_.......IT.................. ... R RELOCATED N L LAVATORY CLEAN OUT co WUUU FRAME R-20 R-21 EXCEEDS AREA LIMITED TO RECONSTRUCTION OF DORMER WALLS Fac T WALL -v- NEW EXISTING FLOOR SANITARY CLEANOUT - 4"VTR p �I c CATHEDRAL R-30 MIN. R 49 COMPLIES AREA LIMITED TO NEW DORMER - - - N ! e BATHTUB -J L_ VENT TO ROOF CEILING R-30 MIN. - _ 8402.2.2 NEW EXISTING - - 14"1178 14"VTR [ 4"VTR CEILING! R-38 MIN. R-49 ATTIC SPACE R-30 MIN. COMPLIES AREA LIMITED TO NEW DORMER ROOF JIL JIL JIL R402.1.2 - - (E)BATH#02 4"D I 8402.2.1 CEILINGS WITH ATTIC SPACES (E)BATH#01 24V' J I WHERE SECTION R402.1.2 REQUIRES R-38 INSULATION IN THE CEILING, INSTALLING R-30 OVER 100 PERCENT OF THE CEILING AREA F�2v r - •� z°v REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR R-38 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 r-`1` ~ I, I ->-� (N)LAUNDRY INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. WHERE SECTION R402.1.2 REQUIRES R-49 INSULATION IN THE PROJECT: I rl I ?� IN IN (`� I ( I (V)EXT CEILING, INSTALLING R-38 OVER 100 PERCENT OF THE CEILING AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR I I I r-—> R-49 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE I I I N I N I EAVES. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402<.1.4 AND THE TOTAL UA I I I E R I I R •°•- ALTERNATIVE IN SECTION R402.1.5. I I I UN D Y) R402.2.2 CEILINGS WITHOUT ATTIC SPACES 7I WHERE SECTION R402.1.2 REQUIRES INSULATION R-VALUES GREATER THAN R-30 IN THE CEILING AND THE DESIGN OF THE 2ND FLOOR I I -E �7 R I ( ROOF/CEILING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION, THE MINIMUM REQUIRED INSULATION 4"D 11/2"D 11/2" 4"D P2T"D I R-VALUE FOR SUCH ROOF CEILING ASSEMBLIES SHALL BE R-30. INSULATION SHALL EXTEND OVER THE TOP OF THE WALL PLATE TO GAGLIAlkO P2-'D 2"D oa THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF I 4"D 2"D 2"DI SECTION R402.1.2 SHALL BE LIMITED TO 500 SQUARE FEET (46 M2) OR 20 PERCENT OF THE TOTAL INSULATED CEILING AREA, 4"'D I WHICHEVER IS LESS. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTIO! R402.1.4 AND THE R E S I ru" E lk\I'C E (E)KITCHEN (E)MASTER BATH (E) PWDR RM I TOTAL UA ALTERNATIVE IN SECTION R402.1.5 3"V (RELOCATED FIXTURES) RELOCATED FIXTURES) (RELOCATED) --^•__. � M yI�— 311"EXT ERIOR S-EATF1NG WITH -j f CONTINUOUS AIR BARRIER.TYVEK OR � i 2"V SIMILAR DLY WOOD 24"V > (REOCATED) SHEATHING NI I ?1 MATCH EXISTING SIDING (V) EXT. 314"x 3-1I2"AZEK TR[ M_ 1035 SEBASTIAN COVE �' ` r I r APPROVED VIINDOW N ' FLASHING MATITUCK, NY 11952 �I I I �a / CAULK @ SILL p E I P E I I r I I I E I a';a, " -- __ SILL CONDITION f 314"x1 1/2"AZEK TOP AND JAMB � E E I i E E. II--- ., I L M -' I SILL,PITCH AWAY FROM WALL - E r"� I E ( E I I n MATCH EXISTING SIDING e E I PROVIDE CAULK DRAWING TITLE: r- s T AT DOOR FRAME z— BLOCKING AS REQUIRED Jf -- -- - C j ( 1 r 1 I �'P _- z DW E f 4 f 1 ST FLOOR I,r I - , _ --_> _ INTERIOR CASING/TRIM SIZE&PROFILE TO BE PROVIDE INSULATION " I —�}CO SIZE& PROFILE TO BE I = 1/2"PLYWOOD SHEATHING : _r -• I '- -- ( _J - r =: ,-- DOOR AND WINDOW 2"D 1 112"D 1 1/2" 4 D 4"D 1 112"D I 2'D SHIM SPACE INTERIOR CASING/TRIM GRADE CO CoI �- 2"D 2 D I FINALIZED WITH OWNER '@ _....\ DPER MGF 2'D 4D 2D FINALIZED WITH OWNER - SC j C+/^+HEDULE 4 D EXISTIFAI J- OVIOE CONTINUOUS AIR f I - -�-_ I , �! S BARRIER BY HOMEWRAP OR 4"D 4 D ( — .7 SIMILAR BASEMENT I L'I' 314"x 5 112"AZEK HEAD,ENTIRE -- -. -- HOUSE ' AZEK SILL WITH DRIP EDGE cr-, .}^--*».�- HEAD SYSTEM TO FIT TRAP WINDOWIDOOR. SEAL&SIQNA. RE DATE: _ _01/07/2021 TO EXISTING i� CAULK C 51LLAND JAMB „ ' — PROVIDE CAULK AT FD A PROJECT No.: 21680 GENERAL NOTES: 4"D -_*__ .-,_-- SANITAF{Y SYSTE i 1-------MATCH EXISTING SIDING (- j� WINDOWIUOUR HEAD INTERIOR CASING/TRIM SIZE& PROVIDE CONTINUOUS AIR � �y -- 1 1.CONTRACTOR TO COORDINATE ALL PIPE AND SANITARY ROUTING WITH ALLOWABLE HOLE -y_ 1 PROFILE TO BE FINALIZED WITH BARRIER BY TYVEK OR SIMILAR �`� QPtdIEL( e ��� DRAWING BY: AC LOCATIONS AS RECOMMENDED BY JOIST AND STRUCTURAL LVL MANUFACTURERS. - - -`--- r OWNER �`� GSO n� CNK. BY: RF 2. CONTRACTOR SHALL UNDER NO CIRCUMSTANCE CUT, DRILL THROUGH OR NOTCH FLANGES r Q Q OF MANUFACTURED JOIST SYSTEM. i PROVIDE CON-1N000S AIR PROVIDE INSULATION NOTE:PROVIDE PROVIDE INSULATION DWG No: 3. REFER TO PLUMBING RISER FOR ALL PIPING SIZING. i� BARRIER BY TYVEK OR SIMILAR. @ SHIM SPACE EXTENDED JAMB AS @ SHIM SPACE 4.ALL PLUMBING FIXTURES AND FITTING SELECTIONS AS SELECTED BY OWNER. A v REQUIRED , N A7.1 PLUMBING RISI_R DIAGRAM TYPICAL SILL DETAIL A WINDOW/DOOR HEAD DETAIL B TYPICAL JAMB CASING DETAIL C 9T 024671 yo _ N.T.S. SCALE: 3"=1'-O" _ , "_ " FOFNE� -_1,-0 SCALE: 3 - ' 1 -0 SCALE:3 -1,-0 14 OF 16 ARCHITECT: WIND LOAD DESIGN CRITERIA AND CONSTRUCTION NOTES: ----..�-.- BUSCH ASSOCIATES COLUMN HEADER, REFER TO � � ; .. ARCHITECTS 1. ALL WORK SHALL 13E IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NYS,SECTION R301.2.1.1 AND FIGURE R301.2(4). '" I STRUCTURAL PLANS 2. ALL WIND LOAD DESIGN CRITERIA AND CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH AMERICAN FOREST AND 1 PAPER ASSOCIATION (AF&PA)WOOF FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM)ANDr°w k "' ' &f .�� � " r�{� NY 90 WEST MAIN STREET, RA'!SHORT, NY 1170. �x C THE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES(ASCE 7). -- — (1)SIMPSON STRONG TIE STRAP CMST14 WITH TEL.t3l.9G9.09,2i1 TTL" 3. IN REFERENCE TO THE ASCE STANDARDS (&WFCM): (8) 10d FASTENED TO COLUMN HEADER FACE ,`',:;;,tii ;, . ;;;. ¢n� EL 2941 WEST sit 434,sWTE 400,LONGW00D,EL 3.,714 • PER SECTION 6.5.4. WIND SPEED = 110 MPH ° o AND(2) 10d FASTENED TO COLUMN HEADER • PER SECTION 6.5.5. IMPORTANC: FACTOR I (PER BUILDING CATEGORY II)= 1.00. 0 TOP. REFER TO MANUFACTURER FOR • PER SECTION 6.5.6. EXPOSURE CATEGORY IS'B'. COMPLETE INSTALLATION REQUIREMENTS 4, MAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-0"ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM ENGINEERING A IT IS AUNDER THE DESIGN LIMITATIONS, SECTION 3.1.3.1 DIRECTIONON FOR MEAN ROOF HEIGHT ALLOWANCE. PER ASCE 7, FIGURE 6-2, BUILDING HEIGHT AND ° of THE LAR FOR ANY PERSON,UNLESS ACTING OF OF A A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY EXPOSURE ADJUSTMENT FACTOR A=1.F). ITEM ON THESE DRAWINGS, IF AN STEM REARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT,ENGINEER SHALL AFFIX TO 5, ALL NAILING SHALT_BE IN ACCORDANCE WITH TABLE 3.1, 3.3A, 3.4 AND 3.7 OF THE 2018 EDITION OF WOOD FRAME HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY WFCM HIS7HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC CONSTRUCTION MANUEL (WFCM). `"i-'."":'::'::' DESCRIPTION Or" THE ALTERATION ON THE DRAWING ° THE PLANS AND 6, ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM, PRESCRIPTIVE DESIGN, CHAPTER 3. ° SPECIFICATIONS HEREIN ARE INTENMED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID • ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1. .2&3. -- D. BUSCH, ARCHITFCT, PC, THESE PLANS A,J,iD SPECIFICATIONS WILL RE THE • ALL WALL SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.3 3.4 0 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORIT''f OF DAVID D.BUSCH ARCHITECT,PC' • ALL ROOF SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.4 AND 3.5 • ALL CONNECTIONS SHALL CONFORM TO WFCM SECTION 3.2 n Qc BUSCH ASSOCIATES 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND FASTENERSISTRAPPING CONNECTIONS ARE FOR USE WITH DOUGLAS ONSULTAN1: ' �_ FIR LUMBER. {J 8. THE CONNECTION DETAILS PROVIDED ON THE ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS LOAD PATH CONNECTION AS PER THE LOAD VALVES AND NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE CONNECTORS. PVC SPLIT COLUMN RESIDENCE INFORMATION: ° + PRIMARY ROOF RAFTERS: 16"O.C. CONSULTANT: • STUDS AND J01STS: 16"O.C. • ROOF SPAN(S): +/-38'(MAIN 2 STORY RESIDENCE) • MFAN ROOF HFIGHT(S)- •• MAIN 2 STORY RESIDENCE: +/-25'-11 (1)SIMPSON STRONG TIE CONNECTOR HD5A ++ WALL HEIGHT: +/-18'-1" V .,\�...� WITH(2)3/4" BOLTS. REFER TO MANUFACTUP.ER FOR COMPLETE INSTALLATION REQUIREMENTS �- - _ Southold Town _- _ - - CONSULTANT: Board o�'TruBtee�----' DESIGN LOADS/CON NEC IONS REQUIREMENT ('ALL IN LESS. PER CONNECTOR, U.O.N.) ONE STORY: (DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL= 15 PSF) (4)8d COMMON NAILS @ EACH END OF ` \, - 1-114"x20 GA.STRAP AT EACH RAFTER ROOF ASSEMBLY TO WALL WALL ASSEMBLY TO WALL WALL ASSEMBLY TO FLOOR WALL ASSEMBLY TO TWO STORY: II I- [ mm�W - (1)3/4"EMBEDDED BOLTS AT EACH COLUMN. ASSEMBLY ASSEMBLY ASSEMBLY SILLPLATE/FOUNDATION (3)8d COMMON NAILS @) EACH END OF I`r z w4 (TABLE 3.4) (TABLE 3.4) (TABLE 3.4) (TABLE 3.2) 1-114"x20 GA. STRAP AT EACH RAFTER jl� �}4�1 � M � W 1 MASONRY PIER, FILL SOLID CLIENT: U L S U L S U L S U L S `- 2STORY WILKE & GAGLIANO RESIDENCE 126 65R 126 65R 126 65R 192119 SEE NAILING SEE NAILING 46 - 240R 4 / = 1035 SEBASTIAN COVE SEE NAILING CALLOUTS CALLOUTS CALLOUTS �'' / MATITUCK, NY 11952 (SHEET A8.2) (SHEET A8.2) (SHEET A8.2) f ----- ROOFIATTIC HOLLOW COLUMN UPLIFT CONNECTION U =CONNECTOR UPLIFT LOAD(@16"o.c.) /f / / \.