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HomeMy WebLinkAboutTR-10428 ®��®f S®�/ ®� Town Hall Annex Glenn Goldsmith,President A.Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �`® ® �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 17, 2023 Steven Affelt, AIA P.O. Box 762 Great River, NY 11739 RE: JOSEPH KADILLAK 775 MILL CREEK DRIVE, SOUTHOLD SCTM#: 1000-135-3-35.1 Dear Mr. Affelt: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 15, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10428 to extend the second floor plate to make an 18" overhang off the front face of the dwelling; and as depicted on the site plan prepared by Steven B. Affelt, RA last dated September 29, 2023, and stamped approved on November 15, 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. Since ely, Glenn Goldsmith President, Board of Trustees GG/dd '` 1m Goldsmith,President ����C'ttFF �COGy Town Hall Annex A.Nicholas Krupski,Vice President o 54375 Route 25 0 Eric Sepenoski P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples � .�a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: C2 93 Completed infield by: Steven Affelt, AIA on behalf of JOSEPH KADILLAK requests an Administrative Amendment to Wetland Permit#10428 to extend the second floor plate to make an 18" overhang off the front face of the dwelling. Located: 775 Mill Creek Drive, Southold. SCTM#: 1000-135-3-35.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: �1 Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion k Amendment _sC -Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No k Not Applicable Info need ed/Modifications/Conditions/Etc.: eA m rc� kc,V_EA FL A wEA G - Present Were: G. Goldsmith N. Krupski E. Sepenoski k L. Gillooly E. Peeples 1 Steven Affelt, AIA PO Box 762 Architecture Great River,NY 11739 Intelligent Design (631) 553-6333 Sustainable Building October 18th 2023 Glenn Goldsmith President,Board of Trustees Town of Southold 54375 Route 25 PO Box 1179 Southold,NY 11971 SUBJECT: Administrative Amendment Request Kadillak Residence Permit# 49047 775 Mill Creek Dr. Southold,NY Dear President Goldsmith and Members of the Board, I would like to request an Administrative Amendment to our Wetland Permit relating to the additions,alterations,and foundation replacement. The Building Department requested we contact the Board of Trustees and for an Administrative Amendment before they will review our permit application. I have attached a revised site plan and revised construction documents that illustrate the proposed change for your use in considering my request.Briefly,we would like to extend the second floor plate to make an 18" overhang off the front face of the dwelling in an effort to enlarge the second floor.We will not be changing the first floor size or shape and will not be adding to the lot coverage. Thank-you for your time in review of this matter. Please feel free to contact me with and questions or requests for additional information. Respectfully, �����,�EN 8, q�c'�✓ OCT 2 C 2023 w. OF N ESN Steveii-Affelt,AIA - I.icense No:037611 PO Box 762 Great River,NY 11739 Tele:(631)553-6333 steve.affelt@gmail.com I I I - . - - - -_ � , I I I I , , -I ;,",/;/, I I , ," I ,,,,�P 11 I . 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" , PUK , - "Ill � " , 11 I , , 11 " , " , , , " , , " , ,,�,_­ ", I 1, "A' , ", ,��0" ", ...." - ­­­' , 'n ", ""n", I CON5ULTANT: - � ! DRAWING INDEX SCOPE OF WORK: DESIGN CRITERIA APPROVED BY I� DWG.NO. DRAWING TITLE . INITIAL ISSUANCE LATEST ISSUANCE PROP05ED 5ECONP FLOOR ADDITION ATOP FOOTPRINT OF EX15TIN6 FIR5T FLOOR. (1) NEN BATHROOM (0) ADDITIONAL BEPROOM5. TOTAL OF (3) 13EPROOM5 BUILDING PLANNING-DESIGN CRITERIA (TABLE 301.2.1) BOARD OF 'I RUSTE ES REVISION NO. &DATE MIN. UNIFORMLY DIST. LIVE LOADS T-001.00 TITLE PAGE, DRAWING INDEX &SITE PL,AN 10/12/22 2 UPON COMPLETION. REPLACE EX15TIN6 CMU FOUNDATION AND FOOTINO DUE TO FIELD OONDITION5 015COVEREP PURINO THE 5TART OF CON5TRUC,TION, 6ROUND 5NOPq LOAD: 45 1:15F WE UVE LQW TOWN OF SOUTHOLD G-001.00 GENERAL NOTES AND CODE COMPLIANCE NOTES 10/12/22 2 . FLOOR DEAD LOAD. 10 P5F EXTERIOR BALCONIE5 60 , - DECK5 40 DATE A[VV6.4W G-002.00 CODE REQUIREMENTS AND STRUCTURAL STANDARDS 1 10/12/22 2 ZONING ANALYSIS FIR5T FLOOR LIVE LOAD. 40 P-5-F PA55EN6ER VEHICLE 6ARA6E 50 g jr 1 20x� . 5ECOND FLOOR LIVE LOAD: 30 P5F ATTIC5 NITHOUT 5TORAeE 10 ._� G-003.00 I HURRICANE STRAPPING AND SIGNAGE ENGINEERED WOOD 1 10/12/22 2 09/29/23 1 ROOF DEAD LOAD: 10 P5F I I I I ADDRESS/BOROUGH: 775 MILL CREEK DR EAST MARION, NY 1 1 939 ROOF 5NOkq LOAD: W Flo-F ATTIC-5 NITH 5TORAG-E 20 -- -_ _ _ �p I ARCHITECTURAL BLOCK/LOT: 1000-1 35.00-03.00-035.1 00 BA510 WIND5PEED: 130 MPH ROOM5 OTHER THAN 5LEEPIN(9 40 _Z�___­­_4 A-I 00.00 FOUNDATION PLAN & FIRST FLOOR PLANS 10/12/22 2 09/29/23 NIND EXP05IURE CATE60R'r. a ROOM5 5LEEPINO ROOM5 30 .--.--.--.----��--.----,--------------j ZONING DISTRICT: R40 5E15MIC VE516N CATE6OR'(-- a 5TAIR5 40 A-101.00 SECOND FLOOR, ROOF PLANS &DETAILS 10/12/22 2 ZONING MAP: EAST MARION NEATHERIN6 AREA: . 5EVERE 6UARDRAIL AND HANDRAIL 200 . � A-200.00 ELEVATIONS OF EXTERIOR 10/12/22 2 . PROPERTY DESCRIPTION: . ONE FAMILY RESIDENCE FR05T LINE DEPTH: 3'-O* &jj2b6=PULEM QE kma 851M A-300.00 BUILDING SECTION AND DETAILS 10/12/22 2 . 09/29/23 TERMITE AREA: MODERATE To HEAVY 11EIKEE& &LQffi=01MM � A-500.00 NUMBER OF STORIES EXISTING 1 STORY, PROPOSED 2 STORY DECAY AREA: 51-167HT TO MODERATE RAFTER5 W 5LOPE 6REATER T74AN 3112 HITH NO FIN15HED CEILINO L100 -_ BUILDING CONSTRUCTION DETAILS 10/12/22 2 09/29/23 CONSTRUCTION CLASS: TYPE V-WOOD FRAME MINTER VE-516N TEMPERATVRE.- If A-501.00 BUILDING CONSTRUCTION DETAILS 10/12/22 2 - OCCUPANCY: RESIDENTIAL, R-I ICE 941ELD: REGUIRED INT. KALL5 $ PARTITION5 WIL30 ' - -_ FLOOR HAZARD: YE5 IN FLOOD ZONE FLOOfZ5 4 P1_A5TERE1?CEILIN65 LJ360 PLOT PLAN LOT TYPE: . INTERIOR LOT AIR FREEZIN6 INDEX: 5qq �, MEAN ANNUAL TEMPERATURE: 50 ALL OTHER 5TUCT. MEMBER5 . U240 �\ LOT AREA: 11,1 05 (70-X 147) N,r!5 CLIMATE ZONE: 4 EXT. KALL5 W PLA5TEIR OR 5ntW H1360 IF` DESCRIPTION PROPOSED EXT. NALL5,NIND LOA05 W BRITTLE FIN15HE5 L1240 i GENERAL REQUIREMENTS _FIR E Q--UI R E D I EXISTING I I COMPLIANCE FEMA FLOOR ZONE: WA EXT, KALL5,NIND LOAD5 W FLEXIBLE FINI-57HE5 LA20 i ii . . PERMITTED USED (280-124) VARIES ONE FAMILY DWELLING ONE FAMILY DWELLING YES I IN . " GROSS FLOOR AREA LOTS UP TO 20,000 2,100+ 138.5 (12.5%) =2,238.5 1,097 1,725 SF I YES STRUCTURAL CALCULATIONS LOT COVERAGE (280-124) 1 20%=2,221 1,097 (9.8%) 1,097 (9.8%) 1 YES -- .--------..L- YARD REQUIREMENTS I I = I- I I LOT WIDTH 70--0"+/- 1001-01, 70'-O"+/- NO CHANGE EXIST NON-COMPLY gQZ ffi6ad!2 NXZ,%W kwl am B.Q0 FRAMNS SITE PLAN 1 / 16 1 0 LOT DEPTH 175'-O" 142'-7 147-7"NO CHANGE EXIST NON-COMPLy REOUIRED 5PAN - 12-71" hQ12121.112M Wm J= THRU5T FACTOR - I LUMBER - DOUC7-FIR #1 LUMBER - 5AM 2XIO F.J.5 0 Ibn O.C. REQUIRED FRONT YARD 35'-O" 57-2" 52'9-3/4" YES NIND FACTOR - O.&I MAX. NALL HE167HT- &�-O' REGUIRED 5PAN - 12'-I" REQUIRED SIDE YARD (280-46) 1 O' MIN, 25'TOTAL 21'-9.1;45'-4"TOTAL 24'-9 11; 57-5"TOTAL YES 5LOPED ROOD ADJ)5TMENT- I U5E 2X6 5TUP @ 16"O.r.......OK 2F.AIHWZ I I LUMBER - 5AM 2XIO R.W5 0 16"O.C. TABLE 3.14 - MIN. PANEL THICKNE55 = 7/16a VEGETATED NON-TURF (MILL CREEK) REQUIRED REAR YARD (280-46) 35-0" 1361-1/4" 136- 1-114"NO CHANGE YES HIND LOAD 5PAN - 1255 X hl X I =.......OK MIN. ---- --- - BUFFER BETWEEN 90JAD HEIGHT REQUIREMENTS 5NON LOAD 5PAN - 12.5& X I = .....OK 51EAR KALL MIN. PANEL THICKNE-55 = 7/16" MIN. COMM= ' 5HEAR AALL5 A5 PER PqFCM 3.4.4�2 MR&MIN2&V VEAR 01MOM 11 oQuIE, MAX.ALLOWABLE HEIGHT (280-46) ),, 11 !!!!!!!!!!!!!!������� I'll. 1 35-0",2-1/2 STORIES 1 16-1 1"ONE STORY 126-1 1", 2 STORIES I YES Jl� ��I - . A5 PER AIFCM 3.2.1 NO. DATE PE5GRIPTION WALL TO BE 0 ti WA....Of< UIIEI lvrr�­ 01 O�5126122 155UED FOR REVIEN MAINTAINED IN WS�ANVAO S 45-27'42 E FLOOD ZONE ZONE AE (EL 6) C22MIM REG. #OF,DO COMMON NAIL5 IN EACH END I PERPETUITY I S 41*54PI5"E F 2E&HM LEAW LA=& fflMMAW2MQM=M 5TRAP = 6 02 10112122 15-5)ED FOR FILIN5 1 26- 14 v ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS. ALL ELECTRIC 0 #OF M? COMMON NAIL5 IN EACH RAFTER J015T To Top 03 0210&123 155UED FOR 560H FILINO A tl "9 6 24.29 MECHANICAL, AND PLUMBING WORK IS TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS. ALL WORK IS TO CONFORM TO THE 2020 F�anel Thickness - 1/2" Min. PLATE CONNECTION = 4 04 06115123 ,RE-V`I5E0 FOR TRU5TEE5 FILINC7 I I� OP tle (tie GIStance) I __ ECCC OF NYS. . SM 5bacifti WLE!Q2HX= 05 05112123 REV15EI? FOR TRU5TEE'5 FILINO EXISTING AND NEW ",* Nall _c 11 111111i OWNER SHALL NOTIFY THE TOWN AT LEAST 24 HOURS BUT NO MORE THAN 48 HOURS PRIOR TO THE START OF DEMOLITION pacing for&d Common Nalb #OF M? COMMON NAIL5 IN EACH FOUNDATIONS & $�5 4's- ��� Location Edges Field 06 Oql2ql23 RE-05EP FOR TRU5TEE'5 AMMENDMENT � I 19 . 1 4" Per. Edge. Zone 6 END OF 1 114"X 20 6A. 5TRAP = 3 - , 71--.00''I'll''I''i.....11",......... kN411 im� 6 -, ;I I ,-p�;�Iliin ;;! �:­o i... . : �lllll!�!���������lim EM - S %I% ��Cnc f I 9 IfIzim!'; 1,126 SQFT i 11 I PLANT 5GHEDULE: Interior Zones 6 12 22hM NALL I I I r C nic� wo 6able End Hall Rake 4 4 HEIC7HT- &' W 1 14, 1P 14/ LE6ENP OTY KE'( E30TANICAL NAME COMMON NAME COLOR 5PACINC, PURGHA5E 51ZE OLIM2 MMNQ -INXE_M AIND 4,360 I.B5. 5E15MIC 2,400 L135. 1'..�: "ConO IJ/ 4'-O" WIDE ACCESS / - - I rocks 11, 14, 14, 'IV 14, ......%..� PATH THROUGH . / I.L 0 AT A50LEPIA5 TUBER05A BUTTERFL'r NEEL? ORANOE 310.0. 6" HIC-H REOUIRED 5PAN - 12�-7 LV-BER- - .......... BUFFER BETWEEN DOU5 FIR #2 _\ ... `// I 0 CM CHRY50PI515 MARIANA MAR'(LANP OOLOEN A5TER i YELLON 61 O.C. 6" HIOH , 141, 1k 11, 14, 11, 41 .:.*.-, * STOOP AND STAIR 'rELLOPq 3' O.G. 05E 2X&@ 168 ac. ....... oK - �� .W::. ..... ), I 0 . ET EUTHAMIA TENUIFOLIA COA5TAL FLAT TOPPED C70LDENROP b" H16H metal fence in I 1 ,4, ,4, Q511 _,�_ \1/ f��:� Ij/ ...:.:: " NEW MASONRY STOP 141 11�1 4 4 1 FC x ..... 4 4 0 IL IONAOT15 LINARIIFOLIU5 5TIFF A5TER PUPLE 31O.C. 6" HI&H - t�) ..... ... conc. wall ,J/ 0 #W141 Nil 01. 0) q'7 C * 14e ....... ...... � 4 4 a 12 . .. .. 4 , kqHITE 310.6. 6" HIOH - -� ** f ::-- .............:��'�""" T 1j . . . . . 25 OB EUPATORIUM H'(550PIFOLIUM PqHITE BONE5ET 1 14, -�t :�_­I, 14/ 11, ..�._:-,.,..,1V.-. %41 0) 1, - ..................... . . . . . 0 RH 50LIDAC-70 5EMPERVIREN5 5EA!510E 670 PENROD �. I X,:*c * �_j QI- I YELLON 4'0.6. 6" H16H ft = z 40 1�z . -_ ,� 141, -,q- %.... . JH I JUNIPERUS VIRGINIANA EA5TERN RED CEPAR 6REEN PER PLAN 4�-O" H16H n fd "/0.54W 'v I .��:*:-�-:�-:-, ,v %41 14, 14/ 41 14, - ' O I I I 11, '41 %41 - .�.:.�."'.­ m=onry 4�E:� * 1_%_� -011 N mor' ' n .�.......:�--. "' 0 MP MORELLA PENSYLVANICA NORTHERN BA'(BERRY 6REEN PER PLAN 1�-b" H16H SKYPLANE DIAGRAM I 10 BUILDIN 67 PLAN REVIEN NOTE: ­. . . . .Q�__ . I . . 14, 141, 14, %41 ,I/ 1. I stoQp ,4, ,,�, ,4, NF 1,j I R -21 �, . , - -6"- .I-"- �,-�;;,��,,��-�ll,�llar_�"-,=T� -,�.-F-,I�,�Li-m-�-�,M".;,7,&,C"U,M-.,-.l;z'�-- =!!=9F,FT11_"N 1"!T # - .. ti , I-­�� 1-1 � plllrlw"Pqplplvtli�� 1 5-3 1__�_ r_.. i . .� . .­......­ . * 141 "SQFT 2ND STORY' ii,li U-) .I .... I At )"i.ii ,* , , , . . ,:-� :�-�-�-:�-�-�-2. .-Iffl................ 9 I n - 24'-q 112111 �. .............. .. #* ..... ....'. ALCONY 0) ,!I(,,�,i \ - 10 . ..*...,.'1,.,.,....'.'O..'' :�,:111 BACK91-1-1,41TH5011- V_ I...... I IV W VPPERMMT ROOT%ALL __N ! ��,I -RBq0VE0 FROM HOLE *#/ % ct 0-,- BE NO MORE THAN I' �, 1,126 SQFT EXISTING Cv 33,_1 BELON 501L 9,RFACE J,,-,�,' , 1, - -.-. V_ V.- , -_\1...-1-..... EX15TINO 501L / \ 0 FOOTPRINT OF outdoor . ,.,�"(,J�� e % V) ""W"", / Z�N - C) DWELLING -��� I 11_1�1 I T7 BREAK UP R007BALL Or , ___ shower n 5. AREA OF . SPREAD ROCIT5 OUT :� , "I 111'1'1'11:�, 'Ili 1. CONTAINER PLAM, 0 ---.I,-- ,� ­­ != I ......�.......( : - - - .1 ; _Ij ,: - ­­ i 1: / \ 4: : : INGLUIAN&PLU65 PW,E /7 � ': :t ;: 12 % 0 8.5'x4.5' 2ND STORY 0 � j� F�:_­�:j CIRCLIN&R00T5 #0 -_ N12 # ADDITION FLANTINO HOLE 0)TWE5- z TEMP REMOVE AND (O Q: THE ROOT SPREAD -11 NOT5 / \% RE-BUILD OUTDOOR V.- IT BARE ROOT PLANTS HILL NOT BE I� .1 Ld - PLANTING DETAIL PERMITTED.ALL FLANTIN9 TO BE / 11 SHOWER ----------- Q if " __ - --- 5.6 PRIJNE9 IN ACCORDANCE KTH BEST t I" I Lli . TEMP REMOVE ACCEPTED NAZ5ERYMANS PW�RZACTNICE / � / I I F111 \% " ; . AND RE-BUILD // � - - Q� 8'0 X 4'-O" DEEP . ce - � ,,/ I (Z) STORMWATER DRYWELL �217 - -3.6 CELLAR * , I - __13�Z­ 0 C) CONNECTED TO 314�1 � -,:p- I 11;I -3 4% -1 I PLANTED FL"AS 5HOM I,/ ,__�\", 1/2"P R[BBER HOSE AND 12 6A i ­­ - �� � ,- o 26-4 3�), ,__;�, I - NEW 4'TALL(MINIH,t,t)TREES <', / GUTTERS & LEADER, / M� I /_ // (' r7ALV.RRE P"DE TURN BZKLE5 - =4 i�mmmi - I"" - '* / soil I N. I 1*1 . LOCATIONS ON PLAN ,,,/" ..7 (3)OR 7W15T A016T*ENT. - . > TYP. OF , C) (WARANTEE TREES FOR A \ �:) - i (9 H I I C'--' -1 -�" �) / s _24 PERIOV OF ONE YEAR) / CEDAR BARK CHIPS(V.IF)OR EOUIVALENT . I I toop ,,, C) NEI,"', (3 �_ > �I.I...-,-"-..�./, .,.,.-.�'',"/', , ff"", 7� I � (,".�) q� ; �_ 11 -i -,� I . 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I -- z,..,. - - , " I , " ,, ,,,,��,­i,<�, �"",�; I Q , k STAKES SET AT 120* , " .� . 1 �1, " , I i, I � ZE DR'rkqELL = - 0 1 1 1 1 YARD.KATER THOROU6HLY AND FILL TO ���,- , "I'�":;:,";,"',�,/�,� � , , , , I �: I "I'll, ,�',� I �, , I- "I'll I ii�i/l ­­­__ - ,� , " - _ "Ill, , ,�,,,x"", ,,""'111/21,11r; I", I , ��'J�*414 �, �, "I �" " / INTERVALS AID EXI57IN6 EARTH LINE ON TREE TRUNK. e --,v,�,',5 11;10 " ;M I ,0,I I-, I -, - _­­­­­_­_____ __ , 1,-51,/'HI/,", -�I ,�Inp � I I - , , - I .�, , �!,, �5�, y I- 0 ft PLANTING PATTERN E6VAL-015TANT FROM TREE ",_%MOIL I /?P-11"'? , ,�_ �,­� :4/ . 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I I I I F7: I 1 1/16" = 1p-Of$ ,;��q ()__ , ,/ " , I _­1'­iV'11 i�rr_ ; , '"i * T-001 900 �,� , I , 5, � , � I , I I 1(4 _j I 13A5EMENT I ' 'I , � I -%J/06A -A )/ _____ - - - ____ _ OP N `1.111 PACE: � I OF q i I � NALM AN2 2RAF'F'!!+ Al RAFIER TO RIDGE 180AM Q2== E21PIPER D6LTIT2 2MIL (REQUIRED FOR ALL NEW CON5TRUGTION AND/OR NEW ADDITIONS) TYPICAL RIDGE 5TRAP U5E 51MP50N 651b "TEV "' AFFELT NOTE: FA5TENIN5 RECOMMENDATIONS FOR 51DE-LORDED, TABLE 3.1 NAILING 5CHEDULE/FRAMIN5 $ 5HEATHIN6 ALL STRAPPING TO BE t-1/4"xlb GAUGE STEEL OR 'SIMPSON' STRUCTURAL RIDGE U5E 5IMP5ON L550410 MULTIPLE-PIECE MEMBERS EQUIVALENT- C51b (COILED 5TRAP) ALL COIL 5TRAPPIN6 TO ILJN6 `191ST BUILDING ELEMEN75 #OF COMMON NAIL5 #OF BOX NAILS NAIL 5PACIN6 HAVE A MINIMUM OF 12"BEARING ON WALL STUDS (ALL Y AR%M# H ITECT NAILED' BOLTE15 NOTE: FOR CATHEDRAL CEILING AT 5LOPING _ _ _ _ _ -J 5TRAPPIN6 5HALL BE IN5TALLED A5 PER MANUF. SPECS) RAFTER5 OR RAF- to HEADER CONNECTION sIMPSON' MA r � N16d oN 6d 9I LOBI X15 gO%HS Y2" ULOTgS y. ROOF FRAMING ALL 5TRAPPIN6 To BE® Ib O.G. ALL GONNEGTOR5 IN PROVIDE 'S1MP5oN L55U28 SLOPEABLE HANGERji CONTACT w/P/T WOOD SHALL BE FINISHED w/ 'ZMAX' POST rx:Tom, Plp @1210.0. b o I2•oz. b 0.z-sr ® Is•or'. z •b•o c. RAFTER TO TOP PLATE - 70E NAILED 5EE TABLE 3.4a 5EE TABLE 3.4a PER RAFTER IN ADDITION TO 5TRAPPIN6 @ RIDGE. GL6. JOIST TO TOP PLATE - TOE NAILED SEE TABLE 3.4a SEF TABLE 3.4a PER JOIST HOT-DIP GALVANIZED OR 57AINLE55 5TEF1. BEAM SELECTION w/ STD. NALING AS NOTED IN NOTES 7&8 PHONE: (631) X53-6333 GL6. JOIST TO PARALLEL RAFTER- FACE NAILED 5EE TABLE 3.qa 5EE TABLE 3.qa EACH LAP A 2AT RAFTf-R M2 TOP PLATE TO 57W x STUD 1. TOP AND BOTTOM ROWS 5HOULD BE 2 FROM ED6E5 PO BOX •762 'SlMPSON HRA 2. BOLT HOLES ARE TO BE THE 5AME DIAMETER A5 THE BOLT AND 5HOULD BE LOCATED 2" GL6. J015T LAP5 OVER PARTITION - FACE NAILED 5EE TABLE 3.qa 5EE TABLE 3.qa EACH LAP CREAT RIVER, NEW YORK 1173q "Lw ME. ALL CLIP5 $ 5TRAP5 CAN BE MOUNTED THI�Kf X55 of THE�M�MBERMt OF THE SEEVERY) A►ND NUT.T EXTEND THRO" THE �� DOLLAR TIE TO RAFTER - FACE NAILED 5� TABLE 3.6 SEE TABLE 3b PER TIE PRESCRIPTIVE STRAPPtN6 - I-I/4w 20 6A.6ALY. TO BE FROM EITHER ALL EXTERIOR OR ALL INTERIOR, 3. STAGGER EACH ROW OF FASTENERS BY 12". NAILED A5 PER TABLE 3.4B 3.bA (RIDGE) BUT NOT A COMBINATION OF BOTH. (A5 PER TABLE 3.4B) 4. FOR A THREE-PIECE MEMBER, THE 5PECIFIED NAILING 15 FROM EACH SIDE. BLOCKING 70 RAFTER - TOE NAILED 2-8d 2-10d EACH END 5. FOUR-PIECE MEMBERS SHOULD ONLY BE U5E0 WHEN LOADS ARE APPLIED 70 BOTH 51DE OF RIM BOARD TO RAFTER - END NAILED 2-16d 3-Ibd EACH END ALL MANUFACTURED PRE-FORMED 6ALV. CONNECTOR5 70 BE THE MEMBER. CON5ULTANT: NAILED IN 5TRIG7 ACCORDANCE WITH MANUFAGTURER5 ALTERNA b. VALUE5 FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6" O.G. OR TRIPLED FOR 4"O.G. WALL FRAMING INSTALLATION REQUIREMEN75 $ INSTRUCTIONS SIMPS9N' MTS�b ASE �, NAIL SPACING. oR 57D. NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM5: TOP PLATE TO TOP PLATE - FACE NAILED 2-Ib 2-I6 PER FOOT AT STUD TO 6.008 MOW=TO STUD TION 7. 2 ROWS OF Ibd COMMON NAILS 12"O.G FOR DEPTHS 12" OR LE55 TOP PLATE5 AT INTER5ECTION5 - FACE NAILED 4-I6d 5-I6d JOINT5- EACH 51DE IM r'O 8. 3 ROWS OF Ibd COMMON NAILS(12"O.Ga FOR DEPTFfS OF q", I6" 18". (ONLY APPLICABLE FOR TWO-STORY CONFIGURATION5) t1. STUD 70 STUD - FACE NAILED 2-I6d 2-Ibd 24" O.G. FOR 5TRAP- (4) 8 D COMMON NAILS AT HEADER TO HEADER - FACE NAILED I6d I6d tb O.G. ALONG ED6E5 EACH END OF STRAP SIMP59N' GSIG FOR ALTERNATE (14) 10 D COMMON NAILS FOR �a �' I TOP PL. OR BOTTOM PL. TO 5TUD - END NAILED SEE TABLE 3.5o SEE TABLE 35a PER STUD 5TRAP CONFIGURATION - EACH STRAP(TYJO 5TRAP5 TOTAL) 'SIMPSON' 6616 �` �''+�, BOTTOM PL. TO FLOOR JOIST, BAND JOIST OR BLOGk'G - FACE NAILED 2-Ibd 2-16P PER FOOT FOR 20 FLOOR 5HEATING TO OVERLAP FIR57 2x RIPOE Tap PLATE FLOOR FRAMING ADDITIONS - (4) 8 D COMMON NAILS AT ALTERNATE 'SIMP59N' t1AN - TWO ROWS 12"' O.G. THREE ROWS 12" OL. R06F 2x srLA ° ° ° ° J015T TO SILL, TOP PL. OR GIRDER - TOE NAILED 4-8d 4-I0d PER J015T AT kW T_Q �. w{/� O O O O SECOND FLOOR If 5TUD5 BY MIN. 12"22=TO 5U RAM G9L1AR HIE ° ° ° ° FOR STRAP- BRIDGING 70 J015T- TOE NAILED 2-H3d 2-I0d EACH END ° ° ° ° EACH END OF 5TRAP WRAP BLOCKING TO J015T- TOE NAILED 2-&d 2-I0d EACH END 5TRAPPIN5 UNDER 5ILL PLATE x 6TTD Two ROWS 2A' oc. SrAc� RED Two R9W5 6" 0151. BLOCKIN6 TO 5ILL OR TOP PLATE- TOE NAILED 3-I6d 4-I6d EACH BLOCK AT STUD TO QR.&'a2j=TO= EL&M AI n ASE (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) 0 0 0 2-1@ 0 0 © o LEDGER STRIP 70 BEAM- FACE NAILED 3-I6d 4-I6d EACH J015T FOR 5TRAP- (4) &D COMMON NAIL5 AT, 0 0 ® 0 0 0 .101ST ON LEDGER TO BEAM- TOE NAILED 3-8d 3-IOd PER J015TAL° BAND J015T TO J015T- END NAILED 3-Ibd 4-I6d PER J015T EACH END OF STRAP WRAP RIM BOARD PLOT PLAN STRAPPING UNDER 5ILL PLATE I. NAILIN6 REQUIREMENT5 ARE BA5ED ON 5HEATHING NAILED b" O.G. AT THE PANEL EDGE. IF WALL BAND J015T TO SILL OR TOP PLATE - TOE NAILED 2-Ib 3-I6d PER FOOT SHEATHING 15 NAILED 3" O.G. AT,THE PANEL ED6E 70 OBTAIN HIGHER 5HEAR CAPACITIES NAILING I' NAILING NOTE, SIMP591N (fl REQUIREMENr5 FOR STRUCTURAL MEMBER5 5HALL BE DOUBLED,OR ALTERNATE CONNECTORS, 5UGH A5 ROOF SHEATHING PRE50RIPTIVE 5TRAPPIN6 - 1-1/4w 20 6A. 6ALV. TO BE NAILED A5 PER TABLE 3.4B 3.6A (RIDGES ILL PLATE 5HEAR PLATE5, SHALL BE U5ED TO MAINTAIN LOAD PATH. 5TRUCTURAL PANELS 8d IOd SEE TABLE 3.10 Ii FO"Ar12N WALL 2• WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS 5HALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT DIA60NAL BOARD 5HEATHIN6 A' ALL MANUFACTURED PRE-FORMED 5 IN5 LLATI N R5 To EM NAILED IN STRICT 3. CORRO51ON RE515TANT II 6AU6E ROOFING NAIL5 AND I6 GAU6E 5TAPLE5 ARE PERMITTED,CHECK Ixb OR Ix& 2-6d 2-I0d PER 5UPPORT AGGORDANGE WITH MANUFACTURERS INSTALLATION REQUIREMENTS INSTRUCTIONS IBG FOR ADDITIONAL REQUIREMEN75. NOTE: FOR ROOF 5HEATHIN6 AT GABLE AND RAKE OVERHANG, PROVIDE NAILING ® 4" O.G. 1XIO OR WIDER 3-8d 3-I0d PER SUPPORT NNTMIOR.ZOW-- TION 8313. I� G TH NG AUTOMATIC, `I� LTM Y MtJ2 I CAR= bQW=&A&f2 x 67LP5 rI piC&NTER 6YP5UM WALLBOARD 5d COOLER5 5d COOLER-5 7"E06E/10" FIELD 51MP59N' G51G III W SAS WALL SHEATHING (4 Ffl DUDE FROM W BILL PLA71 ffr5t OR RPM NOr tVIPMk WOOD 5TRUCTURAL PANEL5 8d IOd 5EE TABLE 3.11 ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ON ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF TH15 CODE AND THE HOUSEHOLD CENCENTE ANP P.D i" FIRE WARNING EQUIPMENT PROVISIONS OF NEPA 72, 9UNDATION WALL 5TRUGTURAL FIBERBOARD PANELS tb�•r .yyt•`=. ' -4 ` I/2" 11 6A GAIN ROOFING NAIL - 3"EDGE/6" FIELD HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NEPA 71 THAT INCLUDE SMOKE ALARMS,ORA : :�. :.. ,;. :r:.. COMBINATION OF SMOKE'DETECTOR AND AUDIBLE NOTIFICATION DEVICES INSTALLED AS REQUIRED BY TH15 SECTION w-.r ';�• ' mom' 25/32" II 6A 6ALV ROOFING NAIL - 3"EDGE/6" FIELD <•tl .. '"C•H.,.•- � ES�6F5:i"ON G�lTCR ��::.',:c• •;� :� -.;r., FOR SMOY.E ALARMS,SHALL BE PERMITTED.THE HOUSEHOLD FIRE ALARM SYSTEM SHALL PROVIDE THE SAME LEVEL OF ":'- , '` ' re.D: Ir ON ,x... w+t5:. GYP N1 WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10" FIELD SMOKE DETECTION AND ALARM A5 REQUIRED BY TH15 SECTION FOR SMOKE ALARMS IN THE EVENT OTHER FIRE ` '' ' ALARM PANEL IS REMOVED OR THE SYSTEM 15 NOT CONNECTED TO A CENTRAL STATION. h t. HARDBOARD gd SMOKE ALARMS SHALL BE INSTALLED IN THE FOLI_OWI.N6 LOCATIONS: f �' Bd SEE TABLE 3'11 NO. DATE DE5GRIPTION 1.IN EACH 5LEEP@16 ROOM PARTICLEBOARD PANELS 8d 8d SEE MANUF. Of 08/26,/22 ISSUED FOR REVIEW 2.OUTSIDE OF EACH SEPARATE 5LEEPIN5 AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS DIAGONAL BOARD 5HEATHING 02 10/12/22 155UED FOR FILING 3.ON EACH ADDITIONAL STORY F THE DWELLING,INGLUDIN6 BA5EMENT5 AND CELLARS BUT NOT INCLUDING CRAWL5PAGE5 AND UNINHABITABLE ATTICS.IN PR LLING5 OR DWELLIN6 UNITS WITH Ixb OR Ix& 2-8d 2-I0d PER 5UPPORT 03 02/Ob/23 ISSUED FOR SGDH FILING SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVEL5,A SMOKE 04 06/15/23 REVI5ED FOR TRU5TEE'5 FILING ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL POOF 5hfATt11Ne7 AND WAIL 5f1EAT111NO ATTACHMENT PIAORAMs IxIO OR WIDER 3-ed 3_10d PER 9RPORT 05 08/12/23 REVI5ED FOR TRU5TEE'5 FILING PROVIDED THAT THE LOWER LEVEL 15 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. NYS PZ6. CODE Res I dent i a I Code of NYS FW Ry012(5) FLOOR SHEATHING Ob Ocf/2q/23 REVI5ED FOR TRU5TEE'5 AMMENOMENT WHEN MORE THAN ONE SMOKE ALARM 15 REWIRED TO BE INSTALLED WITHIN AN INDIVIDUAL T a I(;t� STRUCTURAL PANELS DWELLING UNIT,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE Mr ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE OTHER ALARMS IN THAT INDIVIDUAL UNIT. J P I" OR LE55 8d IOd b" EDGE/12" FIELD 75110 THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL INTERVENING VCOR5 CLOSED. HASrARMW GREATER THAN I" IOd Ibd b"EDGE/b" FIELD AoRnmntu WTA'eL9E gn (ASH nMnC FM ASTM O 2W ASTM F baa,064 WU DIA60NAL BOARD SHEATHING INTERCONNECTION 15 NOT REGUIRED WHEN SMOKE ALARMS ARE PERMITTED To BE BATTERY A591257054eear PIPE ARM C 420 OPERATED IN ACCORDANCE WITH SECTION 8313.1.2 6041 PrE 0IGMA7*61W5WtJI,ASTMAADb Ixb OR IX& 2-&d 2-10d PER SUPPORT IN NEW CONSTRUCTION,THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR AM VW 5C#E0Uff 40 ft PFE ate) AWN F HIM IxIO OR WIDER 3-8d 3-10d PER 5UPPORT PRIMARY POWER FROM THE BU!LDING WHRIN6 WHEN 5"WIRING 15 SERVED FROM A COMMERCIAL SOURCE,OR AN ON-SITE uEx 00HPOS MA sUW500"40FSFM(c 11"c w AMFMW • ELECTRICAL POWER SYSTEM AND WHEN PRfMARY POWER 151NTERRUPTER SHALL RECEIVE POWER FROM A BATTERY MCM R311i t f&E OF Efflfff2 C0M-"WW C04VSM PA,VW SCHVIE 40 IPB PM 620 A57 r MW BACKUP.WIRING SHALL BE PERMANENT AND WITHOUT A D15CONNEGTIN5 SWITCH OTHER THAT 7H05E REQUIRED FOR R3Il56 M VW SWME 40 PSPFEk6LMMCOM ASTMF RMASM Fb41 OVERCURRENT PROTECTION.SMOKE ALARMS SHALL BE PERMITTED TO BE ON AN ON-51TE ELECTRICAL POWER SYSTEM OR IN BUILDIN65 THAT UNDERGO REPAIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION IN ACCORDANCE HANDRAIL5 SHALL BE PROVIDED ON AT LEAST ONE 51PE OF EACH CONTINUOUS RUN OF TREADS OR FLI6W WITH FOUR OR MORE RISERS. c.OhPoS M PYa WS-M P5140,P5200e VW A574F HAS WITH APPLTIDIX J. 82=UM HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSIN6,OR FINISHED SURFACE OF RAMP SLOE,5HALL BE NOT (APPIROR -AU0(PM AS7MBOASINOW2 LE55 THAN 34 INCHES AND NOT MORE THAN 38 INCHES C Ppp.4t OR ccPPea su.Or MM III K MK,L.Al,M OR NO ASTH0 AA57M a sA ASTM a 2*AMN a 447 BU I L D I NO PLAN RE V I EN NOTE HANDRAIL5 FOR 5TAIRWAY5 SNAIL.BE CONTINUOUS FOR THE FULL.LENGTH OF THE FLIGHT;FROM A POINT DIRECTLY ABOVE THE TOP RISER PI PIPE A5rMF 14MC455AM3 EXI5TIN6 BUILDIN55 UNDERGOING REPAIR, OF THE FLIOH 70 A POINT DIRECTLY ABOVE THE LOWEST R15M OF THE FLIGHT HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN A NEWEL P05T OF SAFETY PMrAM OWPME ftW RAM M`MTEDW MTN0 X*A"172"%Cev'MA ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED TERMINALS HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-U2'BETWEEN THE WALL AND THE HANUDRAIL5. STAR MS STM S�rsTe4 r 1 9W t X L MW AWJ BY APPENDIX J. I.HANPRAIL5 SHALL BE PERMITTED TO EE INTERRUPTED BY A MEL P05T AT THE TURN G01�1NATION SMOKE AND CARBON MONOXIDE � P" 66NIC15TIONS ALARMS ARE PERMITTED,PROVIDED THE ALARM IS LISTED FOR SUCH USE.COMBINATION SMOKE AND 2.THE 05E OF A VOLUTE,TURNOUT,5TARTIN6 E45IN6 OR 5TARTIN6 NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. (REWIRED AT EACH 81HLDIN6 GORNEV CARBON MONOXIDE ALARMS SHALL HAVE DISTINCTLY DIFFERENT ALARM 516NAL5 FOR SMOKE OR CARBON MONOXIDE ALARM ACTIVATION ALL REQUIRED HANDRAILS SHALL BE OF OPE OF THE FOLLOWING TYPES OR PROVII2E EQUIVALENT 6RA5PABILITY. III)AT EACH OVERfEAD GARAGE DOOR JAM) C,0{'�/ t f�.tlt,�y� /'JA G T�HANDRAIL5 WITH A CIRCULAR CRO55 SECTION 5HA1 L HAVE AND OUTSIDE DIAMETER OF 1-1/4 INCHES AND NOT 6REATIR THAN 2 INCW5.IF THE HANDRAILS � �TT aro sY3.l.