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HomeMy WebLinkAboutTR-9863 Glenn Goldsmith,President "'�„ �; Town Hall Annex 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 March 16, 2023 James L. Walker Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969-1201 RE: DOMELUCA II, LLC 14895 ROUTE 25, EAST MARION SCTM# 1000-23-1-2.10 Dear Mr. Walker: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 15, 2023: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit#9863, as issued on April 14, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 'r*, . Glenn Goldsmith President, Board of Trustees GG:dd INTER-5CIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 • 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 11969-1201 • 631-283-5958 FAX:631-283-5974 www.inter-science.net February 27, 2023 Glenn Goldsmith, President Board of Town Trustees Town of Southold, Town Hall Annex 54375 Route 25, P.O. Box 1179 r � " Southold, New York 11971 Re: Domeluea II, LLC Dear Mr. Goldsmith: Enclosed please find a check for$50.00 and a formal request to renew Permit 9863 issued to Domeluca Il, LLC 14895 Route 25 East Marion Suffolk County Tax Map Number 1000-23-1-2.10 issued April 19,2021. That permit is to expire on April 19,2023 and the property owner needs a renewal. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, J es L. Walker Pr ncipal Planner JLW: jlw Enclosure Copy: Dale Szabo, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES Glenn Goldsmith,President Town Hall Annex A.Nicholas Kru ski Vice President p 54375 Route 25 Eric Sepenoski Liz Gillool " P.O. Box 1179 Y " Southold,NY 11971 Elizabeth Peeples q 63 Telephone• , p ( 1)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 8h&k4 Zet3 Completed in field by: Inter-Science Research Associates, Inc., on behalf of DOMELUCA II, LLC requests a One (1) Year Extension to Wetland Permit #9863, issued on April 14, 2021. Located: 14895 Route 25, East Marion. SCTM#: 1000-23-1-2.10 Type of area to be impacted: ,. Saltwater Wetland Freshwater Wetland Sound r. 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 Glenn Goldsmith,President ®_�`�®F S®U� Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G � Telephone(631) 765-1892 Elizabeth Peeples ol` ® a® Fax(631) 765-6641 Cou T`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 18, 2022 Steven Affelt, AIA P.O. Box 762 Great River, NY 11739 RE: DOMELUCA II, LLC 14895 ROUTE 25, EAST MARION SCTM#: 1000-23-1-2.10 Dear Mr. Affelt: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 16, 2022. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9863 for a 14'x82'1" swimming pool in lieu of the previously permitted 18'2"x82' swimming pool and to construct a.23'-8" x 14'-8" underground vault for the pool filter equipment; and as depicted on the site plan prepared by Steven B. Affelt, RA received on October 24, 2022, and stamped approved on November 16, 2022. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd ZONING ANALYSIS a ADDRESS /BOROUGH: 14909 MAIN ROAD BLOCK/LOT: 1000-23-1-2.10 ZONING DISTRICT: R40 RESIDENCE x PROP05ED 5UBTERRANEAN \ PROPERTY DESCRIPTION: ONE FAMILY RESIDENCE FILTER EQUIPMENT VAULT a NUMBER OF STORIES EXISTING 1 STORY GIBBONS POOLS 100'-0" SETBACK FROM WETLANDS A5CONSTRUCTION CLASS: TYPE V-WOOD FRAME 171 BRIDGE ROAD ISLANDIA,N.Y.11749 MARKED BY 5URVEYOR IN RTIDAL- '0 Oti \ TEL(631)851-3000 FAX(631)851-2107 77DAL WETLAND BOUNDARY AS DELINEATED „ MA SH AREA °5 OCCUPANCY: BY EN-CONSULTANTS JULY 14, 2015 N62°0041 0' ) f `-'� CODE COMPLIANT FENCE 9' FL TI OCK ___ — --- �'� LOT TYPE: RESINTERIOR OT MrAN HIGH R LINE ]S7 _ ---0 ---+ WOOD LOT AREA: DOCK 406,811 SQFT 9.33ACRES `— ,� e -_ = DESCRIPTION REQUIRED EXISTING PROPOSED 5ELF LATCHING 5ELF GL051NG GATE �Oh - - _.. /� __',216_ J T =�__— '�� '1, � COMPLIANCE -' _ �• a GENERAL REQUIREMENTS - GOMPLYINS WITH 8326.5.3(8) �— DF t�18,• as +off N-_ roRCnw-MU LOCATED OCATED =� � s MAX REAR YARD COVERAGE 3%of 406,811 = 12,204 11 SQFT(2.7%) 1 1,493 SQFT (2.82%) YES '`•+ A ; / ,• , ,•�»;-+ ♦ • '� ocK _ ACCESSORY BUILDING REQUIREMENTS « EXI5TING 10'x 62' 5WIMMINO POOL TO BE ;' . ,•,•'•« ' + ' `' r? za _ \\ , y,:.,. . +• �/''�� \ L.!M!TS OF ARTICLE 25 REVISIONS EXTENDED TO 10'X821 • «. ,.«, , , •'•t� L. . 4� \ JURISOICTION ON NORTH SIDE _ - S , ,s ' za 16 \ MIN SETBACK FROM SIDE YARDS 25' 0" +,♦ ♦ + a v«y' ..'.4 *,:; + « _ ;,f -r _ TANK 6 OF PROPERTY AS DETERMINED '� ` ,,«f,, •, .�,.» . _ _ i-...+ G:::"l; 20 18 .�' YE DESCRIPTION / .'s • ,,,,,' .,;t:L,' "_ ;�%£;,,'�' -"';,,t, rvD'srtR-..�.-. \\� BY NYSUEC ON 05/25/74 n/a 265' S„ ` DATE 25'-0" - a 1 - YES 01 -11-22 o cn o. --- o zs t2 \ MIN SETBACK FROM REAR EXISTING FILTER EQUIPMENT 70 BE � !�/ � ��` '> • > 'I' _ 22 \ ` n/a 103' 1' ti-22 ISSUED FOR INITIAL REVIEW d,. // ,' .,* r/'` / _ WOOD N 1,3 .O` 4 E I, SA'TARY REMOVED O f ; 9 1' 0 4 ';mS SYSTEM • DOCK o ; ,,:. ': x VE DNC. o: x ; lw a.: .4:u;� SELF LATCHING 5ELF GL051NG GATE « • .., :,� °:. -�.. .w.r.:a,s.::;si:;a ,";. D!Ax 'DEEP L.P ZONE X - P H sa• 5 5''i'•`" .;'..:;. 1 : „ D.3 14 COMPLYING WITH R326 5 ( ) O /� ' + 4 « i « /. •.I __ .— Q Y.N 16.1' _i 4.,d�BH.; 'P ,.. -. / , .?sFE:'>V<.i'r• 6 L•,tN,Y,K'S,.,,: 'ti:. 1:F. .",R-141-1 1a 3' .3 V L..!- 1,1' 1 .:, fir;. 20 ,\. r < tt, '"ew"sr•:o.., r.."x. ;� :M°r:.'.�;:' _ r' .,'`'•?'. os'r�aaa" >6e -wipy!:ii.,rr+,t, ST'f FRM;"'m': 1 I n PROPOSED 8 PRM ZONE AE EL 8 .� ' '''+•. 'f- 'MI`:"(` � J WV)U DEEP ORYWELL '' :.` : . . w• ' WIDE DECK o ,,-^owJ 41.1 ♦:.• + . Q ( YtA ER r 25 \ A ♦ ,,I `, , Yui':; N '.,.J C 'fCRNS \ A\'«�« ♦` + `Tt .r/�; w I 6 500 1. ,'.5i`,:�E:;'",�-+t:..:t,a, ': •,...... ���'° . .« 0 „ , a ` g fir;==u:Nr :,'r,:..- ; x :wr ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS I)�1V '0N o . « . ♦ o ;; fLL 27 73' k . .. E L.P.I) :•:``•` • } a x, : :'a:': ' ;; E`° O AGI06.1 GENERA - J TI N T �,. \ , , , r 2s, ;� r;�; t:X., f :.: �,. 4M. L 5<G O OUTLET5 SHALL BE DE516NED TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR 5PA. ## SINGLE OUTLET SYSTEMS 5UO-1 A5 AUTOMATIC VACUUM GLEANER 5Y5TEM5 OR OTHER SUCH MUTABLE 5UCTIOIN OUTLET5 *`• «'•` 1 n I z.a' 25 s BELG. BL.K. CURB t eq, SAra: `.` t . 265-� f si srE: :nurD crLRv 4' •'�' iz K: ^m�,. WHETHER ISOLATED BY VALVE5 OR OTHERWISE SHALL BE PROTECTED AGAINST USER ENTRAPMENT. . + 7.4w . ♦ . « •RASKE IhA LL'• LAND N/F FUTURE POOL HOUSE FILED 1 I ««,;, .•.'. o/ 23 Y mCOVERED :,CAr ,'...+.: ,> W LAND N/F E Fi;€ --PORCH ,.i.v:r:•,4e.i�._ Or - A6106.2 SUCTION FITTIN55 - ALL POOL AND 5PA SUCTION OUTLET5 5HALL BE PROVIDED WITH A COVER THAIT F BY OTHER5 UNDER A . ♦,..«'.;. v1", zi - -- .. 21_----- a wnrER"��-- � � REED RUBIN �. I + !+. +�♦« '' 1 U.P. -(STERN Q :a I ,/.. GEO THERMAL 0- ! • -- J I It 11 r BENCHMAP c 1 _--- T i! K I� _E G NF RM W, A I O O 5 TH N5 A ME 5 AII2.19 R / .8 0 A 2 J W. I X12 WELLS DRAIN R L O AR LS L R o GE R - o O AN P - ON - I� APR APPLICATION � APPROVED CHANNEL SEPARATE L r G A NE DRAIN L I - 511' ow, « - STEM TOWN F 0 1 urH OL 1 fs _ z X E 0 s , ,.,. E G PTION• SURFACE SKIMMER i r.- 0 `" 3`'.' P� I 193 .a: N i ��I I ' ; ° ;,4«` t: :•,:n, ,;..,,,, 1 , i _ - F' L J / A6106.3 ATM05PHERIG VACUUM RELIEF 5Y5TEM REQUIRED. ALL POOL AND 5PA 51N6LE OR MUTABLE OUTLET CIRCULATION 5Y5TEM5 5HALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF GRATE COVERS. SUCH VACUUM BELIE / :. 5� ,1 CW NJELL �'1 / • • . + 3 _ 0 5Y5TEM5 INCLUDE AT ALEA5T ONE APPROVED OR ENGINEERED METHOD OF T / HE TYPE 5PEGIFIED HERIN A5 FOLLOWS: f IAND N/F I. 5AFETY VACUUM RELEA5ED 5Y5TEM GONFORMING TO A5ME A112A, 17 OR o ,�v ( . ••':{ o :. 2. AN APPROVED GRAVITY DRAINAGE 5Y5TEM ro w1 \ / of AG106.4 DUAL DRAIN SEPARATION. SINGLE OR MULTIPLE PUMP CIRCULATION 5Y5TEM5 5HALL E P �' L B PROVIDED WITH A ,O i I ---12 �'- _ y"j I' = \ MICHAEL MENDILLO MINIMUM OF TWO (2) 5UGTION OUTLET5 APPROVED TYPE A MINIMUM� � ,S �` \ U HORIZONTAL OR VERTICAL DISTANCE OF THREE MON' \ / (3) FEET 5HALL SEPARATE 5UGH OUTLETS. THE5E 5UGTION OUTLET5 5HALL BE PIPED 5o THAT`�'� I • '''�'�'�'' A THE WATER 15 DRAINED O� ~ ` •,•,• ', _ _ 12.2'FR M� �\:ti- '. rtr ! \ ;� \ THROU5H THEM 51MULTANEOUSLY THROUGH A VACUUM RELIEF PROTECTED LINE TO THE PUMP OR PUMP5. 16.1' \ r \ '•:.:. :•:si �, : +• BARN oDR eLcc. k' `�\ •'`','`':'a .1 Sib No AN ARY R% O \ WFLL l -12 EVERGR@!HEDGE & ° EIL �- '�' \ 3 16.1' TD OL aSs �\ Q \ f �° \ '`•` •, DEMOLISHED t9 ± ,•,•,•: «• 'PARTiA L;APSEU ell' d :` -- '„/•'. �'_ ' NOTE: O O L': -`.I'+ + '. _ RM. SHED. AY ��-,- __ \ GCIJ. • , • '«« .+ ._«_ ` PREP, FFEI FEMOE 6 .,',v >„ c3\ . . Au,lx „ , FENCE NOTES: REFER TO PAGE PL-102 FOR ENLARGED `s� � « `•`• . . , . + ♦ . / \ 1000-23-1-2.9 L c ;,: s.r. \ LAND N/F POOL FENGINS 5HALL COMPLY WITH SECTION AG105 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE AND THE 51TE PLAN FOR MORE CLARITY. \t•. + . •« «•♦ /30'WIDE NON-TURF LL YwEL o ,µ \ OUFFERa of 2017 NEW YORK STATE 5UPPLEMENTAL BUILDING CODE. POOL GATES 5HALL 5WING OUT AWAY FROM POOL. \`•. \;•`�'' ' + , 3 U �� \`' \ �\ \ 5 <x I 1 JOHN BABKow LATCH MEGHANiSM MUST BE AT LEAST 3” BELOW THE TOP OF GATE AND THE GATE AND FENCE BARRIER SHAY L : M r \` '+'•• +'i'•::•••• :•'•`'' ' °° \ `P ' I HAVE NO OPENING GREATER THAN WITHIN 18 OF THE RELEA5E MEGHANI5M I i o PROP.OEER FVICE ' - '♦ .'« F GJ � .,.-^w.�;m9._„_ AT FLAGGEDKTLOVW EDCE OF ♦ « • . + + �� \ `-,� ,«,]SJ s�(.., \ _- •:�`� �. Fs `S �`\r=.. \\ .. 'yam rJ] 'lj'' ' ' •'`'`' \6'6'0 t�1 ( �..J I OO � \ •` p LAND N/F F-- GENERAL NOTES BYTIDALE -CONSU BOUTS As DELINEATED µ sTn OO FIRM ZONE < OF `• BY EN-CONSULTANTS JULY 14, 2015 +♦' + . i �� `• FIR.M��pNE-gNOAR 12 'X. �o ��_ `_� � WELLS CHARLES CAMPBELL I I. THE DE516N 15 BA5ED ON DRAINAGE SOIL WITH<I0% SILT. 5ROUND WATER 5HALL NOT EX15T WITHIN THE LIMIT5 OF EXCAVATION. IF GROUND WATER EX15T5 WITHIN 6'-0"BELOW GRADE, SPECIAL DEWATERING FACILITIES WILL BE ' oy REQUIRED. . nDAL wN-CO BOUNDARY AS DELINEATED - �� gyp, A,P(Ei 2. NO SURCHARGE ALLOWED WITHIN 4'-0" OF SHALLOW END AND 8'-O" OF DEEP END . BY EN-CONSULTANTS DEC. 5, 2013 - \ + ..�.. ;9 ilk* 3. THE PNEUMATICALLY APPLIED GONG RETE(C-UNITE) 5HALL BEA 1:4 MIX WITH A MAX OF 3 GALLONS OF WATER PER Q 80L135 5AGK OF GEMENT S05°17'36. ,,: �..``'• �0 A' a # - I ON. " � I 4. REINFORCING STEEL 5HALL BEINTERMEDIATE 6 ADE 60, BILLET STEEL WITH MINIMUM LAPS OF 30 BAR DIAMETER. LAND N/F 5. POOL WATER BY OWNER FILL POUT. POOL TO BE KEPT FULL DURING FREEZING WEATHER, PUMP CAPACITY TO BE 190 70' a ` ��•. *} `:` U.P. ` I of MAIA RUBIN SUFFICIENT TO EMPTY POOL IN24 HOURS. ��'�. ` I G 6. FILL 5POUT TO BE J"6005ENEGK WITH AN AIR GAP BETWEEN 5POUT AND POOL. 98P, " e I 7. THI5 15 TO CERTIFY THAT THE CONSTRUCTION OF THE 5WIMMIN6 POOL ON THE 59BJECT PREM15E5 WILL NOT REQUIRE ti'Q'rYMEAN HIGH WATERLINE ' sTONs sq, �y ANY SPECIAL DRAINAGE INSTALLATION. U.P. \ e INTERTIDAL £wqY U.P. � 8. THE POOL WILL BE CON5TRUCTED OF PNEUMATICALLY APPLIED, 5TEEL REINFORCED CONCRETE AND THE: POOL MARSH AREA '•+ ° MON. WATER 15 DESIGNED TO BE GONTINUOU5LY CIRCULATED THROUGH THE FILTER AND DRAINED FROM YEAR TO YEAR. THE DRAINAGE FROM THE FILTER WILL NOT INTERFERE WITH THE PUBLIC WATER SUPPLY A4NITARY LOT COVERAGE_ 2��U, o �'� ' ��� CEDARS , THE EXISTING 5 QO 5TRUCTURE5, NEIGHBORING PROPERTIE5, OR PUBLIC HI6HWAY5. UPLAND LOT AREA 112,200 S.F. �� P(�1�7T1 .,,� POND��J��JJ _ IAND N F `. ��oma, RIGHT OF WAY q. POOL GON5TRUGTION 5HALL CONFORM WITH ALL 5TATE AND LOCAL BUILDING 00 E5,2018 15PSG (INTERNATIONAL EXISTING BARN: 1782 S.F. of / ;1 SWIMMING POOL AND 5PA CODE), THE 2015 IRC THE 2017 NY5 SUPP EMENT EXISTING (3) SHEDS: 378 S.F. �00°3� DOMELYCA 11 LLC L 3,9� � ��`o � 10. 5WIMMIN5 POOL ENTRAPMENT PROTECTION 5HALL CONFORM WITH ALL 5TATE AND LOCAL BUILDING GOOE5, 2018 PROPOSED POOL: 1492 S.F. (AND N/F 19,?.,?,?, !Y �, �.`: 15P50 (INTERNATIONAL SWIMMING POOL AND 5PA CODE), THE 2015 IRC $ THE 2017 NY5 5UPPLEMENT. PROPOSED GUEST HOUSE � 1 V�/PATIO: 5153 S.F. of -------- _..._.._...—...—._.. rowN of sourHOLD TOTAL PROPOSED COVERAGE: 8805 S.F. or 7.81 ' O AS SHOWN ON TIDAL 4 O� 0 145.02 O WETLANDS MAP#724556 nRL-36805'_._-- - --- DRAWING NAME: I T - -- - - -- 8"w� �0A1� POOL SITE PLAN U.P. f3°N5 _..-..- -• - S6 50.00' A ( R 25) RAMP.BOAT L���2 A PROJECT NAME: X10 3 / INTERTIDAL /--- MARSH AREANORTH FORK�Zg��-� RESIDENCE a PVvONti �pGC ADDRESS: 14909 MAIN ROAD TOWN: EAST MARION - STATE: NEW YORK 2£32.40 (� `� ;yi, �sr r*; BY POSTAL CODE: 11939 NCTM#: 1000-23-1-2.10 B r D CF 'I 7 TEES ID NUM: N5 9'47 r -- / MEAN HIGH WATER LINT .. T SO I IHOLD $ Dg- DA INTER ODAL : �® N68-,51'02"E' MARSII AREA ;'' c� 103.10 25) '`rj• �-3 76'11 j "Vv MFN� Nor ' s5o°bO LAND N/F 'vOE DF PPJE. // - ^ - PROJECT NUMBER: 2022-046 -S INITIATED DATE: 11, 07/01/22 of BROWN, HULSE, KALIN & QUINTANA," �� DRAWN BY: SBA 0 CHECKED BY: RG 0' 30' 60' 120' 0 CT 2 LI, 2022 DRAWING NUMBER: SITE L 1" = 60'-0" Boa'-0 o uthoidTown PL- 1 •o® 1 and of Trustees 50ALE = 1"=(q0 "'-0 PAGE: 1 OF 5 MAONA LATCH 5ERIE5 3 VERTICAL FULL CHILD 5AFETY OATE --�) +-,- I- -, 4_4�__J 1 1 �-------___ OR A5 PER PLAN .. . ____�_�*_�__ 1 --o" kqETLAND 5ETBA6K , - i 2,0 tt A TEMPORARY 4 FOOT H16H GON5TRUOTION FENCE MU5T BE ERECTED '' - , � " � 100_O" 5ETBACK FROM k4ETLAN05 A5 ... I ... : . . G-RA" _ / . I . . . . � . .. .. . .,-7 . ,� . .. . , 0 ­ j ...-, . . - . . . ... . ! . . * . i I... _­ --­-1- ____ 11��o----- __ __ . . , . .. . . , . . . . ! _'­ i i - li- THE E30TTOM RAIL TO THE TOP OF THE NEXT HI&HE5T THE OATE AND FENCE BARRIER 5HALL HAVE NO OFENIN6 GREATER THAN�" kqITHIN 15" OF THE 11 1,\ / \ . I I I " " I -) _�, i t_1 /, i i / . (_��n I AN ALARM NHIGH PROPUr,E5 AN AUDIBLE k4ARNIN6 kqHEN THE DOOR AND IT5 _50CREEN IF PRE5ENT DATE DESCRIPTION � I'll,1�11 ,� i \\ / I I 'i . ,.,..-I ..: THE MECHAN15M ARE OPENED. THE ALARM 5HALL 5OUND CONTINUOU51-Y FOR A MINIMUM OF 30 5ECON05 I I ,� �/ i i i/ . . .r��.` . _.- 4. POOL FENCE 5HALL FULL'r�VRROUND POOL kqITH NO BREAK5. H005E 5HALL 13E 05EP A5 A BARRIER ONLY IF IMMEDIATELY AFTER THE DOOR 15 OPENED AND BE CAPABLE OF BEIN6 HEARD THRO06HOUT THE I 11 ye / I--- - 21 -- --------- -------------- -i 11 " ' - / � 2 . 0 ' I ' 7 � b. FENCE P05T5 5HALL BE 2"x 2"x q2",BLACK ENAMEL COATED ALUMN �00- " z __ L 2 .0. ...' F LR . I . . . . � . � .* Pk4ELLIN6 BARRIER NOTE: I j , . :-� _` ONC � .___ I.......... I/ . I i .. .. "( ...11,,l / � . . . . � � . . . . � FOR A COMPLETE ALUM OATE IN5TALLATION.(51NOLE 6ATE 5HOHN) I VET '' * /I I . I .. . . . I 11 - . . I I � . � . . . I . . 11 /, / : 1, I - � � � � I . � . I . " , : NEPq CONCRETE PATIO . � . . . � . . / 'I-, -1-11" I 11 . . 11 P P.."R. (----' H . """ i I i .. . I . � , I � . . . . . . . . .................\... 1 11 I : . . . . . . . . . I . . I � . . � - I-— 1, - - . i .:. ...... . . i . . . ". - , -1111111— . � .. . � j . . I . . � � .. 1--\ " j / f" , 11 2 1 � 4 � . .. I I 11, ! ___j :1� "_.:N , ; . '... . x i .. : : ,:, � �_A * . , I * . �'. I - "I, \ " 1 ,,, ,,, " , x � , , " . '*"* * I 7 : � .. . . I. . .. 1. ... -. . X'l�-\,,, 11 """, .. . . . . ,�X_ ," I 11�j ,,I /", ........1. I . . . . .. ., i " . . . � . ; 1 .I .. ___j . I . . . . . . l " -l" ""q,", . I I * '* , .". . , . i . . 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I � I I -- _�_ I - _____ I I : .. ..... � -.............._ I I ; ...___...__....-........ ; : ­­....� �....­--- ..................... : � I V E D DRAWN BY: SBA CHECKED BY: RG Of 4' 81 16' R OC T 2 4 -20-12 DRAWING NUMBER: . . m 0 OQ N r�""v+xr syr � m mf' f ttr cs� 2'-2" m GIBBONS POOLS 171 BRIDGE ROAD ISLANDIA,N.Y.11749 BEAM DETAIL D TEL(631)851-3000 FAX(631)851-2107 1 POOL :SECTION 56ALE : I/8" = I'—O" REVISIONS DATE DESCRIPTION T-10 1/2" II'-I" 11'-1" 12'-0" 121-0" 111-0 112" II'-O" 5'-11° 01-11-22 ISSUED FOR INITIAL REVIEW a a � w 2'-2" �1 \10 � , I I 7'-4 ( ry ti w w to a a ,- F71 ,- VN gE � -ell I cv a d — — — — — — — — — — — _ _ _ _ _ — — — — — — I r xi I _ — _ — — — — — a'' 4 LI 6'-2 1/2" 164" Ib'-4" 8'-2" 8'-2" ib'-4" 10'-5 1/2" 0' 2' 4' 8' 1/4" ENLARGED POOL PLAN (2) CONT. #4 BAR5 2 (4) #4 RE-BAR5. (2) #4 RE-BAR5. DOWEL INTO BEAM, MIN 56ALE : I/8" = I'-O" CONTINUOUS BOND BEAM 2'-4 3/4" CONTINUOU5 BOND BEAM 10 3/4" BEAM EMBED 4". EPDXY WITH 10314 1'-611 4" ALL AROUND. ---- ALL AROUND. HILTI HY70 HEATER , :z ',:;`�s.,. <t I " WA5TE ENERGY CODE COMPLIANCE PROVIDE 5A5 FIRED POOU5PA HEATER b;; 1' r TO CONFORM TO THE IEGG 2015 ff NY5EGG FILTER5UPPLEMENT MARBLEDU5T ... MARBLEOU5T EIN15H %-� — E11415H 4 BAR EPDXIED INTO _ m m 2 3/4 BEAM AND WALL 12" O.G. ... PUMP HAIR LINT TRAP #4 STEEL RE-BAR SCHEDULE ' '`' "` #4 STEEL RE-BAR SCHEDULE m d ° d DOWEL INTO BEAM MIN DOWEL INTO BEAM, MIN DEPTH: < 5'-0" > 5'-0" s.;;, �„ - DEPTH: < 5'-0" > 5'-0" '' , rt,ar 6 ► "' w EMBED 4". EPDXY WITH EMBED 4". EPDXY WITH 3/4" HORIZ. 12" O.C. 12" O.C. Z HORIZ. 12" O.C. 12" O.C. z � WATER LINE < HILTI HY70 HILTI HY1O ®12" O.C. C VERTICAL 12" O.C. 6" O.C. > VERTICAL 12" O.C. 6" O.C. d BOTTOM 12" O.C. 12" O.C. W °a 1'-8 3/4" BOTTOM 12" O.C. 12" O.C. W I'-8 3/4" TBI? WAY EACH WAY EACH WAY EACH WAY T� n SKIMMER COVE RADIUS COVE RADIUS ° VARIES. "' VARIES. 45 2" RETURN TO INLET 51DE WALL MAIN 6 MIN. — 24 MAX. 6" MIN. — 24" MAX. � c, DRAIN a;. d #4 RE-BAR. ;` #4 RE-BAR. ° d SEE SCHEDULE a SEE SCHEDULE a a ° ° °d Cd c3 BEAM DETAIL A BEAM DETAIL B BEAM DETAIL C BEAM DETAIL D DRAWING NAME: ENLARGED SITE 3 PIPING SCHEMATIC POOL BEAM/WALL DETAILS PLAN & DETAILS 4 SCALE = N.T.S. SCALE = N.T.S. PROJECT NAME: NORTH FORK COVER POOLS VANISHING UD BRACKET RESIDENCEPARTS NO.'S: COPING STONE UDS #170119, 18" BRKT TOP WITH 1-1/2" #170113, BRKT BACK PLATE OVERHANG #080342, 3/8-16 X 3-3/4" BOLT TO PUMP- - #080061, NUT 3/8-16 TOWN: EAST MARION LEADING EDGE #080338, BOLT 3/8-16 X 3/4" HHCS SS RE 14909 MAIN ROAD �slzE* #080336, ANTI-SKID TAPE STATE: NEW YORK TRUNK LINE MUST BE 2" ANGLE IRON POSTAL CODE: 11939 1/2" X 7" COARSE NCTM#: 1000-23 1-2.10 SIZED TO MEET MAXIMUM THREAD SS HEX BOLT WITH VELOCITY REQUIREMENTS iv 2 WASHERS AND NUT (TYP.) ID NUM: FOR SUCTION PLUMBING PER LOCAL CODE �, T ° S -,C.7 C 5 w CA °' d STEEL REBAR 4" PVC DRAIN PIPE TO , DRYWELL e c e' WITH 1/2" HOLES DRILLED IF NOT USING HYDROSTAT ¢. EVERY 6" PLUG 2: PORT ° ° a ' '9�, 037'61'1 �0� ENILARGED SUCTION ELEMENTA ROCK UP BRICK OF N a . PROJECT NUMBER: 2022-046 E C E, INITIATED DATE: 07/01/22 -----a DRAWN BY: SBA SIDE WALL DRAIN COMPLIANCE AUTOCOVER BOX DETAIL oUCT 2 4 �1? CHECKED NU RG n � DRAWING NUMBER: SCALE = N.T.S. 6 SCALE = N.T.S. SrJ�rtt�n!d Town PL- 103*00 Board of Trustees PAGE: 3 OF 5 _..................................._....................................__..__..___..._...._.............._..__. r ,1 n91r Y 1 I GIBBONS POOLS 171 BRIDGE ROAD ISLANDIA,N.Y.11749 _-----.._...................A.,___.....................__.__..._ TEL( ) 51 3000 FAX( ) 51 2107 _....__..__. L 631 8 X 631 8 - 3,500 P51 P.G. 5TEP5 LANDING __._..............._._......_............._..__ ____. _._._._._......._. 8" THICK, 3,500 P51 GONG WALL W/#4 , _ REVISIONS BARS e Ib" O.G. VERT 24" O.G. HORZ ''" „yam DATE DESCRIPTION 01-11-22 ISSUED FOR INITIAL REVIEW ....Y _ ................._..____._.._...,., ..............,,__..___.............__,.._..__.._._.._..._.._.__. ------pR 8" THICK, 3,500 P51 GONG WALL W/#4 BARS ® !b" O.G. VERT 24" O.G. HORZ ___.__........_._.._.,,__..__. 4'-O"(P X 4'-O" DEEP PREGAST \ \ DRYWELL RING W/DRAIN. \ I------------------- — - - - - - - - - —1 I---------------------- ------- ,---- — — ......................................................................................._........................ ....._..... ,. i. hl ao_ _ _ _ _ _ _ _ _-- ------- -- --------- ,— ------- -------- " I 4 0 W x b 8 H HM DOOR 4 FRAME W/LOUVERS. I I PAINT W/TNEMEC PAINT. I - — ' � GONG CONTRACTOR TO INSTALL DOOR BUGK - - N POUR RECEIVER WHE INC I I , - I I Iii i 71-117/& 41-411211 8 _ �' Q, o # � -- I EXHAUST&"4b ° I REFER TO OPENING d v I I :"� I I I n — ° " i I LINTEL REBAR p ( I I I I ° ( 'C SWITCHED v -' W1TH LfGHT EXHAUST 6"0 PLACEMENT DETAIL FOR v lO" THICK, 3,500 P51 GONG I I I I 2"m POOL SKIMMER Q '%'' `r ON TIMER. o .:,; I AREAS WITH PIPE 0 WALL W/#4 BARS ® 12" O.G. I I I I I -' n;,:., a o a O �? VERT 24 O.G. HORZ ( I " `"" I I 2 (P POOL SKIMMER CHANGE PER PENETRATIONS AND a� _ MIN AIR DOOR OPENIN65, TYP O O %? d a o, a UA I I I I 2 HOURS u I I I `� TO POOL SKIMMER I ( FUTURE EXHAUST b"cD i I `' �, I I I I ° ° 2"0 POOL SKIMMER II II II YIP POOL MAIN DRAIN II ELEG POWER 1-114"0 I a � 010 o _ I ku, -- I I 13'-0 315" I I I I I I o m I I I I I o 12" THICK, 3,500 P51 GONG SLAB t^I/ BARS ® b" O.G. EACH WAY(ABOVE) I ` I '1(�<, b R GRACE BITUTHENE WATERPROOFING MEMBRANE 4 DRAINAGE BOARD ON ROOF AND WALLS, TYP DRAWING NAME: 4"TH 3,500 P51 P.G. FLOOR EQUIPMENT 5LA6 ATOP b CRUSHED I I COMPACTED STONE W/ 10 MIL f 2, o VAULT PLANS I VAPOR BARRII R 1.4X(.4 WWM I I p I I HI-E2 POOL DATER ' 0- /TOR PROJECT NAME: 5'-O" I I I I I NORTH FORK „ RESIDENCE „ i ADDRESS: 14909 MAIN ROAD 12" HIGH, 3,500 P51 GONG r TOWN: EAST I I 4 �6 S MARION RA15EP SLAB W/CRUSHED Q I I I ":.� ,__ r ....� -- -1 n .............................. - /- STATE STONE FILL. PAINT LEADING r- - - } -- EDGE YELLOW I `;# NOCTM#CO 1000-23-112.10 INTAKE b � i 3"� POOL RETURN ID NUM: -- 12" THICK X 22" WIDE, 3,500 P51 GONG FOOTING W/CONT#4 BARS ® 8" O.G. I I ° ''a r,', , II' ; t �L I I -- - - - - -- t O D i it Zt FUTURE INTAKE b°m �� aE� B. L-- ------------------------ -- - I „ „ r co � I I I , „ r , rlr r i%i —————————————————————————————————————— J L— ——— — — — — —J OP 14'-8 3/8" PROJECT NUMBER: 2022-046 D E C E I INITIATED DATE: 07/01/22 DRAWN BY: SBA CHECKED BY: RG EQUIPMENT VAULT CONSTRUCTION PLAN EQUIPMENT VAULT PIPING -'/LAN OCT 2 � r�cr. DRAWING NUMBER: - SCALE = 1/2"=l '—O" 2 SCALE = 1 2"=1 '-0" Souttiold Town PL- 104*00 / Board of Testees PAGE: 4 OF 5 �6RADE ABOVE VAULT 111111111hIlL111111111I1I1 11111111111111111111111111 GRADE ABOVE VAULTS EL: +25-8" EL: +25'-8" 1 I t T.O. VAULT 5LA5 TOE'OF VAULT Alk EL: +23'-8" EL:+23'-8" B.O. 5LA3 CEILING _. --_- _.............._.........__...-__- _. B.O. BLAB CEILING : ..,. EL: +22'-b" �.................._..... EL: 22'-b" GIBBONS POOLS 171 BRIDGE ROAD ISLANDIA,N.Y.11749 TEL(631)851-3000 FAX(631)851-2107 T.O. STAIR 5LAB EL: 20'-2" - - - - - - - - - - - - I I I I - - - - - - - - - - - - I I I - - - - - - - - - - - - I I I REVISIONS DATE DESCRIPTION 01-11-22 ISSUED FOR INITIAL REVIEW I - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - -I I- - - - - - - - - - - - -T - - - - - - - - - - - - - - - - - - - - -I FLOOR 5L,,, - - - - - - - - - - - - - - -I- - - - - - - - - - - - - I - - - - - - - - - - - --- - - - - - - - - - - - - I FLOOR 5LA0 EL: +15'-2" I�— — — — — r I — EL: 15'-2" it II B.O. FOOTING ❑0 0 0 0❑ _ B.O. FOOTING EL: +13'-10" 110 0 0 0 103EL: 13'-10" ❑1= m0 I I ❑1= im 11 3 EQUIPMENT VAULT FRONT ELEVATION EQUIPMENT REAR ELEVATION SCALE = 1/2"= l -O" SCALE = 1 2"=1 '-0" / 11 hill 11111111111111 111111111IJ 111111111111 GRADE ABOVE VAULT Aik EL: +25'-8" I TOP OF VAULTjk EL:+23'-8" B.O. 5LAB GEILIN6 EL: 22'-b" O O O O 0 0 � T.O. STAIR 5LAB EL: 20'-2" I i � I I f- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I \� - - - - - TT - - - - - I -I- - - - - - - - - - - - - FLOORSLAB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - -� -� — EL: 0 E ra❑ ❑a000❑ ❑0 0 0 0❑ B.O. FOOTIN6 - 111:1 0 0 - ❑a o o 71 I I EL: 13'-10" ❑a000❑ 2 EQUIPMENT VAULT LEFT ELEVATION SCALE = 1/2"=W-0" GRADE ABOVE VAULT DRAWING NAME: EQUIPMENT VAULT T.O.OIL VAULT 5LA5 ELEVATIONS EL: +23-8 OIL B.O. 5LAB GEILIN6 PROJECT NAME: NORTH FORK o I RESIDENCE 0 0 0 0 Q ADDRESS: 14909 MAIN ROAD T.O. 5TAIR 5LAB TOWN: EAST MARION EL: 20'-2" STATE: NEW YORK POSTAL CODE: 11939 NCTM#: 1000-23-1-2.10 i ID NUM: -- SE.-- - ----------- I EDA C 183, I CO f- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I OlL FLOOR 5LAB - - - - - - - - - - - - 1 — - - - - J " '► 03 76 A N� 0. 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Ot-11-22 ISSUED FOR INITIAL REVIEW I __._. __ _. , 11 .... 1 ! _................�._........... .._..........._...I... l ! ; 3 , 'i; r. I r. , 1 111................................ . 1111.................................. ......._.._.."_,... - I ! WR GRACE BITVTHEN ­11111­11111......._..__..._ ! ,- i I GRADE ABOVE VA r ... I ,:., ULT WATERPROOFING MI_MBRANE _1111..I ` !..................... i.................... ! ._................. ! ! ' _-- 1 .................... .._.._.. _1111.. ( ,',1,111.' I i i i I................... I.__.............. i EL: +25'-811 .................................. f ; 1111 : ! ; :-- ( 1----- I ,___111_1._I I ..........._...._( I- I I...___- (-111.1_._._. I ___ I i-__.- i. �t ( I i I 111_1_1_._I I- I I I..._._._._ 1 j... DRAINAGE BOARD ON ROOF AND 1 11 --- - I I I I I r :,'1:11::,1 _ ,.� _. __"____ _. _ ,�....._......�..; �.. i ! i _ ... _ 1111 .. .. � i i�,_� -i �. i 1_111 ��( I i.-_ _..-,..-. 11__11_., i !JALLS TYP I _.."1111..: i i I I................... 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Via: �� v;:l;; ';i; ..'_ ; I _._-...__.....__"_.. I_- /,> _ i ,$l y' LAB FILING I -__.._. 10" THICK, 3,500 P5I GONG WALL W/ ' 1 v ._ ( �__� I 5 EL G22'-b" #4 BAR5 @ 12" O.G. VERT' $ 24" O.G.- I I ! : _ __ I ___11__1.1._._. .....................1.... I :p HORZ , ``I `� m ": -�- 12" TH GK, 3 500 P51 GONG 5LAB a 1 11! _ _.__.._._. I :-,--1 1 I Im j.... - BAR51® 6" O.G. EACH WAY---- ! _. 1. 1111.. 111.1._ . - - R _," -i I ";: ,:,;. I 1 ........................_ ; i _.1:111..________ _____._.__ $ FRAME W/LOUVERS ,',' „ :. 4' O"W x 6' 8"H HM POOR ... 151 - ` ! I ( _. .._ , � PAINT TNEMEG PAINT. ! - I- _........_-_1__.1.11-1.11.1. ' ----..._..............._1.111. ......_....1.11.1.... " W RAE ITU, : R G G B HENE WATERPROOFING i GONG TRAG R O _:: a - _ 4"rH 3,500 P51 P.G. FLOOR 5LAB... ,,``:.:,:;".: _.;.. Q.g q 11 11 � 7 IN5TALL POOR BUCK, ", -L..........I- BOARD ON ATOP 6" CRUSHED COMPACTED STONE I I s. .`� " . 1,111: I-I/2°DIA 5/5 HANDRAIL (O° RECEIVER WHEN POURING 10" ROOF AND WALLL5,t TYP ' #4 N051NG BAR5 21'-I 15/8" I I- W! 10 MIL VAPOR BARRIER $ 1.4X14 _..................._ .:.......I , 5 - 21 r� . -, WWM .....'..._......................_. I ............--- .............---_11__11..._ - e o I -I I 1 I __._.............................. ; _ 11111._. ........ I.. ........... 12" HIGH 3 00 P51 GONG RAISED ' E I ; I : f I ?1111 1111 1111; z ., I S I O° THICK, 3,500 P51 GONG WALL W/#4 I I I.............. ................... ._1111..._I i.............I I r I 11a 5LAB W/GR _11.11.__ BAR5 ® 12 O.G. VERT $ 24 O.G. HORZ A DOOR BUCK r0 HAVE U5HEO 5TONE FILL PAINT ::�' =„ - I --- " : _ WEATHER SEALING LEADING EDGE YELLOW _. I - I"EXPAN51ON JOINT W/BACKER ROD �_..._._._'_..-_ -` ) I !::_-! ; I :_'=: ;` tL #4 REBAR 12' oc. _ .. I I r a # BOTH DIRECTIONS AND SILICONE 5EALANr I I "" - - -..r_.!. . .. -_! (-11.11_.__; ...I._..I----! . ,,;_:- e A >`' 'iL _1111...- - : . ........................_.....I-. ; !O - i I I .........._I _1111. ! :. o I-o I I (- - - DEEP P G EJECTOR 1 it 1 11 1i._........._....II 11... 1 20 X20 D I ,::11:,11, ; „ _._.. ; <:, „rP. -_._.: I I......__.." I fx _ 10 ALUM SILL ATOP 2 .._'_............................ ' -! ,',_ a NOTE: PUMP PIT WITH SAND BASE _.._-_ ..._'................. I ,................................... %` RA15ED 5ILL 411T - I . j - I::............._.. BROOM FINISH ALL H 3 500 P51 P.G. FLOOR 5LAB ATOP ,, 1 ' t ,r i ....................................... ...._................_..........._. ............................... ,1111, .,: :,'.:', _........,........_�.....!._I.........:..........I.__.L.....',,.._...'r' �:�-^'.�- m WALKING 5URFAGES 11 a., a ( 11 1,,1,11.,: , ., 1 --)_J� , 6 CRUSHED COMPACTED STONE W/ 10 % --.- I EXPAN51ON JOINT W/BACKER ROD 12" THICK X 22" WIDE, 3,500 P51 GONG_ MIL VAPOR BARRIER $ 14Xi 4 MM AND 51LIGONE 5EALANT I :,,-,//,. 111,'1,. - _ - _ � ; SYMBOL LEGEND ivk` I I NEW RECE55ED LIGHT FIXTURE, b° NEW CEILING MOUNTED HARD (ON CAN C� WIRED CARBON MONOXIDE DETECTOR NEW JUNCTION E30X FOR FANLIGHT. NEW CEILING MOUNTED TO BE SELECTED BY OWNER O HARD WIRED 5MOKE N DETE=CTOR EXISTING REGE55ED LIGHT FIXTURE 5WITCH GIBBONS POOLS (o EX 171 BRIDGE ROAD ISLANDIA,N.Y.11749 --.-.......--- .--.--.-—.------.--.-- - TEL(631)851-3000 FAX(631)851-2107 . , GUAD OUTLET '- (^� EXISTING LIGHTFIXTURE TO BE lq� D REMOVEDSINGLE OUTLET _.._.—__-------.................... ___........._.._......__......__..._...__.........._.._______.__.._...... -e ® NEW 50 CFM TOILET EXHAUST FAN. Z�Q DUPLEX OUTLET _..____.............................__. _...._..y......_... ....._____.._..___...._........__. N DIRECT VENT TO EXTERIOR 50 CFMQo __..__ _.._....__ _.._.._....___ _...__..__. REVISIONS VANITY FIXTURE , DATE DESCRIPTION NEW 100 CFM DOWN DRAFT FAN 01-11-22 ISSUED FOR INITIAL REVIEW DOtIF MOUNTED AT COUNTER HEIGHT 01 WALL 5CONCE _.................._..............._...._._.______..._._........._._.___ __.__ 50 0" (EXTERIOR WHEN NEC) ELECTRIC NOTES _______........ EI GENERAL - A5 PER IRC E3c102.2 ALL OUTLET5 IN GARA6E5 AND GRADE LEVEL PORTIONS OF ACGE55ORY BUILDINGS ARE TO BE EQUIPPED KITH GFGI PROTECTIONS E2 GENERAL - A5 PER IRC E3c102.5ALL OUTLET5 IN UNFIN15HEO PORTIONS OF BA5EMENT5 AND CELLAR5 ARE TO BE EQUIPPED WITH GFGI PROTECTIONS / / I—————————————————————— ———————. ———— — --I /i< , I ------- ---- - ---- - -------- I I I I iI 0 ; 0 I I I I QD SWITCHED 11 i I WITH LIGHT I ON TIMER° ° ( I I I I MIN AIR ( �' _.. J L—J CHANGE P ( a;; o I 2 HOURS � I I I DRAWING NAME: r7 EQUIPMENT VAULT ELECTRIC I HI-E2OL HEA ER I I I I ( I I /� I I PROJECT NAME: ILi I \ I / I I I I NORTH FORK RESIDENCE I I I I I I ADDRESS: 14909 MAIN ROAD I L—J L—J I I TOWN: EAST MARION Ig I a a I STATE: NEW YORK a I POSTAL CODE: 11939 P, v I NCTM#: 1000-23-1-2.10 ID NUM: -- IISrn� o ninninT�mr. ti ;,4 I I I I D,q,gC I I --- ------ ----------------� ""° I ► I " L-------------- --------------------------� '9j► 03761-N 04 fi0fi N011�,. PROJECT NUMBER: 2022-046 n9IDr E I E INITIATED DATE: 07/01/22 ,- "__-..._ DRAWN BY: SBA CHECKED BY: RG EQUIPMENT VAULT ELECTRIC ��;g � �� DRAWING NUMBER: PL- 107o00 SCALE = 1/2"=V-0" R bold Town `- Board of T�us're^ 5 OF 5 PAGE: Glenn Goldsmith,President �o\peaGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 o Eric Sepenoski ,x P.O.Box 1179 Liz Gillooly �y • �`� Southold,NY 11971 Elizabeth Peeples l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: G' O"'l, Completed in field by: Steven Affelt, AIA on behalf of DOMELUCA II, LLC requests an Administrative Amendment to Wetland Permit#9863 for a 14'x82'1" swimming pool in lieu of the previously permitted 18'2"x82' swimming pool and to construct a-23'-8" x 14'-8" underground vault for the pool filter equipment. Located: 14895 Route 25, East ` Marion. SCTM#: 1000-23-1-2.10 Type of area to be impacted: x Saltwater Wetland Freshwater Wetland Sound eBay Part of Town Code proposed work falls under: x 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 Steven Affelt, AIA PO Box 762 Architecture Great River,NY 11739 Intelligent Design (631) 553-6333 Sustainable Building October 20,2022 Glenn Goldsmith President,Board of Trustees Town of Southold 54375 Route 25 PO Box 1179 Southold,NY 11971 Re: Permit No. 9863 Domeluca II,LLC 18495 Route 25 East Marion,NY 1000-23-1-2.10 Dear President Goldsmith and Members of the Board, I would like to request an Administrative Amendment to Wetland Permit#9863 relating to the swimming pool in its current location for a size change from 18'-2"x 82'-0"to 14'-0"x 82'-1"interior finished dimensions.The pool,and other various constructed elements were permitted under Permit No. 9863, dated April 14,2021. The Building Department requested we contact the Board of Trustees and the Zoning Board for an Administrative Amendment before they will review our permit application.I have attached a site plan and construction documents that illustrate the proposed work for your use in considering my request.All of the proposed construction remains outside of the 100'-0"setback from the wetland boundary. 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, EDA-ly -, .Co N D 03 611 �'� OCT 2 4 2022 Op Steven Affelt,AIA Sr) tcldT9wr License No.037611 Beard Great River,NY 11739 PO Box 762 Tele:(631)553-6333 steve.affelt@gmail.com Steven Af felt9 .AIA PO Box 762 Architecture Great River,NY"11739 Intelligent Design (631) 553-6333 ' Sustainable Building October 20,2022 Glenn Goldsmith President,Board of Trustees Town of Southold 54375 Route 25 .PO Box 1179 Southold,NY 11971 Re: Permit No. 9863 Domeluca'.II,LLC 18495 Route 25 gast.Marion,NY "1000-23-1=2.10 Dear President Goldsmith and-Members of the Board, My client would like"to construct an underground pool filter equipment vault and.re-construct the existing swimming-pool in,its current:location"with a"size change to 14'-0"x 82'-1"interior finished dimensions.The pool,and other various constructed elements were".permitted"under Permit No. 9863,dated April 14,2021, The original approval permitted a 18'-2"x 82'-0"size pool,however a.smaller 14'-0"x 75'-0"pool was constructed.This change was authorized by the Zoning'Board of Appeals,but appears not to have been amended with the Board of Trustees.The pool is not within 100'-0"setback,,and this may be why. The Building,Department requested we contact the Board of Trustees and the Zoning Board for approvals or authorizations before they will review our permit application. 1 have attached a site plan and construction documents that illustrate the proposed work for your use-in considering my request.All of the proposed construction remains outside of the 100'=0"setback from the wetland boundary..I would like to request the board provide to the building department a notice of non-jurisdiction or fashion some sort of approval that will satisfy the.Building Department's request that we"consult the Board before they will review bur application. 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, Steven Affelt,AIA License No.037611 Great River,NY 11739 PO Box 762 Tele:(631)553-6333 steve.a6elt@grimail.com 01 do'wbuilt PARTNERS / CRAFTSMEN Owner Authorization tea '+ 4f Hi Diane DiSalvo, Steve Affelt, AIA asked us to forward you this Owner Authorization (Board of Trustee Application) Form in regards to permit number 9863 — 14895 Route 25, East Marion, NY. Please see the enclosed document filled out, dated and executed. Thank You! Dale Szabo Dowbuilt 917-714-6467 SDC LLC dba Dowbuilt LLC/253 36 St., B313, Brooklyn, NY 11232/P.631 284 6680/F.206 633 0990/dowbuitt.com Board of Trustees Application AUTHORIZATION (Where the applicant-is not the owner) a owners of the property identified as SCTM# 1000- 23-1-2.10 in the town of East Marion ,New York,hereby authorizes, - Steven Affelt i . 5 .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. i Property O er's Signature Property Owner's Signature" t i �J ti j SWORN TO BEFORE ME THIS v\ DAY OF S RACHAEL DORIS Notary Public- GILMAN No.01GI6419964eW York w York Qualified in Ne MY Comm. County Expire Notary Pu l veb 4 I s' Glenn Goldsmith,President �QF SI�Uly Town Hall Annex A.Nicholas Krupski,Vice President � 54375 Route 25 P.O.Box 1179 Eric Sepenoski 41 Southold, New,York 11971 Liz Gillooly G Q Telephone(631)_ 765-1892 Elizabeth Peeples � Fax(631) 765-6641 '. BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Murch 17,:2022 James L. Walker Inter-Science Research,Associates, Inc:. '. P. O. Box 1201 Southampton, NY 11969 RE: DOMELU,CA II, LLC 14895 ROUTE 25, EAST MARION SCTM#: 1000-23-1-2.10 Dear Mr. Walker: The following action was-taken by the Southold Town Board of.Trustees at their Regular Meeting'.held:on Wednesday,'March 16, 2022:`: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to'.Wetland Permit#9863 t6 emolish existing barn,and.shed, construct new single. family residence with an overall footprint of 2T-27x57'75" 20'--6Y2"x 75'-8" patio and 6--se0ond 26'-1 Y2"x32` 9",patio running.east; 5' 101;x 81' 2" Long Walkway Descending Westward , the : ro osed.,dnvewa does extend-::into the 1:00 foot setback; th p p y e proposed driveway is,.however, located within the footpnht-of the existing..driveway;with the condition of the installation of an Innovative/Alternative Wastewater Treatment System and that the lower fence is removed two (2)years afterf.installation and:after the.establishment of vegetation; andlas depicte&dn the site . plan prepared by S.L. Maresea.Associates Consulting Engineers,last dated December 15, 2021', and stamped approved on March 16, 2022; and the site plan prepared by,Olson Kundig, last dated.November 23, 2621, and stamped approved on Murch-16, 2022. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Gold mith President, Board of Trustees GG/dd LU C E I V E [ 'r = ►„►„► 1I - gDo MAR 320 m IDE R ►rr_r,_r” 20 l i"3 w BUF ! o N ♦ ♦ U N ♦ a , O w PROP.DRAINAGE-TYPICAL w 4Q``�•� ';j.: , ; I Southold Town w a '. J~ Z Lu R+'t {•, , ' A MAINTENANCE CONTRACT&CONTINUOUS 5 of IL MAINTENANCE IS REQUIRED FOR THE PROPER w 7:w ♦ S' �. Zpi 21 ``:i;.:;... KEY MAP FUNCTIONING OF ALL UA TREATMENT TANKS V) W o 2c •ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS ¢w w w _•*:� =' i� ; tD0 `> INSTALLATIONS.THE DESIGN ENGINEER MUST BE CONTACTED co 0: if 0: PROPOSE01-STORY FRAME BLDG w/BASEMENT r'�, '� _ nCOACREff Ph110_.': WHEN THE BOARD OF HEALTH/WASTE WATER MANAGEMENT TOTAL(1)BEDROOMS •``` , 22 INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC N N ry FIRST FCR.:F.F.E.21.5'GFA 2296 S.F. 1] - � � i�m W BASEMENT/CRAWLSPACE:F.F.E.12.25'GFA2120S.F. 1, =' - I �_ - AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. ri a CLEAN OUT AT THE FACE OF THE a'' �' • - BUILDING-SEE DETAIL I ON S-1 ``� �' - •t'.• r ALL DRAINAGE COMPONENT MINIMUM IO'FROM a a at _ I I V ANY SANITARY COMPONENT AND WATER LINES '^ CUT POST AT AN ANGLE vJ s = c ALL CATCH BASINS MINIMUM 10'FROM ANY TO ALLOW WATER TO W ( SANITARY COMPONENT I5'FROM WATER LINES RUN OFF FUJI CLEAN NEMA 4X 2 VENT W/CHARCOAL FILTER FROM TANK MACSOR RATED CONTROL PANEL BLOWER MOTOR IN WEATHERPROOF HOUSING AND CLEAN OUT AT SEWER LINE BENT- `.a - 2D 2p FUJI CONTROL PANEL W/GFI OUTLET FOR SERVICE T fD SEE DETAIL 2 O S-1 -, O + WITHIN VIEW OF SANITARY SYSTEM.LINE TO BUILDING O ELEC AND CONTROL O 3 } 4 +, 3 '18 PANEL W DEDICATED 120 V ACI 20 AMP BREAKER.ALL TO BLOWER ////�'t ♦a 4a �� 181 //LINES BELOW GRADE TO BE IN CONDUIT co PROPOSED IA-OWTS(4 BEDROOM 5.�� _� �• 4 — '1G / /-- �/J •�Y >- CONTROL WIRING TO OWLS 7 SYSTEM):FUJI GPD IA TREATMENT •'”` -� / a TANK-450 GPO.1 HEAVY DUTY y - '+-J_ - "'I —PRESSURE TREATED W = LOCKING COVERS TO GRADE w/ ` 10 _ 0'BLUFF SETBACK - — 4X4 POSTS Q PLASTIC DISTRIBUTION BOX IO tm l9 t 6 Z - U C f� f — WEATHER RESISTANT C APPROVED ENCLOSURE SUPPLIED _1 - 0 `aS - v ♦ I- ..l � � BY MANUFACTURER p d '3t� BOARD OF T RUSTEES TOOWTS � •01Go QV ELEC SUPPLY 5 TOWN OF SOUTHOLD FROM DWELLING MAC 8OR AIR BLOWER L 14010 CONTROL PANEL ---� _ 94� –DATtox;.—TYPE 5 (n ABSORPTION TRENCH W FOR a 16-ELJEN GS FIEXPANSION - ; `•21i - NTS TOPPED BYTO PERFORATED PIPE -`i r ♦ `•�S�'t'/l ASTM C33 SAND BESURROUND 1� .::3:. ` I FUJI CLEAN CONTROL O t+�� `" / 'tyy .`i,:• - �..,"st ELECTRICAL PANEL PANEL MODEL C + !y 7�O �:" 20 AMP BREANER - 0 PUMP "4r� ♦n_•• "�r'�"\r1 `r7R ` - 44 R 120 VAC (NOT USED) `C ., \ Iti- �"`rl�'•�L Tvq. ,8:. / — ` —c—•—r— BREAKER --- - TBi 15 AMP BREAKER B -� AIR a"i= • PERCOLATION TEST LOCATIONS •,FS,_ :�. 1p / BLOWER 15 AMP BREAKER B -y^) x�w Y HIGH WATER ALARM FLOAT 11 L RATING B INSIDE OWfS TANK +r 4+ ♦� TSTALLE ONDUCTORS FIELD TO ALA RM CIRCUIT BREAKER - --- 1 nom•. INSTALLED CONDUCTORS MUST FLOAT SW TCH,PRESSURE '�`• �• BEAT LEAST 140 DEG f(150 DEG C) SWITCH,TEST/No RMAUSILENCE TERMINAL STRIPS AND GROUND LUG SWATCH USE COPPER CONDUCTORS ONLY. I 1 EXTERNAL COMPONENTS TB_CONTROL PANEL TERMINAL BLOCK (COMPRESS OR ANDIOR PUMPS) Y OTHERS AND MUST BE 1 ♦4- $ •`i ED'WELL TO S7ORN. ��N PROVIDED B Ef1ACK , OP. U.L APPROVED THERMALLY DASHED LINES REPRESENT FIELD WIRING 1 H PROTECTED PUMPS 1 BRANCH CIRCUIT PROTECTION AND =GROUNDINGco « .. . r r +�Y'.t+ J . J'. --- _ amu• SECURE EARTH GROUNON PANEL TO — �'`- MAIN DISCONECT PROVIDED BY _ W • •+~ • i i' •, a+ OTHERS AND MUST BE SIZED Q ACCORDING TO PUMP/MOTOR J SANITARY SITE PLAN ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUK LAND SURVEYING.PLLC, MANUFACTURING SPECIFICATIONS WIRING DIAGRAM } AOUEBOGUE,NY 04.03.18-REV.10.15.20 NTS `' o z ll SCALE=1:20 NAVD 1988 DATUM Y Cr SCTM 01000-023.00-01.00-002.010 Z Z } LOTAR#1 217800SF/5ACRE .VrvExrw OxnPE n/ �` SCDHS OR-21-0250 xw1EP�Be avrwcRAOE eAEEIE O Q Ll. 20' 0' 20' 40' � m t- I m J- v _ APPLICABLE VA-CWTS SYSTEM GENERAL SPECIFICATIONS: Am LlRnwuPn a 7qq 7 1.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO WIr+nEM vaP-NAW 1ton9Y CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J 6.GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN IIA OWES IS UTILIZED AS A q win • P --HP°1°' (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK MEANS OF SEWAGE DISPOSAL.IN ADDITION,WATER SOFTENERS SHALL NOT DISCHARGE ''*�• 1JA O COUNTY DEPARTMENT OF LABOR.LICENSING AND CONSUMER AFFAIRS,PURSUANT TO INTO AN VA OWTS. �S SUFFOLK COUNTY CODE¶563.79AW.THE DEPARTMENT OF LABOR.LICENSING ANO D Z CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED VA CWTS MAINTENANCE PROVIDERS. 7,A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH w1Et — STRUCTURE THAT IT SERVES.THIS MUST PROVIDE A WARNING SYSTEM WHICH WILL 01 2.ALL UA OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND HEARD BYTHE °UMP ARTICLE 19 OF THE SUFFOLK COUNTY CODE PRIOR TO THE DEPARTMENT GRANTING OCCUPANTS OF THE BUILDING SERVED.THE DEPARTMENT RECOMMENDS A TELEMETRY uNiwmEt+nc a 1m Arq lxTAxE CERTIFICATION OF COMPLETED CONSTRUCTION ON'AS BUILT'PLANS. DEVICE BE INSTALLED TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE FLwvcPENNOITrP 06M PROVIDER NAMED IN THE MM AGREEMENT.A GFI OUTLET MUST ALSO BE PROVIDED PLAN VIEW TOPSOIL 3.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING 1c Wuw161tt Ir Aiq lxTUE vtaglxt .vwxrulE LEAN BACKFILL PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO EQUIPMENT.USE A DEDICATED 120 VOLT AC,20 AMP,SINGLE-PHASE CIRCUIT BREAKER IN uANUE mP . R-10M.0 VEGETATIVE COVER GRADED FOR PROPER DRAINAGE THE APPROVAL OF THE VA OWFS REGISTRATION BY THE DEPARTMENT IN ACCORDANCE THE MAIN ELECTRICAL PANEL FOR SERVICE TO THE FUJICLEAN CONTROL CENTER. 0A'M�iaxO ABILIL COVER WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY LODE. CfU�n� ERFORATED PVC PIPE B. THE ELECTRICAL JUNCTION BOX SERVING THE IIA OWTS SYSTEM MUST BE Ti4E04 \ IAMP 4.ALL INSTALLED UA OWTS ARE REQUIRED TO HAVE AN INITULL}YEAR WAflRANTY AND WATERTIGHT AND OUTSIDE THE VA OWFS TANK CHAMBER.ALL UNDERGROUND WIRING DRAWN BY: EO us PATED MESH CORE OPERATIOWMAINTENANCE SERVICE CONTRACT. TO BE INSIDE CONDUIT. A I ABRIL6 SOLI D COR E © 1 '-v -'' NTERNAL BANGING 5. INSTALLATION AND USE OF THE IIA OWTS MUST CONFORM TO THE DEPANTMENT'S 9,INSTALL VA OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.ALL IIITII ® DATE; 01.06.21 / EVEL BOTTOM APPROVED IIA OWTS GUIDANCE DOCUMENT PREPARED IN ACCORDANCE WITH THE APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE .. I, O -y:ASTM W3SANDK jam=I^� 0; _ STANDARDS FOR'APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE IMPLEMENTED.THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS,SHALL O AssEuazr ONSITE WASTEWATER TREATMENT SYSTEMS-THESE STANDMOS COVER VENTING AS HAVE A SECONDARY COVER OR SUPPORTDEVICE INSTALLED BENEATH THEM - SCALE: AS NOTED 2. FOLLOWS: 6- OF=¢w EDEN B4]MOGUL 'WHEN AN VA EING REQUIRES A VENT,THE UNIT SHALL BE VENTED TO THE ROOF O 10. THIS VA OWTS,HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL o SHEET i RESIDENCE BEING SERVED.VENT PIPES SHALL EXTEND A MINIMUM OF 6'ABOVE THE USE,IS REQUIRED TO BE SAMPLED WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR AmoeK umu Elk 4 4 ROOF LINE AND THE TOP OFTHE VENT SHALL NAVE A MINIMUM HORIZONTAL SEPARATION PROVISIONAL 1 OR 2 USE-DURING THIS PERIOD THE MEAN ROLLING AVERAGE OF TOTAL OF 12'TO THE SLOPED PORTION OF THE ROOF.IN CASES WHERE IT IS NOT PRACTICALTO NITROGEN IN THE EFFLUENT MUST BE-OR<19 MOIL. nEraTErl AssEu n,Ia GROUNDWATER MULTIPLE TRENCH CROSS SECTION VENT THE SYSTEM TO THE RESIDENCE ROOF.A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIOE OF THE RESIDENCE AND TERMINATES A MINIMUM OF 19-ABOVE GRADE 11.DETAILED INSTALLATION.OPERATION,AND MAINTENANCE REQUIREMENTS ARE TO BE SECTION A-A VIEW SECTION B-B VIEW N I 0 IJ 2014 NEWYORK GSF DESIGN S INSTALLATIONMANUAL PAGE 37 EUEN.COM THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3FROM ANY WINDOW OR FOUND IN ARTICLE 19 STANDARDS FOR VA CWTS SYSTEMS(1229.17)SECTION 19-107, 1229.17 SCDHS SINGLE-FAMILY SEWAGE DISPOSAL DESIGN PAGE72 DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE.ALL VENT PIPES MUST DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME DOCUMENT, HAVE MINIMUM DIAMETER OF 2" SECTION 19-106. OF 2 SHEETS 11.r�J /\/�/� V `p 1010101 r ® �7 E ' V 6 m Ste' W � o MRRImAI. DAM POND = R ° M A fl _ 3 20m LEUFL�KooD.�Es Pwa��Ew orb;• aar�X ass a? rn ¢ K•, PROPOSED 1-STORY FRAME BLDG w/BASEMENT - O "S TOTAL(1)BEDROOMS FIRST FLR.:F.F.E.21.5'GFA 2296 S.F. p' F� •+°P U N 3~ BASEMENT/CRAWLSPACE:F.F.E.1225'GFA 2120 S.F. O2 ' w p pV2t"' sF�Ta�,ANK- $OUtholdToYYf1 U) b�.ELOKs I 6 �.M�.aaw:-T woN `I I a�A �am""m o'a60°� ^ "� xa�N�a a a w rW z EXTG BUILDING ?mow wpt wArzn�= B 69`` a o w o a ' A MAINTENANCE CONTRACT&CONTINUOUS 3 &)i w �` I CLEANOUT AT FACE OF BUILDING-DETAILI ' K TM-1 NE6j THAT WAS REMOVED i - ".e1} MAINTENANCE IS REQUIRED FOR THE PROPER w H 066 KEY MAP FUNCTIONING OF ALL I/A TREATMENT TANKS �w rn z ptETlE.9 SEi+��ET E.11 _ - -- - .MN. \ o -y., r W 6Ei4N OF -P cKn APPROXIMATE ETGLWELLTHATWAS !,•r-�~! :;;:CATION OF ' _y;j.: :i: -a 1 1e a,p� �'� ALL DRAINAGESRUCTURESMINIMUM IO'FROM *ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWT3 z » > G¢ olis • m ANY SANITARY COMPONENT AND WATER LINES < W W W PLASTIC DISTRIBUTION BOX DETAIL 4 vE AS AS PER SCDHS ,.•y.;}:;:: `"^ w - INSTALLATIONS.THE DESIGN ENGINEER MUST BE CONTACTED _ ALL CATCH BASINS MINIMUM IO'FROM ANY WHEN THE BOARD OF HEALTH/WASTE WATER MANAGEMENT ­Avr swE c roouAOE �:b G9 \J N I T usL`T� SANITARY COMPONENT/5'FROM WATER LINES ,1" INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC N N 16 APPROXIMATELY LOCATION OF „� -: 0 W EXTG SANITARY SYSTEM THAT AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. � o WAS ABANDONED AS PER SCDHS 2 `.�� Q -- '4 v I c1Enu * N O O D -" I 1v.*wrs.unmrE+�u.0 eE EL 321.0 EL 3220 EL.120.0 EL 121,0 1 0.0 0.0 0.0 0.0 O ?um I � �•ACLEANDUT DETAIL 2x TOPSOIL:DARK BBN. TOPSOIL;DARK BRN. TOPSOIL:BRN.F-M TOPSOIL:DARK BRN. DAM POND 4 l'•:,, 1 B m 1 �� FINE SAND AND SILT, SILT,SOME FINE SAND SAND,SOME SILT, SILT AND FINE SAND, SNAe TRACE ROOTS(MOIST) INCLUDING ROOTS TRACE FINE GRAVEL TRACE COARSE W 2 t Tti I • o - m. I (LOOSE) (DRY)(VERY LOOSE) (MOIST)(MEDIUM GRAVEL INCLUDING �' 9 • t, f �N� SM ML DENSE) SM (ROOTS(MOIST) 1DwN of soU,NDID •.: ! _�� �� 2.D' 2.0' 2.0' 100'BLUFF SETBACK ° I 1 ?tGHsr.1e1E (MEDIUM DENSE)ML 20' CLEAN OUT S THE FACE OF THE 1.Pa+ 7'j I E 1 4IPrm1¢n / TAN F-C SAND AND LT TAN F-CLT,SAND,SOME TAN FL SAND AND BUILDING-SEE DETAIL 1 ON 5-1 I - _ GRAVEL,TRACE SILT SILT,SOME F-C FINE GRAVEL.LITTLE WHITE TO LIGHT BRN (DRY)(MEDIUM DENSE) SRAVEL,(DRY)(LOOSE) SILT(DRY)(DENSE) FL SAND AND FL U (n __ ___ N� I / SW SM SM GRAVEL,TRACE SILT CLEAN OUTA SEE DET LINE BENT- - ___ DDem v uc 1 I q,0' 4.0' 4.0' (DRV)(DENSE) O N SEE DETAIL 20N 5-1 Y ( - ��ye"�0•'m .IIpL LIGHT BRN F SAND, WHITE TO LIGHT BRN TAN TO WHITE FL SW bra` 1 IApp per- SOME SILT,TRACE F-C GRAVELAND FL SAND,SOME F-C TAN F-M SAND,SOME 4.0 `^ = e- PROPOSED IA-0WTS(4 BEDROOM = I -•;: - - I .e I 1 /I FINE GRAVEL,(DRY) SAND,LITTLE SILT, GRAVEL,TRACE SILT F-C GRAVEL,LITTLE V/ y SYSTEM):FUJI CENS IA TREATMENT 1 I:;::' I4�•�O (DENSE) (DRY)(VERY DENSE) (DRY)(VERY DENSE) SILT(DRV)(VERY 7 } TANK-450 GPD w/HEAW DUTY ip f �`� I \ DENSE) SM Q 2 Z LOCKING COVERS TO GRADE w/ ! l I ppy �`\ apPRorED SM fi.0' GM 6.0' SW 6.0' u C PLASTIC DISTRIBUTION BOX b nm - a I i I TANF- SAND AND TAN F-C SAND,SOME TAN F-C SAND,SOME BRN FL SAND,SOME T 7 VENT W1 CHARCOAL FILTER FROM TANK,MACBOR L9 a� ``\`� / SILT,SOME F-C FINE GRAVEL,SOME FINE GRAVEL,SOME SILT,LITTLE FINE LB o a' 7 a 1s \ GRAVEL,(DRY)(VERY SILT,(DRY)(VERY SILT(MOIST)(VERY GRAVEL(MOIST) U m BLOWER MOTOR IN WEATHERPROOF HOUSING AND 2 _ / ^ - 1 V `�\ F DENSE) DENSE? DENSE) (DENSE) C FUJI CONTROL PANEL W/GFT OUTLET FOR SERVICE I f 1 ��\ SM SM SM SM U 0 WITHIN VIEW OF SANITARY SYSTEM.LINE TO BUILDING +{ j G �a I \� 8.0' 8.0' 8.0' 8.0' ?