= ISSUES/REVISIONS L =CONNECTOR LATERAL LOAD(�? 16"O.C) � f 1 ;. .!r SCALE: N.T.S. --------- - S =CONNECTOR;SHEAR LOAD 16"O.C. � /f Description No.J . Date R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND W/L FOR WIND PARALLEL TO THE RIDGE, - / f ( ) 1 SIMPSON STRONG TIE CONNECTOR T.O.S. INTERNAL REVIEW 03!0412022 WHERE W IS THE BUILDING WIDTH L IS THE BUILDING LENGTH. -� . ` -.h J H2.5A WITH (5)8d FASTENED TO RAFTER ------------- ----- ----- = REFER TO ALL. DETAILS THIS SHEET AND (5)8d FASTENED TO TOP PLATES. T.O.S.ADMIN WETLAND PERMIT 08/01/2022 ' ' / _ .,� � .� -----------_-._-- --------__--__ _ = PER FOOTNOTE#4,TABLE 3.4,ALLOWABLE REDUCTION TAKEN FOR FULL WALL ABOVE r .� cc = PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE MINIMAL DUETO OPEN WALL STRUCTURE, — (xxx) = UNIT CONNECTION LOAD FOR FRAMING NOT WITHIN 8'-0"OF CORNERS. - >' 'f (5)8d COMMON NAILS @ EACH END OF ----- �' 1-1/4"x toga STRAP AT EACH STUD, FOR 'r UPLIFT FORCES ONLY - --- -------- --- -____. __ _ AT GARAGE USE(4)8d COMMON NAILS LEACH END OF 1j"x20ga STRAP AT __-�_-- �' ( EACH STUD, FOR UPLIFT FORCES ONLY -� (2)3-112"x3/8" LAG SCREWS @ EACH STUD ( - `\ (1) SIMPSON STRONG TIE CONNECTOR H5A WITH (3)8d FASTENED TO RAFTER - � � \� AND(3)8d FASTENED TO LEDGER. PROVIDE(2) 16d COMMON NAILS �\ @ 6"O.C.TO FASTEN ENDWALL '�^' ` ~t' I NOTE: CONNECTIONS TO BE PROVIDED @ \ CORNER STUD TO SIDEWALL .✓ f 'I CORNER AND AT EACH FRAMING MEMBER. CORNER STUD HOLD DOWN I.= ASSEMBLY (5)Fad COMMON NAILS @ EACH END OF ---- / �' `\�i • 'j __.___ '�• \ 1-1/4"x20ga STRAP AT EACH STUD, FOR J SECOND FLOOR UPLIFT FORCES ONLY AT GARAGE USE(4)8d COMMON NAILS @ I SIMPSOM STRONG TIE PHD-5 • 'I EACH END OF 1-1/-1 x20ga STRAP AT EACH _ STUD, FOR UPLIFT FORCES ONLY PROJECT: _ SHARWALL HOLD DOWN TO �'•� __ I RESIST OVERTURNING FORCES AT SECOND FLOOR ONLY AS SPECIFIED IN WFCM, }t° �.','- I PROVIDE WITH 1 5/8"" (RAFTER TO STUD) I (3)8d COMMON NAILS @ EACH END OF THREADED ROD FASTENED TO - 141 ' 1-1/4"x2OGA STRAP, FOR UPLIFT ONLY SECOND PHD-5 CONNECTOR BELOW TOP PLATE. REFER TO ,,`� �. MANUFACTURER FOR I I '`` ` e' 4 10d COMMON NAILS EACH END OF COMPLETE INSTALLATION O @ II REQUIREMENTS. ` ' \ 1-1/4"x20ga STRAP AT EACH STUD, FOR , I LACE �;�,�;LEAN O I I � UPLIFT FORCES ONLY. " I �., t _ AT 1 112 STORY(3) 10d COMMON NAILS @ l l-0 OPENING: (12) 10d COMMON NAILS @ EACH END OF(2) 1-1/4'"x 20GA STRAPS @ I I ` �. � . '� � l� EACH END OF 1 114"x20ga STRAP AT EACH RESIDENCE EACH SIDE, FOR UPLIFT FORCES ONLY; STUD, FOR UPLIFT FORCES ONLY. (PLATE TO STUD) \� (3) 10d COMMON NAILS @ EACH END OF 1-1/4"x �\ \ I 1035 SEBASTIAN COVE 20GA STRAP AT 10" O.C., FOR UPLIFT FORCES ONLY. MATITUCK, NY 11952 OF 13) 10d COMMON NAILS @ EACH D 114"x 20ga STRAP AT EACH STUD FOR �. `•, �.� -• ,. '`'`., ;; ;,,�.<; � DRF."',IfNGTITLE: ' \ - UPLIFT FORCES ONLY (3)10d COMMON NAILS @ EACH END OF \ \ PROVIDE (2) 16d FROM TOP PLATE TO HEADER \ - ! AT 1-112 STORY USE(2) 10d COMMON NAILS 1-1/4"x 20ga STRAP AT EACH STUD, FOR 16"'O.C. TO RESIST LATERAL FORCES, 'r~ "�, 4, "j r / UPLIFT FORCES ONLY. @ @ EACH END OF 1�'x20ga STRAP AT EACH �� �� _ STUD, FOR UPLIFT FORCES ONLY AT 1 1/2 STORY USE (2) 10d COMMON NAILS @ EACH END OF 1-1/4"x20ga STRAP AT EACH STUD, FOR UPLIFT FORCES ONLY. TOP PLATE WIND LOAD DESIGN `"^• (STUD TO FLOOR PACKAGE) 2X HEADER, REFER TO PLANS FOR SIZING. ~ REFER TO,ADDITIONAL LATERAL AND SHEAR NAILING REQUIREMENTS, SEAL&SIGNAI E — DATE: 01/07/2021 e®AR (3)JACK STUD W/(2) 16d @ 24"O.C. FOR 11'SPAN �ptC PROJECT No.: 216801 ______ (2)JACK STUD W/(2) 16d @ 24"O.C. FOR 8'SPAN ��� ,��tdIEC� © DRAWING BY: ✓�� AC �0 C �in0�� CHK. BY: RF ---- -- CTw DWG No: STRUCTURAL CONNECTIONS FOR CONTINUOUS HEADER STRAPPING DETAIL LOAD PATH TO RESIST WIND LOADS (UPLIFT & OVERTURNING) TYPICAL GABLE WALL CONNECTIONSs� o A$"1 SCALE: N.T.S. SCALE: N.T.S, SCALE: N.T.S. ��FOF N'E`''� .0 15 OF 16 ARCHITECT: TABLE 3.1 NAILING SCHEDULE TABLE 3.413 TABLE R301.7 TABLE R301.5 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY DWELLINGS(2018 EDITION)) SHEAR WALLS RESISTING UPLIFT AND SHEAR - EXPOSURE B ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS BUSCH ASSOCIATES (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (TABLE TAKEN FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE) (IN POUNDS PER SQUARE FOOT) ^ NUMBER OF NUMBER OF (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE &TWO FAMILY CWELLINGS (TABLE TAKEN FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE) JOINT DESCRIPTION NAIL SPACING COMMON NAILS BOX NAILS (2018 EDITION)) ' ALLOWABLE ' ,; :a STRUCTURAL MEMBER USE LIVE LOAD ( ) 110 115 120130!140 WIND SPEED 3-SECOND GUST MPH ; , 150'160 170180 195 DEFLECTION Y'�, NY 913 RYEST MAIN sTFIEET, PAY 5HORP, NY 11706 b _� Y „ TEL:631.9(19.0900 ROOF FRAMING UNINHABITABLE ATTICS WITHOUT STORAGE 10 .r ` 1 FL z9otEST SR43a.SUITE Aoo,Lo^acwnc ,FL s r�9 TOP &BOTTOM OF ,nf RAFTER TO TOP PLATE(TOE NAILED) 3-8d 3-1dd PER RAFTER WALL RQUIREMENTS '? rEI.:Qo7.9�g.aasz WOOD STRUCTURAL PANEL SHEAR PANEL NAILING b,9 RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO U180 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 (SEE TABLE 3.4A) (SEE TABLE 3.4A) REQUIREMENTS MAXIMUM ROOF SPAN (FT)2,3 NAIL FINISHED CEILING ATTACHED TO RAFTERS HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST SHEATHING SHEAR WALL ROWS OF INTERIOR WALLS AND PARTITIONS H/180 BALCONIES(EXTERIOR)AND DECKS e 40 SPACING (SEE TABLE 3.4A) (SEE TABLE 3.4A) "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE 40 DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY THICKNESS NAILING NAILS (IN) FLOORS U360 FIRE ESCAPES ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d 8-40d EACH LAP ENGINEER IS ALTERED,THE ALTERING ARCHITECT,ENGINEER SHALL AFFIX TO (SEE TABLE 3.9A) (SEE TABLE 3.9A) 4 - - - - - - - - - - CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER LS AND HANDRAILS° Q0" HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY 7/16" OSB OR 8d COMMON 1 - _ ) _ _ AND STUCCO) 0360 GUARDRAILS IN COMPONENTS f 50h HOMERCRI IOfaATtJRE AND THE DATE of SUCH ALTERATION," AND A SPECIFIC a - CEILING JOIST LAPS OVER PARTITION FACE-NAILED 8-16d 8-40d EACH LAP 3 36 28 20 12 SPECIFICATIONS of THE ALTERATION ON THE DRAWN,,. • THE PLANS AND ( ) 15/32"PLYWOOD NAILS @ 4" SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS (SEE TABLE 3.9A) (SEE TABLE 3.9A) a a A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID WITH SPECIES PANEL EDGE 6 36 28 1 20 12 CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM PASSENGER VEHICLE GARAGES 50 D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPEC;FICATIONS WILL BE THE COLLAR TEE TO RAFTER(FACE-NAILED) 4-1dd 4-12d PER TIE OF PLIES SPACING AND 12" - 32 24 20 16 12---- --- --- - - BOARD) U240 SUBJECT OP A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 4 36 36 36 36 ROOMS OTHER THAN SLEEPING ROOMS 40 A.NYC•mE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC HAVING G>_d.49 FIELD SPACING 36 (SEE TABLE 3.6) (SEE TABLE 3.6) 25 3 36 36 � 36 36 3636 36 36 32__ . ..... .. -.--_ - 24 ALL OTHER STRUCTURAL MEMBERS U240 SLEEPING ROOMS 30 Q BUSCH ASSOCIATES BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END - - -- - - - --} - STAIRS c 6 � � ___t � I EXTERIOR WALLS-WEND LOADS," WITH PLASTER OR 40 CONSULTANT: RIM BOARD TO RAFTER (END NAILED) 2-16d 3-16d EACH END 4 - - - STUCCO FINISH H/360 1 4 36 28 20 12 a.b,c,d,e,f,g,h: 7/16"OSB OR 8d COMMON --i__ WALL FRAMING --- - -- --- -- -; --- a FOR SUBNOTE, REFER TO 2020 RESIDENTIAL CODE OF NYS, PAGE 46. 15/32" PLYWOOD NAILS @ 6" 3 36 36 36 36 24 ( 20 12 12 - - EXTERIOR WALLS-WIND LOADS WITH OTHER BRITTLE TOP PLATE TO TOP PLA"fEFACE-NAILED 2-16d 1 2-16d 1 PER FOOT WITH SPECIES PANEL EDGE FINISHES HI240 ( ) OF PLIES HAVING SPACING AND 12" 6 36 36 36 36 24 20 112 12 - - TOP PLATES AT INTERSECTIONS FACE-NAILED 4-16d 5-16d JOINTS-EACH SIDE G>_0.49 FIELD SPACING 5 -- n- 36 36 -36` 36v 36 36 A28 24 20 - ( ) 2 4 36 �_ -- --- EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE H/120 d STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. 