�la�sr�r� a! ARE NOT CIRCULAR,IT SHALL HAVE A PERIMETER DIMEN51ON OF AT!.EAST 4 INCHES AND NOT GREATER THAN 6-1/4 INCHES WITH A MAXIMUM GROSS SECTION OF 2-1/4 INCHES. rREauIRED FOR ALL N�coNsTRucn �c oN AND 5o►�FLG+oR ADDrnaNS) ►���'��/J�I/� L.4118 i.1"1'•I III A �� DRYER EXHAUST SYSTEMS SHALL 13E INDEPENDENT OF ALL OTHER SYSTEMS,AND SHALL CONVEY THE M015TL RE TO THE rAZA HANDRAILS WITH A PERIMETER 6REA7ER THAN 6-1/4 INCHES SHALL PROVIDE A 6RA5PABLE FINGER RECE55 AREA ON BOTH SIDES OF THE PROFILE.THE r;zkFLATIR�H1 WC116D � r T� OUTDOORS. FINGER RECESS SHALL 3156N WITH A DISTANCE OF 3/4 INCH MEA5URED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT (FOR MORE ATI ON, RfffRENCE 06, 26V RESIDENTIAL RWZ.Ii FIR45LOGKINO) LEAST 5/16 INCH WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE.TH15 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH TO A LEVEL THAT 15 (REOUIRED FOR ALL NEW GON5TRUCTION AND/OR NEW ADDITIONS) ggaMM TH15 5EC71ON SHALL NOT APPLY TO LISTED AMD LABELED C.ONDEN51N6 PZTLE55 CLOTHES DRYERS NOT LESS THAN 1-3/4 INCHE5 BELOW THE TAUT-5T PORTION OF THE PROFILE.THE MINIMUM WIDT74 or THE HANDRAIL ABOVE THE RECESS SHALL BE I-f/4 INCHES TO A T�p� TW� MAXIMUM OF 23/4 INCHES.F_POE5 SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. (FOR EN61P� L [I e. WOOD I-JOISTS] 5EE MtV�J. 6PE.G.'s FOR ADDITIONAL. IWO.) '' ''`` Kai.. '' 'i`` iN'L EXHAUST gUG15 SHALL TERMINATE ON THE OUTSIDE OF THE BUADlN6.EXHAUST DUCT TERMINATION SHALL BE IN ACCORDANCE WITH THE DRYER MAN L FA67VRERS INSTALLATION CffdME2115ffA19Hff1 IN COMBUSTIBLE CONSTRUCTION,FIREEIL.00KIN6 SHALL BE PROVIDED TO cur OFF BOTH VERTICAL ffibm51t1P50N'HPQ$ \ SPECIFICATIONS.EXHAUST DUCTS SHALL TERMINATE NOT LE55 THAN 3 FST IN ANY DIRECTION FROM AND HORIZONTAL CONCMM DRAFT OPENIN65 AW TO FORM AN L3�EGTIVE FIRE BARRIEROA OW OR • OENIN65 INTO BUILDI,N55.EXHAUST DUCT TERMINATION SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER, SCREENS SHALL 101. 1 km BETNIEEN STORIES,AID BETHEEN A TOP STORY AND 71E ROOF SPACE r Mh51 fd A p2-I6D COMMON NOT BE INSTALLED AT THE DUCT TERMINATION STAIRWAYS SHALL NOT BE LE55 THAN 36 INCHES IN CLEAR WIDTH AT,ALL POINTS ABOVE THE PERMITTED HANDRAIL HE16K FIRELAGKIN5 SHALL BE PROVIDED IN KM04 2AKV COMSTR ZTION IN THE FOLLOWING LOGA17GfFiA I2" max. ' NAILS O b'O.G. AND BELOW THE REQUIRED HEADROOM HE161417. HHANDRAIL5 SHALL NOT PRO ECT MORE THEN 4.5 INCHES ON E17T ER SIDE OF THE L IN CONCFAtID SPACES OF STUD WALLS AND PARTITIONS,INCLUDING�SPACES AND � FMMLUTM THE DIAMETER OF THE EXHAUST DUCT SHALL 13E AS REQUIRED BY THE CLOTHES STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HE16HT,INCLUON5 TREADS AND LAMDINO, PARALLEL ROWS OF 511X25 OR 5TA66STUDS AS POLI OWSA DRYERS L15TING AN12 THE MANUFACTURER5 INSTALLATION INSTRUCTIONS. SHALL NOT BE LESS THAN 315 INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAIL5 ARE BLOGKINB PROVIDED ON BOTH SIDES. I.I. YB2TiGAILY AT THE CEILING APIA FLOOR LEVELS. O ENOKALL d=M&8HjM2U3M TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO 51NOLE MalMaTHE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH R311.5h. 12. HORIZONTALLY AT INTERVALS NOT Dr-EVIN610 FIST(3048 MMU. LENGTHS,NOT r0 EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. - 2. AT INTERCORECTIONS 1ETHEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SLCH A5 4 ••. e • ••• • .. • OCCUR AT 5OFFIT5, ND DROP CEILIN65 ACOVE CEILING5. EXHAUST DUGT5 SHALL BE CONSTRUCTED OF A MINIMUM OF 0.016 INCH THICK RI610 METAL THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LE55 THAN bl-8"MEASURED VERTICALLY FROM? _ 12." max. DUCTS,HAVING SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIRFLOW.EXHAUST DUCTS SHALL THE 5LOI PLANE ADJOININ6 THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING/PLATFORM. 3. IN C41II I.fD SPACES BETWEEN STAIR ST R1NSER5 AT THE TOP AHD BOTTOM OF THE RIM. PLAN PROJECT NAME: NOT 13E CONNECTED WITH 5HEET-METAL 5GRE15 OR FA5TENIN6 MEANS WHICH EXTEND INTO THE DUCT. ENCLOSEDENCLOSEDSPACES U IVR STAIR5 SHWJ.COMPLY WITH SECTION 8302.7. � 153 5Ti41R 7i11I l 4. AT OP13•IIN65 AARL)!MD VENTS,PIPES,DUCTS,GABLES AHD WIRES AT GEILiN9 AD FLOOR LIQ, / gifflik. WITH AN API�12OI MATERIAL TO RE515T THE FFREEPA55I OF FLAKE AND PRODUGT5 OF •• 51MP�DON'fIDQ$ / THE MAXIMUM R15ER HEIGHT SHALL BE 8-1/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY COMBUSTION.THE MATERIAL FILLING TH15 AN"SPACE SHALL NOT BE REW RED TO NETT THE ALL WORK 5HIAL..L.MEET OR EXCEED THE LATEST REGUREMENT5 OF ALL NATIONAL,MINIGIPAL,LOCAL,AND OTTER AUTHORITIES HAVfN5 BETWEEN LEADING B 96ES OF THE ADJACENT TREADS. THE 6RFATE57 R15M HE16W WITHIN ANY FL16K OF STAIRS SHALL NOT EXCEED ASTM E 136 REQUIRElIffITS. OR JURISDICTION,INCLUDING PEW YORK STATE PLUMBING CODE AND COUNTY HEALTH DEPARTMENT RE6ULATION5. ANY WORK NOT 5U5JEGT THE SMALLEST BY MORE THEN 3/8 INCH. S. FOR TfE FIRglLOCICIN6 OF CH1MPkl S AND FIREPL ACR,SLE SECTION RIO03.14. 3"50.X 5/76'WASHERS 51M=5014'PW6 7NVr SETUP 0 THE APPROVAL OF THE AUTHORITIES HAVIN6 JURISDICTION SHALL BE 60VERNED BY THE NATIONAL PLU-VIN5 CODE,THE END COUNTY HEALTH DEPARTMENT,AND MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS.ALL DRAINAGE PIP1146 SHALL BE RUN IN THE MINIMUM TREAD lDEPTIf$HALL BE q INCHES. THE TREAD DEPTH!SHALL BE MEASURED 2 1 b. FIl�LOGKflI6 OF GORMGE5 OF A TWO-FAMILY VkIE.L.IN6 15 REi�l1IRED AT TIE LINE OF PVC,PIPE,51ZED AS SHOWN ON DRARN65 OR AS REQUIRED BY CODE.PROTECT ALL PLUMBING MATERIALS FROM FREEZING, PITCH ALL HORIZONTALLY BETWEEN THE VERTICAL FLAWS OF THE FOREM05T PROJECTION OF ADJACENT TREADS APD AT A R16HT ANGLE TO / VMELLIN6 INT SEPARATION. DRAIN5 AND BRANCH VENT5 MIN,J'PER FOOT. NO PIPES,EITHER WA5TE,SUPPLY,OR VENT 5HALL.BE EXPOSED EXCEPT AS REQUIRED AT THE TREADS LEADING ED6E.THE 6RFATE5T TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE DOUBLE 5ILL PLATE FIXTUREPROVIDE INSTALL PIPING REWIRED FOR HHVAG SYSTEMALL FIXTURES HAVE�"SUPPLY LIIE5IR�LE�.PS OTHERWISE THAN 3/8 INCH.WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 9 INCHES WDAI ED AS ABOVE AT A POINT 12 INCHES S FROM II FOR SLAB ON III?�`ALL NB'd CONSTRUCTION AND FIRST FLOOR ADDITIONS) 5TREET APPRE55: 775 MILL GREEK DRIVE . . _ THE SIDE WHERE THEA E TREADS ARE NARROWER. WINDER TREA05 SHALL HAVE A MINIMUM TREAD DEPTH OF b INCHES AT,ANY POINT REQUIRED BY PLUMBING FIXTURE MANUFACTURER- P[.UMDER TO VERIFY ALL PLUMBLN6 REQUIREMENT5.PIPING MATERIALS 5HALL GRADE APPLICATIONS) M E a .;- TOWN: EAST MARION WITHIN ANY FLIGHT H. 57AIR5,THE GREATEST WINDER TREAD DEPTH AT THE 12 INCH WALK LINE SHALL NOT EXCEED THE SMALLEST BY CONFORM WITH SECTION A04.6 OF THE N.Y.S.CONSTRUCTION GORE. ALL PIPING TO BE LOCATED 50 A5 70 MINIMIZE NOISE. PROVIDE MORE THAN 3/8 INCH. nom"-' 5/$'DIA•ANCHOR ••' .;: H STATE: NEW YORK APUD INSTALL LEAD OR LEAD COATED COPPER PAN COVERI O SIDES AND BOTTOM OF SHOWER ENCLOSURE WITH ALL SEAMS n 6l 4 GONTINUt�USLY SOLDERETD.PROVIDE FOR WATERPROOF DRAIN CONNECTION `O"otN01° � BOLTS � •' P05TAL CODE: (la3cf MM MM THE RADIUS OF CURVATURE AT THE LEADING ED6E OF THE TREAD SHALL M NO GREATER THAN 9A6 PlIe STOPM149 J013T3 INCH.A POI NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ED ON 5TAIRWAY5 WITH SOLID RISERS. POIJREU - •.. '9 LOTS 1000-135-03-35.1 3-222 h16U TO WJ1 s THE 6REAN05IN6 PRO. -CTION SMALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH BETWEEN TWH17Q8 O •: SIMP50N' 5TORLES,INCLUDING THE NOSING AT,THE LEVEL_OF FLOORS AND LANDING.BEVELING OF NO51N6 SHALL_NOT EXCEED 1/2 INCH. 07011 ib sro�Fnx� „� CONCRETE -- w ORPI � 51 TE NUMBER: N/A R15MS 544ALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING E96E OF THE TREAD ABOVE AT AN ANGLE NOT MORE flTOI vror " �e. FO"ATION e•. i d 5P► aON'Pf$Ob 2-IGD COMMON STORY TO STORY UPLIFT CONPIEGTION5 FROM!UPPER STORY WALL STUD TO LOWER STORY WALL STUD SHALL BE IN ACCORDANCE WITH %` MALL .i. THAN 30 DEOREE5 FROM THE VERTICAL.OPEN RISERS ARE PERMITTER PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT �'. NAILS O 6 O.C. THE REGk/IREMENTS OF TABLE 3.4. PRESCRIPTIVE SOLUTIONS ARE PROVIDED IN TABLE 3.4B. WHEN UPPER STORY WALL STUDS ARE NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE / �� SECTION FOR L'LENGTH LOCATED DIRECTLY ABOVE LOWER STORY WALL STUD,THE STUDS SHALL EE ATTACHED TO A COMMON MEMBER IN THE FLOOR GENERAL NOTES A55EMBI_Y WITH UPLIFT CONNECTIONS IN ACGORTJANCE WITH TABLE 3.4. 115111 LOCATION - OF SMT, W �� I.A NOSING IS NOT REQUIRED WHERE THE TREAD!DEPTH 15 A MINIMUM OF 11 INCHES ®' BLOCI � w 2l A TO 1611 YO 2.THE OPENING BETWEEN ADJACENT TREAD5 15 NOT LIMITED ON STAIRS WITH A TOTAL RIDE OF 30 INCHES OR L.00III I LO(,p 2 T 3 ON 4 LOCATION 5 �OCa1Tl O ENDWALL 155 nPx3ra�Me FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE IN ACCORDANCE WITH THE FndrnFn� 7" embedment into concrete foundation REQUIREMENTS OF TABLE 32. PRFSGRIPTIVE SOLUTIONS FOR STUD TO FOUITDATION,SILL PLATE,OR BOTTOM PLATE ARE PROVIDED IN MUM 1505T Y5, 15" embedment Into block foundations TABLE 3.48(SEE FI6URE5 32A-F). A MINIPIIM OF A 11/4"X20 GAGE A5TM Ab53 GRADE 33 STEEL STRAP SHALL 13E NAILED TO THE THE 5HALL BE A FLOOR OR LANDING AT THE TOP AND 130TTOM OF EACH STAIRWAY. ro llM t ALL STRAPPINGCH THICK ,ANCHORS,HOLD DOY�d'�j, 5TU05 IN ACCORDANCE WITH TABLE 3.413 AND HAVE A MINIMUM EMBEDMENE OF 7 INCHES IN CONCRETE FOUNDATION AV � 6 •. ` � ED,�jO PROJECT NUMBER: 2022-0021 SLABS-ON-GRADE,i5 INCHES IN MASONRY BLOCK FOUNDATICNJS,OR 8E LAPPED LIVER THE PLATE AND NAILED IN ACCORDANCE WITH ,�!;;_ •, a� -a ,•• � a • .: TABLE 3.45(-SEE FIGURES 32A C). WHEN THE STEEL STRAP IS LAPPED UNDER THE&JTTOM H'LATE 3-INCH 5QUA8E WASHERS SHALL BA FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR ERIOR FL16K OF 5TAIR5, r srAce . . ' : •• ''01 a � O /,e� INITIATED DATE: 03/01/22 USED ON THE ANCHOR BOLTS AND ANCHOR BOLT SPACING SHALL NOT EXCEED THE REQUIRETMENT5 5PEGIFIED BLE IN TA32G. STEEL INCLUDING STAIRS IN AN ENCLOSED GARAGE PROVIDED A DOOR DOES NOT 5WIN5 OVER THE STAIRS. "'' TO�FaLss � N 'w..4 .. ¢ � ' �(/ " DRAWN B(: 5BA STRAPS EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MA50NRY BLOCK FOUNDATIONS SHALL BE HOT-DIPPED GALVANIZED / 1.U5E 5/$ W/DIA.ANCHOR BOLTS MINIMUM 7'EE T•INTO •• :•:. AFTER FABRICATION,OR MANUFACTURED FROM 6185 OR 2450 GALVANIZED STEEL. A FL16HT OF STAIRS SHALL NOT HAVE A VERTICAL R15E GREATER THAN 12 FEET BETWEEN NV CONCRETE 3"SQUARE X 5/16'WASHERS AND END NUT 5E7E1P. " ' • a. • {� �^ CHECKED BY: 5BA FLOOR LEVELS OR LANDINGS. ✓r":- ':�'� •, _ .A. ''r 't 1 2.ANCHOR NOTED 05MHEREIN ARE NOT TO BE U5FOR OR RO LACED BY " DRAWING NUMBER: . ara"PiNo •�• THE WIDTH OF EACH LANDING 5HALL NOT BE LE55 THAN THE STAIRWAY SERVED.EVERY HOLD DOkW FOR 5HEARWAI.LS. 7/S" DUt THREADED ROD OvIISEDDED 0 Aft LANDING SHALL HAVE A MINIMUM DIMENSION OF 3b INCHES MEA5URED IN THE DIRECTION OF TRAVEL. n roFPl IZ I/2" INTO GONGRETE W/ SIMPSW Er 193 =OA 5 7 �1 831155 ST Y AGES. 6 �d`G, U U v U THE WALKIN6 SURFACE OF TPEAD5 AND LANDIN55 OF 5TAIRWAY5 SHALL BE SLOPED NO STEEPER THAN ONE UNIT )PN ' VERTICAL IN 413 INCHES HORIZONTAL(2 PERCENT 5LOPF) "' PAGE: 2 OF q BUILDING DEPARTMENT NOTE5 USE AND OCCUPANCY-51N6LE FAMILY RESIDENCE ROUGH CARPENTRY: STEVE AFFELT TYPE OF CONSTRUCTION-VB I. ALL LUMBER SHALL BE DOUGLAS FIR#f d BETTER UNLESS OTHERWf5E NOTED. r= 3Z f�tl TE TO F ATI GON TI 2. ALL LUMBER IN GRAWL5PAGE-5 TO BE Ib"ABOVE SCRATCH GOAT.MAINTAIN b"MINIMUM FOUNDATION EXPOSURE. / AW 6HM ows T F 2.15-A TDP DOT`I- PLAT TO D LA g A ROE Jj%�IQN 6MW REFERENCE STANDARD-WOOD FRAME CONSTRUCTION MANUAL 2013 FOR ONE AND TWO FAMILY DWELLIN65 3. 51LL5 TO BE PRESSURE TREATED(P.T)AND SECURELY FLASHED NTH A TERMITE SHIELD,AL50 PROVIDE 51" 5EAL AN5ULATION, \AWtM TS) FZ- IST LAS- WNT.,M0 ARCHITECT 51ZE OF SILL TO BE(2)2"xb',UNLE55 Q)2'xb'IS NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EX15TING STRUCTURE. "WIM mw - Dposm G FrejlejS PDP WINP LOANS - QEQ2PE $ S POR WINE - QEQWM $ THRIffI. ALL WORK SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 4. AT FLUSH FRAMING U5E 16 GA06E METAL 'SIMPSON'JOIST HANGERS OR APPROVED EQUAL. 6U5T wfNDy m 6P� g,5 w 1w � � WST WNP SPUP �) � �� Rte° / CES A -Y DL=10 Pyr 140 2. ALL WORK SHALL COMPLY WITH THE APPENDIX J'EXI5TIN6 EVILDiN�AND 5TRUGTURE5'OF THE 2020 5• MINIMUM DOUBLE HEADERS AND TRIMMER5 AROUND AL1 OFENINC75 IN FLOORS,ROOFS,AND J^IALL5. 6CCOW ]z2L�tL PHONE: (631) 553-6333 RESIDENTIAL CODE OF NEW YORK STATE. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,P0575,AND BATH TUBS. 00TTAN RATE TO j?OR ION ��•4 Tt� Sec" 611�'r WRD 5P�D (ivPff) (74 440 FaaDATTON ANDGHOR PAT SLPPORTW WW(MM MJGNIOR PCLT SPAGna6 t)N) STUD SPACW wAj_ NLMM aF IDD COWMON NAILS PO BOX 762 3. FIRE STOP VERTICAL SPACES IN WALL5 AND PARTITIONS AT FLOOR LEVEL,CEILING,AND ALL FURRED SPACES 7. ALL BEAMS,6iRDER5,ETC.TO HAVE MINIMUM OF 3-1/2"BEARING. GGt�GTION �� (M) (r7) OR AO D PDX NALS PER SW t Of VP COMMON NAILS OR � DOS( NEW YORK 1173q GREAT RIVER NOT TO EXCEED 5'-0"VERTICALLY OR 10'-0"HORIZONTALLY. " I/2" ANCHOR !>A TS TO PLATE GGrAELTIt.Ti (PIF) ''z'3 � SPAN 8. MINIMUM LEADER TO BE(2)2"xb UNLESS OTf1ERW15E NOTED. UM-15 M EACH EW Or H/e ST'RAPIAAO,az 4. PLASTIC MATERIALS SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. It q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE PRC-5S/RE TREATED,AGQ 5. ELECTRICAL INSTALLATION SHALL COMPLY WITH THE 2020 RE51DENTIAL CODE OF NEW YORK STATE, 5/8" IW A iOR D0.T5 10 210. ALL EXTERIOR SFEATHIN6 SHALL BE NAILED AS PER NAILING SGfEDUL.E.6ENERAI_L.Y SHEATHING IS A I/2"THIGKNlE55 ON WALLSCHAPTERS 33-43. �� STORES 45 IZ 2 2 1(AND ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED.SE-E FLOOR PLANS FOR ADDITIONAL.NAILING OR DIFFERENT Ib 14 2 2 6. PLUMBING INSTALLATION SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,CHAPTERS t turd AIM eN N rMZ A-M 10 2GON5ULTANT: NAILING REOUiREMENT5 WHEN APPLICABLE. z WacN pass ATS t TO tflrrLATWA,"at'AR Lave Tie MASAN/ttM WTe SPACM AWL Wr acne m a m rANAns Vns�roR LMr r Laws Q'A=A-E1G)at WIN&AWP AM Laws Cr/=A•*.Vl rat octet ANaat pure wrAn" 0 2225-33. dee team vul Ave , 3 1}11. PROVIDE METAL DRIP FLASHING OYER ALL EXTERIOR WINDOWS d DOORS. s. TA MATW*VII WT a'A00 rat LA TMM AV ALAR Lave A MW Wru.s ARE arAnee N N.66RAPY.e MM W&TM->A41 rORPMR 20 2 2 7. MECHANICAL SYSTEMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,CHAPTERS WALL arATH10 Ttsz5 m TAPLAn9*AMR WT W awl M M.LTReS tW TM A wt arAT M TYAL rawriewr rWOR N � 3 12. SUB FLOORING,6ENERALLY,TO BE OF 3/4"T 4ICKNE55 AND OF COX GRADE.NAILING AS PER NAILING SCHEDULE AND 61.UED. TVLE'DM,W N W CAee awl.NOW Wr OFACN9 MM♦rear ON CWM L tea tune UMV AeZ MW at A rtoWs N TAME es i2-23. A 1968 n"M OW"SJOr Wrm eFLARK TnAN Ww Wn Wren A TAMAAT®WOW VA t MtOM TME A-SO eRMTER r W%4 Rr, S. r*"n9 rRMw 1 torte AND(.ate6f{AJ AWL pc PlAMRI9 TO pe MLTRt9 DY P9e reR 13. EXTERIOR SHEATHING TO BE COVERED WITH"TYVEK"HOUSE WRAP OR APPROVED EQUAL. LATM& T `�1M1 of u m Lam t Raa rDNA A gL 0 T d TW M"r L"S Aa. LMATW N MPOMM D 3G q 8. ALL WORK SHALL COMPLY WlTfi THE 2020 ENERGY CONSERVATION CONSTRUCTION GODS OF NEW YORK STATE. 14. BLOCK EXTERIOR STUD WALL5 AT HALF 5TORY HEI(5HT5 AND AT UNSUPPORTED E06E SEAMS OF EXTERIOR 5HEATHIN6. GENERAL NOTES: 15. PROVIDE GROSS BRACING AT J015T5,5TUD5,AND RAFTERS WHEN SPANS EXCEED b'-0"AND AT EVERY b'-0' T f - �-� - b FASTEST MLE 12 I 2 16. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. „ -T' o w�( ,W TGA( , 1�l T0� AT10N) ► WSPEW (►�H) 16 2 2 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. � Z �• IT APPLY ALL CONDITIONS ADDRESSED IN NAILING SCHEDULE A5 NECESSARY. 4:12 Z•4 2 3 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP iDRAWiN65 NEEDED,UNLE55 OTHERWISE SPECIFIED: ALL ib. PROVIDE ALL NAILIN6 AND 5TRAPPIN6 ADDRESSED IN DETAILS AND NAILING SCHEDULE.ALL J015T HAN6ER5 TO BE"SIMP5ON"OR DSD LOAD AIV UvIPT IONS: ROOF GEILINC� AvILY DL=ISI' ATT- RFS tea' FDR ��+ 1 28 3 3 DlMEN5tON5 AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. APPROVED EQUAL TOO.ALL EXPOSED HARDW,4RE TO EfE'ZMAX"COATED OR APPROVED EQUAL. WI LO � 3 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,CERTIFICATION OF OCCUPANCY,INSPECTION Iq. AT"WET WALL"PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER GODS.GENERALLY,SEPARATE DOUBLE J0157 THE THIGKNIE55 THREE �� �T MVTD 5� ) IV3(p '1j q. APPROVAL,ETC.FOR WORK PERFORMED FROM AGENCIES FfAV1N6 JURISDICTION THEREOF. OF WALL ABOVE.SUB FLOOR SHALL NEVER EXCEED A 16"SPAN. e r E r E r 4. ALL WORK TO 13E DONE IN CONFORMITY WITH RE-51DENTIAL IRC 2015 CODES,NY5 2017 UNIFORM CODE SUPPLEMENT. MZMV 6PAGM6 ROOF 5PAN N OF SD COWMON NALS OR IO D POI( NALS M12 I I 20. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING A5 PER PAGE C51-0-051-2. MSX•�•`Pkv ALL LOCAL GORES,AND NATIONAL ELECTRICAL GORES,LATEST EDITION. (W.) (�) EACH ETD CLT' H/4">�O GAGE STRAP +.z,3,4 � �� I � � 1160I 2 5. CONTRACTOR TO VERIFY ALL DIMEN51ON5 PRIOR TO 5TARTIN6 WORK.CONTRACTOR TO NOTIFY ARCHITECT 21. PRESSURE TREATED 'P.T.'5PECIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ACCORDANCE WITH AWA C22,WHERE (MGFES 0G) NMS OL. 5 2 COMXN DRILLING AND/OR GUTTING OCCURS,FIELD TREATED LUMBER WITH COPPER NAPTHENAiE WHICH SHALL CONTAIN 2%COPPER METAL I I 2 2 2 2 r.>':2 IMMEDIATELY OF ANY DlSGREPANGIES. 12 6 T2 6 YL 6 TL 24 2 Z BY REPEATED BRUSHING,DIPPING,OR SOAKING UNTIL THE WOOD ABSORBS NO MORE.AL50,FOR HARDWARE USED WITH P.T. 10 I I 2 2 b. ALL MATERIALS TO BE USED ON THIS PROJECT SHALL BE INSTALLED IN STRICT CONFORMITY WiTH THE 1 2 2 2 25 Z 3 MANUFACTURES RECOMMENDED SPEGiFIGATIONS FOR INSTALLATION OF THEIR PRODUCT. LUMBER,CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T.LUMBER MANUFACTURER SUCH AS: HANGERS,NAILS, 24 2 % EDGE Z0 Ib 12 6 6 6 Tl 2 3 SGREW5,FLA5HiNG,ANCHOR BOLTS,ETC.FOR LOCATIONS SUCH AS: LE06ER BOARD,51H PLATE,DECK CONSTRUCTION ETC.ANY 116 28 1 2 % 7. CONTRACTOR SHALL MAINTAIN COVERAGE FOR ALL INSURANCES,BONDS,ETC,A5 REQUIRED BY LAW AND BY THE 192 6 12 6 6 6 6 REFERENCES TO GGA ARE TO REPLACE P.T.OR ACG n I 2 2 , ' s OWNER. %b 2 2 24 6 i b 6 12 22. LVL(LAMINATED VENEER LUMBER)DENOTES EITHER OF THE FOLLOWING: 1160 I PLOT PLAN b. THE CONTRACTOR SHALL PROVIDE ALL 5AFE6UARD5 A5 REGUIRE-5 TO PRECLUDE INJJRY TO OWNER5 AND t LMM ARE ON A09jen dS N r/N2 A4A. : rM ATW LFLrr CarrLTwrt MAI A MMO LLY9W N MOM C, 12 6 12 6 IZ 6 fz I., CONTRACTORS PERSONNEL,AND TO ALL OTHER PERSONS AT THE CONSTRUCTION SiTE. A.IL.EVEL TRU5T J015T IAE Mi6RO LAM s rMUATM rnrr C44COM MWORNM Asanc A Rar"a2"WOOLY DEAD taw 4r 9 res•rptP x P B.6EOR6IA PACIFIC 20E 6-P LAM wr-a F�rir A Ca"Aa9aWLY N Nor Fmtw or r m emm A Nor Gateam ro m PAw q. CONTRACTORS SHALL EXERCISE 6000 XPOEMENT TO MINIMIZE DAMAGE TO ADJACENT PROPERTiE-5.ALL AREAS P5L(PARALLEL STRAND LUMBER)DENOTES A YAMM ss amts W W I NAa AT resat era+er m erR� ib 6 t2 6 12 6 n (:12 24 2 2 j DAMAGED DUE TO NEW CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY CONTRACTOR. A.ILEVEL TRUST J015T 20E PARALLAM INTERIOR ZONE Z4 6 12 6 Yl Z Z I USE DE516NATED LUMBER OR APPROVED EQUAL.ALL TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. 10. EACH TRADE SHALL FAMILIARIZE THEMSELVES WITH THE INTENT OF THESE PLANS AND COORDINATE THEIR WORK 32 Z 3 23. FOR NEW WALLS,A PERFORATED SHEARWAIL SYSTEM 15 USED.THE CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE E= 2A � I TO w TION 24 6 12 b n 6 12 3 2 3 WITH OTHER TRADES. DETAILS,NOTES AND TABLES,THE NAILING 5GHEDUL.E 5PEGIFIE5 THE REQUIRED NAILING FOR THE 5HEATHIN6(ANY NAILING -s PDR � _ 5 GAME EII Rye OR N. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS SPECIFICATIONS,UNLESS NOTED OTHERWISE. � RNA TRL155 W LaCTCalT i 6 6 6 1Z I SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE NAILING SCHEDULE).HOLDOWN5 OPERATE IN CONJUNCTION WITH THE DF�+D LOAD A55l1vIPTiONS: ROOF CEILING 12. IF,IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DI5A6REE5 WITH THAT A5 INDICATED ON THE 6ADLE EN WA1 RN<E OR i b b b 1 I( Z 2 PLAN5,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IMMEDIATELY.SHOULD HE FAIL TO PERFORATED 5HEARWALL SYSTEM.(INSTALL A5 PER APPLICABLE DETAILS d MANUFACTURER SPECIFICATIONS).HOLDOWN ASSEM15LY PL=PP�� RAKE TRIJE6 w/o RWZ 2O Z 2 e-NMJt9 WA00 Ar PNtL MM" FOLLOW TH15 PROCEDURE,AND CONTINUE WITH THE WORK,HE SHALL A55UME ALL RE5PON51BILITY AND LIABILITY LOCATIONS ARE SPECIFIED ON THE FOUNDATION/FIR5r FLOOR PLANS. r-NaL t r'ACrr,Ar Nfl mmm a"mm N ne PAAe.re.v THREE GUST WAD SPED t � pro 7:12-12:12 211 2 2 24. COLUMN BEARING AS FOLLOWS:WOOF POSTING TO BE BLOCKED SOLID TO FOUNDATION WALL WITH END GRAIN.TREATED WOOD d rIVFZM,° INO f=r 4" m a" r m a' e ATT mea a• ARiSI,N6 THEREFROM. Ft*u eA1Nre awl.pe °Na,EAt a m PW t�rc m 4 rear MCT I a'm ure ArrAa r r 28 2 2 FLASHING.STEEL COLUMNS ARE TO BEAR UPON FOUNDATION WALL WI1N STEEL SHIMS d A MINIMUM OF 3/4"OF NON-SHRINK 6RDUT TMLATIV tt II ON CWM wu-ePMM A arAT"ATrVW TIPRAr•rM TR M M~Item WO 13. ALL RK AND MATERIALS SHALL BE 6UARANTEED FOR A PERIOD OF ONE(1)YEAR FROM DATE OF ACCEPTANCE RBVM GAPA61TY OF MIN 6NOft rarR t 140 WFM P41Es<09 m WV M a"ACM AWL M FWXW TO A Nays 04 32 2 3 " " ■ FRAM/ �AGM6 RaaF 5ti'AN Ga FLTIaN r,z e. TM ATt9 s NRI oG WAIL a WAW MOMM aeAT"ATTM tm To PRIM/MW MMM&MMM MM SY OWNER. SECURE WITH(2)1/2 DIAMETER ANCHOR BOLTS(4 LONG EXPANSION BOLT o EX15TINO WALL5 d 12 LONG HOOKED BOLT5®NEW ( ) 6 Ltd eg,o4s r6R M44M KOAnts MM 6P4t69<pA3 m WM•OPA"*KL M ftyum ro 4 Nave oa 3(0 2 3 4. TA CWTt9 4 M Of.WtL GRA09 A A&M ar.AMW MTAs"TO PJWM/MM MANS MOM MM Oz-0,0 IM rR4A0 t4:Mrese MM PArd�b<PA1,ne WAIL a"AMM 01".1-N:ReS M TO I>Naee oc. 14. OWNER/BUILDER ARE RESPONSIBLE FOR ALL IN5PEGTION5,APPROVALS,CERTIFICATIONS,CERTIFICATE OF s,4 FOUNDATION WALLS)FOR ANY P05TINO®CMU WALL SEE PLAN FOR REQUIRED REINFORCING(o MINIMUM Ib'WIDE 3 COURSES OF \L"' 5 U L 5 U e. TAMATW TILL.WAW"A90M A MUM LMATW N VFVWe D I. TApU_ATED GaI REQLARBA-WfS -HAL EE PERMITTED TO PE WI.LTI'LJW DY OCCUPANCY OR COMPLETION AND U.L.APPROVAL. 50LID BRICK MASONRY CENTERED 0 P05TIN6,U.O.NJ.(BUT111f1 WEN COLUMN OR P05TiNO 15 PART OF THE LOAD PATH FOR U5E IN AD (>I 89R FASTEST MILE 0.70 FOR rRAMIN6 NO MWW NOWI r LOCATED THIN S Ft�T OF PULDM6 15. 00 NOT SCALE DRAWINGS.WITTEN DIMENSIONS WPERCEDE SCALEP DIMENSIONS. 5HEARWALL,ALL ANCHOR MAKING AN ATTACHMENT ARE TO BE WITH STANDARD 5HEARWALL HARDWARE(WITH NOTED VALUES)d Ib 147 189 WINDED "ti) 2. TAM-ATM RD6E CONNECTION LOADS ASW& A M-1710 LOCATED IN EW05URE 15 16. DRAYJIN65 AND SPECIFICATIONS AS IN5TRUMENT5 OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ANCHOR BOLTS,U.O.N.WITH TOP GAPS®STEEL COLUMNS TO BE A MINIMUM 1/4"BENT PLATE W LONG WITH b"RISE d WITH(2)3/4" 20 770 221 'S. TV"TED C•ONMTiON W-gUREWBJr5 ARE 15A6W ON A ToTA... LPLFT MMUS 0.60 WHICH THEY ARE MADE 15 EXECUTED OR NOT.THEY ARE NOT TO BE USED " 104 ' 2r11 Or TW- ROM ASSf3i Y DF1D LOAD (OflJx10 P51) ARCHITECT WHETHER THE PROJECT FOR DIAMETER BOLTS THROUGH CENTER LINE OF VERTICAL LEG5 SET b DISTANCE,U.O.N. 26 219 >< 294 T 3.11 W AMM A TAM-ATM CONNECTION REgJFMA Ttr5 ARE PASM ON A n M RME STRAP ON ANY OTHER PROJECTS OR EXTEN51ON5 TO TH15 PROJECT,EXCEPT BY AGREEMENT IN WRITING AND WiTH %16%2 % SPACM6, FOR PrrM r RIDGE STRAP BPACIN6, MHE MULTIPLY TTAMLATEP VA.L.ES 25. REFERENCES STANDARD USED FOR THE DE516N OF WOOD FRAMIN6 2001 EDITION OF AMERICAN FOREST AND PAPER % ATT' s M 5 PDR STRLYCTLRAL SHEATHiN6 6Y THE APPROPRIATE W -TPLER "..ow: APPROPRIATE COMPENSATION TO THE ARCHITECT. A55OCIATION(AF$PA)-WOOF FRAME CONSTRUCTION MANUAL Will)FOR ONE AND TWO FAMILY DWELLIN65. N-CatrzUlk UUT Lora wl OR PMA 5DM6 RIDGE COMFLTiON 6PA6W Y2 1 10 1191 1 24 1 45 NO. DATE DE5GRIPTION IT STRUCTURAL STEEL TO BE A5TM A3b DETAILE=D,FABRICATED AND ERECTED PER A.1.5.0. L-010acrat uTeRAL L7ro t?eRrtrorat>vt ro m WAW MTPLER 100 l%% I� Z00 400 OI 013/26/22 ISSUED FOR REVIEW 26, ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. e- CR atAR Law FWALLrL rO WAW Ib. DOUBLE UP ON FLOOR JOISTS UNDER PARALLEL PARTITION,TYPICAL. R-L/W/IM"V To m PJME Aw W/L fM WW PARUM r0 m E r E r E r E r 27. ALL DOORS TO 6ARA6E AREA FROM INTERIOR LIVING SPACE SHALL BE 3/4 HOUR UL SELF CLOSING(MINIMUM). `RTAMATtV UM M1D"'�� e i� rP ce nLLT rLm Ir P.Te 5• MEN THE TAPUATEA NSR Or NALS RECUIRID M EACH ETD Or STRAP 5 02 10/12/22 ISSUED FOR FILING 1q. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ACT OF IggO(AW-PA),WHICH HAS SEVERE PENALTIES. "M Ft-2MMM.Y,reit rrrr LMAfls W M a rerr a`pA"O eeRtt% MAX. NAL 6PACM6 COOL T I AND THE MWM6 15 ATTACtW IN AGCORD"E WITH TM.E %I, THE 23. AHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRVOR RAL_FRAME,REINFORCE FRAME AROUND OR r. TWLATW MM Lave A A RtPXW Wr N,n tTLW ABLY MV Law or I SW SPAC4W FOR � GU�AON RIDGE STRAP MD ADDITIONAL NALN6 K NOT REQURED 03 02/08/23 155UED FOR 5GDH FILING CAST IN PLACE CONCRETE: T A IRP F taros r�Rat~rP WALL I POP) Or-ATHIW9 LOCATION b. WEN A COLLAR TIE Is USM M I-M OF A RPM STRAP, n E ra.hM Or 9D ADJACENT TO THE INTERFERENCE AS REQUIRED TO MAINTAIN STRUCTURAL WTE6RITY OF WALL5,CEiLIN65,FLOORS,ETC. (INCHES 04) 4 W"C44UTM UUT La"rat WAIL-TP-YY&L at WALL-TP 41LN NAILS REWRW IN EA ai EW OF TM COLLAR TIE Nap NOT mm TFE 04 06/15/23 REVI5ED FOR TRU5TEE'5 FILING rA XLATM Mrr V&tM asaL It 193Wn 9 ro M FMPXtP rr a rtr TAfx1 ATED NlJMfSER OF SD COMMON NAL- M A 57133_ STWTF', OR THE NUvfAER OF PROVIDE CAST-IN-PLACE CONCRETE INCLUDING FORMJ^�RK AND REINFORCEMENT,AS REQUIRED TO COMPLETE k711O 194R Mn nu W"L A'I0`e 12 12 6 12 6 6 Yl 12 D WNALS M EAUi END Cr THE em-AR TIE NEm NOr I amp THE 05 08/12/23 REVISED FOR TRU571 E 5 FiLiNG CONSTRUCTION,5HOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. TAMILATIED RMNR 0' IP OM NM-5 M A 6Ma- STRAP• 06 Oq/2q/23 REVI5ED FOR TRU5TEE5 AMMENDMENT 1. COMPLY WITH AGI 301,"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS",EXCEPT AS MODIFIED HEREIN. PERWrER EDGE ZONE 7. H/4" 2O cWae Pree 5TRN' SHALL PE A ASTM A65% 69AM %% 5TE8_ OR 2. PROVIDE AiR ENTRAiNED CONCRETE COMPLYING WITH A5TM 04.FOR COMPRESSIVE 5TRENGTH5 SEE TABLE VHF f T 3.17P h/ 24 6 n 6 12 6 iz rakpimm R-402.2(3,500 P51). daLmm m 9EQUEEbEff-s- 3. PROVIDE REINFORCEMENT OF TYPES 5HOWN ON THE DRAWIN65,AND COMPLY WITH A5TM 615,6RAOE 40,UNLE55 GLASS OF MATERIA- LO�R'NO E b 12 6 IZ b Y2 TAp481 Imo_ 5,56F� ,l GEEING .J01��T' IAB_ JOtNT- OTHERWI5E INDICATED. (POLMS PER 1700r) TILT Mrf3zloR zoNE li b b rz � b 12 � _ TION! RE,12,L11R�IT5 4. GON50LIDATE CONCRETE IN ACCORDANCE WITH AGi 30g. CRYSTALLINE CEDROCK 12,000 GAP AGI ''z'3 746 n 6 b f2 DEAD LOAD ASC,UJvIPTI0N5 ROOF G1=LNJ6 A55L3v$LY OL=IO Mr SWIM ENTARY AND FOLIATED ROCK 4,000 WALL HEIrvHT WIM SEISMIC, e-W�LN9 WAC*6 Ar P*01-WWs 5. PROVIDE CONCRETE THAT 15 DENSE AND FREE FROM HONEYCOMB AND OTHER DEFECTS. (F'j'_) P-WL OF.04M AT WMMATE aMMM N m P#a-ran pro OROM SNOW LOA P = 50 PSF 6. LEAVE SLAB SURFACES THAT ARE FREE FROM TROL^EL MARKS,UNIFORM IN APPEARANCE,WITH A SURFACE PLANE 644PY 6RAVEL AND/OR 6RA\M- g t AWL WAie LAW MTM 4 rear a•m CORW�Rs,m 4 ray EM ZeM ATM eVr ra�tae" TOLERANCE NOT EXCEEDING 1/b'IN 10'-0"WHEN TESTED WITH A f0'-0"5TRAI6HTED6E. (ew AND 000 8 %488 1912 x rAaLArm It NaI 04 W&k NAL eP A99u[s arAam ro ttArreza/Ttwee r To 0 a ROOF SPAN YATTT e�471 TOR rRAY�4td9 ASR MM PAt�6L OM,m NAL 6PAteRiGd awL R�lCT9 70 i Nr4ree P/.. (fLT) 9. rat 'e KWW PNii opm,eO-VAMZW PM 14"af/LL pE FfmRrn9 TO PC aAgniumD rtiR OOMARI WN.9 7. CONCRETE FOR 5LAB5 AND FOOTIN65 TO BE AIR ENTRAINED,FOR COMPRESSIVE 5TRENGTH5 SEE TABLE R-4022. SAW SILTY SAND, CLAYEY SAND, 9 1.5%4 2►51 A rAPIKM NAL a MWO WW A gA"1.06e6TEP N WMM P SILTY 6RAVEL AW CLAYEY 6RAVEL_ 21000 a b. PLACE WIRE MESH CONFORMING TO A5TM A05(6xb-IOx10)LAPPED b"510E AND ENDS 5ECURELY TIED T06ETHER. (SW, SP, SM, SG, 6M AVD 6C,) U&rr ti Wn 2868 q. PLACE CONCRETE ON UNDISTURBED 501L WITH 4"POROUS FILL,OR COMPACTED 501L WITH 4"POROUS FILL.FILL CLAY, SANDY CLAY, SILTY CLAY, EXCESS CUTS WITH CONCRETE.REMOVE FOREIGN MATTER AND AVOID SEGREGATION AS MUCH AS POSSIBLE. GAMEY SET, SILT ARID SANDY SILT ,5r0Ob W AT �"46700-YR WIND SPf� % D 61244 6!X5r O 2O 'V SP 40 a-cm WAOW (M) �� PER fes_ JOINT GOP*FYTWN T NLAM a' WP Ca&AON OR AMAm j"A`5 �U I L D I NC PL S N I���I�W NOTE: FOOTiN65 SHALL HAVE A MINIMUM OF Y-O"COVER. (GI, NAL, W>fi, MD CH) I6976 WOM STFJ.�TUQAL PANEL TOP AS, POI P IS 7845 4%OZ SPEAR W&L RFQIJIR msIrS NALM6 REqjpzNtNr6 MAX" I 10. ALL OPENINGS FOR BEAM POCKETS,UTILITIES,ETC.TO BE FILLED 50LID WITH NON-5HRINK 6ROUT. FOR 51: 1 POUND PER SQUARE roor = 00479 WI 20 8720 4780 ROM 12 � I1 17 SHmTmwa SHEAR WALL ROWS or NM `�'AN I 11. SOIL TO HAVE ASSUMED BEARING GAPAGlTY OF(U TON/50.FT.IF POORER CONDITIONS ARE ENCOUNTERED, a. WHEN SOIL TEST ARE REQUIRED 13Y SECTION 8401.4, THE T1.11GKTF�.�5 � �� SPAGIIJ6 3:12 1( 5 5 22 ALLOWACLE l9EARMFi CAPACITIES OF THE SOIL SHAT. CE PART t acrwW s wAti atAT»ermen mAn�iaATev cw""Mnc+rY (IPJ) GENERAL CONTRACTOR TO STOP WORK AND NOTIFY ARCHITECT.ALL FOOTIN65 ARE TO BE 24"ABOVE WATER OF TYLE RM9AVEMATMS dAWL ap M t VVW yr m ffn?a4JATE OVATHM rYM AaterWNr MOTOR N VAM 19.2 � 15 27 TABLE. IF WATER 15 ENCOUNTERED,STOP WORK AND NOTIFY ARCHITECT. x IL LWM eA MVM ME rfflUX 9 Pet erMY. IGLWM WACR awl � CEJ 1 4 - - - -' 2 4 11 22 33 b. Wt�E IN-PLACE SOILS WITH AN AU1NVAi3LE t7FARM6 GAPAGITY iE aL4ar IwOM m eraRY ApOMe ro m erCRY MM 05p OR 12. APPLY ONE(U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND FROM FOOTING TO 2"ABOVE FIN15H GF LESS THAN 1✓r'00 PSF ARE LKELY TO W PRE=SENT AT THE Yy NALS ® 4" 3 '%o 2-4 12 - 17 SITE, THE MANACLE CEARM6 C-APACITY SHALL DE DETERMINED 13 GRADE. DY A SOILS INVE5TI6AnoCIES OF PANEL 06CN. RIES M Wr-7 6PAGM6 MD I2" 3to 24 12 - 4:12 I( II 17 13. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALL5 UNTIL 15T TIER OF FRAMING 15 IN PLACE AS PER T 2& AOR O LI JOIST TO TOP &VA) MMP 51'AGIN619.2 7 14 20 R404.1.7. U= GODS - 5: PLATE LA " 0 2 4 3( 3( 3( 3( 21} 9 17 25 TO THE M617 GF THE ARGirfFGrS KNOACEP E, THIS CONSTPUMON S - Comm t 3 3( 3( 3( 3( 12 4 111 7 10 6YP5Ul�? r r MATS AM EY6096 THE 2015 EGG. ALL U6,1 T•M6 AND IVEa RACAL - - - - SY6rEW ARE TO WEEr OR L AEP THE REgJRD4Nr5 SET M THE ( 5:12 1( 5 9 14 I. REGULAR KALL130ARO: PROVIDE TYPE III,6RAOE R,CLA55 1,1/2"THICK,EXCEPT AS MAY BE SHOWN OTHERWISE ON 2415 Wali NAIL5COtAAObN 1 4 3( 24 12 - 1� 111 mREf 5Eca GUST WMD 6FEm � 110 Iw Ig0 NO 3 3( 3( 3( 25 THE IJRAWIN65. SPECIES OF PAIN.. WeE S�GIX (�Y =5750 DEQ DAYS Nle OF W CaWON NALS OR 10 PLUS MAVIN6 61'AGM6 APD Ir 12 5 2. FIRE-RE515TANT WALLBOARD: PROVIDE TYPE III,GRADE X,GLASS 1,5/5'THICK. ( 3( 3( 3( 213 RAFTER / GELLING JOIST WN..L. HEI6ttT D P0�( MALS TOE-4JAL�) REI,<URL37 N X0,49 rIE1D SPA6,M6 3. WATER-RE515TANT WALLBOARD: PROVIDE TYPE VII,GRADE W OR X AS REQUIRED,CLA55 2,112-THICK,EXCEPT AS 6aAPONENr VAIJE VAI..LE SPAGM6 (MLM ) (fT) t" RATTER MD/0R CE6 JOIST 2 4 3(p 3�0 3�0 3�i 7:12 149 7 ro TCP PLATE CON masa 1.2,3,4 MAY BE SHOWN OTHERWISE ON DRAWINGS. `-EE RE`-arm GALaLATIONS ATTAG'ED REQURED PROVIDED .2 4 5 12 3 3( 3( 3( 3( 24 5 10 15 4. CORNER BEAD5: PROVIDE METAL AN6LE 5HAPE5 WITH WIN65 NOT L E55 THAN I AND 1/4"WIDE,AND PERFORATED WINDOW 6LAZM6 L)=AO(MAX.) L=.'%3 � 8 2. 2. % % FOR NAILING AND JOINT TREATMENT.TO BE U5ED ON ALL OUTSIDE CORNERS AND ALL OPENIN(95. SKYLK�tIT 61.AZIN6 L)=.% lO 2 2 % % 1 4 3( 25 20 12 12 3 4 5. ALL WORK TO BE FORMED,LEVEL,TRUE,AND PLUMB. ROOF/GELM6 R=°�F�(Iv{IN.) {Z=38 t uers Acne rums as N TW9A e t � ((ri 3 5 x rANLAT®tPLrr Ca+scnoN A NTLVWJ LOCO A N a. 05p OR 9:12 S. wFet as aT9 Aare ARE rarAtLaA PMAlLtL rO m VLM a"m TOC••NALA N m RMTM MP CM.M p„Ywo/p wmi NAILS 0 i 3 3( 3( 3( 3( 19.2 3 ( 9 6. 6YP5UM WALL BOARD 5Y5TEM5 SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD,MINIMUM 3 COATS, aPtr awl MW at MOM m rA NMM a•N"Fmamm EXTERIOR WALLS R=IS(MIN.) R=19 A. W AM tFUT10,Wo Mort TW s TOM-M-6 AWL IC WrA IM N EAat Me Cr A PA"IM at MM OW SPELES Or PANEL EDGE 24 4 5 11 W154 rAerOCY To A rx r ral RATe at 9 Tae-WMys N CAST see wrest rAsrts To A rmC UP PLATE PLES HAVING 6PACIN6 MD Ir ( 3( 3( 3( 3( 12 rlaD SPACM6 Z 4 3( 3( 3( 3( 3 3 5 I. ALL EXTERIOR WALLS AFD ROOFS SHALL BE INISULA4Tf37 WITH ROCK WUUL IN5t1LAnoN.PROVIDE 2'R-10 iRf61D FOAM INLr�11l.ATION FOR R OOR FRAMING R=I9(MIN) R=3o 6>0.49 1( 3 4 ( EXTERIOR FOUNDATION WALLS I"b'BELOW 6RAT.>E TO 24'BELOW 6RADE IF DE•51RED BY CONTRACTOR OR 01 CARE SHOULD DASEM[-TIT- WALL MIM. INSUATION) R=10(IVtM) R=IO A BE TAKEN NOT TO DAK66E FOUNDATION WATEWROOFLN6. SLAB PERIMETER (2'-O" DEPTY'1) R=10NIN.) R=10aMire-m J A's� FZR'�I�J 20 3 3( 3( 3( 3( 12:12 192 3 5 7 2. 6EN"ERALLY,IAJL %NOTED 07HEPA SE,R�JL.ATE A5 FOLLOWS= PROJECT NAME: - 24 3 ( 9 -q'R-30 FOR FLAT CEILIN66 ALL HVAC PIPING CONVEYING FLUIDS ABOVE 105F OR BELOW 55F ARE TO BE ww W� SrWIC'E 6UDAPLT TOAD r B FLZC.M WINTIT, ICE c c INSULATED TO R-3 OR BETTER. SNOW p pE516N c WE516N SHAD F I. NALMb REQUR ecs 'atALL CE PtT2MTTT� r0 6E REDIJGTp 252 P NAILS ARE KAUILLAK -35'R-RI FOR 2k4'LUAU CONSTRUCTIONTffEDRAL GEtLLN65 AIR MAN amis) LOQ 6W TO'T/K 5 W GATE60RY MATt'IERIN6 H TERtvtTfE TE4v6' IN I IAYAl31T� - 2. HEEL WW GONJrFLTIOt� ARE NOT REI,t�iJIRW WHEN THE RIDGE IS SUPPORTED 15Y A -55'R-21 FOR 2'x6"WALL CON571W ION 5bPPLY AND RETURN OZ75 IN ATTICS IW A.ATED>=R4 WERE DUCT 15>=3 (ice RE610N� ZONE N -M ) R�m INDFX� Tf�'' LOADPEARM6 WHO, HEA1DfR, OR RIDGE PEMAT D156164D TO RE516T THE APPLIED -55"R-21 FOR FLOORS INC+E5 IN DIAMiE7ER AND>=R-6 WERE<3 INCHES.SUPPLY AND RETURN DUCTS LOADS -725'R-30R FOR 2'x6'CEILINGS IN OTHER PORTIONS OF THE BUI IMG INSULATED>=R-6 FOR DIAMETER>=3 20 I f NO NO NO D 6EVERE. %-0" MODERATE 0 N O 6/OZ/2008 4% 52.9 %. WHEN INT1514A D ATT: STPPORT Or THE RAI IS FROM PY VMTIC•AL STRUrS It C-5 AND R-42 FOR<3 INCHES IN DIAMEER TTO S OR PLRLJN5 TO A LOAPMARIN6 WNL THE TACUATEP HEH- JOINT COMFLTION A WEAATHERIN5 MAY REGUiRE A WHER STRENGTH CONCRETE OR 6RADE OF MASONRY THAN WCE55ARY TO 5AT15-Y THE STRI1✓TfURA.REQUIRENIETJTS OF THIS CODE.THE 1^EATHERIN6 COLLUM N SHALL BE FILLED IN M714 THE REIZUR13v NITS eVLL CC PFRMf TW TO W- kDUGFD RPROPORTIONALLY TO 3. N11032.1 INSULATION: SUPPLY DIALINSULATED TO IN ATTICS 5HALL BE INTO A MINIMUM OF R-b.ALL OTHER DUGT5-HALL BE IN6l1LATED TO REDUCTION K 5PM1 H^EATHERiN5 INDEX Q.E. 7•E6L161BL E"T'DDERATE'OR E")FOR CONCRETE A5 DETEWINED FOR THE k EATHHERINH5 PROBABILITY MAP D961URE R3o1.2(3)).THE 6RADE OF MASONRY TWITS SHALL.BE DETERMINIST 4. I!gWA.ENr CONELTIONS ARE RMWRED FOR CEL 140 JOIST'TO GELM6 JOST LAP STREET ADDRE55: 775 MILL GREEK DRIVE MINIMUM OF R-b. WII.DIN6 CAVITIES ARE NOT TO BE U5®A5 PLENUhfS OR DUCTS. TOWN: EAST MARION t ATE�T tf?N: DUCT T16HTNE5S TEST REStA T OF<=4 Gfta/IOO FT2 ACROSS THE SYSTEM OR<=3 FROM 1�` G 34 G 55,G 62,G 73,G q0,G 12q,G 216,OR G 652. 5, TAM ATEi) Hm xw GONAFLTION REY"REtIENT'S DO NOT WALL E THE ADDITIONAL GFM/IOO Fr7 WITHOUT AtR HANDLER o 25 PA B. THE FR05T LINE DEPTH MAT REQUIRE DEFER FOOTINGS THAN INDICATED iN FIGURE R403.I0).THE JURISDICTION SHALL FILL IN THE FRONT LINE DEPTH COLUMN WiTH THE MINIMUM DEPTH FOOT'IN6 BE-OW FIN19ED GRADE. �� � TIE ��' A65Bv�Y. STATE: NEW YORK I. FLASH ALL OF'EMIN55 IN EXTERIOR WAIL L5. G. THE JURISDICTION SHALL FILL iN 71415 PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHFITHER THERE HAS BEEN HISTORY OF LOCAL SUBTERRAt�N TERMITE DAMA6E. TM AT® 112L WW OONA -6TION REG2UR5vE `6 ASSUME CELN6 W16T5 OR P05TAL GODS: 1Ig3q 2. CAULK ALL OPENIN66 AND JOINTS IN EXTERIOR WALLS WITH TREM000'MONO'(COLOR A5 DIRECTED). THERMOSTATS ARE TO 8E INSTALL®FOR CONTROL OF RAFTER TIES ARE LMATEP AT THE. PiOrrOM OF THE ATTIC, 6PALE WL CELM6 PRJMARY HEATING AND COO IMG SYSTEMS AND INITIALLY 5ET BY D. THE JJRiSDIC77ON SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[1`16URE R301.2A(4)1 WIND EXPOSURE CATE60RY SHALL BE DETERMINED ON A 51TE-SPECIFIC BA515 IN JOISTS OR RAI'TER TES ARE LOCATED MOM M THE ATTiC GE,6PANO ATTi6 LOTS 1000-135-03-35.1 3. ROOF SHIN6LE5 SHALL BE 30 YEAR A5RfAL.T AS SELECTED BY 01I MANUFAGTiJRER TO GORE SPECIFICATIONS. STORAhE IS A651W, AND THE TMLATW H1ETL Jahr C 4NECTION REWREII SmAm AC.CCIRDANGE NTH SECTION R3012.1A SHALL PE MCReASM by THE ra.LOWM6 MOTORS- 51TE NUMBER: N/A T 1 WI IS PROTFLTIDN E. THE OlnDooR DE516N DRY BULB TEMPERATURE SHALL 8E SELECTED FROM THE COL.UMMS OF M-IA7AS VALUES FOR WINTER FROM APPENDIX D OF THE INTERNAT70NAL MIM IN67 CODE.DEVIATIONS FROM THE APPENDIX D I. 5TAKEOUT 15 TO BE PERFORMED BY A LrEN5ED 5URVEYOR,OR BY A 6VALIFiED Si.S<41NITRAGTOR "* " """ TEMPERATURES SHALL 13E PERMITTED TO FBI ECT LOCAL CLIMATES OR LOCAL WEATHER EXPERiENCE AS DETERMINED BY THE BUILDING OFFICIAL. GAIN6 M-01T / WI- WW ROOF RD6E CONNECTION CODE V 2. VERIFY ALL 61VEN DATA ON DFMN66 IF THERE 15 A DISCREPANCY,RECEIVE CLARIFICATION FROM ��p��� F. THE JLRI5010TION SHALL FILL IN TH15 PART OF THE TABLE WITH THE SEISMIC DE516N CATE60RY DETERMINED FROM SECTION 1230122.1. H RXF HG/H6 CONNECENr ARCHITEGT/ENGM�ER PRIOR TO PROGI iN6. `'=t`t" B IPREAAENTS P 5 O 6. THE JL R15DiCTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF TIE JMWIGTION5 ENTRY INTO THE NATIONAL.ROOD INSURANCE PR06RAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE OR T ,r T rAC;T0I 3. EXCAVATE AND BACKFILL FOR WORK INDICATED ON DRAMINt65.STOCKPiLE TOF501L OBTAINED FROM STRIPPING FASTENER SPACING MANA6EM E Nr OF FLOOR HAZARD AREAS).(B)THE DATE(5)OD THE CURRENT EFFECTIVE FIRM AND MFM,OR OTHER FLOOD HAZARD MAP ADOPTED 13Y THE COMMUNITY,AS MAY BE AMEND®. i 1/2 2 AND"' STRUCTURAL (.5�A.��,{� DRIVEWAY AND BUIL.DIN6 51TE.STOCKPiL.E ALL EXCAVATED MATERIALS. 17A5TEMR TYPE H. IN ACCORDANCE WITH 55-,TION Rg0.52.7.1,ROg5.4.3.1,Rg055.3J,Rg05.7.3.1 AND Rg05b3.1,N-ERTHERE HAS BEEN A HISTORY OF LOCAL DAK46E FROM THE GTS OF ICE DAMMING,THE JU WICTICIN SHALL FILL IN 1141/33 1.33 4. NEW AND EXI5TIN6 BACK FiLL MATERIAL ARE TO BE FREE OF M9925,TREE ROOTS,ROCKS,AND DEBRIS.ALL SURPLUS PM .N SPAN 4 FOOT < PMA 6 FOOT < PANN- TH15 PART OF THE TABLE MTH'YES'.OTHHERW 51, THE XRE5PICTION SHALL FILL IN THE PART OF THE TABLE WiTH'N o' MATERIAL THAT 15 LJMSUITABL.E FROM BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 5 4 Hoar 6PAN 5 6 roar SPAN S 8 FOOT 1/5 125 A W 1. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100 YEAR RETURN PERIOD ALR IREEZIN6 INDEX(BF DAYS)FROM FIGURE R4O3.3(2)OR FROM THE LOO YEAR(qq PERCENT)VA,Lt)E ON THE NATIONAL 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. Ir T CLIMACTIC DATA CENTER DATA TABLE'AiR FRL3 ZiNSINL7EX-USA N lEI}IOD(345E 320F)' 1/0 12 r LA6 66PZN �" ♦�,���.�I 1/10 i•II ,�r�> PD PROJECT NUMBER: 2022-0021 TORI a I NCn.mwa J. TIE J/RISDi677ON SHALL FILL IN TH15 PAST OF THE TABLE WITH TIE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMACTIC DATA CENTER DATA TABLE'AIR FREEZINGINDEX USA METHOD($ASE 32'F)' ��J � B. �y� INITIATED DATE: 03/01/22 I rmr aoAa4A 1(! �,� qAe*��, ,DON DRAWN BY: SBA I Harv'Pty K IN ACCORDANCE WITH SECTION 83012.15,WIERE THERE 15 LOCAL HISTORICAL DATA DCCUNEMIN�5TRtKTURAL DAMAGE TO 11PLDIM�fUUA TO TOP06RA4PHIG WIND SPEED-W 1FEGT5,THE JJRI5DIGTLON SHALL FILL IN I tRt-ottt M/S A I TAN.E Rf IAOM eN CP IRI WTD 0111"AM A V%-TOOT K6 ROM I IOV. `f. C �' 0 a rAerIM awes.Ie WrAIM AT a�'~E"a TM Waw errarn.RAL.PMtL THIS PART OF THE TABLE WITH YES,OTHIERWiSE THE JURISDICTION SHALL INDICATE NO IN THIS PART OF THE TABLE. r1 ;.A CHECKED BY: SBA Kq"A re"ea,<AM�LL-T>Mttre° CAP OR a L. IN ACCORDANCE WITH FIGURE R30120)A,WERE THERE 15 LOCAL.H15TOFJCAL DATA Wa ENTTNG UNUSUAL WIND CONDITIONS,THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH YES AND IDETJTIFY ANY � � DRAWIN6 NUMBER: BXA9JMWM Aare Or rWJC Wtel)ANAs tAaar>eW Acre Sr ON MWES!"Lae TV&VM erase,m near axoNO SPECIFIC REQUIR MENT5.OTM;ZW151.THE JURISDICTION SHALL INDICATE NO IN THIS PART OF THE TABLE. suer ww oe.arrta Or ram�t4 avu.Ie carAexrLs TO rAesrt:9r ta.t rrtv%ftVaTM tAt19 rnNt Raoura 1 � M. IN ACCORDANCE NTN F16VRE 3012.12.1 THE JL RI5010TION SHALL INDICATE THE WEND BORNE DEBRIS WIND ZONEV.OT1 ERWISE THE JURISDICTION 5HAALL INDICATE NO IN T1415 PART OF THE TABLE. G-0 0"100ft N. Tag 6ROUND-MOW LOADS TO BE USED IN DETERMiNIN6 THE DE516N 940H LOADS FOR ROOFS ARE 61M IN F16URE R301205)FOR SITES AT ELEVATIOW UP TO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET "1>- 03 r6l��yQ� � SHALL HAVE THEIR 6ROW 5NOW LOAD INCREASED FROM TIE MAPPED VALUE BY 2 P5F FOR EVERY 100 FEET iN ELEVATION ABOVE 1000 FEET. Of N E i`' PAGE: 3 OF q STEVE AFFELT ARCHITECT CONTRACTOR TO UTILIZE OALV 5iMP50N 5TRON0 TIE CONNECTOR5 OR PHONE: ((931) 553-6333 APPROVED EQUAL PO BOX 762 GREAT RIVER, NEW YORK 1173cl 0 0 GON5ULTANT: o ° a O 0 LSTA21 ° ° ° o0 0 LSTA24 a0 o ° Q _ 0 0 0o H8 ' r 0 °0 H8 Q H • o C? O o O 0 O 0 o ® O 0 m 0 p oo @ o O � ® o � o oa 0 0 ° O p o ° o o O UPLIFT ANCHORS NOT ° 0 ° 0 NEEDED 1N THI5 AREA p 0 8 0 0 (EXCEPT 51LL ANCHORS) 0 o ° ° 0 0 PLOT PLAN A3 ' — _ _ p ° HH4 TS30 HH4 00 51NOLE-5TRAP 0 N APPLICATION 0 0 (MULTIPLE5 0 O MAY BE U5ED) O � I o o � po I o I LSTHD I ° HTT5 REQUIRED CRIPPLE STUD STRAPPING REQUIRED STRAPPING AT RAFTER SILL NO. DATE DESCRIPTION AT FRAMED OPENING PL TE 01 08/26/22 155UED FOR REVIEW 02 10/12/22 155UED FOR FILING 03 02/08/23 155UEO FOR 560H FILING S P4 04 06/15/23 REVI5EO FOR TRUSTEE'S FILING 05 08/12/23 REVISED FOR TRUSTEE'S FILING 06 Oq/2q/23 REVI5EO FOR TRU5TEE'5 AMMENOMENT ° ° ° FRAMED OPENING REQUIRED STRAPPING DETAIL WITHOUT CRIPPLE STUDS BUILDING FLAN REVI N NOT: 6" TABLE 1-1264 TRU55 IDENTIFICATION 51CN LOGATION5 51gn location 519n placement Exterior building entrance Attached to the door, or attached to a sidelight doors, exterior exit or the face of the building, not more than 12 discharge doors, inches (305 mm)horizontally from the latch side ROMAN ALPHANUMERIC and exterior roof access of the door iamb, and not less than 42 inches 21 doors to a stairway (1067 mm) nor more than 60 Inches 0524 mm) DE51ONATION OF above the adjoining walking surface CONSTRUCTION TYPE PROJECT NAME: Exterior building entrance Attached at each end of the row of doors and BASED ON SECTION 602 doors,exterior exit at a maximum horizontal distance of 12 feet OF THE BUILDING GODS OF KA D I LA K discharge doors, (3.65M) between signs, and not less than 42 z NEW YORK STATE and exterior roof access inches (1067 mm) nor more than 60 inches 0524 doors to a stairway mm) above the adjoining walking surface. N Fire department hose Attached to the face of the building, not more REFLECTIVE WHITE ADDITION connections than 12 Inches(305 mm)horizontally from the center line of the fire department hose connection, and not less than 42 Inches 0067 ? 5TREET AOORE55: 715 MILL GREEK DRIVE mm) nor more than 60 Inches (1524 mm) above the TOWN: EAST MARION adjclning walking surface. STATE: NEW YORK P05TAL CODE: tig3q LOTS 1000-135-03-35.1 "F" FLOOR FRAMING, 51 TE NUMBER: N/A INCLUDINO 67iRDER5 AND BEAMS HURRICANE STRAPPING "R" ROOF FRAMING SiGN RE00RED FOR "FR" FLOOR AND RCOFFRAME DWELLING WITH DETAILS AND SIGNAGE FRAMING 61ROER5 $ BEAM5 IN FLOORS AND CEiLIN05 ENGINEERED WOOD TRUSS IDENTIFICATION SIGN 1� / L " ,��,R��,��� PROJECT NUMBER: 2022-0021 COMPLIANCE WITH 19 N YC R R PART 1264 STROKE 1/4 ., � � y INITIATED DATE: 03/01/22 1< OE510NATION FOR � �. CHECKED BY: SBA STRUCTURAL COMPONENTS THAT ARE OF TRU55 DRAWING NUMBER: {' �,j ° CON5TRUCTION EXAMPLE 516N 5HOWN ABOVE �*7611 G-003900 O� aF IN PAGE: 4 OF q 10" 17'-0" 3'-7" EVE "A" FFELT CONSTRUCTION NOTES - 7'-5" ±17'-I 1/22"n Lill 3'1 GI GENERAL - REMOVE EXI5TING FINISHED FLOORING THROUGHOUT. IN5PECT 5UBFLOOR, ARCE FIEFECT REPLACE ANY DAMAGED PANELS. NEW WOOD FLOOR WHERE INDICATED. (------------------------------------ –I 62 GENERAL - KITCHEN AND BATHROOM5 ARE TO RECEIVE CERAMIC FLOOR TILE 8 I r-------------------------- -----_ I ------------------------------- ------ I GEMENT BOARD BA5E. COLOR AND TYPE TO BE 5ELEGTED BY OWNER. I I PHONE: (631) 553-6333 ! I I I 63 GENERAL BATHROOMS ARE TO RECEIVE M015TURE RE515TANT GYP BD IN ALL I I NEW _ PO BOX 762 OTHER AREA5. PROVIDE TILE UP 4'-O" ON ALL OTHER WALL5 WITHIN BATHROOMS W/ i 3500 P51 POURED N p �v I I 6RE/�T RIVER NEW YORK II73q ! I EXI5TIN6 DWELLING 15 TO BA5E TILE AND GAP TILE. I I / CONCRETE 2" TH CONCRETE I I , CRAWL5PACE BE LIFTED AND EXI5TIN6 GRAWLSPAGE I I I RAT 5LAB OVER - - GMU FOUNDATION WALL5 ! I 04 KITCHEN CABINETRY AND COUNTER ARE TO BE 5ELECTED BY OWNER. PLUMBER 15 r0 I I POLYETHYLENE 10 MIL5 i ( AND FOOTING ARE TO BE I ( MAKE FINAL GONNEGTION5 AND PROVIDE ALL FAUCETS, 51NK5, SHOWER TRIM ETC. ALL I I 4.1 REMOVED THROUGHOUTTO BE 5ELECTED BY OWNER. KITCHEN 15 TO REGEIVE BACK5PLA5H TILE, 5ELECTED I u I I ' BY OWNER AND IN5TALLED BY CONTRAGTOR. I i I I `v CONSULTANT: = G5 GENERAL - ALL EXI5TING EXTERIOR WALL 5HEATHING 15 TO REMAIN UNLE55 DAMAGED I _ _ _ _ 19 ___-____--_ ________ ] Cb MEGH ROOM 15 TO 13E IHR FIRE RATED GEILIN6 AND WALL5. DOORS ARE TO BE 45MIN I I r ------------------------I---------�, I I RATED. r i I I I I G7 REMOVAL ALL REMAINING 5YP WALL BD. NEW CLEAR CEDAR PANELING THROUGHOUT I I z v\ I I I O iv I I DWELLING U.O.N. FILL EXTERIOR WALL CAVITIE5 W/5PRAY FOAM INSUL. EGUIV TO I I I ! ( I I I I R20 OR GREATER I I � u� w N 1 III , w w j I Li-_. ---- I I B EXCAVATED E45TING 2x8 I _ IIII EXI5TING DWELLING 15 TO ( ( ! T --- , _ I I STORAGE d FJ'S ® 16" III BE LIFTED AND EXI5TING , I I SYMBOL LEGEND IO.G. - I (� ( I I I I RECREATION 5PAGE CMU FOUNDATION WALLS I I % - _) AND FOOTING ARE TO BE L I I I G5 NOTE TA6 +' I I— NON-HABITABLE ._.J I REMOVED THROUGHOUT I I I NEW PARTITION I I z ! I ( I I I (FULL HEIGHT) I ,tz - A�o NEW RATED PARTITION 0 ROOM TAG a� I I ® Ib" O.G. z I L I EXI5TING 2X8 FJ'S z ( ( I x EXI5TIN6 PARTITION TO PARTITION TYPE TAG I I w __ ( ( I I RECEIVE NEW GYP BOARD I "? I I I r.�� J J I I EXI5TING PARTITION TO R RELOCATED I _ NEW(3) 2xf0 NEW(3) 2xI0 _Z__ Z_ I I I I REMAIN - - - - - I PLOT PLAN % i '------ -� I I I I �`" X'-x" CEILING HEIGHT I I I w - , III ( I ExlsTING DOOR To DATUM I NEW 3,500 P51 C� III r`-) I I I III REMAIN I CONCRETE 8" TH ! r I I I I-I-I i i i ( I III _-__- -1 CONCRETE FOUNDATION EXfSTING 2X8 -- -- U------I 1 I I 5EGTION I FJ 5 0 Ib I EXI5TING DOOR/WALL TO A-1 I WALL W/#4 VERTICAL r0 O.G. i ( �-- J I I = -r' - MARKER I I BARS ® 32 O.G. #4 I I I I I I I I I r1 -I I _. BE REMOVED I til ,- o I i I I I CRAWL 5PAGE I I I I ( I I I I I I HORIZONTAL BAR5 @ Ib x i _ EXI5TING 2X8 FJ 5 +, i NEW DOOR i I I O.G. w Ib O.G. I x I I III I I (5EE 5GHEOULE) ELEVATION III I I \ J/I I �+ A-� 2 INDICATOR ! I I I I I I I I I I j I I I I I I I SO 5MOKE DETECTOR I ( EXI5TING DWELLING 15 r0 I-�-� I N ( BOILER ROOM I EW 3,500 P51 20"XB.. NEW 3-1/2"(P 57L LALLY I BE LIFTED AND EXI5TING U------) I I i GOL ATOP 5/16"TH 8"xb" I I I I CMU FOUNDATION WALLS I-—1 I ( ( ( I I J CONCRETE FOOTING 5TEEL BA5E PLATE ( I _ I I I AND FOOTING ARE TO BE i I I ( EXI5TING DWELLING I I n------ REMOVED THROUGHOUT I H ( IS 15 BE LIFTED AND I I I-I_------- I AR5X@ 8'KEY G NO #4 ANCHORED TO NEW 4,000 i m EXI5TING LIFTED I -- I I P51 GONG FOOTING W/ 1/2" z I I T T 7_I-1 I r-p I DIA. x I8 LONG NEW #4 Q ! I I ( FOUNDATION WALLS - I X BAR5 ® 8" D G. EACH �'/ I I I I I I I I _, I w E C wAY _ ! I ( AND FOOTING ARE ( I I I I I I I I 81 I I I I I I I To BE REMOVED / I I �' i L__.—.---_..... --- ------ -- -------� ( I I THROUGHOUT � I I I I I I I I `� N0. DATE DESCRIPTION I - I L----------=I-----__-_----_-�� L�====__ -JJ I---------� 2 N N OI 08/26/22 ISSUED FOR REVIEW I L- L J 02 10/12/2 ISSUED FOR FILI G LL------------------------------------J� - -- ---_-- -------- -- 03 02/08/23 155UED FOR 5GOH FILING ±28-4 I/2 04 ObA5/23 REVI5ED FOR TRU5TEE'5 FILIN5 Ib'-8 I/2" 10" b'-10" IO" 3'-2" 05 08/12/23 REVI5EO FOR TRU5TEE'5 FILIN5 ---------------- Ob Oq/2cf/23 REVI5ED FOR TRU5TEE'5 AMMENDMENT EXISTING CELLAR PLAN PROPOSED CELLAR PLAN ---__--- ,- .rM_ .T SCALE = 1/4"= V-0"'-0" �. SCALE = 1/4"=l '-O" :" EX15T EXIST EXIST EXIST .. .., s ,r:,.... ::.:.:.:....... 41-- t% REMO C�,��!'