- \ , .• S - 1 TAN SILT AND F-M LIGHT BRN F-C O PANEL w/DEDICATED 120 V GRAD AMP BREAKER.ALL U 1 ``\ TAN F-C SAND,SOME BRN FL SANG,SOME w In E LINES BELOW GRADE TO BE IN CONDUIT r V •' CTUa ,c `vt I m t ®,\ // SAND.LITTLEST) SME SIL FL GRAVEL, FINE GRAVEL,SOME SILT,LITTLE FL co ca I �C GRAVEL,(MOIST) SOME SILT(DRY)(VERY C OO 2 `�\ SILT(MOIST)(VERY GRAVEL,(MOIST) oo ,•:•:;b qY 1 I (MEDIUM DENSE) DENSE) ABSORPTION TRENCH.116-ELJEN GSF TYPE B V 11 I 6L` ?j ML SM DENSE) (VERY DENSE) < r� S r 1 W I `�\ 70.0' 10.0' 10.0' 10.0' V FILTERS.1 ROOM FOR 0 UNITS FOR EXPANSION 9 - ©�_ I 1 e DRILL OUT TOPPED BV 4°p PERFORATED PIPE ,\^•.^ -.•. .i HI11�0�1 tS / II�� lµp p 1 `�1 ' TAN F-M SAND AND F-C TAN F-CEL,SAND,FL 120• NO RECOVERY 5 ASTM C33 SAND BED SURROUND __ 1r vArm u u i GRAVEL,(MOIST) LIGHT BRN FL SAND, GRAVEL,LITTLE SILT G 1 e 1uPRa•ED ENSE?(MEDIUM DSOME F-C GRAVEL, (MOIST)(VERY DENSE) PERCOLATION TEST LOCATIONS •11� a.'':'•'�'-•; -�,-•`�'•• I ML 12-0' LITTLE SILT,(DRV) - 12.0' 12.0' w l a (VERY DENSE) SM pl DRILL GUT-GRAVEL 14.0' GRILL OUT-GRAVEL DRILL OUT-POSSIBLE '� _ ^ •,-;7',r^.` I I 1 N DRILL OUT AGM GRAVEL '^ SANITARY WELL SEAL EXTG.BUILDING TO \ ':'i:;::_^ 5 1 I FRAGMENTS FRAGMENTS FRAGMENTS BOULDER VJ IN.77 ABOVE GRADE BE REMOVED ` wmap �' - _ I G, , i •wA u 15.0' 150, 15.0' 15.0' OR 24•ABOVE FLOOD LEVEL x?,a i SNwZON'I old TAN FL SAND ANO TAN FL SAND AND LIGHT BRN F-C SAND, TAN F-M SAND,LITTLE / � nPRwm a SILT,SOME F-C SILT,SOME F-C SOME SILT,LITTLE FL S 1 SILT(DRV)(DENSE) PITILESS CASE �B, w-- - 1 1 I i GRAVEL,(WET ERY GRAVEL, 3'B CONC.SLAB &o, )N (WET)(VERY GRAVEL,(MOIST) \ _ I DENSE) DENSE) (VERY DENSE) a'IDNmaL \ - �a ajj\ I,n i 17.0' SM 17.0' 17.0' 17.0' ' DRILL OUT DRILL OUT DRILLOUT-GRAVEL DRILL OUT-POSSIBLE � \ GEMENT GROUT - `�, wuc I FRAGMENTS BOULDER Ell SBS'!P• I ' 20.0' 20.0' 20.0' 20.0' BR TAN F-M SAND,SOME N F-M SAND,LITTLE TAN F-C SAND,SOME BRN F-M SAND.LITTLE " !9g ( SILT,TRACE FINE SILT,(WET)(DENSE) SILT,TRACE FINE - SILT,TRACE FINE GRAVEL,(WET) GRAVEL,(WET) GRAVEL,(WET)22.0' 22.0' 22.0' (MEDIUM DENSE) (MEDIUM DENSE) (MEDIUM DENSE) Htt�®�IuvE 22.0' PITLESS ADAPTOR N �°�y }\ DRILL OUT DRILL OUT-GRAVEL DRILL OUT-GRAVEL DRILL OUT-GRAVEL CHECK VALVE 31 \ � FRAGMENTS FRAGMENTS FRAGMENTS TYPE K COPPER OR HIGHSANITARY SITE PLAN wffA X 25.0' 25.0' 25.0' 25.0' DENSITY PLASTIC LINE `` 'Ya, MIN.0.75 I.D.TO 1 INE SCALE=1:60 4p•�� ` lararr�wY TAN F-C SAND AND F-C LIGHT BRN F-M SAND LIGHT BRN M-C SAND, BRN F-M SAND,LITTLE TO CON-AIRE CA82T OR -Wl \'b• \ GRAVEL,SOME SILT AND SILT,TRACE FINE LITTLE FINE GRAVEL SILT,TRACE FINE CEMENT GROUT �a (WET)(DENSE) GRAVEL.(WET) LITTLE SILT(WET) GRAVEL,(WET) EQUIVALENT TANK GOND. u to \ ``\ SM (MEDIUM DENSE)SM (DENSE) (DENSE) ' any \ \\ `� z7.0' z7.o• 27.0• 6O' 0' 6O' 1ZO' 3,7• •a•iV \i DRILLOUT-GRAVEL DRILLOUT-GRAVEL DRILL OUT DRILL OUT -ELECTRICAL CONDUIT ;u yN ♦yg FRAGMENTS FRAGMENTS r^ WELL CASING a ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUK LAND SURVEYING,PLLC, w �• As sla.x GN 30.0' 3D.0' 30.0' 30.0' vJ Z ROP PIPE MIN.1°DIA. AOUEBOGUE,NV 04.03.78-REV.10.75.20 m o la5•'OZ ,2 N�P/)z.sse TAN F-C SAND,LITTLE LIGHT BRN F-M SAND LIGHT BRN FL SAND, BRN FL SAND,LITTLE W NAND 1988 DATUM g9 N-: ^E P� SILT,LITTLE FL AND SILT,(WET) SOME FINE GRAVEL, SILT,LITTLE F-C WATER TABLE SCTM UIODO-023.OD-01.00-002.010 �y0 Ran t15g-0660 -' _ �. n T O A(� GRAVEL,(INET) (MEDIUM DENSE) TRACE SILT(WET) GRAVEL,(WET) LOTAREA 217800SF/5ACRE �� y` Hi' (DENSE) (DENSE) (DENSE) SCDHS q R-21-0250 S6 5�0(, (,.R. 25) SM 32.0' SM 32.0' _ 32.0' SM 32.0' 4 /� DRILL OUT DRILL OUT N z O } CHECKVALVE SUBMERSIBLE PUMP p`+/ FRAGMENTS LL RENEGADE 10 GPM MIN. �I / 35.0' 35.0' O K �y \ -10j HP 12 BC OR EQUAL i oar Zi TAN M-C SAND,FL BRN FL SAND,LITTLE Q `WATER BEARING I / vwm ��52 TEST HOLE 2 TEST HOLE 3 GRAVEL,LITTLE SILT. FINE GRAVEL,TRACE FORMATION-\\ a wTFx 21090 oQ at?r a9? NO SCALE NO SCALE (WET)(DENSE)SM SILT.(WET)(DESWESM = � Go r g0• 37.0' 37.0' LLI NAraH AGFA 'l g�-yB TEST HOLE PERFORMED BY TEST HOLE PERFORMED BY Z A? AKRF ENGINEERING,P.C. AKRF ENGINEERING,P.C. DRILL OUT DRILL OUT 05.16.16 05.17.16 40.0' 40.0' IZ Pp.Av TAN F-C SAND,SOME BRN FINE SAND AND SCREEN Nar 6 GROUNDWATER FINE GRAVEL,TRACE SILT,TRACE FINE Z aU. MEASUREMENTSAT SILT.(WET)(MEDIUM GRAVEL,(WET) MONITORING WELL DENSE) (DENSE) INSTALLED AT BORING G2 TYP.4"WATER WELL ��' 3-REINFORCED THERMOPLASTIC ACCESS DATE TIME G.WELEV. SW-SM 420' SM 420, NGN HX#I N31ER LM£ FUJI CONTROL PANEL,VENT WI DRILL OUT DRILL OUT / � EDGE OF BUILDING- CARBON FILTER SMACBOR COVER3 TO GRADE,BOLTED TO PREVENT 05/16116 17:35 •0.1 (WATER DEPTH<100'1 SEPARATION 100'-149') BLOWER WlIN ENCLOSURE IN UNAUTHORIZED ACCESS.IF COVERS a�� LOCATIRWIINON BLEFROMUNIT WEIGHT LESS THAN 60 USS ASECONDARY ABSORPTION TR EN CH WI 05/17/16 7:00 -0.3 45.0' 45.0' NOT TO SCALE 5B'� SAFETY LID SHALL BE INSTALLED 16-EDEN GSF TYPE B FILTERS TAN F-CGR SAND.LITTLE BRN FL SANG,LITTLE N FIN.FLR.EL.21.5' 05/17!16 10:10 +0.0 /�' TO ROOM FOR 8 UNITS FOR EXPANSION FL GRAVEL,LITTLE SILT,LITTLE FINE i' q40' OLTED fX3TBI6DTION BO%wl TOPPED BY 4'O PERFORATED PIPE 05117176 74:00 -0.1 SILT.(WENSE) IUM GRAVEL(WET) BOLTED PGLYLOK COVER TO GRADE ASTM-33 AND BED SURROUN D 05/18/16 6:50 -0.2 DENSE) (DENSE) wl A SECONDARY SAFETY LID 0400• � GRADE EL 17.0'�- LE 74.3' SM' 47.0' SM 47.0' DRAWN BY: EO // / ELEV 15 5 GRADE /10/16 11.00 -Oil DRILL OUT DRILL OUT T74,,j / 18/16 13:35 -0.1 p 1� iq0� GRADE EL.15.0' GRADE EL.15.0' Nip unRmMt / / 1`• r MIN.778°/FT TAN F-C SAND,LITTLE RN FL SAND AND FL DATE: 01.06.21 D FUJI CENS _._..________-__...___....._____..._______-_._.__._....__ c EL.74.0' 50.0' 50.0' 1/4°/R.min. NGS-51'02'E 'a // I.E.15.4' I.E.14.5) (450 GPD) __________________________________________ m SCALE: AS NOTED \l 'L51 IA TANK I.E.14.2 ,E 14.0' F-C GRAVEL,LITTLE GRAVEL,TRACE SILT, 103.10' / �(L P�"lc�R ELEV 10.1' SILT. (MEDIUM SM (WET)(DENSE) SHEET O GRAD DENSE AT FACE OF BLDG. 52.0' 52.0' //60 gU�Y NIMUM CAST IRON PIPE HOUSE PROFILE TEST HOLE 1 TEST HOLE 4 (� uAv p� NO SCALE NO SCALE NO SCALE B6aN1+.InAs>:.wMm q ,ate S,,/' _GROUNDWATER EL t.v TEST HOLE PERFORMED BY TEST HOLE PERFORMED BY HIGHEST EXPECTED AKRF ENGINEERING,P.C. AKRF ENGINEERING,P.C. 05.16.16 05.18.16 OF 2 SHEETS i I! L11 L ILL E0EOVE MAR - 3 2022 Southold Town Board of Trustees o fn N N N o N N tll N . N Z Z Z •" o Z Z 2 � W W W O W W W O S2 W U U U X to U 11 U U K ' SHEET NO. SHEET NAME a d a a a SHEET NO. SHEET NAME a a a a a NORTH FORK WEST t, GENERAL STRUCTURAL AO.00 GENASSEMBLIES ERAL MBLIESORMATION 50.01 STRUCTURAL DESIGN CRITERIA, 14895 MAIN ROAD, EAST MARION, NY 11939 • A0.10 ASSENBUES 50.02 STRUCTURAL DESIGN CRITERIA,LEGEND, A0.20 WINDOW/DOOR SCHEDULE . AND ABBREVIATIONS AO.30 ENERGY CODE-AREA TAKEOFFS • • S2.00 LOWER LEVEL FOUNDATION PLAN SCTM. 1000-23-1-2.8 AO.31 ENERGY CODE-RESCHECK 52.10 MAIN LEVEL FRAMING PLAN AO.32 ENERGY CODE-RESCHECK 52.11 CLERESTORY FRAMING PLAN S2.20 ROOF FRAMING PLAN LANDSCAPE 52.50 BRACED FRAME ELEVATIONS PERMIT SET L1.00 SITE PLAN • 53.01 FO UN DATION SECTIONS 54.01 SUPER STRUCTURE SECTIONS ARCHITECTURAL S4.02 REPRESENTATIVE CONNECTION DETAILS 09/28/2020 [REVISION - 11/23/20211 A200 LOWER LEVEL PLAN S5.01 TYPICAL DETAILS A210 MAIN LEVEL PLAN • 55.02 TYPICAL DETAILS A220 ROOF PLAN • 55.03 TYPICAL DETAILS A3.00 ELEVATIONS • S6.01 SCHEDULES A3.01 ELEVATIONS TOTAL SHEETS:27 Kundig 159 South Jackson St,Suite 600 A3.10 SECTIONS 0 REMOVED Seattle,Washington 98104 USA A4.00 WALLSECTIONS . REVISED Olson +1 206 624 5670 olsonkundig.com ABBREVIATIONS MATERIALS LEGEND SYMBOLS LEGEND PROJECT INFORMATION VICINITY MAP PROIECT DIRECTORY MOTTO SCALEC E SITE ADDRESS: &v S @ AT FA FIRE AfARM OA OVERALLin m E Q CENTERLINE FB FIAT BAR OC ONCENTER 14895 MAIN ROAD m r It PROPERTY LINE FD FLOOR DRAIN DD OUTSIDE DIAMETER WOOD BLOCKING SHIM 1.GRID LINE REFERENCE EAST W YORK 11979 MARN7N,NE ==c G DIAMETER FE FIRE EXTINGUISHER OVERFLOW DRAIN PROJECT ADDRESS' OWNER: H 5 u C POUND OR NUMBER FEC FIRE EXTINGUISHER CABINET OFF OFFICE 14895 MAIN ROAD DOMELUCAII,LLC u (E) EXISTING FF EL FINISH FLOOR ELEVATION OH OVERHEAD ® SO EAST MARION,NEWYSUFFOLK COUNTY MATTTT13235 IN CK,N m (N) NEW FH FIRE HYDRANT OHWM 0 DIMARYHIGHWATER MARK FINISHED WOOD SOUTHOLD,SUFFOLK COUNTY MATRTUCK,NY 17952 5 3 a FHC F1 EHOSE CABINET OPNG OPENING A T.631.798.8065 !'z m L,QT+ T:631.6BO.115T A8 ANCHOR BOLT FIN FLR FlMSHFLOOR OPP OPPOSITE y R ABV ABOVE _ FF FlMSHTO FINISH OSB ORIENTED STRAND BOARD ® 21 212 SF(5.0 ACRES) 4 CONTACT.BAWD JANNUID . ACC ACCESS FIN FIMSH BATT INSULATION d(]aw@lclaud cam ACOUS ACOUSTICAL FLASH FLASHING PBD PARTICLE BOARD LOWER�R AREA. ACP ASPHALT CONCRETE PAVING FLR FLOOR;FLOORING PCC PRECAST CONCRETE MAINLEEVEL(UNCONDI110NED):7,205 SF(A2.00) OR DESIGNER, ACS ACCESS PANEL FLUOR FLUORESCENT PCF POUNDS PER CUBIC FOOT MAIN LEVEL(ETERIORj: 1,377 SF(A2.10) IKITERIJERAMC. L MINERAL INSULATION MAIN BEVEL(EXTERIOR DECK)' 2,378 SF(A2.10) RP MILLER.INC. ACT ACOUSTICAL TILE FOC FACE OF CONCRETE PER PERFORATED 2.ROOM REFERENCE GARAGE-ROOM NAME 135 IFTHAVE,2M FLOOR AD AREA DRAIN FOF FACE OF FIMSH PERP PERPENDICULAR i G101 -ROOM NUMBER TOTA 5,040S ADA AMERICANS with DISABILITIES FDIC FURNISHED BY OWNER- PL PLATE NEW YO RX,NY 10010 120 SF T.646.478.0201 ADJ ADJUSTABLE INSTALLED BY CONTRACTOR PLAM PLASTIC LAMINATE m AFF ABOVE FINISHED FLOOR FOM FACE OF MASONRY PIAS PLASTER GRAVEL ASSESSOR'S PARCEL NUMBER; T.310.9780.2285 AGGR AGGREGATE FOS FACE OF STUDS PLWD PLYWOOD SCTM:1000-23-1-ZB CONTACT:RODMAN PRIMACK m AIB AIR IKIFGATE ION BARRIER FP FIREPROOF PNL PANEL mdman@Wnderdedg,e- ALT ALTERNATE FPL FIREPLACE PNT PONT ® � REFERENCE DOOR APPLICABLE CODES' ALNM ALUMINUM FR FRAME PR PAIR STEEL SCHEDULE 2020 BUILDING CODE OF NEW YORK STATE ARCHITECT, Z 2020 PLUMBING CODE OF NEW YORK STATE L OLSON KUNDIG APPRO% APPROXIMATE FT FOOR OR FEET PR ST PRECAST Z 2020 MECHANICAL CODE OF NEW YORK STATE 159 5.JACKSON ST.SUITE 600 • ARCH ARCHITECTURAL FTG FOOTING PSF POUNDS PER CUBIC FOOT 3.DOOR REFERENCE O 2020 FIRE CODE OF NEW YORK STATE SEATTLE.WA 08704 ASPH ASPHALT FURR FURRING PSI POUNDS PER SQUARE INCH v � ✓ 2020 EXISTING BNLOING CODE OF NEW YORK STATE T:206.624.5670 y AUTO AUTOMATIC FUN FULL WI PT PRESERVATIVE TREATED CMU 2020 FUEL GAS CODE OF NEW YORK STATE F:206.624.3730 FW FULL WIDTH PIN PARTfTION W F BD BOARD PVC POLYVINYLCHLORIDE 2020 RESIDE TIALCO CODE OF NCO OE OF NEW YORK STATE PRINCIPAL ARCHITECT:TOM refig-DIG BITUM BITUMINOUS GA GAUGE 4.WINDOW/SKYIIGHN REFERENCE O 2020RESIDENMRCODEOFNEWYORK STATE tem IS GERundlg.Com (n BLDG BUILDING GALV GALVANIZED R RISER STONE BLDG BLOCKING GC GENERAL CONTRACTOR RA RETURNAIR CONTACT:CHRIS GERRICK N AUTHORITY HAVING JURISDICTION: Ads@dsodcundig.com Y W BM BEAM GL GLASS RAD RADIUS TOWN OF SOURIOLD NEW PORN 0 O ELEV.0.00 I NDS AP ARM CT' BO BOTTOM OF... GRAM GRADE IAIN47ED RM REFERS IN 5.ELEVATION/DATUM REFERENCE T-$ OW Q N BOT BOTTOM GR GRADE REF REFERENCE TOWN ALL ANN SS: 288 NORFOLK S0 TOWN HALL ANNEX BUILDING 288 NORFOLK ST BSG BEARING GWP GYPSUM WALLBOARD REG REFRIGERATOR WOOD FRAMING 54375ROUFE25 SITE CAMBRIDGE MAD2139 IU _ Ko BSMN BASEMENT GYP GYPSUM REG REGISTER Q o SOUTHOLD,Ni 11871 T.51CONTACT: JO BUR BUILT UP ROOFING REINF REINFORCED `z` CONTACT:JOE WAHLER HB HOSE BIBS REM REMAINDER a BUILDING: CojwaNer@stimsonsWd.-no 0 CAB CABINET HC HOLLOW CORE REQ REQUIRED PLYWOOD 1 -DRAWING NUMBER LOCATION MAP OO 6.EXTERIOR ELEVATION 631.765.1802 CB CATCH BASIN HDR HIGH HEADER SITU OVERLAY RESIL RESILIENT A3.W -SHEET NUMBER Elk �U CEM CEMENT HDR HEADER REV REVISION;REVISIONS;REVISED MOTTO SCALE CIVIL Z U) CER CERAMIC HDWD HARDWOOD REV RIGHT HAND LAND USE: S.L.WESTMA RIGID INSULATION 671.765.7802 7788 WEST BAYS NK HIGHWAY,SUITE EO CIP CA NTROLJOIE HMW HARDWARE RM ROOM Vs_ CJ CEILING JOINT HM HOLLOWMELAL RO ROUGHWATER EA ��.� F' HAMPTON BAYS NY 1194fi CLG CEILING HORIZ HORIZONTAL RWL RAIN WATER LEADER �-DRAWING NUMBER PROJECONSTRUCTION ONST UCTION IPTIONOF DETACHED .w y*-w*n`G 6�`:.r�4 CONT 728.9480 CLK CAULKING HP HIGHPOINT 7.BUILDING SECTION SWIMMING POOL SEPARSINGLE-FAMILY DWELLING UNIT AND � .yA'^-"' e/" �Yy5 CONTACT:ELAINE ORTOLAN A4.00 -SHEET NUMBER SHIMMING POOL NNOER SEPARATE PERMIT). --»- "^� F .s e''9t.� elana@slmxascacotn CLO CLOSET HR HOUR 5 SOUTH FOAMED IN PLACE INSULATION CLO CLEAR HT HEIGHT SAF SELFADHERED FLASHING +� CMU CONCRETE MASONRY UNIT HVAC HEATINGAVENRLATING'AIR SAM SELFAOHERED MEMBRANE Lp4{ F� '�'l INTER-CIEPERMIT CE •. A.-f 36 LIGE IENCE cK1rR couNIER TWATRCONDITIONING Sc sauu CORE ZONING INFORMATION S NUGEM ST,P.O.R0%1201 COL COLUMN HW HOT WATER SCHED SCHEDULE EARTH 4 DRAWING TIMBER COL CONCRETE HAT HOT WATER TANK So SMOKE DETECTOR S.WALL SECTION SOUTHAMPTON.NY 11969 COK1N CONNECTION SECT SECTION A4.10 SHEET NUMBER AND ZONE' T:631.283.5958 CONST CONSTRUCTION ID INSIDE DIAMETER SG SAFETY GLASS RAO CONTACT.JAMESWAL.p KER CONT coNnNUOUS IN INCH SHV SHELF;SHELVING ® ALUMINUM ferscience@aptorine.nel CONT CONTRACTOR INCL INCLUDED SHR SHOWER 1 LANG USE REOMREMEM REOMREMENT PROPOSED CORR CORRIDOR INSUL INSULATION SHT SHEET O DRAWING NUMBER CPT CARPET CARPETED INT INTERIOR 5HN MEL SHE E7 METAL 9.INTERIOR ELEVATION 4 A1LXX 2 MINIMLMLOTSIZE: BO,COD SF 219,212 SF STRUCTURAL ENGINEER'. CRS COLD ROLLED STEEL INV INVERT SHTG SHEATHING ® BRICX SHEET NUMBER MINIMUM LOT HIDTR 175' PER SITE PLAN[1-1.00] SILMAN CSN COUNTERSUNK SDA SIMILAR 3 MIWMWM LOTDEPTk 250' PER SITE PLAN 11.1.00] 32 OLD SLIP,LOTH FLOOR CT CERAMIC7ILE JB JIINCTIONBO% SOG SLAB ON GRADE LNEABLE FLOOR AREA: 850 SF 2,049 SF[A2.101 NEW YORK,NY 10005 CTR CENTER JF JOINTFILLER SPEC SPECIFICATION LOADING HEIGHT. 3119E(43.842 SF) T:NTAC0.7870 CU FT CUBIC FEET JT JOINT SOFT SQUARE FOOT(FEET) CONCRETE XX -DRAWING NUMBER BUILDING HEIGHT: 35' 12'A'[A7.00] !" CONTACT HAUS EVANS SQIN SQUARE INCH(ES) 10.DETAILREFERENCE NUMBER OF STORIES: 2 1 11101 @sBneacan DBL DOUBLE KIT KITCHEN SST STAINLESS STEEL A%JIX SHEET NUMBER DEMO DEMOLITION NO KNOCKOUT STO STANDARD r ONRD SETRD: CONTRACTOR BET DETAIL BTL STEEL FROK7T YARD: 60' PER SITE PLAN(L1.00j DOWBMLT,INC. DIA DIAMETER LAM LAMINATE.LAMINATED STOR STORAGE SIDE YARD: 20' PER SITE PIAN[1.1.00] 25336TH STREET,SUITE 8313 DIM DIMENSION LAV LAVATORY STRUC STRUCTURAL BOTH SIDE YARDS: 45' PER SITE PLAN 11.1.001 BROOKLYN NY 11232 OL DEAD LOAD LES POUNDS SUSP SUSPENDED REAR YARD: 75' PER SITE PLAN[1.1.001 T:347.732.2 21 ON DOWN LF LINEAR FOOT(FEET) SYM SYMMETRICAL CONTACT:BALE SZABO OR DOOR LH LEFT HAND WETLAND SETBACKS: dales@do u2Lcam DR CPNG DOOR OPENING LL LNELOAD T TREAD SHIMMING POOLS B RELATED 50' PER SITE PLAN[1.1.00] u DS DOWNSPOUT LOC LOCATION TSG TONGUE AND GROOVE STRUCTURES,LANDSCAPE crNpMCALB ELECTRICAL ENGINEERING' DDRY SP DSTANDPIPE LP LOW POINT TEL TELEPHONE AND GARDENING,AND ASS ENGINEERING DT GRAIN TILE LT LIGHT TER TERRAZZO 11.ASSEMBLY REFERENCE O DRIVEWAYS 37 WEST 37TH ST,STH FLOOR DW DISHWASHER TG TEMPERED GLASS NEW YORK,NY 10018 DWG DRAWING MA9 MASONRY THN THICK SFPTC TANKS 75' PER SITE PLAN[1-1.00] SITE T:212.317.2361%401 MAIL MATERIAL TO TOP OF_. N T:646.480.2097 E EAST MAX MAXIMUM TO TOP OF BEAM RESIDENCE,SANITARY 100' PER SITE PLAN[1-1.001 CONTACT:ALEX SCHWARTZ EA EACH MB MACHINE BOLT TOC TOP OF CONCRETE:CURB (LEECHING POOLS,CESSPOOLS), dex@ebsen9ineer.com EJ EXPANSIONJOINT MC MEDICINE CABINET Tor TOP OF FLOOR:FOOTING;FRAME 12 NORTH SYMBOL 8C&DMATERIAL GENERAL NOTES EL ELEVATION MOF MEDIUM DENSITY FIBERBOARD TOM TOP OF MASONRY LIGHTING DESIGNER: ELEC ELECTRICAL MDO MEDIUM DENSITY OVERLAY TOP TOP OF PARAPET;PAVEMENT 1.CODES:ALL WORK SHALL CONFORM APPLICABLE LAND USE AND BUILDING CODES AS PIERCE LIGHT! STUDIO EIFV ELEVATOR MECH MECHANICAL TOP TOPOGRAPHY TOP OF BLUFF SETBACKS: AMENDED BY AUTHORITIES HAVING JURISDICTION 28WEST2TTHST,SNTE703 ENOL ENCLOSURE MEMS MEMBRANE TOS TOP OF SLAB:STEEL RESIDENCE,SANITARY 100' PER SITE PLAN[LI.DDI NEWYORK,NY 10001 EO EQUAL MEZZ MEZZANINE TOW TOP OF WALL 1 (LEECHING POOLS.CESSPOOLS),D 200NOTIFY THE IMMEDIATELY IF USECALCULATEDEXIST. DIMENSIONS ONLY. T:646.525.9155 EQUIP EQUIPMENT MFR MANUFACTURER TS TUBE STEEL 13.REVISION REFERENCE SHIMMING POOLS.ANO RELATED NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLCTS EXIST. T:CONTACT. EIL principal architect TK EST ESTIMATE MIN WNIMUM TSTAT THERMOSTAT 2 STRUCTURES CONTACT:EILEEN PIERCE EW EACH WAY MIR MIRROR TYP TYPICAL 3.CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORN, epince@piemef9N8rmsWdiosam project manager CG EXHFN EXHAUST FAN MISC MISCELUWEOUS REFERENCE CONSTRUCTION MEMO ISSUING REVISION NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. drawn by ER,Jr.OS EXIST EXISTING MO MASONRYOPENING LINO UNLESS OTHERWISE NOTED ONLY MOST RECENT REVISION SHOWN CLOUDED. 4.VERIFY ALL ROUGH4N DIMENSIONS FOR EQUIPMENT.PROVIDE ALL BUCK-0Ui, EXP EXPANDED:EXPANSION MTD MOUNTER REFERENCE FOR PREVIOUS REVISIONS REMAIN VERIFY ALL RO GH414 DIMENSIONS SFOREQRED IPMEOR NT.PROVIDE checked by QC EXP ST EXPANSION BOLT MTL METAL VB VINYL BASE DATE OF REVISIONS INDICATED AT RIGHT MARGINS. EXPO EXPOSED MILL MUWON VEN VENEER BUILDING CODE EXT EXTERIOR VERT VERTICAL 5.DIMENSIONS ARE TO EXTERIOR FACE OF CONCRETE/WOOD FRAMING UNLESS job nc, 13054.06 N NORTH VEST VESTIBULE OTHERWISE NOTED. data 09/182020 WA NOT APPLICABLE VG VERTICAL GRAIN NIC NOT IN CONTRACT VIF VERIFY IN FIELD APPLICABLE CODE: 2020 RESIDENTIAL CODE OF NYS 6.EXTERIOR WALL FRAMING 2.6 WOOD STUDS UNLESS OTHERWISE NOTED. NO NUMBER VT VINYLT TILE NOM NOMINAL DESIGN CATEGORY ].INTERIOR WALL FRAMING 20W000 STUDS UNLESS OTHERWISE NOTED. NR NO REDUCTION W WEST revisions: NTS NOT TO SCALE WI WITH FIRE PROTECTION: NOT REQUIRED BUT WILL BE PROVIDED W/O WITHOUT WC WATER CLOSET FIRE SEPARATION DISTANCE: >5' WD WOOD PERMIT NOTES WD W WINDOW WF HIDE FLANGE CODE REQUIREMENTS REQUIREMENT PROPOSED WFBM WIDE FLANGE BEAM BUILDING PERMIT TO BE FILED(THIS APPLICATION( WG WIRED GLASS EXT WALL RATING 127021(1)1 O�IR(FIRE SEPAPATION>5') O+LR WH WATER HEATER FIREBMMR OCMMG JRR304.1 70 SF IUNG AT CEILING a WL WATERLINE MMR AREA JR304.ij 705E PER A210 MECHANICAL TO BE FILED UNDER SEPARATE PERMIT D „`V f^ WLD WELDED MIN LE JUNG HEIGHT[R305.1] 7FEET PER A. ELECTRICAL TO BE FILED UNDER SEPARATE PERMIT WP WATERPROOF SAFETY GLAZING JR308.4] @HAZARDOUS LOC. PER A3A0 PLUMBING TO BE FILED UNDER SEPARATE PERMIT WPM WATERPROOF MEMBRANE EGRESS DOOR IR3171J 110WEWNG UNIT MIN PER A2.10 SWIMMING POOL TO BEFIIEDUNOER SEPARATE PERMIT 4 021 PERMIT REVISION WR WATER RESISTAM SPRINKER SYSTEM[R313.21 NOT REDID(>3STORIES) PROVIDED SEPTIC TO BE FILED UNDER SEPARATE PERMIT 3 2021 PERh9TCORRCCTI0N3 WSCT WAINSCOT SMOKE ALARMS[R314.21 EACH DWELLING UNIT EACH DWELLING UNIT FIRE SUPPRESSION TO BE FILED UNDER SEPARATE PERMIT by WED WIRE SAFETY GLASS 'YY� WIR WATER MAR _ 3 2 24/2/ - WWF WELDED WIRE FABRIC 2oL-1- WWM WEIDEDWIREMESH WL WEIGHT ENERGY CODE - eft x PERMIT SET, ,-' APPLICABLE CODE: 10ZD ENERGY CONSERVATION CODE OF NYS Southold Town _ o CLIMATE ZONE: 4(SUFFOLK COUNTY) Board of Trustees srz8n020 COMPLIANCE PATH: UATRADE-0FF ASSEMBLY PERFORMANCE VALUE S: ADHD WINDOW B DOOR INSULATION VALUES: AO.20 GENERAL INFORMATION A0.00 c<E %a @ N Tq c "< m had m m R1 RI 2 ROOF OVER UNCONDITIONED ROOF OVER CONDITIONED 2 Q� 075419 PVCROOOARD ANE 075419 PVCRO OF MEMBRANE W g 075418 COVER BOARD 075419 COVER BOARD 0 ERED(112'MIN.) 075419 POLYISO INSUL TAPERED(R-60) (� w 4 07549 VAP RRET RDER ( 075419VAPOR RETARDER Q G PER STRUCT 061600 PLYWOOD SHEATHING PER STRUCT 061500 WOOD DECKING 061500 WOOD DECKING ❑tV 061000 EXPOSED TIMBER JOISTS 067000 EXPOSED TIMBER JOISTS O O O� ,/�) LTL K N cf y Z 0 F <O O0' d O m� e Z �w ROOF ASSEMBLIES SCALE: 1 1/2. 1'-0• P3 O P1 WOOD TILE GWB MNG 071200 WATER REPELLENT(AS REDID) 09 2900 5/e'GYPSUM WALL BOARD 4 061600 PLYWOOD 093014 TILE(PER FINISH SCHEDULE) Ofi 1000 7X W0 FRAMING NG 093005 THIN SET MORTAR 098716 ACOUSTICBLANKETINSULATION BLANKET INSULATION 093005 UOUAD MEMBRANE WATERPROOFING 092900 5/e'GYPSUM WALL BOARD 061600 PL OOD 093005 18'CEMENT BACKER BOARD EUNG 061000 2X WD FRAMING L^�ta fiWld(NT INSULA770N 061600 PLYW000 t�^�se�L���ur� •COMPLY WITHTCNA STANDARDS INTERIOR WALL ASSEMBLIES SCALE: 1 1/2'a 1'-0• Principal architect TK W2 WI Project manager CG WD SIDING CONCRETE BELOW GRADE dawn by ER.JF.DS 4 312300 DRAINAGE FILL checked by CC 062000 PLASTIC DRAINABLE FURRING 0T 1326 DRAINAGE MAT jpb tro. 17054.06 INTERIOR EXTERIOR OPIERCD'AIR BIER 071326 SELF ADHERING SHEET WATERPROOFING 061500 PLYWOOD SHEATHING PER STRUCT BB3'TR4 4 date 09288020 06 1000 2X WOOD FRAMING PER STRUCT C12 2X O FRPMIOT2700 518'THERMAL BATT INSULATION(R-21) 512'THERMALBATTULATION(0.-217061600 PLYWOODSHEATIONGPERSTRUCT 'GYPSUIN BOARD 062000 WOOD PANELING e � Vrevisions: mn E E_ D_ ' EXTERIOR WALL ASSEMBLIES C SCALE: I e,'-D- MAR — 3 2022 4 1IM2021 PERMIT RENSION 4 no. da by F3 F2 F1 Sn CONCRETE OVER FRAMING CONCRETE OVER SOG � CON RETE SLAB&Pf 0 Town e sC_4,ac���rt a (UNHEATED SPA orUStEOS ERMITSET 033000 C.I.P.CONCRETE TOPPING SLAB _ 033000 CJ.P.CONCRETETOPPINGSLAB 033000 C.I.P.CONCRETE PER STRUCT 210000 HYORONC RADIANT HEATING 033000 SUP SHEET 312300 DRAINAGE COURSE PER CML 09/2W020 033000 SUP SHEET ' 033000 C.I.P.CONCRETE PER STRUCT 712300 PREPARED SUBGRADE PER CML 067600 PLYWOOD SUBFLOOR PER STRUCT 033000 VAPOR BARRIER CII T 1- 061000 FRAMING PER STRUCT 772700 DRAINAGE COURSE PER 1 /I—II—E 772300 PREPARED SUBGRADE PER CML II� ITE I ETi7—�7 ��TqI IIIA I I rEl IF=1�L H . ��I I I�11E EiI J ASSEMBLIES FLOOR ASSEMBLIES AO. 1 O SCALE: 1 1/2•—1'• g�8 y 4 �s" 4 DOOR SCHEDULE N c-- c=_ -__-__-- $gym DIMENSIONS w MARK LOCATION WIDTH HEIGHT OOORTYPE FRAMETYPE AREA UVALUE I SHGC MANUFACTURER MODEL w 0001.1 V J 001.1 BASE MEM 7-8' g.0' B WD 295E 037 D 0 TBD TBD 29SF 29 SF &terNr m m 101.2e PATIO 15-g 17'•01/4' D ALUM 164 SF 0.30 0.56 0.33 DYNAMIC ALUIANARTE ER SCHED PER SCHEDULE ERSCHEDU PERSCHEDULE 10178 PATIO 22'-C 11'-0114' D ALUM 247 SF 0.38 6.55 0.33 DYNAMIC ALUhONARTE Z 411 SF • Gds Z TYPEA TYPES TYPE TYPED 1022 BEDROOM 24'-33r4' 10'-9 V4' D AIUM 2625E 0.38 0.56 0.33 DYNAIAC ALIIMINARTE F O Of SINGLE SWING SINGLE BARN SINGLE GLAZED SWING GLAZED SUDING, SEE SCHEDULE AND DPa9u, 262 Sf w < ELEVATIONS r 101.1 HALL 3'-0' 11'-p• A ALUM 405E 0.77 0 0 TBD TBD La 40 SF 7735SF Y �ed IRerur N DOOR TYPES ., O 061 SCALE: 1/4"a 1'-D" 126.1 SAUNA 7-0' E-0LL of ' C WD 215E 0.33 0.58 0.34 7B0 7BD Nd 21 SF Z OP,9ee 102.1 IBEDROOM 3'-8" 8'•6" A WD 315E 0.37 0 0 TBD TBD o 1023 BEDROOM 3'-B' g-fi' A WD 315E 0.37 0 D TBD ITS O O m 125.1 BATH 2'-0' F-0' A 6VD 21 SF 0.37 0 0 TBD TBD 1267 SAUNA 2'-0' g-0• L WD 21 SF 037 0 0 TED ITBD 105 SF 126 SF NOTES: 1.EXTERIOR GLASS DOORS RATINGS EASED ON NFRC DWDN-17-00915-00001 2.AIR ANO THERMAL BARRIER TO BE INSTALLED PER MAMIFACTURER5 INSTRUCTIONS 3.ALL FENESTRATIONS TO MEET INFILTRATION RATE RECUIREMENTS PER NFRC 400 4.ALL OPERABLE FENESTRATIONS TO MEET BLOWER DOOR TEST @ 50 PA<�ACH FOR CLIMATE ZONE 4. 5.ALL GLAZED DOORS TO HAVE SAFETY GLAZING PER R308.4.1. WINDOW SCHEDULE DIMENSIONS(ROUGH OPENING) MARK OPERATION WIDTH HEIGHT AREA I GLASS TYPE U VALUE SHGC VT MANUFACTURER I ODEL FIXED 204 FIXED 30'-0' 11'-2112" 3365E DBL GLAZED.LOW 0.29 0.38 M0.66D C ALUM6IARTE 205 FIXED g-2114' T-6' 15 SF DSL GLAZED,LOWE 0.29 0.38 MIC ALUMIFLARTE 206 FIXED 6'-2114' T-6" 15SF DBL GLAZED.LOW 0.29 0.38 MIC ALUMN-ARTE 207 FIXED 6'-2114' T-6' 155E DEL GLAZED.LOW 079 0.38 MIC ALUMNARTE 208 FIXED V-212' T-6' Ul SF DBL GLAZED,LOW 0.29 0.38 MIC ALUMIN-ARTE 218 FIXED 6'-917 T-6' 175E DBL GLAZED,LOW 0.29 0.38 MIC ALULINARTE 219 Fl%ED 6'-9314' T-6' 17 SF DBL GLAZED,I GINE 0.29 0.38 MIC AlUMPLARTE 432 SF FIXED IN SUDING FRAME 202, Fl%ED IN SUDINGFRAME 1.-2112' 10'-112• 63 SF DBL GLAZED,LOW 0.38 0.33 0.56 DYNAMIC ALUMINARTE 202b Fl%m IN SUDING FRAME g-Z 314" 10'-1112' fi3 SF DBL GLAZED,LOWS 0.38 0.33 0.55 DYNAMIC ALUM6LARTE principal archhect TB 202c Fl%ED IN SLIDING FRAME g-2114' 10'-112' fi3 SF OBL GLAZED,LOWE 0.38 0.33 0.56 DYNAMIC ALUMN-ARTE propct manager Cr 202d Fl%ED IN SLIDING FRAME 5-012' 10'-112' S15F DBL GLAZED,LOWE 0.38 0.33 0.56 OYNAMC ALUTANARTE 240 SF d.-by ER,JF,DS checked by CIC pb no. 13054.05 date 09=2020 NOTES: 1.FIXED GLASS RATINGS BASED ON NFRC GWD44-28-00009-00002 2.SUDING GLASS RATINGS BASED ON NFRC OWD14J0-0001840001 3.AIR AND THERMAL BARRIER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS revisions: 4.ALLFENESTRATIONS TO MEET INFILTRATION RATE REQUIREMENTS PER NFRC 400 e 5.ALL OPERABLE FENESTRATIONS TO MEET BLOWER DOOR TEST @ 50 PA<.7 ACH FOR CL0AA7E ZONE 4. fi.ALL HAZERDOUS LOCATIONS AS DEFINED IN 12308.4 TO HAVE SAFEFY GLALNG.REFER TO ELEVATIONS(A7.00,A7.01I. 4 IVM021 PERMIT REVISION 3 9/1712021 PERMIT CORRECTIONS date by rMARE IV E PERMIT SET09/262020 - 3 2022WINDOW/DOOR SCHEDULE tholdTown d of Trustees A0.20 m E xe =fix 4.3 4 3 2 1 0.5 �$o ENVELOPE LEGEND =3N ROOF GROSSWALLAREA-W2 I A010 FOR OPAQUE PORTIONS ® r CENNG-R1/A010 W4 GLAZING d DOORS-SEE A010 FOR AREAS AND PERFORMANCE I- / //. WB AVG EXISTING GRADE p0 BASEMENT 21-�. Y LOWER LEVEL A Z Q -- -�- - --- 12._3. Y � z H I NORTH ELEVATION AREA TAKEOFF w> ENVELOPE TAKEOFF 6 scALE: 3/3z•ml•-0° > w MARK AREA THERMAL PERFORMANCE TYPE Y m �tV CEILING O LL N Cl 1677 R-50 CEILING 1677FZ GROSS WALL AREA E D C B A 002 0 2 W l 286 R-21 GROSS WALL AREA O e o co, W2 628 R-21 GROSS WALL AREA W3 286 R-21 GROSS WALL AREA ---------- 33'-fi tl2' W4 628 R-21 GROSS WALL AREA I W5 241 R-21 GROSS WALL AREA _ xG W6 521 R-21 GROSS WALL AREA W7 241 R-21 GROSS WALL AREA _MAINLEVE_L._ W8 521 R-21 GROSS WALL AREA - 21'-6' `r 3 3 52 AVG EXIST_2"-'" BASEMENT WALLS 21' MA -0' NOTE:SEE A0.20 FOR WINDOW 8 DOOR AREAS AND THERMAL PERFORMANCE LOWER LEVEL 12' WEST ELEVATION -AREA TAKEOFF 5 SCALE: 3/32"m V-0' 4.3 4.3 ROO—F -- - - - - --- -- - -—'—- - 33'-6 1/2' I I I aB.3fi MAIN LEVEL__ _ fi W6 / VG GRADE / EXISTING �l BASEMEN! I I I 21'-x• -_ principal archkect TK LOWER LEVEL project manager CG 12'-3' d.-by ER.JF,DS I I I I I I — SOUTH ELEVATION -AREA TAKEOFF //�� checked by QC 4 SCALE: 3/32'=1'-0' job no. 13054.O6 date 09252020 I C1 3 A0.30 A0.30 5 revisions. A B C D E I R00 F — — —� -— 33'-6112" I I I 4 11212021 PEM9T REVISION W1 dam by MAIN LEVEL C� 0 B L� a afi D AVG EXISTINGGRADE BASEMENT `� p� A PERMIT SET wA s 21 fi I 3_ a �--- --- - ------- _ 2� A- :''09128/2020 ,.�. LOWER LEVEL MA 12'-3' 3 EAST ELEVATION AREA TAKEOFF ROOF AREA suLE: 3/3z•=t'-0• � `I T'��„'�•” NERGY CODE- SCALE: Board of Trustees JNREA TAKEOFFS A0.30 E Generated by REScheck-Web Software REScheck Software Version:REScheck-Web N m Compliance statement The prop.,ed building design described here is consistentwith the building pins,spac'dicabom,and other Compliance Certificate calcul1b.nzsuhmittedwiththepermRapplio.b.n.Theproposedbuild s"g ibeen dlo i9 ed 0o meet he20181ECC equine ant In Inspection Checklist �m REScheck Version:REScheck-Web and m comply wkh Bre mand.torif requirement listed in the RESdheck Inspection Checklist u°u QJ70 Q1 Energy Code:2018 IECC -6 Name-Title sipramre Date Requirements:100.0%were addressed directly In the REScheck software Text in the'Comm-ts/Assumptions'column is pmvided by the user In the REScheck Requirements screen.For each Si io Project North Fork West requirement,the user certifies that a code requirement will be met and how that Is documented,or that an exception m - Is being claimed.Where compliance is itemized in a separate table,a reference t°[hat table Is provided. y�+ Energy Code: 20181ECC t location: Southold,New York Sectbn Construction Type: Singledamlly a PIaV'�rHled FblV�errodf(ed PmIact TYpe: New Constmctlpn N ProirhspaRioNPl R k Cp'pliesT Co.menta/Assumption b Re ID Croiect rwd Floor Area:He. It2 103.1, Constructor draw ng d '.�;$, ..jOC plws Requirement ill be met. 103.2 documentation demo ztrate I Does Net Glazing Area 41% [PRl]h no—code camplan for tt ',' 0.i _ Iec"'"on plan/spec: a Oimak Zone: 4(5572 HDD) bn.l.penvelo—too 1 d y 4 IONot A6phcebkk Permit Dale co An.10.AO.20,AD30 v Permit Number. nns[ruRionpol—ondti "Y' § #"4� "''aw m 103.1. Consbuction drawing d Y OC4 pf z Requroinent will be met 103.2, d.....han demo to P S - OO Not Construction Site: Owner/Agent: Designer/Contactor. 403.7 g.W-de con U. (o ? r k `ON tOb ervabk lucatbn on plarv/spec: [PR3]s 1 ghhng and mechani I yzte Requ roments will be met } 14895 Main Road Oomeluca 11,LLC Tom Kundlg Systems serving mulbpl � 1 r ONot ApPhcahle Z East Manor.W 11939 13235 Main Road Olson Kung dwelling units must 1 tram .r MaMWck.NY 11952 159 South Jackson Street Z 631.2982065 6th Fbor mpliance with the IECC O Seattle,WA 98104 Commercial Proi.i.roi. 206.6245670 3021 `Heabnyand«olmgoq P t Ha tig H h q pComplmo Requirornen[will be met Of ohne@ohonkundig—in 4037 see d'.'ACCAManual56ased ."h_ 'ab-M ODoes No[ [PR2p on loads olculabed pe TA coding: cooling: to In on plans/spec LU Manual)or other meNods B[Whr_ gtu/hr_ ONot Observable R—irewill be met H I aPpno-d byr,enideofid.l. []NotApplicabk > to ' Comn6 .19%9attr loan Cada Mednwm W'.1. Y w Ua.-- waxm.um SHGC:— —SRGC:-s :: of 0 N m..eae.ie.w=a.nwa caa.we.a"mw rarm..mmmos.•�wiemem aamaa mean.,.. Additional Comments/Assumptions: Sl,=gmdo t edeoHs are no Iononemoldered in the UA or pedormance compliance per,In REScheck.Eaoh slab-on-grade O O v fV assembly in the specified done.zona must meet r,e minimum energy«de insulation R-vdue and depth requirements. r^ = Z� U) L O Envelooe Assemblies O 0 .2 e Z ai Ceiling:not Ceding or Sim sorTwe, 1.677 0.0 50.0 0.019 0.026 32 44 Exterior Wafis:Wood Frame.l6'— 1.828 21.0 0.0 0.057 0.060 24 25 Opaque Doors:Solid Door(urier SO%glazing) 40 0.370 0320 15 13 Door.Glass Door(over 50%glazing) 698 0380 0320 265 223 SHGC:033 Fixed Windows:Metal Frame w/Thorne]Break 427 0.290 0320 124 137 SHG"'*-" HGC038 Wind—ISliders):Metal Frame w/Thermal Break SHGC OJ3 240 O.U. 0320 91 77 Basement Wills:Solid Concreb or Masonry 1,524 212 0.0 0.056 0.087 e4 no Basemen[Bam Door.Send D...(under 50%glazing) 29 0370 0320 11 9 1 High Impact(Twr l) 12 IMinfi..lmp.ct(rer21 Ir3'Low impact lTiar 3) Project TWO:North Fork West Report date: 11/22/21 Protect Title:North Fork West Report date: 11122/21 Project Title:North Fork West Report date: 11/22/21 Data filename: Page 1 oflo Data filename: Page 2 oflo Data filename: Page 3 no Sactlon Sectbn 5e<tbn Ptarc rid Field Vekltbd d Fourelltbn lmpec[lon Complies? CormmrASlAzsumpHgrw C 'r.o'nF/RqughdAlmpoctbn %ens Yedlbd Field VerlOed Compf t CommentsfAssumptbnw f Fmminq/Rohgh-In lrispectian Vnlhp Vatua �mPlies7 Commerhb/Assump[bra- b.Req.1D bRe.1D Value Vgliw bRe.ID 30311 tAprotecdve covering is kstaBed to OCnmplies Esceptlom Regarementb not appboable. 402.1.1. Door U-factor. LL µ_ OComplies see rke Fawaope Assembun 4036" A:sbmabcergoavitydmpwxwo Fpeemplez R.00koo,rt will be met IF011p pro—exp—d exterior imsdtian ODues Not 4023.4 CID-es Not orak'� Imlp9 imalletl on all eutilaor an - VODoes Not 1dextendamimmum d6in.below Lecetbn on plamhpee:No exposed exteriorimultion. [FRl]s n.k-aM exhausts. Not Observable local rn an plmhpee: $ [(� d 'Not Observable C] 'D �O Requrement will be met Oreille. ONrt Appbrable 'Not Applicable ONat Applcable 4033 5mw-andice- Itngsyshm«rods1-1—plms Eeoeptbre Regmromentis not,pplimbk. 402.1.L Glazing U-kcier larooweighted lF_ 11_ OCemp6es Seo Bre Fn.ebae•tsrematies Additional CommentsJAssumptions: 4023.1. aveagel- ODoes Not table br r�4er. [FO32y instaped. []Dcez Not LecatIn on plarehpec:Requireorw—will be met 40233, Jb pNq[Observabk 4025 []Not Observable 1 11Not Applicable IFR211 �Npt APPliwble Additional Commente/Assumptions: 303.13 LLloD.rs of knestraban products OCamp6es Requirement will be met [FR41s are determined in.—rdantt Oppes Not PrmWBl architect TK with[he NFRC test procedure or lncgtlon on ph"'hprc: 41 hker ham the defauRbbl.. ONot Obs.rvabk An 20 project manager CG gruel Applicable 402A.1.1 Air bani—rid thermal b rine' k -jEl"'. o Requ rementw'I1 rawn be met dby ER,JF.DS IFR23]h instilled per manu}acWroYs ODoes Not Q instructions. l 4 ONet Observable locgtbn an Plrw/spac: __y.,.� ONot Applicable Requirements ill be be—1, checked by OC 402A3 Fenestration that is notsR.bon 4R.owronnen[win be met job no, 13054.06 IFR201s k listed and labeled es meeting „d OD es Not AAMA/WDKWLSA 101A5J/A440 7 dale 0912812020 Uw -ONot Observable or hoz iMiltmtion atm per NFRC '+,r3- 5, ON.l Applicable 400 that do not ex«ed code ysy';t �5 hmib. ..fi$a.�ax 402A5:jlC rated rettssed lighbngfixturo {a s�A „'� d'OComplies Exceptlrn:Requrement is [FR1611 sea led et hole nglmtenarfinnh y�, t JODaes Na[ note ot app)rabk. a rdleboledWindicate s2A dm "'ao ONo[Observab1. IeWsions: a Ieakage at 75 Pa, A�{'Not APPlicable lzsretbnon Plamhpec: No rocessed I qM ng fwturos. 403.3.1 Supply and mWm duM In attics El Pli.. Requirement will be met (FR12]s insulated- R.where duct is - OD—Not > 3inches in diameter and>= for tbn on pkrchpec: � /� r� � {\/] r� � 12-6 where<3 inches.Supply end ONr[Observable Repviremenb win be met /\`(v't't Iltlr•��• NYW9{JJ 111'lrJ—� return duces m other porham of ONpt Applqable D Me buildrtg insWated>=Rfi fp dwmeter> 3lnches and Rig t 1 - for<3 inches m dameter. ' 403.3.2 Ducts.air handlers end filter OComplies 0.equiremeri[wdl be met [FR33]h boxes are sealed with 4 } 'Does Not loin[s/scams compliant with i ONot Olo—bk Locatbn"phimispec: lntematlowl Mechanical Cade o -• phot Appl cable Requirements will be met ,d(t❑ _ d 1(CV1021 PERNPf REVISION Intemabonal Residential Code,a IM H'6 2022 .PPI«ble. i.. .y ] no. date by 403,35'' B. ng«wties arc not used as 'Complies Requrement will be met. [fR15y ducts or plenums. `ODoes Not lg I(ONo[Observable locator an plre/spec: ONot Appl cable Requirements will be met 403.4 HVAC piping canveYing U'& Elb—for Requirement will be met IFR1711'Job...105 sF.rete IledOidds ODoes Not Southold Town bdowss SFam insultedte>R- pNo[Observabk t'eaN""""plhwhpre: Board of Trustees PERMIT SET . 3' []Not Applicable Requirement win be met 403A.1 Protection of insultion on HVAC - - J'Complies Requirement will be met. *'09/28/1020 [FR2411 Piping. pDoez Not 1-oationonplare/spec: 47 ONot Obs.rvable Requirement will be met []Not Applicable 40353.1H.t—pip—mi-obted. R-_ R-_ Oeomplies Requirement win be met. IFRn]2 zR-3. ODres Not pNo[Obscrvahk Lncatlrnonplare1—: ONot Applicable Requirement will be met ENERGYCODE- 1 I High lmpactMe,1) 12-Medion1—a(rer21 13 1 Lowlmpactfrier 3) 1 High lmpaRl7er1) 2 Mediumlmpoct(rer2) I 3 Iowlmp—(ror3) 1 111High lmp—(Tier 1) '2 Mediumlmpact(Ter2) 3:LowlmpaRlTier3) RESCHECK Project True:North Fork West Report date: 11/22/21 Pr"ject T[le:North Fork West Report date: 11122121 Project Title:North Fork West Report date: 11/22/21 Data filename: Page 4 of1O Data filename: Page 5 Oflo .Data filename: Page 6 Ono AO e 31 o<E secNpn Section - - SecNan. a Plan Ver'dkd Field Vadfbd Plan Ved(led FkW VerlNad - Plare Vadfbd Freld.I— m b Rr.ID ire Watbn Impectlon Valor -Valor Complks? Coneren./AssVmptlaro 6 Ra.ID FIw1lroPecLon Pmvhbre Value Volw compl'wst Commenh/Asspmpt're b RD:ID Final IrePecdon Prevision Valor V I Compllezt ComrrwnhlAssumPtloro _ 303:1' All imtelkdinsulafianis labeled L1 pr­ Regmrement will bemet 402.1.1, CeU�np msulahon Rvaiue. R-_ R OCempfies mbm Envelope Assemblies 403:6.1 AU mechanical venblb system OCompl ez Requirement will'e rest. mos [IN_13P' the imialled Rvelues S -.,yODoes Not 4021.1. Woad Wood OOoes Nat W.br unbar. IF fans not part of hated drishtl�. „S OD Not H 11 FNAC equ preen[m [Rca Location on puiempiac: qg 5 0 previtl<d. ONotObservable 402.6 ❑Steel ❑Steel ONpt Observable �a,da'r fl-lmils pe".bk' JON[Observable Requirements will be met mmn ?' _ rONot Appl¢abte [Fl1P ONo[Applmble )12403.6,1. ON tAPDlicable = 402.1.L WaUimukdon R- Im.Rthisisa R-_ R- �Ol:emples ee Me Envelope Assemblks 403.2 yHe,water boilers sappy gheat O(-o Dfies Requnement will be met. 40M. ass wall wiM_e leas[%of the O Wood O Woad ODp No[ "hie for raNes. [FI26P fMmugh ono-or twopp h tlnq - OD ez Nat r$ 4023.6 wall imuktion on the wall 303.1.1.1.Ceiling InsulabOn inzhilad per Oeomptiez Requirtmen[will be met' 5ryshm:have outdo [back LL location on plam/spec: h [INJ]1 eztenor.the exteno,insulation OMiss ❑Mass ONot Observable 303.2 manufachrreYz iwtrcbonz. [ ODaes Not ;.]rnntrol h lower boil tc d d + ON tOb ervable Requiramenb willbe mat .- e requneman[aP0les lFR101� ❑Steel ❑Steel ONpt APpr,.ble [FR1s Blown imulaUon marked every IJj ON tAPPbcable 300 R'. ONat Obs<rvabb hmperahrre based uM }ONot APpri.bb hmPerehre. 40213 Venhed a.awdh au permeable `Olimpfiez Eeceptia•Regidrement is 4035.1.1.Heated wateram+ih srne Me OCo phez Requ'rementmll be me[. 3033 WaU+muktion a insta0ed per OEampfies Requremen[will be meL „1 IFl3BP, have a arculad4n p p Th �, 4 On—Not [F122P: "solation indude baffle adi.cent ,L ODpez No[ notapplimble. l X+ tocatlon an larols [IN4]r man WacbrreYsimtrucham. 00oes Not „msolfit and cave vans Mat s system realm pip. d d ted rV .+n`k3vcf l;''•ON tObservabte P Pec, 4 ONpt Observable rttum pipe ora cold te appy Requnemenb will be meG ONo[Observable extends overimutafion. lua[bn an Plare/spot: DN[Applicable a LONotAPpticable _ ONtAppfirabk No vented ante GravRy and Ma 4021A AMc access hatdr and door R 'R-_ DG Dues Re i,o ntmll be met. syphon Pipe. arcukban zyte ol omrrrents/Assumptions: gi [FlJP mzNation x12-value of Me OD Not rculating lint wahh AddltlnaC adlacenl assemby. ONtObservabb Location on pian/spot: ,pumps shrt[be Pu p M g I NO attic hrhptwahrdema tl dh M - ONotAPDLrable h J ` mDancy.Comreh 402.9.11 Bbwerdoor test@ SO Pa.c=5 ACN _50= ACH 50=_ OeamDbes Requirement wL be met autemaUmly term oR the p p } ]#'l y + Z [Fl37P ach in Climate Zones 1.2,and ODoes No[ hen water n in c mJ b b p } a. ­3 ach in Climate Zones 343. iota['"on ptam/spac: +i atset-Pont[crepe W d Z ONa[Observabk A010 mdemand 1prho[ h sb. 1 e ONct Appllpble 40333 Ddcb are pressure tested h Cm/100 chn/1t10 UC ietkes Requiremon[wUl be met 40]9 1.2 El Crit heat tram system 1 OCq pl'es Erceptbn:Rego rement rs [Fl29P Py with IEEE 5151 UL J _IOD N. [applicabk. Q [Fl2711 determine airkakagewNr T tT OOoea Not 515.Canboh eaten b Cly ON[Clio rvahk inter.Rough i ed.Tobl ONpt Observable lxatbn on p'rwispac: adlus[the energy input.the Location on pbrobpac: 11J leakage measuretl w�Ma Regmremenb will be meL , heat badng.maid the No[Applira610 Requ'rement does retappy. F pressure ddfertntralof0.li-1, Not Applicable tles red wahrhmp bsre in Me I'^.;T N m g.acresi system dWin9 pip ig. me mamnatw .air handler Y gD endonae d Imla a at fine of 4035 2 Demand re"radatro M Oro pl s R,Wwem n[ iU be met test.Pozhorghsmon hest Tohl [Fl30P systems have mnwh Mat `OD N t O�_ lealmge maasurtdwM a ge opeaUon f thpump i-}ON tOb ervable �.tlo.on n6pw'll be meL O O O[ll pressgred4krtnee,0f 0.1 inch aadl ren Me hmpe to iMe +` ,.fONo[Applicable LL d'N w9 aaosz MeeMresystem '�w hr entedm Me Id water indudmg Me manWamrreYs at, handkrendosure. 4035.4 Drain water hea[re ry tls '.i lu...bs Co pbs Eaceptlan:Regwrement is vJ 4033A Ductdghbwsshstresultof<4 dm/100 cfrn/100 OWmpRes Regmremen[w+ilbe met [F13112 fteZdl i,aaeNance with CSA f OD N. notapPlicabk. N �� 1p855.1.P*1 wale d IL [Fl4]1 cfihl100 it2 across the system or tT t� ODges Not gprtssure bsz of dna tete t '] ervabk Locetbnon pkre/spec: L+ On <3cfin/100 ft2 widwut mr ❑NeL Dbservdbk location on pbralspac: rnveiy'nib<3li if [IN,tADPlicable Regnrenen[dpesnotappy, 0 ro~ hardkr Q 25 Pa.Far.ugh-in Requuemenb mU be met O p V hsb,wMcabon may need te ON4t Apphcabk bdwdual oris eon ailed to n n Z rdudW premn Inspemon- ortwo showers.Pptebl hr-e 403.3.2.1 An haMkr kalm des' ted a OCsm lies 'Re t wUI be met. de pressure loss ofd water ge pna P quiremen heat rtmvery unit 2 p+fir [Fl24]1 by manulacbsrer at<=2%of ODpaz Not 'odor dual mrtsgan dad to designam Uow, ONot j Observabk location on piam/spac. three or mort showers.Regmmmenb wM be meG IONot Apphahle 404.1 90%or mortofpermarcnt Ora ph s Regmrement will be met 403.1:1 pno animable t�n mgshb iOCompNes Requnemen[will be meG [REP T boos have high etfimcy I—. Q`1OD Not lypatbn on plem(spac: in r mstalled"fah"whot of pdmary ,OD-N., N[Clio ervahle Requiremenh will be met beating ud morirg systems and location on pl n lsp-, ` - ,' y�ON[Applicable ❑Not OhseMbk crvbal vse�yhnWacWrerh Requ remenb will be meL j13NotApd able Lghbngsyshmshave ,Ola pt es Ezceptbn:Regmrementn 403.11 Heat pump th<rmosh[imtalkd OumDbes Regmrement will be met. AlIFlz3p np cpntnwus plbt lghG - .100 N[ no[apDlitabk. [Fl30P- heat pumps. ! ODOes NOt y ONet Obervable logatlon on plarelspea Location on pt innpec: ON[Applicable Regwmmentmtappl cable. r on ONpt Obs bk Regwremenb will ba met ' ON ApDhvbie 4013 CamDfiar<e cernfiuh pasted. OCo phos Requirement will be meL 4035.1 {ClraJabn9 servrce hot water OCnmpfies Rif wmmentwLbemet IFDP 1 OD No[ [Fl11P )systems have automatic or OOoez Ne[ '. ON[Otiservabk 11 ssitik manual tonbols. ONot Observable btatbn on piamypec: IElJON[Appbceble 1_3ApDlirable Req,mmenb will be­L 1 Itfigh lmpectT rll 12 1 Medium Impact tier 2) :3�low lmpaR Rer3) 11 High lmpa (rkr l) '.2 Medium lmpact(1Kr 2 Fi—F�3 I Inw Impact Rer3) 111 High imp.d(Te,1) 2�Medmwilmpact Rer2) i3"1oelmpact[Tier 31 Project Title:North Fork West Repent date: 11122/21 Project Title:North Fork West Report date: 11122/21 Project Title:North Fork West Report date: 11/22/21 Data fikbame: Page 7 of10 Data filename: Page B 010 Data filename: Page 9 oflo Section Pian Vni{fied Field Verified 1 FInallrepoRbn ProNzbm Valor Vahan Do�rliest Conurmrml/tssr"rytbre ISRcq,ID S 2018 IECC Energy 3033 M nNac.rermwater1 r OCampges Regwrementwi0 be met [Fl1Bp chaniral antl water heating ODpes Not {{� 'a"✓W Yshms haw been Provided. ONotObservabk Efficiency Certificate 4. ®Nat ApFimabk Additional Comments/Assumptions: Above-Grade WaD 2LD0 eelgr4iirade WaD ore Floor o.oa principal architect TK Ceiling/Roof So— project manager CO Ductwork fursmnditioned spaced: drawn by ER,JF.DS Window 0.29 0.38 checked by OC Door 0.38 0.33 job no. 13054.05 date 09811/2020 Heating System- Cooling sysGam: Water Heater. revisions, • Name• Date: Comments (\/\/��� 12� �® '2r D E \J E W E 11/138021 PFlOAf RE1O510N MAR — 3 2022 ro date by Southold Town PERMIT BET Board of Trustees osrzarzozo ENERGY CODE— 1Tw7gh lmpaR Wier l) 1Medium Ire i,t(rer 21 3:1_ow Impact Wier 3) RESCHECK Project Title:North Fork West Repan[date: 11(22/21 Data filename: Page to o/lit A0.32 --- -- 1NTERTlDaLU9p�2 p,s p1E p17 TIDAL WETLAND BOUNDARY AS DELINEATED „� MARSi-i AREA n-4P BY EN-CONSULTANTS JULY 14, 2075 ,�.I�,�,___�,-_,�•,r�r.,—._:_.-`_'3•_/.-_.•_,-.__.._.f..,r��'rT 1,_:+s3e -`-�- -`--'------ _ -FF LQ-C-F-Aj7R-Eb-Dt$�Oat �fstl 2ti G 2' FLOAT -------- Dock pn- --lg-O-U --N---A-R- `J. _- o_•4�. <j--_g _ 171 l�iS7• 9 `MEAN HIGH WATER LINE ----------------- _____-- ---FIRM ZONE __ . ------- ------ __---- _r10AL NEA7ED------------------- _ C] --_ -a' DEERR FENCE TYP ELEVATION _______ <-Ec-�ONSULI( _ ._- �_2...- r• _ -_-__ - ' ___ a - _,r ;:an _____ < ------- ------ -------------- ---------- - TOP OF"-- - DEER EER GFENCING.INFILL TO ; - ___f b ________ _ , BE TURKEY VIARW/BJ"GAPgAT EACH ---�-- SEE TYR ELEVATION ABOVEROCK-------------- h 7RY T R Z r i4 -22- 5---� _ _ _ TOP OF BLUFF �Praor - -- - _ ---- -_ - __ -ASE�+ . „tiI�, 1 '"CEDA �-; --- -- ------- - _ C.6 CEDAF~ \\ �. `_-_-_cver;�--2 \ C4`ATAPL C11rP, /•�nC�^ , 24 / I �/i�" ' A` '� . 4 REDROOM SANITARY ryt Y ty ��q woan G `t.. iy7 �A�y 175' ` SYSTEM', {(, dl f� �IL�DEECK —c ;�z`_ '`,1.5D0`.GAL 5.7. , 7Z '6.'G'� RRY i,2`b:S'/EiF,'RY !�,i - 12 C"17.3' N 36,:' g'DIAr 1 DEEP L P� �MCE(:a?z Z1S _ avEs orRc 2g s' •� D -R. c1 I ', v Is P q C ,2' ." 30,-0„ e + P H TG r--.�_ 19 x , � � 1 r Hata ZONE x°+ r 1 -. � D a' " fa� 2 s7Y-rrae / 'CEDAR ___ �\4 � @ 3 �Il u: FFY ➢_ m �: J'STY FRN $.4.� L P, 40 � ~ A 1 20 J I. r/r i].i.- 38.6 �• �L DWELLING `00 C t _ ,' iJ C j i _ _ __ � � IU m e33' FIRM ZONE AE EL E J+ \ , \ JEIn'l - vs}V I a , 2E. 1 77.40 ROCF3.0 _ v' DECK +j \'. \ '` Q .� or ` � 2N b GFAv ALV. 2E. R' �: `:. 'A� •'i '\OYER i 's �/K'ATER -35-� - ig•'O h TLA1 \ GASECTION y __ D ELEC 1"=10•-0" CONSTRUCTION SILT ; 1 'a �'_g• 4 a t° n w 1: -2E _ .� PENCE.TYP \\ ' yj 1 ��2C", N RY' ; Dr ;� ,33 - 1' �WORKONTHISPARCEUNDERSEPARATEPERMR QTR j "-1r y �auiDFDuzT/ /BL -- tly,175 t4.5.F. or 2.05 ACRES yy. , 'C� \' .t.• �C �' .- `:� "� .. r,. - see �.� _ BASKETBALL I 'E - -2a AD'eAr / /^ z4.D• COURT 9 Q \, 7000-23-i-2.3 WELLo a ;. .... ., 'a2 H PAOPOSEDDERENCINGATMGGEDIYETLANDEDGE ', '::':':' �' '�'-2` �' {�• �, r—G `r _ �'"� ^COVERED `� w ,\ 5'7RE - r, H' _ _ - PROPOSED PATIO= —� i �<+-.— ".PORCH >. -``�:�,_' e------- ------- ----_ SILTENCEANDRAYBALESTOBEMAINTAINED .r ` = -- - -- ` -- �_�-`✓I I a 11 - O' �', ;•�\ ``� ` _ _ ___ DURING BLUFF RESTORAHONAND IJ "1: '^C: ,�("+'L. Y, y�'T _ UF: *-=T—`—� ` �- �r� - p� i 5TEPN �� I �^'� �� �• V�,�� \ - -- _- 1 :'•..t,. i I - 'moi- GEO ME.Ill- 7 �' P ESTABUSHMEN.TYP. �n'�"j's�• �� i �. - _ - n1_LLs :=J f PROPOSED PATIO . ..',. . . . _ .]°''PPLE __ ____ _____�.�' /+ EVERGREEN HEDGE o a �� ��' 10"CEDAR L _ ,"., �I � ��. 5�YyR'dE,E I' ._. ..� 1. �'¢} M ,� �7". ti.A.T' a --- PROPOSED DEER FENCING Ai T r r i r+ :' • ;; `,,\� ti.ni' ' ___------------ _ EFiER/Yy ________ � ""'.. {*!il ' Z +72.5 PROPERTYUNE `- 'y127..• "TREE 7( \ I ;I J',.•.'.','.� `L,\�.. ;+' VJEL�• �` ID" TOP OF8LUff8UFFERZONE,TYP. + } ��'/..0i{K -FJr - _--- 6 ,� . \���CCi^""���...,,, --o -_-- f', �', '�."' 2 FTSI ROSETBACK e--7r`=`� �. 1�`j ♦ WELL W &"CEDAR 0 DEVA I, ' -_ o' f Y° T w r fA:HER �i •'ti/.,' ) -- �t'+T� y��+~/ ��OD10"CHERRY �G�____ o---�J i6 �,� •A '6"CHERRY LrtX S1 I •'1 rJ. �U f i4 VdiR�. w- TREE 6 i� f W '� .. 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Q '� \` 5"TREE 4 _I OF 1 RUS:TEEs INTERTIDAL CD ]G"CEDARf'�J �V VT MARSH AREA t 4 ----------- -DAR - f (/�,F EL - fj'�o may.''' •'ts• 'Q'.1.1 .,� O WELL,, I I IW O TV,"WW OF- HO \\ - --- -----' S `z• •.�\'. 9� RRY WELL CA CEDAR `�� D"DHE :T6"CHERRY i ®ATE, - \ T7DAL la'E LAND EO NDARY Ac DEL7,NEA7€DY4 A' FIRAI Z011VE 3;'-'-.1 -- - - p Q I 1 \ 8i ETm-CCNSc:L7An7S JULY 74, 2CT5 \ i IVI 2022- j6: \ _FIRh- -ZON--Bou DARY LIN ' EXISTING DRIVE TO BE RAISED BY7PPAOX J ITT THROUGH LOWPOINT.TVP.,A I �.�e r7p FIR,1f Sic ..� 'yS� - Y F. Y H INTERTIDAL \>� TIDAL iNF71AND 80LIdlDAR_Y„-p5' n'EATED��A'- --'" �'-�"�� ZO�v 4E�E�k •SOLItITOId TOWFT 1 O 115 130 160 It O MARSH AREA EY EN-COfJSLLTghz `L ti ��I L 7J J ' ' \\ / AREAOFOISTURBANCETOBESEm1D "' �`•� + �s1 ! !q Board of Trustees O ALGBASS SED MIX.NP. .y�` CO I` LANDSCAPE ARCHITECT ARCHITECT DESIGNER CONTRACTOR ISSUE DATE DESCRIPTIDN SCALE S I I�VOI\ 02.24.2021 REVISED =30-0' NORTH FORK RESIDENCE 2 032021 REVISED SITE PLAN 3 03.19.2021 REV:S EU DATE al.s,vt_.loi nisee�l. STEPHEN STIMSON,LANDSCAPE ARCHITECT OLSON KUNDIG R P MILLER DOW BUILT 09.29.2020 4 09.07.2021 PERE7IT UPDATE - - 288 NORiO LII SiACCT 2 MOUNTAIN ROAD 159 S JACKSON Si 1600 35 C 10TH ST 8B 253 361H Si.SUITE B313 14895 MAIN ROAD EAST MARION.NY 11939 5 11.23.2021 PC REVISION DRAWN BY SiIMSON L 1.D scout.srr, GRMBRIDGE.'