3 36 36 36 36 36 36 36 36 36 32 FINISHES SECTION R301.2.2.1 WEIGHTS OF MATERIALS HEADER TO HEADER(FACE-NAILED) 16d 16d 10"o.c.ALONG EDGES 6 _ _ _ _ - _ _ _ _ LINTELS SUPPORTING MASONRY VENEER WALLS e U000 (IN POUNDS PER SQUARE FOOT) CONSULTANT.- 14 ONSULTANT: - - TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d 2-40d PER STUD a Y- -} - -- (TAKEN FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE) I� (SEE TABLE 3.5A (SEE TABLE 3.5A) 15/32" OSB OR 10d COMMON 1 4 36 36 28 16 12 - =SPAN LENGTH, H =SPAN HEIGHT NOTE: L D Ec - PLYWOOD WITH NAILS @ 6 3 36 36 36 36 32 6 36 36 36 36 32 24 20 16 ?2 _ a- FOTHE PURPOSE OF THE DETERMINING DEFLECTION LIMITS AVERAGE DEAD LOADS SHALL NOT EXCEED 15PSF FOR COMBINED ROOF BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d''` 2-16d1'` PER FOOT SPECIES OF PANEL EDGE AND CEILING ASSEMBLIES(ON A HORIZONTAL PROJECTION)OR 10PSF FOR PLIES HAVING SPACING AND 12' 24 2d 36 32 2 HEREIN,THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 AUG - 2 202.2 ENDJOIST OR BLOCKING (FACE-NAILED) - --- -- -- TIMES THE COMPONENT AND CLADING(ASD)LOADS OBTAINED FROM FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. G>_0.49 FIELD SPACING T 36 361 ._ 4 ( DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: 2' 4 36 36 ; 36 36 36 �, TABLE R301.2(2}. FLOOR FRAMING 3 36 36 36 36 36 36 36 36 36 36 Southold Town b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE 1. EX I tKlUlt UGH I-I-FLAME WOOD WALLS: 15 Nsh __ _ ___,,._._____ Board of Trustees JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST FOOT NOTE: LENGTH OF THE CANTILEVER. 2. EXTERIOR LIGHT FRAME COLD-FORMED STEEL WALLS: 14 PSF CONSULTANT: 3. INTERIOR LIGHT-FRAME WOOD WALLS: 10 PSF BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END 1. SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS)FOR PROPER c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS 4. INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS: 5 PSF BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST COMBINED SHEAR OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, NOT 5. 8"THICK MASONRY WALLS. 80 PSF AND UPLIFT FROM WIND. SUPPORTING EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL 6. 6"THICK CONCRETE WALLS: 85 PSF BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK 2. WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0.49 OR GREATER,TABULATED MAXIMUM ROOF LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS 7. SIP WALLS: 10 PSF LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN NO CASE SHALL THEY EXCEED A ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, EXCEPTIONS: SPAN OF 36FT. THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d PER JOIST 3. TABULATED VALUES FOR PLYWOOD ASSUME PLYWOOD WITH A SPECIES OF PLIES HAVING A GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE MEMBER, SPECIFIC GRAVITY OF 0.49 OR GREATER. FOR PLYWOOD WITH OTHER SPECIES, MULTIPLY THE WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN a. ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 PSF SHALL BE --- ---� - `--- - - --- --- PERMITTED PROVIDED THAT THE WALL BRACING AMOUNT.IN SECTION CLIENT: BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,THE � TABULATED MAXIMUM ROOF SPANS BY 0.90. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d' 3-1Fid PER FOOT 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. R602.10.3 ARE INCREASED IN ACCORDANCE WITH TABLE R602.10.3(4). AND BOTTOM PLATE BY 1-1/2"AND A SINGLE ROW OF FASTENERS SHALL BE PLACED 3/4"FROM b, LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE �n/���� � r^► /� ��i /i, �0 ROOF SHEATHING THE PANEL EDGE. d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS 1!1/ VJ`1 IP ! 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. R702.1 AND R703. WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/6" FIELD AND BOTTOM PLATE BY 1-1/2". ROWS OF FASTENERS SHALL BE 1/2"APART WITH A MINIMUM EDGE c. FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE 1035 SEBASTIAN COVE (SEE TABLE 3.10) DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT THE SPECIFIED SPACING. e. REFER TO SECTION R703.8.2, WITH CHAPTER 10. MATITUCK, NY 11952 DIAGONAL BOARD SHEATHING 1"x6"or 1"x8" 2-8 2-10d SUPPORT ISSUES/REVISIONS - 1"x10""or WIDER 3-8d 3-10d PER SUPPORT Description �-No, Date WIND UPLIFT DESIGN REFERENCE - EXPOSURE B NAILING & STRAPPING AT*EXTERIOR WINDOW / T . Date CEILING SHEATHING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL DOOR HEADERS T.O.S. INTERNAL REVIEW 03/04/2022 FOR ONE&TWO FAMILY DWELLINGS (2018 EDITION)) (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR TYP. PROVIDE RAFTER TO T.O.S.ADMIN_WETLAND PERMIT 08/01/2022 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10"FIELD 1 "CRIPPLE"CONNECTION H2A OR T ONE &TWO FAMILY DWELLINGS (2015 EDITION)) WALL SHEATHING -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION -- --- ------ - \ �1 / j� EQUAL OR STRAP DETAIL @ LEFT - ---- -- -TABLE 3.2, 3.2A, 3.2B (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/6" FIELD -SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION \ \� -TABLE 3.2, 3.4A, 3AB NAILING SCHEDULE B . TYP. PROVIDE RAFTER TO KING (SEE TABLE 3.10) -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ' ' ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS � �� �%s ATTACHMENT WHEN ALIGNED OR -- ----------- - ------- -- ------ STRUCTURAL FIBERBOARD PANELS -TABLE 3.4A, 3.48 ��� I A' 'r RAFTERS AND KINGS TO PLATES 11 GA. GALV. -SECTION 3.2.4.1 HOLDDOWNS - Notation -- -TABLE 3.17D Rough A B C / - ROOFING NAIL 9 1/2 " 3" EDGE 16" FIELD -SECTION 3.2.6.4.1 HEADER AND/OR GIRDER TO STUD CONNECTIONS Opening ` - D ' 2'-t)" - ----- 1 2x4 1 - 1 -- 1 - ____.M....__^__... .._._....._ _____.._m,....a__..__ _ -. ....m._.. (0,124"x1-1l2"LONG - -TABLE 3.7(HERDER/GIRDER);TABLE 3.8(WINDOW SILL PLATE) --- I �,,- ,r' ; TYP. STRAPPING NAILING AS x 7/16' HEAD) -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY O ' PER TABLE 3AB SHT. N-1 AT -TABLE 3.4, 3AA, 3AB - ---- - (1)2x4 - -- 2 2 - 2 c CA. CND or STRAP 11 GA. GALV. 4.0 25�32", ROOFING NAIL -SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENTS I RIDGE STRAPS -- 3" EDGE/6" FIELDU-0" --_ - --- ---- I (0.120"x1-3I4"LONG - -TABLE 3.6, 3.6A (2)2x4 OR(1)2x6 3-- _- 3 - 3-- I FOR NUMBER OF JACK STUDS _ x 3l8"HEAD) 8.0, REFER TO FLOOR PLANS (2)2x4 OR(1)2x6 3 4 4 A GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10"FIELD 10'-0" (2)2x6 4 5 5 - HARDBOARD 8d 8d 6"EDGE 112"' FIELD 12'-0" (2)2x6 5 6 6 f LING AS (SEE TABLE 3.11) _ .... ..... .. _.. .... .... ...._... _. _ ______r_ •I PER TABLE 3.B SHTTYP. STRAPPING ! N1 AT EA. - -- --- Notations - -- -- PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) / END OF STRAP A. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DIAGONAL BOARD SHEATHING DOORS) D NOTE: 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT ROOF SHEATHING-4'PERIMETER: B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF ALL STRAPPING TO BE 1-1/4"x 20 6d COMMON NAILS c@ 6"O.C.AT PANEL j 4 j HEADER tt f GAUGC STEEL OR'SIMPSON' 1"x10"or WIDER 3-8d 3-10d PER SUPPORT q '/ EDGES&6"O.C.AT INTERMEDIATE i �'p �Op'R C. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING EQUIVALENT CS20(COILED STRAP) PROJECT: FLOOR SHEATHING SUPPORTS IN THE PANEL FIELD / i, /�R/M �OI/ 00STUD TO END OF HEADER AT EACH SIDE j WOOD STRUCTURAL PANELS ROOT oHEATHING-INTERIOR ZONE. ','' ,f(f` (TyAJ Ci���CgNG D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT 8d COMMON NAILS @ 6'O.C.AT PANEL .i , `, JACK STUDS TO END OF SILL(S)AT EACH SIDE(DOES NOT 1'"OR LESS 8d 10d 6" EDGE/12"FIELD EDGES& 12 O.C.AT INTERMEDIATE % � I /', ! APPLY TO DOORS) GREATER THAN 1" 10d 16d 6" EDGE 112"FIELD SUPPORTS IN THE PANEL FIELD / DIAGONAL BOARD SHEATHING ` �'� --- 2" K_ WILKE GAGLIANO 1"x6"or 1"x8"' 2-8d 2-10d PER SUPPORT WALL SHEATHING-INTERIOR ZONE ; NEW ROOF r ,./ - Sd COMMON NAILS @ 6" O.C. AT PANEL , �' I. TABLE R301.2.1.2 1 x10"Or WIDER 3-8d 3-10d PERSUPPORT WIND-BORNE DEDRIS PROTECTION FASTENING SCI IEDULE EDGES& 12"O.C.AT INTERMEDIATE FOR wood STRUCTURAL PANELS a,b,c FOOT NOTE: SUPPORTS IN THE PANEL FIELD ?ti r " RESIDENCE k FASTENER SPACING 4- 1 . NAILING , _- i "" f;,, ' FASTENER RFOUIREMFNTS ARE BASFQ ON WAI-I.SHFATHINC` NAILED 6 INCHES ON-CFNTFR AT THF PANFL FDCF ALTFRNATIVF NAILING SCHEDULES • ' / r /. PANEL SPAN 4 FEET 6 FEET #8 PRE-DRILLED WALL SHEATHING-4'EDGE ZONE: /`� �. TYPE PANEL SPAN <PANEL SPAN SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, 1F WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE ti, '/'j ", %,� i <4 FEET WINDOW JAMB HOLE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE Sd COMMON NAILS 6"O.C.AT PANEL / ti` ''_ <6 FEET <8 FEET @ / l• ' fr EDGES& 12"O.C.AT INTERMEDIATE \K', '..y_ /,a ''' #8 WOOD „ CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. i �, NEW WALL 1!2 CD PLYWOOD SUPPORTS IN THE PANEL FIELD, PERS SCREWS WITH 2" 16" 101" 8" PANEL 1035 SEBASTIAN COVE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE WFCM sec TABLE 3.10 `,y` `F, ` ry' FMBFnMENT REDUCED TO 1-16d NAIL PER FOOT. '` fti\ ;" ` ';k`' #10 WOOD TYPICAL PRE-DILLED HOLE LOCATION MATITUCK, NY 11952 SCREWS WITH 2" 16" 12" 9„ EMBEDMENT DRAWING TITLE: --- - - ROOF SHEATHING-GABLE ENDWALL RAKE: - - - -` - 8d COMMON NAILS @ 4"O.C.AT PANEL A 114"LAG SCREW PER WINDOW DRAWING R 4"0 C AT INTFRMFnIATF FTf �,, t BASE ANCHOR W/ 16" 16" 16" ,• 2"EMBEDMENT SUPPORTS IN THE PANEL FIELD Cq� k NOTES: a �., - o FOR SIM:1 INCH =25.4 mm, 1 FOOT=304.8 mm, 1 POUND=0A54 kg,I MILE PER HOUR=_44M/S O J NAILING INFORMATION a. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECONDS GUST)OF 130 MPH AND z � 1� . MEAN ROOF HEIGHT OF 33-FEET OR LESS. T NOTE: ty- b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURALUJ 1. ALL REQLIIREMENTS FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.13A. � PANEL- 2. ANEL a 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLES 3.12A c. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE IN COMPLIANCE WITH WFCM TABLE 3.10 AND ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING A MINIMUM ULTIMATE --^ -- --- ------- TABLE 3.11 RESPECTIVELY. WITHDRAWAL CAPACITY OF 490 POUNDS. SEAL&SIG / DATE: 01/07/2021 VIEW APL' PROJECT No.: 216801 I TYPICAL WINDOW PANEL 5��&ti4EL` ©ydX�`O DRAWING BY: AC _ s:,&. .... .-..,._..,._ _- ..., .� ..e.-uu:. ..., „a.,,�..r,,,...- -- - Y+.«a;. ,�ve'-i:in - ,w,....w..n.".,.:.` Sa .;c.u.i..a• e.�:.:.:.w...,.;asi...:di CHK. BY: RF SHEATHING DIAGRAM WIND BORNE DEBRIS PANEL DETAIL off. - s DWG No: >j�?.I SCALE: N.T.S. SCALE: N.T.S. A8.3 1 0246771 COQ F OF NES 16 OF 16 ARCHITECT: k, BUSCH_ASSOCIATES w ` , ,' t'RCH I I EC71" +�: ,y :i:...,..°•a -s. '. ., ::� d - - - � - ...ssa.._�' _ - F ,y 1 NY TEL 631.'9510':1.0 BAY 1F,lirV?_ 'a0 14 FST RAAIN STREET B RE N" V;rEST SR 434 1dJ,SUI if 400,LCINGWIDOD,FE 32701 ,r 1j7.971)4482 d 14 9 R a � "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER 114 ANY WAY ANY ITEM ON THESE DRAWINGS IF AN ITENA BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT ENGINEER SHALL AFFIX TO [INTERIOP­s;�� z M HISHER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HISIHER SIGNATURE AND THF DATE OF SUCH ALTERATION, AND A SPECIFIC M P R 0 DESCRIPTION OF THE ALTERATION ON THE DRAINING. " THE PLANS AND I N 0 R�,, AtD :4 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS [ ON 3 A RESULT OF CHITEC CONTRACTUAL NEGOTIATIONS AND SCI THE OWNER AND EDAVID THE E N D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICA'fiONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE 461ITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC' BUSCH ASSOCIATES CUN6ULiAN1.11 Oobz� B.- AS I .__... IAN ;� AUGAM - 2 222 CONSULTANT: N . Y . Southold Town Board of Trustees D I EI" : 10" 0 0 SEC : 100 IBLOCK : 03 LOTS5 : 11 . 14 CONSU LTANT: SCOPE OF WORM:: PLOT PLAN: TABLE 8301,2(1) DRAWING LIST CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA • INTERIOR ALTERATION ON 2ND FLOOR PREVIOUS E-- • NEW DORMER WIND DESIGN SUBJECT TO DAMAGE FROM: NEW SCREENED IN/ROOFED OVER AREA OVER EXISTING DECK(UNCONDITIONED SPACE) GROUND SEISMIC CURRENT,e � � • ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL c • MINOR FACADE ALTERATION SNOW DESIGN TOPOGRAPHIC SPECIAL WIND WIND-BRINE FROST LINE WINTER REQUIRED HAZARDS INDEX TEMP. CLIENT. • REPLACEMENT OF SUPPORTING DECK STRUCTURE AT REAR OF DWELLING LOAD SPEED(MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE DESIGN TEAP. Z `U Uj WILKE & GAGLIANQ 1 MILE FROM BOF 3'-0" MODERATE- YES cr 20 130 NO NO COAST AND FI B SEVERE BFG HEAVY 15 YES PER FEMA 599 51 °Fw ---- -`� w 1035 SEBASTIAN COVE BUILDING CODE INFORMATION: TABLE 301.1 MATTITUCK, NY 11952 CLIMATE ZONES ZONING INFORMATION BY COUNTY 0 -- � � j I PLOT PLAN: H N 117�4 C14 DISTRICT: RESIDENTIAL"1380"(CODE SECTION:280-12/280-15) CLIMATE SECTION: 100 BLOCK: 3 LOT: 11.14 ZONEa a m CO REQUIRED EXISTING j PROPOSED p -� _ _...._,_.. 4A C0.1 CO _�_.._.._-.__._._._..�-- GENERAL VER SHEET z LOT AREA 80,000 SF 4, 6 NO CHANGE GN1,1 GENERAL NOTES _ VARIES-SEE SITE --------- - ---- _ LOT WIDTH 175' I PVN NO CHANGE T E95a 10 4a GB - _L __._-- -----____1..-------- —1- _--_- LOT COVERAGE :20% MAX ALLOWED - LIMIT OF LANDWARD {� `d ------ - -.__-- --- _-_-_ - - - 1 PROPERTY 1S PARTIALLYIN A FEMA SPECIAL FLOOD AREA AE WITH �E/""�', .' '4 '` 7 r" / ' - —__.._..---__--_._._-- -. _— ____ LAND AREA LANDWARD OF WETLANDS=47,808 SF WETLANDS g �, ,` '- -� ABASE FLOOD ELEVATION OF(9)AND MODERATE WAVE ACTION.MAP � "i0 pE: ,: 1w / _-__—______—__,_._.____- --____— LOT COVERAGE NO,36103CO143HPANEL 143 OF 1026, MAP SUFFIX H, COMMUNITY: I - , "185.5 a,c3ai' 3_09 TOP a9 rIE 170 s,. OP - DWELLING : 2,257 SF SOUTHOLD TOWN OF, MAP REVISED 25 SEPT 2009 °t�1 l REAR DECD,&STEPS: 797 SF H12LgneDEC14?°3,2 °' - N T ARCHITECTURAL—...____.______� FRONT PATIO: 432 SF UTILITY LINE MARK SCTM LOT 12 p ♦ 3 " ' '� FroP 105. 0 i D1.0 CELLAR DEMOLITION/EXISTING PLAN -� SURVEYED:30 NOV, 2027 _ r M �� - - TOTAL 3,484 SF ' l / _ � D1 1 IST FLOOR DEMOLITION PLAN 3,484 SF 141 ,808=.07 OR 7/o ®-CONC. MONUMENT TYPICAL 7GE3aa 'i � 3r" � D1.2 2ND FLOOR DEMOLITION PLAN HWMCaGEC,4.° 3A' r i* r NO 32 91 MAIN STRUCTURE - - __... _...,..._... "E $8.00 ; i' Toy �, o D1.3_ ..-------- -- ..._ ...PLAN LOT AREA:64,767 S.F. 1.49ACRES ROOF DEMOLITION __..._.._,... . __ OWNER,MS.G/SELEWILKE ° 2 40 c. "• ,' /+ : • '�' A1.1 CELLAR CONSTRUCTION_ _ PLAN tt - THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINE-S to r y -`- i0, 5D' NO CHANGE , F RUN� Y'ARU I --— -- _ THE STRUCTURES ARE FOR ASPIC/FdC PURPOSE d USE.THEREFORE,THEY ARE � f .' � I;q g4SC�P ��� - tai • \' � O �I Al 2 1ST FLOOR CONSTRUCTION PLAN F. ' --- p NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO OUWE THE ERECTION ./F _-._' } I ,,,,�,I;k' 3D 5 t TCP , \ rlc a�Ts m -_ SIDE YARD (` 88.2'Ix 83.5' NO GRANGE OFFENCES,ADDITIONALSTRUCTURESOR ANY OTHER IMPROVEMENT. / AlAl-3 2ND FLOOR�'+ON.STRUCiTl�151 PLAN / y, .. ALTERA77ONS OR 45' F (E)RECONSTRUCTED .g 57 NG -� N A1.4 ROOF_CONSTRUCTION PLAN ONSTRUCTEp COMBINED 171.7' NO CHANGE OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR ) SCrM ii.3 A3. IONS / SIDE YARD EMBOSSED SEAL SHALL NOTBECONSIDERED 70BEAVALID TRUE COPY. TOE 2.65 / f DECK"NG �1 1 EX ♦ ;/ 2G 59 a A32 _EXTERIOR ELEVATIONS , ,?9"J.' .32 NG -- - -- ---- ------ - --- --- - \', a .`' NG 39-23 H,,,.,pan A4.1 BUILDING SECTIONS -- - - ' / N CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 5, 163'-5" DWELLING NO CHANGE ERNMENTAGENCY AND INSTITUTION LISTED HERE ON. CERTIFICATIONS �I I I ;d" r' •T /' ``�% a 0 xc PROPANETAPdK � �:• I REAR YARD 777 ? A E NOT SURVEYI PREPARED. AND ON NALINTHEIR ER , �� � •,' `v A7.1- -DOOR&WINDOW SCHEDULES 153-6-DECK ARE NOT TRANSFERABLE TO ADDITIONAL fNSTITUTIONS OR SUBSEQUENT OWNERS. ^+ r r ? NORESPONSIBILITY ISASSUMEDBYTHE UNDERSIGNED FOR ANY SURFACE, a' TWF5385 `rl 1 1 + ,' , 11 ,/ NG R'">y3 �Tgs ¢, �,�..TE til f"IfO tauR7dAL`dE P„pg',a-• ,t �k A8.1 WIND LOAD DESIGN �+ — a. G Y cF _ r, SUB-SURFACE.AERIAL EASEMENTS,SUB-SURFACEUTILITIESAND/DR of SCTM LOT 1f.f4 !i + r / ;` l �' �vr "`'n q CPG'. 'r ._.,.._,...,.___-....._..._-.,--_--.. ... _-. . ....____._.__,.._.,._.__.-.. -._.._.___ . �,: HEIGHT 35 - -- GRADE VARIES 3v _ NOCHANGE - sraucruRESlNorzouroFEASEarexrslFsoPRowDED. o, I WCAwaJ : " '° NG3159 A8.3 NAILING INFORMATION____.__.._..___ ?fir ' ,,> 2939 9N�o``I1, �- PROJECT: Q 1 r b 4 BLDeP•"a UI ".;l G3 HZr I,'G' r ., .- ..M_ _._.._ -_,,. .,._ -_._.._..,, STORIES j 21/2 2 NO CHANGE NOTE:THIS SURVEY IS NOT FOR TITLE PURPOSES .414 5 ;♦ GT. �' f✓ �l I G3; r(f fJGz597 V�� qr BUILDING A I�E A `1`' "7"IyO, s R •tU o, 3 ca G+n.� f� !' I + ' i f y Q 30,2 BLpAPNG -�(.� .' �✓ ,• Ir: Il + F II r<,��:�rDRP 347a(�--�� - - a � ��v b] � 31?°,6`7C!aP EXISTING PROPOSED 1, 5- n 25 V 7Gr 3105H' Hwe,oa^WF4T ,2L'6Y j rC1" �vtl'S 0 9 •S! >3 J ' ,2557-e.41P 5:,5 T Q" r'` :a 2a1BNG Vg33 `0,5.. `b — --- -------- � 4 OTruFarOEaa' I ' d ;d+! � " �:,, < .. � � � 2te �, cNFSEr ---- / TO - - -- O / sLTAP ?5 7a ail. �C Q d. �` �, — MAIN STRUCTURE '< N" t o ra8v 2 9 r I -- -.