�W, ' �- NEW X b 4- < ENCLOSED PORCH x TYP F ( m STONE FLOOR CLEAR REMOVE EXI5TING KNEE WALL < Ii w o x 30 KNEE WALL CEDAR WALLS AND 30" KNEE WALL GEILIN65 I� I BUILDING PLAN Iz �/IW NOTA: REMOVE EXI5TIN5 PARTITION " 6 1/2" b 1/2 `� I" WALL, TYP FOR SYMBOL I NEW 2bX 68 3'-1 1/2" 7'-2" b'-10 3/4" 7'-2" 2'-1" w LLI (2) 2x12 HEADER (2) 2x12 HEADER (2) 2x12 HEADER QN b'-O"� METAL SPIRAL �. REMOVE EXI5TING DOOR TYP N � FOR SYMBOL E - - - - - - T G TO GO '_�'� 1:. ; –I ----. - ................ .......... . ........................... -- ------ n I ......... : --_--_ __. - v ......_ NEW 5TAGKED 5TONE ............. CHIMNEY FACE W/ , t....,.. ..... ....... [....................W..W...I MANTLE : ... N j �...:::.. : _ N61- r... . �.... E I �c NEW X I I ,DIVING ROOM I �` OVERHANG LIVING ROOM ..___ 3.__..... INE F L_ BATHROOM J I I rn W �ATHROO ' I ABOVE L O - T:?"::: STONE FLOOR, CLEAR -"-.- TILE FLOOR -==_ CEDAR WALL5 AND -------_-�_--�j I _.._ . GYP BD CO S GEILING5 --) F WALLS : ..t.._....._............... � S _T_ \ I \. \\ \ (2) 2x12 (2) 2XI2 3 a (2) 2x12 5 oAeE NEW 4 X b HEADER I y HEADER HEADER BEDROOM i 13EDROOM STir` : 'I WASHER WOOD FLOOR G L L GYP BD WALLS bry DRYER j I I CO S c� v KITCHEN lull) I '� O O TILE FLOOR /A D D I T! N zw ' I O O CO S N GYP BD N WALLS I 5TREET ADDRE55: 775 MILL GREEK DRIVE o T `� TOWN: EAST MARION STATE: NEW YORK P05TAL CODE: IIg3q BEDROOM - REMOVE EXI5TING � LOTS 1000-135-03-35J REMOVE EXI5TING 3 9) WOOD FLOOR 5ITE NUMBER: N/A MILLWORK PLUMBING z � - 5YP BD WALL5 m \ FIXTURES --"-�----.__.___. NowT � REM L \\� �� Or"'L A N S ANU NOTES _. .. . _ VE HAN TW3046 G O R G TW304b ...... ,:�..-- --:,,i ��� ._i__" LINE OF �..._ ; ,, "�-_:::4�� ABOVE R PROJECT NUMBER: 2022-0021 +28'-4 I/2" "" AFI' �- 1: =. C,�y INITIATED DATE: 03/01/22 ...................._......_._ ._.......................................... ±34=0 i/2 (,...-.-v ........... ���1 • q r /J, ,� � ,�. �. DRAWN BY: SBA c�`` <� �,,� CHECKED BY: 53A FIRST FLOOR REMOVAL PLAN 2� 4 8� � PROPOSED FIRST FLOOR PLAN A DRAWING NUMBER: 2 ' 1000'k000"" SCALE = 1/4"=1 '-0" 1/4" = 1'-°" SCALE = 1 4"=1 '-0" Y o • OP NS ,. PAGE: # OF 7 CONSTRUCTION NOTES I 6LA55 8 ALUM RAILING I SYSTEM. COORDINATE STEVE AFFELT ............................... .................................... .................. ............................................................................. ............................... ................. i WITH OWNER GI GENERAL - REMOVE EX1571N6 FINISHED FLOORING THROUGHOUT. INSPECT SUBFLOOR, RCHITECT n I I REPLACE ANY DAMAGED PANELS. NEW WOOD FLOOR WHERE INDICATED. j I - B CONY ' I I CERAMIC FLOOR TIE r _SAL 2 ENERA KITCHEN AND BATHROOMS ARE 70 RECEIVE G G LO L G G L ! i i FLAT DECK EDPM GEMENT BOARD BASE. COLOR AND TYPE 70 BE SELECTED BY OWNER. _______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ....................................................................... i WATERPROOFING MEMBRANE W/ 63 GENERAL - BATHROOMS ARE TO RECEIVE M015TURE RE515TANT GYP BD IN ALL I ! PEDESTAL PAVER SYSTEM OTHER AREAS. PROVIDE TILE UP 4'-0" ON ALL OTHER WALLS WITHIN BATHROOMS W/ ! 3 I PHONE: (6931) 53-6333 PO BOX 7692 BASE TILE AND GAP TILE. G4 KITCHEN CABINETRY AND COUNTER ARE TO BE SELEGTED BY OWNER. PLUMBER 15 70 b'-O"(P METAL SPIRAL BALCONY AGGE55 GREAT RIVER NEW YORK 1173` MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUCETS, 51NK5, SHOWER TRIM ETC. ALL STAIRCASE TO COMPLY BRIDGE W/36" HIGH TO BE SELECTED BY OWNER. KITCHEN 15 TO RECEIVE BAGK5PLA5H TILE, SELEGTED W/R311.7.10.1 -- I METAL RAILING 510E BY OWNER AND INSTALLED BY CONTRACTOR. /' MOUNTED TO BRIDGE. G5 GENERAL - ALL EXISTING EXTERIOR WALL SGHEATHIN15 70 REMAIN UNLE55 DAMAGED I _ \ CONSULTANT: 66 MEGH ROOM 15 TO BE IHR FIRE RATED CEILING AND WALLS. DOORS ARE TO BE 45MIN BALCONY AGGE55 RATED. BRIDGE W/36" H16H NEW 57AGKED STONE Cl REMOVAL ALL REMAINING GYP WALL BD. NEW CLEAR CEDAR LAP BOARD WALLS AND METAL RAILING 51DE ON CHIMNEY FAGS W/ CEILING THROUGHOUT DWELLING U.O.N. FILL EXTERIOR WALL CAVITIES W/SPRAY MOUNTED TO BRIDGE. I - OPEN TO BELOW I MANTLE FOAM INSUL. EGUIV 70 R20 OR GREATER OPE p �v BELO ( CLEAR CEDAR LAP BOARD CEILING I I � f NEW 2XIO @ NEW 2X10 @ SYMBOL LEGEND KNEE WALL RR'S I6" O.G, RR'S Ib" O.G. ! ! ! NEW PARTITION GS NOTE TAG (FULL HEIGHT) ROOM I EXISTING GHIMNEY TO NEW RATED PARTITION ROOM TAG I I BE EXTENDED TO I COMPLY WITH R1003.q EXISTING PARTITION TO # NEW GYP BOARD PARTITION TYPE TAC- RECEIVE 11 NEW 2X10 ( � 5-1/4 X 5-1/4 GLULAM EXISTING PARTITION TO R I C� S RR5 Ib OL. I KING TRUSS, TYP OF (4) RELOCATED I f I ! ' REMAIN Idl SII' aQ EX15TlN5 DOOR TO X I CEILING HEIGHT mf NEW 2X10 @ DATUM RR'S I6" O.C. I REMAIN , ! T T PLOT PLAN i { � _= - = EXISTING DOOR/WALL 70 A-1 MARK5ErER ( I BE REMOVED SIO NEW DOOR i O CLEAR CEDAR LAP - I (5EE SCHEDULE) 4 A-1 2 IELEVATIO p BOARD CEILING ( Q u> i- O SMOKE DETECTOR 3 s xa T xa EAYE o - -- __ NEW VELLUX VGE 2230 SKYLIGHT ........................................ SAYE 1 .r....................! TILE ................ E......_.._....BATHROOM GLOSET 50 FLOOR G.................... ................r..—.F.-................t....._....._....... WOOD vo /jI 1 W-11 II ;n I 2 3'-q 1/2" 5'-8" q'-7 3/8" 5'-8 5/8" 3'-q 1/2" ±251-711 — - NO. DATE DESCRIPTION 01 08/26/22 155VED FOR REVIEW 2-2XIO 2-2X10 02 10/12/22 1550ED FOR FILING HEADER HEADER 03 02/08/23 1550ED FOR SGDH FILING 04 06/15/23 REVISED FOR TRUSTEE'S FILIN5 PROPOSED SECOND FLOOR PLAN 05 08/►2,23 REVISED FOR TRUSTEE'S FILIN5 06 Oq/2q/23 REVISED FOR TRUSTEE'S AMMENDMENT 3 SCALE = 1 /4"=V-0" F-----------------------------------------� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, I ir- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 1 I I I I EXISTING ROOF OVER PORCH 15 APPLY GRACE ICE AND I I 1 ( TO BE RE-BUILT WITH NEW WATER DAM A5 ROOF RAFTERS REQUIRED TO EXISTING 1 I ( AND NEW ROOF 1 1 I I ALUM FLASHING AT ----------------------------------- f- -f I j ......... { { KE d i BUILDINC I-- - - - -- -- -- - - - -- -- - -- -- - - - - - - - - - - - - - - - - - - - - - � f - - - EAVES L W NOTA �-{ - - a —«-. —— t 7t I / I ...< .........i 7.........� ,......... , ....�... _ ....( 1....... DOUBLE LINE INDICATES WALL L_._.. t L......_; . . ..,. j.... j......... I . . . _.. \ / BELOW -, ........... . \ / I { i-: l.......: ..... ( l I6 i r ...... I I.... r I i I , rv_ ! E ti ;� j... x— I:� t T ........... ..., - ,......... ,. ........ y.... 3 i...... I r ' s : r—'' F 1 ........., F �- ! _ , \ / 1 _ _< i , i E CHIMNEY 15 TO REMAIN Lu } y Y - ! \ / i a I I 1 .. i.__.. ......1 j... j........ . 1 ... t... l......' r- r I- \ / I ....< �...... J I ,....._ ....{ ........ - I; EXIST 2X6 @ ......... .... .........: ,.......; i... T— I X I 1 � (_.._: �_ � _._ �.".. ! � �..... `�..... R'S Ib" O.G. _-. r _ _< N. .... ... I.-t L j.. -'� ( "i / \ ......... ........ , i , ..... ( J } \ I -j- I'r m .,.. PROJECT NAME: r ( I t (2) NEW VELLUX VGE 22469 - �- t _... i / \ _ , ( NEW 2X10 @ _ -�_ W { rm NEW 2X10 @ __ _ ..... :..... I I �� �.... -'. ......, / \ SKYLIGHTS ( ..... { r RR55 Ib" O.C. " s I L I . __...., ! ,.._., ;...... RR 5 Ib O.G. . -,-< �---< ----� �I �-� 1 {( ;< 4 I } fLAR , I I j,. I i r i i i I I I t � � AIR D& DITI ` N ,........ .......... y........ .........., ( C... ...1 Iy, ! h s I6 i _. �......_, — _� �_....r....... / \ EXISTING ROOF OVER ;.-3_p ( _. ...... __: � ._._j,. _... I I ( -_� fi (..... t- _. - _ {{ / \ OUTDOOR STORAGE 15 TO _t .... � , c._. ' _ '.......{ ......: STREET ADDRESS: 775 MILL GREEK DRIVE I I ( L......! .....� / \ _1 _ ..... 1 11 REMAIN , 70WN. "I.-�.�.. EAST MARION ........ �. I L.' t.... j........_I STATE: YORK / \ I _j NEW VELLUX VGE 2230 / \ i F05TAL GODE: I. . I I.....; SKYLIGHT ....._ ! . r......_. � _ __.� _ _....� �_..I! 1000-135-03-35.1 - `( "- ^.._ LO751 ... EXISTING ROOF AND ROOF I a i.....:` 1........ ` _ I....... / \ _ _,..,.....'_ h _.1.........�._.._,_ _ _� 51TE NUMBER: RAFTERS ARE TO BE REMOVED. - W { a { ,..,_.. ._� �_ �. �.. I__ NA ... l L.........; .......:....... I / NEW SECOND FLOOR AND } I j ;.........I �........, I. . I............ ........ ......... .......... —! -; / \ I �.. : �... 1 016, A-FRAME ROOF TO BE ...... ; ....., y...._`, y r � f..... - r.... 2 { , C TI / \ , k - - - - - - - - - - - - - - - - - - - - - - � INSTALLED f........... I... N I t......... f y — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — x ' _ }.__.. .._.._, . ....._ _ ......... ANU NOTES ........ ( L...... �... - - i ! ! iz r r r r r r r r s r r r r r r r r r r r r r r-�r r r r r��r r r r r r r r ' r ,� _. ._...... _� 1p_ : ! , t m CONT. RIDGE VENT W/ OEd�� PROJECT NUMBER: 2022-0021 INSE GUA B tij INITIATED DATE: 03/01/22 �J q�fi '�0- DRAWN BY: 58A cow �„� CHECKED BY: 5BA FIRST FLOOR ROOF REMOVAL PLAN PROPOSED SECOND FLOOR ROOF PLAN 2' 4 g' - DRAWING NUMBER: 1 2 1 1) A- 1 0` 1 Oft' '0 h fflou SCALE = 1 /4"=l '-O" SCALE = 1 /4 =1 -0 1/4" = 1 -0 °,:(76 . ajr N PASS: # of 7 T.O.RIDGE _-__---------------_.._..._..----_____ _.____._ ----______. _—___—....._._..._.___ __ .._.___..___.__._..._.._.,— _ ____.._..___.__..__...._.._.._.._............._...............-__..___.—__._.... T.O.RI06E,k 1 " g-1 ______,___._...__...._._.._.__....._.----__.—..__. ______.___._._._.__...___._________ ........... .............................................................................. ..................................... ...................................................................... ... ................................................................................................. ..,.,.................... ................................................ __.._._...__._ -...__. _.__----__�. ___..._._.._.________......_ ! STEVE-__...._.._..._..._...........__..—. ............................. ..... .......... .......... i __...._...__.._._._._....._..._. __..........._.._.._._........................._...._....._....__.............._ _........_.._.._.........._......_.._._......._ _.____-------------------_.__ _.____.._._._. _---- _-_._ EXI5TING GHIMNEY TO . ..... EXI5TINCHIMNE( TO ram 3 BE EXTENDED TO BE EXTENDED TO A R C"o" H I T C T COWL(Y WITH RI003.q _ — — .._.... — ........ _ -- ......--:................................-.::.::.-. -.::....::::::.::::::::............................... : .:.::::........................-.::. ::::.:::.::..::::::-:::::::.::.-- ! p L ................................................................. ...................... COMPLY WITH RI003.q i; I ...................................... ......................................................................................................................................................................... l: _..__..__........... ____._.. .__.........___. ._..._._ _._:__________... ..:........_ _. _..___........_-... PHONE: 631 553-6333 ;, 'E _.. 12 ......... _..—...__......... __.._._-.__.._._..___....__.._..........................._._........_..............._.._......_......__._...___.__. .-.. _____ _____—_ GLASS . ALUM RAILING _._.._.._......... ......._ ____......_._................__...._.._. __._..________ PO BOX 762 SYSTEM. COORDINATE 8 D 8 B B 8 Q _ _ _ __^_.,__.__..._-_ -- .. WITH OWNER OREAT RIVER, NEW YORK 1173a .... ................... ................................................................................... ............................................ B.O.2N1?FL WINDOW HEAD ____._....__.__---__------ ---- _ ___.. _......................._.....___.._.___.____..__.___ _..._....___......._..............._.__._.. B.O.2ND FL WINDOW HEAD �j „„. _..................................................--................................_.......................... ....._.__..._._.___._—.._._..._._._____�._____ _ _ ......._ _ _ LAll :: � FLAT DECK EDPM - /';, WATERPROOFING Z N ot MEMBRANE W/ CA TW3046 TW3046 4� 4� � PEDE5TAL PAYER 5Y5TEM FIN15HED 5ECON12 FLOOR FINISHED 5EC.OND FLOOR 2 9'0-1/2” q'0-112LA Ll EXISTING B.O.20 FL WINDOW HEAD ;moi ::::::::::c::ce--':__;_::::::::cWcc w- - 6-Pl All s O / :.:, � / ,;: E� ii 'i%."i;is :. �idf � Rm �c>, � ' TW3046 TW3046fir%;. - EXISTING Al EXI5TIN6 , OT PLAN FINISHED FLOOR ELEVATIO EXISTING FINI5HED FLOOR ELEVATIO O'_0 O'-0" I I i GRADE NA_RIESJ ,� I =I 10-U2' - I-----I I I ! ! — 1=17 0==n==0o I --------- - -- ---"7-- — ———— ——— — ——— — — `———— — —— — — — —————— 00==00 Dao=00 --- - -- -- -- - - - - - -- - ----- C- -- -- - - - - - - - - -- --- -- ---- - - - - - -- - - -- -- - � a00 U o0==00 ono=n0 000000 00==00 =00==0a 00==00 00==00 WALL GON5TRUGTION ALUMINUM LEADER5 AND GUTTER5 5/4" X b" WOOD FA5GIA WRAPPED IN ALUM. NO. DATE DESCRIPTION PROO" POSED FRONT ELE ATIO' la"ll Z)I w E (S'0 U T H) ELEVATION VENTED T$G BEAD BOARD 5OFFIT5 01 08/26/22 155UED FOR REVIEW OVERHANG (5EE PLANS) 02 10/12/22 155UED FOR FILING VINYL 51DIN6 COLOR AND 5TYLE TO BE 03 02/08/23 155UED FOR 5GDH FILING SCALE 1 /4" = 1 '-0" SCALE 1 /4" = V-0" ROOF CON5TRUGTION SELECTED BY OWNER NEW ARCHITECTURAL ROOFING R3 RI610 IN5ULATION 04 06/15/23 REVISED FOR TRUSTEE'S FILING NEW 30# FELT PAPER AIR BARRIER 05 08/12/23 REVI5ED FOR TRU5TEE'5 FILING NEW 2"xl0" ROOF RAFTERS @ 16" o.c. EX15T1NG J" STRAND 05B PLYWOOD O6 Oq/2q/23 REVI5ED FOR TRU5TEE'5 AMMENOMENT NEW 2"X1211 RIDGE SHEATHING NEW 4X6 COLLAR TIES ® 64" O.G. NEW 2"X6"WALL 5TU05 @ 16" O.G. W/R23 NEW 211X1011 CEILING J015T5 @ 16" o.c. ROCK WOOL IN5UL., �" GYP BD NEW CONT. RIDGE YENT5 EXISTING 2"X411 5TU05 @ 16" O.G. W/EXISTING EXTEND ICE 514EILD 24" HORIZ DIM FROM IN5UL. EGiUIV $ 1/2" GYP5UM 130ARD ALL EAVES, VALI_EY5 $ JUNGTION5 EXISTING WALL5 $ CLO UNLE55 NOTED W/BATT IN5UL. EGUIV TO R4q OR GREATER ANDERSEN WINDOW5 (WHITE) BETWEEN 625 T.O.RID6E ...................................................... ................................................................................................................................................... ..... .. ............... ... ......... ......................................................... ......................................._ T.O.RIDGE �UILDINC FLAN REVIEN NOTE: 25'-a" .................................... .--- ............ ............................. .... ............... 24 -9" EXISTINGCHIMNEY TO ______ ...__..__.._.._ __ ........__...........__.-..........__.....__........................ ............................._.................................... ........................_............................................................. _ .. _........__.. BE EXTENDED TO ....................... COMP Y WITH RI003.a _... .__..._.._._..___ _ ..................................._._._._._. __ CUSTOM �..'-�%, h`' CUSTOM _.---------------..._.._.................._.._.__.__............._..___ _..............._.................___._....._.._.__._._. ..................................... ................ .................................. .........................-.......................................................... ......................... ...................... ... . . r" ..................._.................. ._ . ,.....GLA55 $ ALUMRAI INC _................................ ..........................__...... ............... .....-......._......................... .,._....-_.-_ . 5 5 . COORDINATE — .__. _ _,_ _____.._________.__..__.....__.._...._...__.._........_______..............................................__ CUSTOM " '%" UST WITH OWNER G O AA r..,,,, 12 . .............................. M i,; //... ;.., GLA55 ALUM RAILING ro SYSTEM. COORDINATE WITH OWNER . FWH31685 FWH31685 FWH3168S FWH3 bBAR ...I ..................._____................_.--_.- ._-____......__ ___ ^___.............___....,__..._,._.^.._.......^_...^ _.._ .__...,,_--_......... _..__.______..._....._..__.._._...._.___—_._..._....._............______._. B.O.2NO FL WINDOW HEAD FLAT DECK EDPM _......._............................................... _.._................................................................................... _....................................................................._............._......_..... _............................. B.O.2ND FL WINDOW HEAD wo , WATERPROOFING ................................................................................................ .................................................................... / , ................ _...._.. _.......- _ ._ ........_._._. .__ _..__...__.............__.____............._.......____. ___._.................____... lm , ,, , ; MEMBRANE W/ mil%. i, i ,i/., „// s. ,,,.. SYSTEM NO ,r. — _ - /,:, //I'm 1 i .' I FLAT DECK EDPM �p ___..__......_.____.._______._ .._......-..____.—. ---.__,_,_ _ __._..__._---_._�__.____. _ V=4 /jNATERP MEMBRA�W/N N N PEDE5TAL PAYER SYSTEM \ �\ x FINI5HE9 5EGOND FLOOR TO-112"v FINISHED SECOND FLOOR PROJECT NAME: TO-112 is .......... ..... ...:........:.................................. ........ ...... .......... ........... _................................................... HEAD ////// 'voi..s 'ss:wm4%.w;e i %%//%/ i rrri.. f i5' ,i% _ _ _....... — B.O.2V FL WNPOW / ,omml ,�.;/ :: /Viii, �' /�% /.:///„ � B.O.2ND FL WINDOW b .s, �, is :i :� � rm-'yic,>•�w / � Y i//., i. '//i;, is �;lf. / i.,�.. / i J, /, vi. i r /, a is / .,/e .,/ i,,;, /„ ,/ ".% is is ,..:., ,, %� rii,,<, : E �, / r, /a/,�, .ice„ .,, ir. ,,.. ,. .. .�/ ...";:s rr,. %//,.i.. :/. /�: :a,,, /r„ i/,, �-., �: v: , E : /5 / 5TREET ADDRE55: 775 MILL GREEK DRIVE EXISTING ; _-;; EXISTING ' ;,, EXISTING .EXISTING EXISTING - _-; ' d, is `fl ,,,.,,,, „°' GI3 Vol � TOWN: EAST MARION i ///:<,. :� ,/i,', is/., -----..... -- /, % STAT i,. NEW � ,,,: YORK G moi; � /.. / ' /. v NEW TW2I046 / XI IN ,,. E ST G / ,-G/ v is ,v,D/.ii,,.,,. .�irr., <, , ,�ioi/,,,./a//ro: .,� �,f ;;'r>, f! asi%//r.�:: • .:..:......:.......... ......: ,................:................................................._ �.-............................................................: POSTAL GODS. IIg3q FIN15HED FLOOR ELEVATIO v FIN15HEP FLOOR ELEVATIO1 LOT5 1000-135-03-35.1 01-0" 11 FWH5068APLR o'er" 51TE NUMBER: N/A El UI L D I L I I t t I D Ar? PROJECT NUMBER: 2022-0021 ��/ INITIATED DATE: 03/01/22 q�� DRAWN BY: SBA - -- - --- -------- ---- -- -- - --- - - - -- - -- - --I I - - ----- ---- - -- ---- --------- -- ------ --- - -- - - - - I � �'.a ` '�� —Z - - - --- --- - - - - --- -- -- - ------- - - -- -- - - -- � .a .->< CHECKED BY: 55A -- -- ---- --- - --- ---- - -- - - - - ---- -- ------- ------ --- DRAWING NUMBER: E L TI1- 5 --- RTH) E ` uu13 Am/a., SCALE: 14" = 1 '-0" SCALE: 1 4" = 1 '-0" -7N 0 ' V1 / / Of N �� PAGE: 6 OF 7 STE'VE 'A" FFELT CONT R(1?6E VENT T.O.R105-E,4, 2X14 RIDGE BOARD EL:25Q�_) Cy" , Yr T.O.El— " HITEC' 1 y 2 ARow li PHONE: (631) 553-6333 5-1/4" X 5-1/4" OLULAM PO BOX 762 5-1/4"X 5-1/4" 67LULAM KING TPJ)55 (2) NEW VELUX CLEAR CEDAR LAP KINGTRU55 OREAYORK 1173qT RIVER, NEW VOE224(9 v Z__ 0 5K'rLl6HT AIR 5AP BEHIND IN5ULATION BOAR05 ON KALL5 x N f3ALGON'(ACGE55 R30 (1-114" TH) ROCK WOOL IN5ULATION :K � AND CEILLiNr_,5 c BRIDGE K/36" HIGH NEW VELUX METAL RAILING 510E GON5ULTANT, VOE2230 MOUNTED TO BRIDGE. 5K(LIC7HT .. . ........o 13 B.O.2W FL Nfli HEADA B.O.2ND FL NWON HEADj� EL:15'cl-1/4"'v 15,q--1/4,,y -CABLE RAILING 5(5TE-M BEDROOM z 1z t 1z CN --PEOE5TAL PAVER BEDROC CLEAR CEDAR LAP 5(5T*EM OVER EOPM E30AR05 ON WALLS ANDEAVE ROOF SYSTEM EAVE GEILLIN 6-75 FLAT F1Nl5FfD_';ErOND FLOOR gj4 -ED SECOND ON9 FLOOR Emi bd 1 11 ELq'0-1 77 NEW 2XI0 FJ5 @ NEW 2XI0 FJ5 @ NEW 2XI0 FJ5 @ Ni 2X�3 RR5 @ 161, O.G. 161, O.C. 1611 O.C. 0.0.21"iV FL WINDOW HEAD 16 O.C. B.O.ZO FL WINDOW HEADj, EL: 6�-,5"y h 2 6-0"1 METAL 5PIRAL 5TAIRCA!5E TO COMPLY PLOT PLAN \Z K BEDROOM LIVINO BEDROOM BEDROOM KITCHEN REAR PORCH ROOM \Z Q) z FINISHED FLOOR EL20"T1 FIN15HED FLOOR ELEVA191 EL: _(� 71 EX15T 2X8 FJ5 @ EX) 2X8 FJ5 @ EX15T 2X5 FJ5 0 I(q O.G. 116911 O.G. 16,10.6. ORAVE GRADE EL: -1)1 ........... ------ .... ......... .. ....... NEkq NEW 5,500 P51 EXCAVATED NEW 3,500 F-51 I F 1:9 1 a I F NEPq id I I— EXCAVATED BASEMENT CONCRETE &" TH CONCRETE &11 TH L . ..... BASEMENT CONCRETE FOUNDATION d�I =III= �l — CONCRETE FOUNDATION KALL J^V#4 VERTICAL ____�'-NEH 3-1/2'1 LALLr MLL W#4 VERTICAL BARS, @ 32" O.C.if #4 BAR5 @ 32" O.G.$ #4 COLUMN W 24X24"12" HORIZONTAL BARS, @ 16' HORIZONTAL f3AR5 @ 16" P.C. FOOTIN6, TYP ..........1 :;� ", I O.C. O.C. ]E! Mi I BMEMENT BA5EIi EIEV EL. EL: -6�-i NO. DATE DESCRIPTION i-=l i i I I L li::: 11 111„ III1-11 �Ej I I—= 177 77--- 01 OtW(9/22 155UED FOR REVIEW NEW 3,500 P51 20"X8" NEW 3,500 P51 20'1 02 10112122 155UED FOR FILING CONCRETE FOOTING CONCRETE FOOTING 03 02101 155UED FOR 5GPH FILING W 2W KE( AND #4 W 2W KE(AND #4 04 06/15123 REV15EI? FOR TRUSTEE'S FILING E3AR!5 @ &" O.G. f3AR!5 @ O.C. 05 05/12/23 REV15ED FOR TRU5TEE5 FILING 06 Oq/2i REVISED FOR TRUSTEE'S AMMENDMENT m r KOPO'SED SECTION THR"OUGH BEDROOMS rK%JP 0 S E 01 S"' E%Co"'T I"1104%N T H R 00% U(.".�h' H L I sv'I N G R 0" 0""M pI SCALE 1 /4"=V-0" SCALE 1 /4"=1 '-0" T.O.Rli 2X14 RIDGE E30APD EL; 25-Ty BUILDING PLAN REVIEN NOTE: 5-1/4" X E-114" OLULAM KING TPU53 1j SEAL 5'(P E30 TO END • STUDS N/CAULK, TYP MIR ax Y// AIR OAP�BEHINP IN5ULATION T R36 TH) ROCK WOOL IN5ULATION TAPE ALL DRYWALL INSULATED SEAMS CEILIN621ATTIG 01 SEAL PENETRATIONS OV Alo THROUGH END STUD W o SEAL 67(P E30 To TOP 13.0.20 FL WINDOW HEADj, AIR TIGHT FOAM PLATE J^V CAULK, 7YP Fl:15'q-114"Y p-­ SEAL PENETRATIONS SEAL GYP E30 To X THROUGH TOP PLATE W 25�� BOTTOM PLATE W f3ALGON'( AGGE55 AIR TIGHT FOAM -2E W 36" HIGH MY', CAULK, TYP BRIDGE im 4 METAL RAILING 510E tww/ Z r- /N 5E. "A MOUNTED TO BRIDGE. N, /W FIN15HED 5ECOND FLOOR d4 Nil CLEAR CEDAR LAP BOARD5 ON HALL5 AND 5AITCHE5 ON INTERIOR WIN67 ROOM CEILLIN65 B.O.2149 FL Nl� HALLS 00 NOT REQUIRE PROJECT NAME: EXTERIOR HALL SEALING 6-0'41) METAL 5PIRAL Of A W A A Rff RAU A R W/R311.7.10.1 TYP END' ALL SEALINNG 5TAIRCA_5E TO GOMPLr LLE "I ILL REAR PORCH :t (BEYOND) �-30" KNEE KAi SCALE 3/4"=1 '-0" A Ali L 1 AUDITIU11`1111111 A t OUTLETS ON INTERIOR WILLS 00 NOT REGUIRE 5EALIN3 5TREET ADDRE55: 775 MILL CREEK DRIVE TOW FULL DEPTH INSULATION OVER AIR-TIGHT IG RATED AIR 7HT EAST MARION F11i FLOOR ELEVATie& LIGHT FIXTURE LIGHT FIXTURE CAN STATE: NEW YORK EL: 0'1 11 (ASTM E-2&3 AIRTIGHT WIRE CONNECTION 5 CODE: EXIST 2X(5 FJ5 @ EXIST 2X5 FJ5 @ EX15T 2X5 FJ5 @ FROM JUNCTION BOX TESTED) LOTS 1000-135-03-35.1 11939 161, O.G. 161, O.G. lb" O.C. BOTTOM PLATES ON ........... -110-112 N/A IIIEll I F SITE NUMBER, p� INTERIOR ki 00 v NOT REGUIRE 5EALINO tS U N k7 b (iii U b N "WILN"Ho' sloft OwEAPPIN-TIA EXCAVATED NEW 3,500 P51 NEkq CONCRETE &" TH BASEMENT 0 A CONCRETE FOUtVATION DETAILS WALL W#4 VERTICAL NEW 3-1/2"1 LALL( NU COLUMN N/24X24"12" ........ BARS @ 32" O.C.if #4 O.G. INTERIOR RECESSED HORIZONTAL DAR5 @ 16' P.C. FOOTING, TYP 5EAL LAND OR'(kqALL AND CAN INTERIOR HALL 14,16 HITH A G7A5KET IF LICW5 00 NOT REOUIRE D A PROJECT NUMBER: 2022-0021 5EALIN6 =I REGUIRED BY MANIF Ir 03101122 _' -T_I-II 'T_ -4-1 11 1 11 77=1 1 1=1 I 1_1 I 1=1 I 1= —1 INITIATED DATE: I — , 1�-- 1 ,L FOR RATING q DRAWN BY: 55A co ;A CHECKED f3(: 5BA A DRAWING NUMBER: 7R'R" 0 V %.7 KUU k�i A K L; b H UK A N IM KUU`Q T r rilli "" r% W ALL SE L11"G PROP00"' SE!"J'A' SECT100' s THr"" I "aftsm Ll% 'FIN #-w# mjm& o%m A AIR ("�'i E I L I N T P% E Eo*SED LIGO ITS T"'m I "TERIA A Aft a& Ah Ark ft 2 5 fam -a ffluu SCALE 1 /4"=l '—O" SCALE = 1 -1 /2"=V-0" SCALE = 3/4"=V-0" 760 /A Muo Op NVQ,,, PACE: 9 OF 7 ALUM DRIP EDGE STEVE Ar" FELOF X—OVER 5HEATHIN6 AND . ..... BEHIND MOULDING RIDGE CAP TO MATCH ROOFING '' R(".ho' HITECT C, C �f NEW CERTAINTEED PVC MOULDING SHINGLES 2X2 BLOCKING ADJUSTS FROM 0" TO 112" PER FT. OF SLOPE COMPENSATION. 5IMF50N HURRICANE STRAPPING CONTINUOUS RIDGE VENT PHONE: (631) 553-6333 V, PRESCRIBED NAILS ROTATE WITH PRE- ',i WITH INSECT SCREEN >< . j X 3" 6ERTAINTEE1? PVC, FASCIA BO It PO BOX 7692 BOTH 51DE5 A5PHALT ROOF 5HINOLE5 GREAT RIVER, NEW YORK 1173q OVER EX15TIN6 30# FEL EDGE RAFTER 05D PLYWOOD PAPER. 5T-RANO 5HEATHINO CERTAINTEE0 5101NO OVER AIR FINGER TA BARRIER 17-11 GON5ULTANT.- LL' L.LLL, L LL- -L.LLL.L L-L L A SIC A A ODE T A I L RAKE FA n H F] SCALE 1 "=V-0" �5 4—T 112 PER F FINGER TAW5) MAPLE HANDRAIL, 5ANPED AND CLEAR COATED W POI URETHANE POINT BOTH FINGER TABS DOWN HILL ROTATE 015G5 IN RELATION TO EACH OTHER FOR MAXIMUM SLOPE COMIFION. TO 6OMPEN5ATE FOR AN APPROXIMATE -7E (0-4%) OF SLOPE. RANGE OAK WOOD NEWEL P05T !5ANOED I$ PLOT PLAN PAINTED WHITE VB LEVELING 13A5E!5 FUNCTION A5 TWO L04 LEVELING 01505 WORKING TOGETHER AND ATTACH TO THE BOTTOM OF VER5AOU5T PEOE5TAL5. 