.IA 02139 PRINCETON.IilR 01541 SEATTLE.14R 9A104 NEVI YORK..NY 10003 BROOSLYA,NY 17232 SCTM:1000-23-1-2.8 6 � PERMITTING smsuu�ss.ussfs tsscsu s•acei,l.rs n<. T 617 876 8960 T 978 464 5200 T 206 624 5670 T 646 478 8201 T 347 732 2621 7 REVIEWED BY SS ' STI L'SONSTUDI O.COM 8 0.5 2 3 4 4.3 12 1'-0" 18'-0" 15'-0" 23'-r TdTJ" 1g'10 LEGEND c¢ 50 SMOKE ANO CARBON MONOXIDE DETECTOR j E$ 4 ROOM SCHEDULE-LOWER LEVEL ROOM NUMBER I ROOM NAME I AREA q AxuAxowaxxisrrorTxe wnav mAraxsuamoumscswwo 5 3 w LOWER LEVEL Aria m I INTERIOR/CONDITIONED uc woxcvvurzv 007 JEASEMEN 12855E sxxiaeracArmwmsu isn a 1285 SF ovmefivniowiuncwwowsEwmxwArzsmswri re.sacs. 4 uu.e.sa 1Nc1 was—ENAccoeewcemrxxrvnn_ I I vn*xxwarzsmnou �a^�"sxowmoar�.s�unccoxo..xce Nra+cow,ccnox V % m onmowLu+r. conecrw vnuncm 1-11-8 NNE T I I I I Z z — — — — 1 — — — — — — — — — — — — — — E U I I I I Y w. O O ON U) O 9 _ ? I I I I I I I H ,� O a So n Z ;iN ,11 I 0.100 9 2 A4.00 w, ... .. .....i — — — — — — I-. ,. tz-rias w1 w o — — — — ___ BASEMENT F ', FLOOR GRAIN 001 2 4- c 11 SLOPETO GRAIN A3.10 ,0 4 1/8:12 ^GLC.E180 DRAIN Liz-3" 1 E01l 2 L---J Principal architect TK 1..' .., project manager CG W7 drawn by ER.JF,DS o 4 e SO checked by OC no. 54.06 - job ate 0918120 V123."TOS" W/0 WID date 09(L8/2020 revisions_o 1' 112-3" Fi p AIR CONDITIONING '. 'r 'r If I� CONDENSING UNITS E C E LLE PER MECNAMCAL 4 1112312021 PERMITREVISION 2 91212021 PERMIT CORRECTIONS LINEAR GRAIN 1 1116 021 PERMIT CORRECTIONS MAA s 3 21122 date by 4 Wi Southold Town PERMIT SE7 `4 .: ..;, } Board of Trustee J.e: z J 2 I�. - G i LOWER LEVEL RETAINING WALL A3.00 RETAINING WALL �JW PLAN LOWER LEVEL PLAN _.. SCALE: 1/4"=I'-0" rt' _ _ A2.00 0.5 1 2 3 4 4.3 5 18'-D' 15-0" 23'-4" T-4' 19'-10' LEGEND o¢E SD SMOKE AND CARBON MONO%IDE DETECTOR m j$ P a.m ROOM SCHEDULE-MAIN LEVEL — �orAnox o° ROOM NUMBER I ROOM NAME AREA nxuaw xnrexisn orrxEsumr ronwxEuwnouenssEc.o t�� MAIN LEVEL INTERIOR/CONDITIONED 101 WING1016SF ..7- + 102 BEDROOM 1B8 SF arrxEnuvwwncrnxonucrvmmurva .Ecnon uaacs. 111 HALL 41 SF 112 HALL 335E sccnvue.vs '—'E==" HALL 125 BATH 60 SF xnxxwnrz secrrourssa♦ auucnsxvvw osruviuncrnxonxcE. 126 SAUNA 395E 1377 BF EXTERIOR �^^EPOD"1dE � 4 110 PATIO 6835E EDsicc lWUM'msre<uormscsracraxsixruE 111 PATIO 1595 SF wmawium x 2378S > PATIO AT GRADE I I Grand total 3755 BF I Z Y @1.5 —+21.5+21.5 +21.5 +21.5 +21.5 Y ~ O y Lu F PATIO I Y W m PATIO AT GRADE 111 tV Oc F2 21'-' FlN ROR LL K cw Z. = Qo ta � 0 •– N� d O m0 i Zorn PATIO AT GRADE D — — — — +21.5 I I +21.5 +21.5 LINEAR DRAIN — — — +21.5+21.51 101.2a 102.1 SD C 7 C C C C C 7 O I J a HALL 111 L--EXTENT OF TREWS OVERHEAD PATIO AT GRADE n p t H I I I SAUNA 126 n I H B DROOM �r y LIVING PATIO PATIO AT GRADE 102 �— 101 I 110 I—iDW I I' c ---LLL 21'� GARDEN PATO 21y 6'FIN FLR .. I 4 LI 127X30" REF I BATH J 1zs _ Principal architect TK ❑ i I project manager CG drawn by ER,JF,DS n D I checked by Gc HALL I i job nv. 13054.06 W2 8 '4 112 SD data 09/282020 +21.5 +21.5 102.3 C 7 C C C C +21.5+21.5 B 2'-7 74" 4-113/4' T-3" I I I I I PATIO AT GRADE I revisions. OPENTO BELOW STEPS TO PATO II II GUARDRAILPER L+2. I If 6� CODE +12 VD tIIL`rJ. LL 4 11232021 PERMRREVISION 3 91172021 PERMIT CORRECTIONS +13 3 2122 o. data by BEAM ABOVE +16 II Southold Tow PERMIT SET , I „4 Board of Trustees II II II � o r +17 a� I I w e MAIN LEVEL PLAN it MAIN� LEVEL PLAN1/4"=1'-0" 4 A2. 10 0.5 1 2 3 23'W T-0" o¢ E I Is � 8 $�o 3 e I I I I I I I •� m } Z z U) uj zi c� 06—. r■O^, a:o 0 On W L) 4 O n Z a CO 4 I I I I I — — — _ — — —�— STISTRUCFINS,TYP.REFER — — — — — — — — — — _ p TO STRUCTURAL DRAWINGS. _ _ STEEL CANOPY 0 S' 0 mvcas mv� w vww I H� 1 — Li ' ROOFAND �r CANOPY EXTENT C1}1i t! S �ij 4 t' principal architect TK project marm8er CG drawn by ER,JF,DS t 1• checked by job no. 13054006 data 098012020 B LEADER,PAINT TO MATCH STEEL ;. revs'ons. SCUPPER COATED SHEET METAL GUTTER SLOPED TO DRAIN '" �2"' �\(\/�/°/ p ' L� VJEIV BEAM PER STRUCTURAL ", Do- I 021 PERMIT REVISION i I IM A l l — 202 by e $ Southold Town ERnnrrser� � Board of Tustees x y ' G ROOF PLAN , I / ROOF PIAN 4 V� �/ SCALE- 1/4"=1'-0" - - - - - - A A2.20 o¢ E ogo m i z z o co Of W � w 0.5 1 2 3 4 4.3 N 5 Y �m O O N K yu) Z O 4 ALUMINUM FRAMED WINDOWS ROOF O 0 as.°m °tt ee „ .xAe.;;. ">.e.^eu -;w t +�. ,.s= xaasvr=. m�,,..,.-:.,x ...:zx�cxv •.. ra ce, .,nrwr ro.«s 3 -6 Z 12' vU -- --- - sere t rrs4 L "..wS' __—_ —_—_ _ _— B.O.STL a �n yy+ 295 y 297 y 2afi y 295 dt PERFORMANCE FORMANCE '9' O O O I" STRUCTSTLWIHGH_—_ _—___ ___ _ CLERESTORY -- --- - -'--- ----- - -- - N - 30•=0. yy � yy yy m x WD SIDING is — 204 SG 'ASI _ _ ___MAIN LEVEL_+_ E C E ' I 00 O I GUARDRAILI AVG EXISTING GRACE IVIII LO -. fl I I 21•_0" O�SIDEAIR IMAKE I BOILER VENTING PER PER MECHANICAL i MECHANICAL I © © m STRUCTURAL PIER BEYOND Southold own a CONDENSING AIR UMTS PER MECHANICAL LO Qc © WER LEVEL Board ofT stees F Oe - - - - - --- �--III- - --- ----- --- - --- 12•-0 - Z SOUTH ELEVATION principal architect TK pmjectmanager CG drawn by ER,JF,DS checked by OC he. l 5 ' 4.3 4 3 2 1 0.5 jobate 09/28120 4 054.06 dare 9s2auz9z9 STEEL CANOPY STRUCTURAL STEEL I revisions. COATED SHEET METAL FLASHING WOOD JOISTS ATTRELUS, ROOF PERSTRUCTURAL 33'-6 1/2° w _—- - -—-—- - -—_ _ _ _ _—_ _ --- - - - - - B.o.srrl CLERESTORi -- - — - - s i 30,_0. p`�` � 4 11232921 PEPIAT RENSION Y 2 9R2021 PERMIT CORRECTIONS data by WOOD SIDING RzPERMITSET r 1012bT °-. f '' 101.2a' I {},tl101.1 MAIN LEVEL COLUMN BEYOND LINE OF PROPOSED GRADE =109'-0'PROJECT ALUMINUM FRAMED AT FACE OF BUILDING SUDINGDOORS RVG EXISTING GRADE 21� U°fir ELEVATIONS NORTH ELEVATION SCALE: 1/4" A3.00 3.00 c G E 3 a- ass 2232 rR s I in 4 ROOF Z 33'-6112' 2 B.O.STL �_ LY W F- y. STRUCTURAL STEEL '9 CLERESTORY Q .. -I 30'- Y ob ALUMINUM FRAMED SLIDERS a p N PER SCHEDULE = O O OQ ce r■^' LL D_' V/ o aU Bc' Z rn MAIN LEVEL A _—_—_—_—_ _—_—_ _—_ _ _—_ _—_— - 21'-6 `r UNE OF PROPOSED GRADE PROJECT AT FACE OF BUILDING AVG EXISTING GRADE 21'-0* I I I __—_ _ _ _ _ _ _—___— __ —_- —_—� _'!�n kY WEST ELEVATION z SCALE: 1/4'=1'-0" MAH — 3 20 Southold Town A B C Board of Trustees 4 I I I COATED SHEET METAL FLASHING STEEL CANOPY principal architect TK COATED SHEET METAL ROOF project manager CG GUTTER 33'-612' tlmvm by Eft.JF,DS __—___ _—_—_ _ _—_ B.O.STL* 32'-6• checked by OC STRUCTURAL STEEL job no. 17054.06 CLERESTORY date 09129/2020 ALlllgNIIM FRAMED WINDOWS 30' O' AT KINETIC SLIDER 2022 1 202b 202c 202d revisions. 9 SG BG SG SG t _—___—_ _ _—_ _—_—_ _—_MAIN LEVELA_ _ --_—_ _ _ 21'_6. Y PROJECT 4 1112312021 PERN9T REVISION CONCRETE I ( UNE OF PROPOSED GRADE 2 91712021 PERMITCORREGTIONS RETAINING WALL AT FACE OF BUILDING \AVG EXISTING GRADE PER STRUCTURAL 21'-0' o. dat, by I I I PERMIT SET< ---- - - - - - --- - - - - - - --- ----- - -— - -—- - - - -—- -—-—- - - - - LowEa LEVEK. 092812020 12'-31 I I I 4 EAST ELEVATION ELEVATIONS � SCALE: 1/4"=1'-0" A3.01 E N� y�o 0.5 1 2 3 4 4.3 _ 4 - - - - - - - - - - - - - - -J33'-61 / /2' Y ,. • z x T S J „•ter do _—- CLERESTO RY� Z co Of Lu { t,_ > F BEDROOM 1 •BATH�Y py{' A. s 5 C 3 , 3,.T" 4 5 fT' q PATIO ` h Q O o r; y. LL W n MAIN LEVEL Q o :m-r.-..,-,-.+-<.mr,.....,.±.,. ':.:.�Via.-�:�-•.�e*.�,„�.'� *;w:-'P-e'°�--"' _ _ �I/�, 21,_6. N.. ' =100'-0'PROJECT O Td Z O m o vU US BASEMENT LOWER LEVEL 12'-3' 4 D E C E V E-W SECTION LOOKING NORTH 2 SCALE: 1/4"=1'-0" MAR _ 3 2022 g C D E Southold Town Board of Trustees 4 ROOF 33'-6112" _ _ - - _ _ _ _______ ___ _ _ _ _ _ - _ _ B.O.SR principal architect TK — - - - - - - - - - - - 3 ...x,.- ..�..Y.. .".-.' T - - - - - - - - -- 32.6 Y project mareacr cc —- � 4 • �. t :�`• A _ _ _ ___� _ _CLERESTORY _ _ _ _ _ ___ _ _ _ dmWn by ER.JF OS g checked by OC jobno. 13054.06 HALL , BATH SAUNA HALL ". PATIO data 092812020 f 111 "� f 111 a � f��) revisions: IMAIN LEVEL L =100'-0'PROJECT i. PERMITREVISION BASEMENT e 2 9172021PERMIT C CORRECTIONS 21 o. date by f 'I LOWERLEVEL _:° N-S SECTION LOOKING WEST SECTIONS A3. 10 e� 8 fob Cm ��a '3e m F! r Z ` ' Z v < y LLI > � O w dN O D N U) Zo v, _ —o 4 O _ Oma m� Z ;!w c i STLCANOPY I RIJOFA B - - 33'-612' I _ _ ___ ___ _ _ B.O.ST SURFACEMOUN7 TRACK LIGHT EXPOSED TIMBER JOISTS EXPOSED TIMBER JOISTS SLIDING WINDOW WALL n STLCHANGLE SHELF-UC CLERESTOR �/1� �il W/STLANGLESHELF_ ___ ___ - _ ___ _ _ _ } _ ___ _ 11vn 1liY� 0 STL COL BEYOND PER STRLX 1 MAR - 3 2022 LIVING PATIO LIVING PATIO Southold Town Board of Trustees TRENCH DRAIN principal architect TK Project manager CG F2 d—by ER,JF,OS 21'_6• Y checked by OC job no. 13054.06 data 092612020 IEI.I1=1 PI E revisions: TI'¶'I II Tf�TF IEnI-�� BASEMEN - 061 ~�TH I1� II BASEMEN I =aE LE E 001 I 11 III-"'111�11.;-1I-I If 1 O W7 _ISI 111 1111=I�i F„f!_III L11� _ 4 11232021 PERMITREVISION EII E111—= �f 3 9/172021 PERMIT CORRECTIONS no. data by r- 1� P IIPII I � � y �TI—I�lfi II r— 1 IIF LOWER LEVEL 12' 3 PEE2MIT SET — P '�I 1TI—III—I �F 4 ''°09128!2020 € 4 EIIHlEI ue IIH—I III FOOTING DRAIN 111— I i II _ T IIIL—IIf=11 — — _ jLEll II— —IIL —II III=IIEIF--j--L_ -� —I mr�t . �1 IIul—II EITPIII-uui� HII-1Tr=IL�u n11 E FITC= LI1—I—I =1I I— —IIP d ET�t :II—IIEII II 11=11 II— — — 1 -11 )IFIL —I IIIEI—1I—I I EII—I- 1� a 11 n 1 r I—u,—�Iu—IIEr _ u II—u 1 ai�u Ili it II=r=u !Ell Iii I rI�IT 11—�11_[IR SI I-1 Ii E�relll—IrI I m — IFI�iTL ll—jlElllal II II IIF III-1 T III—I 1= IIli—IIEII—EI T Ifl— =1 EII 1- II�IIIE EL�id11=1Te II��iII�IEI�EI�IIt r1�11P�ll� iS�Tr-1111= WALL SECTIONS TIZ„Z Ii„u=1i��11r1i1-11�1i 1i ITi�lil-�lTli,il�lil-lir I��—I,i�1�I���Ln�IG,1i 11�,1�11--����IG�7 NORTH LIVING ROOM WALL EAST LIVING ROOM SLIDER A4.00 2 SCALE: 1/2"=10' 1 SCALE: 1/2"-1b” GENERAL NOTES STRUCTURAL STEEL(CO NTINUEDI ENGINEERED WOOD PRODUCTS SPECIAL INSPECTIONS HBC 20181 1, ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS 8. SHOP PAINT EXTERIOR EXPOSED STEEL MEMBERS,STEEL MEMBERS NOT ENCASED IN CONCRETE OR 1. WOOD I-JOISTS:PROVIDE ENGINEERED WOOD WOISTS.SIZES AND SERIES AS SHOWN,AS 1. INSPECTIONS SHALL BE PERFORMED BYA TESTING AGENCY PROVIDED BY THE OWNER FOR THE , AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDING THE 2020 NYS RESIDENTIAL CODE. SP RAY FIREPROOFED,AND ALL STEEL MEMBERS AT THE EXTERIOR WALLWITH TNEMEC V10-99 OR MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL.INSTALL IN STRICT COMPLIANCE WITH THE FOLLOWING ITEMS: ALL GOVERNING STANDARDS LISTED IN THESE NOTES SHALL BE THE EDITION REFERENCED IN THIS APPROVED EQUAL EXCEPT FOR MEMBERS TO BE HOT DIPPED GALVANIZED. MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS,INCLUDING CONSTRUCTION BRACING; A. INSPECTION OF FABRICATORS(IBC 1704.2.5) o y E GOVERNING CODE. 9. FIELD PAINT ALL EXTERIOR EXPOSED MEMBERS WITH TNEMEC V530 OMNITHANE OR APPROVED EQUAL. MINIMUM BEARING LENGTHS.WEB STIFFENERS.SQUASH BLOCKS.BLOCKING,KNOCK-OUTS AND HOLES, B. STEEL CONSTRUCTION(IBC 1705.2) 3 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING.BRACING,AND SHEETING AND SHALL MAKE SAFE 10.LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS: ETC. a. STRUCTURAL STEEL(IBC 17D5.21) S - ALL FLOORS,ROOFS,WALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE.SHORING 2. RIM BOARDS:PROVIDE CONTINUOUS I-1/4"THICK RIM BOARDS.TIMBERSTRAND LSLAS MAN U FACTURED 1. STRUCTURAL STEEL WELDING AISC 360,AWS D1.1) m AND SHEETING SHALL BE DESIGNED BYA REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE BY WEYERHAEUSER OR APPROVED EQUAL.INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S 2. HIGH STRENGTH BOLTS(AISC 360) Si m MASONRY LINTELS LINTEL C. CONCRETE CONSTRUCTION IBC 1705.3,TABLE 1705.3 PROJECT JURISDICTION,HIRED BYTHE CONTRACTOR,WHO SHALL SUBMIT SHOP DRAWINGSAND RECO MMENDATIONS AT THE PERIMETER OF ALL FLOOR PLATFORMS. ( ) CALCULATION&FOR THE OWNER'S REVIEW. 3. LOCK-DECK GLUE-LAMINATED DECKING TO BE DOUG FIR,SIZED AS SHOWN ON DRAWINGS.INSTALL a. MATERIALS TESTS(IBC 1705.3.2,TABLE 1705.3) o 3. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY.THESE NOTES HIGHUGHT 4'-0"OR LESS 1_40-1/2x5/16 LLV DECK USING RANDOM LENGTH CONTINUOUS(RLC)METHOD AND FASTEN TO LUMBER MEMBERS b. POST-INSTALLED ANCHORS(IBC TABLE 1705.3,ACI 318 CHAPTER 17) n RATHER THAN REPLACE THE SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. ACCORDING TO MANUFACTURER'S GUIDELINES.CANTILEVERED OVERHANGS TO BE FREE OF END- D. WOOD CONSTRUCTION(IBC 17D5.5) a L6X3-12x5116 LLV JOINTS PER MANUFACTURER.FOLLOW ALL MANUFACTURER'S SPECIFICATIONS. E. SOILS(IBC 1705.6,TABLE 1705.6) FOUNDATIONS F. FABRICATED ITEMS(IBC 1705.10) FRAMING LUMBER G. SPECIAL INSPECTIONS FOR WIND RESISTANCE(IBC 1705.11) 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF A. 3-12"LEGS ARE HORIZONTAL. a. WIND-RESISTING COMPONENTS(IBC 1705.11.3) + 6000 PSF AS SPECIFIED IN THE GEOTECHNICAL ENGINEERING REPORT BY AKRF ENGINEERING.DATED B. PROVIDE ONE ANGLE FOR EACH 4°OF WALL THICKNESS. 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWINGGOVERNING STANDARDS: 2. STRUCTURAL OBSERVATIONS REQUIRED BY THE LOCAL JURISDICTION AND IBC 1704.5 SHALL BE JUNE 3,2016.ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING C. PROVIDE L5x5x5116 ANGLES FOR 6"THICK WALLS AND PARTITIONS WITH OPENINGS UP TO 6'-0". A. AMERICAN WOOD COUNCIL-WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY PERFORMED BYA REGISTERED DESIGN PROFESSIONAL PROVIDED BY THE OWNER.STRUCTURAL CONCRETE.ALL NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND D. PROVIDE MINIMUM 6"BEARING AT EACH END. DWELLINGS' OBSERVATIONS SHALL BE THE VISUAL OBSERVATION OF THE STRUCTURALSYSTEM FOR GENERAL APPROVED BY THE STRUCTURAL ENGINEER OF RECORD: E. LINTELS OVER V-4"SHALL BE FIREPROOFED. B. AMERICAN WOOD COUNCIL"NATIONAL DESIGN SPECIFICATION FOR WOOD CONFORMANCE TO THE APPROVED.CONSTRUCTION DOCUMENTS. 2 DO ROVEDNOT Y BACSTRUCKFILL URAL ENGINEER BASEE OF RECO UNTIL ALL FLOORS BRACING THESE WALLS ARE IN 11.SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW CONSTRUCTION";'NDS SUPPLEMENT:DESIGN VALUES FOR WOOD CONSTRUCTION".AND 3. TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING PLACE AND HAVE ATTAINED THEIR 28-DAY STRENGTH. AND APPROVAL.NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP "SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC". DEPARTMENT. 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF3'-0"BELOWFINAL GRADE. DRAWINGS. 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED,SHALL BE SURFACED DRY(EXCEPT 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS.CONTRACTOR SHALL NOTE SOIL AND WATER 12.PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS. STUDS,WHICH SHALL BE KILN DRIED)AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES: CONDITIONS AS SHOWN BY BORINGS INCLUDED IN THE REFERENCED GEOTECHNICAL SUBSURFACE A. ROOF RAFTERS AND JOISTS:DOUGLAS FIR-LARCH SELECT STRUCTURAL m INVESTIGATION REPORT(S)AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. B. BEAMS.GIRDERS AND HEADERS:DOUGLAS FIR-LARCH#1,SPRUCE PINE FIR#1.OR HEM FIR#1 POST-INSTALLED ADHESIVE AND MECHANICAL ANCHORS C. STUDS AND PLATES:DOUGLAS FIR-LARCH STUD GRADE,SPRUCE PINE FIR STUD GRADE,OR HEM CONCRETEFIR STUD GRADE Z 1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED BY QUALIFIED PERSONNEL PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS MPII,AS INCLUDED IN THE ANCHOR 3. TIMBER POST TIMBER; R;DOUGLAS S THE FOLLOWING 01,SG SPECT INE FI GRADER: ( j A. POST AND TIMBER:DOUGLAS FIR-LARCH#1,SPRUCE PINE FIR 01,IR HEM FIR#1 Z 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: PACKAGING,TO INTACT BASE MATERIAL.INSTALLATION OF ANCHORS SHALL BE CARRIED OUT BY AN � B. BEAMS AND STRINGERS:DOUGLAS FIR-LARCH UM SPRUCE PINE FIR#1,OR HEM FIR#1 A. AMERICAN CONCRETE INSTITUTE(ACI)"BUILDING CODE REQUIREMENTS FOR CONCRETE"(ACI 318) INSTALLER TRAINED TO INSTALL THE SPECIFIED ANCHORS.NOTIFY ENGINEER OF RECORD PRIOR TO � K 4. PRESERVATIVE-TREATED WOOD:PROVIDE TREATED LUMBER COMPLYING WITH ACO-D(CARBONATE). B. ACI COLLECTION.LATEST EDITION INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR COPPER AZOLE ASSN OR SODIUM BORATE(SRX(DOT)WITH RCHITE TALL LUMBER IN CONTACT WITH C. CONCRETE REINFORCING STEEL INSTITUTE(CRsp'MANUAL OFSTANDARD PRACTICE' ASSUMPTIONS AND CONDITIONS OF THE MPII.ALL HOLES SHALL BEDRY AND HAMMER DRILLEDUNLESS W � CONCRETE OR MASONRY,OR OTHERWISE INDICATED ON ARCHITECTURAL L STRUCTURAL 2 ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH AMINIMUM OTHERWISE NOTED,AND ALL CONCRETE BASE MATERIAL TO RECEIVE ADHESIVE ANCHORS SHALL HAVE � N COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS,UNLESS OTHERWISE NOTED. A MINIMUM AGE OF 21 DAYS. DRAWINGS.EL F AN TREATMENT IS NOT PERMITTED.TREATED LUMBER AND/OR PLYWOOD SHALL BEAR 3. ALLOT H ER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE 2. INSTALLATION OF ADHESIVE ANCHORS INA HORIZONTAL OR UPWARDLY INCLINED ORIENTATION AND PLYTHEIABDIS FAN OR ACCREDITED FTE TREATCY ENT.THE TREATEPCF D SURFACE SHAERE LL BE FIE AND/OR q STRENGTH OF 5,000 PSI AT 28 DAYS,UNLESS OTHERWISE NOTED. SUPPORTING A SUSTAINED TENSION LOAD SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR WITH CODISC UAPTHEN TE(THE CO CENTRATIO THE WHICH HALL CONTAIN A BE FIELD-TREATED 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60 OR A775 EPDXY INSTALLER.CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WIT WITH COPPER NAPTHENATE(THE CONCENTRATION OF WHICH SHALL CONTAIN A MINIMUM OF 2% 0 p(V COATED WHEN CALLED OUT ON PLAN.REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI COPPER METAL)BY REPEATED BRUSHING,DIPPING,OR SOAKING UNTIL THE WOOD ABSORBS NO MORE O Q A TO THEC M ENEMENT F INS INSTALLANCERTSP PROVIDE OWNER AND APPROVED RECORD RDW, PRESERVATIVE.REFER TO NOTES 2AND 3 FOR SPECIES AND GRADE OF TIMBER,UNLESS OTHERWISE O Doi "DETAILS AND DETAILING OF REINFORCEMENT'(ALI315j. TO THE COMMENCEMENTOFINSTALLINGANCHORS PROVIDE OWNER AND ENGINEER OF RECORD WITH LL lYN 5. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. NOTED ON PLAN. DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING,BLOCKING,FIRE STOPPING,ETC.,SHALL z 00 6. WELDED WIRE REINFORCEMENT(W.W.RJ SHALL CONFORM TO ASTMA1064,WITH A MINIMUM YIELD HORIZONTAL OR UPWARDLY INCLINED ADHESIVE ANCHORS SUPPORTING SUSTAINED TENSION LOADS CONFORM TO THE"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION'AND ITS •t O STRENGTH OF 65.000 PSI. ARE TRAINED AND CERTIFIED. SUPPLEMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA"MANUAL FOR HOUSE 7. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. A. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE PISTON PLUG SYSTEM FRAMING"OR THE GOVERNING LOCAUSTATE BUILDING CODE. uI MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE 6". SPECIFIED BY MPII AND PRODUCED BYTHE CORRESPONDING MANUFACTURER FOR THE fi. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF THE GOVERNING LOCAUSTATE ; Q @ F 8. ALLGROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF5000 PSI. ANCHOR SYSTEM BEING INSTALLED. BUILDING CODE AND THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. U 9. MINI MUM CONCRETE COVER FOR REINFORCING STEEL IN CAST-IN-PLACE NON-PRESTRESSED MEMBERS 3. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFUCTWITH SPECIFIC ANCHOR LOCATIONS. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(AESS)CATEGORY MATRIX n Z to SHALLSEASFOLLOWS: REINFORCING BARS SHALL NOT BE CUT WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF 7• ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR A. ALL CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND:3' RECORD.UNLESS NOTED ON THE DRAWINGS THAT THE EXISTING REBARS CAN BE CUT,THE RECOMMENDATIONS. ECOMMENDATIONAM HANGERS. NIMUM ie GAUGE,INSTALLED ACCORDING TO MANUFACTURER'S Category AE552 AESS1 SSS B. ALLCO NCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: RECOMMENDATIONS. a. 2'(#6 THROUGH#16 BARS CONTRACTOR POSITION REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE OF 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO FRAMING L STEEL OR FLITCH-PLATE GIRDER,SET Feature Standard LOCATE THE POSITION OF THE REINFORCING BARS BYA MEANS APPROVED BY THE ENGINEER OF THESE GIRDER512°CLEAR(MINJ BELOW TOP OF FRAMING LUMBER,TO ALLOW FOR SHRINKAGE. Id Chamc[erlstles Elements not In Basle Elements Structural Steel b. 1-12-(#5 BAR,W31 OR D31 WIRE.AND SMALLER) RECORD. close view C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 4. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS,PROXIMITY OF 9. STUD BEARING WALLS ARE TO BE 2x48 16"ON CENTER AT THE INTERIOR AND 2xfi tfi"ON CENTER AT a. SLABS,JOISTS,AND WALLS: ANCHORS TO EDGE OF CONCRETE,AND EMBEDMENT DEPTH INTO THE SUBSTRATE.INSTALL ANCHORS THE EXTERIOR.UNLESSNOTEDOTHERWISEPLAN. 1.1 Sudacepreparation to SSth 6 • 1-12'W14 THROUGH#18 BARS) IN ACCORDANCE WITH SPACING,EDGE CLEARANCES,AND EMBEDMENT DEPTHS INDICATED ON THE 10.ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW.WHERE REQUIRED,INSTALL 1.2 Sharp edges grouts smooth AL 3/4"(#11 BAR AND SMALLER) DRAWINGS. LAP ALL PLASTUDS. 1.3 Continuous weld appearance b. BEAMS,COLUMNS,PEDESTALS,AND TENSION TIES(STIRRUPS,TIES,SPIRALS,HOOPS,AND 5. UNLESS OTHERWISE INDICATED.0057 INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT-HY 11.STAGGER PLATES AT AND BOTTOM PLATE ATINTERSECTIONAMINIMUM O 32 INCHES. 1,4 Standard structural halts PRIMARY REINFORCEMENT):1-12' 12.STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF OPENINGS. ES. CMU INTO CONCRETE R HILTMESHVCREEN I BRICKMASON MASONRY. A UNGROUTEO 13.USEDO DOUBLE STUDS BENDS OF WALL AND GIRD R WALL OPENINGS. I.5 Weldl sample removed 10.SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL.NO CMU BASE MATERIAL.PROVIDE MESH SCREEN IN UNGROUTED CMU,UNREINFORCED MASONRY 1q,q7 THE ENDS OF ALL BEAMS,HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE 2.1 Usual samples optional CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. CONSTRUCTION,AND BRICK MASONRY WITH HOLES OR VOIDS. 11.CLEANANDROUGHEN TO I/4°AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW 6. SUBSTITUTION REQUESTS FOR.ALTERNATE ANCHORAGE PRODUCTS SHALL BE SUBMITTED TO (NOMINAL) A)ALEAST TOR WALLS AND 6' HOF THE AT EXTERIOR I R SUPPORTING AND WHOSEDEPTHPTH 154" AT 2.2 One-haH slardard Ydbriwtien tolerances CONCRETE PRIOR TO PLACEMENT. ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO USE,THIS SHALL INCLUDE USE DOUBLE T INTERIOR WALLS AND R AT AL AL) O EXTERIOR WALLS,UNLESS OTHERWISE NOTED. 2.3 Fabrication marks not apparent t2.SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS,INSERT AND MANUFACTURER PRODUCT DATA AND CALCULATIONS DEMONSTRATING THAT THE PROPOSED 15.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. 24 Welds ungarm arvi smooth EMBED ITEMS. SUBSTITUTE CAN ACHIEVE THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT ANCHOR 16.PROVIDE CROSS BRIDGING AT A MAXIMUM OF e'-0"ON CENTER. 13.REINFORCING DOWELS,WATER STOPS,AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY THE 17.BUILT UP BEAMS LESS THAN 8"DEEP SHALL BE SPIKED TOGETHER WITH(2)1Ed NAILS®16°ON CENTER. Notes: ,' ' PRIOR R CONCRETE DOWELS.WATERNT.° S,AN OTHER EMBED ITEM SEMS IS NOT PERMITTED. BUILT UP BEAMS GREATER THAN S"DEEP SHALL BE SPIKED TOGETHER WITH(3)16d NAILS®16"ON 1.1 PddrtobWstdeahing gmaseandoDar m"edbysolventeleaningto eet SSPCSPI. MANUFACTURER OR SUCH OTHER METHOD AS APPROVED BY THE ENGINEER OF RECORD. CENTER. 1.2 Rough surfaces'are dburred andgmund smooth.Sharp edges resulting from flame cutting,grinding and SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC-ES EVALUATION REPORT SHOWING 18.WHERE THERE IS NO PLYWOOD WALL SHEATHING,PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF espec"Iy shearing are softened. " STRUCTURALSTEEL COMPLIANCE WITH THE RELEVANT BUILDING CODE,SEISMIC USE,LOAD RESISTANCE,INSTAL-IO N STUD WALLS AT EACH FLOOR.(1x4 BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING 1.31ntemdllentwelds am made continuous,eitherwith addltlpnal welding,calking orb dy.tdler.For CATEGORY,AND AVAILABILITY OF MPII.ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, WITH(2)10d NAILS) corrosiveerwronments;alljoints aresealwelded.Seams`ofhollowstruGltursisetgonsareacceptableas 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE AND MUST PROVIDE IN, MATION ON 19.CHIMNEYS:ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL Up. produced. A. AISC 360"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS". THESE ITEMS.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BEAPPROVEDINWRITING CHIMNEY SHALL BE FACED WITH I2'APA GRADED FIRE-RETARDANT PLYWOOD GLUED&SCREWED TO 1A All bolt headsln connections are en the same side;as specHkd,and wnsistent from one connection to BY THE ENGINEER OF RECORD PRIOR TO USE. another. ' B. AISC 303 N"CODE IN STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". STUDS.WHERE WALLS EXCEED 4'-0°IN WIDTH.INSTALL DIAGONAL METAL BRACING AT INSIDE FACE OF 1.5 Weld spoiler,shrem,surface dis-multles am removed.Weld.projection up to 11`16 In.(2 mm)Is C. AMERICAN WELDING SOCIETY(AWS CIA)CTURAL CONNECTION ALWELOINGCODE-STEEL°. _ CHEREYATgLLEREDBEFOUR LLS. aeeetable for butt and plug welded olms.., , I ' D. RESEARCH COUGH-STR NGTHBOLTS CONNECTIONS(RCSC)°SPECIFICATION FOR STRUCTURAL 20.WHERE CANTILEVERED UPLIFT OBE000UBSAMS INDICATED,THSS NOTEAR OTHERRSHALL BE CAPABLE OF I. Nsual samples meeithera 3-Dreadedng,a physical sample,a firstcflinspecflon,asealeA modkarp are JOINTS USING HIGH-STRENGTH BOLTS". RESISTING AN UPLIFT OF 1000 LBS.MINIMUM,UNLESS NOTED OTHERWISE. fu0-scale neck•pms specified In the commotdocuments. " 2. ALLSTRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: WOOD STRUCTURAL PANEL SHEATHING 21.NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL 22:These tolemneesare one-0aROT those mrstandard simcdrml6teelaz specified In this Code: A. WIDE FLANGE BEAMS,COLUMNS,AND STRUCTURAL TEES:ASTM 1992. 22.FOR HEADERS NOT CALLED OUT ON PLAN: 2.3'Nlemhers markings tludngMe'Tabdeationantl erection processes ate not vlslble..' B. HOLLOW STRUCTURAL SECTIONS:ASTM ASOD,GRADE C. 1. PROVIDE STRUCTURAL,PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE C. STRUCTURAL PIPE 5ECTIONS:ASTM A53,GRADE B. END USE:°EXTERIOR"(PERMANENT EXPOSURE),OR'EXPOSURE I"(CONSTRUCTION EXPOSURE ONLY) WOOD HEADER SCHEDULE erection, D. CHANNELS,ANGLES:ASTM A36 UNLESS OTHERWISE NOTED. 2 FLOOR SHEATHING:NOM.314"THICK T&G PLYWOOD(4824 SPAN RATING),APA STURD-I-FLOOR,OR HEADER E. PLATES:ASTM A572 GRADE 50. ADVANTECH SUBFLOOR. ROUGH OPENING WIDTH 2x4 WALL 2x8 WALL F. BOLTED CONNECTIONS SHALL BE PER ASTM F3125.GRADES ARE TO BE SELECTED AS FOLLOWS: 3. ROOF SHEATHING:NOM.3/4"THICK T&G PLYWOOD(4824 SPAN RATING). a. STANDARD BEAM TO BEAM/GIRDER:ASTM F3125,GRADES A325,F1852,A49D OR F2280 BOLTS IN 4. WALL SHEATHING(STANDARD:NOM.12'THICK PLYWOOD(32116 SPAN RATING). LESS THAN 3'-0° (2)2x6 (3)2x8 NOTE:BASED ON TABLE 10.1 OF AISC 303-i6 SNUG-TIGHTENED JOINTS(314°DIAMETER MINIMUM WITH HARDENED WASHERS). 5. WALL SHEATHING(BEHIND SLATE.CLAYTILE,OR MASONRY VENEER):NOM.3/4"THICK PLYWOOD(48/24 V_"TO 4'-0" (2)2x8 (3)2x8 b. BEAM/GIRDER TO COLUMN CONNECTIONS,COLUMN SPLICES AND BOLTS EXPERIENCING SPAN RATING). TENSION LOADS(UNLESS OVERSIZED OR SLOTTED HOLES ARE USED,IN WHICH CASE SLIP- 6. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. 4'-1"TO B-0° (2)200 (3)2x10 CRITICAL JOINTS SHALL BE USED):ASTM F3125,GRADES A325,F1852.A490 OR F2280 BOLTS IN 7. LEAVE 1116"SPACE AT ALL PLYWOOD PANEL END JOINTS AND 118"SPACE AT ALL PANEL EDGE JOINTS. PRETENSIONED JOINTS(3/4°DIAMETER MINIMUM WITH HARDENED WASHERS). e. UNLESS NOTED OTHERWISE,WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH ed COMMON 6'.1"TO 8'-0" (2)2X12 (3)2X12 c. MOMENT CONNECTIONS AND BRACED FRAME CONNECTIONS:ASTM F3125,GRADES A325, NAILS®4°ON CENTER AT EACH SHEET PERIMETER AND 12-ON CENTER ELSEWHERE.PROVIDE 2x6 OVER e'-0° SEE PLANS SEE PLANS F1852,A490 OR F2280 BOLTS IN SUP CRITICAL JOINTS(3W DIAMETER MINIMUM WITH BLOCKING AT ALL FREE EDGES. HARDENED WASHERS).FAYING SURFACES SHALL BE CLASS A UNLESS OTHERWISE NOTED. 9. UNLESS NOTED OTHERWISE.ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH ed COMMON d. PER AISC 341,ALL BOLTS SHALL BE INSTALLED AS PRETENSIONED HIGH STRENGTH BOLTS NAILS @ 6"ON CENTER AT EACH SHEET PERIMETER AND 6"ON CENTER ELSEWHERE. NOTE: AND MEET THE REQUIREMENTS FOR SURFACE PREPARATION FOR SLIP CRITICAL 10.ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED To FLOOR JOISTS USING AN APA APPROVED PROVIDE(1)JACK STUD FOR SPANS LESS THAN 4'HY. CONNECTIONS WITH CLASS A SLIP COEFFICIENT OR HIGHER.THE AVAILABLE SHEAR ADHESIVE AND SCREWS CENTER AT EACH SHEET PERIMETER AND I2"ON CENTER principal architect PA STRENGTH OF BOLTED JOINTS USING STANDARD HOLES SHALL BE CALCULATED AS THAT FOR ELSEWHERE,UNLESS NOTED OTHERWISE. PROVIDE(2)JACK STUDS FOR SPANS FROM 4'-1°TO 8'-0°. BEARING TYPE JO INTS. PROVIDE(3)JACK STUDS FORSPANSOVERB'-0". project manager PE G. ANCHOR RODS:ASTM F1554,GRADE 36. 23.ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED dawn by PE H. STRUCTURAL STEEL NOTED TO BE STAINLESS STEEL SHALL BE ASTM A276 STAINLESS STEEL TYPE G185(1.850Z OF ZINC PER SQUARE FOOT).ALTERNATIVELY,STAINLESS STEEL CONNECTIONS MAYBE 316L[304L].UNLESS NOTEDOTHERWISE. Audi.,I. ALL STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593 GRADE BB/BSM FOR TYPE 304/316 USED.FASTENERS SHALL MATCH THE HANGER FINISH AND MATERIAL. 24.WHERE JOIST ORIENTATION IB PARALLEL TO EXTERIOR STUD W FOUNDATION WALLS,PROVIDE FULL- checked by Checker RESPECTIVELY,TO MATCH MATERIAL JOINED. SECTION BLOCKING FOR 3 BAYS®4'-0"ON CENTER MAXIMUM W J. ALL STAINLESS STEEL NUTS SHALL CONFORM TO ASTM F594 GRADE B18M FOR TYPE 304/316, HERE SHEATHING IS NOT RESPECTIVELY,TO MATCH BOLT MATERIAL. CONTINUOUSLY FASTENED LI TOP OR BOTTOM OF JOIST.PROVIDE 18 GA x 7-12°X 1'-0'(MINIMUM)FLAT job no. 09/8 06 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS,AND SHALL BE SELECTED TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS, date 09/288020 OR COMPLETED BY AN EXPERIENCED STEEL DETAILER UTILIZING LRFD LOADS AND PROCEDURES. 25.ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH 12' A. UNLESS OTHERWISE NOTED ON PLAN,PROVIDE CONNECTIONS BASED ON MINIMUM SHEAR DIAMETER HEADED ANCHOR BOLTS(ASTM FIS54)0 4'-0"ON CENTER AND WITHIN 12"OF ALL SILL CAPACITY REQUIREMENTS IN THE FOLLOWING TABLE. PLATES SPUCES.(MINIMUM 7"EMBED.) MINIMUM SHEAR CAPACITY REQUIREMENTS revisions. BEAM DEPTH MIN.SHEAR (NOMINAL) CAPACITY LRFD (Kips) 8".1 D" 24 12-,14- 42 16" fit 18" 78 21" 88 24",27" 108 1 1 date 1 PERh1T REVISION by 30" 126 o. 33" 142 D 36" 155 40"+ 165 B. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCETHE SHEAR OR 4 MOMENT CAPACITY BELOW THAT REQUIRED TO SUSTAIN THE REACTION.FLANGES AND WEBS ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY TO SUSTAIN CONNECTION LOADS ARE MAR _ 3 2022 C. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY,CONSIDERING THAT THE �*��LB/Zd�1.`,". •+ CONNECTIONS ARE AN EXTENSION OF THE BEAMS AND GIRDERS. 4. MINIMUM WELD SIZE IS 1/4"FILLET UNLESS NOTED OTHERWISE. 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER UP.CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES Q CANTILEVER END. Southold Town ENERAL 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESS WRITTEN APPROVAL OFTHESTR UCTURAL ENGINEER OF RECORD.(IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM Board of Trustees TRUCTURAL TO THE THERMAL CUTTING REQUIREMENTS OF AISC AND AWS) 7. WELDINGSHALLBEPERFORMEDBYCERTIFIED,AWS-OUALIFIEDWELDERS.WELDING ELECTRODES FOR NOTES CARBON STEEL SHALL BE AWS 5.1,CLASS E70XX.FOR ASTM A572 GRADE 50 KSI PLATE USE ELECTRODE E7018 OR APPROVED EQUAL.WELDING ELECTRODES FOR ASTM A276 STAINLESS STEEL,TYPE 304,SHALL CONFORM TO AWS AGA FOR SHIELDED METAL ARC WELDING.ELECTRODE CLASS E308:OR AWS A5.9 FOR A GAS METAL ARC WELDING:ELECTRODE CLASS ER308.WELDING ELECTRODES FOR ASTM A276 TYPE 316L ` -O a O STAINLESS STEEL SHALL CONFORM TO AWS AGA FOR SHIELDED METAL ARC WELDING,ELECTRODE CLASS E316;OR AWS A5.9 FOR GAS METAL ARC WELDING,ELECTRODE CLASS ER316.WELDING J ELECTRODES FOR JOINING STAINLESS STEEL TO CARBON STEEL SHALL CONFORM TO ELECTRODE CLASS E309/ER309 SILMAN#19561 LEGEND o a E 3 boa STANDARD ABBREVIATIONS ADD'L ADDITIONAL ENGR. ENGINEER NO. NUMBER STANDARDABBREVIATIONS FOR WOOD STRUCTURES 'V' COLUMN ABOVE/BELOW Cbb CONCRETE FOOTING,GRADE BEAM,OR PILE CAP -�9 AlE ADJACENT E.O.R. ENGINEER OF RECORD N.S. NEAR SIDE -` AL DESIGN TEAM OF RECORD EQ. EQUAL N.T.S. NOT TO SCALE N.S NUMBER ALT. ALTERNATE E.S. EACH SIDE N.W. NORMAL WEIGHT N.S. NEAR SIDE r----1 N'-#" TOP OF SLAB ELEVATION c a ANCH. ANCHOR E.W. EACH WAY O.C. ON CENTER ACT. ACTUAL WALL OR CONCRETE BEAM BELOW - APPROX. APPROXIMATE/APPROXIMATELY EXP. EXPANSION O.D. OUTSIDE DIAMETER GLULAM GLUE LAMINATED TIMBER L J m ARCH. BARCHUILD ECTIARCHITECTURAL EXT. EXTERIOR O.F. OUTSIDE FACE LVL LAMINATED STRAND LUMBER CONCRETE WALL 0- 6 SPOT ELEVATION y y rQ BLDG. BUILDING FIN. FOUNDATION OPOPENING LVL LAMINATED VENEER LUMBER + BM. BEAM FIN. FINISH OCP.P. OPPOSITE NOM. NOMINAL OPENING IN SLAB B.O. BOTTOM OF FCR. FLOOR PC. PIECE PVL PARALLEL STRAND LUMBER WOOD SHEAR WALL BOT. BOTTOM F.S. FRAMING P/C PRECAST P.T. ROUGH OPENETREATED BRC. BEARING F.S. FAR SIDE PEO. PEDESTAL R.D. ROUGH OPENING WOOD CONSTRUCTION CONNECTOR BY SIMPSON V BSMT. BASEMENT FT. FEET PERP. PERPENDICULAR SO. SQUARE CONCRETE COLUMN ® STRONG-TIE.SEE CONNECTON SCHEDULE ON CANT. CANTILEVER FTG. FOOTING PL. PLATE T&G TONGUE&GROOVE SERIES FOR ADDITIONAL INFORMATION CFS COLD FORMED STEEL GA. GAGE PLF POUNDS PER LINEAR FOOT C.I.P. CAST IN PLACE GALV. GALVANIZED PREFAB. PREFABRICATED Co C.J. CONTRACTION JOINT G.B. GRADE BEAM PSF POUNDS PER SQUARE FOOT =O I STEEL COLUMN W.HSS,PLATE) FSR FRAMING ELEVATION/WALL ELEVATION m C LG. CEILING HDR. HEADER PSI POUNDS PER SQUARE INCH CLR. CLEAR HGR. HANGER P-T POST-TENSIONED • WOOD TIMBER COLUMN,SEE PLAN FOR SIZE CMU CONCRETE MASONRY UNIT HORIZ. HORIZONTAL REINF. REINFORCED)/REINFORCEMENT O COLUMN LINE Z COL. COLUMN H.P. HIGH POINT RECID REQUIRED (X)°d"LVL (X)PLY 11/4"x DEPTH,"d"2-DE MICROLLAM LVL,• COMP. COMPOSITE HT. HEIGHT REV. REVISION -- ---- SEE PLANS AND TYPICAL DETAILS 2_ CONC. CONCRETE HVAC HEATING,VENTILATION,& SCHED. SCHEDULE ® WOOD CONSTRUCTION CONNECTOR BY SIMPSON O CONST. CONSTRUCTION AIR CONDITIONING SECT. SECTION 117/8"TJI@X"O.C. 777/8"TJI 360 AT X"SPACING AS NOTED.PROVIDE WEB STRONG-TIE.SEE CONNECTION SCHEDULE ON 56.00 U) w CONT. CONTINUOUS I.D. INS IDEDIAMETER S.I.F. STEP IN FOOTING STIFFENERS AT EACH END OF TJI.SEE TYPICAL SERIES FOR ADDITIONAL INFORMATION U) <.. COORD. COORDINATE/COORDINATION I.F. INSIDE FACE SLBB SHORT LEGS BACK-TO-BACK -� DETAILS FOR MORE INFORMATION LU CONTR. CONTRACTOR I.J. ISOLATION JOINT SIM. SIMILAR .75 . . ® KEYNOTE (~A COTR CONTRACT OFFICER'S INFO INFORMATION S.O.G. SLAB ON GRADE OF 10 "@240C3"x103/4"ACTUAL DIMENSION DOUG FIR SELECT aa • TECHNICAL REPRESENTATIVE INT. INTERIOR SPEC. SPECIFICATION STRUCTURAL SAWN LUMBER JOISTS AT 24"O.C.MAX. Y W pO CTR. CENTER JT. JOINT SQ. SQUARE DBL. DOUBLE K KIP S.S. STAINLESS STEEL SEE 52.21 FOR MEMBER LOCATIONS N REVISION DEMO DEMOLITION/DEMOLISH LB. POUND STD. STANDARD O N DIA. DIAMETER L.L. LIVE LOAD STIFF. STIFFENER STEEL BEAM (RR'-W7!") BOTTOM OF FOOTING ELEVATION RELATIVE TO DATUM O Y N DIAG. DIAGONAL LLBB LONG LEGS BACK-TO-BACK STL. STEEL = Z o --------' <p$'-pp^> TOP OF FRAMING ELEVATION RELATIVE TO DATUM _ DIM. DIMENSION LL H LO NO LEG HORIZONTAL S.W. SHORTWAY STEEL BRACING D.L. DEAD LOAD LLV LONG LEG VERTICAL SYM. SYMMETRIC DN. DOWN L.P. LOW POINT T&B TOP&BOTTOM STEEL BEAM PENETRATION(SEE DETAIL) (##'-#p"} TOP OF PIER ELEVATION RELATIVE TO DATUM O DTC. DETAIL L.W. LIGHTWEIGHT TEMP. TEMP(NESS) EMPERATURE d O co r DWG(S) DRAWING(5) L.W. LONG WAY THK. THICK(NESS) 'Q co U DW. DOWEL MAS. MASONRY T.O. TOP OF BENT STEEL FRAMING CBP_ STEEL COLUMN BASE PLATE,SEE SCHEDULE&DETAILS n Z N EA. EACH MAX- MAXIMUM TR. TRANSFER E.F. EACH FACE MECH. MECHANICAL TYR TYPICAL I SHEAR CONNECTION F_ CONCRETE SPREAD FOOTING,SEE SCHEDULE&DETAILS E.J. EXPANSION JOINT MEP MECH.,ELECT.,PLUMBING, U.N.O. UNLESS NOTED OTHERWISE EL. ELEVATION &FIRE PROTECTION VERT. VERTICAL EL C. ELECTRICAL MFR. MANUFACTURER W/ WITH -�I MOMENT CONNECTION GB_ CONCRETE GRADE BEAM,SEE SCHEDULE&DETAILS ELEV. ELEVATOR MIN. MINIMUM' W.P WORK POINT D. EMBEEMBEDMENT MISC. MISCELLANEOUS W.W.R. WELDED WIRE REINFORCEMENT P_ CONCRETE PIER,SEE SCHEDULE&DETAILS E.O. EDGE OF M'0. MASONRY OPENING p NUMBER/SIZE STEEL BEAM WALL PLATE CONNECTION(SEE DETAIL) N.F. NEARFACE 0 DIAMETER RW_ RETAINING WALL.SEE SCHEDULE&DETAILS N.I.C. NOT IN CONTRACT +.-G. SLA.ON GRADE(SEE SCHEDULE) RWF_ RETAINING WALL FOOTING.SEE SCHEDULE&DETAILS W CONCRETE WALL,SEE SCHEDULE&DETAILS 1117. STEP IN SLAB WF_ WALL FOOTING,SEE SCHEDULE&DETAILS 314"DOUG-FIR STRUCTURAL-I PLYWOOD SHEATHING, SW_ WOOD SHEAR WALL,SEE SCHEDULE&DETAILS + ON TOP OF 2"NOMINAL DOUG FIR LOCK-DECK TONGUE AND GROOVE WOOD FLOORING(17/16- ACTUAL 17/16"ACTUAL THICKNESS).OPEN ARROWS INDICATE SPAN DIRECTION OF T&G.LONG DIMENSION OF PLYWOOD TO BE PERPENDICULAR TO SPAN DIRECITON DESIGN LOADS AND FACTORS STRUCTURAL STEEL FRAMING KEY NYS RESIDENTIAL2020AS MODIFIED BY LOCALRY H OF SHEAR STUDS. CAMBER FLOOR LOAD DATA ROOF LAAO DATA WINDLOADDATA SEE TYPICAL DETAIL LIVE LOAD TYPE VALUE(PSF) ROOF WE LAAO TYPE VALUE(PSF) PARAMETER VALUE REACTION���� TOP OF STEEL ELEVATION LOA FLOOR ME ULTIMATEWIND (FACTORED) \ RELATIVE TO DATUM 40 UNOCCUPIED 20 130MPH \\\` LOAD(U.N.OJ SPEED MOMENT DECK 60 WINDEXPOSURE C CONNECTION SHEAR V=40k CONNECTION MECHANICAL/ 75 RISKCATEGORY II ^' M=Bak-R W18X401351 c=11/4"<a17-7> 40k STORAGE 1 1 N I m CONSTRUCTION DEAD ROOF DEAD ENCLOSURE FULLY LOAD TYPE VAWE(PSF) LOAD TYPE VALUE(PSF) CLASSIFICATION ENCLOSED SLOPE DOWN STEEL BEAMS 5 STEEL BEAMS 5 INTER NAL PRESSUR E Ial 18 TJIJOISTS ROOF JOISTS WOOD SHEAR NOTE: principal archBect PA SHEATHING 5 SHEATHING 5 LATERALSYSTEM WALLS,MOMENT TERAZZO TOPPING INSULATION AND FRAMES 1 SEE GENERAL NOTES FOR SPECIFIC MINIMUM CONNECTION REQUIREMENTS. project manager PE 35 10 SLAB WATERPROOFING SITE IS LOCATED IN AWINDBORNE DEBRIS REGION. drawn by PE CEIUNG AND CEILING AND THEREFORE.PER SECTION R391.2.t.2.ALL EXTERIOR MECHANOMWINDSORNE ICAL 5 MECHANICAL 5 DEBRIS AND ERATED F P HGHHNPACT LOADING PROJECT DESIGN CRITERIA(AS PER TABLE R301.2(1)OF NYS RESIDENTIAL CODE) Author PER ASTM Et996. WINTER ICE BARRIER FLOOD AIR MEAN checked by Checker GROUND SNOW WIND DESIGN SEISMIC SUBJECTTO DAMAGE FROM LOAD ILLTIMATEWIND TO GRAPHICS SPECIALYVIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMRE DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL job no. 13054.06 000 SPEED(mph)(d) EFFECTS(k) REGION(N DEBRIS ZONE(m) CATEGORY(I) (a) DEPTH(b) (d) TEMPI.) REQUIRED(h) (FEMA)(g) INDFX(i) TEMP(i) date 09/2812020 20 130 NO NO YES B SEVERE 36- 1 MOD TO HW 1 15F I YES ZONE 510 F-DAYS 50S NOTES' revisions. • COMPONENTS AND CLADDING WIND PRESSURES A. WEATHERING MAY REQUIRE HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX,'NEGLIGIBLE','MODERATE',OR'SEVERE'FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3). ROOF(pe0 WALLS(ps0 OVERHANG(pa0 B. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1).THE FROST LINE DEPTH INDICATING THE MINIMUM DEPTH OF THE FOOTING BELOW FINISH SEE ASCE 7-16,FIGURE 30.34tA SEE ASCE 7-16,FIGURE 30.34 SEE ASCE 7-16,FIGURE 30.34AGRADE IS ESTABLISHED BY THE LOCAL JURISDICTION. A(fQ) 1- 1• T- 1'« 2- 2t• 3- 3• 1 4t 5- S. VT 2 3 C. THE NEED FOR PROTECTION DEPENDS ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE.AND IS DETERMINED BV FIGURE R307.2(6j ANO BV THE LOCAL JURISDICTION. 1 t010 -58.6 15.0 -33.8 15.0 -T1.6 15.0 -1054 15.0 -36.6 33.8 -45.1 33.8 -59.8 -T/.6 -105.8 D. WIND SPEED DETERMINED FROM THE BASIC WIND SPEED MAP[FIGURE R301.2(4)AI OR AS ESTABLISHED BY THE LOCAL JURISDICTION.WIND EXPOSURE CATEGORY SHALL BE • 20 -55.7 13.5 13.8 13.5 -71A 13.5 -944 13.5 152 32.4 122 32A 457.3 -71.4 53.3 DETERMINED ON SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2A.4. 50 -49.5 11.9 -33.8 11.s 55.1 11.9 52.3 17.9 13.2 39.6 18.0 29.6 35.7 52.D -T7.6 E. THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97112 PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL PLUMBING CODE.DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE 100 16.3 11.9 13.8 11.9 -02.0 11.9 -71A 11.9 11.0 28.5 152 2a.5 45.7 43.7 582 BUILDING OFFICIAL. 20011.8 -29.1 11.9 -55.7 11.9 524 114 10.4 26.8 12A 26.8 16.3 17.9 E5.7 F. SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.22421. �� (((�`' � � 1 I' 021 SIGN 500101000 -36.9 11.9 -22.8 11.9 -49.5 11.9 19.5 11.9 -282 25.4 -282 25.4 -36.9 -40.1 -40,1 G. THE JURIV DICTION SHALL FILL IN THIS PART OF THE TABLE WITH(a)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DA PTIq(�4SF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(b)THE DATE(S)OFT E FLOOD INSURANCE STUDY AND(.)THE PANEL NUMBERS A AT OF TTTTjj�j V Note:All presure.are mmpu,,datulrmat mstrengthlevelloadingper ASCE7-16. CURRENTLY EFFECTIVE FIRMS AND FBF MS OR OTHER FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. See fgurea potedabove for Zone bcu-nd extene WHERE APPLICABLE.THE FOLLOWING PARAMETERS HAVE BEEN USED: p, 1. DFE(DESIGN FLOOD ELEVATION) ,' 2. BFE(RAVE FLOOD ELEVATION) 3. ESW(DESIGN STILLWATERFLOOD ELEVATION ABOVE DATUM) MAR - 3 0_1 4. DS(DESIGN STILLWATER FLOOD DEPTH IN FEET) S. DWS (WAVE SETUP IN FEET) j.g 6. G(GROUND ELEVATION IN FEET ABOVE DATUM) �' `? 7. EROSION(LOSS OF SOIL DURING DESIGN FLOOD EVENT) H. IN ACCORDANCE WITH SECTIONS R905.1.2,R905.4.3.1,R905.5.3.1.R905.6.3.1.R905.7.3.1.R905.8.3.1,OR AS ESTABLISHED BY THE LOCAL JURISDICTION,WHERE THERE HAS BEE HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE TABLE WILL INDICATE YES';OTHERWISE,'NO'WILL BE INDICATED IN STRUCTURAL Southold Tow THIS PART OF THE TABLE. I. THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)IS DETERMINED FROM FIGURE R403.3(2)OR FROM THE 100-YEAR(99 PERCENT)VALUE ON THE Board of TrUste ME IA, NATIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREE F). LEGEND,AND J. THE MEAN ANNUAL TEMPERATURE IS DETERMINED FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 32 ABBREVIATIONS DEGREE F). K. IN ACCORDANCE WITH SECTION R301.2.1.5,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC WIND SPEED-UP EFFECTS&AS ESTABLISHED BY THE JURISDICTION.THE TABLE WILL INDICATE YES';OTHERWISE.'NO'WILL BE INDICATED IN THIS PART OF THE TABLE. L. IN ACCORDANCE WITH FIGURE R301.2(4)a,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS&AS ESTABLISHED BY THE /� JURISDICTIOWTHE TABLE WILL INDICATE NES'AND IDENTIFY ANY SPECIFIC REQUIREMENTS;OTHERWI5E,'NO'WILL BE INDICATED IN THIS PART OF THE TABLE. `-O•O M. IN ACCORDANCE WITH SECTION R301.2.1.2.1 ORAS ESTABLISHED BY THE JURISDICTION,THE WIND-BORNE DEBRIS WIND ZONE(S)ARE INDICATED.OTHERWISE,'NO'WILL BE INDICATED IN J THIS PART OF THE TABLE. SILMAN619561 3 4 4.3 5 0.5 tz•D` � ta'-o^ 2 ,5'-m 23'-4• T-a• ts'-to" I I I I I I I I I o<E I IIn8 NOTES' ��o I- FOUNDATIONS SHALL BEAR ON UNDISTURBED SOILWITH A MINIMUM o m o BEARING PRESSURE OF 6000 PSF AS SPECIFIED IN THE GEOTECHNICAL 5 3 a ENGINEERING REPORT BV AKRF ENGINEERING,DATED JUNE 3,2016. 2 B.O.FOOTING SHALL BE 3'-0'MIN.BELOW ADJACENT GRADE U.O.N. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL GRIDS,SLAB EDGE DIMENSIONS, w SLAB AND FINISH FLOOR ELEVATIONS,WALL LOCATIONS,SLAB OPENINGS, SLEEVES,SLOPES,DEPRESSIONS,AND CURBS.DEFER TO ARCHITECTURAL DRAWINGS FOR THIS INFORMATION.COORDINATE WITH CIVIL,M.E.P.AND ALL OTHER PRIME CONTRACTORS. I 4. SEE PLANS FOR COLUMN SIZES 5, FOR GENERAL NOTES AND LEGENDS,SEE S0.00 SERIES m I I I I 6. FOR TYPICAL DETAILS.SEE 55.00 SERIES } 7. FOR WOOD SHEAR WALL AND CONNECTOR SCHEDULES,SEE Sfi.OD SERIES :3Z 2 ---- ---- --------------- ---- - ------T-- - - --- - --- �- -- - --- -- --- - - - - - - 1 � --------- - - --- T------ -0 W2 I I � N I I W ocli N STEP FOOTING.SEE I I I O O N TYPICAL DETAIL 0 I I i to IOm0O E Z �� I I I I I I I I I I D I I I I --- -1--- - - - -i-------- --I- - --------L---------------- -----J--- -L-- ---------------- --- - -� SIM. 1 SIM. I 1 2 1 1 SIM. 1 2 P53.01 P21 S3.01 P 53.01 53.01 S3.01 5301 R.6 F3.2 F P+ I P2 IS -10"] [2.6 F37. .2 F4 WI W7 W7 W1 88'-70• W1 IBB 1 r D -O -------- - �� - - ---- �- D:117- ------------�------- C :. -------- --------------- ---- ------- ---------- �------------------- ----------------- F7 WF1 I WF1 WF1 WF1 [so•-,1.1 [ee'-m"] [BB'-,o"1 !� V I I 53.01 I •� i i W1 W7 s I I WF, WF7 MAR //� I 5°6.O.G. I ] 3 2022 I I Lr I I 6 I o r-----1 s6•-s^ 63.07 STEP FOOTING,SEE - I TYPICAL DETAIL 3 m i ■ l i I I s ISouthold Town 3 F3.0 I i m Bard of Trustees i IBB'-70•] 3 --- - I I 53.01 I W7 W7 • I I pdncipalarchitect PA a" I I :.�•:•'. '`•.' _' project manager PE - I ' 5 I 53.01 I I •WF1 WF1 drawn by PE ' •. ] P7 P1 P1 P1 I 53.01 I checked by W7 I F2.6 F2.6 F2.6 F26 VyFt I [88'-10"] [BB'-10"J [B' °f I [BB'-10"]� I pbrw. 13054.06 I W1 W1 I8V-10"] - �7 W7 r----1 W7 date 69288020 ...,.. ---------------- _____ _-_ ______ __-----_-__ _________----____ L J L W1 J J y-. [gN WF1WWF1•- WF7 WF7 . revmons-+°] 0'-71" [B810"] '-11"] 6 t s3.o, s3.o1 I 53.01 i`•• CONCRETE WALL SCHEDULE - ---I-- ----- ------------)--- I REINFORCEMENT ' MAR WIDTH VERTICAL HORIZONTAL REMA KS STEP FOOTING.SEE 90'-83/8" STEP FOOTING,SEE WI 10^ 1050 EACH FACE 411112-EACH FACE TYPICAL DETAIL TYPICAL DETAIL W2 14" f15®12°EACH FACE #5®12"EACH FACE HAUNCH SLAB EDGE, SEE SECTIONS1 IVM021 PERMTRBIISION CONCRETE WALL FOOTING SCHEDULE ro. date by �, I SIZE REINFORCMENT BOTTOM w in - - MARK WIDTH DEPTH LONG WAY SHORT WAV 1 LONG WAY SHORT WAV REMARKS 3 ttm 3N WF7 2'-0 1'-0' (3}p5 CONT. WALL DOWELS N/A WA p: 3m WF2 5'-0• 1 1'-0" (4)45 CONT.IWALL DOWELS NIA �,. I FERMIT�SET t FOOTING SCHEDULE s,�s. .-;0912&2020 FOR RETAINING WALL SIZE REINFORCEMENT ANDWALLFOOTING 7 BOTTOM REINFORCING,SEE 56.01 MAR LENGTH WIDTH THICKNESS LONG WAV SHOR WAV REMARKS Z F2.6 2'-8' 2'-8' 1•-0^ r-� (4M (4 3.-0. (4)RS (4 LOWER LEVEL 3'-2" 3'-Y ,•-o" (s}•as (s) FOUNDATION PLAN D�W T 4•. F4.0 4'-0" 4'-0° 1'-0" (5)-k5 (5 + LOWER LEVEL FOUNDATION PLAN 63.01 .' __-_-_ T-_-_-_-_ _-_-_-_-_-_-_ _-_- _-__ -_-_ IL _ _ _-_ _- ---------- -O SILMAN#18561 I I• 0.5 1 2 3 4 4.3 5 12'-0" 18'-0" 15'-0" 23'-4" r 7"-4" m� 8 - 1. TOP OF STEEL TO BE 1/2"BELOW TOP OF JOISTS UNLESS OTHERWISE in e NOTED.TOP OF LVL TO ALIGN WITH TOP OF JOISTS UNLESS OTHERWISE NOTED.TOP OF WALLS AND PIERS TO ALIGN WITH TOP OF SHEATHING, 5t UNLESS NOTED OTHERWISE ON PLAN. 5 3 2. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING WITH MECHANICAL.PLUMBING AND ELECTRICAL SYSTEMS. y R 3. SEEARCHITECTURAL DRAWINGS FOR ALL GRIDS,SLAB EDGE DIMENSIONS,SLAB AND FINISH FLOOR ELEVATIONS,WALL LOCATIONS, SLAB OPENINGS.SLEEVES,SLOPES,DEPRESSIONS.AND CURBS.DEFER TO ARCHITECTURAL DRAWINGS FOR THIS INFORMATION.COORDINATE WITH CIVIL,M.E.P.AND ALL OTHER PRIME CONTRACTORS. 4. PROVIDE BLOCKING AT JOISTS RUNNING PARALLEL TO FOUNDATION ' WALLS AS SHOWN ON TYPICAL DETAILS.COORDINATE BLOCKING WITH ARCHITECTURALAND MEP ELEMENTS. rn 5. SEE TYPICAL DETAILS AND GENERAL NOTES FOR MORE INFORMATION m ON TJI INSTALLATION. 6. SEE,PLANS FOR COLUMN SIZES ' Z Z __-_-_-_-_-_-_---_- 7 -7 OE � O . FOR GENERAL NOTES AND LEGENDS,SEE 50.00 SERIES-- - _ I 8. FOR TYPICAL DETAILS,SEE 55.00 SERIES w / I 9. FOR WOOD SHEAR WALLAND CONNECTOR SCHEDULES,SEE 56.00 3 I SERIES QW • gg•_g" PROVIDETHE FOLLOWINGFOR THE TYPICAL 4"TOPPING SLAB AT MAIN LEVEL: QN m 1. NORMAL WEIGHT MIX WITH Pc=5000 PSI MINIMUM. Q A O o4 2 ASLIP SHEET BETWEEN TOPPING AND TOP OF STRUCTURAL PLYWOOD OR LL wcN HAUNCH AT SLAB EDGE,I TOP OF SLAB ON GRADE. I^ = Z TYPICAL AT SLAB EDGE.. 3. DIAGONAL REINFORCINGAT ALL RE-ENTRANT CORNERS,SEETVPICAL SLAB vJ p I SEE FOUNDATION I I L Q O ON GRADE DETAIL. r I 5"S.O.G. SECTIONS 4. 6.15 W2.1xW2.1 WWR AT I-FROM TOP OF SLOB. 0 N 5. CELLULOSE MICROFIBERS(SOLOMON ULTRAFIBER 500 OR EQUIVALENT) a O O 1- I SHALL BE ADDED TO MIX TO HELP CONTROL CRACKING. O n Z ;EN I 1 6. 1/4"COMPRESSIBLE FILLER AT ALL EDGES WHERE TOPPING ABUTS AGAINST I PARTITIONS OR EXISTING STRUCTURAL WALLS OR COLUMNS. I I 7. 1.5"DEEP SAWCUT JOINTS TO BE COORDINATED WITH ARCHITECTURE TO BE SPACED A MAXIMUM OF 8-10 FEET O.C.IN EACH DIRECTION. 