__.._.. .._.-_..._.. ......... ..... _.. _„ ...,.. - ?3 ° gra y EO $ AP j` 1ST FLOOR 2,257 SF NO CHANGE Nr« - t vFr a!s * ✓ion " °°c T q' r �cti� .- _ ,k A IANU SttRV� 3N JNG'. Q r r 1 FgWo - ,,P', e r -I CELLAR 1,362 SF NO CHANGE r. /r ,+' ;rI l a, I ECAP2a 4 R ^ .,4 h t y Grp 1G 3 „411 '. pinq 19D EA 4G1'J6 - R �2 al4 9 n F^aQ.9 y ' ' , _ �.4 .4 � .,...a�, �o•- W�L KE � GAG L SAN PETER A. GROBEN 4 2R 3 l t + +' TpP � ��.�ti• s � L GARAGE _.-_.._. .. ............._-. / •'a � - _- oT a .• , . ' ,n g' I � rl, --- 895 SF NO CHANGE LAND SURVEYOR NY LIC. 5!)$693 r ' E '�',r n�a 2ND FLOOR 1,050 SF 1,445 P.O. BOX 704 RIDGE NY 11961; q ;QS$>, - ra . 'yv ®�DlGu � _.- ____ ____ . ____________-__ _- _-.. - ---- -- - EIVEN�E - ._ OVER N SCREENED IN/ROOFE OVER AR A w - - 631.849,4750 ,Y / � r _ Iw. REr dsoatl sll�l T rir ,,I <; I3 EXISTING DECK FOOTPRINT r �P DLs.T R c,5y IC 11 1 1 . 2ND FLOOR DECK II - 68 �. S ------------- . ..___---------- _--.----- ----- --- - - - NOTES: / G' qC 00 5,564 SF 6,027 SF �. /' / NIS 59: I w Fc I, l; �,.. -- -- -- ----- -- TOTAL ARI=A AC:ASPHALT 5 4 f / r? TCF'?2?, �.: N1, Y we Rr0 f '2978 TC AP:ANGLE POINT 1�� / / �'` 1a.a, TOP a z4.oz r W rp a '' J „ Ay �r BC.BEGINCURVE Q/, d , / Q'x7 NszaCI'I N EnPc METER ,,.,",., ®a e3 ELME l' 1 ---- -- ---- —- ACCESSORY TRUCTURE BLD:BUILDING /P / ai4TDP rf ^9557cBRCEG' I; ---- ------- - --- CS:coseLEsroNE BRICK .g ♦ rr ,'' w, 29&4 6KAR FRONT PORCH 432 SF NO CHANGE CE:CELLAR ENTRY °,fib �QQy 7DE3_= /� / ; /; NG,975 1163 TAC TG�,A 72,, 7Q „ � 2977 TCN2L,G Il2S07 A _- _--- - _ — - -- - — r G A,,.`T4 ICP 1"�' al 'D 77 LC ti i 1035 SEBASTIAN COVE CMON:CONCRETE MONUMENT Q ^ / / ,7 r P Ade rf OP rn la DL:DAYLIGHT vP� Q TINF22134 /' i J ! `.. ! aE' — ---- -- ----- - ---- — - `� �: CCE `a e,5=cI + 0 m REAR DECK 797 SF 565 EC:END CURVE , e / , MATTITUCK NY 11952 ,f �/ ' I 0 ',\ 'T,.h`,y'1' AC23 p3 I 2u 33 A '§ yrK, c�j c m I�•' I E.L.:ELECTRIC GL: '•i✓'� i r�tr !r\, ,7�.2`3 N ,, - 2 1 F3 TALC SCREENED IN AREA OVER E DECK 203 Ex.-EXISTNG ,594 TOP __- ___... FF:FINISH FLOOR r„A _P II'f 'zs 9erc8 , ,f , GRASS rGAR:GARAGE a7 ----------------- --- --------------- -- - -- ---- _�—__ I_ ---- _ DRAWING TITLE:1,229 SF NO CHANGE2vaAsTOTALAREA GB;GRADE BREAK TOE 3D7 70P CCf1A1-2MO 28GAS LINE GaL.P.:LEECH POOL 0 -._-- -- HWMOEDECI4.'.a3Dr- I �,<; NG G MO:MARK OUT ; / ala 24 a^TC 2G 15 NG `,, 'II ... / , L3 2:r AC NG:NATURAL GROUND � � ��A , Cu^�II;L M.I 2a"7 NG.,'+ TYPE V I s ,Ofa^MO®: & FD 2s 14 Tc cnnsTRucToN 1264.4 IDENTIFIC'A_TION OF TRUSS TYPE ,� II ,r 4 F �� 11 NG C FOL:PONTONLINE TBH2BG454f/' 1� N? '14 °,gElO G1JN7TRUGTI01`I, 4 A SET;SLATE / 4 . f COVER!,": ..�_ HWMy 323 1, " I/ �rRt,Ch B �{jH, F TT1"F1,4a.5 i,� , 1.. I . PR TR1155 TYPF THIS PA II'T:(;F:SHAI 1 RF 11FFfTIL'IFff RY A Flf:h°f]R S1f:Nt IN ACfif1R'IAFH'F WRH TNF �!H E ET SC.-TOPSEWER CURB HOLE r; U SOK SDC 320 IV 1 �I TO 29 70" + �! FPOVISiONS OF THIS PART. f'''y 7C:70P OF CURB I, Hfgo - -C}q�¢3?>o / ,/♦ .ta,� +, Ac r a� �+ � BUILDING PLAN REVIEW NOTE: TG:TOP OF GRATE 18HR�6 �� % TOFt,a7 A? � I9151GNSSHAIL BE AFF'Xs-DVv iEREAF.UIL0ING ORA POP,710N THEREOF IS CLACS`FIED AS CROUP A, THRESH:THRESHOLD 1' IED AS GROUP R4 OR R-2 4,3 7�55T ` -_ _ Q J• T' ��I --- a3,2„ OCCUPANCYI'It"G ACC4RDA kVI!TH THE AMID IN FRO°.PROVISIONS FOR THE CLA`,'.RTELS AMD MOTELS FFICATICN OF BU3L4fNG5 SET SCDSE7 ,215 TOP 1a.a5 NG +y w'- S.� 18 e^IIG TOE:TOE OF SLOP E TBH2POL 4SI TOP 834 - N °w !/ x,5� /1 &QC Er FCR7HINCHAPTER3OFTHEEUILDIrJGCDDEOFNE'A'YGRKSTPTE(SEEI9NVCARPARTI2?,) TOWN OF SOUTHOLD BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT TOP:roraFscoPE P '��Y35ppw ��'7351 NG,3,,e OCH- _8 5 3" 14 fir` eoNsrR���;pNOR, xs'�GB�tiV�Y sw"1�° ApTONTHATTHAT EXTENDSORINCRC-AEESTHE ya Q 5 TW:TOP Of WALL S 7 1 G FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN OF SOUTHOLD AS TWF:TIDAL WETLAND FLAG r FLOOR AREA NCECF THE E?JDERI iF HATE ES 7RUSSTYCP-E CO ACERTI FiCAT OFCO ALL BNCE. ED FR: R SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF NEW YORK, THIS � ENVIRONMENTAL 30 NOV.202 ; SCTM LOT 71.71 = � � - `, CCNSTRRUSS 70 THE It^llAN�"E CFA CER,'�a KATE OF OCCUPANCY ORACERTI'FiCATE OF CGNff'L IANCE. WD:Woo DECK WETLANDS FLAGGING BY COLE �` ?a corJsrR cTIDN O NOTE:ELEVATIONS SH — —--- -- - -- SCPOA OWN HEREON O REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF WLF:WETLANDFLAG 1 ,' / / © SEAL&SIGNATURE DATE: 11/24/2021 <Q ARE BASED UPON NA 88 DATUM �C THE 51 IGN SAC-IFa'ING THE EXISTENCE OF TRUSS ITE IN COLOR SHALL C CIRCLE MS D OF A ENTS S fi LL SIET 5 5z.4 TVF IN DIAMETER,WITH A STROKE T ODTH OF'a INCH CHIN MM}, ____-_--- RD ~' 0 THE SIGN BACItGROUND RE LL A SI 14 M DI ECTLY APPLIEDtO A DOORRRUDAGHT,IT MAYBE A ALL BE PE4T NON-FADING RED IN COLOR, R DECAL SG NS NOT DIRE TLY APPLIED PROJECT q WW:WINDOW WELL - �SCTM NO. 1000� 1 VO-O3-?1.4 SYGTEM1.1 Iw!,1G;1318?-WHERE A 81GId IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT,IT MAY BE A FE%''.IA"LENT NON-FADING STICKER OR DECAL SIGNS NOT DIRECTLY APPLIED ,,,.+�='�..,,, NO.. 216801 THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST IU Uvjwi UR DIUELIGHI 55HALL BE GH 51pRUY,NUNkAUING,WEATHER RL515,AN l MAIERIAL fE I SIGNS IDENTIFYING THE EXISTENCE OF TRUSG CONSTRUCTION SHALL CONTAIN THE ROMAN ALPHANUMrrfC D£S'GNATION OF THE CONSTRUCTION TYPE OF THE BUILDING. C��D ARC, DRAWING BY: AC OF THE LICENSEE'S BI LIEF AND INFORMATION, THE WOR N INArCORCANCEWITH THE PROwsvDNSFOR THE CLASSIFOATfONO=TYPES OFCONS'TRUCTIONSET FORTH INSECTION 602OFTHEBUILDING CODE OFNEW YORK STATEISE}E Gam` A�lEL �� 19 NYC PART 1221),AND AN ALPHASET IS DESIGNATION FOR THE STRUCTURAL COMPONENTS THAT ARE OF TRUSS CONSTRUC710N.AS FOLLOWS:"R"SHA-4L MEAN FLOOR �a ®f` `Cj CHK. BY---�RF • ACCURATE FIR II.ING,INCLUDING GIRDERS AND BEAMS"R SHAT L MEAN ROOF FRAMING•'FR SHALL MEAN FLOUR AND ROOF FRAMING THE 001J`TRUC71ON TYPE DESICNAT!ON SHALL BE Cif /� • CONFORMS WITH GOVERNING CODER APPLICABLE AT THE TIME OF SUBMISSION SITE PLAN PLACED AT THETNELVE O"CLOCK POSITION OVER THE.STRUCTURAL COMPONENT DESIGNATION,WtICH SHALL BE PLACED ATTHE SIX O'CLOCK POSITION DWG N�: • CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE IP)SIGNS IDENTIFYING THE EXISTENCEOFTRUSscONSTRUCTIONSHALLBEAFFIXEDINTHELOCATI,N$SPFSIFIEDINTABLE1,1254 ( hr' C= SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE SCALE: 3/32"-3'-0" • IS THE RESPONS1131LITY OF THE LICENSEE. ,A 1 Co.1 s��rFo�Nay°� 01 OF 16 f I New York State Department of Environmental Conservation Building 40-SUNY,Stony Brook,New York 11790-2356 AM Telephone(516)44444365 Facsimile (516)444-0373 Michael 0.Zagats Commissioner Mr. Richard R. Nemschick Ms. Suzanne Auer P.O. Box 1332 Mattituck, N.Y. 11952 Date: July 29i 1996 Re: 1-4738-01389/00001 Sebastian's Cove Rd. SCTM 1000-100-3-11.14 Dear Mr. Nemschick & Ms. Auer: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the 20' elevation contour as shown on the survey pepared by Roderick VanTuyl dated July 22, 1996 is beyond the jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without' a permit. 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 which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 201 wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, -,�V xoa � caf Deputy Regional Permit Administrator cc: u.s.DEPARTM' rOF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: MS. GISELE WILKE A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number. Box No. 1035 SEBASTIAN COVE ROAD City State ZIP Code MATTITUCK New York 11952 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) 1000-100-03-11.14 A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.41d 00'42"N Long.72d 32'49'W Horizontal Datum: ❑ NAD 1927 © NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1259.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0.00 sq in d) Engineered flood openings? ❑Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage 879.