2 L04-5 MAY BE 5TACKEP BELOW THE VB LEVELING BASE IN ORDER TO COMPENSATE FORII- ALTERNATE 5IMP50N HURRICANE AN ADDITIONAL 0" TO 112" PER FOOT(0-4%), PROVIDING A MAXIMUM OF III PER FOOT 0%) 5LOPE COMPENSATION. CONNEOTOR5 AT EACH RAFTER RIDGE BOARD A5 PER PLAN RE-INSERT REMOVED TAE35 AND ADHERE IN-BETWEEN DRILL SIDE HOLE, INSTALL WASHER PAVERS To MAINTAIN PLACE BII FLEXIBLE RUBBER 5HIM5, WHOLE AND NUT TO SECURE NEWEL P05T TO RIDGE VENOT DETAI L PAVER(5) SPACING (TYP) 5EE NOTE 4. OR IN 5E6,MENT5, UNDER THE PEPE5TAL IN ............ FLOOR. PLU6 HOLE W PqOOD TO A 5TAIR STEP FASHION TO GOMFEN5ATE SCALE 3"=V-0" MATCH VERSADJUST PEDESTAL(5) TOP OF NEW DECK OP OF PEDESTAL FOR5LOPIN62 5U55TRATE5. U5E NO MORE ROOFING OR WATERPROOFING PRE-DRILL NEWEL POST IN CENTER CAVITY HEIGHT THAN 2 5HIM5, AND ADHERE THEM TO EACH HCl . I ��1:.. MEMBRANE OTHER WITH CONSTRUCTION ADHESIVE.FROM BOTTOM FOR LAO BOLT MAX GAP 10' WIDTH VB 5LOPE COMPEN5ATION AT PERIMETER (T(P) ADHERE 5HIM5 IN WOOD FLOOR EDGE 5TRIP TYPICAL 40 F51 BEARING 5URFACE VERSADJUST PEDESTAL PLACE WITH UPSIDE-DOWN SLOPE TO DRAIN IN!5ULATION PLACED UP51DE POLYURETHANE DO NOT ADHERE TO SUBSTRATE PV TAa5 REMOVED ROOF DECK CONSTRUCTION RADIANT HEATING GROOVED ADHERE MULTIPLE 5HIM5 ADHE51VE NO. DATE PE-5GRIPTION PLYWOOD 5IJ5FLOR TOGETHER UNDER PEDESTAL PERIMETER PLACEMENT W/ CANT STRIP B1 is UNDER VERSADJUST 01 012 ISSUED FOR REVIEW 02 10112122 155UEO FOR FILING ADHERE WITH 03 02108123 155UEO FOR 5GOH FILING J'I LAO BOLT WITH THREADED ENO POLYURETHANE 04 0(9115123 IREVISED FOR TRU5TEE5 FILING VO�, CONSTRUCTION 75 08112123 REV15EO FOR TRU5TEE5 FILING PqOI FA561A TRIM PAINTED WHITE 011 FLEXIBLE 5HIM5 MAY ADHE51VE Ob Oq/2cf123 REVISED FOR TRUSTEE'S AMMENPMENT E311 FLEXIBLE RUBBER -5HIM5 MAY BE BE PLACED ON TOP OF NEW LAP 510IN5 W AIR V\ PLACED ON TOP OF EACH PEDESTAL TO PEPE5TAL5 FOR MINOR BARRIER OVER EXIST NEW (3) 2XI0 FLUSH HEADER W DAMPEN THE SOUND OF FOOT TRAFFIC. LEVELING OF PAVERS WITH MAY BE OUT 5HEATHINO ON WALL STUDS INTO 5IMP50N J015T HANGER 13115 MAY E31:USED WHOLE OR CUT INTO THICKNESS VARIATIONS. . . . . . . . . . . . . W RICI INSULATION SEGMENTS FOR SHIMMING. SEGMENTS U5E NO MORE THAN 2 L 2X3 5OFFIT BRAGINO @ I 5HIM-5, O.G. K/ VENTED VINYL 5OFFT LINE OF GEILINO BEYOND NEW 6(F E30 BELOW BRIDGE J015T5 HEADER A5 PER PLAN B11 DETAIL B1 Is ON TOP OF VERSADJUST • AZEK TRIM OR EOUIV ALUM DRIP EDGE A INTER100' R RAILION"(36' OU" ETAA IL KL)UF UEUK PEDIS'"I"AL UP" ETAILS BUILDIN5 PLAN REVIEN NOTE: BUTYL WEATHER PROOFING 2 WRAPPED AROUND WINDOW SCALE = Y=V-0" SCALE NTS ANDER-5EN WINDOW 5T'(ROFOAM AIRFLOW BAFFLE PAVER NEW A5PHALT ROOF 5HINOLE5 W BOTTOM OF METAL CONTAINMENT 30# FLET PAPER OVER EX15T 112" MAY BE BENT OR CUT ABOVE FA5TENER5 PLACED AT A* * A • A JOINTS BETWEEN PAVERS 053 5TRANO PLYWOOD 5UE35TRATE TO ALLOW WATER TO A * A A 5HEATHIN6 E5GAPE. METAL CONTAINMENT MU5T WINODOW OM' EAD DETAIL FULLY CONTAIN PAVER5, AND MUSTiI TIE BACK IN TO A BUILDING HALL LEDGER BOARD SCALE Y=V-0" 5EAMLE55 OR PARAPET. STAINLESS -2E ALUM GUTTER THO PIECE E06 E77--�' .......... STEEL OR METAL DECKING 5A. 6ALV. OR ANDERSEN WINDOW 22 C - i ............. PRE-FIN15HED METAL . ........... TTF CONTINUOUS EXPANDING IN5UL 514X(q FASCIA FOAM AROUND WINDOW E30ARO PqRAPPEO PROJECT NAME, IN ALUM Eff A M A RAF V*.ALJ AR AZEK STOOL ILL VENTED VINYL SOFFIT APRON TRIM OR EGUIV PROVIDE CONT. BEAD NEW LAP 510INC-7 W AIR BARRIER ADwU"h' ITI OF SEALANT AT OVER 053 5HEATHIN6 ON WALL CUTTER 5TU05 R3 RIC210 IN5ULATION BLOCKING AND GYP y BUTYL WEATHER E30ARO AGAINST 5ILL STREET ADDRESS: 775 MILL GREEK DRIVE .......... PROOFING PLATE . ..... TOWN: EAST MARION -E: WRAPPED AROUND 5TA7 NEW YORK KNOOPq P05TAL CODE: 03"1 LOTS 1000-135-03-35.1 R161P BOARD .......... SITE NUMBER: N/A IN!5ULATION, MIN R-3 BUILD& Ilk' NEW LAP 510IN& W AIR BARRIER OVER UUNSTUCw Urm J" 058 5HEATHIN6 APPLY CAULK AGAINST PLATE5 TO SEAL C2(P E30 TO WALL TO CREATE AIR TA I L S" ON WALL 5TUP5 W SPRAY FOAM BARRIER. REFER TO AIR BARRIER DETAILS 02 ETA L ON EN-0 D PROJECT NUMBER: 2022-0021 2 A IN PATE: 03101122 DRAWN E3-(: 5 IE33 A CHECKED BY: 53A L I RI 'WI DRAWING NUMBER: S! I U U b A m DON EAVE DET IL KUUF I U` Um' ko`7' E 0 U` MAIL w I W ` ILL U` ET IL K V A 2 2 SCALE = 3"=1 '-0" SCALE = 1 -1/2"=V-0" SCALE = 3"=V-0" X 7 6 A-NI A 5 0`0• 0 Op NS\14 PAGE: 10 OF I MEMBER 1 _ � ENERGYGUARD ROOF \ PRIME MASONRY \ SwIVE AFFELT INSULATION RUBEROID /6AF&LA5 FASTENERS APPROX. 24" (610 mm) O.G. MEMBRANE \ A R(C� H I T E C T ------- SEALANT - GONTINUOUS BEAD , RU13EROID 5MOOTH MODIFIED BITUMEN FLA5HIN5 MEMBRANE FASTENERS MAXIMUM 8" (203 mm) O.G. FOR PHONE: ((931) 553-6333 MINIMUM 12" (305 mm) LENGTHS UP TO 12" (305 mm) AND 4" (102 mm) O.G. FOLENGTH5 ABOVE 12" (305 m \ PO BOX 762 R m) BASE/PLY 5HEET(5) ;1 GREAT RIVER, NEW YORK 1173a ENERGYGUARD GANT STRIP - SET IN BITUMEN (2) ",P A325 GALV 5TL 7HREA ED NAI 6 m O G 5TA66ERED - SAND LT5 L 3" (7 ) BOLT5 HU 11/2" WA5HER 2" (51 mm) WIDE GLIP APPROX. 50" (762 m ) O G m , - ,��_ �I o � (2) 2X6 WD COLLAR TIES CONSULTANT PRIME BOTH SIDES OF FLANGE AND SET IT IN ROOF o m i f". \ „'•,. ;•; MB, GOLD MB, 5A MB, OR BUR, SET RUBEROI D / GAFC LAS BASE FLASHING l GEMENT ON MOP EON PRIMED FLANGE IN HEAT-50FTE-NED MEMBRAN \i TORCH APP AND HEAT-WELD 555 5Y5TEM5. RUBEROIO / GAFGLAS MEMBRANE 511 z BASE/PLY SHEETS \ (102 Milli MIN ENERGYGUARD ROOF INSULATION \ (I) 5-114"X5-114" GLULAM COLLAR \ TIE5 CONTRACTOR TO VARNI5H N / ® DO.N....__....... ._.........._....... _ ._... _ DECK _____..�______...._..___....._............... i N i j -- \ � i - \ PLOT PLAN GUTTER FA5TENE0 TO WOOD 1 n, BLOGKING NOTE. —WOOD BLOCKING I. WHEN PARAPET WALL EXGEEDS 24" (610 mm) IN HEIGHT, REFER TO DETAIL MB/BUR 6 11, HIGH PARAPET WALL. 2. MA5ONRY WALL5 TO BE PRIMED PRIOR TO FLA5HIN6. WOOD WALL5 REQUIRE BASE 5HEET NAILED TO WALL 8" (203 mm) O.G. ALONG TOP AND LAP5 AND 5" (203 mm) O.G. THROUGHOUT THE FIELD OF THE BA5E 5HEET ON THE WALL. \ /j.. NOTE: -- 3. BASE FLA5HIN6 ON ALL 15- $ 20-YEAR GUARANTEE 5r5TEM5 MU5T HAVE A BA5E PLY. REFER TO FLA5HING 1. BASE/PLY 5HEET(5) TURNED OVER EDGE A MINIMUM OF 1 1/2" (35 mm) OR THIOKNE55 OF NAILER, WHICHEVER 15 GREATER. MEMBRANE APPLICATION AND FLASHING SPECIFICATION PLATES. 4. 5EALANT AT TOP OF 5URFAGE-MOUNTED COUNTERFLA5HING 15 A MAINTENANCE ITEM AND MU5T BE MAINTAINED THROUGHOUT THE LIFE ! ,i:.'`•"'" -- '" 2. FOR DRAINAGE OVER EDGE, USE METAL WITHOUT GRAVEL STOP LIP. OF THE ROOF TO EN5URE A WATERTIGHT 5EAL. L T U I L I , SCALE 3"=l '—O" 3"=l '—O" — " SCALE = 3"-1 '—0" SCALE = 3"=l '—O" No. DATE DE5GRIPTION — Of 08/26/22 155UE1? FOR REVIEW 02 10/12/22 155UED FOR FILING HARDWOOD FLOOR $ 03 02/08/23 155UED FOR 560H FILING PLYWOOD SUB FLOOR 04 Ob/15/23 REVISED FOR TRUSTEE'S FILING BEAM, 5EE PLAN 05 08/12/23 REVISED FOR TRUSTEE'S FILING 06 Oa/2a/23 REVI5ED FOR TRU5TEE'5 AMMENDMENT _._._ _._._.._............_...._._...._...._..............._._._.............._._._..._._...._...._._.._._. .. __._..._.._............. _........_......_..� _....._...._.__._.._...__ _.._..._ FJ5 5EE PLAN-__:.�_.._..___.... ...................._-. .... ... b"X8"XI/2" TH 5TEEL PLATE 3-1/2"(P 5TL COL, 5/Ib" TH 3/811 { -- • `t ( T (1) 5-1/4"X5-1/4'" GLULAM COLLAR -- TIE5 CONTRACTOR TO VARNISH BUILDING FLAN REVIEN NOTE: j Do NOT PAINT / ` = 3-1/2"(P 5TL GOL, /I6 TH B W/ 1-1/2 2 "� A325 LV 5TL THREADED OLTS 11 WA5HER5 AND BOLTS 8"xb"xI/4" THICK STEEL BA5E NEW WINDOW (BEYOND) PLATE W/ 1/211 DIA. x 12it LONG 3-I/2"� 57L COL, 5/ib TH 8 3 11 / ANCHOR BOLT AT EA. CORNER , DOUBLE RAFTER AT EACH COLLAR TIE, 7YP ' .........�4/ � %: , A/ i /-' "WEN/F"_ NEW #4 BARS ® 8 2'-0" ' , �...., O% „ r ' GEACH KA( ANG - r, 1/2"(Pt . BOLT NEW 4,000 PSI 5 ..�..:- .�..... , ..�.:.., ,, GONG, FOOTING �. r ,, ..,,, •, .//, ,;:�,,' .ems/,, � ,, � / /i/ ,�,. �,.: .� ./%!/r - ( is•1--.,< mom / ,, D ..�., ii ,.r,,,a / ,�, it — /„ l� ?'\` )� \`\._.iii _../�:. •;(;_... r� PROJECT NAME' COMPACT 3/4 BLUESTONE . -- ., / / I .;,, iii/� ,,, �,% �/�;;' ,¢/•” rir. �: -i \ ,. ,, :,, .,s„>, � ,,, ,%,,; /, •/%%' 't//,i, ,.pig .�i,,,,, .,., ,.r,., i ..,, ,,,, .,.,, ,ii,r, „,;., /%„ .. ./, ai• it/ .//oi„ - , GRAVE BASE TO a5� �, ,.r,: /,. ,i, ,/i,/''; //iii„• / ,��s. �'%i/�” C / s�yrp i / r , NEW FOOTING //.. v, A DIT11'/ , •:, �•:,,; / .. ' r„ .,,.., i/„ /'•, s;r/i,. a :: : %�i,� ,i/,., o/ .,/i//. �� s %'/ �%.,, ..iii;,„ ,,. •i,,, - ., ,o, 'r'D, 'iii' s/', r/, r.. BOND BREAKER ,.�/ / — :..... ............ ,,. ,. ,,. ,,c;',,., .:. .i /,- �'1: !,,, �'� r , a. ,r r :e.//.., .,� ,,/ / // / % /:,i ;;; /, EXI T EARTH /O�. „. .,. �,. ,,,.,. ,�, /i. ,.: . <a. /i�% ,. -,` 57REET ADDRESS: 775 MIL GREEK DRIVE ../.. ,. ,,... .ii/ 1, cer / /�. ,,;,- �i ,i �;- L ,�, .•,/ �/, ..r• ;iii. .rr/ ////. it T N: i OW A R 4 E 5T MARION /, ri. c I ,.o/.,, /,. / / "%' / lir, ,,, .,,, \ � .%/ ,;;� �' /, - - \ r . ., ..;..,,. ;;. „� �/. NEW YORK ii 5TA7E: „... _ . __ ..... .. _.....__...._ i _ c a ......___........... _ .........._..,.........__,..__..._. �. .... ......_. _ 0.0 LOTS 1000-135-03-35.1 o o '- �° ._....__........ _.........._......,._.........__.._..._....._______......_.__...._..................._._.................. _._.._....._......................_.......... ._.........._......._.....___......_.__........ _..._......_................_.........._..._..._...__._____._..... = SITE NUMBER: N/A - BUILDIN : o •\ / /, ,/, k.*U /, r,, /i,- / � 2,%, .,.oil.,-,,•• '•rs�c ETAI LS r.. .o a'O / %. i lip / / i t - ,�,p /. ./r D<, ./.. I ./..,„ �.:'%'' ./, `%ra i,!%•i, p n ..:. 04, i / /• POJ GT NUMBER: 2022 I 002 ,> '::: is• ''€, ,,,,, i - ;- -,,, a; '�' r- „�; / �,'. „ Sk- ir / N INITIATED EAE322 NITI TD DT : 0OI / / / /” / / 2,-O ;' ;� �� ��. Al IL2A DRAWN BY: SBA CHECKED BY: SBA PLAN ' A DRAWING NUMBER: 4 KING _SsAOu'm 03 761 ®5 uo"h I SCALE = 1 "==1 '-0" SCALE = 1 -1 /2"=V—0 SOF N PAGE: 11 OF 7 Glenn Goldsmith, President Z� SO Town Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ,�®� ® P.O. Box 1179 Eric Sepenoski6 Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 00 HT1; 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 THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/z constructed XI When project complete, call for compliance inspection; ..gyp•ay . -r,V�ai�i`e +" >:' 'r` '.:9 0^�.. �^' r � 4 4 ^, _ �,t - .l' .,gip yL...td7,�,y..e,_ ,�' E• �, y.p•.. e a .' _ �''� �'�. c-- I< , •' r ..,�:`• --.,4 '.`_, :':kp« r.�.';;' ,, >;:��: �� .:. r i lYs.o v.x`'i't'''''.,� r��, • +. H�,\ _ _ ,,rn :ve-vvr.'•am rtn eev Ynwica'mrrrc:r ,•Yy{ev rc s.'. � '3T+^.,GS:Scr:`t2a"x.�';;r1!,':tn' �}'.xXU'�../'iT.S_,ick-`',3•J?x,'^�.(fR.f!':r1Y5.".v'uL�?�''..!'icX.':!'Zr�r:?a.'iJT'4r?P."`:'s"!'xt,'"...Y'':Y:.ab':'aA.;''?.''',"3G:F;k'E'&."d'',,.";fi:S�:.K��"�v'$'rn'uY_^2'�:'a't',4-txt1...As.�,Cw.<>..{Y1"_:.-..".6.:.,1y/E.3,-s...2._'iFi�- ...1.;3s me ,,g i�s.',y. `Y�°dam• ' BOARD OF SOUTHOLD TOWN TRUSTEES :,N;� SOUTHOLD,NEW YORK ' : y \ 3v, � �/ � f• PERMIT NO. 10428 DATE: JULY 19,2023 ' ISSUED TO: JOSEPH KADILLAK PROPERTY ADDRESS: 775 MILL CREEK DRIVE. SOUTHOLD SCTM# 1000435-3-35.1 ' •, AUTHORIZATION ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in +t.'a��7 •. � accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 19, 2023, and in consideration of application fee in the sum of$1250.00'paid by Joseph Kadillak and subject to the Terms and ' r Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the I following: sacr, � Wetland Permit for the existing dwelling with a 1 126s ft. footprint; temporarily lift the g g � q• P � P Y dwelling, remove the existing crawlspace and partial basement and construct a new full F� basement constructed with new 1,126sq.ft.foundation walls and footings in-place and 12" ,`, t, N above adjacent grade(8"higher than existing); construct a second-story addition to dwelling; , ..,;... C c 'i remove existing masonry front and rear stoops and construct new,in-place,at a height of 12" +' above adjacent grade; remove and replace existing cellar entrance in-place; construct a '. 205sq.ft.second floor seaward balcony;remove and reconstruct existing 8.5'x4.5' outdoor ...:: shower; install gutters to leaders to drywells to contain roof runoff; and to replace the existing + cesspool with a new UA system landward of the dwelling; with the condition that the excavation � z ? material is not to be used as fill to regrade the site; to maintain all trees on site,if need arises to remove a tree to apply to Trustee office for tree letter; to establish and perpetually maintain the ;f entirety of area seaward of house as a non-turf buffer with an access path to not exceed 4'wide; and`as depicted on the revised site plan prepared b Steven B.Affelt,RA last dated August 12, P P P P Y _ - +:•,' 2023,and stamped approved on September 6,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes-its Corporate Seal to be affixed, and these ;}, presents to be subscribed by a majority of the said Board as of the day and year first above written. 'P FO( Og�F �ec 0 gdA + - A �. k` � �G�`:6i3;:Zw.�i:;Si'.�S`a,�Y�i;�c',SS. .ems.SYeSia�,�k."3'i.3y:w:tiA:f��"'S:�.''�':u:,5.i',xi,'G'.�.'Y'#a:virX;.Y'�`d.L:aAY,�'ns•:r."i5��.7,xZm'a,2,.r,,:J9birr'Y6iR5iza5'r.�.M dfiaG:�7S:a.;C,Crta.0 etP.Mzn""li.b;w>;,ufin:t.T,IST;:r,�.XiwSa�".,.a7.+xn'e��;v„Tc,:�;u:aibiai:�,;;:�,,,s,;xiFewkS'.�F�J Y34,�S:;S'.�-_ '.!`.,s'•{ ';~o `,} .:ti r'� � t'. + r1�'"�v V �,�• i0G !i:^`;S•. � '':r.�;tiV,E �,.p.'�' �.,• -.� �;. i'N,�;•`' __ ��• r:�. TERMS AND CONDITIONS The Permittee Joseph Kadillak residing at 775 Mill Creek Drive Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall-be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. - 5 mr, [ 710N� CO 57F, U Cy 0 Mv, D 0 C U Ft_� "N� -r, 7- SEC011Mi _` D �sSTEVE AFFELT F1 ARCHITECT PHONE: (631) 553-6333 PO BOX 762 775 MILL CREEK DRIVE EAST NY 11939 GREAT RIVER, NEW YORK 1173q MARION , GON5ULTANT: OINL 1p—m"A M I L L�) I L) N E DRAWING INDEX SCOPE OF WORK: DESIGN CRITERIA W E LATEST ISSUANCE D DWG.NO. DRAWING TITLE INITIAL ISSUANCE REVISION NO. &DATE PROP05ED SECOND FLOOR ADDITION ATOP FOOTPRINT OF EXI5TIN6 FIR5T FLOOR. (1) NEW BATHROOM(0) ADDITIONAL BEDROOM5. TOTAL OF (3) BEDROOMS BUILDING PLANNING- DESIGN CRITERIA (TABLE 301.2.1) MIN. UNIFORMLY DIST. LIVE LOADS T-001.00 TITLE PAGE, DRAWING INDEX &SITE PLAN 10/12/22 1 08/12/23 UPON COMPLETION. f LI1/E�� REPLACE EXISTING CMV FOUNDATION AND FOOTING DUE TO FIELD CONDITIONS DISCOVERED DURING THE START OF CONSTRUCTION. GROUND SNOW LOAD: 45 P5F EXTERIOR BALCONIES bo SEP - 5 20 G-001.00 GENERAL NOTES AND CODE COMPLIANCE NOTES 10/12/22 1 08/12/23 FLOOR DEAD LOAD: 10 P5F DECKS 40 G-002.00 CODE REQUIREMENTS AND STRUCTURAL STANDARDS 10/12/22 1 08/12/23 ZONING ANALYSIS FIR5T FLOOR LIVE LOAD: 40 P5F PASSENGER VEHICLE GARAGE 50 Southold Town SECOND FLOOR LIVE LOAD: 30 P5F G-003.00 HURRICANE STRAPPING AND SIGNAGE ENGINEERED WOOD 10/12/22 1 08/12/23 ROOF DEAD LOAD: 10 P5F ATTICS WITHOUT 5TORA6E 10 Board of Trustees ADDRESS/BOROUGH: 775 MILL CREEK DR EAST MARION,NY 11939 ROOF SNOW LOAD: 30 P5F ATTIG5 WITH 5TORA6E 20 ARCHITECTURAL ROOM5 OTHER THAN SLEEPING 40 BLOCK/LOT: 1000-135.00-03.00-035.100 BA510 WIND SPEED: 130 MPH ROOMS SLEEPING ROOMS 30 A-100.00 FOUNDATION PLAN & FIRST FLCOR PLANS 10/12/22 1 08/12/23 WIND EXP05URE CATE60RY: B ZONING DISTRICT: R40 5EI5MIC DE516N CATE6ORY: B 5TAIR5 40 A-101.00 SECOND FLOOR, ROOF PLANS &DETAILS 10/12/22 1 08/12/23 ZONING MAP: EAST MARION WEATHERING AREA: SEVERE 6UARDRAIL AND HANDRAIL 200 A-200.00 ELEVATIONS OF EXTERIOR 10/12/22 1 08/12/23 PROPERTY DESCRIPTION: ONE FAMILY RESIDENCE FR05T LINE DEPTH` 3'-0" LE D1=FLECTION OF 5TRUGT, TERMITE AREA: MODERATE TO HEAVY A-300.00 BUILDING SECTION AND DETAILS 10/12/22 1 08/12/23 ,41 1 F Fi�'T!n!J NUMBER OF STORIES EXISTING 1 STORY, PROPOSED 2 STORY DECAY AREA: 5LI6F1T TO MODERATE A-500.00 BUILDING CONSTRUCTION DETAILS 10/12/22 1 08/12/23 WINTER AREA: TEMPERATURE: 11 RAFTERS W/5LOPE 6REATER THAN 3/12 WITH NO FINISHED GEII_IN6 L/180 CONSTRUCTION CLASS: TYPE V-WOOD FRAME A-501.00 BUILDING CONSTRUCTION DETAILS 10/12/22 1 08/12/23 ICE 5HIELD: REG�UIRED OCCUPANCY: RESIDENTIAL,R-1 FLOOR HAZARD: YE-5 IN FLOOD ZONE INT. WALLS rE PARTITIONS L1380 PLOT PLAN LOT TYPE: INTERIOR LOT AIR FREEZING INDEX: 5c1q FLOORS d PLASTERED CEILINGS L/3b0 a ALL OTHER 5TUCT. MEMBER5 L1240 LOT AREA: 11,105 (70'X 142') GLIM TEMPERATURE.- 50 EXT. WALLS W/PLASTER OR 5TUC.GO H1360APPROVEDBl/ DESCRIPTION REQUIRED EXISTING PROPOSED COMPLIANCE FEMA FLOOR ZONE: WA �• WALL5,WIND LOA05 W/BRITTLE FIN15HE5 L1240 I EXT. WALL5,WIND LOADS W/FLEXIBLE FIN15HE5 LA20 BOARD OF I RUSTEES GENERAL REQUIREMENTS PERMITTED USED (280-124) VARIES ONE FAMILY DWELLING ONE FAMILY DWEL-ING YES TOWN OF SOU;HOLD GROSS FLOOR AREA LOTS UP TO 20,000 2,100+ 13$.5 (12.5%) =2,238.5 1,097 1,725 SF YES STRUCTURAL CALCULATIONS DATE s��, G �,23� LOT COVERAGE (280-124) 20%=2,221 1,097 (9.8%) 1,097 (9.8%) YES YARD REQUIREMENTS 1 / 16 _ 1 LOT WIDTH 70'-0"+/- 100'-0" 70'-0"+/-NO CHANGE EXIST NON-COMPLY Roof: �`� ► i aMIN�;SITE PL N 1 O LOT DEPTH 175'-0" 142'-7 142'-7" NO CHANGE EXIST NON-COMPLY RE01RED SPAN - (2'-7" STtJf75 �i5 THRU5T FACTOR - I LUMBER - DOUG-FIR #1 LUMBER - 5AWN 2X10 F.J.5 0 Ib"O.G. REQUIRED FRONT YARD 35'-0" 52'-2" 52'9-3/4" YES WIND FACTOR - 0.87 MAX. WALL HEIGHT-- p'-0" REOUIRED SPAN - 12'-7" REQUIRED SIDE YARD (280-46) 10' MIN, 25'TOTAL 21'-9';45'-4"TOTAL 24'-9";57'-5"TOTAL YES 5LOPED ROOD ADJU5TMENT- I USE 2X6 5TUD® Ib" O.G......OK CREEK) LUMBER - SAWN 2XIO R.R.S @ 16" O.G. TABLE 3.14 - MIN. PANEL THICKNE55 = 7/Ib" (MILL REQUIRED REAR YARD (280-46) 35'-0" 36' 1-1/4" 36' 1-1/4"NO CHANGE YES WIND LOAD SPAN - 1258 X .87 X I =.......OK ill '�' MIN. VEGETATED NON-TURF SNOW LOAD 5PAN - 1258 X I = .....OK SHEAR WALL MIN. PANEL THICKNE55 = 7/16" MIN. TIONS BUFFER BETWEEN 1PN HEIGHT REQUIREMENTS SHEAR WALL5 A5 PER WFCM 3.4.4.2 LATERAL FRAMING AND TI DWELLING & CONC 1 �, MAX. ALLOWABLE HEIGHT (280-46) 35'-0", 2-1/2 STORIES 16'-11"ONE STORY 26'-11", 2 STORIES YES j�p�;E _ 7 3,Zq A5 PER WFCM 3.2.1 NO. DATE DE56RIPTION WALL TO MAINTAINED BE IN ,� � , 42 ��. ' FLOOD ZONE ZONE AE (EL 6) WA....OK r TIS' Of 08/26/22 155UED FOR REVIEW REQ. # OF 8D COMMON NAILS IN EACH END PERPETUITY S 41"54#15"E SIL I1� STRAP = 6 02 10/12/22 155UED FOR FILING ! » /� ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS. ALL ELECTRI „ #OF 8D COMMON NAILS IN EACH RAFTER J015T TO TOP 03 02/08/23 155UED FOR SGDH FILING "t ..G. MECHANICAL, AND PLUMBING WORK IS TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS. ALL WORK IS TO CONFORM TO THE 2020"-Panel Thickness - i/2 Min. PLATE CONNECTION = 4 04 06/15/23 REVISED FOR TRUSTEE'S FILING t � (tie � t ECCC OF NYS. EXISTING AND NEW e Nall aein for 8d Common Nails # 05 08/12/23 REVISED FOR TRUSTEE'S FILING ' '1♦�;'"t�' OWNER SHALL NOTIFY THE TOWN AT LEAST 24 HOURS BUT NO MORE THAN 48 HOURS PRIOR TO THE START OF DEMOLITION 5pacing OF 8D COMMON NAILS IN EACH FOUNDATIONS & �� Location Edges Field END OF 1114”X 20 6A. 5TRAP = 3 FOOTING TO BE , "# FOOT( G TO BE jng 4" Per. Edge Zone b g ir Oonc y y Gonc141 y Wt7 PLANT 56HEOULE: GablerGZidn&5 Rake 4 12 HEIGHT- 8' RE. L—QQbW WALL. •,���� '� v 4'-0" WIDE ACCESS LEGEND QTY KEY BOTANICAL NAME COMMON NAME COLOR 5PACIN6 PURCHASE 51ZE z GEILI - T WIND 4,360 LBS. SEISMIC 2,400 LBS. rocks� PATH THROUGH O AT A56LEPIA5 TUBER05A BUTTERFLY WEED ORANGE 3'0.0. b" H16H REQUIRED 5PAN - 12'-7"LUMBER- BUFFER BETWEEN i ra a DOU6 FIR #2 O GM GHRY50PI515 MARIANA MARYLAND 6OLDEN A5TER YELLOW b O.G. 6 HIGH � '� y STOOP P AND STAIR USE 2X86 Ib" O.G. ....... OK � �` O ET EUTHAMIA TENUIFOLIA COA57AL FLAT TOPPED GOLDENROD YELLOW 3' O.G. b" Hf6H metal fence 1,1'11 � Q OB NEW MASONRY STOP y � � O IL IONAGTIS LINARIIFOLIUS STIFF ASTER PUf'LE 3' 0.C. b" HIGH conn. all y N y y y TO BE CONSTRUCTED � :, ! , AT 12" ABOVE -V ±225 OB EUPATORIUM HY550PIFOLIUM WHITE BONE5ET WHITE 3' O.G. b" HIGH IV N y y y y ADJACENT GRADE O RH 5OLIDA60 5EMPERVIREN5 5EA510E GOLDENROD YELLOW 4'O.G. b" HIGH y _ y .y°:.... IV y 41 .� y r ra Q.5O JH JUNIPERUS VIRGINIANA EA5TERN RED CEDAR GREEN PER PLAN 4-0 HIGH m� y y y y OB y """ 0 MP MORELLA PENSYLVANICA NORTHERN BAYBERRY GREEN PER PLAN I'-6" HIGH SKYPLANE DIAGRAM 1 „ — 1 ®1 011 E UILDI NO PLAN REVIEW NOTE: 41 41 IP 14, 41 stoqp "V AREA OF 205 y y `SQFT 2ND STORY' 24'-g 1/2° :°::°:° ALCONY UPPERMOST ROOT SHALL BACKFILL FROMTNM SOIL ^`w y BE NO MORE THAN P REMOVED i720M FIOLF / 1,126 SQFT EXISTING „• � 3'_/ BFlOW501L SiRFAGE FOOTPRINT OF outdoor '"� � III I �ExisnraosaL / ` DWELLING I- SWAK UP ROOMALL Or- S h C�we � 5. AREA O F SPREAD ROOTS OUT--r-� "{ CONTAINER PLANT5, •..- s -I'—I !-1 ! INCLUDING P11165 PRIM a .5 ''�. 2ND STORY 1 1�.__ c(RCLINs ROOTS / da , TEMP REMOVE AND ADDITION PLANn(JfiHOLE(3PREAs RE-BUILD OUTDOOR ' TWROOT SPRFsw �-BARE SHOWER PLANTING DETAIL ( Nnro »Uj ACCEPfEDPRIUMV(N N[JR511MIAN5 AOCORVANCE (PRACTICE Of 8'0 X 4'-0" DEEP .�`, '» +s � STORMWATER DRYWELL _7 - 26'-4 3/4, , "� M94 4'TAIL(MINIMUPU TREES � \ �'� 1{pc�AND f2 6A m =�' �o CONNECTED TO , I 3�_ , - 8 * PLANTED PLUMB AS SHONN GUTTERS & LEADER, 2" TEMP REMOVE �, LOCATIONS ON PLAN. /, 4 — _ ,: — TYP. OF / C3� I \ *. • """• aR wTWIST AD 115 E1GKL AND RE-BUILD ------ stoop TREES FOR � ;�.:; ..-- ": stoop (1 18+ 6 ar \/` \ �^ CELLAR i PERIOD OF ONE YEAR( CEDAR BARK CHIPS N.Ifj OR EXIVALr3rr O ------------- - ..... ENTRANCE / \ _ :BACKFILL / f3I CEDAR STAKES DRIVEN -:: Via:..:: I� NTH roPsolL MIXf�WITH o/20�0 ..� A5 PER Y AND DRAM STRA(6H'r FERTILIZER AT THE RATE OF POUNDS f r, O WE ,. ....,. L 5GHEDULE STAKES SET AT t2o ,... ,.,. :._,:....� YARD.WATER Tl•iGROLYi1ILY AND FI TO 2 4 , DRYW� o . ... INTERVALS AND ExISTINs EARTH LINE ON TREE TRIM . LL 1 /2 PLANTING PATTERN EauAL -DlsrArrrFRaMTR� if SUBSO L g ,,. PROJECT r �� T NAME: 1 L conc. pad T I N � A Off CN �' -' NEW I/A SEPTIC PLUMB ( G RIS D I ILL SYSTEM 1 ` LP� zk I I T I PUT/ r STREET APPRE55: 775 MILL GREEK DRIVE ��tJ��tpt"I CESSPOOL TO BE ,.- r -- TOWN: EAST MARION z drive REMOVED r ..__..._.____..__.................==............................._............_.... 5TATl_: NEW YORK NEW MASONRY STOP / -----:_..._.. . .-:...-::- . ==== °" °°ry ° ._ POSTAL CODE: 1193a ....:....................... .... TO BE CONSTRUCTED : NEW ______ . ,..::: . .. »:.. :M. 5.00 BATHROOM ...............................-.............................. ................................... .......................... ....................._....... L0T5 1000-135-03-35.1 AT 12 ABOVE . --:---.-:::,.:..:::'::::-.__..._:........ :-.:.:.........::::::::: �ta r0isEcoND FLOOR I W _ :: :' ___w '_.............. __ ... ... :_::'. ::._,_:::::: W.. .: ..._ // �� ITL TRUSTEESNOTE. -.--:.-.-:.--._...........-. -:.----:. .:.:................--:-...-.-.-. .-.-............--..-,-:- 1) EXCAVATION MATERIAL IS � / DMIG INODEX'r SITE 0 ,11 NOT TO BE USED TO. �.0 ? / -- .........................._............................... . p0 RE-GRADE SITE. r KITCHEN / ..-.........._...._._..._..--- ...-' --- ..,,:. Who �jr 2) ALL EXISTING TREES ARE ( EXISTINQ a _ PL N TO REMAIN _ _._......_.. t .,.5. 3) THE ENTIRE AREA SEAWARD ( BATHROOM - 1Q 0 F THE HOUSE I S TO B E 11fzsr r1)h & .-----.--....._....................._....._...._._..._._ _._._._ .__._._._._._. .__ SEA Ooc i � PROJECT NUMBER: 2022-002! A NON-TURN BUFFER FIR!5T _ — ��✓ \1E E. INITIATED DATE: 03/01/22 _ aroe N -y DRAWN co ' rju '�.c. BY: SBA TRADE / fiR,4DE O i„ �,. 7- CHECKED GKED Y: /. ,r C7 B 58A ' i,,. 0 8 16 32 '' ;: ;�' > ®� soTown Hall Annex Glenn Goldsmith,President ®�� lIy®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly CA 4e Telephone(631) 765-1892 Elizabeth Peeples ® Fax(631) 765-6641 It COUi� BOARD OF TOWN TRUSTEES ' TOWN OF SOUTHOLD September 6, 2023 Steven Affelt, AIA P.O. Box 762 Great River, NY 11739 -RE: JOSEPH KADILLAK 775 MILL CREEK DRIVE, SOUTHOLD SCTM# 1000-135-3-35.1 Dear Mr. Affelt: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, July 19, 2023 regarding the above matter: WHEREAS, Steven Affelt on behalf of JOSEPH KADILLAK applied to the Southold Town Trustees,for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated June 9, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 19, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of JOSEPH KADILLAK for the existing dwelling with a 1,126sq.ft. footprint; temporarily lift the dwelling, remove the existing crawlspace and partial basement and construct a new full basement constructed with new 1,126sq.ft. foundation walls and footings in-place and 12" above adjacent grade (8" higher than existing); construct a second story addition to dwelling; remove existing masonry front and rear stoops and construct new in-place, at a height of 12" above adjacent grade; remove and replace existing cellar entrance in- place; construct a 205sq.ft. second floor seaward balcony; remove and reconstruct existing 8.5'x4.5' outdoor shower; install gutters to leaders to drywells to contain roof runoff; and to replace the existing cesspool with a new I/A system landward of the dwelling; with the condition that the excavation material is not to be used as fill to regrade the site; to maintain all trees on site, if need arises to remove a tree to apply to Trustee office for tree letter; to establish and perpetually maintain the entirety of area seaward of house as a non-turf buffer with an access path to not exceed 4' wide; and as depicted on the revised site plan prepared by Steven B. Affelt, RA last dated August 12, 2023, and stamped approved on September 6, 2023. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very,truly yours Xnnd ith President, Board of Trustees GG:dd 'r + _fir' •{ .•.1"R '' ♦ ••� `7'•4 •/ ,( , '�S�'�`•Y}moi�• s ♦ ��� _ .•�� �� � �r` � +��-!► �� �• +L .4" 0- .WM -A. 77-0 .{ �. � • _\ _dillak 775 Mill Creek Drive,Southold 7/12/23 ;� �•t _ i; = _ i _ Wild -04.,rs--'p4 `4 ZZ712 %2023r 9 ' 02- ♦ 'vi•_ r • • j �a� i.."ph Kadillak'775 Mill Creek Drive,Southold ftr CTM#: 1000-135-3-35.1 Ir Ib IL • J -'�i , +fir Ey •� .. "5� lb ti • Y _ 7/ 12/2023 9 : 05 t . „������ ' ,�•��' �� • r rte- •. � IF y r y t T Y ri 4V Joseph Kadiflak A775 Mill Creek Drive,Southold SCTM#* 1000-135-3-35.1 Ilk AN Aga, • :- f .arae �, ,! i. tVk OIL- ONEWW fps s . . ftp �• ` .AY..r-- �� �` 7 / 3 12/202 FDL/r Glenn Goldsmith, President ,moo oy Town Trustees A Nicholas Krupski, Vice-Presidenty = 54375 Route 25 Eric Sepenoski o P.O. Box 1179 Liz Gillooly '1.fj ao� Southold, NY 11971 Elizabeth Peeples �l 'x' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: JOSEPH KADILLAK c/o STEVEN AFFELT Please be advised that your application dated June 9. 2023 has been reviewed by this Board at the regular meeting of July 19, 2023 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project— SILT FENCE Inspection Fee ($50.00) 1St Day of Construction ($50.00) %Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $_5.0.00 pp BY: Glenn Goldsmith, Presidentq.I?, Board of Trustees � X073 1, Glenn Goldsmith,President �0 COGy Town Hall Annex A.Nicholas Krupski,Vice President C 54375 Route 25 Eric Sepenoski CO ,? P.O.Box 1179 Liz Gillooly 4,- • ��� Southold,NY 11971 Elizabeth Peeples �� �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: I`2 `�3 Completed infield by: /– • 6 Steven Affelt on behalf of JOSEPH KADILLAK requests a Wetland Permit for the existing dwelling with a 1,126sq.ft. footprint; temporarily lift the dwelling, remove the existing crawlspace and partial basement and construct a new full basement constructed with new 1,126sq.ft. foundation walls and footings in-place and 12" above adjacent grade (8" higher than existing); construct a second story addition to dwelling; remove existing masonry front and rear stoops and construct new in-place, at a height of 12" above adjacent grade; remove and replace existing cellar entrance in-place; construct a 205sq.ft. second floor seaward balcony; remove and reconstruct existing 8.5'x4.5' outdoor shower; install gutters to leaders to drywells to contain roof runoff; and to replace the existing cesspool with a new I/A system landward of the dwelling. Located: 775 Mill Creek Drive, Southold. SCTM# 1000-135-3-35.1 Type of area to be impacted: X Saltwater Wetland Freshwater Wetland Sound X Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: _y—Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: _Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: 'y'u s-4-e.P�S evc. aiJ, cc ei a ' awe C Present Were: __�__G. Goldsmith >C N. Krupski X E. Sepenoski L. Gillooly x E. Peeples Glenn Goldsmith,President o�pS�FfO(�COG Town Hall Annex A.Nicholas Krupski,Vice President �� y� 54375 Route 25 Eric Sepenoski co ,? P.O.Box 1179 Liz Gillooly �y • p�ci Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Daterrime: Completed in field by: Steven Affelt on behalf of JOSEPH KADILLAK requests a Wetland Permit for the existing dwelling with a 1,126sq.ft. footprint; temporarily lift the dwelling, remove the existing crawlspace and partial basement and construct a new full basement ' constructed with new 1,126sq.ft. foundation walls and footings in-place and 12" above adjacent grade (8" higher than existing); construct a second story addition to dwelling; remove existing masonry front and rear stoops and construct new in-place, at a height of 12" above adjacent grade; remove and replace existing cellar entrance in-place; construct a 205sq.ft. second floor seaward balcony; remove and reconstruct existing 8.5'x4.5' outdoor shower; install gutters to leaders to drywells to contain roof runoff; and to replace the existing cesspool with a new I/A system landward of the dwelling. Located: 775 Mill Creek Drive, Southold. SCTM# 1000-135-3-35.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples i LOT AREA = 11,060 SQ. FT. 0.254 acres MOQ�E 90140 (MILL CREEK) HAMOS 45'27'42"E PRS 2614 S 41'54'15"E g6line' 24.29' +E (tie distance) 5g'22 �9 S 5'r h+9h ti de footing cont conc wal \ rocks conc wall X m conc. wall fence +n FC 0.7'W J FC Cr) T� 0•5'W masonry L6 mo stoop �y I� 28.3' W s— N O outdoor h STY FR — shower K) DWEWNG 5.6 (n 8.5'x4.5' i Z Q W 5.6' U W zo p 21.7' 28.3' c6 Ce 23.6' 2 J masonry stoop W O ^) cc ON 4 O O fr shed on N N0 LL to conc. pod � � O Obluestone I �� z fir-- drive L=53.54 = , 4 J U N — 2023 v06 A6 2�p"`N r N 6g2 DRIVE s, SmiboiiJ Town pole 1jE�� cP\x Board of Trustees G _._._._.._.__. THE EXISTENCE OF RIGHT OF WAYS AND OR EASEMENTS ti1�oo OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARWEED, THE OFFSETS (OR WMENSIONS) SHOWN HEREON FROM THE STRUCTURES To THE PROPERTY UNES ARE FOR A SPECtnC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 21-215 FILE No. 1062 F INTENDED TO GUS ES,THE ERECTION OF FENCREDLINING WALLS• PODS. PATIOS, PLANTING AREAS,AMMON TO BUILDINGS OR ANY OTHER WNSIRUCTION. UNAUTHORIZEDALTERATIONORADDITION to THIS SURVEY Is A VIOLATION of sEcnoN SURVEYED FOR JOSEPH KADILLAK 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Is PREPARED.AND ON HIS BEHALF TO THE TIRE COMPANY, GaymuMAL SITUATED AT SOUTHOLD AGENCY AND LENDING INSMUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INsrrnm°Ns OR SUBSEQUENT OWNERS. TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR's INKED SEAL OR SCALE 1" = 30' DATE 10-11-2021 EMBOSSED `,TEAL SHALL NOT BE CONSIDERED TO BE A VALHI TRUE COPY. FILED MAP No. DATE CERTIFIED ONLY T0: JOSEPH KADILLAK TAX MAP No. 1000-135-3-35.1 DISK 2021 FIDELITY NATIONAL TITLE INSURANCE COMPANY HAROLD F. TRANCHON JR. P.C. RoundPoint MORTGAGE SERVING CORPORATION LAND SURVEYOR ISAOA/AT1MA P.O. BOX 616 J sV 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 HAR LD F. TRANCHON JR. PENNLLICNNo. 21159E 631-929-4695 NAILING 40 STRAPP019 AT RAFTER TO R[LE BOAFA rQIFL710N (REafIR®FOR ALL N64 OOIbTid nom MD/OR 18i ADDmar.) TTPILAL RIRSE STRAP OSE 511-aGW 0516 � GO�rIN6 DErAo HDTF, STEVE AFFELT ALL STRAPPINS TO BE 1-1/4'16 6NASE 5TH OR S94P5ON' sTmzTURAL RfWUS E E SIMPSON LSSU410 FASTENING REGOMMETRDATIOFRS FOR SIDE-LAADED, T6 W F a I NAILING SfA�.IPA3tAMN5 R 51gAifNtK ` BfdII XWr-0516(COIL®STRAP)ALL COIL STRAPPING TO .anr hULTIPLE-PIECE MEMBERS HAVE A MWNUM OF T2'BEMOLS ON WALL STWS(ALL 1RAILm' �� BUILDING BB•8RR15 p OF C42 b"NAILS •OF BOX NAILS NAIL SPACING ARCHITECT NOTE FOR CATHEDRAL CEILINR6 AT SLOPING STRAPPING N9 T BE INSTALLED AS CO N6C SF'TLSJ RAFTERS OR RAFTER TO HEADER COMEGLTION Na ROOF FiRAP11N6 ALL sTRAPPIN6 r0 BE•16'OL.ALL CONECTOW IN M0 °r�oNr'aa• G. n' FN ADDITION SN""57 APPML951122,a RIDSBLE HALRGEit Ir oG �.m CONTACT w/P/r FIOOD SHALL BE FINISHED x/7!•fAX'FY75i IN ADDITION i0 57RAFPItlS•RIIX£ RP rti`rY RAFTER i0 TOP PLATE-70E NAIL® SEE TABLE 3.40 SEE TABLE 3.4o PER RAPIER NOT-DIP 6ALVAW2ID OR 5TAIN.E55 STEEL AT IUPTI3x 1n TOP RATE TO 571.0[O/CslI011 BEAM 5(lECT10N x/Sip,WJl41C AS NOTED IN NOTES 788 C4.6.JOIST i0 TOP PLATE-TOE NANID SEE TABLE 3.40 SEE TARE 3.40 PER JOIST PHONE:(631)553-6333 zw 1.T�ANA�rfOM ROY6 5FL17D 2,FROff B 0.6.J015T TO PARALLEL RAFTER-FACE NAIL® SEE TABLE 3.9a SEE TARE 3.40 EACH LAP PO BOX 762 �r R FQA 2 BOLT HICI.t;ARE i0 BE TFE SAFE DIAFEit32 A5 71E BOLT AHO SFCTA.D EE LOOAT®2' CRb.JOIST LAPS OYM PARTITION-FACE NAILED BE TABLE 3.R0 SEE TABLE 3.9a EACH LAP GREAT RIVER,NEW YORK 11734 ALL CLIPS R STRAPS CAN BE BIOME FROM pE TOP ANA BOTTOM OF THE NEF738R EVERY BOLT('1157 EMBO THROLISJI THE FULL PRESCRIPTIVE STRAPPING-1-1/4.20 6A 6ALV.TO BE FROM OTHER ALL EXTERIOR OR ALL INTERIOR THIOGE55 OF THE F88HR p5E WASHERS U17E!HEAD ANO NIR. COLLAR TIE i0 RAFIi2-PALE NAILED SEE TABLE 36 SEE TABID 3b P62 TIE NAILED AS PER TABLE 3.48 1 3bA(RIDGE) BOTH. 3.STAGGER FAGR fRON OF FA51BSR5 BY 12'. 5LOCKING i0 RAFTER-TOE NAIL® 2-Bd 2-10! EACH END H1r NOT A COMNATION OF (AS PER TABLE 3.481 4-A TIdREE-BELE P9Y�,TFE SPECIFED NAILING 15 FROM EFCN SIDE ALL~A0TU2®P4E POOR IM 6ALV.CONNECTORS TO BE FEPBEtS SF10lD ONLY BE 115®{i@R LOADS ARE APPLIfA TO BOM SIDE OF RIM BOARD TO RAFTER-Ov NAIL® 246d 346d EACH BA CON SELTANT, NAILED IN STRICT ACCORDANCE NTH MAN.FACTWB;r, xrz4 aA N6.V ELS NAILINs coo ECTiOL6 MAY BE mum FOR b'OL.OR TRIPLED FOR 4.04. MALL FRAMINS INSTAUATFON R INSTRUCTIONS 70P PLATE TO TOP RATE-FACE NAIL® 2- 24PER Fd107 57D NAILIFAS FOR 7LDP L 1'OILTiPLE-PI E BEAMS: TOP FLATE5 AT INTERSECTIONS-FACE NAILED 4-16d 5-16d JOINTS EACH SDE AT 51W TO FLOCK A55MTO 571.0 CONIS071oN 7,2 ROY6 OF 16d COPMON l5 2 04 DF3'IiG 12`D (ONLY AFPIJLABLE FOR TNO-STORY CONFIARATIO0 x.Doom 8.3 ROY6 OF 16d C*44ON NAILS 02.OLJ FOR L7EPR5 OF 9',16'R 18•. STIR 7'O STUD-FACE NAILED 2-I6d 2-16d 24.OL. FOR STRAP- (4)8 D COM40N NAILS AT EACH BO OF STRAP FFADHt TO HEADER-FACE NAILED 16d 16d Ib'OL.ALON5 E.Yi£5 FOR ALTERNATE 04)10 D COMHON NAILS FOR TOP PL OR BOTTOM R TO 5710-BA NAIL® SEE TABLE 35a EBE TABLE 35a PER STUD STRAP CO VIEIRATION- EACH STRAP(THO STRAPS TOTAL) -i`+i! / ® BOTTOM R.TO FLOOR"ST.BAND JOIST OR 81.=15-FACE WVL® 24 2-­I6Jr PER FOOT FOR 2N7 FLOOR SHEATING 7O OVERLAP FIRST 4 z.R- P I FLOOR FRAMING ADDITI0N6- (418 D LOM4g0NR NAILS AT ,r_rPw+nre supsar AT 511D 70 R00R A5Y 11Y TO SILL RATE CON50T1011 z� JOIST 70 SILL,TOP PL OR GIRDER-TOE NAIL® 4-tV 4-ICH PHR JOIST FOR STRAP- BELOW FLOM 4 STWS BT MIN 12' eae.w re • BRIL761N9 TO JOIST-TOE NAILED 2,6d 2-I0d EACH BO EACH DO OF STRAP FLAP MMKIN6 TO J%5i-TOE"LED 2tiW 2-IOd EAW 60 STRAPPING UABR SILL RATE BLOCKINS TO SILL OR TOP RATE-TOE MUD 3I6d 416d EACH BUCK zrAsrxT® R TO HO AT STIOK ASSEM Y W SILL RATE rQKL710N(51AB ON 6RADE ARDOR GARAGE WALL APPLIOATiOW r------ o vaa r_ 0 0 0 0 o a a 0 0 1�2 STRIP TO BEAN-FACE"LED 346d 4-164 EACH"ST JOIST ON IJP i0 BEAM-TOE NAILED 3-8d 3-IOd PER JOIST FOR STRAP- (4)8 0 COM40N� A L55 AT BNO JOIST TO JOIST-BO NAILED 316d 4-I6d PER JOIST ROT PLAN STRH ETV OF TAPPING UGHR SILL RATE Rr' I. NAILING REONRDVnS ARE BAS ON SWATWN6 NAIL®6'OL.AT THE PAI®.EPEE IF WAIL SWATHINS 15 NA®3'LOL.AT THE PANS ELLE 70 OBTAJN HIFAER SHEAR CAPACITIES NAILING BAND JOIST TO SILL OR TOP RATE-TOE NAILED 2-I 316d PER F077 PRTSCRIPTIVE STRAPPNNG-I-V4x 20 6A 6ALV.70 BE NAMEPER D AS PTABLE Soa r RE5URBlENT5 FOR STFWTLRAL MN36RS SHALL BE LYLBLED,OR ALMRRIATE CONFLTORS,WCH A5LI! R07F 55EATF4I116 3.48/3bA 0060 pAre SPEAR PLATES,SHALL-BE 115®TO MAINTAIN LOAD PATH. STFW707AL PANELS 8d IOd SM TABLE 310 ParDnrvx+w'ei 2 40 KALL SHEATHING 15 CONTIN,gA-OVER CON4E515TED FE VERS,THE TAELLAT87 WMB13R OF ALL HAN.FAGiLRED PREFOFAED 6ALV.CON'EOTOR6 70 BE NAIL®IN STRICT NAILS 511011.BE F57MTTED TO BE R1AUC®TO I-Ibd NAIL PER 6007' DIACONAL BOARD SFPATHINBIN ACCORDANCE RTN MANFACTURERS INSTALLATION REGUIRB�BRIS 4 INSIFW170N S I3.B CORROSION RESISTANT II 6AIXiE ROLOFINS NAILS AND 16&AN5E STAPLES ARE PERMTTLD,CHEOK 1x6 OR 1.6 2-8d 2-ICN P82 SUPPORT IBL FOR ALUTIONN.REGURL31RR5. N2TE-FOR ROOF 9FAIMN6 AT GABLE AND RAKE OVEiNAN,PROVIDE NAIUN6.4'0,0. LxIO OR UDDER 3-bd 3104 PIER SFPORT ALARMOEILINS SHEATHING AUTOMATIO SPRN42M5 SYSTB45 41CAR"MON0)4DE ALAF36 ,z �x6YP9M WALLBOARD Sd cca36 5d CGmLE6 r t3»/10'RELD d{dHFa '� r�imiaa WALL SHEATHINS 8L1 19�-l47SALL YaI�NNDaxtYLgLaImNO ravumd eAre KQe j IN"STIWRRAL PANELS 8d IOd SEE TABLE 3.11 u m NK cavum xnrcomwFrKx M rwxiOooP ixs cmENO M xxreaD mDm w�PeariPrsp STR1rT1RAL FIBERBOARD PANB-5 rrwaaKr eRPTmvalOaa:rwAn Arae wnu. 12' It 6A FAALV RIXJFiNS NAIL 3'ELLE/6'FlHD =:T. a iNRP2R�1SroANONDEP EExmuroim na,mws a�Dr Tie mr r �� 2592' II 6A 6AI-V ROOPIN6 NAIL 3'E)EE/6'FIELD 9CRHMPGSWLSiWT®.M ICI®ctD M@MMPI>KrB19V11 RtlYL!M SMELEB a• nDD.IC RI aNiQ sOrE uiEcraAnNNBIASRPaA®er n�sremlPPRsra'ENAA9sx Meertonae Sea _ 6YPSUd WALLBOARD 5d COOLERS 5d ClAOI.E6 TtDuSE/10'FlHD NNn PN66RBM-ID Lx MSniBr6ltlrLCNFLI®mA®IIiW.5TA1gl HARDBOARD ed 8d SEE TABLE 311 NO.DATE DESCRIPHON ®ILLQ'��zY1FNAW53WCa rg Bar dMPCUMM3 Lourpa� L wPxx zl,�oKwxp - PARfILLEBOARD PANES 8d 8d SEE MANE. OI 082622 ISSIIBJ FOR REVIDH zam sunl�uure5�a,v�.xMpLmure vrmrraP Mrr xc DIACONAL BOARD SHEATHING 02 10/12122 I55W FOR FILING Ia1LnK eFNLTA[ErNa PuwL•srsrneAr x�weines oreoazxvurrsrad Ud OR IYh 2-Bd 2-Iod PER SWPORT 03 02/0823 1555,87 FOR SCION PILINS SMrmVAX9xR101l NI nIHA9BK[aYA B`l1�MA0 BRLP.B;A•JpE NArww,Auma MUPaeLea sxvL arre:PPrn MAPW8III0gtIA8 UdO OR WDH2 3-8d 31Od PER9T rTm.�m,RVMu.e�rA.asL�Ax�woex.LSToaraMweeua ROLE SFIcATHIN6 AW WALL SFtEATIiIN6 ATTA(.I1MENf DIAGRAMS N:e ra Sae M.Ie.nLl•I Coe.or xre r»R331z�1 FLOOR SFFATHINLS xBIMaRMW aE 4aa NMW KREDAYtm 108E d91Nlm MMd NI dJINVl4 Ac�iwracraMeAZAa+xu icm�ren�u. Mrr �.vp n reDnTMviwMuar. IK6T6RQWPRAMBE MA VBHT PPE 57RG1URAL D MNNDIxW1BEQEVC.Y MLRPpIl1E6-]A60.S3aYY N)ILYY IRflS POR LESS 8d IOd 6'IDLSE/12•flHD MIRNL x1HA9ll9IXCR3aOf®. 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GJIALIIG DATA@RMt MTA TAME'.WiR�51IKEi1FiA lEHW BWiE.�'FP L•W SE C INITIATED DATE 03/01122 _ 1 M4RFLILIIM9Wl.FLLMM5PvKT[PMT aLWN IF.WIIr VATAP6rmm RIMMNAi1RW.0LlNL11L DATA IBRm DATA TAdE'ARRM511CFx+bIIETND aNE"AFY �p�9��EN B.,FAS/jam DRAM BY, 5BA •I�e.�se�irrs s K gArLRDNYE HlM•MIM RDw]I;NEE HHE 5IG'X NSiPYN.GIACU]FEBD1,5lR.GNtV.OvW[YE iD MKDFCfi uP rO i0iC6PMlIL IDO YHL4P 6FELi;MJfe�LL'iKN 941 Rl.N TNS PARICF MTABPHM YESOBEUKIE MJWEGLMf15NW.La1L.re WNINS PAMWMiAHE y a n� ORAK®BY, $B.4 M.�ILcmtlm R.r L NA(LQOAwJ?IrM FiB1R RDG2'WA N6ETIHtE 5 LCYN.N TORCW.DATA 90amw MWLHIO LMIIM£ N HE PMTCP M LAME NM i8 N06BRFYAXr �N ' �FfJI1L rEII1fE9B4O116D,-2 MJIP.OKKN JdW.DOK.Are N0M11I5 PIATCP M TA8 * l nr1AlLGOAKE Nd FlDltEBwlIDJ MJRY9Lilal9w110 m MIBO Maaec�xz NlO fGgay.pDeeKJ?MJtRe'D"51Al1.WK mw N THS PA mMTABL G-002.00 N M6a1051a110AD5 Wff NCET@eeBLS MIaaJwl4KNLOA�FQt ROR"ARE EwE1 WPl lBp.'W TpeME At MEVAIK/51ProlOro/i£1.511F5 ATBEVAiICFFS AEPe UCO F@T 92�0376AA t Sw/11NlE HmeGaSO5Mi1 LOW rKISAID/W?IMMNTEI VALLEBT7Fg TOR e.HtY kD FgT NBEVAKN AEOVE KCD FgT. 0FNSv4_= PPE£ 3OF4 STEVE AFFELT ARCHITECT CONTRArTM TO smug 6ALV VWSON STRONG TIE PHONE:(631)553-6333 Love-,TOR5 OR PO BOX 762 APPROVED EMAL GREAT RIVER,NEW YORK 11739 A34 02EX TANT. LSTA21 LSTA24 H8 H8 H8 H8 0 00. 0 0 LMFT ANG/ax NOT H 8 r®®IN THIS AREA 0 H 8 (EXCEPT SILL ATOMS) 0 ROT FLAN A34 — _ _ 0 OHH4 HH4 MTS30 p ' L SINE LE-STRAP N I APPLICATION HAY'BE t5M) I o0 I I LSTHD8 ' HTT5 REQUIRED CRIPPLE STUD STRAPPING REQUIRED STRAPPING AT RAFTER SILL W.DATE DESCRIPTION AT FRAMED OPENING PLATE oI 08126/12 IfaWFOR RE Bi 02 10/12/22 ISaW FOR RUNG 03 02/08123 ISOM FOR SCM FILING SM FRAMED OPENING REQUIRED STRAPPING DETAIL WITHOUT CRIPPLE STUDS BUILDING PLAN REVIEW NOTE: FE. I,(� tl_-. I Stix) Fes_ A�\tkjti JUN 9 2023 I i b' TABLE 1-1264 TRU55 IDENTIFICATION 516N LOCATION5 SDl;utafo T 50 placrmenk Board of Trustees Skr locatxn - 6derbr hAWYg erltrnlce Att-W to the d—,a aIlWe f to a Mdyet days,e#erbr exit a the face of Ve dAdruy rot ma-e fhm 12 dlsdlmge tloas, vies Taos mmf fnnwntaly frau the I2 k sde and exre br roof access or Re e a�a m,o d a2 w es DES16 ALPNANx�zlc d—to o st lr" 0067 ort0�nnre 0=11524-V DESI6NAna+of b-.th,adp"—Il;nq saf— C0I6TFWT70N TYPE PwIlECT KA -. ON SECTION 602 KADILLAK tulldrg en jm Attested of emh ad of r of darn OF Tf�a nLrnrLs LODE darn,extaia exR a!a mmanm hxtrmtal dbtmce of OF 12 feet fl6V YORK STATE atuhrge doss, 1165ta)IxG+eea skje,ad rot kss M-42 exteNo wf acres wes OC67 eau ro more thm 60 wee 0524 doss W.storey above Ne adphrg"°I"s d—. ftADDITION e h AttaMd W ft faro of U.bdt* rot more acmectas : �m 12 wes r3os Irrtrmtally frac N� REFLECTIVE MITE wader Ire of n�fYe depaLrcnt Bose cameatom ad not les Um 42 wes(1067 STREET ADDRE55� 775 MILL GREEK DRIVE m4 nr o thm 60 hetes 0524-0 ab.-Ne Tow. EAST MARION mphN-I"s d—. STATE, rFSN YORK F POSTAL CODE 14159 LOTS I000-135U135.1 F' R0f7R FRAMINS, SITE NNBETL WA INC 6fRDERS HURRICANE STRAPPING 516NIZEC IPM FOR DETAILS AND SIGNAGE FR Boaz ArD RCY F FRAME Or-11IN5 POM 6IRDEW,a BEA1`5 IN FLOORS AIDGEILIN65 ENGINEERED WOOD TRUSS IDENTIFICATION SIGN ED PROXGT COMPLIANCE WITH 19 NYCRR PART 1264 5' Y4' �o`y��E�a 4p�y7`� VRAMB°.TN 2O3)O SEA D1516NATION FOR y~ -4 a GWIQW BY, SNA STFMTVRAL GOPFONaIT5 GRAMSN4�62, THAT ARE OF T955 coNSTRucnaN A( EXAMPLE 516N-%I"ABOVE 915. 037611 �� G-003 �`OFNfi`I'I% PA66 40F9 ________H3_'-�_12_•_______ _______ _ STEVE AFFELT CONSTRUCTION NOTES ------------------------------ - r rrr , ARCHITECT ------------------------ I r CI 68187/11-RB10VE FXISTM6 FINISHED FLOORING Tl82CX5flGVf.INSPECT SIEfT.00R I I I I I I I I REPLACE ANY DAM46190 PANES.NEW 1NO0D FLOOR 4ERE MEDICATED. I NEW 3,Soo PSI PLLRID y I I E.DWELLING IS TO I I c2 6E187N.-KITCHEN Arra BATHROCM ARE TO RECEIVE CEUMC,FLOOR 771E i I I,�CONCRETE 2•TN CONCRETE °° s I I rnew_ve(F BE LIFn�Alm EXISTING (4�W-0IlF I I CE ENT BOARD BASE.COLOR AMD TYPE To 13E SELECTEDBY atER. I I RAT SLAB OVER - I I PHONE:( 553-6333 -- LCmFOUNDATION KALLS I I c3 6ENETAL-BATHROOMS ARE TO RECEIVE MDI5TWI!RC515TAM GYP ED IN All I POLYETHYL 10 MIL5 ® G I I PO BOX 62 7 762 I I AND FOOT(N&ARE TO BE I I OTHER ARE45.PROVIDE TILE IF 4'-0'ON ALL OTHER w,LLS HITHIN BATHROO s w I LL I I GREAT RIVER,NEW YORK 11739 I I FB40VED nRcLS — Hcur \ I I BASE TILE Arra CAP TILE. I I I I I n C4 KITCHEN CABINETRY AID COWER ARE TOBESELECTED BYalNER.PL 5bR15TO I I I I I MAKE FINAL CONNECTIONS AND PROVIDE ALL FAI.CET5,51NK5,WkER TRIM ETC.ALL I _ I j To BE SELECTED BY OW R KITCHEN 15 TO RECEIVE BAcr.59AS4 TILE SELrsT® I —-—-— I—-—-—I I -—- I I CONSLETANn I r---------- 77 1 BY OWER AND INSTALLED BY CONTRACTOR -- --------------------- ----------- -------- I 65 6EERAL-ALL EXISTING EXTERIOR Wa SHEATHING 15 TO R&WN RLE55 OAMA&ED I y I I I I z I I I I a TECH 80014 IS TO BE IHR FIRE RATED CEILING AND WALLS.DOORS ARE TO BE 45MIN IIII N IIII RATED. I I Le I I C7 RE40VAL ALL REMAININr GYP WALL BD.FEW CLEAR CEDAR PANELING THR95HPIT I rrr3r EXl.AVATED III I I E 77511115 2X6 I \ I I I LL - DY8LIN6 UAN FILL EXTERIOR PML CAVITIES YY SPRAY FOAM R5N.ECUNTO I r� FJ5 0 16' IIII \ EXISTING DVIELLIN6 15 TO I I T-__-_- I Rso OR 6REATEz I I 1 zr�RA�E 1 oc. IIII r,1 BE RECREATION SPACE LIFTED AND FA5TIN6 r,1 I I I L I I Cru EDNweraBB FOWATION WALLS I I I I I j I I III L J AND FOOTIN6ARE TOeE J I� I I I $ I I L� L J I ;III ;LSI I I SYMBOL LEGEND i ' FXI577N62XaFJ5 0 16'0,C. III I I I I I I r�N PARTITION cs NOTE rA5 I I , IIII Orf J I I PSN RATED PARTITION 0 ROOM TAG I _ rr I I Ew5r1N6PARnnoNro REGCMVENEW",BOARO Q- PARnnONTYPE TAO I I -IJ --LI� I ��-----T7 I I I - III I I FASTfw PARTITION To R I NEN 3,500 PSI ' ILII r 1 ILII I III SATED I caNCREre a TH FJ05TING 2X8 " I PLOT ELAN I I I LIJ I I I I I III U-----J� REMAIN I I cONCRm FOLNDAnON ' I FJ5016' I L I I ILII L_�I I n-----n I 1`� FASENGDOOR TO CEILINSPE16K I I WALL YY avC.SCAL I = O.C. ° --❑ _' DAUM i BARS 0 32'C.C.S I 0 G ' FJ5 SnN6 DOOR/1iAt TO SECTION O.C. a 6.04.SPACE REWN HORIZONTAL BAR,," 6 X _ I e1S l iI I MARITR I — BE REMOVED i I �,$• I N r�DOOz FttyanoN I I I F asnNs nWelrras 1s ro r-1 I H I BOILER ROOM IIII I I ( sclE�u>J +A'= UmICATOR I Is!3-12.0 5TL LALLY I I I BE LIFnD AND EX SnN6 I I I I I IJ_____J I g I I 3$00 F5120'XB' STEEL L J I CMI FaWATION WALLS LIJ I - SMOKE DETECTOR Y AV AIRED ro ATE a4w IIII AIDFO1OTINGARETOBE III EX1SnNGDr8LWO I I f7------ I w2xa KErAmW IIII REMOVED TF9tOL5 ED T� I H I 15 TO BE LIFTED AND I I 1 r-------- I I eA�®a O.C. EDI car F��w U21 I m L I I �I \ I I I I 3asnN6 cru I r T T 7-11-1-r I ' DIA x ra•LONG rEw#4 I 4 III I I AID FOnON WARS A/ I I I I I I I I _ i BAR5 0 W OL.EACH KAY IIII I j l l row R na+o �I I I I I I I I I I I 1 iq'S :9'9 va v4• I , I I I TwraSHXF ¢ S I I L_-_----------�------------JI L L-_____�JT-F1111J_I_LL, I ----------- ------ s$ I n _<. L J L------ --� F�-------- T------------------------------------ NO.DATE IDESMPTION -- -- ---- ----- ------------------ t1b'-412' II,_2. OI 082622 ISG.ED FOR REVIEP! L2.10/12122 ISSUED FOR FILING 03 02/0823 ISSEW FOR SCAN FILIN6 n EXISTING CELLAR PLAN PROPOSED CELLAR PLAN SCALE = 1/4"=1'-0" v SCALE EAST EXIST EJOST EXIST I PAST Y c 6FLB7RSA1. 1'� ilI n� � i REMOVE E a5nIa� N5wv L n STOW FLOOR CLEAR W•KNEE XALL 30 rJ�WAu rI `®" AND E(LIS, BUILDING PLAN REVIEW NOTE: REMOVE EXISTN5 PARTITION '� 6 12 612 '^ a P..- m.•,-..__ _„v' WALL,TYP FOR SYM30L N51 X ° 3'-I 12• 7'4' b'-r0 314' 7'-2' 2'-I' u"I (1)1x11 HEADHt 12 HEADER W DU2 HEADEt o+r-^ " i• �'�;1 i'- r� a � REMOVE EXI5TIN6 RAI- DOR rrP j sra�RmcASE�ro�MPLr u LIP A FOR SYM30L w R3U.7.10a - __ - 11 1 I _`- -- JUN - 9 2023 NEW STALKED STONE 9 CHS FACE W/ _ 11 'r__ ® j Southold J� I I m = __ J 11 ® I b-. _ ® I Board otTrus.e2s I LMN6 ROOM I 5-II• V. I _ _ LMN6 R4t7rT LINE OF OVE+NANS —•-.-- L- , ------J I I p w STONEFLOORCLEAR ABOVE CEDAR WALLS Arm -------11- I �`D C S CEILINGS_ --- _ waLs — uNHPAT® s f'=.. �i \\ I �° ! (2)2x12 (2)2x12 NEW 4°X b° ffAOEM HEADERHEADER 67A NAME: mogocxfin ! WA5 E KADILLAK k0OO FLOOR I GYP BD WM1LLS y, DRYER � I ❑ j o o CO S �+ I ❑ ADDITION � 0 GYP I STREET ADDRE�, 775 MLL CRS ML rutL5 I rao1: EASY MARION µ I STATE, HEN YORK J ®y _ J POSTAL CODE Ua3R -- o� LOTS Law-135-0335J REMOVEKFXISTIN6 6�-�--;-- REMOVE EX15TIN6 �F� SOME Nn�: wa F REMOVAL PLANS ---T- \;'�� ¢ �Q AND NOTES EXIST FROST I tRREDgRc PROJECT ru :2o22-0021 +7B'-4 12' i5'-8' \g �N B. Vy�A INITIATED DATE, 03/0112 �• Q��0~�, a��a CfECKEV BYv SBA n FIRST FLOOR REMOVAL PLAN 2 � PROPOSED FIRST FLOOR PLAN °"C" T�+ - T-0" SCALE = 1/4"=1'-0" '9T O. �-�oo�oo 037811 FOR NE`T'1% PA5E. I OF 7 CONSTRUCTION NOTES %`OORVIN TE STEVE AFFECT SYSTEM.COORDINATE wTH o1aER Cl GENERAL-REMOVE DUSTIN&FINISHED FLOORING TNROUSHON.INSPECT SUBFLOOR, REPLACE ANY DAMAGED PANELS.NEW WOOD FLOOR MERE INDICATED. A R C H i T E C T 62 6ENEtAL-KITCHEN AND BATHROOM ARE TO RECEIVE CERAMIC FLOOR TRE t RAT DECK EDgM CEMENT BOARD BASE COLOR AND TYPE 70 BE SELECTED BY OW✓Bt. 'Lr w4TBRPROOANG MENBRANEW C3 6BNffNA1-BATHROD'45 ARE 70 RECEIVE MOISTURE RESISTANT 6YP BD IN ALL _ PEDESTAL PAVER SYSTEM OTHER AREAS.PROTIDE TILE UP 4'-O'ON ALL OTHER WALLS wTHIN BATHROOM w 1 PHONE:(631)553-6333 BASE TILE Arra CAP TILE. PO BOX 762 C4 KITCHEN CABINE Y AND COWER ARE TO BE SELECTED BY OMER PLUMBER 15 TO GREAT RI VER,NEW YORK 11739 MAKE FINAL CON ECTION5 AND PROVIDE ALL FACETS,SINK-5,SHOA13?TRIM ENL.ALL TO BE SELECTED BY OBER.KITCHEN 15 TO RECEIVE BACK'SM A5H TILE,SELECTED BY ON ER AND INSTALLED BY CONRtAL70R 61-0'0BALCONY ACCESS C5 6ENERAL-ALL EXISTING EMERIOR WAC.5HEATHIN6 15 TO REMAIN UNLESS DAMA5ED STA4R PEEN.SPIRAL I BRIDGE W 36'106H sraRLASE ro coPvtr I CONSUL7ANTI C6 PECH ROOM 15 TO BE RR FIRE RATE)CEILM6 AND WALLS.DOORS ARE TO BE 45MIN W/R311.7J0J 3'-6' 1 ` METAL RARING SIDE RATE), MOUNTED TO BRIDGE. L7 REMOVAL ALL RBMIWN6 6YP HALL BD.NEH CLEAR CEDAR LAP BOARD WALL5 AID I CEILINS V RDLSHO T DWELLINS UON.FILL EXTERIOR HALL CAVITIES W SPRAY BALCONY ACCESS I FOAM MSUL E WV TO R20 OR 6REATER SR061!W 36'HIGH NBi 5TAawSTONE METAL RAILING SIDE 1 DN 6,-6' I CHIMNEY FACE W/ MOUNTED 70 M06E. 1 OPEN i0 BELOW I MANTLE SYMBOL LEGEND ; �LELR� ZI NEN 2XID® NEN 2X(0 D NEW PARTITIONLS NOTE TA6 Kra HAL. RR5 Ib'OL. E? ' RR5 16'O.C. (FULL 115617) ROOM - FEW RATPARnVON ROOM TA6 t" EKISTM6 PARTITION 70 EXIS".CFUMNEY TO NEW GYP BOARD PARTITION TYPE TAO RECEIVE I BE EXTEND® FXISTM6 PARTITION TO R RELOCATED III LOPPI.Y wTH RI003.9 REMAIN x-x- CEILING HEIGHT 5-V4'X 5-V4'6LULAM _, •� p'EMAIEYJST?6 DOOR TO Y DATUM I CO $ R5 2X10 C KINS TPoES,7YP OF(4) PLOT PLAN h RE1aN T RR5 I6'OL, Na.I2 Oa P EXISTING R:YIWWALL 70 A-1 M RIqR RR5 16'Of. BE REMOVED I III " HEN DOOR ®C (SEE SCHEDU.FJ 4 31 INDICAA7IORqd CLEAR FLAOR r $O SMOKE DETECTOR 5 LAP BOARD CEILING NEW VF11UX VCE 7230 —T�-BATHROOM GMOOD SKYLIGHT WOOD MIN _ —_„ RS I 9' 9'-II V4' Ll I NO.DATE IDESoCRIMION 01 00126/22 ISSUED FOR REVIEW 39 I/2' 5'-B' 9'-7 3/6' 5,6 5/6' 3'4 1/2' 02 IOA2/22 ISSUED FOR FILING 12617, 03 02/06!13 15SLED FOR 5CDH FILING PROPOSED SECOND FLOOR PLAN ---------------------------------------- r-------------------------------------� I IIT----------------------------- --III EA57IN5 ROOF OVER PORCH 15 APPLY 6RACE ICE AND I I I I TO BE RE-BUILT WITH NEW HAT132 DAM AS ROOF RAFTBIS REOUIRED TO EXISTING AND NEW ROOF BUILDING PLAN REVIEW NOTE: ___________________________________ I I I ALUMF,AA5HIN6AT @kI — ([ ♦T -------------------------------- ---J�� -- -- - -- - - - ~ --- - ---- Eq S.RAKES.! !