1 I I OI _-_-_-_ - I , SIM. 1 SIM. I i 53.Ot L19.75x8x3/4 53.01 1 T.O.WALL=99'-7° 2 5 53.01 L79.75xt9x3/4 / 53.01 0 53.01 x2p 53.01 I L _______ _______ _ _-________ WT5x15 1 HS 5X5X3 BW-1 rT -O _-_-_-_-_-_-_ _ _-_ _-_-_-_-_-_-_____-_-_I _-_-___ C 33 Le I 1OI i v i I r HSS5X5X3/8+PL6x3/4 I b I 6 71 2 I HSS5X5X3/8+PL6x3/4 �i 53.01 I 3 1 I I 4 89•_5" F` __ _____ T.O.WALL=99'-7" 1 53.01 53.01 I _ ________ ___ ____________ W12X58 � S.O.G. 1 X6 IMBER POST p I II. I 11710-TJI @16-D.C. I 11 716"TJI(d 164 D. .C % 2I T.O.WALL=99'-e" ,. o 99'-B" rl 53.01 \0/ ss'-e" 3 I I -1" T.O.WALL=99'-7" I I ___________ T.O.WALL I - 5 I � LTOP OF SHEATHING 84.01 __________ ________ ____________ I ELEVATION,TYPICAL I W12X58 principal architect PA 1 a project manager PE 5 53.01 I o __________ ________ ______ ______.T drawn by PE AMhar 53.01 checked by Checker SSSXSI �V I 5x15 jabno.te 13054. 06 X3/8O �� I date 0928200 20 HS 5X5X3 ' S W-1 _________r� _______ �I --_ _- ________________` O rh 11'- Ll 2x6.75414 revisions: - 1 SIM. 6 2 5 5 1 53.01 53.01 53.01 HSSSX5X3/B+PL 6x3/1 I I I I 2. CEOVC 1 32011 PERMIT REVISION i � by ( MAR - 3 2022 OPENTO T.O.WALL=Sly-7" BELOW PROVIDE CONTINUOUS STEEL CAP SoutholdTo nr7. PLATEAT WALL.SEE TYPICAL DETAIL Board of Tru ees I I I I MAIN LEVEL o 1 FRAMING PLAN 7 1 G PLAN 53.01 12x50 ISEE DETAIL NFORMATION FOR BASE PLATE MAIN LEVEL FRAMIN 52.10 1/4"=v-1" I S2. 10 -r-------- WWW -O -_______-_-_-_ i_-_-_-_-_-_-_-_ _-_-_ _ _ ___-_-_i___ _-_-___-_-_-_-_-_i_-_-_-_ A SILMAN#19561 4.3 5 12'-0° 18'-0' 15'-0° 23'-4" r 7'-4" 19'-10" I I I I I I I o y E N.— 1. SEE PLAN FOR TOP OF STEEL ELEVATION. m b a 2. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING WITH = a MECHANICAL.PLUMBING AND ELECTRICAL SYSTEMS. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL GRIDS,SLAB EDGE DIMENSIONS. SLAB AND FINISH FLOOR ELEVATIONS.WALL LOCATIONS,SLAB OPENINGS, + SLEEVES,SLOPES,DEPRESSIONS,AND CURBS,DEFER TO ARCHITECTURAL DRAWINGS FOR THIS INFORMATION.COORDINATE WITH CIVIL,M.E.P.AND ALL OTHER PRIME CONTRACTORS. T� 4. SEE PLANS FOR COLUMN SIZES 5. FOR GENERAL NOTES AND LEGENDS,SEE 50.00 SERIES I 6. FOR TYPICAL DETAILS.SEE 55.00 SERIES 7, FOR WOOD SHEAR WALLAND CONNECTOR SCHEDULES,SEE 56.00 SERIES y Z Z I I I I I I i I I I I I I I YN �� LL ❑N I I I O0d I I I L I I I Q � 0 �� I I I I I I i I I 1 I I I I OUTLINE OF _- ----- -- - STRUCTURE ABO VE _O —1--- — --- ---I --- — --------- — --I - - - -- — --- --- L -—-— -—-— — — 1 — — — I I _- _____-__— WBLI W9 > 'q `n <1N0I88x 31> I,n, II L19.7x19x3l4 19.75xxPL63! /PL 6X314 W62 I I 5x5 I pp - —O------------------- 5W7 -- -- < p9' Itl —_—_ _— _—_—_—_ 31 X2 - 108'-3> 5X5X3l8 PLfiz34 SS5X5X3/8aPL6x3/4n55 .I OUTI.NE OF I I I I II I I I I! STRUCTURE ABOVE I I PROVIDE A CONNECTION WITH A MINIMUM AXIAL CAPACITY OF,5 K AT EACH END OF BEAM,IN I I I ADDITION TO SHEAR PER 50.01 i l i I I OPEN TO I I I I I BELOW principal architect PA project manager PE Idrawn by PE PROVIDE CLEARANCE FOR I I checked y Choch, Choc DRAIN,SEE TYPICAL DETAIL I ' ° I I II I job n 13054.66 L8x8x3/4 PL51/2x35XSX3/8+pL 63/4 WT505 WBX21 BX23> date 06/2262 6 W7oX19 "q B-1 C� —_—_—_—_—_—_—_—_ _— < _—_—_—_—-— _—_ _—_—_—_ —O I SIM. i SIM. 555X5%3/8� ,q PL fix3/4 L12x6.75x3/4 revisions 3 PL51/Dr3/ 3 2 54.01 S4.01 54.01 I PROVIDEACONNECTION WJIHAMINIMUM AXIAL ClIPACITV OF 15 KAT I rM:AR EEPA,�CH END OF BEAM,INAgo'TION TO SHEAR PER 112YG021 PERMTREVISIONby N - 3 222ERMIT Shold Tow 09/2812020 of Truste s I I I I I I CLERESTORY w I FRAMING PLAN CLERESTORY FRAMING PLAN w12x50 ------------------- -------- ----i-------------------- i_ 52.11 „4=" S2. 11 ------ !-- - - ------ - '� - - - - -- - - ! - O SILMAN#19561 0.5 1 2 3 4 4.3 5 12'-0° ,6,-D^ 15,-D^ z3•-a" r-4° 191-1D° -� o¢E oa NOTES I a o 1. TOP OF STEELTO BEI/4'BELOW TOP OF PLYWOOD SHEATHING u UNLESS NOTED OTHERWISE ON PLAN. 5 3 a 2 CONTRACTOR IS RESPONSIBLETO COORDINATE FRAMING WITH MECHANICAL,PLUMBING AND ELECTRICAL SYSTEMS. rn 3. SEE ARCHITECTURAL DRAWINGS FOR ALL GRIDS,SLAB EDGE DIMENSIONS, SLAB AND FINISH FLOOR ELEVATIONS,WALL LOCATIONS,SLAB OPENINGS, SLEEVES,SLOPES.DEPRESSIONS,AND CURBS,DEFER TO ARCHITECTURAL DRAWINGS FOR THIS INFORMATION.COORDINATE WITH CIVIL,M.E.P.AND ALL OTHER PRIME CONTRACTORS. 4. ALL EXTERIOR STEEL TO BE PAINTED PER GENERAL NOTES.ALL EXTERIOR WOOD TO BE TREATED PER GENERAL NOTES,COORDINATE BOTH STEEL AND WOOD FINISHES AND TREATMENTS WITH ARCHITECTURAL DRAWINGS. m 5. SEE PLANS FOR COLUMN SIZES. I FOR GENERAL NOTES AND LEGENDS,SEE 50.00 SERIES I Z 1._FOR TYPICAL DETAILS.SEE SS.00SERIES—_—_—_ Z B. FOR WOOD SHEAR WALL AND CONNECTOR SCHEDULES.SEE 56.00 SERIES rn m U) uj ON 0a– LL °Yo ASSUMEALL EXPOSED STEEL TTHIS _ ¢o LEVEL IS AESS LEVEL 2,INCLUDAING FU LL HEIGHT OF EXPOSED COLUMNS.SEE .- GENERAL NOTES FOR INFORMATION ON O d O m AEGB LEVELS n Z cn I I I I I I I -----------------1-------- — ----------------------I----------------L- ------------------------ I-- -L-- ----- --L------- —� CUSTOM(ANGLE.SEE DETAIL I SHADED AREA INDICATES SIM. SHEATHING AND T8G ON 1 I , TOP OF ROOF JOISTS 7 SIM. I _ i 119.75x8x3/ S4.06x34 PL6x3/4 PL 61WBx2 q_p, I I 51.. —Is ------------ —_— _—_-- ___—_ _—_—_— —_J0D _—_ —_—_—_—_—_ _ —_ -----— ------- _—_— N�12X50—_ _—_—_ _—_—_—_—_T------- —O -i-_-_-_-_- - Wt2X50' W12)(50' , 50 PROVIDE A CONNTION I L19.75x19x3/ CANT. WITHA MINIMUM IAL CAPACITY OF 15 K T EACH END OF BEA IN 6 ADDITIONTOSHEA PER AT EAST FACE OF 5 50.01 PLATE COLUMN 64 01 54.01 5 Sqp, NOTE-PORTION OF W12x50 THAT WILL BE PARTOF PHASE20FWORK WILL NEED TO BE CAMBERED 112°UP T&G C;,f 0f 3 i i 3 LLj ! i LLj i i i of INDICATES TOP OFI PLYWOOD SHEATHING 2-Er ELEVATION I I principal archbel PA 5 - pmject manager PE 5401 I [Ij-S4.0175 6 I drawn by PE 54.01 i Aulhor Ichecked by Checker PL 51/2x3/4 L512x3/4 PL 12x316 PL6x31 W12x50'TOIIEGIN 5x15 job no. 130544DG AT EAST FACE OF date 092512020 PLATE COLUMN L12x8.75x3/4 ''`` W12 50 CA T. O —_—_—_—_—_—_ — ___—_—_ _1722X50 _ - _—_—_— —Wr12X50 WI�_ 0 4 revisions: 2 2 4 54.01 54.01 54.01 NOTE-W,2x60' 54.01 � INDICATES W12x50 WITH 1/8° HALF OF CUT OFF,EE DETAOTTOM ILS GE I B.IiED SHEAR WEB PLATE COINECTION 1=821 PERMTREVISION date by i i ! MAR _ 3 022 I 3 PERMIT SET .Y Southold Tow 09202o Board of Trustei s �z ROOF FRAMING PLAN i W72x50 S2.20 �1 ROOF FRAMING PLAN II -------------------I-------- ----i---------------------- — --- — — — — --- — — — --- -----------i ------- -- — — — — — — — — —O sILMA11M.S.1 SLIDING DOOR RAIL AT GRID C ONLY,SEE ARCHITECTURAL FOR MORE INFORMATION. 114 d $ COORDINATE RAIL STEEL COLUMN.SEE PLANS N m I I"I I CONNECTIONS WITH COLUMN TRACK FOR PROUVE, `m M4 CONTINUOUS BASEPLATECOORDINATE CONNECTION TO 'w NOSING BAR I I I SLIDING DOOR RAIL AT GRID C I 5/8"THICK BASE PLATE,PLATE TO WALL WITH ARCHITECTURAL ONLY,SEE ARCHITECTURAL BE 1°LARGER THAN COLUMN AND KINETICS DRAWINGS 04 @ 12°O.C. FOR MORE INFROMATION SEE 1/53.01 FOR BALANCE OF PROFILE,MINIMUM OF 14'x14•. INFORMATION PROVIDE(6)3/4'DIAM.x 10"DEEP 3 a iCAST IN ANCHORS WELDED TO m-N ARCH.FINISH -—-—-UNDERSIDE OF PLATE ----- ------ --.—•---------- ------------------. R � T.O.SHEATHING T.O.SHEATHING T.0.S.O.G. L� X- 51, EL SEE - EL SEE PLAN 4 - - EL.SEE P —X—k�X —x X—. ♦ X X—i' X—XIX—X—%' 5"SLAB ON 5"SLAB ON GRADE 4 I 4 4 GRADE WITH It. WITH HAUNCH AT m HAUNCH,SEE EDGE,SEE TYPICAL J` TJI'S SUPPORTED BEYOND,SEE TYPICAL DETAILS DETAILS I' PLANS AND TYPICAL DETAILS.SEE 23/4' TJI..SEE PLANAND LEGEND 1+ 5/53.01 FOR IRE FRAMING ! Z •. FOR MORE INFORMATION ° OPPOSITE DIRECTION Jl Q CORBEL ALONG GRID C ONLY, KNEE WALL TO SUPPORT p Z SEE PIANS AND 1/63.01 '� SEE 51S3.01 FOR MORE RAILS,SEE PLANS AND F K • INFORMATION TYPICAL DETAILS (n Q CORBELALONG GRID C SEES/63.D1 FOR MORE I' W 2 ONLY.SEE TYPICAL DETAIL INFORMATION. > FOR DIMENSIONS AND - PIER AND PIER REINFORCING. I•. > NNQ REINFORCING .. OMIT LEDGER AT FLOOR SEE PLANS AND TYPICALU+m OPENINGS FOR MECHANICAL, DETAILS L SEE ARCH. (' FOOTING,SEE 1/S3.01 O O Q r IS LINE OF WALL BEYOND. ••1 LL K N HORIZONTAL WALL BARS TO BE I. 1 B.O.FOOTING = Q CONTINUOUS THROUGH PIER. ° - _ •°) - — EL.SEE PLANS NOTE THAT BARS ARE NOT — • SHOWN FOR CLARITY I—III—III—I I N Oe o SECTION a z 53.01 3/4'=1'4Y WALL REINFORCING,SEE 1 PLAN AND SCHEDULE .f •I TRACKFOR PROWE, COORDINATE CONNECTION TO WALL WITH ARCHITECTURAL .1 AND KINETICS DRAWINGS "I... T.O.SHEATHING HING T.O.SLAB f T0.SLAB h -- -- - EL SEE PIANS Eli 1 e Xao—X=X—x=x---X EL SEE PLA —X—•—% 1, DOWELS TO MATCH - VERTICAL WALL BARS.TYP. VAPOR BARRIER 6'GRAVELOR Ic : -III I III III-I I III—III CRUSHED STONE B.O.FOOTING �' •� •�•'. B.O.FOOTING TA FLOOR JOISTS—� SE L TA TO REINFORCING,SEE WALL EL SEE PLAN EL 6EE PLAN STTEELL BEAM DETAIL FOOTING SCHEDULE I III I I I I I I I I I I I -III—III—III- UNDISTURBED WEB BLOCKING AT STEEL BEAM, SOIL OR FILL SEE 1/S3.01 FOR BALANCE TJI JOISTS SEE PLANS OF INFORMATION 1 SECTION = SECTION < SECTION 63.01 3/4•=1'-0' 53.01 3/4'=1'-0" O I FLANGES 5116 AND WEB 5116 COLUMN,SEE PIANS -g----•------ SEE 1/S3.01 FOR MORE 1/4 T.O.SHEATHING INFORMATION I 24°x14"o x v THICK PLATE WITH VV I— T.O.SHEATHING (6)5le'm x 1'-0"LONG HEAW HEX EL SEE PLAN EL 6EE PLAN TYPICAL CONTINUOUS CAP HEAD 1554 GR.55-WELDABLE PLATE AT WALL W2,SEE (51)WELDED IN UNO CONCRETE RSI OF I architect PA TYPICAL DETAIL 55.00 PLATE,CAST INTO CONCRETE principa ' SERIES WALL.SEE LAYOUT project manager PE CO NTINUOUS 3-12'x JOIST drawn by PE DEPTH PSL LEDGER WITH 3/4"0 p• E O� .1NAL�SEE A P H TE HILTI HIT HY-200 EPDXY ADHESIVE WITH 6'EMBEDMENT checked by JRT AT 16'O.C.STAGGERED. job no. 13954.06 PROVIDE A MINIMM OF 3 TJIs,SEE PLAN AND LEGEND () TJI FLOOR JOISTS FOR MORE INFORMATION data 09887010 THREADED RODS PER LENGTH TYPICAL WALL PROVIDE(4)ADDITIONAL 45 U-BARS OFLEDGER REINFORCING NOT SHOWN �- @3"O.C.VERTICALLY AS SHOWN AT WEB BLOCKING ATTJI JOISTS - , FOR CLARITY.SEE PLANS WALL END AROUND ANCHORS r FACE-MOUNTED MIU JOIST HANGERS BY SEE 5153.01 FOR MORE SIMPSON OR APPROVED EQUAL INFORMATION ° 312' • Ld TENSION DEV.LENGTH ° 4- +'_4_ 1'-4" 1'-4_ +_-4_ 6 SECTION m 8Ire 8l/r D 1/l(V�na 53.01 3/4'=1'-T 1- - 1 -- 1 ---1- MAR - 3 202 I I g 1rz• 3 3/4' LATE,SEEABOVE SECTION A-A 1Q 1 1VM021 PERMrrRMSION n date by T. .WALL PLATE Southold Town E.SEEARCH. ..F SEE 1153.01 FOR BALANCE Board of Trustees Y OF INFORMATION U � +.fihe. �,� yL'^5b '�"•P�.° a I �PERMIT SET"x�°{ Q2 • PROVIDE(8)ADDITIONAL 95 U-BARS �yfpgj1QzQ T.O.SLAB @3"O.C.HORIZONTALLY AS SHOWN -� w ATWALL END AROUND ANCHORS —x—x—x—x—x—z�- EL.SEE PLAN „ ~ SEE 110E FOR BALANCE OF INFORMATION III—III—III—_ I FOUNDATION =III=III=III-III SECTION B-e SECTIONS 1-11-1— ' B.O.FOOTING .0 1111— ° EL FOOTING PLAN 5 SECTION 1=111=111=1 ��SECTION 63.01 3/4"=1'-0" 53.01 3/4'=l'-0° SILMAN#19561 3/8-x6"PLATE 0 4'-0"O.C. (4)5/8"DIA.GR.55 CONTINUOUS 2.6 TOP PLATE WITH 112" TRHEADED RODS WELDED DIA A307 BOLTS AT 24"O.C.PROVIDE o y E TO 318"PLATE WITHPRE-DRILLED HOLES IN BEAM FLANGE. B, NEOPRENE SHIMS C' PROVIDE NAILING INTO PLYWOOD PER OB =o s GENERAL NOTES 'eam c 5116°THICK STIFFENER 2314" P. PROVIDE(2)510 WOOD SCREWS ggy.6 4'-0"O.C.MAX..SEE THROUGH PLV AND T&G INTO JOIST, 3 c (� SEE 1/54.01 FOR BALANCE _ ARCHITECTURAL FOR AND 2c6 DF BLOCKING BETWEEN JOISTS OF INFORMATION r 3 a 4 m STIFFENER LAYOUT I — — "0 FULL DEPTH SCREWS AT EACH —� E RC 'R -- --- AT EACH JOIST END.TVP. GUTTER,SEE ARCH. 2314"TVP. ROOF FINISH BE AH 18x4.7/16"ANGLE AT 4'-0"O.L.ALIGNED - WRH STIFFENERS AT CUSTOM L r - - 2" CUSTOM 3/8"TMICKx1'-0"z4'-0° T.O.ROOF SHEATHING ti T.O.ROOF SHEATHING BENT PLATE SEE PLANS FOR ELEL SE EL BEE PLAN = EXTENTS AND AESS REQUIREMENTS.A SEE V ARCHITECTURAL FOR SLOPE PROVIDE(5)114"LAG SCREWS SEE1154.01 FOR BALANCE OF m FOR DRAINAGE INTO JOISTS BELOW INFORMATION PROVIDE 2'WIDE STEEL SHIM AT EACH STIFFENER LOCATION " ALTERNATEDETAIL-PROVIDE 1t Ire' I I ROOF JOISTS,SEE PLANS O 5"0".5116"SHIM PLATE AT 2'46"D.C. I I— Ce 9EHINDANGLE.WELDANGLETO i ROOF JOIST,SEE PLANS I I w < SHIM,WELD SHIM TO BEAM WEB PJP GRIND WITH 114"FILLET WELDS TOP AND SMOOTH CONTINUOUS L6x4x5116"LEDGER WRH BOTTOM 314"DIAMETER GR.55 THREADED ROD I Q 16"O.C.WELDED TO WEB OF W I Y W m SHAPE.PROVIDE 4"X3"X714"NEOPRENE ON PAD AT EACH ROD PLATE COLUMN,BEE PLAN PROVIDE 2.CONTINUOUS FLANGE EXTENSION PLATE TO I I MOREAND INFORMAPICAL TIONAIL FOR 2y4. BOLTS 2-0"NA LER WITH 15TAGGER0 OLA. 07 O Q <� SUPPORTTOP OF ROLLING WINDOWS, I I I I MORE INFORMATION TYP ll.., K N THICKNESS TO MATCH BEAM FLANGE. I I NOTCH JOIST FOR SHADE POCKET, c BEE ARCHITECTURAL FOR MORE i COORDINATE WITH ARCHITECTURAL. = ?p INFORMATION MAX NOTCH DEPTH=5".REINFORCE I I Q o NOTCH WITH FULL DEPTH SCREWS. 1 SEE TYPICAL DETAIL I I T.O.CLERESTORY STEEL h T.O.CLERESTORY STEEL EL,SEE PLAN I I EL SEE PLAN O ,y Q cp k- BEAM.BEE PLAN I I I i t i E Z ;EU) PROVIDE 5/16"STIFFENER @ Z-6- O,C.STIFFENER TO BE IV LONG x I I 5 12"HIGH,1/4'FILLET TO W12 AND PLATE EXTENSION 314 A307 BOLTS AT 12"O.G. W000 SHEAR WALL, 314"A307 BOLTS AT 12" PROVIDE PRE-DRILLED I SEE PLANS AND V DE DRILLED HOLESIN I WOOD SHEAR WALL, HOLES IN BE FLANGE I I TYPICAL DETAILS BEAM FLANGE /- BEE PLANE AND TYPICAL DETAILS SECTION 2 SECTION 3 SECTION 54.01 1"=1'-(r OO 4.3 SEE 1/54.01 FOR BALANCE 23)4"TYP SEE VS4.01 FOR BALANCE SEE 1/S4.01 FOR BALANCE I OF INFORMATION -�y--I� OF INFORMATION OF INFORMATION —�ROOF FINISH SEE ARCH GUTTER,SEE ARCH. ROOF FINISH EEE ARCH I ROOF FINISH SEE r ARCH T.O.ROOF SHEATHING ti I T.O.ROOF SHEATHING h I T.O.ROOF SHEATHING ti ROOF, I EL SEE PLAN 4 EL SE i STAGGERED TOP 4-12 F-71 SEE 1154.01 FOR BALANCE OF AND BOTTOM INFORMATION ROOF RAFTER,SEE PLANE ROOF RAFTER,SEE PLANS principal architect PA ROOF JOISTS,SEE PLANS 2 P.F 1" AND GROOVE DECK project manager PE PLYWOODANDTONGUEAND AND GROVE DECK i -ryp• i drawn by PE Aulher CONTINUOS 3/8'PLATE IN WEB. checked by Checker PROVIDE ACCESS HOLES AS NEEDED TO INSTALL BOLTS FOR job no. 13054.06 TOP PLATE.FIELD WELD PLATE data 69/282626 TO ALLOW FOR INSTALLATION OF BOLTS 4 SECTION 5 SECTION B SECTION reV6ions: 54.01 1° 1 ��/(\��� 12� \�(///)/ �2r 1 1VM021 PERMTREVISION E V/ L'� I V E date by D 'tt's 3 PERMIT SE?,�� MAR - 3 2022 �, . oarzar2o2o ;{, Southold Town SUPERSTRUCTURE Board of Trustees SECTIONS S4.01 SILMANN19561 o COLUMN,SEE PLAN AND 'a y E COLUMN SCHEDULE gwo L BASE PLATE,SEE SECTION FHaCONCRETEPIEROR Y W .R .W . .w 0 N STEEL COLUMN SAW CUT O m i Q Z (SEE PLAN) SLAB REINF. - 1-'_'DEEP F- _ 2°x3"CONT. SLAB ON GRADE (MESH REBAR) O T.O.PIER E ogr 5� -- — --IN 7x KEY 2-#4®3'zb'-0'LONG EL.SE ADDITIONALATALL Im" RE-ENTRANT PIER REINF.(SEE MAXIMUM DISTANCE BETWEEN 2' F"A JOINTS CORNERS 5x15 2-#4 TIES @ 3-AT TOP OF PIER PLAN AND SCHEDULE) CONTRACTION JOINTS IN INCHES 10"x10°x314"THICK BASEPLATE REMAINDER AS PER SCHEDULE IS 35 TIMES SLAB THICKNESS WITH(4)314"DIA.ANCHORS2"CUR. SLAB EDGE BOLTS,EMBED=10',SEE AS TVP' TYPICAL DETAIL x SAWED CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN ADDITIONAL REINFORCEMENT vb ISOLATION JOINT TYPICAL m AT ALL RE-ENTRANT CORNERS ------ -- — — SLAB ON GRADE DETAIL) c, M B4O.FOS OTING r+ T.O.BLAB EL.SESEE PLAN 6'x6"W2.1 x W2.1 W.W.R. 'JC�X.�X X-�X= EL.SEE PLAN } &W,,ATERTOP._'COVER NOTES' 3"CUR. Z O CONCRETE SLAB (OR AS REDID � Z 2 SEE PLAN FOR PIER SIZE.RSTOP MFR.) 2. SEE PLAN AND FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING.RSTOP NOTES: 3, IF PIER HEIGHT IS LESS THAN 2'-6-,EXTEND COLUMN DOWELS INTO FOOTING.SEE W1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS ° COLUMN SCHEDULE FOR SIZE AND REINFORCING.WHERE EACH SINGLE STRIP DOES NO EXCEED 36TIMES11— II— I I I— 1 SLAB THICKNESS WIDTH IN INCHES.ALTERNATIVELY,LARGEIIIVAPOR BARRIER CONCRETE PIER ON FOOTING BLOCK PLACEMENTS WITH INTERIOR CONTRACTION JOINTS _ °' ` 6"GRAVEL OR ARE ACCEPTABLE IF THE CONTRACTION JOINTS ARE MADE . BELOW,SEE PLANS AND PIER SCHEDULE O O Q r- N 6"GRAVEL OR STONE CRUSHED STONE IN BOTH DIRECTIONS AT SPECIFIED INTERVALS IN A TIMELY .,I�'. TYPICAL DETAILS O A MANNER. SIZE VERTICAL LL K N UNDISTURBED 10 MIL POLYETHYLENE UNDISTURBED SOILOR 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED ATA MARK WIDTH LENGTH BARS CLOSED TIES REMARKS = Z o SOIL OR FILL VAPOR BARRIER FILL MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB P7 18" 18 (8)-#5 04@1("O.C. U) Q o THICKNESS.JOINTS SHALL BE SAWED NO LATER THAN 24 p2 24" 24" (a 46 04010"O.C. 3. m HOURS AFTER CONCRETE IS PLACED. • • m SLAB ON GRADE SLAB-ON-GRADE&WALL INTERFACE O U' m F. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED TYPICAL CLOSED TIE O To 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE LAYOUT 6 Z :1� CONTENT. TYPICAL SLAB ON GRADE BASE PLATE AT WT COLUMNS TYPICAL STEEL COLUMN/PIER AND FOOTING N.T.S. N.T.S. N.T.S. HORIZONTAL REINF.TO RUN THRU UNINTERRUPTED 1112- H STANDARD HOOK ~ DEFORMED BAR TENSION DEVELOPMENT LENGTH(Ld) � � � � r• FOR NORMAL WEIGHT STONE CONCRETE&UNCOATED BARS STANDARD F HOOK. 3000 P51 4000 PSI 5000 PSI 6000 P51 (TYPJ • •..• �. .6,'.1 4 ••, BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE t- WATERSTOP - CASE I CASE II CASEI CASE II CASEI CASE II CASEI CASE II 2'X"(MIN.) 93 17 25 15 22 13 20 12 18 _ NOTE:MAXIMUM POUR LENGTHS:FOUNDATION WALL=80'4r o a 94 22 33 19 29 17 26 16 24I- 95 28 42 24 36 22 32 20 30 III w" - 06 33 50 29 43 26 39 24 35 TYPICAL CONSTRUCTION JOINT IN CONCRETE WALL ~ g 97 48 72 42 63 38 56 34 51 k N a °�. N.T.S. #8 55 83 48 72 43 64 39 59 — —III 09 62 93 54 81 48 72 44 66 I—III—III—III— SEE BELOW TABLE FOR _ TYPICAL REINFORCING #10 70 105 61 91 54 81 50 74 SLOPEBY CONTRACTOR TO TEE-INTERSECTION #11 78 116 s7 101 so a0 55 82 I 3"CL. HOOKED#300WEL® MAINTAIN SOIL STABILITY,VERIFY 18"O.C.W/MIN.2-314' DEFORMED TENSION BAR NOTES: WITH GEOTECHNICAL ENGINEER EMBEDMENT IN HY-200 ry ��. FOR REINF.SEE o ADHESIVE OR 1. FOR HOR_ONTAL REINFORCEMENT WITH'_INCH OR MORE FRESH CONCRETE CAST BELOW IT,TENSION WALLSECTION APPROVED EQUAL •' DEVELOPMENT LENGTHI TENSION LAP SPLICE LENGTH SHALL BE 1.3x THE VALUES GIVEN. CONT.WALL FOOTING STANDARD HOOK - 2. FOR REINFORCEMENT IN LIGHTWEIGHT CONCRETE,TENSION DEVELOPMENT LENGTHITENSION LAP LENGTH SHALL V-D"MIN.- ? m BE 1.3x THEVALUESGNEN. r g 3. FOR EPDXY-COATED BARS: 7 A. CIA RE CONCRETE COVER IS LESS THAN 3x BAR DIAMETER,OR CLEAR SPACING IS LESS THAN 6x BAR TYPICAL STEPPED WALL FOOTING DIAMETER,TENSION DEVELOPMENT LENGTH/TENSION LAP SPLICE LENGTH SHALL BE 1.5x THE VALUES GIVEN. ROUGHEN TO'I4'AMPLITUDE B. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DLAMETER AND CLEAR SPACING IS N.T.S. OR ° GREATER THAN 6x BAR DIAMETER,TENSION DEVELOPMENT LENGTH/TENSION LAP SPLICE LENGTH SHALL BE AT SUPPORTED SLAB COAT CONTACT SURFACE WITH 1.2x THE VALUES GIVEN. LATEX BONDING AGENT AT SLAB ON GRADE 4. CASE I APPLIES WHEN EITHER OF THE FOLLOWING SETS OF CONDITIONS ARE MET: A. ALL THREE OF THESE: CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED 15 NOT LESS THAN DS AND EQUIPMENT PAD TEMPERATURE AND principal arch#ect PA TENSION b, CLEAR COVER IS NOT LESS THAN OB AND SHRINKAGE REINFORCING c. STIRRUPS OR TIES ARE PROVIDED THROUGHOUT THE DEVELOPMENT LENGTH AND THE QUANTITY IS NOT project—.g., PE LAP SPLICE LESS THAN THE CODE MINIMUM. PAD THICKNESS REINFORCING drawn by PE B. OR BOTH OF THESE: CORNER a. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN 2DB AND 4"5" #3 @ 12.O.C.EACH WAY Aulhcr b. CLEAR COVER IS NOT LESS THAN DB. checked by Checker CASE II APPLIES TO ALL OTHER CONDITIONS NOT DESCRIBED IN CASE 1 6"5' 04 @ 12"O.C.EACH WAY NOTE: FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE job no, 13054,D6 TABLE. DEFORMED BAR TENSION LAP SPLICE-CLASSB 1D"-12" 95012"O.C.EACH WAY date 09/2&x3020 TYPICAL HORIZONTAL REINFORCEMENT AT CORNERS& FOR NORMAL WEIGHT STONE CONCRETE&UNCOATED BARSON TES: JUNCTIONS OF WALLS AND BEAMS 3000 PSI 4000 PSI 5000 PSI 6000 PSI i FOR SIZE AND LOCATION SEE ARCHITECTURAL AND MECHANICAL BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE DRA2. S. CONCRETE FOR PADS SHALL BE NORMAL WEI Pc= P6 N.T.S. n /y evisia ' CASEI CASE 11 CASEI CASE II CASEI CASEII CASEI CASE II D \�/// BARS AT TOP&BOTTOM ADDITIONAL L gq g 43 33 25 37 23 34 21 ; TYPICAL EQUIPMENT PAD OF OPENING.PROVIDE 245 MIN.T&B U.O.N. #5 36 54 31 47 28 42 26 38 N.T.S. 96 43 65 37 56 34 50 31 46 MAR r� 97 63 0 54 Bt 49 73 45 67 76 M h R { 2022 #e 72 107 62 93 56 83 51 76 11x1 h'11 1 V L LL #9 81 121 70 105 63 94 57 86 11-1 7I8" DEVELOPMENT #10 91 136 79 118 71 106 64 96 11=021 P MT REVISION LENGTH #11 101 151 1 87 1131 78 117 71 107 ADDITIONAL VERTICAL BARS #S CONTINUOUS BARS ate by AT SIDES OF OPENING.BAR CONC.WALL Southold Town QUANTITY ON EACH SIDE DEFORMED BAR COMPRESSION DEVELOPMENT DEFORMED BAR COMPRESSION LAP EQUAL TO AREA OF LENGTH(Ldc) SPLICE Board of Trustees INTERRUPTED BARS. 3116 " OLA J ALL AROUND ."S^ 2-05 MIN.EACH SIDE,U.O.N. FOR NORMAL WEIGHT STONE CONCRETE 8 FOR NORMAL WEIGHT STONE CONCRETE 8 UNCOATED I :S UNCOATED BARB BARS (5)413 TIES AS SHOWN - t•-- PERMIT�SET� �, 3000 PSI 4000 PSI 5000 P51 fi000 PSI 3000 PSI 40DO PSI 5000 PSI 6000 PSI —CL PIPE F BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE ••I 09IZ812O2O- #3W2825 B B #3 12 12 12 12 W o #5@12"O.C.U-BARS #4 9 9 7W 15 15 15 15 c9 05 12 12 Z25 19 18 19 18 ROLLED PLATE OR PIPE FOUNDATION WALL,TYPICAL u WITH 114'MIN.WALL ❑- THK. #6 14 14 #6 23 23 23 23 WALL HOWNEI NFORCING NOT FOR CLARITY.SEE NOTES #7 16 16 97 27 27 27 27 TYPICALDETAILSFOR id NOTE'ESS(MIPROVIDE MUM)CLEAR BETWEEN AEQUALDJACENT TO WALL TYPICAL DETAILS 7i8 78 18 48 30 30 30 30 SECTIONS FOR BALANCE OF 1. HOOK ALL BARS INTERRUPTED HV OPENING. CR THICKNESS(MINIMUM)BETWEEN ADJACENT PIPE 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT LENGTH BEYOND 719 21 21 #9 34 34 34 34 INFORMATION w SLEEVES. OPENING,VERTICAL BARS TO BE FULL STORY HEIGHT. #10 23 23 910 1 39 39 1 39 39 .O 3. PROVIDE REINFORCING SHOWN IN THIS DETAIL U.O.N.IN SHEAR WALL #11 31 27 26 26 #11 43 43 43 43 ' SCHEDULE.SHEAR WALL DETAILS.SHEAR WALL ELEVATIONS ETC. TYPICAL OPENING IN CONCRETE WALL CONCRETE DEFORMED BAR LAP SPLICE&DEVELOPMENT LENGTHS TYPICAL WALL CORBEL TYPICAL PIPE SLEEVE IN CONCRETE WALL SILMAN919561 N.T.S. N.T.S. N.T.S. N.T.S. �8 SHEAR PLATE OEE BLEANGLES GAP PLATE(AT STEEL BEAM L BEAM a. COLUMN TO P) b o O OIF REQUIREDFOR CAPACITY. T.O.ROOF STEELEXTEND PLATE HIGH STRENGTH BOLTS. ELTSEPLANTHROUGH I SEE GEN.NOTES H STRENGTH COLUMN BOLTS.SEE GEN. V NOTES Ij HSS STEEL COLUMN PLATE TO WF STEEL COLUMN FLANGE MIN, 4. WF OR HSS STEEL BEAM,SEE WE FILLET PLAN FOR SIZE AND LOCATION WELL.SIZE m AND LENGTH BEAM TO HSS COLUMN BEAM TO WF COLUMN FLANGE AS REQ'D,3YDETAILER y SEE NOTE 1 Z ' IfEE BLE ANGLES DOUBLE ANGLES ROOF BEAM,SEE PLANS ZO L BEAM WF STEEL BEAM —- T -— v Q Uj QNQ O 1 PLATE COLUMN, W O -- - -- BEE PLAN Y IV AT HSS BEAMS,USELAT WELDED O SHEAR SPLICE PLATES BOTH 1/4 0 w N SIDES TYP. STRENGTH BOLTS, HIGH-STRENGTH CJP OR PIP = Q o GEN.NOTES BOLTS,SEEGEN. PL OR HSS STEEL BEAM,SEE WELD BY NOTES PLAN FOR SIZE AND LOCATION DETAILER,TOPNBOTT. O OTEEL COLUMN 3/S'PLATExBEAM WIDTH E Z r T -— WITH(4)3/4'0 BOLTS,TVP. COORDINATE WITH NAILER BEAM TO WF COLUMN WEB WF BEAM TO WF BEAM t ON TOP OF BEAM I NOTES' _ 1 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC ONLY.THE CONTRACTOR MAY SUBMIT T.O.CLERESTORY STEEL A ALTERNATE DETAILS FROM THOSE SHOWN ABOVE,BUT IN ANY CASE THE CONTRACTOR IS NOTES: ELEL SE RESPONSIBLE FOR PRODUCING STEEL SHOP DRAWINGS IN ACCORDANCE WITH THE PROJECT GENERAL NOTES AND AISC GUIDELINES.CALCULATIONS SHALL BE SUBMITTED AS REQUIRED IN 1. FLANGE AND WEB SPLICE CONNECTIONS TO BE SELECTED OR ENGINEERED THE GENERAL NOTES AND ELSEWHERE IN THE CONTRACT DOCUMENTS. BY DETAILER TO DEVELOP THE FULL CAPACITY OF THOSE BEAM ELEMENTS 2. THE CONTRACTOR SHALL DETAIL THE PROJECT CONNECTIONS FOR THE LOADS AS INDICATED SIDE OF JOINT. IN THE CONTRACT DOCUMENTS,PER AISC GUIDELINES.THE SCHEMATIC DETAILS ABOVE ARE 2. COORDINATE AND SUBMIT SPLICE LOCATIONS TO THE ENGINEER FOR REVIEW NOT SUGGESTIVE OF SPECIFIC CAPACITIES.THE NUMBER AND SIZE OF BOLTS,SIZEAND AND APPROVAL PRIOR TO FABRICATION. LENGTH OF WELDS,AND SIZE OF STEEL PIECES MUST BE DETERMINED PER AISC GUIDELINES S. ALL STEEL CONNECTIONS ARE SUBJECT TO SPECIAL INSPECTION INCLUDING AND THE CONTRACT DOCUMENTS. ULTRASONIC TESTING OF PJP OR CJP GROOVE WELDS. 3. PROVIDE FULL DEPTH CONNECTIONS ATALL PERIMETER BEAM CONNECTIONS AND AT BEAM BEAM AND NAILER,SEE CONNECTIONS TO PERIMETER BEAMS.UNLESS OTHERWISE NOTED. PLANS TYPICAL SUGGESTED SHEAR CONNECTIONS AT GRAVITY LOADS ONLY TYPICAL STEEL BEAM SPLICE TYPICAL CONNECTION AT PLATE COLUMNS N.T.S. N.T.S. N.T.S. 0 CONTINUOUS 1/2"THICK CAP O PLATE WITH(2)3/4.0 z 4• LONG STUDS @ 2'-0"O.C. I r COLUMN,SEE PLATE WIDTH TO MATCH WALL COPE BEAM FLANGES TO PLAN principal architect PA THICKNESS.NOTE THAT PLATE ALLOW FOR DRAIN PIPE, e"CONT.AT project ma-ger PE TO BE AESS LEVEL 2 AND THAT COORDINATEWITH 1/4 3-12 TOP AND BOT ANY WELDS IN PLATES TO BE ARCHITECTURAL AND MEP I BEAM.SEE PLANS drawn by PE GROUND SMOOTH PER AESS REQUIREMENTS AUlhar PLATE COLUMN,SEE 114 checked by Checker --• ' —•—•---- '--- ------•�T GLAZING,SEE ARCH. PLAN job no. 17994.06 • n I 72•THICK CAP PLATE date 09/2812020•f =______—_ __ ___---____ ____—_— ___ _--_ _______C—_—_—_ -_•__ AT PLATE COLUMN • FOUNDATION WALL.SEE —___ f/r —_ _— PLANSFORSIZEAND B --- -- —`V"� ------ T.O.CLERE ELSE STEEL revisions: 0---- •—•—•--- --- HSS PO STAND PLATEPLAN REINFORCING ---•---- _. COLUMN.SEE PLANS.PLATE O SHEAR CONNECTION.SEE TO RUN FULL HEIGHT TYPICAL DETAILS SHEAR CONNECTION,SEE O I Q TYPICAL DETAILS SEE PLAN AND ARCHITECTURAL • DRAWINGS FOR EXTENTS B•CONT.AT 3-12 TOP AND BOT SHEAR CONNECTION. SEE TYPICAL DETAILS HSS COLUMN, SEE PLANS 1 I.I)21 PERMTREN51011 o, date by WALL CAP PLATE AT WALL W2 DRAIN AT COLUMN B/1 COMBINED HSS AND PLATE COLUMN DETAILS HSS AND PLATE COLUMN-CENTERED N.T.S. N.T.S. N.T.S. N.T.S. ERt1AIT S } 09!2812020 �c MAR - 3 2022 LLJJ TYPI L DETAILS Southold Town Board of Trustees - .02 O SILMAN#19561 z'a• E O O m�8 H c g 16'TYP STEEL BEAM `e WA LL THICKNESS STANDARD AISC DOUBLEWHENc a PROVIDE 12"OAK SHIM BEARING.SHEAR OR 'c SEE PLANS gNGLE BOLTED PARTITION WALLS ARE LOCATED ABOVE BEAM OR CONNECTION WELDED TO BOLT LAYOUT DETAIL A-A WHEN BEAM FLANGE WIDTH IS GREATER THAN OR 3 e FACEPLATE I ' EQUAL TO 8' TOP OF WALL 3' 3" 12.0 COUNTER-BORED.A307 BOLTS, STAGGERED TOP AND BOTTOM:SEE DETAIL A-A12 6 12" 1 11Y 6" 6",X112° Q T.O.JOIST _— V—) 0 I I A325 SC BI I MOMENT STEELBEAM; T.O.STEEL BEAM m PLATE;TYP. SEE PLAN m STEELSEAM (2)65 COLD-BENTA706 j� OI 10 Z GRADE 60 WELDABLE 12"SURFACE- 0 0 Zacit O REINFORCING BARS: MOUNTED STEEL PLATE WELDED TO PLATE, TYP.AT TOP OF ALL EP-1 co K WALL PLATE STEEL BEAM: 1.0 WHERE RED'D OMIT GWSECTION VIEW MAX.SHEAR=24K(LRFD). SEE PLAN ERE BEAMS ON EITHER TJI FLOOR JOISTS �j I-3/4'DIA.X 6' E ARE OF SAME DEPTH > QQSHIM AS REO'D FULL WEB BLOCKING AT TJI JOISTSWmHEADED STUDS PENETRA"0PSL OR ANTHONY POWER6"O.C.,TYP. TMP ELDTyp BEAM BLOCKING O N SIMPSON FACE MOUNTED HANGER O Q�L (IUS®WOOD FLOOR FINISHES. 0 LL K N MIU @ STONE/TILE/CONCRETE FLOOR FINISHES) = Zo Qo o TYPICAL DETAIL OF CONCRETE WALL PLATE TYPICAL BEAM-TO-BEAM MOMENT CONNECTION TYPICAL TJI TO STEEL BEAM O p N.T.S. N.T.S. N.T.S. E Z U) FLUSH TOP z� w RD STANDARD AISC SINGLE PLATE SHEAR C SINGLE PLATE SHEAR CONNECTION. vS� PLATE SHEAR S.CONNECTION. 3116 MIN.THICKNESS.T=5/16° 3°MAX MIN.THICKNESS.1p=3/e" 3"MAX ST EEL BEAM,SEE 112' 114*CAP PLATE FLTAENL BEAM.SEE 112' PLAN TOP MOUNTED JOIST HANGER I I BY SIMPSON OR APPROVED O O O D THICKNESS OF 10 0 p O THICKNESS OF 10 EQUAL SHEAR PLATE=tP SHEAR PLATE=tp I SAWN LUMBER GIRDER I o 3 00 I I O D I I to o OI I 110 O O O 3/4"DIA.BOLTS IN SSLT I ® O 3/4"DIA.BOLTS IN SSLT i HOLESAT3'O.C.,TYP. HOLES AT 3"O.C..TYP. TYPICAL SAWN LUMBER JOISTS TO SAWN LUMBER GIRDERS 3' I I MIN. I I MIN. (Sm)tP I ls/e)ty S. ,'-4' I I I MULTIPLE MEMBER TUBE COLUMN TUBE COLUMN LVL BEAM;SEE PLAN EXTENDED PLATE CONNECTIONS CONNECTION DIMENSIONS SINGLE PLATE CONNECTIONS TYPICAL CONNECTION DIMENSIONS J z^' - ----- - --- - NOMINALNUMBER OF a SECTION A-A SUPPORTED BEAM 3/4'0 A325 BOLTS LP(IN.) NOTE:FOR USE WHEN AXIAL AND SHEAR CAPACITY IS REQUIRED AT DEPTH CONNECTIONS B',10' 2 5.5 312'LONG SIMPSON SDS SEE TYPICAL SINGLE PLATE CONNECTION DETAIL FOR BALANCE OF 12',14' 3 8.5 SCREWS.EACH SIDE principal architect PA INFORMATION 16' 4 11.5 project manager PE 18• 5 14.5 NOTES: drawn by PE 1. USE 1-3/4'x LVL BY ILEVEL BY WEYERHAEUSER. Autlwr 2. MAXIMUM BOLT HOLE SIZE SHALL BE 9116'. checked by Checker 3. BOLTS SHALL NOT BE COUNTERSUNK. job no. 13054.00 EXTENDED PLATE CONNECTION DETAIL AT AXIALLY LOADED BEAMS TYPICAL STEEL BEAM TO STEEL TUBE COLUMN CONNECTION TYPICAL MULTIPLE MEMBER CONNECTION FOR LVL BEAMS date 09/2M2020 N.T.S. N.T.S. N.T.S. revisions: CORETO EXTENDABOVE i DECK AND PLYWOOD BEFORE TURNING FtSEEIES X. W000 POST;SEE PLAN FULL DEPTH 318"SCREWSFOR SIZE aEACH SIDE OF LORE GALVANIZED SIMPSON (2)-1/1'OGALVANIZED A307 ,2"MAX CB66 COLUMN BASE OR THRU BOLTS,NICK THREADS APPROVED EQUAL TO PREVENT BACK-OFF mkiT.O.ROOFSHEATHING�' .. -_ ... �..- _ EL.SEE PLAN 4INSTALL BOTTOM OF BASE PLATE c ~FLUSH WITH CONCRETE --- -- MAR _ 3 20 nn. d by CCQ665DS2.5 RMISEE MANUFACTURER FOR 1 SOUthold Town CONNECTOR DETAILSTIMBER POST,SEE X Board of Trustees09(2PLANS � ROOFJOIST2 3/8" SEE PLANS CONCRETEPIER � NOTES OR FOOTING FOR BALANCE OF MAX.MA%DIAMETER [IN.T.S. ATION 1. SEE ARCHITECTURALITJOSOEA O MEP DRAWINGS FOR SPRINKLER LAYOUTS 2. SUBMIT JOIST CORE LAYOUT FOR REVIEW ANO APPROVAL BY EOR TYPICAL DETAILS PRIOR TO INSTALLATION 3. (2)CORES MAX PER JOIST.(1)AT EACH END 4. NO(2)ADJACENT JOISTS SHALL BE CORED TYPICAL WOOD POST ON CONCRETE PIER OR FOOTING TYPICAL LVL GIRDER CONNECTION TO SINGLE-LIFT POST OIST CORE FOR SPR INKLERS 5. CORES TO BE CENTERED INJOISTWDTH S5.�3 1•=1'-0' V=1'-0" SILMANp19561 c<E �e ��o O WOOD CONNECTOR SCHEDULE O MARK CONNECTOR COMMENTS 2 m 1 HGUMS.SOSDS CONNECT INTO WALL WITH(8)-TITEN HD(THD62500H)FASTENERS.CONNECT MEMBER WITH(24)-SDS25212 FASTENERS. n�j HTO TCH VL EPTH. 1. CONNECTORS ARE SIMPSON STRONG-TIE PRODUCTS.FOR ANY SUBSTITUTIONS.SUBMIT ALTERNATE PRODUCTS 1 V i TO EOR FOR REVIEW AND APPROVAL ALONG WITH DOCUMENTATION VERIFYING PRODUCT EQUIVALENCY. 2. FOLLOW ALL MANUFACTURER INSTALLATION GUIDELINES FOR EACH CONNECTOR. ra m } Z LU F N F.@12'OC �T.O.WALLELEL SEEARCHL O OLL w V/ D ¢ROOF TIE,SEE SCHEDULE RIM TIE,SEE SCHEDULEOG ROOF SHEATHING O O mSEE GENERAL NOTES FOR Bz �E NRAFTERS,SEEPLAN FOR ADD'L INFORMATION SIZE AND SPACING TOWALLEL.SEEEL.SEE PLA THING #6@12"O.C. OMITTEDWA L FOR CLARITY, SEE BELOW FOR NAILING DOUBLE 2x PLATE,SIZE TO MATCH WALL STUDS(TVP.) c9 WALL STUDS,BEE PLAN #4@18"O.C. 2 FOR SIZE AND SPACING y RIM TIE,SEE SCHEDULES CONT.2x PLATE,SIZE m TO MATCH WALL STUDS LSTA36 AT EACH STUD Q (TVP.@ EACH FLOOR) FLOOR SHEATHING.SEE HOLD-DOWNANCHOR GENERAL NOTES 1, 0" AT END OF SHEAR WALL FOR AOD'L INFORMATION LENGTH,SEE AS SCHEDULE AND SHEAR RIM BOARD OMITTED FOR WALL END DETAIL CLARITY T.O.WALL OFLOOR TIE,SEE SCHEDULE EL.SEEPLA O SCHEDULE E FOR L SEE MATCH WALL STUDS((fYP.) THICKNESS(STAGGER WOOD SHEAR WALL SEE PLANS JOINTS) AND SCHEDULE EDGE NAILING WALL STUDS,SEE PLAN T.O.GRADE FOR SIZE AND SPACING , / OPER SCHEDULE 111—III—I • EL.SEEA�RCH. WALL END POST-SEE No SCHPE UEOLD DOWN,SEE INTERMEDIATE NAWNG HEADER SCHEDULE E III-I I III • • IF BAR TO BE SPLICED. PER SCHEDULE PLAN-PROVIDE PROVIDE CLASS B SPLICE OF 7.3 Ld DOUBLE STUD MINIMUM NOTE-SILL PLATE NOT SHOWN i #5@1Z'O.C. (4}65 AS SHOWN FOR CLARITY _ -- — CONT.2,PLATE,SIZE FLOOR SHEATHING TO MATCH WALL STUDS o ° . j SEE GENERAL NOTES FOR ADD'L INFORMATION ANCHOR BOLT,SEE SIMPSON EL.BEEP h • FOR DIAMETER.ANCHOR BOLT ON WALL ti T.O.F • 5',- EMBED=10"MIN.INTO LAN/ARCH. Q CONCRETE WALL CONT.2.PLATE ON - principal aro Berl PA FOUNDATION WALL SIZE TO ••° .0_FOOTING FOOTING MATCH WALL STUDS,SEE project manager PE III—III—II'.I 111E'' I— ELEL SE� PROVIDE(4)ADDITIONALU-BARS FOUNDATION SECTIONS HOLD DOWN ANCHOR TI EACH END I , I I-III—III—III-I I ° OF WALL SEE FOUNDATION SECTIONS d2wn by PE Z @ 4"O.C.CENTERED AROUND FOR WALLS LONGER THAN 10'-0'0 O HOLD DOWN ANCHOR.BAR SIZE ADDTIEDOWNS EVERY 6''-0 D Author TO MATCH WALL VERTICAL BARS (3}#S AS SHOWN 2'-0' 3'-9' i LOCATE FIRST ANCHOR BOLT checked by Checker OF B"MINIMUM 112"MAXIMUM ANCHOR,SEE HOLD DOWN job no. 13054.06 FROM PLATE ENDS:SEE INFORMATION AND PROVIDE CONCRETE WALL.SEE SCHEDULE FOR SPACING O MINIMUM EMBED OF 10".PROVIDE data 091184020 FOUNDATION SECTION ON 53.01 2 BOLTS MIN.PER PLATE ADDITIONAL REINFORCING IN WALL FOR MORE INFORMATION BELOW PER TYPICAL DETAIL FLOOR FRAMING TO FOUNDATION WALL OMITTED FOR CLARITY. TYPICAL WOOD SHEAR WALL ELEVATION REINFORCED CONCRETE FOUNDATION WALL revisions: SEE PLAN FOR SIZE 8 LOCATION RETAINING WALL AT AREAWAY REBAR AT SHEAR WALL HOLD DOWNS WOOD SHEAR WALL ELEVATION N.T.S. N.T.S. 114"=I'-W RETAINING WALL SCHEDULE SIZE WOOD SHEAR WALL SCHEDULE MARK THICKNESS SOIL HEIGHT REMARKS RW3 t7 B'-10" SEE SECTION FOR REINFORCING WALL STUD (C)-STUDS OR SOLID (DJ-SIMPSON HOLD DOWN (H)•SIMPSON 1 11/238021 PER 50 SIZE AND (A)-MIN.PLYWOOD SHEATHING (B)-PLYWOOD NAILING POST@EA.END OF OR STRAP AT EA.END OF (E)-SIMPSON (F)"ANCHOR BOLTS (G)-SIMPSON RIM TIE BLOCKING/JOISTTIE data by MARK SPACING SHEATHING GRADE EDGE/INTERIOR WALL WALL ANCHOR BOLT SIZE SPACING SIZE SPACING SIZE SPACING SVIM 12.6 @ 16"O.C. 15/32"PLYWOOD BOTH STRUCTURAL-I 8d @ 6"EDGE 112" (3)2x6 or 6x6 HDUS.SDS2.5 718"DIA. 314•AS07,8' 12"O.C. LTP4 12"O.G. H2A 24'O.G. _ SIDES INTERIOR(1-318'PENET.) EMBED. RETAINING WALL FOOTING SCHEDULE ..- SIZE NOTES: MARK WIDTH THICKNESS REMARKS I IT#SET *4 RWF3 6'-9" 12" SEE SECTION FOR REINFORCING 1. PANEL JOINTS ON EITHER SIDE OF WALL SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. I 2. PANELS SHALL NOT BE LESS THAN 4'x 8',EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL " BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 3. NAILS SHALL BEAT LEAST 318'FROM THE PANEL EDGES. 4. REFER TO FRAMING PLANS FOR LENGTH AND LOCATION OF SHEAR WALL SEGMENTS. S. FO R WALLS LONGER THAN 6'-0",PROVIDE SIMPSON HOLD DOWNS AS NOT ED AT ENDS AND AT 6'-0"MAX INTERIOR SPACING. 1n( !•Y( C. WALLS NOTED AS SHEAR WALLS ON PLAN(SW-0)SHALL NOT BE CUT OR PENETRATED UNLESS APPROVED BY THE EOR. IYI A � V 2022 CONTRACTOR SHALL COORDINATE ALL PLUMBING,MECHANICAL,HVAC.ELECTRICAL,ETC.,ACCORDINGLY. 7. WOOD SHEAR WALL FRAMING ELEMENTS TO BE DOUG FIR NO.2OR BETTER. S HED LES Southold Town Board of Trustees .01 SILMAN#19561 JNTER-50ENCE RESEARCH ASSOCIATES, INC, POST OFFICE BOX 1201 •36 NUGENT STREET•SOUTHAMPTON,NEW YORK 11969-1201 631-283-5958• FAX:631-283-5974 www inter-science,nec March 3, 2022 -Via E-Mail Only- D E C " E Glenn Goldsmith, President MAR _ 3 Board of Town Trustees Town of Southold,Town Hall Annex 54375 Route 25,P.O. Box 1179 old Town Trustees Southold,New York 11971 Board of ATTENTION: Diane DiSalvo, Office Assistant Re: Domeluca II LLC Dear Mr. Goldsmith: Per the e-mail from Diane DiSalvo,the following notes are provided: RESOLVED,that the Board of Trustees approve the application of Domeluca II,LLC to demolish existing barn and shed,construct new single family residence with an overall footprint of 27'-2"x57'-5"; 20'-8'/2"x 75'-8" patio and a second 26'-1'/2"x32'-0" patio running east; and, the proposed driveway does extend into the 100 foot setback; the proposed driveway is, however,located within the footprint of the existing driveway; with the condition of the installation of an Innovative/Alternative Wastewater Treatment System and that the lower fence is removed two (2)years after installation and after the establishment of vegetation; and as depicted on the site plan prepared by Stephen Stimson, Landscape Architect received on March 3,2022 and stamped approved on -------- Please review the above and let me know if anything further is needed for the town administrative amendment to Wetland Permit#9863. PROVIDING ENVIRONMENTAL iLP.NNi(4G.ii ES€GSI X REGULATORY PER'-ilTTING SERVICES r , Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. tes `" fy-submitted, Taalker lanner JLW: jlw Copy: Dale Szabo,Dowbuilt INT d CIC INTERSCIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 • 36 NUGENT STREET•SOUTHAMPTON,NEW YORK 11969-1201 • 631-283-5958 • FAX:631-283-5974 www.inter-science.net March 3, 2022 -Via Hand Delivery- G E! M E Glenn Goldsmith, President MAR •,3 2W Board of Town Trustees Town of Southold, Town Hall Annex Sault WTOM 54375 Route 25, P.O. Box 1179 Board ofTrwtees Southold,New York 11971 ATTENTION: Elizabeth Cantrell, Senior Office Assistant Re: Domeluca II LLC Dear Mr. Goldsmith: Per the attached e-mail from Elizabeth Cantrell,please consider this letter a formal request for an Administrative Amendment to Wetland Permit#9863 for the following changes: 1. Proposed Pool House 1,552 S.F. 2. Demolish 1,782 S.F. Barn and 3 Sheds 378 S.F. The revised survey is enclosed as is the revised architectural,landscaping and structural plan set as previously submitted fot eh Building Permit amendment. This office had previously submitted the check for$50.00 on January 18, 2022. Please let me know if you need additional fees. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Res ectfully submitted, J es L. Walker Principal Planner JLW: jlw Enclosures Copy: Dale Szabo, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES t r , INTER-5CIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 11969-1201 631-283-5958 • FAX:631-283-5974 www.inter-science.net January 18, 2022 -Via Regular Mail/E-Mail- D E E 8 VE Glenn Goldsmith, President Board of Town Trustees MAO — 3 2022 Town of Southold, Town Hall Annex 54375 Route 25,P.O. Box 1179 Southold Town Southold,New York 11971 Board of Trustees ATTENTION: Elizabeth Cantrell, Sr. Clerk Typist Re: Domeluca II LLC Dear Mr. Goldsmith: The project sponsor has decided to eliminate the swimming pool from the approved project. Plans and support materials have been submitted to the Building Department. Nancy Dwyer has advised the Board of Town Trustees permit also needs to be modified. I have enclosed copies of the plans for consideration by the board. Check for$50.00 has been enclosed;please note survey is being revised and will be sent to you as soon as it is finished. Please review and let me know what else is needed to eliminate the swimming pool from the project. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, J mes L. Walker ' P incipal Planner JLW: jlw Enclosures Copy: Dale Szabo, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES a r -Ni -ir E. rk-saENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 • 36 NUGENT STREET•SOUTHAMPTON,NEW YORK 11969-1201 • 631-283-5958 • FAX:631-283-5974 www.inter-science.net February 9,2022 -Via Regular Mail/E-Mail- Glenn Goldsmith, President Board of Town Trustees Town of Southold, Town Hall Annex 54375 Route 25,P.O. Box 1179 Southold,New York 11971 ATTENTION: Elizabeth Cantrell, Sr. Clerk Typist Re: Domeluca II LLC Dear Mr. Goldsmith: The project sponsor has decided to eliminate the swimming pool from the approved project. Plans and support materials have been submitted to the Building Department. Nancy Dwyer has advised the Board of Town Trustees permit also needs to be modified. I had submitted architectural plans to your attention January 19,2022. I have enclosed the surveys herein. Please review and let me know what else is needed to eliminate the swimming pool from the project. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, James L. Walker Principal Planner JLW: jlw Enclosures Copy: Dale Szabo, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN F: REGULATORY PERMITTING SERVICES S.C.T.M. DIST; 1000 SEC: 23 BLK: 1 LOT(S): 2.10 ARCA Y K 2013 1462.00.41»� n, gyp. MEAN MCH WATER UNE 187.6 nal Lar K 6 e 'J 0 LLARM VC 201t0ocAfED ca 346 ARV y o tF1LMR +0 � w 7Pr A 70 2t r a:q` nw lar Arae +ego 3y nw DAM POND to � LAND N/�' � � � It1117tllr er P ere+•..»M lIQ TOWN OF SOLRMOLD :lp CO le � CO eoNL � lz�wc+l W t� to w 940 LOT COVERAGE � UPLAND LOT AREA 112,200 S.F. �O 12.2'FRM. xwwl[74T t11 SCD "tu/Wff r��' EXISTING BARN: 1782 S.F. �'752,5'rRM. P. rl EXISTING (3) SHEDS: 378 S.F. EMRN: ..."� A»•w [y,Q PROPOSED POOL HOUSE: 1552 S.F. 4' w rn. 4 16.1 prwrsm S 70TAL PROPOSED COVERAGE: 3712 S.F. or 3.39: mO •w»w.0 A am A1m ieX Over N WELL P vock most MR �• ,� OYE4.R Aff OF ,rL.en..o as on,caw oo` aoNB 1 er or-to,su7,wrs aaX M,sols jp eouNaRY tAy••• `� �' �s'1�. P6uL r 9� ro JP�ir pow /JTERnDAL Mft WMA"SOUNNfty AS onrlrm - �0• '�ldt $7 1 MARSH AREA rl CN-COIAULrMRS OEC A 7013 - i 198.qp• r P. MEAN HCH WATER LME 3'ry`�9'�, ,�8• 1_` INTERTIM Mon MARSH AREA . ✓�/ ,--- r-- .—� ,—-- ,--- ,—/ ,—/ �• ,---- r zz3 3r0• LAND N/F �r��•o. r DAM ON Dr ° P POND h' P7YELVCA a LLC 63 s3• � �N ra P Z, TOWN Or SOUTHOID i- S�� SM"ON Cb 0 145.52' o WMMDS WP/724S" --_oo• r—� �-- i----' �� �—� �' �---' .---� r—� r—' �---� �� �---r 13$!3 0 NS�pa•5p"E T v. - o5 .----� u.P. .it ROAD 50.00 1v1Ax,(S.R. 25) RAMP.ear y ,•t MARSH AM nD " EIVE of 7 nI�AR -. 3 2022 82 45• Southold Town Board of Trustees x•47. �/ �•'—� /'•'--/ MEAN MCH WATER:.ME �58 /NE WATER PAIR r NEU.Si DAYMW MID CESSOM t1kS,e3�•4' (� ELEVATION DATUM: NAVA 1988 LDCAAM SHOM7 ARE FROM rdW Cq$ERYADANS RO�Y AND OR DATA DarAMEO PROM mD1f77S Y_ MA071*=ALrEnA ROV OR AM"Ckv YO rwS"WY IS A VMA MN ar WCVM ncis'ag PK'=MW SrA7E WMAnoK V LAC0'WS or rwS SUP/Er N68'S 1.02»E MARSH AGFA NAP Aar erAmne nae LAAO SWWYORS E160SSED SrAt SHALL Nor fir CC%r O RW TO RE A VALO IRK Corr, GUARAN7EES POCAPEV Ae7•EM SHALL RUN L ONLY 7o aC PE4SM PLR NACAL 77C SURVEY LS PRMARM Mao ON FRS eE"r 717 DC RME COAMANY,000%N TAL AMNCY Alm LE.A1UW XSnPUnOv 7 4sPE'O LCRLOv,AMD to PC AS;Som or THE LETmm memurA]v,wARANIEES ARE Har 7RANSrE'RAxr 1 103.10' `SR' n#OFF3M OR 0ANSOn SNONN NE77EON!Ralf PC PRLpO77Y LBWS 70 171E SIRWnWS ARE FOR A SPrVM PIA4POSE AAD USE n£RfTVW NVY ARE Aar 7VPrK"70 tlP R*WT PAC MOuC L7Y Lr✓LS OR M RADE W EWCMW Or PU4=A&PONAL SnMCRAws OR AAO OMER a1PRON NEMM EAMAXW15 ` ---- 0t� A�1►E�` AAO/oR SUDAA4F•ACE SIRUCnAWS WOORD O OR LI'R7FCaWW ARE NOr GUARAN410 I0rE53 PHYSICALLY EW MT ON 1W PRILISrS Ar nor;w Or"wr cp w� �ae50 cE P SURVEY Or:DESCROW PROPERTY CERTIFIED TO: DOMELUCA 11 LLC: LAND N/r ^z0 $ MAP OF. Or �' `� ROES: BROWN, hULSE. KALA R 00KIA `A ADD UPDATED TOPO AROUND POOL HOUSE 01-28-22 BTIrATW AT:EAST MA;WN ADD 30' BUFFER & DEER FENCE 05-02-21 70m OP'SOUTHOLD EENNET'11.11 WOYCMX LAND SURVEYING, PI.LC REVISED 12-28-20 SUFFOLK COUNTY, NEW YORK Professional Lend SurvWng and DeNiSn UPDATED 10-15-20Llys � i /J P.O. Bo: 153 Aquebnue. New York 11931 F1.E f 15-61 57CAtE:1-�fi0' DATE:APRIL J. ZO7$ ' �� FWR(031)!+0-2600 VAX(0.71)"N-1066 N.Y.S.USG NO. 0-10M w.wA+Wt lY•••.+ r Na-A L N-rq 6 T—ft IL>rqd.! i Glenn Godnith, President ���SUFFnc �Cp� Towrr'Hall Annex A Nicholas Krup��i, Vice-President „ 54575 Route 25 Eric Sepenoski o ` P.O. Box 1179 Liz Gillooly o Southold, NY 11971 Elizabeth Peeples A4Ip� �.a Telephone p(631) 765-66416765-1892 Fa BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: /'WGtrf14 *22,f1IA*. Completed in field by: Inter-Science Research Associates, Inc., on behalf of DOMELUCA II, LLC requests an Administrative Amendment to Wetland Permit#9863 to demolish existing barn and shed, construct new single family residence with an overall footprint of 27'-2"x57'-5"; 20'-8'/"x 75'-8" patio and a second 26'-1 Y2"x32'-0" patio running east; the proposed driveway does extend into the 100 foot setback; the proposed driveway is, however, located within the footprint of the existing driveway; with the condition of the installation of an Innovative/Alternative Wastewater Treatment System and that the lower fence is removed two (2) years after installation and after the establishment of vegetation. Located: 14895 Route 25, East Marion. SCTM#: 1000-23-1-2.10 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N i Ch. 275 X Ch. 111 SEQRA Type: I II. Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wet,. l� Coastal Erosion Emergency Violation Non-Jurisdictiori Survey 5 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consulta'nt/application completeness/comments/standards: ' Li Fit` o 8 % Y 7Y; 8 i G�rd� a- WW� 04ltri " I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: E. Peeples L. Gillooly G. Goldsmith N. Krupski E. Sepenoski Other Glenn Goldsmith, President q SO(/rTown Hall Annex A. Nicholas Krupski,Vice President ,`O ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer IIIi[ [ Southold,New York 11971 Michael J.Domino G Telephone(631) 765-1892 Greg Williams �0 �� Fax(631) 765-6641 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, laay-bale line/silt-boom/silt curtain 1St day of construction- Y2 constructed X When project complete, call for compliance inspection; -0- IGS-17-1 all BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9863 DATE: APRIL 14,2021 ISSUED TO: DOMELUCA II,LLC PROPERTY ADDRESS: 14895 ROUTE 25,EAST MARION SCTM#1000-23-1-2.10 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 14, 2021, and in consideration of application fee in the sum of$250.00 paid by Domeluca 11, LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing barn and sheds; construct new single family residence with an overall footprint of 26'9"x63'0"; a 3919V21'x63'01'terrace including approximately 18'0"x3O'O" interior space; a second 26'91/2"x241211 terrace running east; a 25'0"xl9'0"terrace including approximately 16'0"x2O'O"interior space running south from the main single family dwelling; proposed 18'2"x82'0" swimming pool; and the proposed driveway does extend into the 100 foot setback; the proposed driveway is,however,located within the footprint of the existing driveway;with the condition of the installation of an Inn ovative/Alternative Wastewater Treatment System and that the lower fence is removed two(2) years after installation and after the establishment of vegetation; and as depicted on the site plan prepared by Stephen Stimson,Landscape Architect,received on April 12,2021 and stamped approved on April 14,2021. 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 14th day of April,202 1. 0 S%3f F01 IWAAkl�X� co V -'N TERMS AND CONDITIONS The Permittee Domeluca II, LLC, residing at 14895 Route 25, East Marion,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 24 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. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. 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. 10. 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. Glenn Goldsmith,President �QF S0(/TTown Hall Annex A.Nicholas Krupski,Vice President ,`O� ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III [ Southold,New York 11971 Michael J.Domino G @ Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 olyIrou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 19, 2021 James L. Walker Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969-1201 RE: DOMELUCA II, LLC 14895 ROUTE 25, EAST MARION SCTM# 1000-23-1-2.10 Dear Mr. Walker: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 14, 2021 regarding` the'above matter: WHEREAS, Inter-Science Research Associates, Inc. on behalf of DOMELUCA II, LLC 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 October 28, 2020, 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 March 18, 2021 and April 14, 2021, 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 DOMELUCA II, LLC to demolish existing barn and sheds; construct new single family residence with an overall footprint of 26'9"x63'0"; a 39'9%2"x63'0" terrace including approximately 181'0"x30'0" interior space; a second 26'9'/2"x24'2" terrace running east; a 25'0"x19'0" terrace including approximately 16'0"x20'0" interior space running south from the main single family dwelling; proposed 18'2"x82'0" swimming pool; and the proposed driveway does extend into the 100 foot setback; the proposed driveway is, however, located within'the footprint of the existing driveway; with the condition of the installation of an Innovative/Alternative Wastewater Treatment System and that the lower fence is removed two (2) years after installation and after,the establishment"of vegetation; and as depicted on the site plan prepared by Stephen Stimson, Landscape Architect, received on April 12, 2021 and stamped approved on April 14, 2021. Permit to construct and complete project will expire two 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.) 