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑Yes © No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State SOUTHOLD TOWN OF 36103CO143H SUFFOLK New York B4. Map/Panel B5. Suffix B6. FIRM Index . B7.FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 143 OF 1026 H 05-04-1998 09-25-2009 AE 9 9 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 © NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION .:.,ATIFICATE Expiration Date: November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1035 SEBASTIAN COVE ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,VIIV30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: K335 PID KU0357 Vertical Datum:NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 23.3 0 feet ❑ meters b) Top of the next higher floor 31.8 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) 22.3 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 23.5 ❑ feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 22.0 0 feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 30.1 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 25.6 0 feet ❑ meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. /understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 9001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑No ❑Check here if attachments. Certifier's Name License Number OF ���. PETER A. GROBEN NYPLS 50869 •�� j. ��Q'���t A GR0 ® Title ,A PRESIDENT G&A Company Name ne' G&A LAND SURVEYING INC. O Address tn2 ,, X P.O. BOX 704 S 508 J City State ZIP Code �o LAND RID New York 11961 Sig a Date Telephone Ext. 12-23-2021 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) HEATER BLOWER, FURNACE, H2O SOFTNER, HOT WATER HEATER :ALL @ 23.5 ELEVATION. FEMA Form 086-0-33(12119) Replaces all previous editions. Form Page 2 of 6 BUILDING PF 'OGRAPHS OMB No. 1660-0008 ELEVATION ..v—RTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1035 SEBASTIAN COVE ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. a Photo Three Photo Three Caption SE COR Clear Photo Three Xr ; 1 C Photo Four Photo Four Caption SW COR Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 BUILDING PI-_OGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1035 SEBASTIAN COVE ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. i av'„ � ��` '�`� .air }.-•� t1 *Kx Photo One Photo One Caption NW COR Clear Photo One sl Photo Two Photo Two Caption NE COR Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 pin SEE SEC NO 091 SEf SEL.»O 001 2-0 LO . q0. � SEFSEC rq. i 0102 OJ22 .0 Osoo�O.]' 091-0]-002 12� .OJ � den 0]03011y` ,1.',00 o0 ,s u Ol.1Pts O p 3 e. "4.n•'° 't"i ^7.. >U ii 9rl xpNn ;p H r," .,1� 3 ','�'£, O.OS tp p gHgA ro ao.,4 - r<+cww.rwy.rs ceYM>.+pAr a oh '� m-I..xO - wpHTA ♦ F. .^ ���py; h a.. ✓ p4 ,,91,r. .t 4� x5.3 t � Y .y1 11 nµcl C9, 54 .. 9 p +a newwaa»,.+wnA • sogt4 Iy J'�h6 a t >t3.1 r J.1 xA Iti 1.0 .• - FOR PL..NO \iP .w h ]J 9A .. h1 \p✓ � f o0raowfxrRw»ra '%.. .hvuowc»rwOHrs, iOR PCL NO •tat-mam.s 4e '✓ ✓ btA ��' a 4p ORP NO 1 , �K1 sF sF , �irbsptas 3 MI wp �m.o1.,.0„ � ✓ son . ,••� "" MATCH _NE", 4 '�� WE g A �WI vyL \` 1ea SEE BEC.NO.,O> J '• 11M.1CM �• '" +P ,..M.'..'a wR..P� .•.. — ^,_ COUNTY OF SUFFOLK© N -TCE R �:<,w Loop sEcnLN Mo TE �_ .� u,A kI Pi��� 1 eni�e 1 •______ KeOc]' ./Li9WKK AOR Yurt�e— W E 80U1110LD 100 (218 DiSalvo, Diane From: Arkadiusz Chrobak <achrobak@buschassociatespc.com> Sent: Wednesday,August 3, 2022 10:42 AM To: DiSalvo, Diane Cc: Dave Busch; Sandra Rodriguez;Joan Galler; Christine Pinkosh Subject: RE: 1035 Sebastian's Cove (Admin Trustee Permit) Diane, Thank you for the conversation yesterday morning. I wanted to offer some clarification to our understanding of the submission requirements. Please note that when we originally introduced the project to the Trustees Department our office was informed that a complete (or near complete) construction document package was required for submission. It was referenced that there have been too many cases in the past where applicants had submitted plans for Trustee review and then.there were discrepancies in final construction documents as submitted to the Building Department. So, as communicated,we submitted the same package that would be filed to the building permit. Per conversation with Elizabeth earlier on in the project;sketches/single page site plan would not be sufficient. Understanding Trustees Department might feel that there is too much information submitted,as the documents are printed,we kindly ask you to consider accepting the package for review as it reflects the full scope and construction intent. Prosect Description Front Entry Steps: • Remove existing front porch steps and replace stringers, risers&treads with new.Stair location to be maintained. • Existing stair layout consist of(8) risers at 7%" high.Stairs are approximately 9'-6"wide and come out 7'-7" from face of porch. o Total existing steps area approximately=77 SF • New stair layout is scaled to match existing and consists of the same number of risers and treads o Total new steps area approximately 77 SF • Existing porch is+/-5'-4" above.grade at re-built entry stair location. • Related improvements would include stair footing replacement as well as related cosmetic improvements such as new railings. Front Entry Porch: • Cosmetic improvements such as new railings, column enclosures & new skirting Rear Deck • Existing rear wood deck is in disrepair and in need of restructure. Proposed action is to maintain existing decking & rebuild structure from underneath. o Existing deck is approximately 52'-6"x 13-9" and has protruding stair landing that is 9'-6"x4'-2". Stairs are approximately 8'-8"x 4'-2". ■ Stair& landing to be removed/relocated. o Total built area of existing deck, landing &stair= 797 SF • Proposed rear deck maintains existing decking &provides for new relocated stair. o New stairs are 8'-3"x 4'-6 . There's total of 10 risers @ 7" (11"treads) o There's no proposed change in area. o Existing rear deck is+/-5'-4" above grade at proposed stair location. (note; grade varies along the back yard) • Related improvements would include related cosmetic improvements such as new skirting and new railings. 1 1 , Screened In Area Over Existing Rear Deck • A new roofed over, screened-in area is to be constructed on top of/part of existing deck. ■ The screened in area on top of the existing decking is within the footprint of the existing deck. ■ The screened space will be open air and unconditioned. ■ Screened in area is 15'-0"x 13'-9" or 203 SF Calculations • Rear Deck Area Calculations o Existing rear deck&steps=797 SF ■ Total Existing=797 SF o Restructured rear deck&steps=565 SF Screened In Area = 203 SF ■ Total Proposed =797 SF(No proposed change) Second floor improvements are within building footprint and do not require wetlands trustees review per e-mail from Elizabeth Cantrell Dated March 16th 2022 . I hope all of the information above meets with your understanding. Please feel free to call me directly with any additional comment or questions. Sincerely, Arkadiusz Chrobak Project Manager Busch Associates Architects 90 West Main St., Bay Shore, NY 11706 0: 631-969-0900 2941 West SR 434, Suite 400, Longwood, FL 3277910: 407-979-4482 ,l E: achrobak@buschassociatespc.com i buschassociatespc.com I Facebook JTwitter I Instagram I Houzz From: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Sent:Tuesday,August 2, 2022 1:23 PM To:Arkadiusz Chrobak<achrobak@buschassociatespc.com> Subject: RE: 1035 Sebastian's Cove Understood that the dimensions and heights are shown on drawing, we require you to add dimensions in your written project description. You can simply email me a separate project description which contains same. No need to redo page 2. Diane From:Arkadiusz Chrobak<achrobak@buschassociatespc.com> Sent:Tuesday,August 2, 2022 11:48 AM 2 To: DiSalvo, Diane<diane.disalvo@town.southold.nv.us> Cc: Dave Busch<dbusch@buschassociatespc.com>;Sandra Rodriguez<SRodriguez@buschassociatespc.com>;Joan Galler<igaller@buschassociatespc.com>; Christine Pinkosh <cpinkosh@buschassociatespc.com> Subject: RE: 1035 Sebastian's Cove Diane, Good Morning, We will send revised page 2 of the application via email as requested. Please note that all dimensions and heights are shown on drawings, however if required to put on application,we will update page 2 accordingly. Articles of organization were included in the package dropped of today. It lists Gisele C.Wilke as active member. Please confirm that you have that information. Thank you, Eric Arkadiusz Chrobak Project Manager Busch Associates Architects 90 West Main St., Bay Shore, NY 11706 10: 631-969-0900 2941 West SR 434,,Suite 400, Longwood, FL 3277910:407-979-4482 E: achrobak@buschassociatespc.com buschassociatespc.com Facebook ITwitter IInstagram IHouzz From: DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Sent:Tuesday,August 2, 2022 11:41 AM To:Arkadiusz Chrobak<achrobak@buschassociatespc.com> Subject: 1035 Sebastian's Cove With respect to application which was dropped off today: Please submit a detailed project description (should have been included on page 2 of the application) which should include dimensions or square footage of all proposed and/or existing structures being applied for. (You can now submit this on a separate page which will be included with your application and can be sent to me via email). Also will need proof that Gisele C.Wilke is a Member of this LLC. Thank You 1 i'ERo.e piRsaLvo 0 f fEce ASS�stawt soutl�ol d Town.Trustees P.O. 1ox?2 � 3 OFFICE LOCATION: O��oF SO!