� ist; b �1 u� wrJINDI�ATES - - -- _- -- i= ���i 7jf T . ''�` fi - -BELON _1 JUN - g I 2023 ♦ / ® j I_I-,-_- __-_ — - - ll-, -__- _ l I =_ - Southola IOVdiI ® } 1 Board of Trustees \ / CHIMPEI'15 7O REMAIN L I - -- - - -_ '_ - - =J - -_ _'l _I1. EXIST 2Yh® PRO-ECT NAME, RR5�01. }F KADILLAK I /// ♦`\ j (2)HEN VELLUX VCE 2246 r�+zao® - _ �I2xoo L - -_ 1 5KYL16HT5 _ I RRA b o1: L_ RR516'OL.-___ -IF -`-� ADDITION `– _ -I, ,� STREET ADORE'fx 775 wLL EAST DRIVE _ r-^,_- � r-' raN: EAST MARION 4-1 ����. - - `-�� ) 1- -'�r'���r I STATE: NBi YORK ♦ I Ew5n.RCOF OVER _ ] -'J= - _ POSTAL CODE, 11534 j ♦♦ 1 RE STORAGE 15 TO L r _' - '- = =- _" I tr L015 1000-13543351 / ♦ I I `F; _"r-` .J� _ _ _-, rJ NEW VELLUX VCE 7230 51TE Nx�, —WA I , ♦ I I - r -_ L- SKYLIGHT �' CONSTRUCTION PLANS BE RB40VW NEW SECOND -1 J t.NJ J AND NOTES -+ Y r- rJ - r // ♦\ 1 INNr INSTALLED F 7o BE -------------------------------------Y\ - ., IL---------------------------------------� EFEp'4R PRO.ELT NATE, 20210221 CONT.RIDGE VENT MV y'C C�, INITIATED DATE: 03/OIR2 INSECT GUARD 4 �O� .1EµB''4• 11� DRAWN BY: SBA y a CNECIED 13Y, SBA FIRST FLOOR ROOF REMOVAL PLAN 2 PROPOSED SECOND FLOOR ROOF PLAN 2• 4 DRAWN5 NUMB SCALE = T/4"=1'-0" SCALE = 1/4"=T'-0" 1/4 = T'-0' 91, Da." p� " '-101•00 �OPNE`T'Ty-1 PA65 #OFT - -- - - STEVE AFFELT • EXI5TIN6 CHIMNEY TO __-__ __ ___ _. _ _-_ - -_ - - E)WINS CHIMNEY TO ARCHITECT BE D EXT6m®TO BE EXnNX TO COMPLY NTN RIC03.9 _ - - - - -__ _ _ -_ _ COMPLY NTH R003.9 = PHONE:(631)553-6333 12 _ - - -- - - SYSTEYL COORDINAALM TE PO BOX 762 Q 12 _ -_-- - _- -- -- -- NTN DRIER GREAT RIVER NEW YORK 11739 - - - BO.mft10A'WIFM zz� CON5IA.TANn ❑ ■ __- -_--__ - __- — - - - .___ -- FLAT DECK 59PM HATH2PROOFIN6 MB4L�RANE W F TY2O46 TYB046 PEDESTAL PAVER SYSTEM v vovr EXI5TIN6 BO.m R IUitlla IfAD BO.m ft NNAJH eFM Ell ll IXISnN6E I � III!IIIt-�� silnlllll ll�ull I� �� m EXI5TIN5 _u PLOT PIAN Pfab!®rW'R HNA EXI$TIN6 Fa451®ftQM 9LVA L----4 I I I I I r • I E----i I I I --------------J L----------------- E-------------------------------------- eeve° -----�-------�----------------- ftHALL CONSTRXTION NM LEPDER55 AID 6[17TERS 5/4'X 6'HOOD FASCIA YRtAPP®IN ALM. NO.DATE DESCRIPTION PROPOSED FRONT ELEVATION SIDE (SOUTH) ELEVATION VB41HAWI-SEF PLANS)D50FF 75 01 o6l1G 221J ED FOR REV B4 OINYL 51 6��_�� 02 10112112 IS51ED FOR FILING / R3 R SD AND STYLE 7o BE p3 02/06!13 15511ED FOR SGDN FILING SCALE 1 4" = 1'-0'" ROOF wnsTw.enoNT®�"a' N34 ARCHITECTURAL ROOFING N64 30#FELT PAPER AIR BARRIER NEW 2'x10ROOF RAFTERS a Ib'oc. EX15T1N6 J'STRAND 056 PLYW20D NEW 2'X12'RIDSI SFEATHM6 NEN 4X6 COLLAR TIE5 0 b4'OL. N34 2'X6'HALL 57115 0 Ib'OL.W R23 HEN 2'X10'CEILMS JOISTS 0 I6'o, ROLK NDoL 1N6LL.j'6YP BD NEW CONT.PJ06E VENTS EX1STIN5 2'X4'57115 to lb'O.G.W EXISTIN5 EXTEND ICE 5WJL12 24'HORZ DIM FROM IDEA..EanV a W'6YPS,MM BOARD ALL EAVE5,VALLEYS a JINGnON5 EXISTING AALLS a CL6 LWLE%NOT® W BATT 1NS 5WIV TO R49 OR 6REATER ANDERSEN NNWW(Wff v P,ETY�1 G.rS BUILDING PLAN REVIEW NOTE: EXI$nN6 CHI-W 1`0 __ ---- - --- ---—----- - --- - -- - - -- _ E:E EXTENDED TO L0N4PLYNiNRO03.9 /A/z, CUSTOM CUSTOM\\, YID i GLASS/ALM RAILING _ 5 5Y5TEMCIX)RDINATE CNHTOt CUSTOM 12 NTH OWNER - - ----- --------- -- __--- - -- Al 61155/ALLM RAILING - -- ---- --_--___---_ __ -- -- --------- - � UN 2023 SY51B4.CG0RORIATE ------ ------- -- - -- ----- - -- - I NTH OTN>Bz -- -- ----- -- ----- - --- ------ - --- -- - ---- - -------------- - FWBIbBS Wi81665 FW0I665 FWB166M gp,y�ftppga�p FLAT DECK EDPPi HATERPROO INE MEMBRA ----_--__—_—_ _ —_ --——_— _ — ___-i• li i.X5:11 —..-.. PEDESTAL PAVER SYSTEM FLAr DECK®PH YL4IERFRlXJFIN6 ;p r•ErreR ASE W N F PED(STAL PAVER SYSTEM i fray®�cao Hux wv®srcao rime PROJECT NAME, v vo- �.mft Be.mftR � KADILLAK nDl� �� ADDITION LI3 l�� i�� � I� NEVI TPOO46 EXISTING STREET ADDRF56715 MLL CRS ORME ErOSnN6 FX-SFj05TM6 IXI5nN6 EXISnN6 .o Tow EAST MARION STATE: 1lBL YORK -1� [ 111E_11I a POSTAL COOED u939 ljrL- Pk#50WAPLR way®ftoersaNA LOT 1000-13543755M N9,03ER, 1 BUILDING __ =i i i i ELEVATIONS I I I I I I I I I I I I PROJECT WOO 2022110zI I I I I �5 N g hj INITIATED DATE, 03/01122 VRAM BY: SBA --- I ---------------------------- ----------------------------------- E-------------------------------------- -----------------_- OWN5 BY: SBA PRA741N6 NRIIDER: REAR ELEVATION n SIDE (NORTH) ELEVATION A-200.00 a SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 9T�OFNE`I'ly�7riA � PAGE, 6 OF'7 STEVE AFFELT CONT RSL ARD r° r° ARCHITECT I PHONE:(631)553-6333 5-1/4'X 5-I/4'GLUCAN _ it p 5-114'X 5-1/4'6LULAM PO BOX 762 (21I�JM VELVX 51414 TaJ� ib KINC TFV,6 GREAT RIVER,NEX YORK 11739 V5Kri16Fff FAR AIR GAP BEHIND IIYi1LATION y� BS ON KILLS LAP BALCONY ACCESS R30 0-1/4'TW ROCK WOO.IW%LATION AND CEILLM65 BRID6E W.96*M611 WN y® X VCE2230u I { m MOUNTED TOO BRD6E CO L4L7ANT: Q4 5Kri16HT I O Oq 4 'lr`y `v b°.aa ri IffW m.ao rt wraHlFsa fl.b' 1' bW1' CABLE RAILING 5YSTB4 M PEDESTAL PAVER n BEDRa CLEAR CEDAR LAP "� EAVE SYSTEM OVER EPPM BOARDS ON WALLS AID FLAT ROOF SYSTEM LEILLIN65 m¢y®�raa naxe r-rtar®scao rur�c NEW 2X10 FJ5 a NEW 2XIO FJ5 a 184 2X10 FJ5 0.C NFYI 2X8 RR5 6 I6'OL. I6'O.C. Ib•OBa.ao RHraw ono 16'OL. en a°rt wKw�A° ® b'-O'6 METAL SPIRAL O p ') STAIRCASE r0 COMPLY 'Av.b W R311.7J0J PLOT PLAN o E'er 4 KITC N REAR PORCH AllflILL1®RCOR HEVA HEVA B as g EXIST 2X6 FJ 5 B EXIST 2X8 FJ5® EXIST 2X6 FJ5 a z - _ Ib'OL. 16'OL. 16,OL, NEW 35'.><O P51 EXLA�VATED L� WA 3,500 F51 _ EXCAVATED Y,WRFm 6.TH - CONCRETE 8'TH - CONCRETE FORJDATION � - - � CONCRETE FOMA7A7ION - WAJ.W/4 VERTICAL 18'1312'6 LALLY ) WALL W W VERTICAL BAR a 32'0L.4#4COLUMN W 24X24'12' - WR5 0 32'0.C.6 04 WRZONTAL BAR5 o 1 6' PL.FOOTING,TYP NORIZON7AL BARS a IG' O.C. OL. I - - OI 062622 15UW FOR REVIEW NEW 9,500 P51 20'X8' 02 10/1222 IS5W FOR FILING C, RETE F51 TINX8' CONCRETE FOOTINS 03 02/06/23 159W FOR SCDH FILIN5 CONCRETE FCOTIN6 W 2'X4'KEY AND 04 W 2X4' KND M EY A BARS o 8'OL. 13AR5 a 8'O.C. �1 PROPOSED SECTION THROU H BEDROOMS PROPOSED SECTION THROUGH LIVING ROOM SCALE = 1/4"=1'-0" SCALE = 1/4"=1'-0" OlLWDC�-1B r°.� 2XM ROSE BOARD - BUILDING PLAN REVIEW NOTE: 5-1 'X!-I/4'6LUTAM KIN6 TR t6S I 1 SEAL GYP BD TO END I STUDS W/CAULK,TYP QQ, �`.�•."" AI 6 IND INSULATION - (1-1/'THl ROCK W001. i TAPE ALL[RYWALL INSULATED Qq'ho i SEAL PENETRATIONS SEAMS CEILIN6/ATTIC t`t 0� I THROUGH END STUD W/ SEAL 6rP BD TO TOP AIR TIGHT FOAM PLATE W/CAULK,TYP JU _ 223 I._..✓ SEAL BALCONY A[CE55 /\\\ /// /// .� SEAL GYP BD TO �OP TNROU6HTPLATE K/ U 6 SOTTO PL TE W AIR T76Hi FOAM BRID6E W 36'H16H �'Ki y A METAL RAILING 51DE .—_ __ ____ ._.... --� MOLNI®70�IL5E. \\\ /// /// ^•: :'tai;!l n;qp ftYfi�'�nW B/KR a CLEARCEDAR LAP WARDS ON WALLS AUD SWITCHES ON INTERIOR LEILLIN55 B6,yo RwrcralFno EXTERIOR WALL �1�Nor RC-QUIRE PRO.IELT NAME 6'-0'6 WTAL SPIRAL STAIRCASE TO COMPLY 0 n TYP END WALL SEALING KADILLAK W R311.7.10.1 REAR PORCH N> 1 �� � SCALE = 3/4"=1'-0'• ADDITION d d m OUTLETS ON INTERIOR KALLSEALLS�NOT RC-Q11RE STREET ADDREfi, T75 KILL CRS DRIVE FELL DEPM IN9AATION OVER IC RATEPAIR-TIGHT TOWEAST MARION BNR HtVA L16HT FIXTURE L16HT FlXNIRF CAN STATE, X84 YORK EXIST 2X8 FJ5 a EXIST 216 HIS a EXIST 2Xb FJ5 0 AIRTI6Hf 7dltE CONIbC710N TESTED) POSTAL CODE: 114-9 Ib'OL. Ib'O.C. 16'OL. �''� 1570-1 �7 JWTION BOX BOTTOM PLATES ON LOTS 35-03-35) INTERIOR WALLS DO 517E 14144BE, WA _ NOT REQUIRE SEALING NEW 33,500 P51 ExcNNVA11D y _ BUILDING SECTIONS - - CO`CRETE W TN BASEMENT ��VERTICAL 1�4 Y °o AND DETAILS i BARS a 32.OLA M COL"W 24)¢4'12' HO - -� RIZONTAL BARS a I6' PL.FOOTIN6,TYP OL. SEAL CAP Wn-EVI INTERIOR RECESSED �CRYKALL�CAN INTERIOR WALL eo PRO FCT NMSM 2022-0021 LEALIN DO NOT REQUIRE RE R®RATI�Iw✓F IF SEALING G\5'CB C,1XA INS D DATE: 03/O� a CHECKED BY, SBA PROPOSED SECTION THROUGH LIVING ROOM FAIR CEILING AT RECESSED LIGHTS n TYP INTERIOR WALL SEALING DRAWINGIBMBER' * SCALE = 1/4"=1'-0" SCALE = 1-1/2"=1'-0" SCALE = 3/4"=1'-0" '9j. oarC+� p� A-300'00 �OFNE`7'1 PAGE 9OF7 �P STEVE AFFELT ALUIq_ OVER "DIV, ARCHITECT 861110 MKMDIN5 ROSE RY>f. M AND L�TO MATCH R00FIN5 ammmmi i `tT' NEW CERTAINf®PVC MOLDING 2X1 BLOCJQNG ADJ)STS FROM O•TO In'PER Fr.OF SLOPE COMPENSATION COMINXMIS RIDGE VENT 51t�.�ON H,RWCANE STRAFPIN5 WITH PRESCRIBED NAIs R_ ' PHONE:(632 553 6333 M7H 1N-'WT SCREEN 3 x 3•cERrANTEm PVC FASCIA I3D PH BOX 762 BOTH SIDES ASPHALT ROOF 5HM LES OVER FA5TN63o+FEL r WISE RAFTER 6RFA7 RIVER,NEW YORK 11734 00 PLoOO STRANDSWATHIV, Pte' CERTAINI ED SIDING OVER AIR FINGER 7 BARRIER 9 a v LOIEULTANT, RAKE FASICA DETAIL �IA,NON p1R 6� �LA770NA/'e6 � 9 P1� � F0.x e FINGER' MAPLE HANDRAIL:SANDED AND CLEAR .. COATED W/POLY URETHANE POW BOTH FINGER T,135 DOM HILL ROTATE DISCS IN RELATION TO EACH OTHER FOR MAXIMUM SLOPE COM IMATION 70 COFF65ATE FOR AN APPROXIMATE RAISE(0-436)OF SLOPE OAK WOOD NEWEL P05T 5ANDEO 6 PLOT RAN PAINTED WHITE VB LEVELING BASES RMCTON AS TWO LD4 LEVEJN6 DISCS WORKING T06ETWR AND ATTACH TO THE BOTTOM OF VERS/.DU5T PEDC57'ALS.2 L04s MAY BKED E STACKED 59.014 THE VB LEVELIN5 BASE IN ORDER TO COMPENSATE FOR ALTERNATE SIMPSON HURRICANE AN ADDITIONAL O'TO In'PER FOOT(04%),PROVIDING A MAAKH OF I-PER FOOT(6%)SLOPE COM 136ATFOR CO*5C70R5 AT EACH RAFTER RIDGE BOARD AS PER PLAN N RE-IN562r RB10VED TABS DRILL 51DE HOLE,INSTALL WASHER AND ADHERE IN-BETP EEN �1 RIDGE VENT DETAIL AfrowrrToSrvm1�POST TD PAVER(5 EPALIN6OYP)TOM4 PLACE BISE�,RIV HMTALIINE VESADJS7 PEDESTAL(5) TOP OF NEW DECK FLOOR PLW HOLE WC\0D TO A STAR STEP FASMON i0 LOMPETGATE SCALE = 3"=1'-0" MATCH RLVFIN6 OR YLATERPRCYJFIIS TOP OF PEDESTAL FOR SLOPINS SUBSTRATES.USE NO MORE PREDRILL OM F POST IN LLT CAVITY HEIGHT THAN 2 SHIMS,AND ADHERE TEM TO EACH FROM BOTTOM FOR LA6 BOLT MAX 6AP 1/6'WDTH OTHER MTM CON5TIWTION A171IESIVE VB SLOPE COMPENSATION AT PERIMETER(TYP) ADHERE SHIMS M WOOD FLOOR®6E STRIP TYPICAL 40 PSI BEARING SERFAGE VER ADJ)ST PEDESTAL PLACE kVTHI SLOPE TO DRAIN INSULATION PLACED UP51DE-POW POLYURETHANE DO NOT ADHERE TO SUBSTRATE ROOF DECK W TABS REMOVED CONSTWA;TION RADIANT HEATING GROOVED ADHERE MATIPLE SHIMS ADHESNE PLYWOOD SUBFLOR T06ETFER WE2 PEDESTAL NO.DATE DESCRIPTION PERIMETER PLACEMENT W/CANT STRIP Bl is UNDER VERSADJUST 01 06/26/12 ISaW FOR REVIB4 02 10/1222 ISSUB7 FOR FILIN5 ® ADHERE W 1H P 03 02/06123 I55UED FOR WOH FILING J'9 LA6 BOLT WITH THREADED E1ro �-�� 1 j°WOOD FASCIA TRIM PAINTED N&IITE Bit FLEXIBLE SHIMS MAY SIV LEL LAP SIDING W AIR Bit FLEXIBLE OP OF EACH P MAY BE BE BALED ON MI OF PEAL®ON TOP OF EACH PEDESTAL TO PIDGP7A15 FOR MINOR BARRIER OVER FJ(157 NEW(3)2X10 FLUSH ISMER W DAMPEN THE SOHO OF FOOT TRAFFIC. MAY BE CUT ^1 LEVEIN6 OF PAVERS WITH W Rlq IIN6 ON WALL 57105 ....:..:. ...:...:.........:..:...............:. SIMP50N JOIST HANGER Blls MAY ME USED 1${OLE OR CUT UNTO INTO V SHIMS. VARIATIONS. e W RI9 INSULATION SEGMENTS FOR SHIMMING. `-' MEMS LGE NO MORE THAN 2 2X3 SOFFIT BRALINS d lb' O.G.W VENTED VINYL SOFFT LINE OF CEILIN5 BEYOND MEW GYP BD BaOW BRIDGE JOISTS WADER AS PER PABll DETAIL BI Is ON TOP OF VERSADJUST AZEK TRIM OR E"MV,- EOUTV ALUM DRIP EDGE INTERIOR RAILING DETAIL PROOF DECK PEDISTAL DETAILS BUILDING PLAN REVIEW NOTE: BUTYL PEARMmZ Wltm H � SCALE = 3"=1'-0" SCALE = NTS AMDHZSEN W100W ��"' = t ••t %� C`• 1I STYROFOAM AIRFLOW BAFFLE PAVER (f(H SS 1i f M34 ASPHALT ROOF 5MN5LE5 W BOTTOM OF METAL CONTAINMENT 300 FLET PAPER OVER E45T 112' MAY BE BENT OR CUT ABOVE FASTENi3S PLACED AT •< d• d. A 'd• y OSB 51RA1ID PLYWOOD SUBSTRATE TO ALLOW WA7ER TO JOINTS BETWffN PAVERS V• d WINDOW HEAD DETAIL ATM's ESCAPE.ME7ALCONTAINENTM)5T ` ° JUN - 9 2023 1 SCALE = 3"=1'-0" BILLYCONTAIN PAVERS,AND LL L-Y TIE BACK IN TO A EUILDINS WALL LEDGER BOARD R SEAKEss OR PARAPET. 5TA1NLE55 — ALLM 6UrTER TWO PIECE EDGE STEEL OR -- METAL DECKING A10Bi5BR WINWW g` 22 6A 6ALV.OR c��1,.�r �•n ' -• ,c PRE-FINISHED METAL -- CONTIN)015 EXPANDING INSU- 5/4X6 FASCIA FOAM AROUND KMXH BOARD 4RAFPED PROX GT NAME: IN ALLM AZEK STOOL 4 VENTED VINYL SOFFIT KADI LLA K APRON TRIM OR PROVIDE CONT BEAD NH4 LAP SIDING W AR BARRIER ADDITION OF SEALANT Ar OVER J'OSB SIPATNIN6 ON WALL GI)TTER 5-LGKIN6 AND 6YP STUDS l R3 R161D IN5L ATON RITYL MEAT E R BOARD AGAINST SILL STREET ADDRESS: T75 MILL CREEK DRIVE PROOFING PLATE TOM N: EAST MARION FRAPPEO ARO,ND STATE: HEN YORK WII00W POSTAL CODE 11939 LOTS 1000-13503351 M610 BOARD SITE NkoER, WA INSULATION,MIN R-3 BUILDING N3qLAP51011,19OVE AIRCONSTRUCTION AIR BARRIER OVER J'055 D EAT INE APPLY CAIAK AGAINST RATES TO ON WALL STIRS W SEAL GYP BO r0 WALL TO CREATE AIR DETAILS :PRAY FOAM INSA- BARRIER.REFER TO AIR BARRIER DETAILS ON EN-002 tERED ARC PROXCT WIDER 2022-0021 �y y� INITIATED DATE, 03/01/22 QUO g�,EN B'T.c�•fA��O� ORAPN Br.- SEA CHECKED BY, SBA D WINDOW SILL DETAIL �1 ROOF SAVE DETAIL PROOF DECK EDGE DETAIL ORA�111e�"�' SCALE = 3"=1'-0" SCALE = 1-1/2"=1'-0" SCALE = 3"=1'-0" 92, o37g1A O� ^-5oo•oo FOFNE`1'L! PAGE. IO OF ENER6Y61,ARD ROOF PRIME MASONRY STEVE A F F E LT IN5ULATION PUBEROID/6AF6LA5 FASTENERS APPROX.24"(610 mm)O.G. ARCHITECT FEMBRANE SEALANT-CONTINUOUS BEAD RUSEROID SMOOTH MODIFIED BITUMEN FLASHIN6 MEMBRANE FASTENERS MAXIMUM H"(203 mm)O.G.FOR - MINIMUM 12'"mn) LENGTH5 UP TO 12'(305 mm)AND 4°(102 mm)O.G. PFbNE:(631)553$333 mm) PO BOX 762 BA5E/PLY 5HET(5) FOR LENGTHS ABOVE 12°(305 GREAT RIVER,NEW YORK 11739 ENERGYGUARD CANT STRIP-SET IN BITUMEN 'ep (y j'0 A325 6ALV 511 THREAl NAIL 3'fib mmJ O.C.SiAb602ED �6, BOLTS W I-V2*WASPS ANO IOLT5 PRI!-fE BOTH SIDES OF FLANGE AND SET li IN ROOF o 2"(51 mm)HIDE GLIP-APPROX.30"(762 mm)O.G. o,�., 0 2*HIP�R n� COMIXTANI"' GEt4FNT ON MOP MB,GOLD 413,5A W,OR BUR.SET RUBEROID /GAFGLA5 BASE FLASHING PRI!-ED FLANGE IN HEAT-5OFTBEP FIM BRANS ON TORCH APP AND HEAT-NEAT! 565 SYSTEMS. RUBEROID /GAFGLA5 MEMBRANE 5• BA5E/PLY SHEETS 1 ENERGYGUARD ROOF INSULATION - - - (U 5-V4',15-114-FALLAM COLLAR TIES CONTRACTOR TO VARNISH - O DECK J e PLOT PIAN 6VTTER FASTENED TO HOOD BLOCKING NOTE: WOOD BLOCKING I.WHEN PARAPET HALL EXCEEDS 24'(610 mm)IN HEIGHT,REFER TO DETAIL HB/BUR b,"HIGH PARAPET HALL." 2.MASOM2Y HALLS TO BE MI-M PRIOR TO RA5111N6. HOOD HAUS REQUIRE BASE SHEET NAILED TO HALL 6'(203 M70 O.G. N ALONG TOP AND LAPS AND&'(203 RTJ OL.THROU6HCUf TIE FIELD OF THE BASE SHEET ON THE WALL. WTE` 3.BASE FLA-'HIN5 ON ALL 15-S 20-)FAR 60ARANIg SYSTEM5 HA15r HAVE A BASE PLY. REFER TO FLA5H)N6 I.BA5E/RY SHEE95)TI/RHED OVER E771,E A MINIMIM OF 11/2'(36 rmJ OR THICKNESS OF NAILER,AHIGHEV02 IS 6REATFR. PEPBRANE APPLICATION AND FLA5HING SPECIFICATION PLATES. 4.SEALANT AT TOP OF 51AFACE-1400TED GOIMTERFLA514I145 15 A MAINTENANCE ITEM AND MIST BE MAINTAINED THROUGHOUT THE LIFE 2.FOR DRAINAGE OVER EDGE,USE METAL WITHOUT GRAVEL STOP LIP. OF THE ROOF TO ENSURE A WATERTIGHT SEAL. FLAT ROOF GUTTER DETAIL FLAT ROOF EDGE DETAIL KING TRUSS COLLAR TIE CONNECTION, TYP SCALE = 3"=T'-0" - SCALE = 3"=T'-0" SCALE = 3"=T'-0" NO.DATE PESCPIP170N OI 06/26/22 ISSI+ID FOR REVIBN NARDWWD FLOOR 6 02 IOA2122 15511ED FOR HLIN6 - HARD1,OD=FLOOR 03 02/06/23 IS%W FOR 51-OH PILINS PLYHOBEAM,SEE PLAN 1 6'XB•XI •TH STEEL PLATE -_—_ 3-1,12.0 5R COL,5/16'TH (U 5-I/4')5-V4'&aAM COLLAR TIES CONTRACTOR TO VARNISH BUILDING PLAN REVIEW NOTE: i 00 NOT PAINT 3-W-4,SR COL,5/16•TN (2)3'0 A325&ALV 5R THREADE P c'� : P BOLTS W 1-1/2'HASHER5 Alm BOLTS T is '4�.: !! F Vx6k1/4'THICK STS BASE r i°,aY,±: Pr__ NEW WITNOH(BEYOND) 3-1/2'0 STL EOL,5/Ib'TN HATE W 1/2'DIA x 12'LON& p $ NC3R ANCHOR BOLT AT EA CORM Ik LYVBLE RAFTER Ai I i 1 t EACH COLLAR TIE,TYP JUN — " 2023 D m n u 11 uz 2'-0' !L`:w',`)$ 4s, O.G. `r AEH V2'0 ANGH7R . BOLTSNEX Y >_..;" 091464,000 PSI S _ 0 FRO.IEGr NAME, c 6RAVEL BASE TO 95B KADILLAK •, NEN FOOTIN& BRA ADDITION - E%Is7 EARTH srR13=7 ADD!?F55: 715 M1u CREEK DRIVE 4 Tom; FAST MARION i d STATE. NEW YORK -- o o � a 3/6' LOIS 51TEN1110m WA ° ® o BUILDING ^ 4. CONSTRUCTION DETAILS a a aFRO.EGT NMBM 2022-0021 D�OyA INITIATmDATE, 03/0122 VRAM BY. RTA GEGKED BY: SBA PLAN// * .: * PRAWNS NAS: SC 4 KING TRUSS ELEVATION 5 SCALE 1-1/2"=V-0"ALLY COLUMN DETAIL 7H�� A-501.00 9p 03p� pF Nr.14 I. II OF T = �c y STEVE AFFECT ARCHITECT O 1- A I R .SID P4ONE:(631)553-6333 775 l�`II L CREEK DRIVE EAST /�/IARIOi�1, Nl' 1 1939 1'O BOX 762 ~ • ® GREAT RIVER,NEW YORK 11739 con5lxrALrr: DRAWING INDEX SCOPE OF WORK- DESIGN CRITERIA D.G.NO. DRAWING111LE INITIAL ISSUANCE REVLSION NO.B DATE PROPOSED`.£LOCO FLOOR ADDITION ATOP FOOTPRINT OF FXISTM6 FIRST FLOOR(1)NEVI BATHROOM(0)ADDITIONAL BEDROOI TOTAL OF 0)BEDRODI BUILDING PLANNING-DESIGN CRITERIA(TABLE 301.2.11 MIN.UNIFORMLY DIST.LIVE LOADS 1-001.00 MILE PAGE.ORA'1.00 N;77 NO INDEX&1111 PIAN 10/12/22 1 01!24123 SON GGHFUI um I.D�1&A2 _ REPLACE EXISTINS CMI FOUNDATION AND F�7IN6 DUE TO FIELD CONDITIONS DISCOVER®DLRIN6 THE START OF GOISIRLGTION EdRL1RD SNOPI LOAD: 45 PSF EXTERIOR BALCONIES 60 DEAD LOAD, 10 P5f vi G4XT2.00 CODE REQUIR'cMENTA.DCODE COMPLIANCE NOTE 2'.S AND STRUCTURAL STANDARDS 10!12/22 1 04/20/13 FI04124/23 FRSSTRFLOOR LIVE LOAD: 40 P5F 40 ZONING ANALYSIS SECOND FLOOR LIVE LOAD: 30 PII PPH2 VEHICLE 6ARA6E so G-003.00 HURRICANE STRAPPING AND SIGNAGE ENGINEERED WOOD 10/12/22 1 04/24/73 ROOF DEAD LOAD IO PSF ATTICS NTHORBTLRA6E 10 ADDRESS/BOROUGH: 775 Mllt CREEK DR EAST MARION.NT 11939 Ilii OTHER THAN S 20 ARCHITECTURAL R�r-'NOW SPS' 30 PPP R�F6017�R TFW75LEEPIN6 40 BLOCK/LOT: 1000.135.0003.00-035 100 BASIL NND 5P®: 130 MH � 51�1� 30 A-IOOAD FOUNDATION PLAN&FIRST FLOOR PLANS 10/12/22 1 04/24/13 ZONING D61RIC1: R40 ��EL�4RE LATE60RY' B STAIRS 40 A-101 AO SECOND FLOOR.ROOF PLANS&DETaLi 10/12/22 1 04/24/23 5EL5NC DM6N CATE60W 13 Q/ARORAIL AND HANDRAIL 700 ZONING MAP: EASTMAl l PF_ATHBI AREA SEVERE A-2=0 ELEVATIONS OF EXTERIOR 10/12/12 1 00/24/23 FROST LINE DEPM: 3'-0' A�OOPO 9URDING iKiKJN AND DETAILS 10/12/22 1 00/24/23 PROPERTY DESCRIPTION: ONE PANTRY RESIDENCE NUMBER OF STORIES EXISTING I STORY.PROPOSED 2 STORY T9AlITE AREA, MODERATE TO HEAW 5th A-500A0 BUILDING CONSTRUCTION DETAILS 10/12/22 1 0.1/26/23 CONSTRUCTION CRSS: TYPE V-WOOD FRAME DECAY AREA: 51J6M TO MODERATE Ell WINTER Dil TB�ATL!?E: II RAFTERS W/SLOPE 6REA7B2 THAN 3/12 NTH Ib FINISHED LEILM6 UIBD A-50110 BUILDING CONSTRUCUON DETAILS 10/12/22 1 04/24/23 OCCUPa4CY: RESIDENTIAL.R-1 PLOOR HAZE V Z. YES W FLLRE IREDZONE INT-POLLS 1 PARTITIONS HA60 PLOT PIAN LOT TYPE: INTERIOR LOT AIR FREEZINS INDEX, 599 A LOTi/PLASTER®CEILM65 L1240 WAN ANNUAL TB�ATIRE: 50 ALL 071132 5TI/LT.STER OR I LOTAREA: 11,105(70 x 1071 NYE;CLIMATE ZONE: 4 EXT.PO LS N f LOAD OR STLGLO H1260 DESCRIPTION REQUIRED EXISTING PROPOSED COMPUANCE FEMA FLOOR ZONE, NZA EXT.POLLS WND LOADS NV ERNiBLE FINSHE LA240 EXT.WALLS.NND LOADS W/FLEXIBLE FIId51g5 11120 GENERAL REQUIREMENTS N PERMITTED USED(28U124) VARIES ONE FAMILY DWELLING ONE FAMILY DWELLING YES GROSSFLOORAREA LOTS UP 1020.000 Z100i108.5(,2.5%)-2238.1 1.097 1.7251E YES STRUCTURAL CALCULATIONS LOT COVERAGE(280-1241 20%=2221 11.097(92%) 1.09719.8%) YES YARD REQUIREMENTS LOT WIDTH 70'-0'SITE PLAN 1 /16" — 1 '-0" LOT DEPTH 5'-0"/ 142-.7 1042-T NO OC ANNGE E EXIST NONLOMPLY REQUIRED -12", ) FLOOR J06TS TFdd15T FACTOR-I 11.M@HL-Da1GFIR al LUMBER-SAM 2X10 FJ.5®IIS'OO. REQUIRED FROM YARD 35'-0' S7-7 57 9-3/4- YES NND FACTOR-Ohl MAX WALL Ii-"' RFXRE12 SPAN-17-7' REQUIRED SIDE YARD(28046) 10'MIN,25'TOTAL 21'-V',45'-4'TOTAL 24'-9^,57'8 TOTAL YES SLS ROOD AOJ,5TMENT-I USE 2X6 STUD B Ib'Of,-,CK (MILL CREEK) LLNISER-SAM 2X10 RR5 o Ib'O.L. TABLE 314-MIN PAW THICK?E =7 b' REQUIRED REAR YARD(280461 35'-0' 36'1-1/P 36'1-1/4-NO CHANGE YES HERD LOAD SPAN-1256 X 97 X I-OK MATY SHFATHM NN 1 Po`1vD HEIGHT REQUIREMENTS STOW LOAD SPAN-1256 X I=-DT-NN K SF€AR HALPANEL THOKNd55=Mb'NN SHEAR WAILS AS PER PFCH 3.4.42 MAX.ALLOWABLE HEIGHT(280461 35'-0".2-I/25TORIES 16'-11STORY 26'-I1'.25TORI3 YES PURSE/£AFS-TAKE 319 AS PER PFLM Ell NO.DATE DESCRIPTION MOM�� ��S AND El tiONFL711i U FLOOD ZONE ZONE AE(EL 6) WA_.OK LIPLIFT Of 08/26/22ISSIEDFOR RFAEH SNP S 4527'42"E S 41'54'15"E REO.4 OF BD COMMON NAILS M EACH END 02 10n222 155W FOR MINIS 26.14 ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS.ALL I CTR I K OF A7ISD COMMON NAILS IN EACH RAFTER JOIST TO TOP SSP'6 07 02/08/23 155LED FOR SLDH FICINS e Ap g6 24.29• MECHANICAL.AND PLUMBING WORK IS TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS.ALL WORK B TO CONFORM TO THE 2020 —I Th�95-�•f FI-A6 L COMMON =4 04 061151 REVI5ED FOR TF iil£5 PILINS E%ISTING AND NEW ,S T (tie distance) ECCC OF NYS. Fill` 102m c.� FOUNDATIONS& rJ"Z2 Vine OWNER SHALL NOTIFY THE TOWN AT LEAST 24 HOURS BUT NO MORE THAN 48 HOURS PRIOR TO THE START OF DEMOLITION =Vhg Ftr 8d Conmon Nob Fleld K OF CO04ON MARS IN EACH FOOTING TO BE S 5T 5 h.yh t1d@ Ed r 115 OF I V4'X 20 6A STRAP=3 4'Per.Edge Zoro b 6 1.126 sOFT cone footing Ldarb�Z—B 6 12 D�6TLwoxs�_aaDDT+s'1 coni Wa 6.le Tx 14all 111 4 4 1-8' coni Wall rgu,Ls FRM8N9-TABLE 318 NO 4,%0 LBS. sEismc 2,4cn Les. rocks REC/IIR R 12 -11 LR�- ISE 2 FIR n ISE 2X89 Ib'O.L.—OK metal fence in a a NEW MASONRY STOP conC. WOII FC �'N TO BE CONSTRUCTED UJ 0•7•w _ AT 12"ABOVEZi t\Fill A N ADJACENT GRADE (� mo 05'W masonry PLUMBING RISER DIAGRAM SKYPLANE DIAGRAM 11 = 10'-0" BUILDING PLAN REVIEN NOTE: stoop a 4i AREA OF 205ILO n SOFT 2ND STORY ~ � 24-q 112' 28,3'...,, _ BALCONY ILI) FOOTPRINT OF%ISTING 33,/3j� / t1i..f r�l outdoor n L�LTp�� Ay , 0 DWELLING h �I I ' SCE11.E f( E shower, n L J 8.5'x4.5' S AREA STORY 17 ADDITION 0Jiq Z TEMP REMOVE AND (� � r` I I / CJ Iy f� IM ®® `\ /� O tJ.I RE-BUILD OUTDOOR / `�� JUN L 2023 W SHOWER S.B I PL1BBtam I • (� �� IL' 8'0 X 4'-0"DEEP I STORMWATER DRYWELL 21.7' C@ ?`3.6' ysau Baa CONNECTED TO 26'-4 3/4% 2, _ 3 GUTTERS&LEADER, 1 B l/2" TEMP REMOVE _ JTYP.of T 1 9tOOp O Mason ANDER-BUILD (� ENTRANCE r` I XUr� L!® SGaii0la IG{Fdil rwe� Illy IH �rWELL : F '7 aveem a 2a'a 2B'-n rr O Q r shed on Z ¢ N P N N I Oud a T I PRDrsr NAME. Li cone. pod Y �i 1 i����_��_-=�=___�� //�i� KADILLAK `r/ O SNEW YSTEMA SEPTIC RAnE C R''� `' '�% ADDITION STREET ADORE�i: 775 MILL EAST DRIVE z blueston \� RCE EMOVPoEDL TO BE drive _ STATE. EAST FWRION NEW MASONRY STOP 3 __ - - STATE: TO BE CONSTRUCTED _ `\ fffH YORK AT 12"ABOVE R=75. _ _ __ _ ___ _____ _ POSTAL LODE: 11439 00• Cors 000-las D3asl ADJACENT GRADE—/a 6 q0 •q0"� 1_53.54 / --——__ ___--_ __ '\ s1TF NICER: wa t eg�� / -=_--- ---_-=-= -- �\ TITLE PAGE, ON ��� DRIVE s / - --_ -- - -`--- DWG INDEX & SITE pole �g .x / ® ® ® PLAN / 14 PRo.Ecr Ni 2022-0021 „ y,RETiEO�O.S, INITIATED DATE: 0310122 DRAM Bi -13A 3 b Rf1 cilc K BY: 567 ORAW;N6"LIMBER.T-001 03765A '00 rFor Nfi't'1yO PAGE: 1 OF 9 p � cE � wE JUN 3 0 2023 li p �•,�N4��R 11 � I . 111 .a. Y r r aw souto LO►k ��IO �� \ ° � IFgi uNITs ♦ 6 ! ' _`Vl M ^,��� SNDE.I�SC,ION !� ' � Vim_ � `a Ott e" \ SdJNp as �f .« y � •� � � s � m Omrtr a<drnx h� . m - ! w 10, N ♦ 'W m r IbW RQ d z !4 l •,d• n y DR. v E P ae, SOVpOV\E`N •+ y u tit s • NI •I, b ` 44 ' NOTICE COUNTY OF SUFFOLK © E 1. SECTION NO O,"r_ _ Real Property Tax Samoa Agency r N �. o.a�. •_ "'— a iwibL^rbrRNNIW.NiHMt W, t a 135 NAM txo 1M• ------ P PROPERTY YM OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 com LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To. Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 11, 2023 Re: LWRP Coastal Consistency Review for JOSEPH KADILLAK SCTM# 1000-135-3-35.1 Steven Affelt on behalf of JOSEPH KADILLAK requests a Wetland Permit for the existing dwelling with a 1,126sq.ft. footprint; temporarily lift the dwelling, remove the existing crawlspace and partial basement and construct a new full basement constructed with new 1,126sq.ft. foundation walls and footings in-place and 12" above adjacent grade (8" higher than existing); construct a second story addition to dwelling; remove existing masonry front and rear stoops and construct new in-place, at a height of 12" above adjacent grade; remove and replace existing cellar entrance in-place; construct a 205sq.ft. second floor seaward balcony; remove and reconstruct existing 8.5'x4.5' outdoor shower; install gutters to leaders to drywells to contain roof runoff; and to replace the existing cesspool with a new I/A system landward of the dwelling. Located: 775 Mill Creek Drive, Southold. SCTM# 1000-135-3-35.1 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 action is CONSISTENT with the LWRP the following is considered: 1. Minimize turf with the installation of a vegetated, non-turf buffer landward of the concrete wall to further Policy 6. 2. Preserve existing trees. 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 John G. Stein,Chairperson rug Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., July 12, 2023, the following recommendation was made: Moved by Carol Brown, seconded by Caroline Burghardt, it was RESOLVED to SUPPORT the application of JOE KADILLAK to construct a second-floor addition (628 sf.) and interior alteration to existing single-family dwelling. Lift dwelling and replace concrete block foundation. Located: 775 Mill Creek Dr., Southold. SCTM#135-3-35.1 Inspected by: Shannon Wright, Carol Brown The CAC Supports the application with no construction seaward of the dwelling. Vote of Council: Ayes: All Motion Carried Steven Affek) AIA PO Box 762 Architecture Great River,NY 11739 Intelligent Design (631) 553-6333 Su p AWE Board of Trustees Town of Southold JUN 3 0 2023 PO Box 1179 54375 Main Rd Southold,NY 11971 Southold Town Board of Trustees SUBJECT: Requested Letter Concerning Scope Kadillak Residence App #49047 775 Mill Creek Dr. Southold,NY Dear Chairperson and the Board, Thank-you for your concern in this matter.Your office requested an explanation of why the amended scope of work submitted to the building department does not qualify or could be considered demolition as defined by the Town of Southold zoning code. The code definition is a follows: Any removal of a str7iatire orportion thereof, where the total cost of the reconstriiction of the straactiare orportion thereof exceeds 50% of the market valine of the existing strzra re before the start of removal. The foundation was found to be in unfit condition to sustain the proposed second floor addition.There was settling near the basement,caused by water ponding,and vertical cracking occurred. In combination with the proposed work for the original application,the contractor's price for the repair rivaled his price for a vertical lift and new foundation. The cost of the original dwelling prior to work commencing was approximately$760,000 as estimated by online real estate services.The cost of the lift and foundation work being$55,000,is much less than 50%of the market value of the dwelling and property.Equivalent vacant lots have not sold in recent years,so removing the value of the lot is difficult.Estimating $250,000 would seem reasonable for this size and shaped lot,so the dwelling structure value of$510,000 is well above the 50% threshold. As to the argument that the proposed cost of the new work combined with the cost of the foundation replacement,would then cross the threshold,I have three positions for your consideration. 1) If the projects were separated,each would fall below the 50%threshold. So,one application for the lift and foundation could be filed,and a second for the already permitted 2.d story addition would be filed.Neither would qualify as a demolition as defined by the code. 1 2) Real estate valuation is speculative.The speculative market in Southold has seen prices of land on waterfront properties up to 1.8 million per acre (12/16/2021).The effect of land valuation on the definition of demolition in the code essential eliminates the value of the existing structure on the property. I'm sure that's not the intention of the definition,but the effect using values at market rates is detrimental to home owners. 3) Construction costs have skyrocketed.The cost of construction has also become unreasonable,which skews the valuation in the definition of demolition to,again,negatively effect the homeowner.The average kitchen remodel had ballooned to $150,000,bathrooms regularly cost$35,000 with new fixtures and tile.In this structure's case,two new bathrooms and a kitchen would put the project over the 50%threshold.As with my last position,I'm sure that's not the intention of the definition,but the effect using construction costs at market rates are detrimental to home owners. PO Box 762 Great River,NY 11739 Tele:(631)553-6333 steve.affelt@ngmail.com I hope that this assessment of the definition of demolition in respect to the work proceeding,and which is under you review, aides in the consideration. Please let me know if there is anything further that I can provide. Respectfully, Steven Affelt,AIA License No.037611 PO Box 762 Great River,NY 11739 Tele:(631)553-6333 steve.affelt@gmail.com DiSalvo, Diane From: steve.affelt@gmail.com Sent: Thursday,June 15, 2023 3:08 PM To: DiSalvo, Diane Subject: 775 Mill Creek Dr Good afternoon Diane, please see the detailed project description below for the project at 775 Mill Creek Dr.Southold, NY. I also overnighted the site plans you requested,you should have them tomorrow. Project Description for 775 Mill Creek Dr.Southold, NY The proposed project consists of a second story addition, and a second floor balcony. During construction,the contractor discovered compromised foundation walls due to long term water damage.The project was re-submitted to the building department to add lifting the house,the removal of the existing crawlspace & partial basement, and the construction of a new full basement constructed with new foundation walls and footings.The current dwelling is 1,126 sqft ground floor and the proposed new foundation and existing dwelling to be set back down will be 1,126 sqft,or unchanged footprint.The first floor height will be 12" above adjacent grade,which is 8" higher than existing.The dwelling will still meet the sky-plane requirements.The masonry stoops will be temporarily removed and replaced, at a height of 12" above—adjacent grade.The existing cellar entrance will be temporarily removed and replaced in the existing location.The second floor balcony, in the rear of the dwelling facing Arshamomoque Pond,will be 205 sqft.The outdoor shower will be temporarily removed and replaced.The new roof will have it's gutters and leaders connected to new 8' dia x 4'-0" deep drywells.The existing cesspool is to be removed and replaced with a new I/A system.The dwelling will have no additional bedrooms added, and will remain at a total of 3 bedrooms. Thank-you for your help with this Diane -Steve Affelt,AIA (631)553-6333 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. J E 1 JUN .1 5 2023 1 i SOUL,i0i7 Board of Trustees 1 Glenn Goldsmith,President �4 SCjjZ- ":� Town Hall Annex A. Nicholas Krupski,Vice President Y1�4� /r��'�yj 54375 Route 25 ". P.O. Sox 1179 Eric Sepenoski 3 'i Southold,New York 11971 Liz Gillooly us a Elizabeth Peeples �*� 19C Telephone (631) 765-1892 Fax(631) 765-6641 enum \P-, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Onl �pg r oastal Erosion Permit Application DD,Wetland Permit Application Administrative Permit JUN – 9 2023 Amendment/Transfer/Extensi o Received Application: Q'Z� Received Fee: Southold Tom Completed Application: _�At.Zo Board of Trustees Incomplete:_ SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: .—Coordination:(date sent): K LWRP Consistency Assessment Form Sent: a T—CAC Referral Sent: _Date of Inspection: Receipt of CAC Report: Technical Review: _ _/ Public Hearing Held: ,Z Resolution: Owner(s) Legal Name of Property (as shown on Deed): .toe Kadillak Mailing Address: 166-26 Powells Cove Blvd Whitestone, NY 11357 Phone Number: (917)622-0717 Suffolk County Tax Map Number: 1000 - 135.00-03.00-035100 Property Location: 775 Mill Creek Drive. Southold, NY 11939 (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): Steven Affelt Mailing Address: PO Box 762 Great River, NY 11739 Phone Number: (631) 553-6333 _ Email: steve.affelt@gmail.com __ Board of Trustees Applic ion GENERAL DATA Land Area(in square feet): 11,105 Area Zoning: R40 Previous use of property: Residential Single Family Dwelling Intended use of property: Residential Single Family Dwelling Covenants and Restrictions on property? Yes _z—No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? VYes _nNo 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 _Z_No If"Yes", please provide copy of decision. his project re any demolition as per Town Code or as determined by the Building Dept.? MYes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date Southold Bldg Dept 03/22/23 #49047 ElNo prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? NoE] Yes If yes, provide explanation: Project Description (use attachments if necessary): _ Construct 2nd floor addition (628 sqft) and interior alteration to existing single family dwelling. Lift dwelling and replace concrete block foundation. Board of Trustees Applic ion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Update, expand dwelling and increase views. Construct 2nd floor addition (628 sqft) and interior alteration to existing single family dwelling. Lift dwelling and replace concrete block foundation. Area of wetlands on lot: 546_ _ square feet Percent coverage of lot: 05 % Closest distance between nearest existing structure and upland edge of wetlands: 32 feet Closest distance between nearest proposed structure and upland edge of wetlands: 32 feet Does the project involve excavation or filling? ❑ No 2—Yes If yes, how much material will be excavated? 170 cubic yards How much material will be filled? 0 cubic yards Depth of which material will be removed or deposited: 8 feet Proposed slope throughout the area of operations: 0:12 Manner in which material will be removed or deposited: Fill will be excavated under existing dwelling by small machine and be trucked off-site in 20 yard containers. 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): The proposed work will have no affect on the wetlands. There exists a concrete wall that acts as a bulkhead between the wetlands and the work area. 617.20 Appendix B Short Environmental Assessment Form Instructions for Comp9etin� Part 1 -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 I 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: Kadillak Residence Project Location(describe,and attach a location map): 775 Mill Creek Dr Southold, NY Brief Description of Proposed Action: Update, expand dwelling and increase views. Construct 2nd floor addition dwelling. and interior alteration to existing single family dwelling. Lift dwelling and replace concrete block foundation. Name of Applicant or Sponsor: Telephone: (631) 553-6333 Steven Affelt E-Mail: steve.affelt@gmail.com Address: PO Box 762 City/PO: State: Zip Code: Great River NY 11739 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that W1 ❑ 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: [-V—/] ❑ 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Che I land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) �lndustrial OCommercial [Z]Residential (suburban) Forest Agriculture ❑Aquatic QOther(specify): Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the coning 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? ✓ 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:____—_ W] ❑ 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: ❑ Z 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ___ ❑ Z 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. ntify the typic bitat types that oc n,or are likely to be found on t1�-project site. Check all that apply: HShoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban ✓ Suburban 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 17.Will the proposed action create storm water discharge,either from point or non-point sources? NOV( If Yes, a. Will storm water discharges flow to adjacent properties? ZNO OYES W] 0 b. Will storm water discharges be directed to established conveyance systemsff an dras)? If Yes, briefly describe: 5O �TESm 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: Fv—/] ❑ 19.Has 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: F7 ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: F7 ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spons n e: Siften Affelt Date:06/07/23 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 I 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 I. 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? F I . Will the proposed action impair the character or quality of the existing community? �. 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El E]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 ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: E a. public/private water supplies? b.public/private wastewater treatment utilities? El 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, ❑ a waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 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 El 1:1problems? 11. Will the proposed action create a hazard to environmental resources or human health? 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 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-term, long-term and cumulative impacts. 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. ❑ 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 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Joseph Kadillak owners of the property identified as SCTM# 1000-.135.00-03.00-035.100 in the town of Southold , New York, hereby authorizes Steven Affelt to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Proper y wner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF�" ,A 20 'v�-3 otary Public #{ - KELLIE A. STAMM ¢ Notary Public, State of New York Nn. 01 ST6035196 i Qualified n Suffolk County Commission Expires December 27, 2aa5e Board of Trustees Application AFFIDAVIT Joseph Kadillak BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)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. Signatu Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS S DAY OF 20 a3 Of Notary Public KELLIE A. STAMM 1 .Notary Public, State of New York ,s Nn. 91 ST6035196 Qualified n Suffolk County Commission Expires December 27.2V_rk APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The numose of this form is to provide information which can alert the town of nossible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Steven Affelt (Last name,first name,middle initial;unless you are applying in 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 personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood, marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO 7 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): 12A)the owner of greater than 5%of the shares of the corporate stock of the applicant _n (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 7 da June 2o23 Signature Print Name Steven Affel Form TS 1 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: 135-3 - 3 `--/ 13-5--3- 36 J3S� 3 - z1a63 STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at I that said Notices were mailed to each of said persons by CERTIFIED MAILIRETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public ° Glenn Goldsmith,President d FFQ Town Hall Annex O��SU ��C�G��. A.Nicholas Krupski,Vice President 54375 Route 25� y�x Eric Sepenoski y x P.O.Box 1179 rvlLiz Gillooly p Southold,NY 11971 y Elizabeth Peeples O� Telephone(631)765-1892 '�1p1 � �a � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of JOSEPH KADILLAK COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, Sy ylr-- A rc�� , residing at/dba �11 Ur \o E L being duly sworn, depose and say: 10That on the 7 day of 1J V , 2023, I personally posted the property known as -1-7s V\I LA- c ow Dx Sov�ftLQ K/-r I Ig- 1 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,July 19,2023. Dated: (signature) Sworn to before me this daTci� 20s� CONNIE D.BUNCH Y ofY 3 Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County ` iv.o' /a '�✓l Commission Expires April 14,2� Notary Public 1 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: Doreen Sidor 1000-135-3-34 645 Mill Creek Dr Southold, NY 11971 Virginia Memoli 1000-135-3-36.1 845 Mill Creek Dr Southold, NY 11971 Bours Living Trust 1000-135-3-42.3 12 Hemsley Ln Great Neck, NY 11023 STATE OF NEW YORK COUNTY OF SUFFOLK Steven Affelt residing at 41 Leeside Dr, Great River, NY , being duly sworn, deposes and says that on the 7th day of July 20 23 deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold, that said Notices were mailed at the United States Post Office located at Great River , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIP . Signature Sworn to before me this Day of' ��7LA-& - 20 CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Notary Public Commission Expires April 14,2-CQY U.S. Postal Service-, U.S. Postal 86rvice" CO CERTIFIED MAIVI R-JEtC151PT I GERTIFIEDMAM RECEIPT Do Ln mestic Mail 6111Y ru Domestic Me// L6 .tv, �oy ktf)2 Y southpiO "I t1971 il Ce r ru 7C.rllffledMall Fee $4.15, L� ru -- — Er Certified Mail Fe� �m $4.15 $ X 0739: -.0737- E 7 R1 $ �iateil I,Fees(check box,add f, ru V Is I::I I box,1 Ta-1—d—1..f �ri,—a,.) Extra Services&Fees:i I I ❑Return Receipt(hardcopy) ,'I, rU E3 0 Return Receipt(hardcopy) I AM $ Return Receipt(electronic) $ M []Return Receipt(electronic) $—SIL 00 Postmark ❑Certified Mail Restricted Delivery lt,-03 - -3 $ JUL ore r-3 E]Certified Mail Restricted Delivery $ Here El Adult Signature Required $ [:3 E]Adult Signature Required $ JUL C3 1:3 $0 An. -7 2023 El Adult Signature Restricted Delivery$ El Adult Signature Restricted Delivery$ C3 Postage r3 Postage $ $0.63 $0.63 $ 07/677 Total 11111 1111 1112legaii 0/1717/21703 Total Postage and a 21623 1—dir C3 81.13 C3 a $ $ 0.135 rU Se 0 ru Sent To ru 6, 7/ws r ru f (AIVVA M CM 0 L I -.-Ip--A-j,Tt.- N-------------------------------------------------------- 'SiFi5i----d-A- iii-16yu----- I Stre C3 ------------------------------------------------- 17, Cit State, ----------- Vie _P ------------------------------------------------------------ --b------------- -------( ---------------------------------- L deLk, 1 11 D71Ip (1911 MLO ai=; rim U.S. Postal Service':' CERTIFIED MAILO' RECEIPT- U') I Domestic maii owy n M '0 r• s ti k add ',(h (check 7,ox, out Certified $4-15 "17.39 I $ C `- rU Extra Services&Fees ichokbox,adI u (hardcopy) ejffp,(fR1a1e) El Return Receipt(hardcopy) $ r r 0 Return Receipt ( .ctrn'.) 1J Return Rec011pt(electronic)-- as ct $ Ll Ll C3 OCerfified Mail Restricted Delivery $ Postmark C3 QOAdult Signature Required El Adult Signature Restricted Delivery$ JUL 2023 C:l Postage U.63 $ Total Postage and f a o 07/07/2023, $ 13 rU Sent To ru - ------ - V ----- 6(Z --------- - Oi5i anAP---o.,orPORXf-O- - -------------------------------- I Y----- ------�/ --tw I ------------ ---------------- I-------------- ----------- NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: JOSEPH KADILLAK 104 SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing dwelling with a 1,126sq.ft. footprint; temporarily lift the dwelling, remove the existing crawlspace and partial basement and construct a new full basement constructed with new 1,126sq.ft. foundation walls and footings in-place and 12" above adjacent grade (8" higher than existing); construct a second story addition to dwelling; remove existing masonry front and rear stoops and construct new in- place, at a height of 12" above adjacent grade; remove and replace existing cellar entrance in- place; construct a 205sq.ft. second floor seaward balcony; remove and reconstruct existing 8.5'x4.5' outdoor shower; install gutters to leaders to drywells to contain roof runoff; and to replace the existing cesspool with a new I/A system landward of the dwelling. Located: 775 Mill Creek Drive, Southold. SCTM# 1000-135-3-35.1 TIME & DATE OF PUBLIC HEARING: Wednesday, July 19, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 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 making 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 si ign ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 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 in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not 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# 135.00 -03.00 _035.100 PROJECT NAME Kadillak Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ✓❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ 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: Update, expand dwelling and increase views. Construct 2nd floor addition (628 sqft)and interior alteration to existing single family dwelling. Lift dwelling and replace concrete block foundation. Location of action: 775 Mill Creek Dr. Southold, NY 11939 Site acreage: 0.25 Present land use: Suburban Single Family Dwelling Present zoning classification: Roo 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: Joe Kadillak (b) Mailing address: 166-26 Powells Cove Blvd Whitestone, NY 11357 (c) Telephone number: (917)622-0717 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 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. a Yes ❑ No ❑ Not Applicable In an effort to comply with the LWRP and minimize the effects of construction and over development,we have proposed an addition to the existing dwelling that does not enlarged the footprint of the dwelling,nor does it encroach on the wetlands.This addition and interior alteration will update the property and compliment the developing aesthetic of the neighborhood.The owner is also pursuing a new I/A septic system with the county health department as a separate project. 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 W1 Not Applicable There are no historical or archaeological resources on the property. 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 ❑ Not Applicable In an effort to comply with the LWRP and enhance the visual quality and protect scenic resources,we have proposed an addition to the existing dwelling that does not enlarged the footprint of the dwelling,nor does it encroach on the wetlands.This addition and interior alteration will update the property and compliment the developing aesthetic of the neighborhood. 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 S through 16 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. 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 16 through 21 for evaluation criteria ❑✓ Yes ❑ No ❑Not Applicable The owner is also pursuing a new I/A septic system with the county health department as a separate project. 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—Policies; Pages 22 through 32 for evaluation criteria. ✓❑ Yes ❑No ❑ Not Applicable The owner is also pursuing a new I/A septic system with the county health department as a separate project. As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No ✓❑ Not Applicable This project will have will have a new energy efficient HVAC system and will have a positive impact on the air quality. 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. ✓❑ Yes ❑ No ❑ Not Applicable The owner is also pursuing a new I/A septic system with the county health department as a separate project. PUBLIC COAST POLICIES 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. 0 Ye❑ No❑ Not Applicable As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. Therefore the access to the wetlands seaward of the bulkhead remains accessible. Attach additional sheets if necessary WORDING 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 Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑✓ Yes ❑ No❑ Not Applicable As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable No agriculture existing in the surrounding area to this property. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. IZI Yes ❑ No ❑ Not Applicable This project will have will have a new energy efficient HVAC system and higher insulation values therefore will have a lower energy impact than the existing dwelling. PREPARED BY Steven Affelt TITLE Agent for Owner DATE 06/08/23