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"�,.,o i-, I { `+' -- - - \ / y. _ . --r, .\ ,I-' ;-;`" '� _ \ " , I� , `\ \ \\ / -/, +o °n / `,!' , \\ `,, > ,rte, I i' 1 f-- Ti^ \',, l-,., \ + r .,�\ I \ / A / / , / - , _ -. ., + _ -.F , `.,>/.\. _ e _ i i - - ✓ / --- --" -- '---'-- ----_ - - -- -- v l/ \ \ \ F / ,.c"' - - �, 7 ` I ` - I �, _ r.��= r�lh l!P �! 17.0 "� 4- /: - ,, I,t ;TI` ,I\` l.�,i \ �,=' 3�-` p I '9 NIeM l r t ' �' fr ,,. J' ,.� ' M ` , f /J ' _- -Ly - - __ /- %.°- \ -'l1VC - 11 f' 7. Q7,) .i , /, �� ,- ,.y}�_' , , I \J Y /i'I' \ �. +' J1 \ `h S \� � ., \�', _ \. .�^ \, ' - :\ _\•. << �\ , \I R 6"" �,Il� 1, _ - _ ,, \ 11NI r e � �/• , ,/ MJ - _ c ^�F �) �_, I , i I It --� / I".'I ._ i \ \ � _. . \ \ - ay�ty�� ,� I,I�r� �✓ , l ,\-,, ,¢+ ` \\, -\ I _ I.�"7 n' +,, _ . - \ =:]ZI6 Pt PPP iiI e= I / \'. �\ I,!> \, J , i % 4 r\`\' 30 011 R 'S viz ' , , / +� �. I r -` - I - � - } cT. "f..9' - \\il" --- \ - I~ . 1 ` - c. .,. d`/z, / . I / I fl, + «r :, « ,« �. an ''r �^'`r ---------------- --------- -------- -- --I --- L' Ems- __1 -'' ® / L� LI F1 v.. , / / /� -\',^! ._� ------- -- '- -- - -- " ;, L n , , / / \ z ; r, + ., ' r-_. -_. - I 'd r ,. :X' / '`Y f, \ rill I ` , t 11� e ; CONSTRUCTION SILT, -, - �, _ - � _ I , �, +°------------ ,SBI 1u. \ / , . �.`y , I I E,TYP I I "" I �' i / , \' i.2'\ :l. �' L _ I',`I J''\I \c I I;• \ ',\ -\' \, z/" .�} I _ - - I J'/ a I �) I _ \ :I I` / /'. . - '11, ` -, _ \I,,\\ ', _ C\ f_ T" r. r 'f - 1 /r ,�'�\L _ r,. , !` \ \ `\ \� \+- \'-` - .;,� _ I - - C" I li"I "\' \,'� I -J - - ---J _.- �° �I, r\\ Q' '/� _ .z 7 - ' ' ---_`•- /' ,. - _ x \,\ \ \ �.', - -- -- --- -, l'�� I i ( I L )c ,, - - - Glenn Goldsmith, President ��gUFFO(�C0 hyo Gy Town Hall Annex A Nicholas Krupski, Vice-President o 54375 Route 25 John M. Bredemeyer, III �o ® P.O. Box 1179 Michael J. Domino Southold, NY 11971 Greg Williams �a Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: DOMELUCA II, LLC c/o INTER-SCIENCE Please be advised that your application dated October 28, 2020 has been reviewed by this Board at the regular meeting of April 14, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line 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.) 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: $ 50.00 � Za�i$` BY: Glenn Goldsmith, President Board of Trustees INTER- ,,5CIENCE RESEARCH ASSOCIATES, INC POST OFFICE BOX 1201 • 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 1 1969-1201 631-283-5958 • FAX 631-283-5974 www.inter-science net April 12, 2021 -Via E-Mail/Hand Delivery with 4 Plan Sets - �'t V Glenn Goldsmith, President r Board of Town Trustees Town of Southold, Town Hall Annex APR 12 208 54375 Route 25, P.O. Box 1179 Southold,New York 11971 Seuthold Town ATTENTION: Diane DiSalvo Bard of Trustees Re: Domeluca II LLC Dear Mr. Goldsmith: Enclosed please find the plans revised to meet the town directives. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. fResfully submitted, . Walker l Planner JLW: jlw Enclosures Copy: Dale Szabo, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES INTERSCIENCE RESEARCH ASSOCIATES, INC I POST OFFICE BOX 1201 • 36 NUGENT STREET • SOUTHAMPTON,NEW YORK 11969-1201 631-283-5958 - FAX.631-283-5974 www inter-science net April 26, 2021 -Via E-Mail/Regular Mail With Check- Glenn Goldsmith, President Ec r ------� Board of Town Trustees = Town of Southold Town Hall Annex �'-- 54375 Route 25, P.O. Box 1179 APR 2 8 2021 Southold,New York 11971 ATTENTION: Diane DiSalvo South-_ Town Board of if Tustucs Re: Domeluca II LLC Dear Mr. Goldsmith: Enclosed please find the check needed for final inspection. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, C�� tncipail lker nner JLW: jlw Enclosures Copy: Dale Szabo, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES INTERSCIENCE RESEARCH ASSOCIATES, INC POST OFFICE BOX 1201 • 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 11969-1201 - 631-283-5958 • FAX 631-283-5974 www inter-science.net March 22, 2021 -Via E-Mail/Regular Mail with 4 Plan Sets - Glenn Goldsmith, President -2 2 n� Board of Town Trustees E D C is 0 l� Town of Southold, Town Hall Annex 54375 Route 25, P.O. Box 1179 VAR 2 5 202f Southold,New York 11971 ATTENTION: Diane DiSalvo Southold Town Re: Domeluca II LLC Board of Trustees Dear Mr. Goldsmith: Enclosed please find the plans revised to meet the town directives. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter._ Re ectfully submitted, J es L. 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DO NOT START CONSTRUCTION WITHOUT A STEPHEN STIMSON, LANDSCAPE ARCHITECT OLSON KUNDIG R P MILLER DOW BUILT 4 09.29.2020 SEALED SET OF CONSTRUCTION DOCUMENTS. p COPYRIGHT. STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC. 140 9 5 MAIN ROAD EAST MARION , N Y 119 3 9 D RAW N BY ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART,IS 288 NORFOLK STREET 2 MOUNTAIN ROAD 159 S JACKSON ST #600 35 E 10TH ST 8B 253 36TH ST. SUITE 8313 5 PERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHEN CAMBRIDGE, MA 02139 PRINCETON, MA 01541 SEATTLE, WA 98104 NEW YORK, NY 10003 BROOKLYN, NY 11232 SCTM: 1000-23-1-2.8 6 STIMSON STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC. 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I - �-.r " / --- \� -, 1� 11 I I -- - , �, i j I . - - � I -- � �>,-'\"\71-��x , - -- r I I I - -�-� -* LANDSCAPE ARCHITECT ARCHITECT DESIGNER ISSUE DATE DESCRIPTION SCALE 1 02.24.2021 REVISED I"=3 0'-0" PRELIMINARY: NOT FOR CONSTRUCTION STIMSON 2 S I T E P L A N THIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT N 0 R T H F 0 R K R E S I D E N C E 3 DATE INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF C04STRUCTION DOCUMENTS. STEPHEN STIMSON, LANDSCAPE ARCHITECT , OLSON KUNDIG R P MILLER DOW BUILT 4 09.29.2020 x I 11- ) '' ,\ , I --------------- -4 I ,- 14 � LO�J,== -- L�;11 I - , AF � I� &11 O !-- , "' , , ` I -ji,?0`1111", 's L, 1\\\-, 1x1 \\\\ \'-, COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC. 14895 MAIN ROAD EAST MARION , NY 11939 DRAWN BY ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART,IS 288 NORFOLK STREET 2 MOUNTAIN ROAD 159 S JACKSON ST #600 35 E 10TH ST 8B 253 36TH ST. SUITE B313 5 PERMITTED WITHOUT EXPRESS WRITTI N AUTHORIZATION FROM STEPHEN SEATTLE, WA 98104 NEW YORK, NY 10003 BROOKLYN, NY 11232 SCTM: 1000-23-1-2.8 STIMSON IS S t, ST M ON ASSOCIATE LANDSCAPE AR,HITECTS, INC. CAMBRIDGE, MA 02139 PRINCETON, MA 01541 6 T 617 876 8960 T 978 464 5200 T 206 624 5670 T 646 478 8201 T 347 732 2621 7 REVIEWED BY P E R M I T T I N G L I . 0 STIMSONSTUDIO.COM 8 SS I I Glenn Goldsmith, P,,- pt StFF0jjj �0 Town Hall Annex A.Nicholas Krupski,Vice rresident a�0 �y 54375 Route 25 John M. Bredemeyer III N = P.O.Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams 4.1 �aTelephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Mohj i jd Completed in field by: Inter-Science Research Associates, Inc. on behalf of DOMELUCA II, LLC requests a Wetland Permit to demolish existing barn and sheds; construct new single family residence with an overall footprint of 26'9"x63'0"; a 39'9'/"x63'0" terrace including approximately 18'0"x30'0" interior space; a second 26'9'/2"x24'2" terrace running east; a 25'0"x19'0" terrace including approximately 16'0"x20'0" interior space running south from the main single family dwelling; proposed 18'2"x82'0" swimming pool; and the proposed driveway does extend into the 100 foot setback; the proposed driveway is, however, located within the footprint of the existing driveway. Located: 14895 Route 25, East Marion. SCTM# 1000-23-1-2.10 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: �e- C'P s S i 6y- I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J/J. Bredemeyer //M. Domino \/G. Goldsmith ✓ N. Krupski JG. Williams Other INTER,- ,5CIENCE RESEARCH ASSOCIATES, INC POST OFFICE BOX 1201 - 36 NUGENT STREET • SOUTHAMPTON,NEW YORK 11969-1201 • 631-283-5958 • FAX-631-283-5974 www.inter-science net March 5, 2021 -Via E-Mail/Regular Mail with 4 Plan Sets - Glenn Goldsmith, President Board of Town Trustees r� u" --- � Town of Southold, Town Hall Annex DD� 54375 Route 25, P.O. Box 1179 Southold,New York 11971 LD� ATTENTION: Diane DiSalvo MAR - 8 2021 Re: Domeluca II LLC Sout9 yid Tovin Baard of Trustees Dear Mr. Goldsmith: Enclosed please find the revised landscape architectural plans for this project. The plans have been revised to show a typical Section at Bluff. This plan revision was made at the directive of the board. Please review the plan revisions and let me know if anything else is needed for the town approval of this project. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, e tincipail'Planner alker JLW: jlw Enclosures Copy: Dale Szabo, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES INTERSCIENCE RESEARCH ASSOCIATES, INC POST OFFICE BOX 1201 36 NUGENT STREET • SOUTHAMPTON,NEW YORK 11969-1201 • 631-283-5958 • FAX 631-283-5974 www.inter-science.net February 25, 2021 -Via E-Mail/Regular Mail with 4 Plan Sets - Michael J. Domino, President7r- LES Board of Town Trustees IlQ, Town of Southold, Town Hall Annex 54375 Route 25,P.O. Box 1179 MAR — 2 203 Southold,New York 11971 ATTENTION: Diane DiSalvo S001110id Town Re: Domeluea II LLC Soar of husfees Dear Mr. Domino: Enclosed please find the revised landscape architectural plans for this project. The plans have been revised to show an increase of buffer from 15 feet non-turf buffer to 30 feet total non-disturbance buffer. The plans also show compliance with the town directive regarding driveway elevation and construction details. Please review these plans and let me know if any additional materials are needed for approval of this project. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, Jes L. Walker P incipal Planner JLW: jlw Enclosures Copy: Dale Szabo, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES ,- - - - - - ,- -- - - -_ - - - -- --- - - - - - -" - - - \ '/R/°}r�(`I / .1 t 0 / � `�. // ice./< / ' -� '+ - '1 d %fir`�<<- `--�- j � ; ' I�l �n (i 5 A �., yA i e K'" ./ �L '1� t - - I---------------I -----1 , � ,�`` _ - D� I - , ' P 1�,�'« / `� ' - i'\ - ' H' ", I� !: _ 1-1 I 1� a- \ 3�1-s e-' -I ,�, j _ - - '1 _ �, ��.9 tJ t ' L i S "b, /--' ii T l i \ rte` \\\,'�.,-s _ / _�_ - ------ liey 'd �/ ,i--- 11 s�r� \- —_ -1 - - - -' 11 rr � -- {} - -- // - - , t- _ i 4 _------ - -T �� r l . --- \ __-- - i 'fit `, -- I �."6a \ _ --- - I «1_ �, \_` / 111 i , _ _ _ _ - _ _ - ---------- ---- -- --------- \� -I , - _ _ _ _ \ /� I - -1 _ " - - --- - - -- - -- ---- _-- R:- - -- - -- - _ - - C: J\ r -- ' - - - --- - - - -- ! - - - - -J f / .� �� -- -- -� `- ---- -112 V : - ,�\. ,`,�/ _ -- ---- - --- - �-- - -_ - rl( / ' - -- -- - - 6 - k - -------------- -------- - - - _ �' / - �, - \ _ - .. --. 1 - -_ Lj�- - - -- - -- ---- I e, ---- re. ! --- ---- J — - - 14 i _ / 18 �) „ - ---- e - - .a- -, - " _ - �"__, - _ -- --- \, ,"� Y _, - * - - > _ _ - _ - s. - - -_- _- - - - -- -- ---a a - .� 4 I 4' DEER FENCING 4'DEER FENCING t�4 f - ' �` �'° _ 1 _ �, _ / /. - _ - - � ' ;��, � _�, I - /-` .l•y"f\= \ f !\ �l \\ _ __-_ _ ___-__ _____ _~�, /` C- \' \ G- \\ 4; r'� _ \ 1i;_ / \ _;` v, �� �, \ ' --� _- . ! \___-- �. . tel E� . 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", I , ,�� J'�� ;11 L� �s z `--`'---,I1 �I� / / l l!; r ' T \ j%� - L - - i -- -- I , \ i ! - I" . ', r , � p Q t�J /t� \ „ - 1 I- , '•: , 1 \ '1 d'�� / %' v R 8 2021 - T - r fr \, - t, \ ,'✓ / T r n \ �' 'L �, • , - • - -'-ti-1. T+\ � I1 I �\ r` rl Ir1A - p 4 p\ 0 115 13�O 60 ft0 , r, , / , \ 11\ / ,j I I _ �) 'r I, � I' I ( ,} - 11 -- -- \ % -- , - __ _ — __/ _ - /; AREA OF DISTURBANCE TO BE SEEDED / - "I I , , / -- WITH i - `, �� S / - - - NATIVECOASTAL GRA S SEED MIX TYP - -- -- I , I - -- LANDSCAPE ARCHITECT ARCHITECT DESIGNER CONTRACTOR ISSUE DATE DESCRIPTION SCALE 1 02.24.2021 REVISED 1"=30'-0" PRELIMINARY: NOT FOR CONSTRUCTION STIMSON 2 SITE PLAN THIS DRAWING IS FOR INFORMATIONAL PURPOSE': ONLY AND IS NOT N 0 R T H F 0 R K RESIDENCE 3 DATE INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A STEPHEN STIMSON, LANDSCAPE ARCHITECT OLSON KUNDIG R P MILLER DOW BUILT 4 09,29.2020 SEALED SET Of CONSTRUCTION DOCUMENTS. COPYRIGHT, STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS. INC. 1 4 S 9 5 MAIN ROAD EAST MARION , N Y 119 3 9 5 DRAWN BY ALL RIGHTS RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART,IS 288 NORFOLK STREET Z MOUNTAIN ROAD 159 S JACKSON ST #600 35 E 10TH ST 8B 253 36TH ST. SUITE 8313 PERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHEN CAMBRIDGE, MA 02139 PRINCETON, MA 01541 SEATTLE, WA 98104 NEW YORK, NY 10003 BROOKLYN, NY 11232 SCTM : 1000-23-1-2.8 STIMSON STIMSON ASSOCIATES LANDSCAPE ARCHITECTS, INC. 6 L 1 ■ 0 T 617 876 8960 T 978 464 5200 T 206 624 5610 T 646 478 8201 T 347 732 2621 7 REVIEWED BY P E R M I T T I N G STIMSONSTUDIO.COM 8 SS Maim Diane From: Bredemeyer,John Sent: Wednesday, February 17, 2021 10:45 AM To: Inter-Science, Inc. Cc: DiSalvo, Diane; Cantrell, Elizabeth; Goldsmith, Glenn; Krupski, Nick; Michael Domino; Williams, Greg Subject: RE: Domeluca II LLC Attachments: Domeluca2-17-21.docx Good morning Mr. Walker, As per our recent phone conversation, attached please find my list of items to facilitate Board discussion at this evening's work session. Thank you for your assistance in this matter. If you have any questions before the meeting, I can be reached at 631-790-8063 (C) Sincerely, John Bredemeyer From: Inter-Science, Inc. [interscience@optonline.net] Sent: Tuesday, February 16, 20218:40 AM To: DiSalvo, Diane Cc: Bredemeyer, John Subject: Domeluca II LLC Diane, Per my telephone conversation with John Bredemeyer, please consider this e-mail formal notice that this office will attend the Work Session in lieu of proceeding with the public hearing aspect of the application. Let me know if you need anything further in this regard. I will intend to attend the Zoom meeting at 5:00 p.m. and will look for the link on the town website. Thank you for all of your assistance to date. James L.Walker, Principal Planner INTER-SCIENCE RESEARCH ASSOCIATES, INC. Providing Environmental Planning,Design&Regulatory Permitting Services PO Box 1201•36 Nugent Street Southampton,NY 11969-1201 P:(631)283-5958•F•(631)283-5974 mterscience(2coptonlme net Confidential E-mail: Please alert sender and delete e-mail if you are not the intended recipient. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 E C E � V E To: Mr. James L. Walker, Principal Planner FEB 17 2021 From: John Bredemeyer, Southold Trustee R Re: Domeluca Project, Main Rd, Orient Southold Town Board of Trustees In furtherance of our discussion yesterday, 2/16/21 and having reviewed the plans of the prior expired Southold Town Wetland Permit, I wanted to elaborate the Board's concerns from our February 9, 2021 field inspection, which all members attended, incorporate the concerns of the LWRP Coordinator and add some thoughts have which I believe are consistent with the Board's current best practices in order to facilitate work session discussion scheduled for tonight February 17, 2021. 1 will have both files for Board review. This in tandem with the purported generous budget of $500,000. for Privet removal and landscaping I offer the following for your and Board consideration: LWRP CONCERNS: LWRP Coordinator, Mark Terry, requested that the prior permits' "Non- Disturbance Buffer" (NDB) be included on this current plan. Since the prior expired permit plan did not result in the C&R being filed, and the modifications the Board seeks now may substantially amend the prior plan, it may be wise to establish a new NDB under the current application for subsequent filing if/when a permit is authorized. The prior permits' condition of a NDB waterward of the silt fence may be confusing. Quite possibly two silt fences may be in order for this application. One meeting the needs of the house construction in the immediate area of soils disturbance in the construction zone and a second one, possibly at or near the topographical crest of the bluff, to effect protect the pond during privet removal and restoration of native vegetation. TRUSTEE CONCERNS from the February 9, 2021 Field Inspection: Relying on the project plan, and walking the property, the Board generally considered that a portion of the proposed "Non-Turf Buffer" (NTB) of at least 10'-15', possibly its entirety, be converted to NDB and that an additional 10'-15' of NTB be added landward. Project Plans in Light of Current Best Practices: The Board has been experiencing permit compliance difficulties where NDB's are being manicured by landscapers and end up diminished and or merged with NTB's. As a consequence, we, as a rule, have been requesting that a low-profile barrier, that will not unduly fragment habitat, such as a split rail fence or liberally spaced small rocks be installed at the landward edge of the Non-Disturbance Buffer and or Non-Turf Buffer or both. On a number of projects, the Board has considered splitting the house/pool/sanitary "upland" component under a singular wetland permit, with a separate wetland permit application for extensive plantings being subsequently applied for. Specific Concerns: Subject to additional discussion and consideration are some thoughts I have in reviewing the plans: 1) Clarification of the extent of the driveway and any associated paths and their construction, size and materials, of the final-finished project should be elaborated upon. 2) As it appears that there are two pre-existing access points to Dam Pond that seem reasonable given the scope of the project, one to a dock the permit status of which is in question, the other on the West side of the property, it is desirable that each be prominently worked into the project plan, with consideration of incorporating a "Thru-Flo" style fixed dock, consistent with others recently permitted on Dam F %l int e wetland permit application, to replace the existing, Dng willlans for bank stabilization with Coir Logs/native soils/rip- 2021 Southold Town Board of Trustees wrap consistent with the soil types/materials existing on these approaches to the pond. 3) The proposed and prior buffers, with their very varied undulating curvature following the natural land form, will provide a haven for massive deer predation and loss of much of the proposed plantings, even those considered deer resistant under the USDA plant listing. As an Orient resident I can attest to this problem. My 1.7 acre property just outside the village has had as many as 34 deer on it at one time, now fully fenced. Given the very substantial monetary allotment for privet removal and native plant restoration, temporary and possibly permanent deer fencing to protect the plantings should be seriously considered. 4) Privet removal plans should be detailed in the narrative, including wicking with glyphosate. 5) Any other concerns the Board my request at the work session. D E C E � W# E 1 FE0 1 7 20 21 Southold Town Board of Trustees omeluca II,LLC 14895 Route 25,East Marion M#: 1000-23-1-2.10 2/9/21 AMA Ile �R µ � • � Y9 ' • +� jF+ il�ii�'r�'""'44 1 s �J B - 1 _ y 14' Ow—:" `+ DiSalvo, Diane From: Inter-Science, Inc. <interscience@optonline.net> Sent: Tuesday, February 16, 2021 8:41 AM To: DiSalvo, Diane Cc: Bredemeyer, John Subject: Domeluca II LLC Diane, Per my telephone conversation with John Bredemeyer, please consider this e-mail formal notice that this office will attend the Work Session in lieu of proceeding with the public hearing aspect of the application. Let me know if you need anything further in this regard. I will intend to attend the Zoom meeting at 5:00 p.m. and will look for the link on the town website. Thank you for all of your assistance to date. James L. Walker, Principal Planner INTER-SCIENCE RESEARCH ASSOCIATES, INC. Providing Environmental Planning,Design&Regulatory Permitting Services PO Box 1201•36 Nugent Street Southampton,NY 11969-1201 P:(631)283-5958•F:(631)283-5974 pnturs6macnce�,���,ts�nl�rae r'�:tl, Confidential E-mail: Please alert sender and delete e-mail if you are not the intended recipient. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. E C E I V E_ FEB 16 MI Southold Town Board of Trustees i Glenn Goldsmith, ient o�0S1lFF�( `v . Town Hall Annex A.Nicholas Krupski,dice t'resident �� Gta 54375 Route 25 John M. Bredemeyer III y P.O.Box 1179 Michael J. Domino Southold,NV 11971 Greg Williams � p! Telephone(631)765-1892 �Ol Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �� " Completed in field by: Inter-Science Research Associates, Inc. on behalf of DOMELUCA II, LLC requests a Wetland Permit to demolish existing barn and sheds; construct new single family residence with an overall footprint of 26'9"x63'0"; a 39'9Y2"x63'0" terrace including approximately 18'0"x30'0" interior space; a second 26'9Y2"x24'2" terrace running east; a 25'0"x19'0" terrace including approximately 16'0"x20'0" interior space running south from the main single family dwelling; proposed 18'2"x82'0" swimming pool; and the proposed driveway does extend into the 100 foot setback; the proposed driveway is, however, located within the footprint of the existing driveway. Located: 14895 Route 25, East Marion. SCTM# 1000-23-1-2.10 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notic of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Surveys 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: ,had I have read & acknowledged the foregoing Trustees comments: Agent/Owner: /J. Present were: Bredemeyer /--"-M. Domino / G. Goldsmith / N. Krupski _1G. Williams Other ROCK PILE-/ 4b ti 4b' WDAM POND INTERTIDAL vi MARSH AREA---I �- 112 rn to 113 �• '00"19 114 •0 .- 1r .•LV6604 21, ill �R 11s / MEAN HIGH WATER LINE �4j, 4•w �ZINE flj INTERTIDAL (�Q Q� �0. q 19 4 I7 fit I. Fi�,``) • /6 �� �� MARSH AREA 4J Q• •-- I_.... ._l__ `_--'' 9 nau WETLAND Bo1nvoAR1 As aELINEATED 0,41++E y 1� - _. M ICS se °pf BY EN-CONSULTANTS JULY DE 2015 ° N62 0 FLOATING �/�'"' f21 �Y 0T '�s: WOOD MEAN HIGH WATER LINE 187.69 DOCK 4 .\•\• 3 n I DOCK .4 �•� :.J�......................... FIRM ZONE AE EL a - �� ,+� 1.+J•". 810 WET UN W •\' 4 QGO .. O 1214 - ON DEC N. o B ti�A 6Q OP 18,8 S OP H UFF LOCATED MON. co Y0OCK CID OF ARTICLE 25 JURISDICTION ON NORTH SIDE •' N - 22 >IV 16 8 ♦" OF PROPERTY AS DETERMINED ' ''' 6_8• CE S cQ GAS 20 18 BY NYSDEC ON 05/28/14 1 •HER Y Q 6"CED'•E`'�� �-CEDAR F< - %1h� 1` 2"CERA _.._-...--_-....---•"_ 2 AN ` 10 w >+� 8'CHE40 \ 6 A 1.\ �; s 1h o24'MAPL cwq I 1r +�� O 24 4 B ROOMS MARY ,. .to \� ti t_" 7 17.5 •D ••.• ,,,, SYSTEM to m * 8CH RY a 1�\� i1lS" DECK ni 16.1• 1.5 GAL. S L 12 d' O 8" HERRY 12"CHERRY n C 2ND R. I • u 28.9 c 10 Z RR "�• :DIAx •DEEP LPt4 6"CE R >; OVER ONC. STY FRY. 16.9' y POF �...••^.._..... ' u OKLL64G .-.-... FIRM ZONE 21.4 W3 1" FFL 31.2 . 1$7T PRM y S. L.P. \ 1�\ •-"'.'.....' a N it 6 CEDAR 29.9• w 17.z , 13.Y o 4 .1'BVELLB( : 0 0 WIDE NON TUR t! ..•••�'•' O 171• WOOD - \ Y BUFFER DECK o +nyo 0 33UY s o o e. FMZONE 8 18' EPING Zb O 28.6 K 28.6 + + 1 OVER a O 112.D• Wh O 26 ti 38• ` G.Y. +,}y'• SWIMMING POOL , v 41 CISTMMER 66. 1,500 GAL 1' T E.Y. m F � 73, Q ^ • ELEC O L.P. STK. A $ 6 ♦ a� �CDt d'G �1 E�A ' 6 BEDROOM R 6"C ERRY SANITARY G AUTO EgR/ wwI W23 BELG. BLK . CURBDAM POND i SYSTEM a ,�1B�L 7.4'W - 16 21 10' 12 � LAND N /F OF G G G G G REED RUB IN ss.o WA ERCHERRY M-I• � I U. E CEO THERMAL °LAND N/F P 64dP20 WELLS ° OF / / 40.0' 4 APLE EVERGREEN HEDGE ♦ O ! N TOWN OF SOUTHOLD �/ �/ �/ ..1 Pr,� = o 0 18 ♦27 6-TREE j Opp 6"OAK f STK 5.e; ae j 74°3 00" w ! F t3 16 STK. I 6"TREETS 00' lipOF 10'BIRCH f 10 IR Q 6"TREE • a I� 1;,� / ELL O S CK 1%2 j6"rREE ` + w •� LAND N/F CEDAR 14 Z th 127BIRCH 4 C O 10 3-1-2.8 ,A 6 • �� OF �/ 1 6'TREE 98,380.39 2.26 ACRES I� _ o 11q - N N 8a N_ : LL 1 MICHAEL MENDILLO or e ! Cb BRIc1r SHED ,,i 12 In j 9 UI I ! .O ,- ►3 / ° 1� MON. 00 OEO ;a Z Io 4 �LL�� OOD �• �12.2 FRIT Z?6 MAPLE Q O / Ci=] / i ON SHED 16.1' P. g 1 / 52.5 FRM. L„ `� / 12 LL� BARN , o Oi4 "e j O WELL WELL EVERGREEN HEDGE 2 w j GF 8.6 ; TQC ° 1�'0 36.4'a 16.1S OR I '^e 1_A. / ,. DRY BLOGWATER .o FKq w oVS to. NO W�� PARTMLLY COLlAPS[D Y 6 30'NAPLE'--- ^ TREE 89,215 F. or 2.05 ACRES�('�'f� I S.T. LAND N/F 14.0 FRM.SHED. I 1000-23-1-2.9 WELL 07 '+d OF s •� 6 5TREE 5"TRE i I w `, JOHN BABKOW h I h ♦i c6 ' 15• WIDE NON-TURF ✓N� `•',`'+. (•,� '�� yK ; BUFFER ` P. �' 5'TREE ; �} r .` '�0 ti 0CEDAR u44 o 0 .l1' . 1� y OGS WELL•. {�� r RRIY I o o 1-10. .. ;'.,` F��\ h �T� `�I�VEL� w 8-CEDAR IO 0 Q `�. ,'} yfy'� 'Y6a 10"CHERRY `°�"16'CHERRY 'Y,1T h7 sF' r•. ; O + LAND N/F I-----------_-J j4 •'�'-k-' �. FIRM ZONE a OF TIDAL WETLAND BOUNDARY AS DELINEATE S x `` WELL• BY EN-CONSULTANTS JURY 14, 2015 12 CHARLES CAMPBELL •♦:' fU?2 ._ +•` ,oreFIRM ._.�._.DAf2Y LIN. F . ------------ -.�.._.� ; INTERTIDAL TIDAL WETLAND BOUNDART.AS 13ELNeEAid.......:w MARSH AREA BY S8 J.o........ ,� f., '�` MON�'�•�..�.`• LAND N/F \ 1 17'36 ; S84°�¢ •�., � OF A. .'IE' '�•� 2p ry •�•�'•�.,` ; MAIA RUBIN 198•.yO s `184° U.P. �4•,1� MEAN HIGH WATER LINE • '`••�4 S?OH f ORN•�.� � U P � U P �.,�, �•�,`•`• INTERTIDAL •+ MON. MARSH AREA .. � CEDARS go � RIGHT OF WAY LAND N/F'` I DAM POND OF �' U.P. \ I N88DOMEL CA II LLC �A y�. fo "3?"39„ � tiro• fz'� i 83, LAND N/F C>, / 33 •., � SOF - , V1 AS SHOWN ON TIDAL 4 � TOWN OF SOUTHOLD 1�5'S2 O WETLANDS MAP/724556 ; g8 p0 E .........................••.... __- --- 5 o "1 +50 R f!2 145 U.P. 6 AFRO R0 AD ~' , ' 1 •• 6 60.00 s A S•R• 25� i DEC 2020 �� DIRT BOAT 52 7 - ------..__•. ,. '.r.' _--. RAMP. .09 INTERTIDAL $•QO' MARSH AREA R $9 COMBINED OVERALL MAP of P V_ID PROPERTY OF DOME LUCA & TREASURE ISLAND -------- FOR REFRENCE PURPOSES ONLY 282'5 7"E MEAN HIGH WATER LINE Q?1 THE WATER SUPPLY WLLS� SSPOOL he 6'��' LOCATIONS SHOWIV ARE FROM!£LDLLOBSERVS AND TIONS ELEVATION DATUM: NAVD 1988 AND OR DATA OBTAINED FROM OTHERS. INTERTIDAL g UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY / +02"L' MARSH AREA co-3 \ MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN N68051 /1�J ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION / ! LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. I ��Oj``' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORETH R la3'iQ+ �� ` THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY A0w� PP SURVEY OF: DESCRIBED PROPERTY •: CERTIFIED TO: DOMELUCA It. LLC;° CjFjO°5o 6�G�Of MAP OF: FIRST AMERICAN TITLE INSURANCE COMPANY, LAND N/F _1 Vie.• �, OF SITUATED AT: EAST MARION BROWN, HULSE, KALIN & QUINTANA:' TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 1r. UPDATED 10-15-20 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 13-144 P.O. Box 153 Aquebogue, New York 11931 FILE / 15-61 SCALE: 1"=60' DATE:APRIL 3, 20PHONE (631)298-1588 FAX (631) 298-1588 18 Al YC IAC(` IUn YJ5nAQ2 melnlafnlne the reeoxda of Robert J_ Hennemw k Kenneth Y. lc"buk 4 10 DIAWETLAND eOUNDARY- AS-DELTNEA EL --BY-E0�SUL_TANTS DEC. (n 3 - 14 ON.' 16 "IJ 1 j MON. -7) �A ROCK 22 0 LIN41TS OF ARTICLE 25 JURISDICTION ON NORTH SIDE, C B OF PROPERTY AS DETERMINED t- _. ;, 11 r. C� \ 13Y NYSDEC ON 0512BI 14 0 VERH — 2 4ANG GRA 10 - 22 VEL WALK WOOD 2( 0' , - DECK T, C 1 .0 2ND FLR. x OVER 'ONC. FLR G' 2� D 12 OVERHANG HAN POR H ER 14 21.4' --WOOD 821-011 Lu 0 Z Lz, DECK 0 D�o GRAY WALK PROPOSED POOL AND ENCLOSURE, of I OVER TO BE SUBMITTED UNDER SEPARATE POOL22.0 . 1'�INC NE WATER, 0 3 S;1E SOTS, C(STERNS"I, 66' =-=�A -11111, J.48 PERMIT GO 0 ------- o 73 1_19 0 L.P. 0-w TERRACE. w c`0 BELG. BLK.X CURB 21.5 7.4'W I Ll ------- t - ---- --------- 151,/1 !L LAND N/F 4- -r*A -COVERED- PROPO Ld -PbRCH> OF 7)y ---------- - !12' 'r . �r f. 2 Lp ct 21.5 osc�, 1-311J WATER REED RUBIN El ; - CISTERNS- GEO THERMAL 0 L! 1.5 ----------- WELLS % o)- b Lj ---- ------ 2 -21f DTER RACE P IDS -- - - c,�"� .L . . - - - -- - o r \ PROPERTY LINE j o 20FTSIDEYARD SETBACK 0Q1 0 74 0 r: 16 7 7 'bWELL r--"T ED WALL T C'2) LAND N/F 6 x U o f ILI OF 0< BRICK SHED PROPOSED Q12 _u cr _j MICHAEL MENDILLO DRIVEW / `•;� / it - 'I.I - -- -- � \ ,,T � �Zr � \� MON. 2 [14 L 12-2 FRM Ld I+ D > C. CON ----------------- -- SHE 0 ------- ---- I - 16 o 12 [cottc �E REMOVED 0 WELL b WELL -7- Ao 16. 1 OT C) L_0-------3-6 -4' 16. 1 ? CA SS V V DRY BLDG. • v \ \• F1 NO WATER C, N. NO SANITARY GE �A 1.P. PARTIALLY COLLAPSED \ / � 2 14.0 FIRM. SHED. S.T. LAND N 0 WELL o 0 F 8 V, JOHN BA o WELL\ T WELL Ile LAND N/F 0 F WELL CHARLES CAMPBELL 7 INTERTIDAL "A' MARSH AREA 5, (o MON. D 41 LAND f ej, 10 115 1 30 60 It OF P. U. MAIA Rt _J Yly F" 61- 0) b' Q7, LANDSCAPE ARCHITECT ARCHITECT DESIGNER CONTRACTOR ISSUE DATE DESCRIPTION SCALE PRELIMINARY: NOT FOR CONSTRUCTION STIMSON 2 1'=30'-O" THIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT DATE SITE P L A N INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOJT A NORTH F 0 R K RESIDENCE 3 SEALED SET OF CONSTRUCTION DOCUMENTS. STEPHEN STIMSON, LANDSCAPE ARCHITECT OLSON KUNDIG R P MILLER DOW BUILT 4 09.29.2020 2 F VER 0 COPYRIGHT STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS,INC. ALL RIGHTS'RESERVED. NO REPRODUCTION, IN WHOLE OR IN PART,IS 288 NORFOLK STREET 2 MOUNTAIN ROAD 159 S JACKSON ST #600 35 E 10TH ST 8B 253 36TH ST. SUITE 8313 14895 MAIN ROAD EAST MARION, NY 11939 5 DRAWN BY PERMITTED WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS. INC. CAMBRIDGE, MA 02139 PRINCETON, MA 01541 SEATTLE, WA 98104 NEW YORK, NY 10003 BROOKLYN, NY 11232 SCTM: 1000-23-1-2.8 6 STIMSON T 617 876 8960 T 978 464 5200 T 206 624 5670 T 646 478 8201 T 347 732 2621 7 REVIEWED By P E R M I T T I N G L 1 0 STIMSONSTUDIO.COM 8 SS } m 4$ FACE OF BUILDING O� ----ROCK PILE MIN.16"X 16"X 4"DEEP ,I VENT STACK- -- <°. COMPACTED EMBEDMENT FROM 1 - ', STOPPER OR END PLUG TREATMENT UNIT 1 FLOOR SLAB OR STRUCTURE SLATE OR OTHER SUITABLE COVER f 4895 Ma,n Rd,East I a ° n .Marion.NY 11939 DAM POND :4 ENDCAP TYPE O 1 INTERTIDAL < MARSH AREA MOT LEVELING DEVICES !� '9C TIDAL WETLAND BOUNDARY AS DELINEATED 112 INTERIOR . ° ee EXTERIOR PLAN VIEW 'S'C 13Y EN-CONSULTANTS DEC. 5, 2013 �i q w. 9!!F� PROPOSED 1 -STORY FRAME BLDG w/BASEMENT PROPOSED SOD 113 1 S q GRADE 13.0 TOTAL(1)BEDROOMS REVETMENT WALL TOP OF BLUFF LOCATED \ Ji'i14 1� . 30'ELBOW- "VJVE I FIRST FLR.: F.F.E. 21.5' GFA 2296 S.F. MARCH 16, 2016 • /„ WASTE LINE x/15 MEAN HIGH WATER LINE BASEMENT/CRAWLSPACE: F.F.E. 12.25'GFA 2120 S.F. � - po l /9 / EL 2.5 , CAPACITY: INTERTIDAL � /19 /te /17 /'� ��'.7,8' _e' Q/5 e° SEPTIC TANK 4J � �/j� i,. a MINIMUM 2'CAST IRON 4 q I EXTENSION FROM FOUNDATION 30 GALLONS MARSH AREA o4J I I 9 4'-0" TIDAL WETUWD BOUN DELINEATED , 1"L'i � G��• I � /2o r^ BSN � 6 ♦<•,,�� BY EN-CONSULTANTS JU 14, 2015 a 0 9 nJ WOOD x162 0 , FLOATING la+ ,� /3 69 DOCKS _ a ZllJya�- I . �.+■.\q /DOCK CLEANOUT AT FACE OF BUILDING - DETAIL1 * A MAINTENANCE CONTRACT & CONTINUOUS FROM EXTG BUILDING MEAN HIGH RATER LINE 187' I q -- - .::r•.. .t TREATMENTUNIT TODRAINFIEL THAT WAS REMOVED ,,�, �MA1:ET.s\� --� ' ,,. " -_ - -- a- -- - ---- .. --- -- -- _-- -___-._-. _ -. --_ ----� -4 -__. -_-_- -___ .. --_. -_.._ REQUIRED FOR THE PROPER BOX BOTTOM 9.0 5 ' iz14 -- �- -_ \ KEY MAP FUNCTIONING OF ALL I/A TREATMENT TANKS Q ' -- \ SLATE OR OTHER INLET I.E.9.7 • - - -_ OG5 - - MON. SUITABLE COVER O OUTLET I.E.9.5 0 - pP - _ STOPPER OR DEEP STOPPER OR -2U { - _ROCK LIMITS OF ARTICLE 25 END PLUG :COMPACTED EMBEDMENT`,. END PLUG U) ........ _ I N SETONA12"BED APPROXIMATELY LOCATION OF 5 _ :-: . A _,;_ ' I © \ \is I B JURISDICTION ON NORTH SIDE ALL DRAINAGE SRUCTURES MINIMUM 10' FROM *ENGINEERS CERTIFICATION IS REQUIRED FOR L SECTION OF SAND OR PEA GRAVEL - - _-- ---_ I ` F PROPERTY AS DETERMINED ANY SANITARY COMPONENT AND WATER LINE QU O ALL AOWTS EXTG WELL THAT WAS T �. _ L.P.-GAS GAS 20 18 '/BY IIYSDEC ON 05/28/14 t �, CE > PLASTIC DISTRIBUTION BOX DETAIL 4 ABANDONED AS PER SCDHS 1 ® f - - - Uj - rio \; I ,o Q SEWER PIP Q A S INSTALLATIONS THE DESIGN ENGINEER MUST BE CONTACTED - -- 28- I 22 > 45*ELBOWS > POLYLOK3017-206-60REQUAL ALL CATCH BASINS MINIMUM 10' FROM ANY NT Zp11E -®----_. 24 w 4![OI100M 30°ELBOW 60°WYE W/HEAVY DUTY LOCKING COVER TO GRADE / ' 1 �1f. 12 - - SANITARY COMPONENT/5' FROM WATER LINES WHEN THE BOARD OF HEALTH/ WASTE WATER MANAGEMENT SCHEMATIC " off I I ' ,GAL14 ,�{ INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC APPROXIMATELY LOCATION OF ,y O I D Tp wF�4 I" �i • a% - --- WELL I I 1 ' I ALTERNATE"A" ALTERNATE"B" AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. Q EXTG SANITARY SYSTEM THAT O o� I `{ ; - ---- pRq ,sTy FRh1 WAS ABANDONED AS PER SCDHS i / O DWELLING CLEANOUTIC TO TAILVEHIFOR RRT RAFFOT SUBJECT Q O IN ALL VIEWS,ALTERNATE"A"IS FOR BENDS, GRADE VARIES f TEST O EL. +21.0 EL. +22.0 EL. +20.0 EL. +21.0 F1s1 FOIE C - ^•. I '' I' OO wn -28- ------- ' - - I 9 �� I ALTERNATE"B"IS FOR USE WITH BLDG.EXTENSION/CONNECTION _ O.O _ O.O _ O.O _ 0.0 DRAINAGE LINE DAM POND N o` ICIS7ERNS '70° I E�NEC ! a CLEANOUT DETAIL 2 TOPSOIL: DARK BRN. TOPSOIL. DARK BRN. TOPSOIL: BRN. F-M TOPSOIL. DARK BRN. _ _ 26 „ E I FINE SAND AND SILT, SILT, SOME FINE SAND SAND, SOME SILT, SILT AND FINE SAND, (Q �/ O ` - ' • j - _ If W AUTO COURT! TRACE ROOTS (MOIST) INCLUDING ROOTS TRACE FINE GRAVEL TACE COARSE W ' *COMPACTED GRANULAR INFILL SOF /F � �� -__ PATO --24- '' '"•'O c ' f B UAL LAND N/F (LOOSE) (DRY)(VERY LOOSE) (MOIST)(MEDIUM GRAVEL INCLUDING BETWEEN PIPES �' !.•. 22 G of SMML DENSE) SM ROOTS (MOIST) Z) TOWN OF SOUTHOLD 1 - G G m LA CONSTABLE2.0' 2.0 2.0' °D• WATER AND DRAINAGE LINE JOINTS II c c G tA>ER Lo I RA CO B (MEDIUM DENSE)ML 2.0' _ € --- ISTER IMPROVED TAN F-C SAND AND F-C TAN F-C SAND, SOME TAN F-C SAND AND z z >10' FROM CROSSING ® 1 ® Ho B, cm lk E GRAVEL, TRACE SILT SILT, SOME F-C FINE GRAVEL, LITTLE WHITE TO LIGHT BRN • USE HDPE CORRUGATED DRAIN CLEAN OUT AT THE FACE OF THE I '- €- -PIPING R EDIUM DE RAVE R O SIL R EN - BUILDING-SEE DETAIL 1 ON S-1 ._, 0' BLUFF SETBACK - G ___-- - - LAND N/F of ' (D Y) (M NSE) L (D Y)(L OSE) T(DRY)(DENSE) FCSANDANDFC __. RAVEL, TRACE SILT CO - -- It 8; 1 DOMELUCA LLC L`' / SW 4.0' SM 4.0' SM 4.0' >' I (;DRY)(DENSE) SW O CLEAN OUT AT SEWER LINE BENT- d, IMPROVED 18 I ruEu / LIGHT BRN F-M SAND, WHITE TO LIGHT BRN TAN TO WHITE F-C 4.0' SEE DETAIL 2 ON S-1 '°° ° w \\ SOME SILT, TRACE F-C GRAVEL AND F-C SAND, SOME F-C TAN F-M SAND, SOME _ WATER LINE o -, I / LAND N/F U) 14 FINE GRAVEL, (DRY) SAND, LITTLE SILT, GRAVEL, TACE SILT F-C GRAVEL, LITTLE _ r Z I cc - -t w I (DENSE) (DRY) (VERY DENSE) (DRY)(VERY DENSE) SALT DRY VERY MICHAEL MENDILLO (DRY) SCHEMATIC NOT TO SCALE W WATER LINE/DRAINAGE LINE CROSSING • :, ' SA A Y LEACHING � DEN S Z --- _� IMPROVED (c , '=r- 4 _ P - t� U 0 UR S SETBACK TO WELL N. .0 .0 6.0 .0 M0 `�\ / SM 6 GM 6 r SW SE) M 6 W SANITARY SYSTEM: TR - R� , PROPOSED IA-OWTS (4 BEDROOM SYSTEM): O O Imo' per, 3 - 14 �� TAN F M SAND AND TAN F C SAND, SOME TAN F C SAND, SOME BRN( F C SAND, SOME �, FUJI CEN5 IA TREATMENT TANK -450 GPD w/ �, - '--� ,°,9 � ` LL `'-' \ \�J / SILT, SOME F C FINE GAVEL, SOME FINE GAVEL, SOME SILT, LITTLE FINE O ze GRAVEL, (DRY)(VERY SILT, (DRY) (VERY SILT(MOIST) (VERY GRAVEL, (MOIST)LL m w/HEAVY DUTY LOCKING COVERS TO GRADE w/ ,� -- --- sae i --- - _ PLASTIC DISTRIBUTION BOX w/ -- ----- - - -- _ SM SM SM SM DENSE) DENSE) DENSE) (DENSE) / _ - wEu wEu \ \ / 8.0' 8.0' 8.0' 8.0' V J O 2-8'0 x 6' DEEP LEACHING POOLS o �� I ' � ♦ " , � o � TAN SILT AND F-M LIGHT BRN F-C }' 1 -8'0 x 6' DEEP EXPANSION POOLS c ® \�` ``\`� SAND, LITTLE F-C SANDAND F-C GAVEL, FIANE GRAVED SOME BRSIIIL CL SAND, SOME W (n CL GM. LE 6 i 10 \ GRAVEL, (MOIST) SOME SILT(DRY)(VERY SILT MOIST VERY OO o ` , ( )( GRAVEL, (MOIST) M 2"VENT W/CHARCOAL FILTER FROM TANK, MAC80R •�� ` KU, E) L SM DENSE) ('VERY DENSE) S ' 1 (MEDIUM DENS M DENSE) 0 m I 10.0 10.0 M 10.0' M 10.0' BLOWER MOTOR IN WEATHERPROOF HOUSING AND DRILL OUT \ � S I I TAN F-M SAND AND F-C TAN F-C SAND, F-C FUJI CONTROL PANEL W/GFI OUTLET FOR SERVICE ' ` - -.• „ s LAND NSF of - _ _ a , 12 0' NO RECOVERY w GAVEL, MOIST WITHIN VIEW OF SANITARY SYSTEM. LINE TO BUILDING _ _ _ TREASURE ISLAND LL I (MOIST) LIGHT BRN F-C SAND, GRAVEL, LITTLE SILT PANEL w/DEDICATED 120 V AC/20 AMP BREAKER.ALL Q 1 IMPROVED 1 I (MEDIUM DENSE)ML SOME F-C GRAVEL, (MOIST)(VERY DENSE) ---- LINES BELOW GRADE TO BE IN CONDUIT �a� :: :: ; : Tau i s w I I 12.0' LITTLE SILT, (DRY) SP-SM 12.0' 12.0' \`i'6• 1 I I , (VERY DENSE) SM "'oo, , I I I LAND N/F DRILL OUT-GRAVEL 14.0' DRILL OUT-GRAVEL DRILL OUT-POSSIBLE DRILL OUT-GAVEL SANITARY WELL SEAL s�\ ?O3 LAND N/F , of FRAGMENTS FRAGMENTS BOULDER rn MIN. 12"ABOVE GRADE EXTG BUILDING TO \ - "\, of I I 15.0' FRAGMENTS 15.0' 15.0' /+ FIRM ZONE $ MAIA RUBIN BE REMOVED TIDAL WETLAND BOUNDARY JUL AS DELINEATE \ i �W Ku® GARY STANZONI i I IMPROVED TAN F-C SAND AND 15.0' TAN F-C SAND AND LIGHT BRN F-C SAND, OR 24"ABOVE FLOOD LEVEL ♦, BY EN-CONSULTANTS JULY 14, 2015 /z TAN F-M SAND, LITTLE r6s FlPow zones `rR IMPROVED i SILT, SOME F-C SILT(DRY)(DENSE) SILT, SOME F-C SOMIE SILT, LITTLE F-C -Of- MEW/, _ o I I GAVEL, (WET)(VERY GAVEL, (WET)(VERY GRAVEL, (MOIST) i r,V� �,Q TO CONC. SLAB PITLESS CASE B, o0, Zp INTERTIDAL p. I DENSE) DENSE) ('VERY DENSE `� L• 'f TIDAL WETLAND BOUNDARY ,, DELINEATED04 y� I w I I SM 17.0' SM 17.0' M 17.0' ) SM 17.0' JAN F MARSH AREA BY EN-CONSULTAuT.^• ;c s, ��,� ' \ I S _�- ''�• *'4',*,. : DRILL OUT DRILL OUT DRILL OUT-GRAVEL DRILL OUT-POSSIBLE ,,,�. B 420„ I FRAGMENTS BOULDER CEMENT GROUT - MON• y 9 S85• _ b 1. _�a\ � 0 I 20.0' 20.0' � z 17 36"yP �-- • -'j4�� I TAN F-M SAND, SOME BRN F-M SAND, LITTLE TAN F-C SAND, SOME 20 0 BRN F-M SAND, LITTLE 20.0' �-I+ 198.701 NBg� ` \ I I SILT, TRACE FINE SILT, (WET)(DENSE) SILT, TRACE FINE SILT, TRACE FINE y 3 0 5 a R 3 2 •' � ' 3 I GRAVEL WET v O ,-• .. O GAVEL (WET) 5 � , ( ) E 00. Tp '�o� 2� I ( ) GRAVEL, (WET) p __ I (MEDIUM DENSE)SM SM (MEDIUM DENSE)SM (MEDIUM DENSE)SM RafiESSiO's�'` 22.0 22.0' 22.0' 22.0' 2 MEAN HIGH WATER LINE STONE PITLESS ADAPTOR g � \ ,e, 0/?, gY \ P DRILL OUT DRILL OUT-GRAVEL DRILL OUT-GAVEL DRILL OUT-GRAVEL CHECK VALVE - INTERTDARSH AREA '�� .� MON. FRAGMENTS FRAGMENTS FRAGMENTS TYPE K COPPER OR HIGH SANITARY SITE PLAN ��\ �`'�+., R \�` 25.0' 25.0' 25.0' 25.0' DENSITY PLASTIC LINE .,. 6• 23 le TAN F-C SAND AND F-C LIGHT BRN F-M SAND LIGHT BRN M-C SAND, BRN F-M SAND, LITTLE 1 4O' \ RIGHT OF WAY - MAIN. 0.75" I.D.TO 1 z" LINE SCALE = 1:50 "� t'�y. � � GRAVEL, SOME SILT AND SILT,TRACE FINE LITTLE FINE GRAVEL, SIT, TRACE FINE TO CON-AIRE CA82T OR LAND N/F �` . 03 CEMENT GROUT EQUIVALENT TANK N8 0� of .�' �o \ \\ (WET)(DENSE) GAVEL, (WET) LITTLE SILT(WET) GAVEL, (WET) DOMELUCA II LLC SM (MEDIUM DENSE)SM (DENSE) (DENSE) B3 2 �9•,�, �, �•.: \ \ \60 27.0' 27.0' SM 27.0' SM 27.0' 60' 0' 60' 120' 33 ti 1' �rDRILL OUT-GAVEL DRILL OUT-GAVEL DRILL OUT DRILL OUT Z W ♦ - FRAGMENTS FRAGMENTS I CONDUIT . o LECTRICAL p AS SHOWN ON TIDAL 4 30.0' 30.0' 36.0' 30.0' WELL CASING ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUK LAND SURVEYING, PLLC, 5� J O WETLANDS MAP#724556 TAN F-C SAND, LITTLE LIGHT BRN F-M SAND LIGHT BRN F-C SAND, BRN F-C SAND, LITTLE ROP PIPE MIN. 1' DIA. AQUEBOGUE, NY 04.03.18- REV. 10.15.20 O10"v, 145 / ; ._# ` -- SILT, LITTLE F-C AND SILT, WET W Q 3 0 • s OAS DENSE ) (WET) ILT, LITTLE(WET)NAVD 1988 DATUM 13a/ o � N59�06 � i U P APR°T U.P.U `O' - GRAVEL, (WET) (MEDIUM DENSE SOME ACE SILT WETL GAVEL, (WET) WATER TABLE SCTM#1000-023.00-01.00-002.010 t LOT AREA 217800 SF/ 5 ACRE i �� ' __- •4¢'58 N ( ) SM SM (DENSE) (DENSE) Z ^ 3 ' AZ 32.0 32.0' SP-SM 32.0' SM 32.0' L.L SUBMERSIBLE PUMP o g S6 50 00 (S.R 25) DRILL OUT DRILL OUT-GRAVEL M Z Z CHECK VALVE RENEGADE 10 GPM MIN. 113 Cll FRAGMENTS �+' Q 3/4- 1 2 HP 12 BC OR EQUAL DIRT BOAT /i52:t3 35.0 \ ti� TEST HOLE 2 TEST HOLE 3 GRAVEL,TAN SAND,SILT,F-CB NE'. GRAVEL,,TR CE LL LO Z , �`RAMP. �i` WATER BEARING 039 ��� �? (WET)(DENSE) SILT, (WET)(DENSE) op FORMATION 21 NO SCALE NO SCALE F- \ MARSHINTERTAREA � � R 89g 00 TEST HOLE PERFORMED BY TEST HOLE PERFORMED BY SM 37.0' SW-SM 37.0' � � W MARSH AREA�.0 y AKRF ENGINEERING, P.C. AKRF ENGINEERING,P.C. DRILL OUT DRILL OUT / - 05.16.16 05.17.16 Q '. N10- �M3-REINFORCED THERMOPLASTIC ACCESS TAN F-C SAND, SOME 40.0' BRN FINE SAND AND 40.0' ^ SCREEN 5 cE of FUJI CONTROL PANEL,VENT WI GROUNDWATER FINE GRAVEL, TRACE SILT,TRACE FINE O V J ? 4� Eo COVERS TO GRADE,BOLTED TO PREVENT Z EDGE OF BUILDING CARBON FILTER&MAC80R UNAUTHORIZED ACCESS.IF COVERS (WET)(MEDIUM GRAVEL, (WET) MEASUREMENTS AT SILT, BLOWER VI ENCLOSURE I WEIGHT LESS THAN 60 LBS A SECONDARY MONITORING WELL DENSE DENSE FIN. FLR. EL. 21.5 LOCATION VISIBLE FROM UNIT SAFETY LID SHALL BE INSTALLED INSTALLED AT BORING#2 ) (DENSE) 82.45 / SW-SM E c E U / DATE TIME G.W.ELEV. 42.0 SM 42.0' TYP. 4" WATER WELL MEAN HIGH WATER LINE 2 PLASTIC DISTRIBUTION BOX w/ 2 8'0 x 6'DEEP LEACHING POOLS DRILL OUT DRILL OUT D {-- �,, LOCKING COVER TO GRADE 1 -8'0 x 6'DEEP EXPANSION POOLS 05/16/16 17:35 +0.1 � -' MID-LEVEL CONNECTIONS. ' (WATER DEPTH <100 / SEPARATION 100-149 ) "E / GRADE EL. 16.0' LE 13.3' 05/17/16 7:00 -0.3 d FEB 1 g'47 •�'Q"� LE 13.0' GRADE EL 15.0' TAN F-C SAND, LITTLE 45.0' BRN F-C SAND, LITTLE 45.0' NOT TO SCALE N58�2 ELEV 14.5' 05/17/16 10:10 +0.0 +5' +19' i TOP LEACH POOL F-C GRAVEL, LITTLE SILT, LITTLE FINE 4 ; 1/4"/ft. min. ; FUJI CEN5 - I EL. 13.6' 05/17/16 14:00 -0.1 SILT, (WET)(MEDIUM GRAVEL, (WET) Southold own (450 GPD) `,MIN.1/8"/FT MIN.1/ "/FT LEACHING I DENSE ' I.E. 14.5' LE. 13.5' IATANK I.E. 112.8' POOL SAND AND GRAVEL SM 47 0' SM �� I.E. 13.2' I I BACKFILL WITH CLEAN 05/18/16 6:50 -0.2 ) (DENSE) -- 0��`0 ELEV 9.1' ' __ !-3' 05/18/16 11:00 +0.1 47.0' DRAWN BY: EO A�1 CLEANOUT TO GRAD 1 I 05/18/16 13:35 -0.1 DRILL OUT DRILL OUT 13� ' ! �� AT FACE OF BLDG. I BOT LEACH POOL DATE: 01.06.21 �Q Q EL.7.1' 50.0' 50.0' INTERTIDAL � .00011-000, 1" W/2' MINIMUM 3� TAN F-C SAND, LITTLE RN F-C SAND AND F-C " MARSH AREA �, j BACKFILL COLLAR / N68"51 02 E 25� CAST IRON PIPE -TMIN. F-C GRAVEL, LITTLE GRAAVEL,TRACE SILT, SCALE: AS NOTED I �� R• ALL PIPE TO BE MINIMUM (TYP.) 6'MIN. SILT, WET MEDIUM \ 103.10 ,, ,. �� �t� �S, (WET) ( (WVET)(DENSE) � SCHEDULE 40/SDR-35 SEWER PIPE GROUNDWATER EL. 1.0' DENSE) SM 52.0' SP-SM 52 0' 'Z x/40, J pP HIGHEST EXPECTED SHEET UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED TEST HOLE 1 TEST HOLE 4 to W/CLEAN SAND DEFINED AS SP OR SW BY ASTM LAND N/F �� N ' STANDARDS FOR A T COLLAR AROUND THE LEACHING NO SCALE NO SCALE 00 o, GUEST HOUSE PROFILE OF STRUCTURES w/A MINIMUM OF 6'STRATUM OF TEST HOLE PERFORMED BY TEST HOLE PERFORMED BY BROWN, HULSE, KALIN & QIINTANA NO SCALE ACCEPTABLE MATERIAL BELOW LEACHING STRUCTURES AKRF ENGINEERING, P.C. AKRF (ENGINEERING, P.C. 05-16.16 05.18.16 OF 2 SHEETS F2 1 1' � I PROP. I MIN -T - WELL 14895 Mann Rd East 19 19 ri;.. 1 9 ♦Mahon NY 11939 o CO PROPOSED SOD 1 REVETMENT WALL / I I SWIMMING POOL A MAINTENANCE CONTRACT & CONTINUOUS w - 1211I uous PROP. DRAINAGE-TYPICAL _T C, _ - - _- MAINTENANCE IS REQUIRED FOR THE PROPER _ 19 �_� 1 KEY MAP FUNCTIONING OF ALL I/A TREATMENT TANKS z 2 21 s 8'0, coNCR �arlo *ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS w �10 z� m 5 INSTALLATIONS. THE DESIGN ENGINEER MUST BE CONTACTED w PROPOSED 1 -STORY FRAME BLDG w/BASEMENT �� �4� 8 I N WHEN THE BOARD OF HEALTH/ WASTE WATER MANAGEMENT co TOTAL(1)BEDROOMSZOO 22 SEE WATER AND DRAINAGE LINE INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC FIRST FLR.- F.F.E. 21.5' GFA 2296 S.F. CROSSING DETAIL ON S-1 BASEMENT/CRAWLSPACE: F.F.E. 12.25'GFA 2120 S.F. _ _ �rJ ' AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. Q �. PROPOSED GENERATOR ALL DRAINAGE SRUCTURES MINIMUM 10' FROM _ I ANY SANITARY COMPONENT AND WATER LINES �^ 1 17 18 19 a0 G CUT POST AT AN ANGLE V J ALL CATCH BASINS MINIMUM 10' FROM ANY TO ALLOW WATER TO W - 2 CLEAN OUT AT THE FACE OF THE _/ SANITARY COMPONENT/5' FROM WATER LINES RUN OFF BUILDING-SEE DETAIL 1 ON S-1 = FUJI CLEAN NEMA 4X _ 20 RATED CONTROL PANEL r 1 CLEAN OUT AT SEWER LINE BENT- ❑ 12 U - - - V SEE DETAIL 2 ON S-1 - 10, ❑ 1 18 0 ELEC AND CONTROL O it TO BLOWER = d7 1 1 r PW _ _ CONTROL WIRING TO OWTS 10) �. PROPOSED WATER FEATURE T 10'0 U Q C: }, z x10' 10, 10 0 PRESSURE TREATED W cli LBLUFF SETBACK x10' x10' 10'Q) I 4X4 POSTS - 10' co - , 14 = _ WEATHER RESISTANT m ENCLOSURE SUPPLIED 1 BY MANUFACTURER U) � 0O O L T , 4-0 W cn �- nno o 00E F TO OWTS U _ 0 [ELEC SUPPLY r -- 12 -- \Am t - - 4 --- FR --_--_ - ------ FROM DWELLING MAC 80R AIR BLOWER k LP 5 5 CONTROL PANEL —J a - - X9' NTS 2 t 10 W 10'0 BUILDING MAIN FUJI CLEAN CONTROL ELECTRICAL PANEL PANEL MODEL C �Pt X5, q 14 20 AMP BREAKER B 7 --- PUMP t� sp + ELECTRICAL SERVICE 120 VAC n LINE FROM STREET 20 AMP (NOT USED) y �' —E -E —E —E BREAKER ------ -- TB1 15 AMP BREAKER TB -- AIR BLOWER SANITARY SYSTEM: 2"VENT W/CHARCOAL FILTER FROM TANK, MAC80R PROPOSED IA-OWTS(4 BEDROOM SYSTEM): BLOWER MOTOR IN WEATHERPROOF HOUSING AND 15 AMP BREAKER[— o 6�� FUJI CEN5 IA TREATMENT TANK -450 GPD w/ FUJI CONTROL PANEL W/GFI OUTLET FOR SERVICE B --- Q HIGH WATER A -_ w/HEAVY DUTY LOCKING COVERS TO GRADE w/ WITHIN VIEW OF SANITARY SYSTEM. LINE TO BUILDING TEMPERATURE RATING OF FIELD INSIDE OWTS TANK ALARM FLOAT RpF ESS#ON�, I PLASTIC DISTRIBUTION BOX w/ PANEL w/DEDICATED 120 V AC/20 AMP BREAKER.ALL INSTALLED CONDUCTORS MUST TO ALARM CIRCUIT BREAKER 2-8'0 x 6' DEEP LEACHING POOLS LINES BELOW GRADE TO BE IN CONDUIT BE AT LEAST 140 DEG F(60 DEG C) FLOAT SWITCH, PRESSURE - x 6 EXPANSION POOLS SWITCH,TEST/NORMAL/SILENCE TERMINAL STRIPS AND GROUND LUG SWITCH - USE USE COPPER CONDUCTORS ONLY. I I EXTERNAL COMPONENTS i TB-CONTROL PANEL TERMINAL BLOCK (COMPRESSOR AND/OR PUMPS) i PROVIDED BY OTHERS AND MUST BE I SANITARY SITE PLANU.L.APPROVED THERMALLY DASHED LINES REPRESENT FIELD WIRING ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUK LAND SURVEYING, PLLC, PROTECTED PUMPS �- SCALE = 1:20 AQUEBOGUE, NY 04.03.18-REV. 10.15.20 BRANCH CIRCUIT PROTECTION AND CONNECT GROUND LUG IN PANEL TO A GROUNDING NAVD 1988 DATUM MAIN DISCONECT PROVIDED BY SECURE EARTH GROUND _ z SCTM#1000-023.00-01.00-002.010 OTHERS AND MUST BE SIZED W Q LOT AREA 217800 SF/ 5 ACRE ACCORDING TO PUMP/MOTOR WIRING DIAGRAM } _I MANUFACTURING SPECIFICATIONS 20' 0' 20' 40' NTS z d. r-2-1/2"VENTILATION PIPE � Z ROUTED BELOW GRADE CHAMBER Volume(gal) Q SCUM BAFFLE 1 Sedimentation Chamber 277 C TO REMOTE LOCATION B Anaerobic Filtration Chamber 278 O C Q W!CARBON FILTER CC 7 10 ! �; Aerobic Contact Filtration Chamber 127 L G Q 2•-1� 2--�j•— 2•-Dj Storage Chamber 63 op Disinfection Chamber 4 1;T APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: –RECIRCULATION Total Volume 749 AIR LIFT PUMP �) _ DISINFECTION L LLI `/- 1.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CYLINDER(OPTIONAL) SPECIFICATIONS 1^' 4"INLET PIPE 43 Anaerobic Media PW!PE Fillin Rate 32% elf CHAPTER 563 ARTICLE VII SEPTIC INDUSTRY BUSINESSES AND ENDORSEMENT) –4"OUTLET PIPE g Li ( ) 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN 1/A OWTS IS UTILIZED ASA / \ /� „• J Board Type Aerobic Media PVC/PP/PE Filling Rate ts% (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK MEANS OF SEWAGE DISPOSAL. IN ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE ^'- 'A� I - IA Aerobic Media PIP/PE Filling Rate 57% O COUNTY DEPARTMENT OF LABOR,LICENSING AND CONSUMER AFFAIRS, PURSUANT TO INTO AN I/A OWTS. ` '` ' ` Blower 2.8 cfm `. i `� x \ TREATED EFFLUENT SAMPLES SUFFOLK COUNTY CODE 1563-7911)(J).THE DEPARTMENT OF LABOR,LICENSING AND '' Piping PV/C/PP/PE z ( a"�-'�'r � TAKEN FROM CHAMBER 4 OR 5 Tank FRP CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS MAINTENANCE PROVIDERS. 