/T�OI NIAIIAVG ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) cA Southold,NY 11971 a@ Telephone: 631765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 15, 2022 Re: LWRP Coastal Consistency Review for SEAVILLE 641 LLC SCTM# 1000-100-3-11.14 SEAVILLE 641 LLC requests an Administrative Permit to remove existing front porch steps and replace stringers, risers & treads with new. Stair location to be maintained. Existing stair layout consist of(8) risers at 7 %" high. Stairs are approximately 9'-6" wide and come out T-7" from face of porch; total existing steps area approximately = 77 SF; Related improvements would include stair footing replacement as well as related cosmetic improvements such as new railings; Front Entry Porch and steps 432 SF; Rear Deck: Propose to maintain existing decking & rebuild structure from underneath; existing deck is approximately 52'-6"x 13-9" and has protruding stair landing that is 9'-6"x4'-2". Stairs are approximately 8'-8" x 4'-2". stair & landing to be removed/relocated; total built area of existing deck, landing & stair = 797 SF; proposed rear deck maintains existing decking & provides for new relocated stairs 8'-3"x 4'-6. Total of 10 risers @ 7" (11" treads) new skirting and new railing; construct new roofed over, screened-in area is to be constructed on top of/part of existing deck; The screened in area on top of the existing decking is within the footprint of the existing deck. The screened space will be open air and unconditioned; Screened in area is 15'-0"x 13'-9" or 203 SF. Located: 1035 Sebastian Cove Road, Mattituck. SCTM#: 1000-100-3-11.14 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President idNd 54375 Route 25 P.O.Box 1179 Eric Sepenoski 1 8R Southold,New York 11971 Liz Gillooly Elizabeth Peeples � � �• Telephone(631) 765-1892 y Fax(631) 765-6641 BOARD OF TOV*TN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application " + " Wetland Permit Application ��...._.._..__ ._ �/ Administrative Permit Amendment/Transfer/Extensjo�.2y AUG a 2 2022-Received Application: 7 Received Fee:.$ led,60 Completed Application: 512.2Y ofd own, Incomplete: rd ofTrustm, SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: /Coordination:(date sent): LWRP Consistency Assessment Form Sent: AC Referral Sent: Date of Inspection: Receipt of CAC Report: -.,,Technical Review: Public Hearing Held; W.17.Zy' Resolution: Owner(s) Legal Name of Property (as shown on Deed): Seaville 641 LLC (Gisele C. Wilke) Mailing Address: 1035 Sebastian Cove Rd Mattituck, NY 11952 Phone Number: (918) 830-2880 Suffolk County Tax Map Number: 1000 - Section 100 Block 03 Lot 11.14 Property Location: 1035 Sebastian Cove Rd Mattituck, NY 11952 (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Gisele C. Wilke Mailing Address: 1035 Sebastian Cove Rd Mattituck, NY 11952 Phone Number: (918) 830-2880 Email: giselewilke@icioud.com Board of Trustees Application GENERAL.DATA Land Area(in square feet): LOT AREA 64,767 SF. LAND AREA LANDWARD OF WETLANDS 47,808 SF. Area Zoning: RESIDENTIAL "R80" Previous use of property: RESIDENTIAL "R80" SINGLE FAMILY Intended use of properly: RESIDENTIAL "R80" SINGLE FAMILY (NO CHANGE) / Covenants and Restrictions on property? Yes V No If"Yes",please provide a copy. / Will this project require a Building Permit as per Town Code?. V Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes v No If"Yes",please provide copy of decision. Will s project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s)on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agencv Date BOARD OF APPEALS August 21,1996 DEC Letter Of Non Jurisdiction July 29,1996 SCDHS May 13,1997 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? N/ No Yes If yes, provide explanation: Project Description(use attachments if necessary): Existing rear wood deck and steps are in disrepair and in need of rebuild. Proposed action is to maintain existing decking & rebuild structure from underneath. Related improvements would include post&footing replacement as well as minor cosmetic improvements such as new skirting and new railings. A new roofed over, screened-in area is to be constructed above. The screened in area on top of the existing decking is within the footprint of the existing deck. The screened space will be open air and unconditioned. Second floor improvements are within building envelope area and does not require wetlands trustees review per e-mail from Elizabeth Cantrell Dated March 16th 2022 Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: See Project Description Above Area of wetlands on lot:_ 16,959.00 square feet Percent coverage of lot: 7% % No Change Closest distance between nearest existing structure and upland edge of wetlands: +/-63'-5 feet Closest distance between nearest proposed structure and upland edge of wetlands: +/-63'-5" Existing No Change Does theJ ro'ect involve excavation or filling? No V_ - Yes Footings Only p .. If yes,how much material will be excavated? +/-22 cubic yards How much material will be filled? NSA cubic yards Backfill Footings Only Depth of which material will be removed or deposited: +/-4'-0" feet Footings Only Proposed slope throughout the area of operations: Existing No Change Manner in which material will be removed or deposited: Work on site to be performed with mini excavator/skid steer and soil to be trucked out In accordance with Town Of Southold regulations. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): Not Applicable 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. if additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Wilke & Gagliano Residence Project Location(describe,and attach a location map): 1035 Sebastian Cove Rd Mattituck, NY 11952 Brief Description of Proposed Action: Existing rear wood deck and steps are in disrepair and in need of rebuild. Proposed action is to maintain existing decking &rebuild structure from underneath. Related improvements would include post&footing replacement as well as minor cosmetic improvements such as new skirting and new railings. A new roofed over, screened-in area is to be constructed above. The screened in area on top of the existing decking is within the footprint of the existing deck. The screened space will be open air and unconditioned. Second floor improvements are within building envelope area and does not require wetlands trustees review per e- mail from Elizabeth Cantrell Dated March 16th 2022 Seaville 641 LLC; (Eisele L. Wilke) E-Mail: giselewilke@icloud.com Address: 1035 Sebastian Cove Rd Mattituck, NY 11952 City/PO: State: NY Zip Code: Mattituck (Southold) I 1 11952 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? F]If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ 3.a.Total acreage of the site of the proposed action? 1.48 acres b.Total acreage to be physically disturbed? _.006_acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? _1.48_acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑ ral(non-agriculture) ❑Industrial ❑Commercial esidential(suburban) ❑F rest Agriculture �/Aquatic El Other(specify): Parkland Page 1 of 4 5. Is the proposed action, NOYES N/A a.A permitted use under the zoning regulations? ❑ ❑ b.Consistent with the adopted comprehensive.plan? ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? O_V0,_ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: E,I ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: EJ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14..de ify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: oreline ❑Forest ❑ iculturavgrasslands ❑Early mid-successional 'WWetland ❑Urban VrSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ 16.Is the project site located in the 100 year flood plain? NO YES _P`� H 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? VNO ❑YES ❑ b.Will storm water discharges be directed to established conveyance systemsrun and storm drains)? If Yes,briefly describe: VNO []YES Page 2 of 4 ...... .......... 