7. A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH INLET BAFFLE ;;• 7 Access Covers Plastic/Cast Iron STRUCTURE THAT IT SERVES. THIS MUST PROVIDE A WARNING SYSTEM WHICH WILL © �v` s^M1�+ n rr— EFFLUENT Disinfectant(Optional) Chlorine Tablets 2. ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND HEARD BY THE AIR LIFT PUMP ARTICLE 19 OF THE SUFFOLK COUNTY CODE PRIOR TO THE DEPARTMENT GRANTING OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY RECIRCULATION PIPE `fLOW BAFFLE 1!2"AIR INTAKE Weight of Empty Tank 466:3:3 standard Hydraulic Load 4GPD U 'i �i ` Lba CERTIFICATION OF COMPLETED CONSTRUCTION ON"AS BUILT"PLANS. DEVICE BE INSTALLED TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE FLOW OPENING(TYP.) (CLEANING OPENING)B O&M PROVIDER NAMED IN THE O&M AGREEMENT.A GFI OUTLET MUST ALSO BE PROVIDED PLAN VIEW FEB - 9 202 3.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING X1/2"AIR INTAKE 112"AIR INTAKE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN 18"MANHOLE(TYP)•,18"MANHOLE(TYP)24-MANHOLE(TYP) DISINFECTION 24"MANHOLE THE APPROVAL OF THE UA OWTS REGISTRATION BY THE DEPARTMENT IN ACCORDANCECYLINDER(OPTIONAL) THE MAIN ELECTRICAL PANEL FOR SERVICE TO THE FUJICLEAN CONTROL CENTER. � FLOW OPENING WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. Southold Tow 8. THE ELECTRICAL JUNCTION BOX SERVING THE I/A OWTS SYSTEM MUST BE - _� 2' BOARD TYPE 4. ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND WATERTIGHT AND OUTSIDE THE I/A OWTS TANK CHAMBER. ALL UNDERGROUND WIRING CONTACT MEDIA OPERATION/MAINTENANCE SERVICE CONTRACT. TO BE INSIDE CONDUIT. l r DRAWN BY: EO 5. INSTALLATION AND USE OF THE UA OWTS MUST CONFORM TO THE DEPARTMENT'S 9, INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL TREATED FROM CHAMBER 4 R APPROVED I/A OWTS GUIDANCE DOCUMENT PREPARED IN ACCORDANCE WITH THE IMPLEMENTED. THERMOPLASTIC PROVIDED WEIGHING MANUFACTURER SHALL BE 60 BS. SHALL 'pY�� TAKEN FROM CHAMBER 4 OR 5 ® DATE: 01.06.21 STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE 5`5 u meg.. O 4 5'5' RECIRCULATION ONSITE WASTEWATER TREATMENT SYSTEMS." THESE STANDARDS COVER VENTING AS HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM 14' ' a' a� ASSEMBLY SCALE: AS NOTED FOLLOWS: "WHEN AN I/A OWTS REQUIRES A VENT,THE UNIT SHALL BE VENTED TO THE ROOF OF THE w p SHEET 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL RESIDENCE BEING SERVED. VENT PIPES SHALL EXTEND A MINIMUM OF 6" ABOVE THE USE, IS REQUIRED TO BE SAMPLED WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM HORIZONTAL SEPARATION PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING AVERAGE OF TOTAL AEROBIC MEDIA OF 12"TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO NITROGEN IN THE EFFLUENT MUST BE=OR< 19 MG/L. VENT THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE PIPED TO THE AERATION ASSEMBLY EXTERIOR SIDE OF THE RESIDENCE AND TERMINATES A MINIMUM OF 18" ABOVE GRADE. 11. DETAILED INSTALLATION, OPERATION, AND MAINTENANCE REQUIREMENTS ARE TO BE SECTION A-A VIEW SECTION B-B VIEW THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW OR FOUND IN ARTICLE 19 STANDARDS FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME DOCUMENT, FUJI CLEAN HAVE MINIMUM DIAMETER OF 2"." SECTION 19-106. CEN-5 STRUCTURAL DRAWINGS OF 2 SHEETS CALE: "=1'-0" I 1 I020 OCT 282 { Soutwoltl Town 6oarc'I of Tn;sieOs ----------------------------------------- ................. ------------- r� � I I ami NORTH FORK WEST 14895 MAIN ROAD, EAST MARION, NY 11939 SHEET NO j SHEET NAME '�� SHEET No SHEET NAME i l SCTM: 1000-23-1-2.8 GENERAL STRUCTURAL A000 IGENERALIFIFORMATION • 5001 !GENERAL STRUCTURAL NOTES A010 IASSENIBU6 15002 STRUCTURAL DESIGN CRITERIA LEGEND. • j A010 Iw1NOOMOOR SCHEDULE .1 :AND ABBREVIATIONS - jA03D ENERGYCODE-AREATANEOFFS ! ,�00 ILOWERLEVEI.FOUNDAIIONPLAN •I PERMIT SET iA031 EMERY CODE-RESLHECN 51.10 IMWN LEVELFRANNGPLAN [AO 32 (ENERGY CODE-RESCHECK ,. ! X11 (CLERESTORY FRAMNG PLAN LANDSCAPE '5210 (ROOF FRAMNG PIAN 09/ /20 L100 SITE PIAN .I 15LBRACED BRACFRAM2820 E ELEVATIONS •I L JV( L ARCHITECTURAL 153.01 FOUNDATION SECTIONS A2-00 LOWERLEVELPLAN -TI ;5401 SUPERSTRUCTURES--A2.113 !MAIN LEVEL PLAN I TYPICAL DETAILS 1 !A210 IROOFPLAN ;TYPICAL DETAILS IA300 ELEVATIONS • '5503 (TYPICAL DETAILS IA301 ELEVATIONS -- '5601 ,SCHEDULES IA3.10 (SECTIONS TOTAL SHEETS 27 Olson K159 South Jackson St, 104 SA Seattle,Washington 96704 USA jAA00 wnusEcnoNs +�206 624 5670 olsonkundlg com ABBREVIATIONS MATERIALS LEGEND SYMBOLS LEGEND PROIECT INFORMATION VICINITY MAP PROIECT DIRECTORY o<E NOT TO SCALE o j @ p7 FA FIRE ALARM OA OVERALL u O SITE ADDRESS I -o v G CENTERUNE FB FLAT BAR 1 GRIDLINEREFERENCE 14895 MAIN RO OC ONCENTER AD m a It PROPERTY UNE FD FLOOR DRAIN OD OUTSIDE DIAMETERPROJECWOOD BLOCKING SHIM m 0 DIAMETER FE FIRE EXTINGUISHER OVERFLOWORAIN 14895M IN ROA SS EAST MARION,NEW YORK 11979 _ 0 POUNDORNUMBER FEC FIRE EXTINGUISHER CABINET OFF OFFICE EAST MAIN ROANEW D (E) EXISTING FF EL Fl SH FLOOR ELEVATION OH OVERHEAD r`—��-�+ EAST S FFOLK C K COUNTY m s (N) NEW FH Fl RE HYDRANT OMMM ORDINARY HIGHWATER MARK F'^- FIWSHEDWOOD /�/L\\ SOUTNOLD,SUFFOLK COUNTY 13235 LMWAR LLC 53ry FHC FIR HOSE CABINET OPNG OPENING —\ I"1/ LOT SIZE. 8235MAIKRD m AS ANCHOR BOLT FM FUR FINISH FLOOR OPP OPPOSITE �/ T63T29 BES 11852 ABV ABOVE FF FINISH TO FINISH OSB ORIENTED STRAND BOARD 2192125E IS 03 ACRES) T 631.2988065 yr P+ BATTINSULATION T 6716801157 ACC ACCESS FIN FINISH ,L'�`` ( FLOOR AREA, ADO US ACOUSTICAL FLASH FLASHING PBD PARTICLEBOARD LOWER LEVEL(UNCONDMONEDr 2312 SF(A2.00) INTERIOR DESIGNER ACP ASPHALT CONCRETE PAVING FUR FLOOR,FLOORING PCC PRECASTCONCRETE MAIN LEVEL(INTERIOR) 2580 SF(A2 RP MILLER,INC ACS ACCESS PANEL FLUOR FLUORESCENT PCF POUNDS PER CUBIC FOOT MAIN LEVEL(EXTERIOR DECK) 3,711 SF(A210) 135 FIFTH AVE,2nd FLOOR ACT ACOUSTICAL TILE FOC FACE OFCONCRETE PERF PERFORATED MINERAL INSULATION ROOM NAME I 2.ROOM REFERENCE GARAGE-- NEW YORK,NY 10010 AD AREA DRAIN FOP FACE OF FINISH PERP PERPENDICULAR AOA AMERICA NS.th DISABIUTIES FOIC FURNISHED BY OWNER- PL PLATE 2701 ROOM NUMBER TOTAL 8fiO3 SF 7 310 478 8201 ADJ ADJUSTABLE INSTALLED BY CONTRACTOR PUgK1 PLASTIC LAMINATE 320 SF 7 710 880 2286 AFF ABOVE FINISHED FLOOR FOM FACE OF MASONRY PLAS PLASTER �\ ASSESSOR'S PARCEL k1UMBER CONTACT RODMAN PRIMACK Qr `j-v-r� GRAVEL SCTM 100o-23-1-20 mdmml@rpmA.wa -- AGGR AGGREGATE FOS FACE OF STUDS pLWO PLYWOOD _ AIB AIR INFILTRATION BARRIER FP FIREPROOF P14L PANEL APPLICABLE CODES ARCHITECT, ALT ALTERNATE FPL FIREPLACE ANT POINT �%J REFERENCE DOOR 2020 BUILDING CODE OF NEW YORK STATE OLSON KUNDIG i } ALUM ALUMINUM FR FRAME PR PAIR IT j','/ STEEL g[�I SCHEDULEPLUMBING Z APPROX APPROXIMATE FT FOOR OR FEET PR PRECAST 2020 MECHANICAL CODE NEW YORK KATE �, 1595 JACKSON ST SUITE 600 ARCH ARCHITECTURAL FTG FOOTING PSF POUNDS PER CUBIC FOOT J DOOR REFERENCE 2020 MECHANICAL LODE OF NEWVORK STATE SEATTLE,WA 98104 ZO 2020 FIRE CODE OF NEW YORK STATE T 206114 5670 AS ASPHALT FURR FURRING PSI POUNDS PER SQUARE INCH ,� 2D20 EXISTING BUILDING CODE OF NEW YORK STATE t, F 706 624 7730 ~ Of • AUTO AUTOMATIC FUT FUTURE PT PRESERVATIVE TREATED I CMU2020 FUEL GAS CODE OF NEW YORK STATE '#' PRIICIPALARCHIIECT TOM KUNDIG g W FW FULL WIDTH PIN PARTITION 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE tom@dsoldendg.can BD BOARD PVC POLYVINYLCHLORIDE 2020 RESIDENTIAL CODE OF NEW YORK STATE CONTACT CHRISGERRICK ~ BITUM BITUMINOUS GA GAUGE �I'l ' 4 WINDOW/SKYUGNTREFERENCE OA I � DO BLDG BUILDING GALV GALVANIZED R RISER �I STONE aMs@dsankWidg cam BUKG BLOCKING GC GENERAL CONTRACTOR RA RETURNAIR AUTHORITY UTHOLD NEWYORK BM BEAM GL GLASS RAD RADIUS TOWN OF SOUTHOID NEW YORK Y m 80 BOTTOM OF- GUAM GLUE-LAMINATED RD ROOF DRAIN 5 ELEVATION/DATUM REFERENCE ELEV 000 LAB NDRF EARCHITECT. I p N y� STIMSONSNDIO Q r- 'T� O PHYSICAL ADDRESS 208 NORFOLK ST I LL0 ch BOT BOTTOM GR GRADE AEF REFERENCE LL BRG BEARING GWB GYPSUM WALLBOARD REFR REFRIGERATOR W000 FRAMING TOWN FIALL ANNEX BUILDING CAMBRIDGE,MA 02179 d BSMT BASEMENT GYP GYPSUM REG REGISTER 54.175ROUTE29 SITE T CONTA17 875CT BJO � = Zo BUR BUILT UP ROOFING REINF REINFORCED SOUTHOLD NV 11971 CONTACT ®6mRansWdP cam ~ gOr HB HOSE BIBB REM REMAINDER CAB CABINET HC HOLLOW CORE ftE0 REQUIRED PLYWOOD6 EXTERIOR ELEVATION 1 DPAWING NUMBER 631765 802 LOCATION MAP CIVIL ENGINEER. O �- O ab L) Y 4n CB CATCH BASIN HDO HIGH DENSITY OVERLAY RESIL RESILIENT A700 SHEET NUMBER NOT TO SCALE INTERSCIENCE E Z N CEM CEMENT HDR HEADER REV REVISION REVISIONS REVISED LAND USE 36 NUGENT ST,PO BOX 1701 CEO CERAMIC HDWD HARDWOOD PH RIGHT HANG --- - RIGID INSULATION 6317651802 _ SOUTHAMPTON,MY 11969 LIP CAST4N-PLACE HDW HARDWARE RM ROOM --- T 631283 5958 CJ CONTROL JOINT HM HOLLOW METAL RO ROUGH OPENING --'- "- PROJECT OE3CRIPTION ,,.- '��'-' �L.4�"•�:�" 7202 CLO CEIUNG HORIZ HORIZONTAL RWL RAINWATER LEADER 7 BUILDING SECTION DRAWINGNLMBERCONSTRUCTION OF DETACHED SINGLE-FAMILY DWEWNG UNIT ANDICLK CAULKING HP HGHPOINT - A400 —SHEET NUMBER- SWIMMING POOL(UNDER SEPARATE PERMIT) Y!%'"•CLO CLOSET HR HOUR S SOUTH , FOAMED IN PLACE INSULATION _ 727 OLONSUP LOTHFLOOR �J L�"ClA CLEAR Hf HEIGFR SAF SELF-ADHERED FLASHING � js!;��rNEWYORK,NY10005CMU CONCRETE MASONRY UNIT HVAC HEATINGNEN ILATINGIAIR SAM 5ELF-ADHERED MEMBRANE - T 2126207970 cNTR COUNTER COTWATER SSOLIDOORE - - _ _ ZONING INFORMATION CONTACT EPAUL wm@ mCOL COLUMN HW HOT WATER SCHED SCHEDULE __ - STH 8 WALLSECTION 4 DRAWING NUMBER Evens@[Oman cam CONC CONCRETE HINT MDT WATER TANK SD SMOKE DETECTORSHEEPNUMBER LANA USE ZONE. CONN CONNECTION SECT SECTIONCONST CONSTRUCTION ID INSIDEDIAMETER SG SAFETY GLASS RSO �• CONTRACTOROCT 2 8 CONT CONTINUOUS IN INCH SMV SHELF,SHELVING ALUMINUM 253367GWBUSTREET, CONTR CONTRACTOR IN INCLUDED SHR SHOWEfl 1 LAND USE REQUIREMENT REQUIREMENT PROPOSED 25336TH STREET,SUITE B3IJ DO PR CORRIDOR INSUL INSULATION S11f SHEET DRAWING NUMBER BROOKLYN NY 11232 CPT CARPET,CARPETED INT INTERIOR SHT MTL SHEET METAL B INTERIOR ELEVATION 4�2 MINIMUM LOT SIZE 80,000 SF 218,2129E[Cl 01010 73477322 RY CRS COLD ROLLED STEEL INV INVERT SMG SHEATHING BRICK SHEEP NUMBER MINIMUM LOT WIDTH 175' PER SfTE PLANL100 CONTACT RYDER REYNOLDS CRS COUNTERSUNK SM SIMILAR 3 MINIMUM LOT DEPTH 250' PER SITE PLAN L100 ryder@d-bud— LNEABLEFLOOR AREA 8503E 2,5805E IA210) Seutiiold Tow CT CERAMCTILE JB JUNCTION BOX SOG 3 BONGRADE LOT COVERAGE 20%(43,842 SF) MECHANICAL d ELECTRICAL ENGINEERING. ,4 CTR CENTER JF JOINT SPEC SPECIFICATION BUILDINGHEIGHT 35' 1Z' IA300] ABS ENGINEERING Fjp�((1,Ot Trl)StC�S CU FT CUBIC FEET Jf JOINT SOFT SQUARE FOOT(FEET) CONCRETE —DRAWING NUMBER NUMBER OF STORIES 21/22 1(A.30D) 37WEST37THST 6THFLOOR SQIN SQUARE INCHIES) 10 DETAIL REFERENCE 361 DBL DOUBLE KIT KITCHEN SST STAINLESS STEEL SHEEP NUMBER NSWYOR 4018 DEMO DEMOUTION KO KNOCKOUT STD STANDARD YARD SMACKS, T 2123172 2 361X401 DET DETAIL STL STEEL ( FROM YARD 60' PER SITE PLAN L100 T 6454802097ALE DIA D[AM R LAM LAMINATE LAMINATED STOR STORAGE SIDE YARD 20 PER SITE PLANL700 CONTACT ALEX SCMWARTZ CIA DBMENSION LAV LAVATORY STRUCT STRUCTURAL BOTHSIDE VAROS 45' PERSITEPLANL700 d4x abw DL DEAD LOAD LBS POUNDS SU9P SUSPENDED REAR YARD 75' PER SITE PIAN L100 sneer wm DN DOWN LF LINEAR FOOT(FEET) SYM SYMMETRICAL LIGHTING DESIGNER, DR DOOR LH LEFT HAND WETLAND SETBACKS. PIERCE UGHRNG SND IO OR OPNG DOOR OPENING LLLAVE LOAD T TREAD __jSWIMMING POOLS B RELATED 50' PER SITE PLAN L100 2SWEST27THST,SUITE703 D9 DOWNSPOUT LOC LOCATION TdG TONGUE AND GROOVE STRUCTURES LANDSCAPE NEWYOR:46525 KAY 10001 15 DSP DRYSTANDPIPE Up LOW POINT TEL TELEPHONE DRIVEWAYSNING AND Tfi463038228 DT DRAIN TILE LT UGNT TER TERRAllO 11 ASSEMBLY REFERENCE O DRIVEWAYS / Tfi4fi 7038228 OW DISHWASHER TG TEMPERED GLASS CONTACT-Paan.LEEN PIERCE DWG DRAWING MAS MAS ONRY THK THICK SEPTIC TANKS 75 PER SITE PIAN L700 �-51TE place@p.r<e6BA0ngaWda mm MATL MATERIAL TO TOP OF- N RESIDENCE,SANITARY 100' PER SIZE PLAN L700 E EAST MAX MAXIMUM TOB TOP OF BEAM EA EACH MB MACHINE BOLT TOC TOP OF CONCRETE CURB / ILEECNNGRIAL CESSPOOLS) EJ EXPANSION JOINT MC MEDICINE CABINET TOF TOP OF FLOOR,FOOTING,FRAME 12 NORTHSYMBOL dCdDMATERIAI GENERAL NOTES EL ELEVATION MDF MEDIUM DENSITY FIBERBOARD TOM TOP OF MASONRY ELEC ELECTRICAL MDO MEDIUM DENSITY OVERLAY TOP TOP OF PARAPET,PAVEMENT 1CODE5 ALL WORK SHALL CONFORM APPLICABLE LAND USE AND BUILDING CODES AS ELEV ELEVATOR MECH MECHANICAL TOPO TOPOGRAPHY TOP OF BLUFF SETBACKS, AMENDED BY AUTHORITIES HAVING JURISDICTION ENCL ENCLOSURE MEMS MEMBRANE TOS TOP GRAPHFSLAB STEEL l� RESIDENCE,SANITARY 100' PER SITE PLAN L100 EO EQUAL MEZZ MEZZANINE TOW TOP OFWALL 1 I'� `L (LEECHING POOLS,CESSPOOLS) 200 NOT SCALE DIMENSIONS FROM DRAWINGS USE CALCULATED DIMENSIONS ONLY EQUIP EQUIPMENT MFR MANUFACTURER T9 TUBE STEEL 13 REVISION REFERENCE SWIMMING POOLS AND RELATED NO THE ARCHITECT IMNEDIATELV IF ANY CONFLICTS EXIST P11-P.1 arcNb`I TK EST ESTIMATE MIN MINIMUM TSTAT THERMOSTAT 2 , STRUCTURES EW EACH WAV MIR MIRROR TYP TYPICAL .�--�--` 3 CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK Prgect me nage' CO EXHFN EXHAUST FAN MIR MISCELLANEOUS REFERENCE CONSTRUCTION MEMO ISSUING REVISION NOTIFY THE ARCHITECT OF ANY DISCREPANCIES drown by DF EXIST EXISTING MO MASONRY OPENING UNO UNLESS OTHERWISE NOTED ONLY MOST RECENT REVISION SHOWN CLOUDED 4.VERIFY ALL ROUGF14N DIMENSIONS FOR EQUIPMENT PROVIDEALLBUCK-0UT NL EXP EXPANDED,EXPANSION MTD MOUNTED REFERENCE FOR PREVIOUS REVISIONS REMAIN BLOCKING, AND JACKS REOUIRED FOR INSTALLATIONS EXPBT EXPANSION BOLT Mn METAL VB VINYL BASE DATE OF REVISIONS INDICATED AT RIGHT MARGINS checkedby, OC EXPO EXPOSED MUL MULLION VEN VENEER BUILDING CODE 5 DIMENSIONS ARE TO EXTERIOR FACE OF CONCRETE/WOOD FRAMING UNLESS EXT EXTERIOR VERT VERTICAL DIM EN ION NOTED lob nP 130540fi N NORTH VEST VESTIBULE APPLICABLE CODE 2020 RESIDENTIAL CODE OF NYS date 09120020 WA NOT APPLICABLE VG VERTICIL FIELD NC NOT IN CONTRACT VT VERIFY IN FIELD fi EXTERIOR WALL FRAMING 2,6 WOOD STUDS UNLESS OTHERWISE NOTED NO NUMBER VT VINYLT TILE SEISMIC, DESIGN CATEGORVB NOM NOMINAL7 INTERIOR WALL FRAMING M WOOD STUDS UNLESS OTHERWISE NOTED NR NOISE REDUCTION W WEST FIRE PROTECTION NOT REQUIRED BUT WILL BE PROVIDED I revnaPns NTS NOTTO SCALE W/ WITH W/0 WITHOUT FIRE SEPARATION DISTANCE WC WATER CLOSET ( I PERMIT NOTES W WOOD j WOW WINDOW CODE REQUIREMENTS REQUIREMENT PROPOSED I WF WIDE FLANGE EXT WALL RATING)RJ02111)] 041R(FIRE SEPARATION 15') 0401 WF BM WIDE FLANGE BEAM FIREBLOCKING[R301 III ATCEILING AT CENNG BUILDING PERMIT TO BE FILED(TNS APPLICATION WG WIRED GLASS MIN ROOM AREA JR3041 70 SF PERA2i0 WH WATER HEATER MIN CEWN:REIGHT(R3051) 7FEET PER A3 0 MECHANICAL TO BE FILED UNDER SEPARATE PERMIT ` WL WATER LINE SAFETY GLAZING IR308 4] @ HAZARDOUS LOC PER A3 00 ELECTRICAL TO BE FILED UNDER SEPARATE PERMIT WL WELDED EGRESS DOOR IR31U) 1/OWEW14G UNIT MIN PER A210 PLUMBING TO BE FILED UNDER SEPARATE PERMIT 1 WP WATERPROOF SPRINKER SYSTEM[R313.2] NOT REOD p 3STORIES) PROVIDED(9EPERATE SWIMMWG POOL TO BE FILED UNDER SEPARATE PERMIT WPM WATERPROOF MEMBRANE PERMIT) SEPTIC TO BE FILED UNDER SEPARATE PERMIT WR WATER RESISTANT SMOKE ALARMS IR31421 EACH DWEWNG UNIT EACH DWEWNG UNIT FIRE SUPPRESSION TO BE FILED UNDER SEPARATE PERMIT WSLT WAINSCOT rm date by WSG WIRE SAFETY GLASS WTR WATER 1 ---. WWF WELDED WIRE FgBRIC WWM WELOEDWIREMESH ENERGY CODE ' WT WEIGHT APPLICABLE CODE 2020 ENERGY CONSERVATION CODE OF NYS = PERMIT SET a CLIMATE ZONE 4(SUFFOLK COUNM 09/2812020 COMPLIANCE PATH UATRADE-0FF I I ASSEMBLY PERFORMANCE VALUES A010 AD 30 WINDOW B DOOR INSULATION VALUES ADID I UATRADE-0FF CALCULATION A030 GENERAL ENERGY CODE INSPECTION CHECKLIST AD 30,AD 31 INFORMATION ' A0.00 i i oN6 I I I eta 5�+e rn y� V� W ROOF OVER UNCONDITIONED I ROOF OVER CONDITIONED v� z 075479 PV CRO OF MEMBPANE 07 S41a CPVC OVER BO MEMBRANE y ~ 075416 COVER ISOINSBOARD 075418 LOVER BOARD W 075478 POLYSOINSUL TAPERED(112'MIN) OT5419 POLYISOINSULTAPERED(R-5D) 77l (q 06 1500 PLYWOOD SHEATHING PER STRUCT _ -- _ - 07 541: VAPOR RETARDER 061500 WOOD DECKING 061600 PLYWOOD SHEATHING PER STRUCT Y m Ofi 1000 EXPOSED TIMBER JOISTS _ 061500 WOOD DECKING0 C? 061000 EXPOSED TIMBER JOISTS Q K 0 LL O IE ZQ� I ROOF ASSEMBLIES SCALE 11/2' V-O' a E C E 4 VIE P7 1ID /7> !I, OCT 2 8 20210 WOOD TILE GWB 062700 WOOD PANELING I 003014 WATER REPELLENT IAS RE0T1) I 0:7900 578'6VPSUM WAIL BOARD 061000 2X WD FRAMING - OB 3014 TILEIPERFINISHSCHEDULE) I,. 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LUTANARTE y I 103 SHWt Ex.. IT-101/2- 10.6' D ALUM 30 SF CCmss 033 058 034 DYNAMO ALUNNAR7E 1071 ENTRY IE4enm 14'•51/2' 110-6 F ALUM 47SF pass 033 058 034 DYNAMIC ALUMNARTE g e g I 1072 DECK Eamm C•51? 10'-6' F ALUM 47SF Glass 033 058 034 DYNAMO ALUMN-NLTE Ir 258 SF I. 0017 I Enelor 14'-6' V-3' C WD 428E Opaque 037 0 0 I TBD ,TBD 104 DECK Edenqr 7-1V 10'-6' C WD I 3D SF ague 077 0 0 TBO TBO TIPEA TYPES TYPE 1081 DELLA Edendr 6'-P IB'-0' B MA1N5 480E OpegOe 9J7 0 0 TBD HOLLOW METAL WD CLAD TO MATCHSIDING } SINGLE SWING DOUBLE SWING SINGLE BARN Z 1002 DECK ELLmm 6'-V 18'•0' B N0.MN5 dB Sf Opaque 037 0 0 780 HOLLOWMETAL WD CLAD TO MATCH Z 167SF ' PERSCHEDULE 426 OF UDULE � Q PER SCHEINerm W , C 1 Opaque P SC 105 ,POR iNe,.r T-S B-V A WD 20ST Opaque I rQn 106 BEDROOM Intacr P-S IB-O' I C WO 3G SF Opaque Y W ! 109 WC Inlmur 2'-S V-V I A WD 205E Opaque 1 p N 7:1 O =! 76 SF O O t� N Z c�i7 I 'III NOTES, 1 EXTERIOR GLASS DOORS RATINGS BASED ON NFRC OWD4-17-00915-00001 i - € 2AIR AND THERMAL BARRIERTO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS I _ _• 3 ALL FENESTRATIONS TO MEET INFILTRATION HATE REOUIREMENTS PER NFRC 400 TYPE D TYPE E 4 ALL OPERABLE FENESTRATIONS TO MEET BLOWER DOOR TEST®50 PA c_3 pOH FOR COMATE ZONE 4 SINGLEGLAZED SWING DOUBLE GLAZED SWING TYPE S ALL GLAZED DOORS TO HAVE SAFETY GLAZING PER 830041 r� , _i� DOOR TYPES GAzSDOFFSETPWOT II WINDOW SCHEDULE ;t� SCALE 1/4' 1'-0° DIMENSIONS OPENING, MARK OPERATION WIDTH I HEIGHT AREA CLASS TYPE U VALUE SHGC VT MANUFACTURER MODEL REMARKS FIXED r/1 204 FUZED 23.5 10-6• 247 SF IDBLGLAZED, D29 0.111D66 DYNAMIC ALUMN-ARTE OCT 2 8 202 LE 205 FIXED 4.103'4' 2-S 12SF IDBBtLVGLAZED ! 029 038 066 DYNAMIC ALUMNARTE WALL THICKNESS u WALLTMCKNESS ,WALL THICNNE55 u 206 FIXED 5.113'4' Y-6' 15SF DBL GIAZED 029 038 066 DYNAMIC ALUMNARTE VARIES VARIES VARIES i LOWE I�1 n I 207 Fl%FD 5-7' 7-6' 140E DBL GUIZED, 029 038 I Ofi6 DYNAMIC ALUA9NARTE Southold Town LOW 208 FIXED 16'-0' 7-6' 40 SF IO�EIAIFD 029 OJ8 Ofi6 i DYNAMIC ALUwNARTE Board of Truste�S 209 FIXED 5.2IJT 10'-6' $SF DBL GLAZED, 029 038 066 i DYNAMIC ALMANARTE LOW E 1 i 210 FIXED T•11' 10'-6' 315E iD�GAZED 029 038 066 DYNAMIC ALUAONARTE 211 FIXED 7-0• 10'-6' 74 SF IDBLGLAZED, 029 038 0.66 DYNAMIC ALUIWNARTE LOW E 1 212 FIXED Z-11• 10'-6' 31ST DBLGLAZED, 029 038 066 DYNAMIC ALLOANLARTE / LOWE 213 FIXED 5'-3' 10-6' 55SF DBLGLAZED, 029 038 066 DYNAMIC ALUAONAM NLOW E ! r- 214 FIXED 15-5 Z-6' 1 39 SF DBLGUIZED 029 038 066 DYNAMO AllIAONAM ,OW E 215 FIXED 2'-0' B-0' I 16SF DBLGLAZED D19 030 Ob6 DYNAMIC ALIIIANARTE LONE ALIM II 216 FIXED S-0' Z-6 j 12 SF CIBL GLAZED 029 038KM4NS WD 066 DYNAMIC ALIRANARTE i HOLLOW METAL WOOD ALULUNUM LOVE INSULATm THERMALLY 217 FIXED 24-IV 1V-S i 2615E DBL BROKEN GIAZED ! 019 038 D66 DYNAMIOANA C ALLRTE 218 FIXED S-1' 7-S i 135E 0�6lAZED 019 038 O6fi DYNAMIC I9A O i ALNARTE I principal archttect TN i 219 FIXED 4-6' 7-6, 11 SF DBLGLAZED, 019 038 1 066 DYNAMIC ALUMNARTE protect...gr CG ILOW E i Barnby DF FRAME TYPES ! 220 FI%m I s-11' I z-6' I 150E ,DBL GIAZm, I 019 038 O6fi DYNAMIC aLuwN-AR7E NLSCALE 3'-1'-0' 1 LOW I 223 (FIXED 11'-IDI? T-6' 305F DBL GLAZED, I 019 038 ! 066 DYNAMIC ALUMNARTE ! checladby OC LOW E ! ! 224 FIXED 11'-tO11P T-6' 1 305E DEL GLAZED, 029 038 066 DYNAMIC ALLRANARTE ! pb to 1305d O6 LOW ! date O9/28/2020 ! 225 INKED I 1'-3' i T-6' 3 S ILCWGIAZED, 029 038 111 DYNAMIC ALIRANARTE 1 1002 SF FIXED IN SLIDING FRAME revalons 1 201 11XXmMN5LI01NG 34-10314' 1V-6' 366SF iDBLGLAZED, ! 029 038 066 DYNAWC ALUMNARTE 202 FIXED IN SUDING 24.11 iD-S ! 252 SF IDBLGLAZED, 029 038 066 DYNAMIC ! ALl11ANARIE FRAME ,LOW E 628 SF I SLIDER 221 GLIDER T•d' 10'•6' 77 SF IOLOWELAZED, 038 ! 034 D56 DYNAMC ! ALIBANARTE 222 SLIDIA 7-6 U4• 10'-6' 1000E DBL GLAZ®, 030 T 034 056 DYNAMIC ALLWINARTE I i 177SF LDWE 1 no data by 1FIXED GLASS RATINGS BASED ON NFRC DWD44-2840009-00002 2 SUDING GLASS RATINGS BARED ONNERC DWD-N30-00p1B-00001 3 AIR AND THERMAL BARRIER TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS II ( 1 4 ALL FENESTRATIONS TO MEET INRLTRA710M RATE REQUIREMENTS PER NFRL 400 5 ALLOPERABLE FENESTRATION070 MEET BLOWER DOOR TEST@ 50 PA W ACM FOR CLIMATE ZONE 4 PERMIT SET 6 ALL HAZERDOUS LOCATIONS AS DEFINED IN R308.4TO HAVE SAFEIYGLAZING-REFER TO ELEVATIONS(A7 09 A301). - �_ 09!282020 , I ' WINDOW/DOOR SCHEDULE A0.20 AO JOS 2 IF �O I �1�i �4 l2 ENVELOPE LEGEND ROOF GROSS WALL AREA W2 IADID FOR OPAQUE PORTIONS ' 112' > COUING-R11A-01D illAVG EXISTING GRADE I t X, p 1.1 LEVEL 21--0- FLOOR-F21 AD 10 CRAWL —WI"ND -W810M)--, GLAZING 8 DOORS-SEE A020 FOR AREAS AND PERFORMANCE vt Z LOWER LEVEL > 2E 117 1�\ NORTH ELEVATION-AREA TAKEOFF U) W 2 ENVELOPE TAKEOFF 13 SCALE 3/32—V-O' % <AD 30) 0 THERMAL PERFORMANCE I C: MARK AREA 1P 0 <7 0. O O:N CEILING Cl 1 2479 R-50 CEILING--- < 2479 CE , CD FLOORLr % F1 1 2580 R-38 FLOOR C Z 2580 GROSS WALL AREA wl 800 R-23 GROSS WALL AREA Jill 31'-6 UT AVG EN 14 W3 illfl 1 ffl'��, 21'-0' 684 R-23 GROSS WALL AREA lYl W4 777 R-23 GROSS WALL AREA N4 '�i HI 4 Mi JSTING GRADE. 1 C W2 22 R-23 I GROSS WALL AREA �2�2 R-B I G R055 WALL AREA 20'-0' W6 684 R-23qRqlS M ALLAREA Jr CRAWLSPACE - W7 19 R-23 GROSS 'ALL AREA R-23 I GROSS WALL AREA 6-7'45.- 16-01 4 A CT 2 8 2020 )IJ I W10 1 19 R-23 11 AREA WS 1 2?� R-23 GROSS WALL AREA VEST ELEVATION -AREA TAKEOFF FLOOR AR.EI---'-- 3076 SCALE 3/32"-l'-O" NOTE SEE A010 FOR WINDOW&DOOR AREAS AND THERMAL PERFORMANCE Southold Town Board of TrUSTOS 4) 5 0�5 C, (D C3 ROOF­�_ 31'-6112' E) AVG EXISTINGGRME IN 21'-0' >1 MAIN LEVEL 20'-0' CRAWLSPACE 151-01 prinapal architect TK LOWER LEVEL 101-91 project manager CG d.—by DF NL SOUTH checked by QC ELEVATION AREA TAKEOFF -D job no 1305406 dote 09/28021) `Asan S 3<A mvmions CI (B OE D ROOF ROOF --- ------ RIP 31'-6112' 'll ji it"I rill, I F-11�1 mill'-t1 I ,1 11,11 ;,vI I AV...T1NGGRA.E M .1 *11 AVG EXISTING GRADE ,7r� -+4 W, I ,,11all! 11!'J,P 21' (WALLBEYOND) 2 if • MAINLEVIEL W9 ---'•r MAINLEVEL Mm i.- no date by WID] 20'-0' B 20'-0' CRAWLSPACE _CRAVRI SPACE -PE�MFSE7 15,-01 151-01 — - ,0912sm6o LOWER LEVEL 4 \A) PARTIAL SOUTH EL-AREA TAKEOFF EAST ELEVATION -AREA TAKEOFF ROOF AREA 7 3 SCALE 3/32'-7'-0' ENERGYCODE- SCALE 3/32 =1'-0' SCALE 3/32-1--0" AREA TAKEOFFS AO.30 Generated by REScheck-Web Software REScheck Software Version:REScheck-Web So Iris I FaundaHanmapap[an Camplias7 I CommenwAssumpHons g Y Inspection Checklist o3"LAp—tecwe cavedig is Installed t° LJ lmpl es Excet"Im Requlemem is a°layWlcaMe ! p��m Compliance Certificate 45 (FO11R p tact erids.o numm ns m be ❑Does Not �a i Energy Code 2018 IECC and exlenes a blit m m of fm below location on lans/s No ex d extenor,nsplatign K grade ❑Not Observa0le D Pec. pas¢ ONO Applicable m Requirements 1000%were addressed directly m the REScheck software 4039 snow.and m fine,ting system controls Ocomolms Exception Regmremenl is not applicable I Project North Fork West Text In the'Comments/Assumptions'column is pmVided by the user In the REScheck Requirements screen For each (FO12P motolled ❑Oce,N°[ 6 3 v requirement,the user certifies that a code requirement will be met and how that Is documented or that an exception ❑Not Observable 111 on on pl,mu,pec Requ,mments will be met -ry Energy code 7018 IECC Is being claimed Where compliance Is Itemized In a separate table,a reference to that table Is provided rR m §Not Appina0le lgcabon Southold,New York Section AddHlonal Comments/Assum 1 s Comtmcbon Type 5ingle•fam(ly o Pr lnspeRioNPlan Raviaw Planya YeNed Flol Va YeOatl I Wmpltast COmmontsf strtDtlonS O° Pro ettT New Construction 6 Re ID l �C 1031 ConstrucVon drawings and §CgmDlies Requirement will be met Conditioned Floor Area 2,174 N2 103 Z documentation eemonsnote _ §Does Not Glazing Are. 67% IPRl]1 energy Code compliance for Me I Location on plans/spec Climate Zone 4(5572 HDD) el bu,ld,ng envelope Thermal jONot Applicable AO 30,A020,An a— Permd Date Coristru trepresented on Permit Number s[ruttlon documents 1031. Construrlloo.in sand I ,OComplms Requirement wail be met 1032, documenergy ode oomph nl,10, 1 OOoes Nat Co. ' Construction1495MamSite Do erl call 1 Oe51 Sunni On[rs CtOr 403 1 energy toe¢compliance for I ONot Observable Neel n on plans spec t7 Ea895 anon Road 13235 call LLC Tom KurMg IPR3] System and mechanical systems _ t fltgulrrments will be met East Mahon NT 11939 13235 Main Road Olson"fila y Systems serving muluple ONpt Appilcable 631298 611952 6.IT..,Jactwn street dwellingunrtsMm IECC emte } fi312988065 bbl Floor C°omie Ce withthe IECC L Z Seattle.WA 98104 Heating and Pmvnions i Z chds@olsonkundig rom 3021. c-ling Man al5 based Is Healing Heating OCompll¢o Requirement willbe me[ L O IM oiled d,calculated A ted per ACOA coop_ cool ONot ObS U) • IMF 0^loads calculated per RCCA Cooh,g Cuolutg Location on pl It to o tic {a Manual J or other ode offs RluAtr_ BtuMr_ ONot OO,ecabl, Requirements will be met approved by the code olHClal §Not Applicable t1A � Compliance 109%Better Than Code Naaimum VA 931 YawW 847 •imam SNGG 0.40 law SHGC 037 In a'uoes�w nw eco e,mtauai::�,w``u;'esmircd�u:a:�", m<•io r�"d w,tm•°waoa r.Iw Additional Comments/ASSurnPNons' Y no O 0 ❑N Envelope Assemblies LL 0 N Z CS w <. Ceiling Flat CeJinq or SdssorTmzs 2479 00 Soo Dols 47 tL N2 EST en°r Walls wood Frame 16'oc 3076 230 00 0055 46 O eL Opaque Doors Solid Door(under 50%g(e211g) 167 0370 62 e Z �y Door Glass Door lover 50%glazing) 258 0330 85 SHGC 034 Flied Wintlow,Metal Frame w/Thermal Rreak 1630 0290 473 SMGC 038 Windows(Sliders)Metal Frame /Thermal Break 177 0380 67 SHGC 033 Floor All Wood]olstormss 2580 3B0 00 0026 67 Comphance5tatament The proposed huddling design described he,e,5 c....lent with the building plans specoi—kins and other C Icuttui..submitted with To "'d application The proposed building has been of lgned to meet We 2018 IECC requirements In REScheck Version RE5check Web and to comply with the mandatory requirements listed,^Me REScheck lnspeNon CheckE idlfat I Name- e slgnxture Date D tll [1lHigh Impact(Ter]) Metllum Impact(Tier 21 nLow Impact(Tier 3) ]Nigh Impact(Tier 11 ��MMI9m Impact(Ter 2) lnw Impart_(Tier 3) OCT JO�O Project Title North Fork West Report date 092520 Project Title Ngrlh Fork West Report date 09/252d T 0 Pooleele North Fork West Report date 09/25/20 Data filename Page 1 of 9 Data filename Page 2 of 9 Data filename Page 3 of 9 Southold To,"I in Board of TR'Stk�S Settlgn seciton pore Verified Field V-1,24 Section Pians Verified Fold Verified I 1 Plans Vedfied Field Verified p Value Value 6 Ro ID FreminB/RouBh-in Inspactionl Value Valuq CompllesT Comm°.WAssumptwns a� Framing(Rough-in fnspect,on value Value I Com IiesT CommentslAssumptlons 9 Insvlatlon Inspeetfon CompliesT Comments/Acsumptlore _ 6rR 10 6R ID 00211, Door factor u-_ U-_ §Compiles Sr_rne Fnwkoe asswpeaes 4036 AUWM,t,C or grewy,O-pent are jOComphm Requirement will be met 3031 All installed!mama°onolabeled OCOMPlles Regilrement will be met 40234 02 3 4 Optics Not tack.1 values IFRI911 installed on all vu[tl or au ,§Does Not IINI3P or them- R values FODoes No, [FRl)1 Iln[akes ane¢xhaurts locetlon on planLspee• prowled 0 §Not Observable 1§Not Observable Requirements wet be met 13 ONot Observable ONO Applicable ;Otho[Apph<aple §Not Appliw0le 40211G1.mg U-factor larea-welghted U-_ U_ OCompties see uw Envekpe Assemenn Additional Comments/Assumptions' 40211, Floor insulation R value R-_ R-_ ❑Complies ee tro Fnwkpe Assemeees 40231, average) §pees Not near lmwv,ez Q226 O Wood ❑Wood §pop-Not NntYe for valuer 40233, I (INS]' []Steel §Steel §Not Observable 402 5 §o[Observable $ ONO Applicable (FR21i []Not Appl—ble J d _ 3032, Floorm,uiatlonm"all2d per IOComplies Requirement will be me[ prmapalareheeel TK 30313 U/actors of fenestration products 3§Compbes Requirement cell be met 4022 J manufatturers,nstmttlons art M Me - ❑pops Not JFR4]1 are eetenomede,accordance J§pees Not I IIN211 �neezee or Me:�on�r°rfloor I A020 A400 p1a°s/spec project manager CG Otho[Observable with Me NFRC test procetlure ar tnratlon on plans/specc - NO A Q taken from Meeefault table 'ON°I Observable AO IU framing cavdyimulatwn¢In = ,I ,pl,cable drawn by DF _ JON.Applicable contact w,M Me lop s,ee or 402411 Aubamerantlthermalbamer §Complies Remommentwelbemet sheathing,or continuous - I NL Mill mstalled Pc,,Mnufacmrers J§Dees Not Un^ulabon h,nst r fircrnlhaa 4 nd checkedb OC 4FOInSVuttlans `ON°t Observable Rcetlon on planshpee esa°ndsde 01 fmm the boom.on mo y egmrement5 will be mel top of all [ floor Vammg job Ice 13054 D6 ION Applicable per me er Y ' 40243 FencOnot n that n not ode built OCimphes Regwremen[willbemel ' members date 09=020IF101 1 is listed and labeled as meeting §Does Not 40211 Wall-Oat—R-value lfMrs Ra R. R-_ OCompbes ore nae Fnwxk Avse from AAMA AVDMA/C$A 101/15 2IA440 40225 a wall with at lea"w of the ❑wove ']Wootl §goes Not rade lar wakes at has mli Vati°n rales Per NFRC [_]Not Oburvable 402 2 6 wall Insulation on the wall l 400 that do not exceed code ,§Not Appf able DN311 extenor,Me extenarinwlabon ❑S"o"teel ❑No. ONOC Observable fimRS _—.___ recum men(applies IFRI01 ❑ ❑ ONO Aponable 40245 Ie rated mcesseOlighdrg fixtures IOComplles Exception Requirements reVlB,ons IFR3611 sealed at housin9hrtedor finish §Ones NO hot applicable 3037 wall Insuia[lon is In"aI1M per OCamplies 'Requlremen[will be met and ag eat 5 11 Cato 52 D ctm §Not Observable (INd]1 manufacturer s Instmttions ODoes Not l 'leakage led t Pa lncetlon an plans/spec '41 §Not Appbcable No recessed ligthm9 futures IONot Observable 40331 Supply and retOm tlucs In attics ❑Complms Requirement cellbe met ONO Ap011cable IFR1211 Insulated>=R 8 whered,tL is fOOom Not >�3lnches In diameter and>e }}§Not Observable lA<aH°°on PI°re)slxee• Additional CommentSJAssumptipns R6 where c 3lnches Supplyantl )ONO App(,<abla Reguiremens will be met return ducts in other portm's vl [ the building Insulmed!—ll i for e,ameter—3 mchm and R 4 2 w for<3 inches In d,ameter 40332 Duels air handlers and filler I§Comphes Requvemenl willbe met l JFR131' boxes are sealed with jODoes Not Iolntuseams compliant with 'ONOIObservable Lncetlononpons/spec- Intemati-al Mechanical Code a Requirements will be met not date by lotemOlo-I Resldentlal Code,as IONot Applicable applicable 40335 'c cs0,cavities are no[usetl as 0ZIPigs Pequ,rement w0l be met (FR35]1 Butts or plenums y§pees Not lAcatlon on plansfspec �§Nm Appl,caDlee Pequlrements will be met 403A HVAC mihog co eymg 0mds R_ R-_ OC°mpbeo Requlremeniwel be mei PERMIT SET ` (FR17Y b°ve 1054F or chilled rluids §Dees Not below 55 OF am insulated to 2R 11*n on plansf shl y 3 §Noe ob,ewable Regmremeh"willbemet 09/28/2020 Not Applueble I 40341 Protection of insulatlon on HVAC iOComphes Requirement mil be met IFR2411 piping IODoes Not I I Lspec N 1ONpt Observable gmeg.msm mremens on plans Mllbemel l IONot Applicable 40353Hot water pipes are lnsulaled t° R R OComphes Regu,remen[.11 be mel ._I., tit-3 Opoes ENERY CODE- b�ttr°.r°iirn P.AhOpec __ ...— � oN���ee N-11­11- equlr LS,w,llbemel I RESCHECK 1 Hgh Impact Mer 1) 2'Medium Impdtt(Ter 2I 3;Law Impact(Ter 31 I�H lin Impact(Ter]) 2 MMmm Impact(Tier 21 3 Low impact(Tier 3) I IHIgh Impact(Tier 1) 12 Medium Impact(Ter 21 13 Low Impact iter 3� PMJect T,tle North Fork West Report date 092520 Prolea Title North Fork WeSt Report date 09/2520 Project Title North Fork West Report date 09/25/20 A�u.31 Data f ltmame page 4 of 9 Data filename Page 5 01 9 Data filename lenae Page 6 of 9 ` I I section Plans YedRetl Flem VerlNetl SORIan l Plans VedRed Fleid YedOed I e h E f Float Inspection Plovisiom value Value WmpllesT Comments/Assumptions a Final Inspection Pnvis{ons value Value [ompliesT ComitNfmslAszumptlons m>E i 6 Rea ID _ 6Req IDI R UC. I,eS See me£m'aPe Assemaims 40361 +All mechanical ventlla[len system iGComones Requlremen-11 me eL r'n a 402 11 Ulling insulation Raalue R. mp I 402 2 1, C Wood ❑Wood GOges Not retie rw valva. [FUS12 tans npi part of tested aM listed - Gppes Not m . MVAC egmpment me�l efOcaq• l Wlatlon on pl ns/spec l 40222, [j Steel [I Steel GNot Observable ane airflpwlimirs per Table ,GNot Observable Requirements will be It 000O50 402 2 6 ;GNot Applicable yr L IFllp IGNgt Apphcable _Ra0361 m 4032 'Ho nater bgilerssupplymg heat - lGeomplies Regmremenl roll be mel m 3113111'Ciulmg msulauon unlall¢e - GCem Iles Requirement will be,meL IFl261' ithhmugh one-qr two-pipe heating IGpces Not p peC per ` D systems have outdoor setback 'la<atlon on lands - l EG co 'C"t Observable 31132 manutacturers in""'U.'s 1 Does Nol ntrbl to lower boner water Requirements will be met r9i€m IF121' Blo—howl"It'marked every (GNot Observable i temperature based on outdoor �GNot Appllcable m R 300 R' ,GNot Applicable 'temperature 4°223 Vented attics with air permeable GComplies Esceptlon Requlrementls 403511 Heated warercirculabon systems 'GComplles Requirement will be mel 111221 InsuMbon 1-1 de b.Me adjacent IGOoes Not not applicable [R2a1' ave a circulation pump The C30-s Not system he"n pine Is a dedicated El of Observable Location an planahpec to wMl and dove vents that I(]Nat Observable I return pipe or a ca10 water 5up01y Requirements wdl be mel extends over Insulation _I pp No yen_ed attmlanslapec i ... tlmemros IGNat Applicable ,GN4IA bcable not tyan G 402 2 4 'Attic access hatch and duo R-_ R-_ GCompll Repuirement will be meL Yphon cU C.run systems ore a— t present Centrals Lor ! IFI 2311 Inion act-value at Me GOoes Not circulating hot water system '.zacenl assembly Location on plens/spec 'pumps start Me pump with signal GNot observable R rn 13N4t Applicable Na aMc for h.ou m`yvotontrols wiMin the ocNpatc Controls Y 412 4 1 2 Blewer door test @ 50 Pa<=5 ACH 50=_ ACH 50=_ GComDhes Requirement well!re met auo,water id Wm off Me pump .I (FI371r ach in Climate Zones 1 2,and GDoes Not when water Ls in circulation loop s- < 3 ach In Climate Zones 3-e GNot Observable =I*n on plane/apec Is al set paint Wmp"Wre and } GNULApplicable AD 20 n0 demand for not wateresists a Z 4p3 3 3 Ouch are pressure lesmd to cfm/100 cInV100 GCompiies Regwtemenl will be met. 4035]2 Electricoheat[race systems !0 Implies Esceptlon Requirement is Z IFU91t py voM IECE 5151 or UL (GDpes Not tapplicable 0 IF12]Ir determine air leakage wlM t� T 1313—Nal ;515 Controls aulomahcaly l�. GNo[Obeavable Locetlon on I ns/s 7GNco Observable r (r ether RougK-In test Total p a pec ads me energy Input[e m¢ Req.1nOn an planers Igokage measured with a Requ=rms will be meL neat tracery M maintain Me GNpt Applicable Requirement does nota0ply I Q pressure differential of 01 Inch GNo[Applicabled iced lata temperature In Me 9 alrq Me systemmdudu, pipmg f/] the manufacturer's an handler 40352 pmand mclrculation water iGComplles Requirement will be met enclosure If hr trilled al lime of QQ lFU012 'Tyn�ms nave controls that (]goes Not W est ge oreastruaaon rest Total ge oP` U.n of the pump I W ad—on pitmerspec Yv m leakage measured with a and limit me[empmture of the `IGNot Observable Requirements will be met O LL O N pressure dlHerentlal 00 l Inco ester enrenng Me colo water IGNot Applicable O Q� w g ecross Me enure system pipmg to< III- mdudmgmos,re acturers air 40354 ,Oram water heat recovery units ,GCOmphes Esceptlon Repuirement is �_ Handler enclosure 40334 pact tightness test result al<m4 con/100 ctm/100 GComplie, Requnement will be me[ IFl311' lesteema�cordance wiM CSA � Dces Not nal applicable QO IF14]1 c/mr100 R2 ecross Ute system or fl' R� GOaes Not 655 1 Potable waterside - GNat Observable ac < 3 ctmf100 N2 without au Not Observable Location on plansfspec Pressure loss of dam water heat lecatlpn nt does notplarestiapply s' [' m recovery units<3psi for Pivot Applicable RepunementdcesngC apply Kandla@ 25 Pa For mugMn liegmre e[s will be me' N tests venfica[ign may needm GNo[Apphceble inervieualunits cdnnMed found Z' co r ur dunng Framing lnspe1. rlwo showers Porenle xater- - - F. anti 403322 Air Hantller leaks designated GCompiies Requirement oval be mac 'side pressure loss of dram water n Z 7 y ge heat tadvay um6<2 psi ler _ IFI241+ by manufacturer at<­2%of Gpoes Not ,,d,,­I amismnnecUd to ' ,designalrflow • ;014.10bservable lecetlan to pi..W pec 'three or more showers K I equiremen �GNpt Applicable R rs will be met 403101'Readily accessible switch on IGCmphes Requirement will be met 40311 Programmable Ihemrostals IGCcmphes Repmrement..It be met. (1112]' heaters for swimming points w GDM Not IFl9]' installed!for Co.tml of primary 'GDoes Not 'permanent ln9murM spas IGNol Observable Locetlon"III...Rip- heating sad ono ing systems and _ Location on lens/s Switch o Mtron does not Requirements will be mel initially sal by"Ime nufa'O""—erto fGNo[Observable Requvern¢nts xAl be meL honge heaterM—tin LGN.1 Applicable ON cable cncudbreike— codesPedacatiom setung Heaternnalledmoecead-1 of swiW - C I 1 +' 40312 Heat pump thermostat installed F GComPiies Regmr¢m-1 wdl be It ,G—luetl heatersequippedwdh 2 (j��'' I7� ;I �rF� r� IFI101' on heat pumps i PDoes Not Igo tlonpilats Mat are not '� tl V 11 � Y•/ I; �I {i` �GNot OM plan Location on plansMpec continuously nummg pilots S E `! LL'` 1 E egmrdmdn 403102 IMmer switches or,cl GCom II Requirement will be met GNo[Applicable R is will be met p es 40351 Circulating service h4[wa[er iGComplms Requirement Oe me [FI191' aummaacpreset schedule jGDoes Not —� co trot method are Installed on Locetlon an plonsrapac IFI11P ,systems have automatic or iCID—Net jhealers and pumps serving pools `GNot Observable Requirements will be met accessible manual controls Loca'0"=V un on plansfspec. and permanent GNo(Applicable r[Not Observable Requirements will be me[ tGnot Applicable OCIF ^ ,yOILryo 1 Hlghl;pad[Ter]) [Te,2jJ3,lpwlarath,Rier3) 11Htghimpact[Tierl) nNeelumlmplct[Tier2) i�LowlmpactlTler31 I L L Protect Title North Fork West Report date 09/2520 Protect Title North Fork West Report date 09f25R0 Data filename Page 7 of 9 Data filename Page 8 of 9 Soulliold Town i Board of Tms,eo._I I Section I plans_,11 III Hem VerlHed Final Inspection Pnvislorts Value Value CompliesT Comments/Assumptions 2018 (ECC Energy 403 11 3'Outdoor Keeled pools and GComplies Regmrement will be meL IFl2°'' ,°"`doorpermanelepakKa"ea ,GDoetNot Efficiency Certificate mmant cover Lomtlon on planLsp¢e• ;vaporm GNot Observable Roo"remams will be met GNo[App'icable 4041 90%or more of permanent m GComPI es Repuireent will be met. l if"], flclures have high efficacy lamps. 'GDoes Not IGNot Observable Locetlon on planslspec GN,LAPyhcable Requirements will be meL a0411 ,1.cl gas lighting syslms Have ( .„GCompl,. Esceptlon:Rem.hehmntis Above-Grade Wall 23110 (11231' `no nnuqus Pilot light - ,Goods Not not applicable Below-Grade Wall 000 Prmclpal archlteet TE is I "LGNm Observable leratlnn on planslspec Floor 3000 prelectme-pr DG ,GNot Apphcanle Requirement not applicable 1 4p13 ;Compliance cemhcare posted GCamphes Requirement will be me[ Calling/Roof 50.00 d2wlt by DF ' 111711 -�GDoes Nol Ductwork(unconditioned spaces) NL t E3_ of ica Observable checked by OC GN , App ble 3°33 (Manufacturer manuals for GComphes Repwrement will be me[ Window 039 038 lab In 7705406 If118}' sy hi meal and water Beating lGppes Not 1 systems have been provided IGNet Observable Doerr 0 33 0 34 date 09282020 j IG Not Applicable Additional Comments/Assumptions Heating system: Cooling System revisions Water Heater • Name Data. Comments I w data by I I PERMIT SET f 09282020 I I I I ENERGY CODE— RESCHECK ]High lm0acl[Tia l) 2.Medium Impact flier 2) 3 lox Impact(iie3J ' Protect Title North Fork West Report date 09/25/20 Data filename Page got 9 4 O.3///''��� -- — 1.�-- SHOW 20' _ SIDEYARD _- SETBACK _ DASH IN ROOF - - - - _ ABOVE EAST AND ® - - WEST DECKS - TURN OFF FURNITURE LAYER PROPOSED POOL ANDENCLO+SURE. � D TO BESUBMITTED UNDER SEPARATE ` PERMIT I TERRACES 215 T 2 - - - � - PROPOSED TERRACE 12--0', _ 215 iP PROPOSEDTERIACE , - I 24'-2_ - - 16 PROPOSEDWALL -� TW21.5 + \- �4 U j � I I PROPOSED �� _- - \�I OCT 2 8 2020 DRNEWAY ILA SoucWld TCNII Board of Trestabs EX.BLDG TO - 10 t BEREMOVED I I I A I - , I IO 115 130 16011 _ I LANDSCAPE ARCHITECT ARCHITECT DESIGNER CONTRACTOR I ISSUE DATE DESCRIPTION SCALE STIMSON i 1D.D NORTH FORK RESIDENCE 3 SITE PLAN DAT[ STEPHEN STINSON LANDSCAPE ARCHITECT OLSON KUNOIG R P HILLER I DON BUILT 09 24 2020 4 _ - 2E8 NOFT OIK STPCC7 z MO UA Ta1x ROAD 159 s JACKSOx sT 3600 35 C 10TH ST 88 263 3fiIH ST SUIT[E?13 14895 MAIN ROAD EAST MARION NY 11939 5 DRAWN BY GAVERIDGE IAA 02]39 PRINCETON MA 0154] SEATTLE W'A 96104 NEY�YORK NY 10003 BRODKLYA NY 1:232 SCTM 1000-23-1-2 8 6 STIUSCN T fi17 E76 8960 T 976 4fi4 1200 1 206 E24 5670 I T 646 478 8201 T 34:T3-4 2621 I 7 1 REVIEWED BY PERMITTING L 1.D STIL'SONS70DI0 CON 5 SS 2 204" 24-r 181. A718 f p-6 I SNRE ROOM SCHEDULE-CRAWL SPACE ROOM NUMBER ROOM NAME I AREA Cao, Ca • LOWER LEVEL LNOCCUPIED I UNCOMMONED >- 000 IBASEMENT -------TISM-SF z 112IRAWLSPACE 11111F C S 001 C RAWLSPACE F w- 2273 SF U) LLI ACCESS HATCH ABV c� LL w cf) CRAWL 0 SPACE 00=2 co Fl/ E CE. < � TVPA4 ee OCT 2 8 2020 So uVio I'dif w Board 111 1rustees Fl BASEMENT 7Aa to ry 4 UNCONDITIONED SPACE principal aTchbol TK rojectmanager CO drawn- by OF NL ch-ked by OC Job no ,705406 date 09124112020 _ __ _ _ _ — t a07 t� �i� _ — __ _i^-r-1— _ __— _ __ __ _ _ _ __ — revRlons CRAWLSPACE 6-10" y 7-T rro cbafv by REIESIFORTUIAIOVE COORI ELEVATION WITUB DRAENSIONS PERMIT SET B 09/2812020 71i 2 o LOWER LEVEL PLAN LOWER LEVEL PLAN SCALE 114 A2.00 Li A� 2 ; Se 17-0' 20'-0' o Q E j 6-0• BA' T-5 Ur T''-91FI 1s-0' 20'•10' rd 118' "8 I A3 m I 4 1 a ' CHASE II I 1„ - --- ----- - -- - - -- - -- -- 3 --- ---- -- - ------ -- --`-' -' ---''------ ' - ---- -- -----'--- -- -----` - —------ -- -i----- - ----- - ------ — ------'— — ---- — ---' - —`- - -------- — ---- - E� ILI 11 'I I ROOM SCHEDULE-MAIN LEVEL 1081 IL EXTENT OF TREWS ROOM NUMBER I ROOM NAME I AREA OVERHEAD MAIN LEVEL •— INTERIORICONDIIONED • I I / I BANQUET COUNTER it 101 LMNG 949 SF e7 'DECK STORAGE KITCHEN ;I DECK , tdz BmR00M 9505E 115 108- C '' 112 103 BATHROOM RedundaN Raam Y 104 KTICHEN 2965E Z 105 :PDR 122 SF 108.2 n + 105 CLOSET IRmudarn Room 107 ENTRY 695E `�(/ \� 2��'-B• J II I 198 STORAGE 67 SF i W < ti 109 WC 145E 110 SHNRCHASE90v2390 SFOF1E%TEfIOR q O QSSHATCH REF I 112 DECK 13125E LL w N TO MELHATCH \ P7 113 DFK 568SF p I e_ 114 DECK 303 SF � = Q o I m 115 DECK .15F RANGE/ l I - 25345F m it i Grand total 4924 SF OVEN n, m OUTDOOR PDR I o ;I O E Z 7 US I SHWR �r 2X8FRAIANGWI 105J L it I ADDITIONAL Ill®PDR /11 MP3 I +I r 107 2 1071 A4 m $ EDGE OF DECK r W2 n W2 ENTRY \ !� S! ! it1,rJf A L i1 \ 14-712 I' `� 1_� 1 I _ f r------ J ; I OCT 2 8 20 0 @1 I TV I 1 Southold-(erre I 2 a 1<A301) lL Bosrd of Tr'=te'.s I j r EXTENT OF TRELl1S 1 OVERHEAD I II DECK BEDROOM DOUBLE-SIDEDCLOSET LIVING DECK CASEWORK { 10fi 1 I 1�1 I 113 I � I z f --- �y2o'-B• I / 4 I FIREPIT y N F3 F320'0' F1 EXTENT OF TREWS AA00 OVERHEAD ti I l y I principal archlrocl TK '-61¢' 4'S' 3'-2 - _ _ _ I project manager CO drawn by OF checked by OC Job no 1305408 date a9IMI) ---- I r--- - ---- - --- _ ---_--—- -- - --- '- — �_,c ¢C P3 SCREEN IeVI5lona W2 i 3'-711. 6'-101" ' -INFRAREG � t t� I SAUNA i l i' 108 _ WCFl m H �_J � 709 \m (�l `'� BATHROOM 1 103 ` c 1 m dak by I P2 I + P3 F3 VANITY�I ; SHWR ^l id PERMIT MIT SET 9 fQ�I B 091281Z026 Tue i 0 2 Z A3A0 w 4 our OR GARDEN MAIN LEVEL PLAN SHOWER I ��- saa ra 5-10• MAIN/ LEVEL PLAN I A2.10 i 5 s�• ` ' 15-0• �- 20'-0• :3�K 20-10• 2C-T I I I m'$ L— I sae DS Z OC I W � � 00 Y �ad R1 snaIND TREWS § RC2 GUTTER SLOPE O 0 w N 112 U = Z C L QO L g O m� I O e Z �EUS � I I 1s-0• �. STL CANOPY I n E V Imo - I OCT 28 20 0 SoutliA'bwn I Board of lr Is,'ns wI min R1 ( O 4 I / I ROOF OI EXTERIOR SPACE I � pnncipal archaea TN j I i pf5ject manager CG d.-by OF I checked by OC lab no 1105455 date 0912912525 , ' I DS DS �GUTTER I I GUTTER T¢VRIanS _ SLOPE ' SLOPE { • 112 112 I I • I I I R1 ' GUTTER 'i Ino data by ' I I I i ' I I ROOF.EXTERIOR SPACE PERMIT SET 08/2812020 .� I SLOPE SLOPE 112 112 I Z A I ROOF PLAN ROOF PLAN I ' , `� SCALE 7/4=1'-0' / A2.20 I I C.003o f c_j= i { W y Z 106 10 Qe a i e m // m r 2 l4\ �y z I � z 0 ROOF WI- 31'-6112' 1 31'-6 112' } e ug ro ' STRUCT STL W1 HGH PERFORMANCE COATING I 7071 / 2661 ill 2661 II /j // �; • O H LL Kry ,i .: CLERESTORY Z C -;-{'�-`-` I 1 'I — - -- 1---- J� EXT wosmlNc }�iil� �7t� `- iljFj 1 -� f IS ON Zvrj 1-I �.�,� SII ljCj!'111 ',, Iv .� / I 1�1I'•`1!I;I.� II i Will! 11ll!!- ��t � ��Ij'��I,I i I I I I ; -I--- AVCnra'i2G1R'AD0E' 21i sc73 sJ MAIN LEVEL I I -0' E CE 1 CRAWL SPACE I-- , 151-0' IfIf tIt t➢� ��IL 6x11 OCT --- — - - — — - - - - - - ----1--- -- --- ---- ------ - - — -- -- -2 SOUTH ELEVATION — - } Ul 2 20,20 4 LOWER LEVEL --— — -- 1 L,11_ I SCALE 1/4"=1 L SoutholtllTIoom - e oard of Td"sigas \3 I I I STRUCTSTLWIHGHSTL FRAMED rinc:pal architect TK PERFORMANCE COATING j WDOS-TYP pproleQ manager CG ' --------Sr ftooF ----'-------------------------- - _' _ - _� - - 31 612 16 I draw n by DF I _ __ r-..-�-�.;. 3a+...,-�: - -/-.•__ - _ �_ I _- _ --�_:.,r�r`=�-mrlr:� sr.-zv_v-i-� ..�.,__ _��.__ __.ar--F.. �� I NL BO STL 9 checked by OL STRUC STL WI HIGH - Job no 1365466 PERFORMANCE COATING o CLERESiO_RY date 6PlIBR67➢ 30, 61 -Y 'M_117177, ( } 216 EXT WD SIDING � AVG EwsnNGGRADE -- -- --- ----- - -- --------- ----- ----- �anll---'sG- 16i cl''— -- -- ----sc i ---sc --- rI 4 -I-i f I`.II I I-r;f•1-'-{�-.{ �T 'Thl---- — k- 77IIMAINLEVEL ---- 20,_0.--4 —BBG i no date by ' I CRAWL SPACE PERMIT SET LOWER LEVEL S 09/28/2020 ' ELEVATIONS NORTH ELEVATION � I 1 I SCALE 1/n 1'-0' A3 .00 I I ' OE ' RD F . -_ CLERESTORY PERFORMANCE COATING EXT IND SIDING J-1 -I AVG rING GRADE cn JI 1-4 SO MAINLEVEL LOWER LEVEL WEST ELEVATION proled-ger GO Poor date 09/2812D2D 12101 [2081 12241 DATING CIS PER MANGE COATING niALLIM FRAMED mKq)ow-: ' . / AVG EASTINO GRADELM I ' / ' �r�� --._' E ! -- --� — --- -�� -- — — ' -- ----- --- --'------ -------- --- -- -- '-- —'��-�- �� �� - � ! | LOWER LEVEL ^ 10. 9. | ! | i | | | / � sLaVAnomu EAST ELEVATION | . | | �� ��.���� U � � lSCALE . �~�v� � I i 5) �yR i I I V m I I ; I _ ROOF } _ _ — - - --- - ----- - ----------31'-6112't Z _ • -- - - 1�---•--- - --- --�11 -L - f�� .,, _ f �' ], •i. - - 30'-6' W ctEREsr0�� U - I 6 t - .'if • Il E ..i€ r�—YC'I. got �� �;, 711 - - �l�I O O Ix BEDROOM CLOSET 102 i99 `" [; n e z <r ______ MW20 OLEVEL - -- w=� ------BASEMENT i CRAWL 51-o 1 r UNCONDITIONED SPACE J + LOWER LEVEL 10'-9. ICC E1yl l � E-W SECTION LOOKING NORTH I ; SCALE 1/4 -1'-0 OCT 2 8 2,020 , I I Southold Toom I'E'\I t^ (B) T D) 1 I pnncipal archeect TK ROOF protect manager CG - - 31'-6 112' drawn by OF B 0 bTL NL „mom - ,r -- —_ —- _ �` -y-`.�_ __` _ __ _.-- __ ,, — ——_ - 30'-6• checked by OC __ t i ER280RpY dao 092SR029 j f TT�i _ ro _ - -- 0L CLOSETI� - BATFIROOM�� 1i l t X1041 X70 r7! _ revisions 7 I i POOLTO BE FILED UNDER SEPERATE PERMIT �— ' ti - ) MAIN LEVEL J 1 20'-0' ' I I CRAWLSPACE - I I BASEMENT CRAWLSPACE i 092 1 090 I 991 i no date by CRAWL SPACE r- - _ A. -PERMIT SE_T -- -- LOWER LEVEL 10•-9. 09128/2020 SECTIONS N S SECTION LOOKING EAST A3. 1 0 I m E i�9 m� Sae _[nR m } Z Z c Q I.I.I � N � 1 Y �c O N °N Z o O F- �J e Z o 0 I Sn CANOPY 1( n -- -1' - - _ _ -- -- --- ---- - --� - --- -- --- -- - ---- - =`0�. - ---- - - -a ROOF 31'-6112"31'-6112" OCT 28 20 O o sn -SURFACE MOUNT T-- -- @@ 30'-6' TRACK IIGM EXPOSED TIMBER JOISTS EKPOSEDTIMBER JOISTS— CHANNEL PER STRUC / I RdZi`i Qf ITL'SLv?i Wl n WIsANGLE SHELF- - -- ------ - L I CLE RESTO RV 28'-0' j SLIDING WINDOW WALL Sn GOL BEYOND PER STRUC FIXED PANELS WAN HSS FRAME LIVING DECK LIVING .1 �p1 2 pnnnpal architect TK project manager CG I drawn by OF ! NL / checked by OC F1 F7, F1,- I b- 1305406 I -_ R`t —__ _-_- Y MAINLEVEL Y date 09=01D t �g BASEMEN W7 1 u,Xr.M BASEMENT W7 t:�, Q.��1�2 .?+1-_ -10 .A'.� _- _-_ •✓-s 1HYAW _ CRL SPACE _ t5-0 Jam•. Eg'�.�x�sG 4 awe n r'c-`sJ�r?�?• _ _ _ _ - __ 1 s-�x` 9�".�-_ o date by �-s' H E .-i F�[tom_- i'?z•�^�__—_ _ —_- EYE j= - `s-,'fg3t;` PERMIT SET LOWER LEVEL i FOOTING DRAIN WALL SECTIONS NORTH LIVING ROOM WALL �\ EAST LIVING ROOM SLIDER /��.00 ` 2 A /' ALL 1/2'm 1'-D- �J SCALE 1/2-V-0' jGENERAL NOTES STRUCTURAL STEEL ICONTINUEDI ENGINEERED WOOD PRODUCTS SPECIAL INSPECTIONS TIBC RDIVI 7 ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS 8 SHOP PAINT EXTERIOR EXPOSED STEEL MEMBERS,STEEL MEMBERS NOT ENCASED IN CONCRETE OR 1 WOOD IJOISTS PROVIDE ENGINEERED WOOD IJOISTS SIZES AND SERIES AS SHOWN AS 7 INSPECTIONS SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR THE r AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS INCLUDING THE 2020 NYS RESIDENTIAL LODE SPRAY FIREPROOFED AND ALL STEEL MEMBERS AT THE EXTERIOR WALL WITH TNEMEC V70-090R MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL INSTALL IN STRICT COMPLIANCE WITH THE FOLLOWING ITEMS ALL GOVERNING STANDARDS LISTED IN THESE NOTES SHALL BE THE EDITION REFERENCED IN THIS APPROVED EQUAL EXCEPT FOR MEMBERS TO BE HOT DIPPED GALVANIZED MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS,INCLUDING CONSTRUCTION BRACING A INSPECTION OF FABRICATORS(IBC 17042 5) o h E , GOVERNING CODE 9FIELD PAINT ALL EXTERIOR EXPOSED MEMBERS WITH TNEMEC V530 OMNITHANE OR APPROVED EQUAL MINIMUM BEARING LENGTHS WEB STIFFENERS SQUASH BLOCKS BLOCKING KNOCK-OUTS AND HOLES, B STEEL CONSTRUCTION PBC 17052) 'O $ 2 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING,BRACING AND SHEETING AND SHALL MAKE SAFE 10 LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS ETC a STRUCTURAL STEEL QBC 1705 21) s 0 5 ALL FLOORS ROOFS WALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE SHORING 2 RIM BOARDS PROVIDE CONTINUOUS 1-1/4'THICK RIM BOARDS,TIMBERSTRAND LSL AS MANUFACTURED 1 STRUCTURAL STEEL WELDING(AISC 360,AWS DI 1) _ j AND SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE By WEYERHAEUSER OR APPROVED EQUAL INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S 2 HIGH STRENGTH BOLTS(AISC 360) j w a P PROJECT JURISDICTION HIRED BY THE CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND MASONRY LINTELS LINTEL RECO MMENDATIONS AT THE PERIMETER OF ALL FLOOR PLATFORMS C CONCRETE CONSTRUCTION(IBC 17053,TABLE 17D53) c Jd a CALCULATIONS FOR THE OWNER'S REVIEW 3 LOCK-DECK GLUE-LAMINATED DECKING TO BE DOUG FIR,SIZED AS SHOWN ON DRAWINGS INSTALL a MATERIALS TESTS(IBL 1705 32,TABLE 1705 3) m 3 THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY THESE NOTES HIGHLIGHT 4'-0.OR LESS L4x3-1rM5/1fi LLV DECK USING RANDOM LENGTH CONTINUOUS(RLC)METHOD AND FASTEN TO LUMBER MEMBERS b POST-INSTALLED ANCHORS(IBC TABLE 17053 ACI 318 CHAPTER 17) RATHER THAN REPLACE THE SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL ACCORDING TO MANUFACTURER'S GUIDELINES CANTILEVERED OVERHANGS TO BE FREE OF END- D WOOD CONSTRUCTION(IBC 17055) i 3 v 4'-1°to 7'-0" L6x3-12x5116 LLV JOINTS PER MANUFACTURER FOLLOW ALL MANUFACTURER'S SPECIFICATIONS E SOILS(IBC 17056 TABLE 1705 6) FOUNDATIONS F FABRICATED ITE MS(IBC 1705 in) �4- 2 FRAMING LUMBER G SPECIAL INSPECTIONS FOR WIND RESISTANCE(IBC 1705 11) 1 BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF A 3.712"LEGS ARE HORIZONTAL a WINO-RESISTING COMPONENTS(IBC 170511 3) 6000 PSFASSPECIFIED IN THE GEOTECHNICAL ENGINEERING REPORT BY AKRF ENGINEERING GATED 8 PRO VIDE ONE ANGLE FOR EACH 4'OF WALL THICKNESS 7 ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS 2 STRUCTURAL OBSERVATIONS REOUIREO BY THE LOCAL JURISDICTION AND IBC 77045 SHALL BE JUNE 3,2016 ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED INFIELD PRIOR TO PLACING C PROVIDE 1.564116 ANGLES FOR G THICK WALLS AND PARTITIONS WITH OPENINGS UP TO 6'-0' A AMERICAN WOOD COUNCIL"WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY PERFORMED BYAREGISTERED DESIGN PROFESSIONAL PROVIDED BYTHE OWNER STRUCTURAL CONCRETE ALL NECESSARY AOJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND D PROVIDE MINIMUM 6"BEARING AT EACH END DWELLINGS' OBSERVATIONS SHALL BE THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL APPROVED BY THE STRUCTURAL ENGINEER OF RECORD E LINTELS OVER 6'-4'SHALL BE FIREPROOFED B AMERICAN WOOD COUNCIL'NATIONAL DESIGN SPECIFICATION FOR WOOD CONFOR ANCE AGENCY FOR THEAPPROVEDINSPECTIONS TI CONSTRUCTION IL DOCUMENTS V� 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN 11 SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW CONSTRUCTION".NDS SUPPLEMENT DESIGN VALUES FOR WOOD CONSTRUCTION-AND 3 TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING . PLACE AND HAVE ATTAINED THEIR 28-DAY STRENGTH ANDAPPROVAL NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVEDSHOP Sp DESIGN PROVISIONS FOR WIND AND SEISMIC' DEPARTMENT 3 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 3'-0"BELOW FINAL GRADE DRAWINGS 2 FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED,SHALL BE SURFACED DRY(EXCEPT 4 CONCRETE SHALL BE POURED IN DRY EXCAVATIONS CONTRACTOR SHALL NOTE SOILAND WATER 12.PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS STUDS,WHICH SHALL BE KILN DRIED)AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADESce CONDITIONS AS SHOWN BY BORINGS INCLUDED IN THE REFERENCED GEOTECHNICAL SUBSURFACE A ROOF RAFTERS AND JOISTS DOUGLAS FIR-LARCH SELECT STRUCTURAL I INVESTIGATION REPORT(S)AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS STEEL DECK B BEAMS GIRDERS AND HEADERS DOUGLAS FIR-LARCH 01 SPRUCE PINE FIR 01 OR HEM FIR 01 C STUDS AND PLATES DOUGLAS FIR-LARCH STUD GRADE,SPRUCE PINE FIR STUD GRADE OR HEM CONCRETE 1 STEELDEC KING WORK SHALL CONFORM TO THE AISI NORTH AMERICAN"SPECIFICATION FOR THE DESIGN FIR STUD GRADE Z OF COLD-FORMED STEEL STRUCTURAL MEMBERS• 3 TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES 1 ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS 2 STEEL DECKING UNITS AND ACCESSORY ITEMS SHALL BE FORMED FROM STEEL SHEETS CONFORMING APOST AND TIMBER DOUGLAS FIR-LARCH 01,SPRUCE PINE FIR 01,OR HEM FIR 01 Z A AMERICAN CONCRETE INSTITUTE(ACI)'BUILDING CODE REQUIREMENTS FOR CONCRETE"(ACI 318) TO ASTM A1008 OR A653 WITH A MINIMUM YIELD STRENGTH OF 33 000 PSI BEFORE FORMING THE STEEL B BEAMS AND STRINGERS DOUGLAS FIR-LARCH 01 SPRUCE PINE FIR d1 OR HEM FIR IH B ACICOLLECTION LATEST EDITION SHEET SHALL RECEIVE A HOT DIP GALVANIZED COATING CONFORMING TO ASTM A653 GRADE 90 4 PRESERVATIVE-TREATED WOOD PROVIDE TREATED LUMBER COMPLYING WITH ACO-D(CARBONATE) C CONCRETE REINFORCING STEEL INSTITUTE(CRSI)'MANUAL OF STANDARD PRACTICE' 3 STEEL DECKING SHALL BE SHORED AS REQUIRED BY PLANS OR BY SPAN AND LOAD CONDITIONS TO COPPER AZOLE(CA-B)OR SODIUM BORATE(SBX(DOT)WITH NaSIC2)AT ALL LUMBER IN CONTACT WITH 2 ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM SUPPORT WET WEIGHT OF CONCRETEAND ALL CONSTRUCTION LOADS CONCRETED MASONRY,OR AS OTHERWISE INDICATED ON ARCHITECTURAL OR STRUCTURAL W COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS OTHERWISE NOTED 4 THE SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED BY APPROVED METHOD(TO BE SHOWN ON DRAWINGS ACZATREATMENT IS NOT PERMITTED TREATED LUMBER AND/OR PLYWOOD SHALL BEAR Q 3 ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE SHOP DRAWINGS)BETWEEN SUPPORTS AT INTERVALS TO PROVIDE SUFFICIENT DIAPHRAGM STRENGTH THE LABEL OF AN AC CREDITED AGENCY SHOWING 040 PCF RETENTION WHERE LUMBER AND/OR 111 STRENGTH OF 6000 PSIAT28 DAYS UNLESS OTHERWISE NOTED TO MAINTAIN BUILDING ALIGNMENT AND TO SUSTAIN LOCAL CONSTRUCTION LOADS WITHOUT PLYWOOD IS CUT OR DRILLED AFTER TREATMENT THE TREATED SURFACE SHALL BE FIELD-TREATEDou 4 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60 OR A775 EPDXY DISTORTION OR SEPARATION,MAXIMUM SPACING SHALL BE T-O BETWEEN SUPPORT BEAMS END LAPS WITH COPPER NAPTHENATE(THE CONCENTRATION OF WHICH SHALL CONTAIN A MINIMUM OF 2% I 0� p rV COATED WHEN CALLED OUT ON PLAN REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI OF SHEETS SHALL BE A MINIMUM OF 21NCHES COPPER METAL)BY REPEATED BRUSHING DIPPING OR SOAKING UNTIL THE WOOD ABSORBS NO MORE I O Q r! 5 EXCEPT AS OTHERWISE NOTED DECK SHALL BE ATTACHED TO STRUCTURAL STEEL BY 314.0 FUSION PRESERVATIVE REFER TO NOTES 2AND 3 FOR SPECIES AND GRADE OF TIMBER UNLESS OTHERWISE O o3 DE ILS AND DETAILING OF REINFORCEMENT"(ACI 316) LL w N 5 REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A705 GRADE SO WELDS @ 12"ON CENTER AT END AND INTERIOR SUPPORTS PERPENDICULAR TO THE DECK SPAN AND AT NOTED ON PLAN 6 WELDED WIRE REINFORCEMENT(W W R)SHALL CONFORM TO ASTM A1064,WITH A MINIMUM YIELD EDGE AND INTERIOR SUPPORTS PARALLEL TO THE DECK SPAN WELDS MAV BE OMITTED IN RIBS IN 5 ALLWOOD FRAMING INCLUDING DETAILS FOR BRIDGING BLOCKING,FIRE STOPPING,ETC SHALL = Z STRENGTH OF 65 000 P51 WHICH SHEAR CONNECTORS ARE TO BE APPLIED EXCEPT THAT EACH DECK SECTION SHALL HAVE CONFORM TO THE'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION'AND ITS Q b 7 COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES SUFFICIENT WELDS TO ADEQUATELY SECURE THE DECK BRING THE DECK INTO DIRECT CONTACT WITH SUPPLEMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA"MANUAL FOR HOUSE �'- MIN IMUM CONCRETE BETWEEN SLEEVES SHALL BEG" THE SUPPORTING STEEL AND TO PROVIDE SUFFICIENT DIAPHRAGM STRENGTH TO MAINTAIN BUILDING FRAMING'OR THE GOVERNING LOCAUSTATE BUILDING CODE m M e ALL GROUT SHALL BE NONSHRINK WITHA MINIMUM COMPRESSIVE STRENGTH OF 5000 P51 ALIGNMENT 6 FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF THE GOVERNING LOCAUSTATE O Q m 8 MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN CAST-IN-PLACE NON-PRESTRESSED MEMBERS 6 AS AN ALTERNATETO PUDDLE WELDS FOR STEEL DECK ATTACHMENT TO STRUCTURAL STEEL HILTI X- BUILDING CODE AND THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(AESS)CATEGORY MATRIX E Z �U) SHALLBEA6 FOLLOWS HSN-240R X-ENP-I9 POWDER ACTUATED FASTENERS OR AN APPROVED EQUAL WITH EQUIVALENT OR 7 ALLFLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR A ALL CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND 3' GREATER CAPACITY TO THE SPECIFIED ATTACHMENT MAY BE USED PRIOR TO INSTALLATION THE BEAMHANGERSENERS MINIMUM IB GAUGE,INSTALLED ACCORDING TO MANUFACTURER'S Category AES52 AFS57 955 CONTRACTOR SHALL SUBMIT ALTERNATE FASTENING PATTERN TO THE ENGINEER OF RECORD FOR RECOMMENDATIONS B ALL CONCRETE EXPOSED R WEATHER OR IN CONTACT WITH GROUND Feature REVIEW AND APPROVAL SUBMITTAL SHALL INCLUDE PROPOSED ALTERNATE PATTERN AND ANY 8 WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM STEEL OR FLITCH-PLATE GIRDER SET ...do T(06 THROUGH 01B BARS) Id Characteristics Elements not In Basic FJemenls 6 1-12"(05 BAR,WO1 OR 031 WIRE AND SMALLER) CALCULATIONS OR SUPPORTING MANUFACTURER DATA NEEDED TO DEMONSTRATE THAT THE PATTERN THESE GIRDERS 72'CLEAR(MIN)BELOW TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE S1Nctural Stue1 C NOT E%POSED TO WEATHER OR IN CONTACT WITH GROUN❑ MEETS OR EXCEEDS THE CAPACITY OF THE SPECIFIED ATTACHMENT 9 SND BEARING WALLS ARE TO BE 2x4 @ 76'ON CENTER AT THE INTERIOR AND 2xfi @ i6'ON CENTER AT close view e SLABS,JOISTS,AND WALLS 7 POWDER ACTUATED FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S THE EXTERIOR UNLESS NOTED OTHERWISE ON PLAN 11 Sudaw preparation to SSPCSP 6 1.12'(014 THROUGH 018 BARS) RECOMMENDATIONS CONTRACTOR SHALL BE CERTIFIED AND TRAINED BY THE MANUFACTURER'S 10 ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW WHERE REQUIRED,INSTALL 12 Sharp edges ground smooth REPRESENTATIVE ON PROPER USE PRIOR TO INSTALLATION ADDITIONAL STUDS 13 Continuous weld e p 3/4"(011 BAR AND SMALLER) 8 PRIOR TO FABRICATION THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE STEEL PECKING 11 IAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS p eardrce b BEAMS COLUMNS,PEDESTALS,AND TENSION TIES(STIRRUPS TIES,SPIRALS,HOOPS AND 12 STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES 14 Standard structural bats PRIMARY REINFORCEMENT)1-12- SHOWING DECK GAUGE SIZE,AND LAYOUT AS WELL AS CLOSURE CONDITIONS WELDS TO SUPPORTS t3 USE DOUBLE STUDS OF WALLAND ENDS OF WALL OPENINGS 15 Weld spatters removetl 10 SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL NO AND SIDE LAP DETAILS CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS a ALL REINFORCED OPENINGS IN STEEL DECK SHALL BE INSTALLED BY STEEL DECK SUBCONTRACTOR 14 ATTHE ENDS OF ALL BEAMS,HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE 21 V.-I samples oPhonal r 1� �� /• t7 CLEAN AND ROUGHEN T0114"AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW STEEL DECK SUBCONTRACTOR TO PROVIDE REINFORCING AS PER TYPICAL DETAILS WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH 154' 22 One-halistaridardfabnwiiontolemnces CONCRETE PRIOR TO PLACEMENT 10 AT STEEL DECK WITHOUT CONCRETE FILL THE FOLLOWING MAY BE ATTACHED WITHOUT SPECIFIC (NOMINAL)AT INTERIOR WALLS AND C(NOMINAL)AT EXTERIOR WALLS,UNLESS OTHERWISE NOTED 23 Febnwbon marks not apparent I 'h t2 SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PA05 INSERT AND APPROVAL OF THE STRUCTURAL ENGINEER ACOUSTICAL TILE AND GYPSUM BO ARD CEILING ONLY NO 15 USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED 24 Welds-,to-and amoolh EMBEDITEMS PIPING,DUCTING OR CONDUIT MAXIMUM CEILING WEIGHT=35 PSF MAXIMUM WIRE HANGER LOAD 17 PROVIDE CROSS BRIDGING ATA MAXIMUM OF e'-0"ON CENTER iii 13 REINFORCING DOWELS,WATER STOPS,AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED LBS 17 BUILT UP BEAMS LESS THAN 8'DEEP SHALL BE SPIKED TOGETHER WITH(2)16d NAILS @i6'ON CENTER Notes PRIOR TO CONCRETE PLACEMENT'WETSETTING"OF EMBEDDED ITEMS IS NOT PERMITTED ti WHERE SUSPENSION OF HANGER WIRES ARE REQUIRED BY OTHERS VERIFYAND COORDINATE BUILT UP BEAMS GREATER THAN S'DEEP SHALL BE SPIKED TOGETHER WITH(3)ifitl NAILS @16°ON 11 Rough surfaces blases am deb grease and rouen am removed by solvent cleaning SSPCSP7 i LOCATIONS,PATTERNS,SPACING ETC WITH THE APPROPRIATE TRADE DRILL OR PUNCH HOLES AT CENTER es Rough surfaces are debarred and ground smooth.Sharp edges resulting from game cutting,grind ing and BOTTOM OF DECK FLUTES OF SUFFICIENT SIZE TO PASS SUPPORTWIRES WIRE SUPPORTS SHALL BE 18 WHERETHERE IS NO PLYWOOD WALL SHEATHING,PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF especially shearing are sofmned. OCT .1 ) STRUCTURAL STEEL LOOPED AND SECURED WITH A MINIMUM OF THREE(3 TIGHT TURNS AROUND A MINIMUM 1-117.12" STUD WALLS AT EACH FLOOR (1x4 BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING Ica IntermiUentmids are made continuous,either with addltionalweldmg,caulking or bodyf ller For V L 8 2O2p 1 WITH(2)10d NAILS) mosNe enviranmems,elljoinis are seal welded.Seams of hollowstructural sections are acceptable as LJ LONG FURRING CHANNEL OR NO 3x12•LONG REINFORCING BAR CENTERED ABOVE THE HOLE AND LAID produced. 1 ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS IN THE DECK FLUTES 18 CHIMNEYS ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP P r A AS 360"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS' CHIMNEY SHALL BE FACED WITH 12°APA GRADED FIRE-RETARDANT PLYWOOD GLUED 8 SCREWED TO 1A All bolt heads In connections are on me same side,as specmed,and consistent from one connection to B AISC"3 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES' i STUDS WHERE WALLS EXCEED 4'-0'IN WIDTH INSTALL DIAGONAL METAL BRACING AT INSIDE FACE OF l 5 Weld spatter,slivers,surface dlswntlnuldes are removed Weld projection up to 1/16 In.(Z mm)Is nother C AMERICAN WELDING SOCIETY(AWS D71)'STRUCTURAL WELDING CODE-STEEL° CHIMNEY AT ALL FOUR WALLS a D RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS(RCSC)'SPECIFICATION FOR STRUCTURAL POST-INSTALLED ADHESIVE AND MECHANICAL ANCHORS 20 WHERE CANTILEVERED BEAMS ARE INDICATED THE FAR CONNECTOR SHALL BE CAPABLE OF Al Visual!samples am for butt plug elme gilded joints. aphysiwlsample,afirstaRinspeetlon,asealed mock-up ora JOufllnid IC't�rl JOINTS USING HIGH-STRENGTH BOLTS- RESISTING AN UPLIFT OF 1000 LBS MINIMUM,UNLESS NOTED OTHERWISE r 1 POST INSTALL ED ANCHORAGE SHALL BE INSTALLED BY QUALIFIED PERSONNEL PER THE full-eealemock-up,as specified in the contract documents Z ALL STRUCTURALSTEELSHALLCONFORMTOTHEFOLLOWINGASTMSPECIFICATIONS 21 NO NEW OREXISTINGJOISTSSHALLBECUTORNOTCHEDWITHOUTAPPROVAL Board oflrusteas A WIDE FLANGE BEAMS,COLUMNS,AND STRUCTURAL TEES ASTM A992 MANUFACTURER S PRINTED INSTALLATION INSTRUCTIONS(MPII),AS INCLUDED IN THE ANCHOR 22 FOR HEADERS NOT CALLED OUT ON PLAN 22 These tolerances are one-half ofthose for standard structural steel as specified In this Code. I B HOLLOW STRUCTURAL SECTIONS ASTM A500 GRADE C PACKAGING,TO INTACT BASE MATERIAL INSTALLATION OF ANCHORS SHALL BE CARRIED OUT BY AN 23 Members markings during the fabrication and erection processes are not visible. C STRUCTURAL PIPE SECTIONS ASTM A53 GRADE B INSTALLER TRAINED TO INSTALLTHE SPECIFIED ANCHORS NOTIFY ENGINEER OF RECORD PRIOR TO WOOD HEADER SCHEDULE D CHANNELS,ANGLES,AND PLATES ASTM A36 UNLESS OTHERWISE NOTED INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR HEADER ASSUMPTIONS AND CONDITIONS OF THE MPII ALL HOLES SHALL BE DRY AND HAMMER DRILLED UNLESS ROUGH OPENING WIDTH E so STATED DARDBCONNECAM TO AMICILL BE PER ASTMF3725,GRADEGRADES A325.RE I B52 A490 OR AS FOLLOWS OTHERWISE NOTED,AND ALL CONCRETE BASE MATERIAL TO RECEIVE ADHESIVE ANCHORS SHALL HAVE 2x4 WALL 2x6 WALL a STANDARD BEAM J BEAM/GIRDASTM FINIM GRADES A RD NED A490 OR F7280 BOLTS IN A MINIMUM AGE OF 21 DAYS LESS THAN T.T (2)2.6 (3)2x8 SNUG-TIGHTENED JOINTS(3/4"CONNECTIONS DIAMETER MINIMUM WITH HARDENED WASHERS) 2, INSTALLATION OF ADHESIVE ANCHORS INA HORIZONTAL OR UPWARDLY INCLINED ORIENTATION AND b BEAM/GIRDER TO COLUMN CONNECTIONS COLUMN SPLICES AND BOLTS EXPERIENCING NOTE BASED ON TABLE 101 OF AISC 303-ifi TENSION LOADS(UNLESS OVERSIZED OR SLOTTED HOLES ARE USED,IN WHICH CASE SLIP- SUPPORTING A SUSTAINED TENSION LOAD SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR 3'-t'TO 441 (2)2x8 (3)D.8 CRITICALJDINTS SHALL BE USED)ASTM F3125 GRADES A325 F7852,A4900R F2280 BOLTS IN INSTALLER CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH q•.7^TO 6'-0" (2)2x10 (3)2x10 PRETENSIONED JOINTS(3/4'DIAMETER MINIMUM WITH HARDENED WASHERS) THE ACUCRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM OR APPROVED EQUAL PRIOR c MOMENT CONNECTIONS AND BRACED FRAME CONNECTIONS ASTM F3125 GRADES A325 TO THE COMMENCEMENT OF INSTALLING ANCHORS PROVIDE OWNER AND ENGINEER OF RECORD WITH VA"TO 8'-0' (2)b,12 (3)2.12 F185Z A490 OR F2280 BOLTS IN SLIP CRITICAL JOINTS(3/4-DIAMETER MINIMUM WITH DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR S PERSONNEL WHO INSTALL SEE PLANS EE PLANS HARDENED WASHERS)PAVING SURFACES SHALL BE CLASS A UNLESS OTHERWISE NOTED HORIZONTAL OR UPWARDLY INCLINED ADHESIVE ANCHORS SUPPORTING SUSTAINED TENSION LOADS OVER&.0' S d PER AISC 341 ALL BOLTS SHALL BE INSTALLED AS PRETENSIONED HIGH STRENGTH BOLTS ARE TRAINED AND CERTIFIED AND MEET THE REQUIREMENTS FOR SURFACE PREPARATION FOR SLIP CRITICAL A OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE PISTON PLUG SYSTEM NOTE CONNECTIONS WITH CLASS A SLIP COEFFICIENT OR HIGHER THE AVAILABLE SHEAR SPECIFIED BY THE MPII AND PRODUCED BY THE CORRESPONDING MANUFACTURER FOR THE STRENGTH OF BOLTED JOINTS USING STANDARD HOLES SHALL BE CALCULATED AS THAT FOR ANCHOR SYSTEM BEING INSTALLED PROVIDE(1)JACK STUD FOR SPANS LESS THAN 4'-0' SEARINGTYPEJOINTS 3 EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS PROVIDE(2)JACK STUDS FOR SPANS FROM 4'-1'TO e'-0' pnnnpal archaect TK F ANCHOR RODS ASTM F1554,GRADE 36 REINFORCING BARS SHALL NOT BE CUT WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF PROVIDE(3)JACK STUDS FOR SPANS OVER" project manager CG RECORD UNLESS NOTED ON THE DRAWINGS THAT THE EXISTING REBARS CAN BE CUT,THE j G STRUCTURAL STEEL NOTED TO BE STAINLESS STEEL SHALL BE ASTM A276 STAINLESS STEEL TYPE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO 23 ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED dravm by OF 31.L THIN UNLESS NOTEDBOLTS SMALL CO LOCATETHE POSITION OF THE REINFORCING BARS BYA MEANS APPROVED BYTHE ENGINEER OF G785(1 85 0Z OF ZINC PER SQUARE FOOT)ALTERNATIVELY,STAINLESS STEEL CONNECTIONS MAY BE I H ALL STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F583 GRADE BBlBBM FOR TYPE 304!316 RECORD USED FASTENERS SHALL MATCH THE HANGER FINISH AND MATERIAL Author RESPECTIVELY T MATCH MATERIAL JOINED 4 ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS,PROXIMITY OF 24 WHERE J015T ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS PROVIDE FULL- I ALL STAINLESS STEEL NUTS SHALL CONFORM TO ASTM F594 GRADE 8/8M FOR TYPE 3041316, ANCHORS TO EDGE OF CONCRETE,AND EMBEDMENT DEPTH INTO THE SUBSTRATE INSTALLANCHORS SECTION BLOCKING FOR 3 BAYS @ 4'-0"ON CENTER MAXIMUM WHERE SHEATHING IS NOT checked by Checker fl ESPECTNELY,TO MATCH BOLT MATERIAL IN ACCORDANCE WITH SPACING EDGE CLEARANCES,AND EMBEDMENT DEPTHS INDICATED ON THE CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST PROVIDE 18 GA x 1-1?x 1'4'(MINIMUM)FLAT job rm 1305406 3 STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS AND SHALL BE SELECTED DRAWINGS TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS OR COMPLETED BY AN EXPERIENCED STEEL RETAILER UTILIZING LRFD LOADS AND PROCEDURES 5 UNLESS OTHERWISE INDICATED,POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HR-HY 25 ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH 12' date 09r1B2020 A UNLESS OTHERWISE NOTED ON PLAN,PROVIDE CONNECTIONS BASED ON MINIMUM SMEAR 200-R INTO CONCRETE OR HILTI HIT-HY 2711 TO BRICK MASONRY GROUT FILLED CMU OR UNGROUTED DIAMETER HEADED ANCHOR BOLTS(ASTM F1554)@ 4'-0-ON CENTER AND WITHIN 17 OF ALL SILL CAPACITY REQUIREMENTS IN THE FOLLOWING TABLE CMU BASE MATERIAL PROVIDE MESH SCREEN IN UNGROUTED CMU UNREINFORCED MASONRY PLATES SPLICES(MINIMUM 7'EMBED) CONSTRUCTION,AND BRICK MASONRY WITH HOLES OR VOIDS MINIMUM SHEAR CAPACITY REQUIREMENTS 6 SUBSTITUTION REQUESTS FOR ALTERNATE ANCHORAGE PRODUCTS SHALL BE SUBMITTED TO revrsions ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO USE THIS SHALL INCLUDE MIN SHEAR MANUFACTURER PRODUCT DATA AND CALCULATIONS DEMONSTRATING THAT THE PROPOSED BEAM DEPTH (NOMINAL) CMINRFD SUBSTITUTE CAN ACHIEVE THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT ANCHOR • (Kps) CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY THE MANUFACTURER OR SUCH OTHER METHOD AS APPROVED BY THE ENGINEER OF RECORD 8'10' 24SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC-ES EVALUATION REPORT SHOWING 17,14° 42 COMPLIANCE WITH THE RELEVANT BUILDING CODE SEISMIC USE,LOAD RESISTANCE INSTALLATION 16" fit CATEGORY,AND AVAILABILITY OF MPII ADHESNEANCHOR EVALUATION WILLALSO CONSIDER CREEP INSERVICE AND AND INSTALLATION TEMPERATURE AND MUST PROVIDE INFORMATION ON I 18° 78 THESE ITEMS SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING ° 21" 88 BY THE ENGINEER OF RECORD PRIOR TO USE 24"27' 108 j 30" 126 33° 142 WOOD STRUCTURAL PANEL SHEATHING no date by 36" i 155 � 1 PROVIDE STRUCTURAL PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE I 40'. 165 END USE'EXTERIOR"(PERMANENT EXPOSURE)OR'EXPOSURE I%CONSTRUCTION EXPOSURE ONLY) , 2 FLOOR SHEATHING NOM 314'THICK TBG PLYWOOD(48124 SPAN RATING)APA STURD4-FLOOR,OR - ADVANTECH SUBFLOOR B REINFORCING IS TOBE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR 3 ROOF SHEATHING NOM 3/4'THICK TBG PLYWOOD(4M4 SPAN RATING) MOMENT CAPACITY BELOW THAT REQUIRED TO SUSTAIN THE REACTION FLANGES AND WEBS 4 WALL SHEATHING(STANDARD NOM 12'THICK PLYWOOD(32/16 SPAN RATING) PERMIT SET - ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY TO SUSTAIN CONNECTION LOADS ARE 5 WALL SHEATHING(BEHIND SLATE CLAY TILE OR MASONRY VENEER)NOM 3/4'THICK PLYWOOD(4824 INADEQUATE SPAN RATING) C CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY CONSIDERING THAT THE 6 USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING 09/28/2020,' CONNECTIONS ARE AN EXTENSION OF THE BEAMS AND GIRDERS 7LEAVE 1116-SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8'SPACE AT ALL PANEL EDGE JOINTS 4 MINIMUM WELD SIZE IS 114"FILLET UNLESS NOTED OTHERWISE 8 UNLESS NOTED OTHERWISE WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON 5 ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER NAILS @ 4"ON CENTER AT EACH SHEET PERIMETER AND 77 ON CENTER ELSEWHERE PROVIDE 2x6 UP CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES BLOCKING AT ALL FREE EDGES CANTILEVER END 9 UNLESS NOTED OTHERWISE ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH Bd COMMON I GENERAL 6 FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESS WRITTEN APPROVAL NAILS @ 6"ON CENTER AT EACH SHEET PERIMETER AND 6.ON CENTER ELSEWHERE OFTHE STRUCTURAL ENGINEER OF RECORD(IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM 10 ALL FLOOR SHEATHING SMALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED STRUCTURAL TO THE THERMAL CUTTING REQUIREMENTS OF AISC AND AWS) ADHESIVE AND 48 SCREWS @ 6"ON CENTER AT EACH SHEET PERIMETER AND 17 ON CENTER 7 WELDING SHALL BE PERFORMED BY CERTIFIED AWS-OUALIFIED WELDERS WELDING ELECTRODES FOR ELSEWHERE UNLESS NOTED OTHERWISE NOTES CARBON STEEL SHALL BE AWS 51.CLASS E70XX FOR ASTM A572 GRADE 50 KSI PLATE USE ELECTRODE E7018 OR APPROVED EQUAL WELDING ELECTRODES FOR ASTM A276 STAINLESS STEEL TYPE 304 SHALL CONFORM TO AWS A54 FOR SHIELDED METAL ARC WELDING ELECTRODE CLASS E308,OR AWS A59 FOR GAS METAL ARC WELDING ELECTRODE CLASS ER308 WELDING ELECTRODES FOR ASTM A276 TYPE 316L S O e O STAINLESS STEEL SHALL CONFORM TO AWS AS 4 FOR SHIELDED METAL ARC WELDING ELECTRODE I CLASS E316,OR AWS A59 FOR GAS METAL ARC WELDING,ELECTRODE CLASS ER316 WELDING ELECTRODES FOR JOINING STAINLESS STEEL TO CARBON STEEL SHALL CONFORM TO ELECTRODE CLASS E309/ER309 I I I oo` LEGEND EB m— STANDARD ABBREVIATIONS q ADD'L ADDITIONAL ENGR ENGINEER NO NUMBER STANDARD ABBREVIATIONS FOR WOOD STRUCTURES r , •5 COLUMN ABOVE]BELOW 'S —0-- CONCRETE FOOTING,GRADE BEAM OR PILE CAP �' S o AOJ ADJACENT EOR ENGINEER OF RECORD N 5 NEAR SIDE iS A/E DESIGN TEAM OF RECORD EO EQUAL N T 5 NOT TO SCALE NO NUMBER c 3 n ALT ALTERNATE ES EACH SIDE NW NORMAL WEIGHT N S NEAR SIDE L----1 #'-� TOP OF SLAB ELEVATION ANCH. ANCHOR E W EACH WAY O C ON CENTER ACTACTUAL L----J WALL OR CONCRETE BEAM BELOW APPROX APPROXIMATE/APPROXIMATELY EXP EXPANSION OD OUTSIDE DIAMETER GLULAM GLUE LAMINATED TIMBER #-&- SPOT ELEVATION m ARCH ARCHITECT/ARCHITECTURAL EXT EXTERIOR O F OUTS DE FACE LSL LAMINATED STRAND LUMBER CONCRETE WALL BLDG BUILDING FON FOUNDATION OPNG OPENING LVL LAMINATED VENEER LUMBER 7 BM BEAM FIN FINISH OPP OPPOSITE NOM NOMINAL OPENING IN SLAB BO BOTTOMOF FLR FLOOR PC PIECE PSL PARALLEL STRAND LUMBER cr .ce1 WOODSHEARWALL BID BOTTOM FRMG FRAMING PIC PRECAST PT PRESERVATIVE TREATED BRG BEARING FS FAR SIDE PEO PEDESTAL R O ROUGH OPENING # WOOD CONSTRUCTION CONNECTOR BY SIMPSON BSMT BASEMENT FT. FEET PERP PERPENDICULAR SO SQUARE CONCRETE COLUMN J STRONG-TIE SEE CONNECTION SCHEDULE ON S_ CANT CANTILEVER FTG FOOTING PL PLATE T&G TONGUE&GROOVE SERIES FOR ADDITIONAL INFORMATION CFS COLD FORMED STEEL GA GAGE PLF POUNDS PER LINEAR FOOT CIP CAST IN PLACE GALV GALVANIZED PREFAB PREFABRICATED p STEEL COLUMN m C J CONTRACTION JOINT GB GRADE BEAM PSP POUNDS PER SQUARE FOOT = O j FRAMING ELEVATION/WALL ELEVATION CLG CEILING HDR HEADER PSI POUNDS PER SQUARE INCH CLR CLEAR HGR HANGER P-T POST-TENSIONED • WOOD TIMBER COLUMN SEE PLAN FOR SIZE ^ CMU CONCRETE MASONRY UNIT HORIZ HORIZONTAL REINF REI NFORCE(D)IREINFORCEMENT # COLUMN UNE Z COL COLUMN HP HIGH POINT REQ'D REQUIRED (X)-or LVL (X)PLY 1 14"x DEPTH,',r ZOE MICROLLAM LVL COMP COMPOSITE HT HEIGHT REV REVISION -- --- SEE PLANS AND TYPICAL DETAILS Z CONC CONCRETE HVAC HEATING VENTILATION& SCHED SCHEDULE '#L WOOD CONSTRUCTION CONNECTOR BY SIMPSON O CONST CONSTRUCTION AIR CONDITIO NING SECT SECTION -----� WOOD JOIST STRONG-TIE SEE CONNECTION SCHEDULE ON S600 w CONT CONTINUOUS I D INSIDE DIAMETER SIF STEP IN FOOTING J SERIES FOR ADDITIONAL INFORMATION (n Q COORD COORDINATEICOORDINATION I F INSIDE FACE SLBB SHORT LEGS BACK-TO-BACK 11718 TJI X°O C I W CONTR CONTRACTOR 1J ISOLATION JOINT SIM SIMILAR _____ 11 7/8"TJI 360 AT X"SPAcING AS NOTED SEE I 0 KEYNOTE N COTR CONTRACT OFFICER'S INFO INFORMATION so GSLAB ON GRADE TYPICAL DETAILS FOR MORE INFORMATION TECHNICAL REPRESENTATIVE INT INTERIOR SPEC SPECIFICATION DF1075 @2400 Y gm CTR CENTER JT JOINT SO SQUARE ____ 3"YlO 314'ACTUAL DIMENSION DOUG FIR SELECT p REVISION N DBL DOUBLE K KIP SS STAINLESS STEEL — STRUCTURAL SAWN LUMBER JOISTS AT 24"O C MAX C) DEMO DEMOLITIONIDEMOLISH LB POUND 5TO STANDARD SEE S1 21 FOR MEMBER LOCATIONS [##-##-] BOTTOM OF FOOTING ELEVATION RELATIVE TO DATUM O O O m CIA DIAMETER LL LIVE LOAD STIFF STIFFENER LL K N DIADIM DIAGONAL LLBB LONG LE S DIMENSION LLH LONG LEG HORIZONTAL CK S W SHORT WAY STL STEEL STEEL BEAM �##•#Ire TOP OF FRAMING ELEVATION RELATIVE TO DATUM 0 L DEAD LOAD LLV LONG LEG VERTICAL SYM SYMMETRIC --------- `2 DN GOWN LP LOW POINT T88 TOP BBOTTOM STEEL BRACING DTL DETAIL LW LIGHTWEIGHT TEMP TEMPORARYITEMPERATURE {q#'-##T TOP OF PIER ELEVATION RELATIVE TO DATUM Co DWG(S) DRAWING(S) LW LONG WAY THK THICK(NESS) I� ^WP# STEEL BEAM PENETRATION(SEE DETAIL) 2 O U OWL DOWEL MAS MASONRY TO TOP OF I �t CBP_ STEEL COLUMN BASE PLATE,SEE SCHEDULE&DETAILS n Z to EA EACH MAX MAXIMUM TR TRANSFER EF EACH FACE MECH MECHANICAL TYP TYPICAL BENT STEEL FRAMING F EJ EXPANSION JOINT MEP MEC H H.ELECT PLUMBING, U N O UNLESS NOTED OTHERWISE CONCRETE SPREAD FOOTING,SEE SCHEDULE 8 DETAILS EL ELEVATION &FIRE PROTECTION VERT VERTICAL I SHEAR CONNECTION ELEC ELECTRICAL MFR MANUFACTURER W/ WITH GB_ CONCRETE GRADE BEAM SEE SCHEDULE&DETAILS ELEV ELEVATOR MIN MINIMUM WP WORK POINT EMBED EMBEDMENT MISC MISCELLANEOUS W W R WELDED WIRE REINFORCEMENT I MOMENT CONNECTION P_ CONCRETE PIER SEE SCHEDULE&DETAILS EO EDGE OF MO MASONRY OPENING # NUMBERISIZE N F NEAR FACE 0 DIAMETER RW_ RETAINING WALL,SEE SCHEDULE&DETAILS NIC NOT IN CONTRACT s� STEEL BEAM WALL PLATE CONNECTION(SEE DETAIL) ! 5 O G RW F_ RETAINING WALL FOOTING SEE SCHEDULE 8 DETAILS � L!!1 (r DD SLAB ON GRADE(SEE SCHEDULE) W CONCRETE WALL,SEE SCHEDULE 8 DETAILS WF_ WALL FOOTING SEE SCHEDULEB DETAILS rl STEP IN STAB SW_ WOOD SHEAR WALL,SEE SCHEDULE&DETAILS CI I �t L 8 2 I LU fit^ I �T8G 3W DOUG-FIR STRUCTURAL•I PLYWOOD SHEATHING VX L Y ON TOP OF 2"NOMINAL DOUG FIR LOCK-DECK TONGUE AND GROOVE WOOD FLOORING(17/16- ACTUAL 17/16- ACTUAL THICKNESS)OPEN ARROWS INDICATE SPAN DIRECTION OF T&G LONG DIMENSION OF PLYWOOD ' TO BE PERPENDICULAR TO SPAN DIRECITONSo1 u1�=�Id Town i DESIGN LOADS AND FACTORS STRUCTURAL STEEL FRAMING KEY 102i(IoI Lrusi -I NYSRESIDENTIAL 2020A6 MODIFIED BY LOCALITY #OF SHEAR STUDS CAMBER If FLOOR LOAD DATA ROOF LOAD DATA IWINDLOADDATA S EE TVP(CAL D ETAIL I / LIVE LOAD TYPE VALUE(PSF) ROOF LIVE TYPE VALUE(PSFl PARAMETER VALUE REACTION \ / TOP OFSTEEL ODATELEVATION TY'FLOOR WE ULTIMATE WIND (FACTORED) / RELATIVE TO DATUM 40 UNOCCUPIED 20 130 MPH MOMENT \ SHEAR ! LOAD(U UG) SPEED CONNECTION ` � \ CONNECTION DECK 60 WINDEXPOSURE C V=40k MECHANICAL( 75 RISK CATEGORY 11 `M=80k-tt W18X40[35]c=1114"<12-3'> 40k JH STORAGE CONSTRUCTION DEAD ROOF DEAD ENCLOSURE FULLY j IDADTYPE VAWE(PSFl LOAD TYPE VALUE(PSF) C1A361FlCATgN ENCLOSED SLOPE DOWN —p NI ml NS1 STEEL BEAMS 5 STEEL SEAMS 5 .1-16 COINTEREFFICIALPRESENTGryURE I TJ' IJOIST6• ROOFJOISTS. j STEELBRACED NOTE 5 5 LATEflAL SYSTEM principal afOhRect TK ' SHEATHING SHEATHING FRAMES SEE GENERAL NOTES FOR SPECIFIC MINIMUM CONNECTION REOUI REMENTS TERA2ZO TOPPING INSULATIONAND NOTE THAT PER SECTION R2.2 OF THE NYSRC project Tanager CG 35 10 THESITEIS—TEDWAWWDEORNEOEBRIS SLAB WATERPROOFING REGION THEREFORE PER SECTION PCDl xl 2 ALL drawn by OF (CEILING AND CEILINGAND EXTSR RGI NGSHALLBEPROTECTEDFROM 5 5 WNDBORNEDEBRISANDEERATEDFOR ANlwr MECHANICAL (MECHANICAL HIGH-IMPACT LOADING PER ASTM Et6S8 PROJECT DESIGN CRITERIA(AS PER TABLE R301.2(1)OF NYS RESIDENTIAL CODE) GROUND SNCWI WIND DESIGN SEISMIC SUBJECT TO DAMAGE.FROM WINTER ICE BARRIER FLOOD AIR MEAN checked by Checker LOAD ULTPMTE WIND TOPOGRAPHICS SPECIAL WINO WIND-BORNE i DESIGN WEATHERING FROST UNE TERMITE DESIGN UNDERIAYMEM HA7AR0 FREEZING ANNUAL pb no 17054W IRO ($PEED(nph)(4) EFFECTS(k) REGgN(N DEERISZONE(Pn CATEGORY(1)I (P) I DEPIH(b) (c) TEMP(.) REOUIRED(h) (FEMA)(P) INDEX(() TEMP(i) i date 09/2812020 20 1 130 NO NO YES B SEVERE S6' I MOD TO HW 15F YES ZONE% 510 F-0AYS SOeF I NOTES TES feV510n5 A WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRYTHAN NECESSARYTO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE THE COMPONENTS AND CLADDING WIND PRESSURES W a EATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX,'NEGLIGIBLE','MODERATE',OR'SEVERE'FOR CONCRETE AS DETERMINED FROM FIGURE R301 2(3) ROOF(pap WALLS Ipso OVERHANG(pep B THE FROST LINE DEPTH MAY REDUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R4031(1)THE FROST LINE DEPTH INDICATING TME MINIMUM DEPTH OF THE FOOTING BELOW FINISH SMASCET-16 FIGURE30.12A SEE ASCE 7-18,FIGURE 30.3.1 SEE ASCE 7.16,FIGURE 30.3,7A GRADE 15 ESTAB LISHED BY THE LOCAL J URIS D ICTION A(F12) b 1. 1'- 1'. ! 2- 2* 3- 3. a- a I 5- 51 111 2 3 C THE NEED FOR PROTECTION DEPENDS ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE AND IS DETERMINED BY FIGURE R301 2(6)AND BY THE LOCAL JURISDICTION CATEGORY SHALL BE -Sas I 150 J]B 159 -776 I 159 -1056 150 1G9 339 -45 t a39 4e9 -ll9 -toss D WIND SPEED DETERMINED FROM THE BASIC WIND SPEED MAP[FIGURE 83011 2.1 ORAS ESTABLISHED BY THE LOCAL JURISDICTION WIND EXPOSURE TE ! 20 -557 135 a38 135 a14 13S 448 las -351 324 ",I IS 324 ! -57,3 -714 4)35 DETER MINED ON ASRE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R3012.14 E THE OUTDOOR DESIGN DRV-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97 12 PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL I 5o rs5 118 -339 115 451 Its 422 113 •331 x66 ae9 zB6 457 -619 I -776 PLUMBING CODE DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE j 10D a63 115 -338 113 420 115 -714 t19 410 285 j -]51 285 -557 -557 481 BUILDING OFFICIAL -431 119 •281 119 -E5] tis 4zD Its a04 26s 424 268 -463 d79 457 F SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R3012.221 G THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(a)THE DATE OFTHE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF j ..:n...lJ6 s 119 -=a tta rsS 119 ass t1 s •281 254 -za1 254 -a6 s ! -401 rat THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS)(b)THE DATES)OF THE FLOOD INSURANCE STUDY AND(c)THE PANEL NUMBERS AND DATES OF THE n0 data by I I Nom All pr.sures ore conqutetl of wnanm,or eboryBi bvel laac�g p.r ASCE 7-ts CURRENTLY EFFECTIVE FIRMS AND FBFMS OR OTHER FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION AS AMENDED seewares nomaab.v.mrzorK bra..ns alw exmnn WHERE APPLICABLE THE FOLLOWING PARAMETERS HAVE BEEN USED 1 DFE(DESIGN FLOOD ELEVATION) 2 BFE(BASE FLOOD ELEVATION) 3 ESW(DESIGN STILLWATEft FLOOD ELEVATION ABOVE DATUM) PERMIT SET 4 DS(DESIGN STILLWATER FLOOD DEPTH IN FEET) 5 DWS(WAVE SETUP IN FEET) 6 G(GROUND ELEVATION IN FEET ABOVE DATUM) _ 09/ZB/ZOZO _ 7 EROSION(LOSS OF SOIL DURING DESIGN FLOOD EVENT) H IN ACCORDANCE WITH SECTIONS R90512,R905431 RSD5531 RM631 8905731 R905831 OR AS ESTABLISHED BY THE LOCAL JURISDICTION WHERE THERE HAS BEEN HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE TABLE WILL INDICATE'YES'OTHERWISE'NO'WILL BE INDICATED IN STRUCTURAL THIS PART OF THE TABLE DESIGN CRITE R IA, I THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)IS DETERMINED FROM FIGURE R403312)OR FROM THE 100-YEAR(99 PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREE F) LEGEND,AND J THE MEAN ANNUAL TEMPERATURE IS DETERMINED FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 32 ABBREVIATIONS DEGREE F) K IN ACCORDANCE WITH SECTION R301 215 WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC WIND SPEED-UP EFFECTS&AS ESTABLISHED BY THE JURISDICTION THE TABLE WILL INDICATE'YES',OTHERWISE'NO'WILL BE INDICATED IN THIS PART OF THE TABLE L IN ACCORDANCE WITH FIGURE R301 2(4)a WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS&AS ESTABLISHED BY THE JURISDICTION THE TABLE WILL INDICATE'YES'AND IDENTIFY ANY SPECIFIC REQUIREMENTS OTHERWISE,'NO'WILL BE INDICATED IN THIS PART OF THE TABLE [1 O.0 •O n M IN THIS ROA THENTABLESECTION R301 Z1.2 I OR AS ESTABLISHED BY THE JURISDICTION,THE WIND-BORNE DEBRIS WIND ZONES)ARE INDICATED OTHERWISE'NO WILL BE INDICATED IN V\ L I I 5 (05: I 19'-0• 2 2D'-Cr 3 20'-10" [ 4 r-4114' /43 16'-93/4' I I �?E I / NOTES o \S3 07 1 FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM n c BEARING PRESSURE OF 6000 PSF AS SPECIFIED IN THE GEOTECHNICAL 3 e Fe ENGINEERING REPORT BVAKRF ENGINEERING DATEDJUNE3,2016 �s m E I 71-11, 2 B O FOOTING SHALL BE 3-0'MIN BELOW ADJACENT GRADE U O N P1 " P1 3 SEE ARCHITECTURAL DRAWINGS FOR ALL GRIDS SLAB EDGE DIMENSIONS, ` r____ _______ ___________ F26 F26 I WF7 '7 1 [13'-1'J SLAB AND FINISH FLOOR ELEVATIONS WALL LOCATIONS SLAB OPENINGS, [13'-1"J I [19,_1"7 SLEEVES,SLOPES DEPRESSIONS AND CURBS DEFER TO ARCHITECT URAL 1 I DRAWINGS FOR THIS INFORMATION COORDINATE WITH CIVIL M E P AND I I ALL OTHER PRIME CONTRACTORS 1 1 I - � 4 \ 4 T O WALL TO MATCH TOP OF SLAB TVP SEE DETAILS ON 9300 I70 on t0' , 1 5301 5 SEE PLANS FOR COLUMN SIZES I 1 I I 6 FOR GENERAL NOTES AND LEGENDS SEE 50 00 SERIES � I 3 I 7 FOR TYPICAL DETAILS,SEE SS OO SERIES Z I 8 FOR WOOD SHEAR WALL AND CONNECTOR SCHEDULES SEE 5600 SERIES Q 4 -• 1 , I � UJ ¢ 5301, I I F2F2 Lu I I 6 R P7 1 I 113'-7'f ! 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SECTIONS I S4.01 STANDARD COLUMN SEEPLANAND HOOK % COLUMN SCHEDULE (TYP) ISOLATION JOINT(SEE TYPICAL 1 SLAB ON GRADE DETAIL) o ` ANCHOR BOLTS,(SEE TVP DTL)-. CONCRETE SLAB o h E 2"X"(MIN) - `a v w z w v E FF BASE PLATE,(SEE N CONCRETPIER OR P DTL)- / // q7 EXTERIOR LOCATIONS WHERE SLAB _WB OF p��wpr Zp mwx =III ` % ///• NOT PRESENT SET BASE OF COLUMN NON-SHRINK GROUT Y RADE Ncmpzo WWR STEELCOLUMN ADJACENTLOW SAW CUT (SEE PLAN) SLAB REINF MAN COLUMN TO -0ABOVE ADJACENT GUIDE �a 1.17 DEEP O �-Yx3"CONT /-SLAB ON GRADE (MESH REBAR) -%1040 �T O S� LAB n g U g F KEV _ _ _ EL BEE PLAN x c" •" " rA=m 2-#4@3-x V-"LONG � I j�— �—�'— I .��� I I—III—III— 11— _ m ADDRIONALATALL II RTO FOOTINGOR PIER MAXIMUM DISTANCE BETWEEN %21 • ? / CORNERSNT -1`I, SLOPE BY CONTRACTOR TO EC BES E PLAN CONTRACTION JOINTS IN INCHES �' JOINTS ' L MAINTAIN SOIL STABILITY VERIFY L' ��PIER REINF(SEE IS 36 TIMES SLAB THICKNESS - ` WITH GEOTECHNICAL ENGINEER 2-04 TES @ 3°AT TOP OF PIER Y CLR PLAN AND SCHEDULE) SLAB EDGE _� —� —� Imo-- `-FOR REINF BEE REMAINDER AS PER SCHEDULE TVP 0 WALLSECTION rc i CONT WALL FOOTING L' SAWED CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN ADDITIONAL REINFORCEMENT 7'-0"MIN _ n m AT ALL RE-ENTRANT CORNERS ml •- p m -SBO NO s"x6 wzlxwzlwwR TYPICAL STEPPED WALL FOOTING EL BES EauN Tf WATERSTOP 2°COVER NTSV CLEAR NOT 3'LLR Z E5. 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I 7 TO MATCH 3 IF PIER HEIGHT IS LESS THAN 28 EXTEND COLUMN DOWELS INTO FOOTING BEE LLJ ' x r / BOG COLUMN SCHEDULE FOR SIZE AND REINFORCING �7 g•; �-.,�-`7 '�S.-�rte;,- ti'--:�> 1 SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS `y,�,_ e 1 712°CLEAR 4 T=SLAB THICKNESS-SEE PLANS N W T L �V'l` �I ti/•` WHERE EACH SINGLE STRIP DOES NO EXCEED 36 TIMES SLAB THICKNESS WIDTH IN INCHES ALTERNATIVELY,LARGE _j� 7 1/2"CLEAR Y W — '� —III- -►J VAPOR BARRIER BLOCK PLACEMENTSWITH INTERIOR CONTRACTION JOINTS (-III Imo,-„-,_+�`+z PIER SCHEDULE O Of Q� 11 �-6”GRAVEL OR AREACCEPTABLE IF THE CONTRACTION JOINTS ARE MADE — }'' .��+ -1°KICKBACK 1 `6"GRAVEL OR STONE \ I—I I_.a.r ` 10 CRUSHED STONE MANNER AT SPECIFIED INTERVALS IN ATIMELV ' \+; SIZE VERTICAL LL I N 1 - 1 UNDISTURBED`70 MILP.LYETHYLENE -UNDISTURBED SOIL OR 2 SAWED CONTRACTION JOINTS SHALL BE LOCATED ATA I I _' � �- - MARK WIDTH LENGTH BARS CLOSED TIES REMARKS = Z SOIL OR FILL VAPOR BARRIER FILL MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB % If i •�,.-.T P1 18 78' (8}#5 I#4®10°O C I • • 1.- 2 THICKNESS JOINTS SHALL BE SAWED NO LATER THAN 24 -III '1 (' ` P2 24" 24° (8hp6 1#4®10-OC I SLAB ON GRADE SLAB-ON-GRADE&WALL INTERFACE HOZ URS AFTER CONCRETE IS PLACED t 1 3 GRAVEL OR CRUSHED STONE BASE SHALLSE COMPACTED I I TYPICAL CLOSED TIE O n O m� TOSS%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE III LAYOUT W CONTENT 1'•9 518' TYPICAL SLAB ON GRADE TYPICAL STAIR ON GRADE TYPICAL STEEL COLUMN/PIER AND FOOTING NTS NTS NTS HORIZONTAL REINF TO RUNTHRU \ UNINTERRUPTED tit' STANDARD HOOK - / / F I WATERSTOP DEFORMED BAR TENSION DEVELOPMENT LENGTH(Ld) FOR NORMAL WEIGHT STONE CONCRETE 8 UNCOATED BARS NOTE MAXIMUM POUR LENGTHS FOUNDATION WALL=80'-0' O M 3000 PSI 4000 PSI 5000 PSI 6000 PSI I L 4! III w BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE TYPICAL CONSTRUCTION JOINT IN CONCRETE WALL w OCT 2 8 2020 I g CASE1 CASE2 CASE 1 CASE2 CASE1 CASE2 CASE1 CASE2 NTS 93 17 25 15 22 13 20 12 18 SEE BELOW TABLE FOR 1 #4 22 33 19 29 17 26 1fi 24 �- #5 28 42 24 35 22 32 20 30 / TYPICAL REINFORCING TEE-INTERSECTION p6 33 50 29 43 26 39 24 35 3"CL HOOKED#3DOWEL 1 I �'/ 18"0C W/MIN 2-3/4�' , - x' �IIPfi I'I" #7 48 72 42 63 38 Sfi 34 51 Bond #8 55 83 48 72 43 64 39 59 EMBEDMENT IN HV-200 •�=�• o� ADHESIVE OR U�2�I�l�rl"i IL'PS �- #8 62 83 54 81 43 72 44 66 APPROVED EQUAL Zo 1 #10 70 105 61 9t 54 81 50 74 STANDARD HOOK 12 #11 78 116 67 101 60 90 55 82 - •1 L/ ` i r ~ g DEFORMED TENSION BAR NOTES ROUGHEN TO 1/4"AMPLITUDE OR 1 FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT TENSION COAT CONTACT SURFACE WITH DEVELOPMENT LENGTH/TENSION LAP SPLICE LENGTH SHALL BE 1 3X THE VALUES GIVEN AT SUPPORTED SLAB LATEX BONDING AGENT AT SLAB ON GRADE 2 I FOR EPDXY-COATED BARS A WHERE CONCRETE COVER IS LESS THAN 3X BAR DIAMETER,OR CLEAR SPACING IS LESS THAN 6X BAR DIAMETER TENSION DEVELOPMENT LENGTH/TENSION LAP SPLICE LENGTH SHALL BE 15X THE VALUES EQUIPMENT PAD TEMPERATURE AND pnncnpal archbel TK GIVE SHRINKAGE REIN FORCING m ct manager CG • TENSION B WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3X BAR DIAMETER AND CLEAR SPACING IS p k ger IAP SPLICE GREATERTHAN 6X BAR DIAMETER TENSION DEVELOPMENT LENGTHITENSION LAP SPLICE LENGTH PAD THICKNESS REINFORCING SHALL BE 1 2X THE VALUES GIVEN 4"-S' by DF 4"S #3 @ tY O C EACH WAY k2. CORNER CASE 1 CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN DB CLEAR COVER NOT LESS 1 THAN DB,AND STIRRUPS OR TIES THROUGHOUT LD NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF 6°•9' #4®12"0 C EACH WAY y checked h CMcker NOTE, FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2DB AND CLEAR COVER NOT LESS THAN DB �-� ph no 1305406 TABLE CASE 2 OTHER CASES 10°-1Y #5 12 O C EACH WAY date 09118/3030 TYPICAL HORIZONTAL REINFORCEMENT AT CORNERS& ON TES JUNCTIONS OF WALLS AND BEAMS DEFORMED BAR TENSION LAP SPLICE-CLASSB i FORSIZEADRAWIN SND LOCATION SEE ARCHITECTURAL AND MECHANICAL NTS FOR NORMAL WEIGHT STONE CONCRETE 8 UNCOATED BARS 2. CONCRETE FOR PADS SHALL BE NORMAL WEIGHT WITH Pc=4 000 PSI revrslons 3000 PSI 4000 PSI 5000 PSI 60PSI i ADDITIONAL HORIZONTAL BAR SIZE CONCRETE CONCRETE CONCRETE C00 ONCRETE BARS AT OP 8 BOTTOM TYPICAL EQUIPMENT PAD T / OF OPENING PROVIDE f CASE1 CASE2 CASE1 CASE2 CASE CASE2 CASE1 CASE2 245 MIN TSB U 0 N 93 22 33 19 28 17 25 16 1 23 NTS 1 #4 29 43 25 37 23 j 34 21 1 31 #5 36 54 31 47 j 28 42 1 26 1 38 0643 65 I 37 56 I 34 50 31 46 ¢ I \ DEVELOPMENT I 0 7 63 94 54 81 49 73 45 67 w 6 \ LENGTH 1 #8 72 107 62 93 1 56 83 157 76 `1 ADDITIONAL VERTICAL BARS p8 81 121 70 105 63 94 57 86 no date by AT SIDES OF OPENING BAR T— CONC WALL QUANTITY ON EACH SIDE #10 91 136 79 I 178 71 106 64 e6 l- `\ EQUALTO AREA OF 1 #11 t01 151 87 131 78 ! 117 1 71 j 107 0 _ �»,� INTERRUPTED BARS3/1fi'x Z'COLLAR 2-05 MIN EACH bIDE,U ON ALLAROUND Y DEFORMED BAR COMPRESSION DEVELOPMENT I DEFORMED BAR COMPRESSION LAP LENGTH(Ldc) SPLICE , '�- • PERMIT SET' 1 CL PIPE I j FOR NORMAL WEIGHT STONE CONCRETE& FOR NORMAL WEIGHT STONE CONCRETE 6 UNCOATED m _ 09/2812020 UNCOATED BARS BARS #5®1YOC MAIN U-BARS WITH(4)#35TIRRUPSPS AS Wp I I SHOWN 3 BAR SIZE 300D PSI 4000 PBI 5000 PSI 6000 PSI BAR SIZE 3000 PSI I 4000 PSI 5000 PBI fi000 PSI " ROLLED PLATE OR PIPE CONCRETE CONCRETEICONCRETEICONCRETE /CONCRETE/CONCRETE CONCRETE CONCRETEI FOUNDATION WALL o a WITH 1/4°MIN WALL THK #3 I 9 8 1e B #3 12 72 12 12 TYPICAL WALL - NOTES #4 17 70 9 9 I�I 15 15 15 1 REINFORCING NOT SHOWN _ - C FOR CLARITY SEE TYPICAL ? #5 1 14 I 72 12 12 1 t15 19 18 18 19 DETAILS ANDSECTIONB NOTE PROVIOECLEARDISTANCEEOUALTOWALL TYPICAL DETAILS 1 HOOKALL BARS INTERRUPTED 8V OPENING - #6 17 j 15 14 i 14 #fi 23 ! 23 23 23 1 FOR BALANCE OF Qw SLEEVES ) THICKNESS(MINIMUM BETWEEN ADJACENT PIPE 2 HORIZONTAL BARS TO EXTEND DEVELOPMENT LENGTH BEYOND INFORMATION OPENING VERTICAL BARS TO BE FULL STORY HEIGHT #7 20 17 1 16 16 #7 I 27 27 27 27 m 3 PROVIDE REINFORCING SHOWN IN THIS DETAIL U O N IN SHEAR WALL #8 22 19 iB 18 #8 30 30 30 30 1 C G.O SCHEDULE SHEAR WALL DETAILS SHEAR WALL ELEVATIONS ETC #B 2522 27 21 #9 34 I 34 34 34 J J i #10 78 25 23 23 #10 39 39 39 39 TYPICAL OPENING IN CONCRETE WALL #11 31 1 27 j 26 26 #11 43 1 43 43 43 1 TYPICAL WALL CORBEL TYPICAL PIPE SLEEVE IN CONCRETE WALL I NTS NTS NTS I I I BOLTED OR WELDED WEB SHEAR SPLICE PLATES(S),BY DETAILER TYP SHEAR PLATE DOUBLEANGLES WF STEEL BEAM,FOR 6IZE AND LOCATION SEE PLAN W AS REO'D - CAP PLATE IAT `STEEL BEAM /�-STEEL BEAM SEE NOTE 1 m u 8 COLUMN TOP) _ - 1 I , ol® �sio 1 �� IF REQUIRED J --- \ Io T O I O FOR CAPACITY EXTEND PLATE HIGH STRENGTH BOLTS ` - 6EE GEN NOTES —HIGH STRENGTH COLUMN H \ BOLTS SEE GEN AT HSS BEAMS USE WELDED -�' 1-BOLT DIAMETER,9 BOLTS AS NOTE REQUIRED SEE NOTE 1 SHEAR SP LICE PLATER BOTH I I SIDES TVP PLATE TO � —WF STEEL COLUMN FLAN PLAN MINch —HSS STEEL COLUMN 114'FILLET WF OR HRS STEEL BEAM,SEE WELD SIZE m PLAN FOR SIZE AND LOCATION AND LENGTH BEAM TO HSS COLUMN BEAM TO WF COLUMN FLANGE -W AS REQ'D 3Y DETAILER r SEE NOTE 1 Z —DOUBLEANGLES -DOUBLEANGLES Z STEEL BEAM WF STEEL BEAM 010 ¢ I' CIO 2 j F O O O O V) 1 O I OU7 STIFFENER PLATE Y W m I I EACH AT HSS BEAMS,USE WELDED SIDE THICKNESS TO O O Q 7 SHEAR SPLICE PLATES BOTH MATCH COLUMN LL I N SIDES TYP FLANGE BELOW —HIGH STRENGTH BOLTS HIGHSTRENGTH WF OR HRR STEEL BEAM,SEE- �� CJP OR PJP SEE GEN NOTES BOLTS,SEE GENI WELD BY / PIAN FOR SIZE AND LOCATION NOTES I DETAILER TOP ! N /BOTT % O O e"o WF STEEL COLUMN I S 212°TYP,-1 N // a o L) i Z E yI BEAM TO WF COLUMN WEB WFBEAM TO WF BEAMNOTES. I �- 1 CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC ONLY THE CONTRACTOR MAY SUBMIT \� ALTERNATE DETAILS FROM THOSE SHOWN ABOVE,BUT IN ANY CASE THE CONTRACTOR ISpN TES. RESPONSIBLE FOR PRODUCING STEEL SHOP DRAWINGS IN ACCORDANCE WITH THE PROJECT STEEL PLATE WITH GENERAL NOTES AND AISC GUIDELINES CALCULATIONS SHALL BE SUBMITTED AS REQUIRED IN 1 FLANGE AND WEB SPLICE CONNECTIONS TO BE SELECTED OR ENGINEERED BOLT°( IN)MIN THE GENERAL NOTES AND ELSEWHERE IN THE CONTRACT DOCUMENTS BY DETAILER TO DEVELOP THE FULL CAPACITY OF THOSE BEAM ELEMENTS POUR(MIN)MINIMUM 2 THE CONTRACTOR SHALL DETAILTHE PROJECT CONNECTIONS FOR THE LOADS AS INDICATED SIDE OF JOINT PLATE THICKNESS TO IN THE CONTRACT DOCUMENTS PER AISC GUIDELINES THE SCHEMATIC DETAILS ABOVE ARE 2. COORDINATE AND SUBMIT SPLICE LOCATIONS TO THE ENGINEER FOR REVIEW MATCH FLANGE THICKNESS •I - NOT SUGGESTIVE OF SPECIFIC CAPACITIES THE NUMBER AND SIZE OF BOLTS SIZE AND AND APPROVAL PRIOR TO FABRICATION OF BEAM ABOVE 1�T-- LENGTH OF WELDS,AND SIZE OF STEEL PIECES MUST BE DETERMINED PERAISC GUIDELINES 3 ALL STEEL CONNECTIONS ARE SUBJECTTO SPECIAL INSPECTION INCLUDING Il ]� �7 _�-- �jAND THE CONTRACT DOCUMENTS f� 3 PROVIDE FULL DEPTH CONNECTIONS ATALL PERIMETER BEAM CONNECTIONS AND AT BEAM ULTRASONIC TESTING OF PJP OR CJP GROOVE WELDS L_. -- --- — CONNECTIONSTOPERIMETERBEAMS UNLESS OTHERWISE NOTED TYPICAL BEAM CONTINUOUS OVER COLUMN II TYPICAL SUGGESTED SHEAR CONNECTIONS AT GRAVITY LOADS ONLY TYPICAL STEEL BEAM SPLICE (PARALLEL WEBS) L�I (+r p I lJ NTS !OCT 2 0 LO2O t NTS NTS rLi Sout;;nld lovm o COLUMN �05ifiCi l�l'�(L"S 1p7 BARE PLATE ---�_------------ z y i z COLUMN i I 4 S I I iy BOTTOM ELEVATION z LL p I I OFPLATE O I I BASE PLATE BOTTOM ELEVATION P —'- i I rc z I I z SOF BARE PLATE _y z I I `� ? NOT LEVELING .s _ RODS EMBED EH '-4'OR70R BOTTOM ELEVATION z I 1 u O - WITHIN 3'OF BOTTOM OF O PLATES ARE NOT FOOTING OFBArME E ` iv- ,�I /1,p, �- PERMITTED -d TOP OF FOOTING WR RAME RIZE AS p 'PIER OR, ATGRAVITV COLUMN SECTION Prmapaierchrtect TK rotect maCG taDer COLUMNS 5116 EACH SIDE \ / I dawn by DF NOTE LEVELING PLATES - - (4)3/4'D HEADED ANCHOR ANCHOR BOLT AW,m ARE NOT PERMITTED - '' RODS EMBED 1'4'MAX OR AT LATERAL / COLUMN \ FRAME �\ checked by Checker ~ WITHIN 3'OF BOTTOM OF TO COLUMNS/ l' / BASE PLATE II pb ro 13054 W FOOTING / 11 date 09/280020 o \ \ I EDGE DISTANCE - ANCHOR HOLE 01N II w I FROM CENTER LINE mivOi BOLT SIZE BASE PL OFBOLTHOLE +1, —..ens ANCHOR BOLT w 314'0 15116"0 "' J " ANCHOR HOLE 01N EDGE DISTANCE 'w 2 1 II BASE PLATE BOLT SIZE BASE PL FROM CENTER LINE 718-0 1-8716.0 - OF BOLT HOLE W w II 314°0 I iS/16'0 2" 1'0 1-7/B'0 II STEEL PLATE WITH(')3/4"0 -�7A325_SC BOLTS MIN MINIMUM h a SEE 1.114'0 2-118'0 2 12" _ Ij PLATE THICKNESS TO MATCH 718___0 1.9116°0 2° TABLE •M 1-170 2-318'0 2-12 �7—i II FLANGE THICKNESS OF BEAM 110 1-718.0 2° ~SEE SCHEDULE / It ABOVE \�COLUMN 1-1/4'0 2-118.0 2-12- AT GRAVITY 1 1-12.0 2-318.0 2-12• 551167— COLUMNS N~ TABLE TYPICAL BEAM CONTINUOUS OVER COLUMN "° °a by TYPICAL COLUMN BASE PLATE AT TUBE COLUMN TYPICAL COLUMN BASE PLATE AT WIDE FLANGE COLUMN (PERPENDICULAR WEBS) NTS --- NTS NTS k PERMIT SET 09/28/2020 I TYPICAL DETAILS S5.02 I 'I I ' 2'a• r' s g 0 0 e STEEL BEAM WALL THICKNESS i6"TYP I O m SEE PLANS STANDARD AISC DOUBLE / PROVIDE IW OAK SHIM WHEN BEARING SHEAR OR m ANGLE BOLTED PARTITION WALLS ARE LOCATED ABOVE BEAM OR CONNECTION WELDED TO BOLT LAYOUT DETAIL A-A WHEN BEAM FLANGE WIDTH IS GREATER THAN OR 3 n FACEPLATE EOUALTO e• ism J• 3• l-,2'0 COUNTER-BORED A307 BOLTS, TOP OF WALL y.