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Ras the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe:: . 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO completed)for hazardous waste? If Yes,describe: yr . I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Seaville 641 LLC (Gisele C. Wilke) Applicant/sponsor name: - Date.. Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? -2. Will the proposed action result in a change in the use or intensity of use of land? El 3. Will the proposed action impair the character or quality of the existing community? Q 4. Will the proposed action have an impact on the environmental characteristics that caused the (� establishment of a Critical Environmental Area(CEA)? l � n. 5. Will the proposed action result in an adverse change in the existing level of traffic or (� affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate a (� reasonably available energy conservation or renewable energy.opportunities? {—J 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage a problems? 11. Will the proposed action create a hazard to environmental resources or human health? EJ El Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or r if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-tern,long-term and cumulative impacts. ti Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Ell Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) _ .. . -PRINT _._ . Page 4 of 4' i Board of Trustees Applia,' ,`on AFFIDAVIT Seaville 641 LLC (Gisele C. Wilke) BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature o operty Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF. . J., }20_ as i � BARBARA H.TANDY 1bv4&'0_ Notary Public,State Of New York No Public No. OITA6086001 y Qualified in Suffolk County Commission Expires 01/13/20 a 3 APIPLICANT/AGENT/RF,PRESENTATYM TRANSACTIONAL DISCLOSURE FORM The interest-on-the:part of&46.-o#Ficei"s:and emolovees.The-&W6 this form is°-to r6Vide-in§irinaiion:which'can-alert the toil ii ofpossit le 6fliots trf=intccesc:aiiil;alloiv itto-take Wlsatever action;is necessar�rtia avail:sariie. .. YOUR NAME: :.. Seaville 641 LLC (Gisele C. Wilke) (Last name,first name,ipiddle initial,unless you are applying ih.the name of someone else or other entity,such as a company.If so,indicate.the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building �...- Variance Trustee ^ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other=',name the activity.). Do you prsiially;(gr through your company,spouse,sibling,.pare»t:or child)tiave:arelzitiocisltip ivitJi.aiiyoff[cer or-euipldyce of the Town QfSoudiold?."Relationship"includes by blood;marnage;or business.interest "Husi.6e.s interst"..tneaits a'btssincss; including a partnership,in which the ibdWi offiido or employee hits evens gaetiui n�yncrship of(ot enslilgymcnt by)tt cc+rporation. in which the town offic6r or employee owns.more than Sn a of the shares. YES NO _Nz. If you answered"YES'',complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold_ Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant o (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 0 6'day of 20&2, Sigi7at�c� - r. Print Name. Seaville 641 Gisele C. Wilke _ Form TS I BARBARA H.TANDY Notary Public,State Of New York __:........ ..:.. Noy OITA6086001............ .. Qualified In Suffolk CoUrAY Commission Expires 01/13/20 i! Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in malting a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section, C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed.' action will be.evaluated..as to.-its significant beneficial andadverse effects,upo z,�the coastal area(which4heludes:all_of Southoid LOW- 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. 'Thus; each-answer-must be.explained hfidetail;.list ix both supporting and non- suprorting_facts. If an-action cannot be certified as consistent with the LWRP policy standards and conditions,it shallmot'be°undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1,000 - Section 100 Block 03 Lot 11.14 PROJECT NAMEWilke & Gagliano Residence The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. 1Z Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital El construction,planning activity,agency regulation,land transaction) ❑ ; (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Filing For Trustee Administrative Permit Approval Required For Submission To Building Department For Building Permit. Proposed Work Is Within Wetlands/Trustees Jurisdiction. 1 Location of action: 1035 Sebastian Cove Rd Mattituck, NY 11952 Site acreage: 1.48 Acres Present land use: Residential (Single Family) Present zoning classification: Residential "R80" 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Seaville 641 LLC (Gisele C. Wilke) (b) Mailing address: 1035 Sebastian Cove Rd Mattituck, NY 11952 (c) Telephone number:Area Code O (918)830-2880 (d) Application number,if any: --61/6 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes D NoTZ If yes,which state or federal.agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No`/Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No MNot Applicable 1 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes No* Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No VNot Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16throu 21 for evaluation criteria 1-1Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III—PoIicies; Pages 22 through 32 for evaluation criteria. f Yes No Not Applicable . I _ Attach additional sheets if necessary I Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. I Yes ❑No Not Applicable f I i f Attach additional sheets if necessary - Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation(criteria. I. ❑'Yes `l:_J, No VNot Applicable I , I , PUBLIC COAST POLICIES i Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ! Yejj1D NoNot Applicable I I Attach additional sheets if necessary i WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No�Not Applicable - - i I i Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, ;the Peconic Estuary and Town w ters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes .0- No Not Applicable i I ' I I - Attach additional sheets if necessary Policy 12. Protect agricultural Iands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. 0 Yes 0 No rg/Not Applicable I Attach additional sheets if necessary ; I Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. I ❑ Yes ❑. NoVNot Applicable i I PREPARED BY Seaville 641 LLC (Gisele C. Wilke) TITLE. Owner DATE 07/25/22 I i BA ARCH IT ECI`5 Letter of Transmittal DATE: August 02,2022 TO: Elizabeth Cantrell Town of Southold Board of Trustees PHONIE: 631-765-1892 Main Road South l� Southold.NY 11971 D FROM: Arkadiusz Chrobak RE: 1035 Sebastian's Cove -Admin Wetland Permit AUG `2 2022 Mattituck,NY 11952 BA JOB#216801 Southold Town Board of Trustees CC: FILE VIA: Drop Off Message Elizabeth, Enclosed please find the following Administrative Wetland Permit Package for residence located at 1035 Sebastian's cove Mattituck, NY: • Application fee in amount of$100.00 Payable to Town Of Southold. • One(1)Complete Original Administrative Wetland Permit Application • One(1)Short Environmental Assessment Form • One(1)Signed&Notarized Affidavit • One(1)Signed&Notarized Transactional Disclosure Form • One(1)LWRP Consistency Assessment Form • One(1)Copy of Articles Of Organization/Proof Of Ownership(Gisele Wilke) • Four(4)Date Stamped Photos of Existing Conditions Of Proposed Action • One(1)Original Survey Dated 11/30/2021 • Three(3)Photocopies of Survey Dated 11/30/2021 • One (1) Copy of Correspondence With Trustees Dept. (Elizabeth Cantrell) Confirming Exemption Of 2nd Floor Work. • One(1)Elevation Certificate Dated 12/23/2021 • One(1)Copy of Letter Of Non-Jurisdiction From DEC Dept Dated July 29,1196 • Four(4)Original Signed&Sealed Project Plans dated 02/14/2022, o List of sheets: o General:C0.1,GN1.1 Busch Associates o Architectural: D1.0,D1.1, D1.2, D1.3, A1.1, A1.2, A1.3, A1.4, A3.1 A3.2, A4.1, Architects A7.1,A8.1,A8.3 90 West Main St. If you have any questions or need any additional information,please feel free to reach out to David Bay Shore Busch or myself directly at 631-969-0900. NY 11706 631.969.0900 Thank You, 2941 West SR 434 Eric Chrobak Suite 400. Longwood FL 32779 407.979.4482 buschassociatespc.co m