-y—r- STAGGERED TOP AND BOTTOM SEE DETAILA-A 612• 1,2.6" 6"112• Q` ' — I -- - - = — — TO JOIST B• O I io 4- A325 SC 0O II O BOLTS 1 r l MOMENT —STEEL BEAM I TO STEEL BEAM -I m PLATE,TYp SEE PLAN (2)N5 COLD-BENT A706 1 \ `STEEL BEAM \ r �OI I0 • I 1 t Z GRADE60 WELDABLE -,75URFACE- REINFORCING BARSul WELDED TO PLATE MOUNTED STEEL PLATE \ Q I `y/ TYP AT TOP OF ALL EP-1 WALL PLATE STEEL BEAM,-/ ---- '-'-- WL WHERE REQ'D OMR 11 Llf SECTION VIEW MAX SHEAR=24K(LRFO) SEE PLAN / \ WHERE BEAMS ON EITHER TJ.FLOOR JOISTS 314"DIA X 6• SHIM AS REQ'D— FULL SIDE ARE OF SAME DEPTH Q HEADED STUDS® / NENL�ELOATID PSL OR ANTHONY POWER WEB BLOCKING AT TJIJOI5T5 Y N 6'O C TYP TYP BEAM BLOCKING O TMP, I• (IUT®WOOD FLOOR FIN 5 ESGER O O 00 A M1U®STONEITILE FLOOR FINISHES) LL K N O = ? i I I � o<E to?[ m 3i I, WOOD CONNECTOR SCHEDULE MARK CONNECTOR COMMENTS s�'r 1 HGUM5. DSIH CONNECT INTO WALL WITH(89ITEN HD(HD62500H)FASTENERS CONNECT MEMBER WITH(24)-SD325212 FASTENERS rA'g m I TO MATCH LVL DEPTH. 'a$ 2 HGLTV5514 ICONNECTTO SUPPORTING LVL PER SIMPSON CONNECT TO SUPPORTING STEEL MEMBER WITH 2-1/2'LONG 114'FILLET WELD AT EACH END OF CONNECTOR TOP FLANGE H TO MATCH LVL DEPTH 3 HU11 (FASTEN TO CONTINUOUS WALL LEDGER 4 MITSERIES NOTES 1 CONNECTORSARE SIMPSON STRONG-TIE PRODUCTS FORANYSUBSTITUTIONS,SUBMITALTERNATEPRODUCTS 0 m TO EOR FOR REVIEW AND APPROVALALONG WITH DOCUMENTATION VERIFYING PRODUCT EQUIVALENCY 2. FOLLOW ALL MANUFACTURER INSTALLATION GUIDELINES FOR EACH CONNECTOR T Z Z u Q w � UJ Y �m �N 9. /0 i O R'N V I = Q O RIM TIE,SEE SCHEDULE G —ROOF SHEATHING Co H ROOF TIE,SEE SCHEDULEBEE GENERAL NOTES O O m U FOR n Z N RAFTERS SEE PLAN FOR - / ADO'L INFORMATION SIZEAND SPACING - / TO WALL t WALL SHEATHING EL SEE P UNWARCH OMITTED FOR CLARITY, (' I SEE BELOW FOR NAILING _ DOUBLE A PLATE SIZE TO I i MATCH WALL STUDS(TVP) WALL STUDS,SEE PLAN FOR SIZE AND SPACING II CONT 2xPLA TE SIZE�� I RIMTIE,SEESCHEDULE G TO MATCH WALL STUD \ --_— (ttP Q EACH FLOOR) \ LSTA36 AT EACH STUD ���� rl I� � I.^7 It � 1�J FLOOR SHEATHING SEE E HOLD-0OWNANCHOR GENERAL NOTES DR I+4 ( E 1 AT END OF SHEAR WALL \ If FOR ADD'L INFORMATION I 1 . 1 LENGTH ,SEE FABTENER 1 f SCHEDULE AND �' I RIM BOARD OMITTED FOR 1 Imo/ WALL ENO DETAIL 1 TO WALL oC2 8 2020 i_H" FLOOR TIE,SEE SCHEDULE I — /�(� EL SEE PLANIARCH PLYWOOD PANEL SEE `' ) DOUBLE2x PLATE BIZE TO I A )SCHEDULE FOR ` _ 1 I MATCH WALL STUDS(TYP) THICKNESS(STAGGER JOINTS) told 7a I I EDGE NAILING WALL STUDS SEE PLAN Sou ,�,NAILINGPER SCHEDULE III FOR SIZE AND SPACING _ aba((_,f TrI S!L'eS WALL END POST-SEE (_Bl INTERMEDIATE NAILING 1 I I HEADER SCHEDULE AND C_., PER SCHEDULE I PLAN-PROVIDE u DOUBLE STUD MINIMUM CONT 1,PLATE SIZE FLOOR SHEATHINGTO MATCH WALL STUDS SEE GENERAL NOTES FOR ADDL INFORMATION III 0' IJ^ _ _ �• TO FDN WALL vu _ I ] EL SEE PLANIARCH CONT Z,PLATE ON •I _ - Y•• TI FOUNDATION WALL,SIZE TO / �� - pp.je t architect TK MATCHWALL STUDS SEE HOLD DOWN ANCHOR AT EACX END prclect-pr CG FOUNDATION SECTIONS OF WALL SEE FOUNDATION SECTIONS d.—by OF FOR WALLS LONGER THAN 10'-0'I . Auem ADD TIE DOWNS EVERY 6'-0" ,_J LOCATE FIRST ANCHOR BOLT checked by Checker F-8'MINIMUM 112'MAXIMUMIobm 13054.06 J FROM PLATE ENDS SEE \—REINFORCED CONCRETE FOUNDATION WALL SCHEDULE FOR SPACING SEE PLAN FOR SIZE 8 LOCATION date 0812BI2020 2 BOLTS MIN PER PLATE FLOOR FRAMING TO FOUNDATION WALL OMITTED FOR CLARITY TYPICAL W000 SHEAR WAIL ELEVATION reV5'ons I I WOOD SHEAR WALL ELEVATION 1/4"z 1'4r I i `I WOOD SHEAR WALL SCHEDULE WALLSTUD (C)-STUDSOR SOLID�(D)-SIMPSON HOLD DOWN' IH)-SIMPSON ro date by SIZE AND (A)-MIN PLYWOOD SHEATHING (B)-PLYWOOD NAILING POST@EA ENO OF OR BTRAP AT EA END OF (E)-SIMPSONF (F)-ANCHOR BOLTB (G)-SIMPSON RIM71E BLOCKING/JOISTTIE MARK SPACING SHEATING GRADE EDGE/INTERIOR WALL WALL ;ANCHOR BOLT SIZE SPACING SIZESPACING BIZE I SPACING I SW-1 12x6®16'O C 3/4'(72132)PLYWOOD 1 STRUCTURAL Bd Q 6'EDGE N2' (4)2x6 or Bx6 HDU14.SDS2 5 VOW 3/4'A307 8' 12'0 C LTP4 1,.0 H1A 24.0 C i BOTH SIDES (INTERIOR(1S/B'PENET) EMBED NOTES PERMIT SET 1 PANEL JOINTS ON EITHER SIDE OF WALL SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS 09/26/2020 2 PANELS SHALL NOT BE LESS THAN 4'x 8,EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING 3 NAILS SHALL BEAT LEAST 3/e'FROM THE PANEL EDGES 4 REFER TO FRAMING PLANS FOR LENGTH AND LOCATION OF SHEAR WALL SEGMENTS 5 FOR WALLS LONGER THAN 6-0' 'PROVIDE SIMPSON HOLD DOWNS AS NOTED AT ENDS AND AT 6'-0"MAX INTERIOR SPACING 6 WALLS NOTED AS SHEAR WALLS ON PLAN(SW-8)SHALL NOT BE CUT OR PENETRATED UNLESS APPROVED BY THE EOR CONTRACTOR SHALL COORDINATE ALL PLUMBING MECHANICAL HVAC,ELECTRICAL ETC ACCORDINGLY 7 WOOD SHEAR WALL FRAMING ELEMENTS TO BE DOUG FIR NO 2 OR BETTER SCHEDULES I i I S6.01 ` � a �. � v •� _ice' c '� t � i .f��AE.S +$�,�' et�" ,alt:-��",_�* w#•-.arm• � r:. �k '� yk •fes:.. l� ��;'v�:'w1 A j � �s��� s� '°II►i��,` �.rfawereerfir�->i� a "�- J 1l1 fir.. tiw M.IL . �r t f- ins �.,T�t��..�.f' s�,a .. ��� � �, � r•;. .. /'y� . 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Bbd Ne 2 MAINTENANCE,ALTERATION SALE OR Su�nu•IOI IF• _----- 0.KD•nn•.n a wa•r OeWd tin• —W-- N•araalPwrl4K--RST-- FlRE MIGRANT DI STRIBUTION OF ANY PORTION OF THE p2, p� 23 VILLAGE OF E ..,,.,- uorn Al w,Ep County Center Riverhead,N Y 11901 �22 6a••ml5nara Soba OurenJm cu.I^'• 1W pya,Law --L-- AmtM•nm RhiM1e Una--A-- FMR SUFfOLR COUNTY TAA MAP IS PROHIBITED MN pEN6E SGIE IN FEEL•D +wa2] 0••OAsa 121 A(d)Or 12 fA T L'm -- PaA6ma u.e -—P—— wns..a,10•mat6•--Nw-- AM6ulANGE • xws,EVA,ER 132 DISTRICT NO 1000VdTHOUT WRITTEN PERMISSION OF TME 200 0 200 a00 A 121A(c) Nrsp•tLw ----- ”-r0aw0 LF• —5-- REAL PROPERTY TW(SERVICEAGENOY P 030 031 PROPERTY MAP CONVERSION WE Naa 25.2016 ReVLslons 0a-01.97 12-24.97 o1-n•oz 02-01.02 06-0602 h!360.182 N 76D 1B2 10-23-09 03-04-10 05-17-10 12-07-12 01.29-14 / 72 _ to-os-la < rt 34oacc> — ----- ---- --- -------- T-EAST MARION THE ORIEN PARK DISTRICT 2 ` � '�:•x rF� O �oG / M.D 60 PD.65 L D.40 & =a 41 "Ne Sao /� r'O s,pO a ,�nl/\\\ •��� ir Y7 /• �• �a 6P ,A 5/h oµG 1. � p• \\ s e Q• ARBOR r 0„• / �n ;e e^d'?'°° �19�6�o� -/ 20 l \\•a ,zp,, \\ � �eP ��� ,, p /��. ss � \8fF�3P° q Q• "rlfo ' 0 P�0\o , �Q '( ti9 , \ 1Eµ OR ' A �3 $ y ry9P�Dl / t e 3228 z' 6cl 2 3A 2 DA "w RNV 2,e r nm * •n' m 33 is � r D 60 s u m j2I FOR PCl.N0 �ISEE SEC NO d' j 022-03-024 1 S /f H, EI j N 356.382 / N 356,382 J L - a-I- ____—_ —om U. --sex-- NLe„m D.wa uee --N-- uNLess orawN oiHeRWse,AU PRDEe6n6s NOTICE mT h, COUNTY OF SUFFOLK © K 017 TOWN OF SOUTHOLD SECTION NO E Dmmn Cmrem 0.nr —�-� SvLeiwwnCbrNBb0.Ne 21 Bbd Ne Z Fx 0.iM lrm —f-- inv Dara L,_ --R-- PRE WIMN1Nf;OLLQNNGD61WCi5 6EN£R tMMI pys� •T�' E 130 (, ` O Rm SwOM MAINTENANCE,ALTERATION,SALE OR ey ,/Yy Real Property Tax Service Agency Y 6ubeniuen IN Lw ------_ e.ee DT.nan n Wbr OeWC Lna --,V-- 16Neivl0wra Wo--HSi-- FlRE �a HYORPNi 023 VILLAGE OF 023 E w1 UCHf 40 Al w.RA DISTRIBUTION OFANY PORTION OF THE '.a• County Center Riverhead,N Y 11901 N suvml6lwe ^� scYe Dn.e.m n. raery lw -- LaNO.vrnta�a --L-- Pmevlmo Dam lw--A-- PPRR SUFFOLKCOUNTYTA%MAP IS PROHIBITED 6CALEWFEET M ft-N. 23 T lw --- P ——P—— —— REFUSe �,�- .. A 132 p m.eA� 721A(dt or 127A aux DYhl line Wnwnbr D�Mnliro-- wr.IeuIAN¢ ec Wg�,PA�R IMTHOUT WRITTEN PERMISSION OF THE -✓,A.W200 0 Zm X00 p� REAL PROPERTY TAX SERVICEAGENCY 'C� P DISTRICT NO tOOO D.e,�beP,m 12A A(.) wLm. ----- se.nD.eb LLs —s-- PROPERTY MAP t CONVERSION DATE Nwb MIS INTER,-5CIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 11969-1201 631-283-5958 • FAX-631-283-5974 www inter-science net February 8, 2021 -Via E-Mail/Regular Mail with 4 Plan Sets - Michael J. Domino, President Board of Town Trustees Town of Southold, Town Hall Annex 54375 Route 25, P.O. Box 1179 Southold,New York 11971 ATTENTION: Diane DiSalvo Re: Domeluca II LLC r. Dear Mr. Domino: Enclosed please find the sanitary system, drainage and well plans prepared by S.L. Maresca&Associates. Please be advised that these engineered plans have been formally submitted to Suffolk County Department of Health Services. These plans have also been submitted electronically to Diane DiSalvo. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, L• +Jmes L. Walker P incipal Planner JLW: jlw Enclosures Copy: Dale Szabo, Dowbuilt n� Elaine Ortolan, S.L. Maresca&Associates. D U FEB - 9 2021 Southold Town Board of Trustees PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES I INTERSCIENCE 4 RESEARCH ASSOCIATES, INC POST OFFICE BOX 1201 • 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 11969-1201 • 631-283-5958 • FAX 631-283-5974 www inter-science net January 21, 2021 -Via E-Mail/Regular Mail W/Paper Prints- Michael J. Domino, President Board of Town Trustees Town of Southold, Town Hall Annex 54375 Route 25, P.O. Box 1179 Southold,New York 11971 Re: Domeluca II LLC Dear Mr. Domino: Enclosed please find four(4)of the proposed sanitary system plans for this project. These plans have been submitted concurrently to New York State Department of Environmental Conservation and Suffolk County Department of Health Services. Please review the engineered plans and let me know what else may be needed for approval. Thank you. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, J es L. Walker P ncipal Planner JLW: jlw Enclosures Copy: Dale Szabo, Dow Built E I V E D Southold Town Board of Trustees PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES OFFICE LOCATION: ��®v S f�® 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 C®U ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To Glenn Goldsmith, President Town of Southold Board of Trustees From. 'Mark Terry,'AICP ' LWRP Coordinator ' Date': January 15, 2021 ;G. Re- LWRP Coastal Consistency Review for DOMELUCA II, LLC SCTM# 1000-23-1-2.10 Inter-Science Research Associates, Inc. on behalf of DOMELUCA II, LLC requests a Wetland Permit to demolish existing barn and sheds; construct new single family residence with,an overall footprint of 26'9"x63'0"; a 39'9%"x63'0" terrace including approximately 18'0"x30'0," interior space; a second 26'9'/2'x24'2" terrace running east; a 25'0"x19'0" terrace including approximately 16'0"x20'0" interior space running south from the main single family dwelling, proposed 18'2"x82'0" swimming pool; and the proposed driveway does extend into the 100 foot setback; the proposed driveway is, however, located within the footprint of the existing driveway. Located: 14895 Route 25, East Marion. SCTM# 1000-23-1-2.10. 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 Policy Standards and therefore is CONSISTENT with the LWRP The following is reocmmended•to further policy 6. 1. Require the installation of a I/A OWTS. 2. Require that the plans show the perpetual non-disturbance buffer in Wetlands Permit 9260. 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: Damon Hagan, Assistant Town Attorney E` r 1 Peter Young,Chairman o Town Hall,53095 Main Rd. Lauren Standish,Secretary ft 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 Wed., January 13, 2021 the following recommendation was made: Moved by Carol Brown, seconded by John Stein, it was RESOLVED to SUPPORT the application of DOMELUCA II LLC c/o ISABEL SOUSA, DOWBUILT to construct a single-family dwelling, driveway and accessory structures. Existing building to be demolished and proposed pool and enclosure to be submitted under separate permit application. Located: 14895 Main Rd., East Marion. SCTM#23-1-2.10 Inspected by: John Stein, Carol Brown, Caroline Burghardt The CAC Supports the application and recommends the applicant consider the installation of an I/A wastewater treatment system. Vote of Council: Ayes: All Motion Carried 1 _ INTtR50ENCE RESEARCH ASSOCIATES, INC, POSTOFFICE BOX 1201 36 NUGENT STREET • SOUTHAMPTON,NEW YORK 11969-1201 631-283-5958• FAX,631-283-5974 www,incer-s6ence,nec - January 5,2021 -Via E-Mail Only- Michael J. Domino,President Board of Town Trustees Town of Southold,Town Hall Annex 54375 Route 25, P.O. Box 1179 Southold,New York 11971 ATTENTION: Diane DiSalvo Re: Domeluca II LLC Dear Mr. Domino: Attached please find revised design narrative that includes the pool. This adjustment in the application was made at the advice of the Building Department. Accordingly,I have e-mailed the revised design narrative to Amanda Nunemaker as well. Please let me know when the project will be heard and when the field inspection will be made. If I need to post a public notice sign or send out certified mailing for the public hearing, please let me know so that I can make suitable arrangements. Should you have any questions regarding this letter or the project in general,please do not - hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, fIJes L. Walker pal Planner JLW: jlw Attachments Copy: Dale Szabo,Dowbuilt Amanda Nunemaker, Southold Town Building Department I PJWVI_., NG L%VIRONiIENTA_ P,ANNIN'_D_iI(2N °x kLi.l.E-A ;:<,y 1'c; tli-ING, SERY'ICcS t - DESIGN_NA TIVE' - For RO ELUCA 09-LL,--C Situate 14895 Route 25 (Main Road) and Dam Pond,East Marion Town of Southold, Suffolk County,New York ,PREPARED FOR: Domeluca II, LLC c/o Dale Szabo,Dow Built 25336 1h Street, Suite B313 Brooklyn,New York 11232 PREPARED BY: Inter-Science Research Associates, Inc. Environmental Planning&Development Consultants P.O. Box 1201, 36 Nugent Street Southampton,New York 11969-1201 .L-ANDSCAPE°:ARCHIEGT.. Steven Stimson, Landscape Architect 288 Norfolk Street Cambridge, Massachusetts 02139 ARCHITECT-: Olson Kundig 159 South Jackson Street#600 Seattle, Washington 98104 1 SURVEYOR: Kenneth M. Woychuk Land Surveying, PLLC P.O. Box 153 Aquebogue,New York 11931 DATE-PREPARED: November 2020 January 2021 (Revised) The following is a Design Narrative prepared to support the.application made for the proposed residential construction on the Domeluca II,LLC property located at 14895 Main Road and Dam Pond,East Marion. The property includes Suffolk County Tax Map Number 1000-23-1-2.10. 3.2 acres are involved in the overall project site based solely on the Suffolk County Tax Map records. A copy of the Suffolk County Tax maps for the subject property is found immediately following this page of the design narrative for the convenience of the reviewer. It is specifically noted that the state had issued a Letter of No-Jurisdiction Tidal Wetlands Act May 13,2016 for all portions of the property landward of the 10 foot contour. A copy of the jurisdictional inquiry is found immediately following this page of the design narrative for the convenience of the reviewer. Furthermore,this office has made a formal follow-up submission to NYSDEC for a letter of non jurisdiction for this project concurrent with the Town of Southold application. fi..#e'R,11si>r•#1 MR,i6ia 1.11iw wax■f11 Raa wNO R•)1=i;0_XR***RxR XWOU •;t orwK 0`01 wo 11111■•1A W0i64a w WN X x'71•IC-L Proposed Single Family Residential Improvements. The architectural plans show the proposed single family residential improvements proposed for this project. It is-noted that the proposed swimming pool and related improvements are to be considered part of the current Wetlands Permit/Coastal Erosion Management Permit Application at the advice of the town. The following improvements are proposed at the current time,based upon the site plan included in the architectural plan set: 1. Terrace. The overall size of the proposed terrace is 39'-9 '/z"x 63'-0". This includes interior space approximately 18'-0"x 30'-0". The proposed pool and enclosure are to be considered as part of this application based on advice from the ` Building Department. - 2. Single Family Residence. The proposed single family residence has an overall footprint of 26'-9 '/z"x 63'-0". A second terrace is proposed running east with dimensions of 26'-9 '/2"x 24'-2". 3. Proposed Terrace. Approximate dimensions of 25'-0"x 19'-0"running south from the main single family residential footprint are proposed. This includes interior space approximately 16'-0"x 20'-0". All-interior space proposals are connected as shown on the architectural plans. The single family residential improvements involve a total footprint of 2,580 square feet as shown on the provided 2 architectural plans. The total square footage of the terraces, exclusive of interior space, is 3,538 square feet. All improvements are located in the upland portions of the property landward of the 100 foot wetlands and bluff setbacks. For the proposed terraces and single family_ residence,the improvements are located landward-of the 100 foot wetlands and bluff setbacks. 4. Existing Buildings. The existing barn is,to be removed under the current application. The existing sheds are also to be removed under the current application. 5. Proposed Driveway. The proposed driveway does extend into the 100 foot setback. The proposed driveway is,however,located within the footprint of the existing driveway. All improvements are shown on the architectural plans prepared by Olson Kundig and the site plan prepared by Stephen Stimson,Landscape Architect. It is noted that the surveyor has been commissioned to stake the proposed single family residential improvements proposed for this property. When completed,the surveyor will submit an updated survey for the town review. Concurrently,the project sponsor has retained S.L. Maresca Consulting Engineers to provide sanitary system plans,drainage plans and proposed water service for this lot. These plans will be forwarded to the town as soon as they are proposed. It is noted that the anticipated sanitary system design will be located under the proposed driveway landward of the 100 foot wetlands and bluff setbacks. Similarly,the drainage will be located.in the interim areas south of the proposed single family residence and landward of the 100 foot wetlands an&bluff setbacks. The architectural plan set prepared by Olson Kundig is incorporated by reference into this design narrative. Similarly,the landscape architectural site plan is incorporated into this design narrative by reference. The survey work completed by Kenneth M. Woychuk Land Surveying, PLLC is the survey of record at this time. Pool Per advice from Amanda Nunemaker, Southold Town Building Department,the proposed improvements will now include the swimming pool. The Building Department has approved the zoning and forwarded the project to the Southold Town Board of Town Trustees. The swimming pool is 18'-2"x 82'-0"as shown on the site plan prepared by Stimson Landscape Architect. The surrounding terraces are part of the application for Wetlands Permit/Coastal Erosion Permit. The coverage calculations have been provided to the town to document compliance with the 20% coverage limitation. DomelucaLLCDESIGNNARRATIV E 11052020.wpd 3 A i Glenn Goldsmith,President QF so�lyo J Town Hall Annex Michael J.Domino,Vice-President John M.Bredemeyer III A.Nicholas Krupski Greg Williams �y�ouKr►,��' ,�� � Gly {'��� �� I� BOARD OF TOWN TRUSTE] TOWN OF SOUTHOLD TO: SOUTHOLD TOWN BUILDING DEPARTMENT p-.l�U_ RE: VERIFICATION OF BUILDING DEPARTMENT PEI-F J L 6(4Do 1A 15LVCA- — Properky'Owner'Named Date'Serittd':Bl 0:`'Dept: �?€G-;. .7 2020 The Office of the Board of Trustees is forwarding the above referenced appticatiori for.' �A 'o verification of the Building Depart-menfs,permitting,requirements stated'b'bI6W: + YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance determination = from the Zoning Board of Appeals? ` Will any part of this application be considered; ;Qemolition as described under Town Code? COMMENTS: Cil, �� f d ovra-k Si na ure of Reviewer Date 0) INTEIk-5CIENCE RESEARCH ASSOCIATES, INC. POST OFFICE BOX 1201 • 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 11969-1201 • 631-283-5958 • FAX.631-283-5974 www inter-science.net December 11, 2020 -Via E-Mail/Regular Mail - Ms. Amanda Nunemaker Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 J G� Southold,New York 11971 DEC 15 2020 ,r Re: Domeluca II LLC ; Dear Ms. Nunemaker: Regarding thus project,please be advised the proposed terraces are at grade. I have attached a site plan from the landscape architect, architect and builder confirming the terraces are at grade. Relative to the pool,please be advised that the project sponsor accepts the town advice regarding this aspect of the overall application. The town and state permit applications will be revised to propose the pool and the remainder of the residential proposals at this time. This office will provide the survey update from Kenneth Woychuk as soon as his office completes the work regarding coverage on this lot. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. s ectfully submitted, J es L. Walker Pr cipal Planner JLW: jlw Enclosures Copy: Dale Szabo, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES INTERSCIENCE RESEARCH ASSOCIATES, INC POST OFFICE BOX 1201 • 36 NUGENT STREET•SOUTHAMPTON,NEW YORK 11969-1201 • 631-283-5958 • FAX:631-283-5974 www.inter-science.net December 4, 2020 -Via E-Mail/Regular Mail with Formal Prints - f'-- Michael J. Domino President Board of Town Trustees I Town of Southold, Town Hall Annex DEC - 7 2020 54375 Route 25, P.O. Box 1179 i Southold, New York 11971 1----- ----� Re: Domeluca II LLC Dear Mr. Domino: Enclosed please find a completed survey for the previously submitted Wetlands-Coastal Erosion Permit Application for Domeluca II LLC. Please note that the surveyor has staked the improvements in the field per the stake locations shown on the provided survey. Thank you. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, J es L. Walker P incipal Planner JLW: jlw Enclosures Copy: Dale Szabo, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES Michael J.Domino,President s° Town Hall Annex John M.Bredemeyer 111,Vice-President ` _ - 54375 Route 25 ; P.O.Box 1179 Charles J.Sanders " Southold,New York 11971 Glenn Goldsmith ,� , Telephone(631) 765-1892 A.Nicholas Krupski � Fax"(631) 765-6641 t BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ��L• This Section For.Office Use Only Coastal Erosion Permit Application Wetland Permit Application ,Administrative Permit Amendment/Transfer/Extension 1p� Received Application:Received'Fee:' ) Completed Application: OCT 2 g 2020 ,Incomplete:, - SEQRA Classification: Type l_ Type II Unlisted Lead Agency Determination: Coordination:(date sent): CACPConsistencyfDatLW Referral Sent: e of Inspection: •/_S.ZI Receipt of CAC Report. Technical Review: Public Hearing Held: I•��?� Resolution: t Legal Name of Property Owner(s):,- D_omeluca 11 LLC c/o Isabel Sousa, Dowbuilt Mailing-Address: 4001 Aurora_Avenue North Seattle,Washington 98103 Phone Number: (631)299-1397 Direct(206)633-3003 Main Suffolk County Tax Map Number: 1000- 23-1-2.10 Property Location: 14895 Main Road East Marion, New York 11939 _ (If necessary,provide LILCO-Pole#, distance to cross streets,and location) AGENT(If applicable): Inter-Science Research Associates, Inc. ? Mailing Address: P.O. Box 1201, W Nugent Street-Southampton, New York 11969-1201 Phone Number: (631)283-5958 5e Board of Trustees Application GENERAL DATA Land Area(in square feet): 219,212 Square Feet(5.03 Acres). Area Zoning:_R-80 Zoning District _ Previous use of property: Single Family_Residence- House Demolished. Intended use of property: Single Family Residence Covenants and Restrictions on property? Yes ✓ No If"Yes',please provide a copy. Will this project require a Building Permit as per.Town Code? ✓ Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from'the Zoning Board of Appeals? Yes _�_No, If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building,.Dept.? _Yes No Does the structure(s)on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: F 1 Agency Date Southold Board of Town Trustees 2018 Wetlands Coastal Erosion No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency.? V No Yes If yes,provide explanation: Not applicable Project Description(use attachments if necessary),. Single family residence, driveway and accessory structures. Existing building to be demolished. Proposed pool and enclosure to be submitted under separate permit application. — ESIGN NARRATIVE — For D MELUCA eA j I.C Situate 14895 Route 25 (Main Road) and Dam Pond,East Marion Town of Southold, Suffolk County,New York PREPARED FOR: Domeluca II, LLC c/o Isabel Sousa,Dow Built 25336 1h Street, Suite B313 Brooklyn,New York 11232 PREPARED BY: Inter-Science Research Associates, Inc. Environmental Planning&Development Consultants P.O. Box 1201, 36 Nugent Street Southampton,New York 11969-1201 LANDSCAPE ARCHITECT: Steven Stimson,Landscape Architect 288 Norfolk Street Cambridge, Massachusetts 02139 ARCHITECT: Olson Kundig 159 South Jackson Street 4600 Seattle, Washington 98104 1 SURVEYOR: Kenneth M. Woychuk Land Surveying, PLLC P.O. Box 153 Aquebogue,New York 11931 DATE PREPARED: November 2020 The following is a Design Narrative prepared to support the application made for the proposed residential construction on the Domeluca II, LLC property located at 14895 Main Road and Dam Pond,East Marion. The property includes Suffolk County Tax Map Number 1000-23-1-2.10. 3.2 acres are involved in the overall project site based solely on the Suffolk County Tax Map records. A copy of the Suffolk County Tax maps for the subject property is found immediately following this page of the design narrative for the convenience of the reviewer. It is specifically noted that the state had issued a Letter of No-Jurisdiction Tidal Wetlands Act May 13,2016 for all portions of the property landward of the 10 foot contour. A copy of the jurisdictional inquiry is found immediately following this page of the design narrative for the convenience of the reviewer. Furthermore,this office has made a formal follow-up submission to NYSDEC for a letter of non jurisdiction for this project concurrent with the Town of Southold application. li,■www R A'a R#.R■!F ..M R••• [Y a■,r F it Mir a a o's a a a■'!k'Y"s L 84 M,!N4r 1 7r m Proposed Single Family Residential Improvements. The architectural plans show the proposed single family residential improvements proposed for this project. It is noted that the proposed swimming pool and enclosure are to be filed separately. The following improvements are proposed at the current time, based upon the site plan included in the architectural plan set: 1. Terrace. The overall size of the proposed terrace is 39'-9 '/2"x 63'-0". This includes interior space approximately 18'-0"x 30'-0". The proposed pool and enclosure are to be submitted under separate permit application. 2, Single Family Residence. The proposed single family residence has an overall footprint of 26'-9 '/2"x 63'-0". A second terrace is proposed running east with dimensions of 26'-9 %2" x 24'-2". 3. Proposed Terrace. Approximate dimensions of 25'-0"x 19'-0"running south from the main single family residential footprint are proposed. This includes interior space approximately 16'-0"x 20'-059 . All interior space proposals are connected as shown on the architectural plans. The single family residential improvements involve a total footprint of 2,548 square feet as shown on the provided architectural plans. The total square footage of the terraces, exclusive of interior space, is 3,655 square feet. All improvements are located in the upland portions of the property landward of the 100 foot wetlands and bluff setbacks. The proposed pool and enclosure are to be submitted under 2 separate permit. For the proposed terraces and single family residence, the improvements are located landward;pf the 100 foot wetlands and bluff setbacks. 4. Existing Buildings. The existing barn is to be removed under the current application. The existing sheds are also to be removed under the current application. 5; Proposed Driveway. The proposed driveway does extend into the 100 foot setback. The proposed driveway is, however, located within the footprint of the existing driveway. All improvements are shown on the architectural plans prepared by Olson Kundig and the site plan prepared by Stephen Stimson,Landscape Architect. It is noted that the surveyor has been commissioned to stake the proposed single family residential improvements proposed for this property. When completed,the surveyor will submit an updated survey for the town review. Concurrently,the project sponsor has retained S.L. Maresca Consulting Engineers to provide sanitary system plans,drainage plans and proposed water service for this lot. These plans will be forwarded to the town as soon as they are proposed. It is noted that the anticipated sanitary system design will be located under the proposed driveway landward of the 100 foot wetlands and bluff setbacks. Similarly, the drainage will be located in the interim areas south of the proposed single family residence and landward of the 100 foot wetlands and bluff setbacks. The architectural plan set prepared by Olson Kundig is incorporated by reference into this �. design narrative. Similarly,the landscape architectural site plan is incorporated into this design narrative by reference. The survey work completed by Kenneth M. Woychuk Land Surveying, PLLC is the survey of record at this time. DomelucaLLCDESIGNNARRATIVE 11052020.wpd 3 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY A Stony Brook.50 Circle Road.Stony Brook,NY 11780 P.(631)444-03651 F.(631)444.0360 wwwdec.ny,gov LETTER OF NO JURISCRCTiON TIDAL'WETLANDS_ACT,- May 3, 2016 Domeluca II, LLC c/o David J. Januzzi P.O. Box 1672 Mattituck. NY 11952 Re: Application #1-4738-03438/00002 14895 Main Road, East Marion SCTM#1000-23-1-2.10 Dear Mr. Januzzi: Based on the information you submitted, the Department of Environmental Conservation has determined that the referenced property that is landward of the topographic crest of a bluff in excess of 10 feet in elevation, as shown on the survey prepared by Kenneth M. Woychuk last revised March 30, 2016, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. . This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, r _ eorge. Hammarth At Permit Administrator cc: En-Consultants Boh-TW file E►VYQRK' Department of rr�rr, Environmental Conservation s; 'm�,p—is vT P of sa! mREM k z�oe LONGyre. n FO 7 a��NA�••M r'f }5Tr?°yb ° e���� ! �� '` a a ,e,. N .' i S 'a+icK __ - , t4�!J,lNq by,.y'tp. '„K'"✓Y' zeP tan 1 L O : x t,wc ,L i1 w as h {,Tp! nrry 0 R 7, ly la..A �.., TOWN OF sou�HOLD m F' niW l I y° a12 - k4 ]two TOvm-0UTHOLD �f O £ ° CJ k4 rk - c kk ryvFHse.cFnnmel ku LWNV OF 6FFOLK 10]A --�✓/ff(( } vR°✓' `T '17, E ], '^H� ']� ha I 6EE6EO NQ � wO,P0C401 HO b• '$t �n Y� SEEOfiM1NlSlO�—aP HKt £°Q'rt i� ..CLale4 - J, NAT CH LwE a ]ATL. �__NE✓ 6 uArtH "."�_� _ E ..Y SIE 6EC NO D],U EES RkKKf NOTICE aF E ;1, ,..... --•— �,.1°• COUNTY OF SUFFOLK© E SouTROLo SECTION NO IG Y \:l Real Property Tax Semce Agency r a - E ,.,.. -� -- 022 U n as .a... ,a�N,luOu ---_" ...._ ww,..er rt p - __—`.�� Ya]nuTn�cTue SOpp N T P C% PROPE0.ttMAP I�1 3, wAt o) a'v' j A aaIra /fJ �� THE ORa:NTFA5f MPNION � '�� PARKOiaTRIGT y �•. _ Nr�r'`•k � 6}}.y`a� ^...,� r FD 26 MD,60 PD 65 LD 40 e �� 65 1 k - z -4 t r 05, / � 1x f ry b�tyFl xa e � �I �._ r' — �- -- ...,„ -- — ^~�•- Nonce COUNTY OF SUFFOLK © x ^mr t Ar SOUTHOLD SECTION NO Real,Properly Tax Service Agency v t.oEx 023 O..r` }' ._ ,,y•, — awrrsr— wutiAs" aatlt JJ.. P ."ict uo tOYo PfGPERTYMAP Board of Trustees Application WETLAND/TRt1STEE LANDS APPLICATION DATA Purpose,of the proposed operations: Single family residence, driveway and accessory structures. Existing building to be demolished. Proposed pool and enclosure to be submitted under separate permit application. Area of wetlands on lot: 84,581 _ square feet Percent coverage of lot: 8.58. % Closest distance between nearest existing structure and upland edge of wetlands:. ,<15.0, feet ; Closest distance between nearest proposed structure and upland edge ofwetlands: 100.0 feet 'Does the project involve excavation or filling? No ✓ Yes If yes,how much material will be excavated? <500 cubic yards t How much material will be filled? <500 cubic yards Depth of which material will be removed or deposited: <10 . feet 4 Proposed slope throughout the area of operations: See note below. Manner in which material will be removed or deposited:_ NOTE: Material will be excavated up to 500 cubic yards for construction of the new single family residence. This material will be stockpiled and used for fill after the new single family residence is constructed. The cuts and fills will be balanced. In this manner, the pre-existing topography will be restored to the maximum extent practicable. In all regards, silt fencing will be utilized to stabilize the construction site. The existing building(s) will be demolished as noted on the architectural site plan. 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): Potential significant adverse environmental impacts to the wetlands and the surface waters of Dam Pond could occur if the project site is not properly secured. The project includes silt fencing and prompt seeding/re-vegetation of exposed slopes as the project progresses. As such, the modest single family residential construction proposed is not expected to have any effect on the wetlands and tidal waters of the Town of Southold. 617 20 Appendix B Short Environmental Assessment Form Instructions for-Completing, Part,] -Project Information. The applicant or project sponsor is responsible fo"r 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 1 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: Domeluca II LLC Single Family Residential Construction Project Location(describe,and attach a location-maft 14895 Main Road and Dam Pond East Marion, New York 11939 Brief Description of Proposed Action: i Proposed construction of single family residence and accessory structures as shown on Site Plan prepared by Stephen Stimson, Landscape Architect. Proposed terrace, wall and related accessory structures as shown on architectural plans prepared by Olson Kundig Architects. Note proposed pool and enclosures to be submitted under separate permit application. Proposed driveway as shown on landscape plans. Name of Applicant or Sponsor: Telephone: (631)299-1397 Direct Domeluca II LLC c/o Isabel Sousa/Dowbuilt E-Mail: Isabels@dowbuilt.com Address: 14895 Main Road City/P0: Zip Code: East Marion New York i 11939 ` 1.Does the proposed action only involve the legislative adoption of 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 ❑. may be affected in the municipality and proceed to Part 2. if no,continue taquestion 2. 2'.'D6es the"proposed-action req,uire'a permit,,approval or funding froth any other governmental,Agency? NO, YES,_3 If,Yes;list agency(s)name and permit,or approval: '� New York State Department of Environmental Conservation Letter of Non-Jurisdiction Suffolk County Department of Health Services Permit. 3:a.Total acreage of the site of the proposed-action? 5.03_ acres b.Total acreage to be physically disturbed? 0.19 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 4.84 acres 4. Check.all land uses tE}at occur on,adjoining and near the proposed action. E]Urban E4 Rural(non-agriculture) []Industrial ❑Commercial OResidential(suburban), VFore'st ❑Agriculture ❑Aquatic ❑Other(specify): Parkland Page 1 of 4 0 0 5. Is the,proposed action, NO YES__N/A a, A permitted use-under the zoning regulations?' ;j W] b.Consistentwith the adopted comprehensive plan? 6:­6 the proposed action consistent with the predominant character of-the existing built or natural NO YES `landscape? 0: i,L1L4 7. I's the site of the'proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO. YES. If Yes,identify: — Lzj, 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation servicc(s)available at or near the site of the proposed action? ❑I c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ ilk! 9.D'oes'the proposed action meet or exceed the,stAd energy code requirements? NO' YES If the'proposed action will exceed requirements,describe design features and technologies: ❑, ';"W] 10. 'Will`the proposed,action connect to an existing,public/private water supply? NO I YES If No,describe method for providing potable water,: 11,Will'the proposed action,connect to existingwastewater utilities? NO 'YES If'No,describe method for providing wastewater treatrnent:-_§Mtary system to be crovided b�surveyor. 12. a„Does the site contain a structure,that is listed on either,the State or National Register of Historic rNO”, YES ; ,Places? bJs 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 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. Identify the typical habitat types that occur ori;orare likely to be found on the project site. Check all that apply: ❑Shoreline El Forest ❑Agricultural/grasslands [Early mid'-successional ❑ Wetland ❑'Urban 66Suburba-n 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed Nq' 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,sourees? NO YES If Yes,, a.Will storm water discharges flow to adjacent properties? 66 NO ❑YES 0 ;2 b.Will storm'w,ater di'sehargos be direeted,to established conveyance system&(runoffand storm drajns)? If Yes,briefly describe: ❑NO VIYES .Standard drainage-for_rooflunofLin--terms-af-dr_y_w-ells_willhe-proyidecL—Draiaage:for drivew&y wlll�also-be-provided.per standard-conditions-of-approval ---- Page 2 of 4 l 8.Does tlie'progoscd action include construction or other activities that result in thelmpoundrnent of .NO ,r` YES 'water or other liquids(e.g.retention pond,waste lagoon,damp If Yes,expiain'purpose and size,, (� 19. I-las the site of proposed action or an adjoining property been the location of an active or closed NO YES solid Waste,management facility? If Yes,describer M 20,Has the site of the proposed action or an adjoining property been the subject of remediation('ongoing ok NO YES completed)for hazardous waste? , If Yes,describes 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE ISTRUE AND AGGURATE TO THE BEST OF MY KNOWLEDGE Applicant/sport or me:,Ja .L. er ci al Planner, _ Date:g�gh�r-1 2020 Signature-, Part-Impac Assessment+ The Lead Agencyis responsible for the completion of Part Z. Answerall,ofthe«foNowiiig questions in Pa 2 using the information contained in Part I and other materials-submitted by the project sponsor or otherwise-availa le to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering'the scale and context of the proposed action?" No;or_ Moderate`, small to large impact impact may may occur occur 1, Will the proposed action create a material conflict with an adopted land useplan or zoning regulations? L__1 2. 'will the proposed action result in,a change in the.use or intensity ofuse ofland? El 3. Will theproposed action impairthe 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)? t-1 5. Will the proposed,action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? b. Wilkthe proposed action cause an increase in the use of energy and it fails to incorporate (' reasonably available cnergy conservation or renewable energy opportunities? U 7. Will the proposed action impact existing- a. a.public/private water supplies? b.public/private wastewater treatment utilities`? ❑, 8. Will the proposed action impair the character.or quality of important historic,archaeological, architectural or aesthetic resources? 9.,, Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, F_ ITwaterbodies,,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 problems? 11. Will the proposed action create a hazard to environmental resources or human health? ,� Part 3-Determination of significance. The Lead"Agency is responsible for the completion of Part S. For every question in fart 2 that was answered"moderate to large impact may,occut",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 considertlre,potential for short-teem, long-term and cumulative impacts, x i Cheek this box if you havedetermined,based onthe-information and analysis above,and any`suppdtting;docutttentation, that the :proposed action may result in one,or more potentially large or sign iticant_adverse,impacts,and an- environmental menvi onmental 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 acfion will not result in any significant adverse environmental impacts. ToWn of Southold-Board of Trustees Name ofLead Agency Date President - Pi-int yp'e Nal e,o espohs''le Off cerin lead Agency Title of Responsible Officer 4 Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from-Responsible Officer) PRINT j Page-4 of 4 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) Domeluca II LLC I/We, , owners of the property identified as SCTM# 1000- 23-1-2 - 10 in the town of Southold New York,hereby authorizes Inter-Science Research Associates , Inc. 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. TK Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAYOFO(Zf r 20 CJ UROS ANDREJEVIC Notary Public-State of New York zo/ No.01AN6367414 Notary Public Qualified in Queens County Commission Expires 11/20/2021 Board of Trustees Application AFFIDAVIT Domeluca 11 LLC 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. x x Signature of Property Owner Signature of Property Owner xSWORN TO BEFORE ME THIS 1� DAY OF , 20Q UROS ANDREJEVIC Notary Public-State of New York Notar Publi No.01AN6367414 Y Qualified in Queens County Commission Expires 11/20/2021 APPLICANT/AGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM c l'otvlt orf fiputhtild',s(ollg°rff Flhica nrohibitc conal' u fInterest on-1he_lu7 oltowt o icSmand enwlovccs:T trmrr 'kc Ill i!l��21t "vIde,in foringlum which can alert thedtonnt of possible c i flirt ofh itcrest and allow it to,t rite whatever ac i ti► s, necessary to avoid same, E YOUR NAME: (Last name,first name,rltidd a 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.) II NAME OF;APPLICATION: (Check all that apply.) I i Tax grievance Building 1 Variance Trustee 4 , Change of Zone Coastal.Erosion Approval of plat Mooting Exemption from plat or official map Planning Other (If"Other'',name the activity.) lt)Mt-vdt'd 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,mnrriage,or business interest."Business interest"means a business, including a partnership,in which lite town officer or employee fins 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 ✓_ If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Tdwn of Southold - R-k- Title�or position of that person Describe the relationship between yourself(the applicartt/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. ' i The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): ; A)the owner of greater than 5%of the shares of the corporate stock of Ilse applicant ` (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 AA Submitted this i5~ day of Q Ly$6A .20Z<:' Signature X Print Name X �4� Forth TS 1 �` [[n E PROOF GF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: t, 3 STATE OF NEVA YORK � COUNTY OF SUFFOLK residing at, being duly sworn,deposes and says that on'the day of ,,20__,deponent mailed a frUe copy of the Notice set,forth in the Board of Trustees'Application,directed to eachof the above named persons at the addresses set opposite there respective names;that the addresses set opposite the names ofsaid 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 at ,that said Notices were mailed to each of said persons by CERTIFIED MA kETURN RECEIPT. Sworn to befdre me this Day of ,,20 Notary Public NOTICE TO ADJACENT PROPERTY OWNER i BOARD OF TRUSTEES.-TOWN.OF.SOUTHOLD In the matter of applicant: S )_L4- SCTM# 1000- 23-1-2.10 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned,to request a Permit from the Board of Trustees to: h 2. That-the property which is the subject of Environmental Review is located ;< adjacent to your property and is described as follows: A' x, 3. That the.project which is subject to Environmental Review under Chapters .96,111 and/or 275 of the Town Code is open to public comment on: DATE: You may contact the Trustees Office at 765-1892 or in writing. _ The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review.same proposal. I I PROPERTY OWNERS NAME: Domeluca II LLC_c/o,Isabel Sousa,Dowbuilt MAILING ADDRESS:- 4001 Aurora Avenue North Seattle,Washington-98103 PHONE#: (631)299-1397 Direct(206)633-3003 Main AGENT:, Inter-Science Research Associates Inc. MAILING ADDRESS: P.O.Box 1201 36 Nugent Street Southampton New York. 11969-1201 , PHONE : (631)283-5958 Enc: Copy of sketch or plan showing proposal for your convenience. i' i e Glenn Goldsmith,President Town Hall Annex r A.Nicholas Krupski, Vice President ��� Gyp 54375 Route 25 John M.Bredemeyer III CD z P.O.Box 1179 Michael J.Domino �� Southold,NY 11971 Greg Williamsp! Telephone(631)765-1892 wpj� � l. r Fax,(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 7, 2021 James Walker Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969-1201 Re: Board of Trustees Application of Domelu_ca ll, LLC 14895 Route 25, East Marion SCTM# 1000-23-1-2.10 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, January 20, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational.notice along with all other required paperwork to each of the adjacent property owners. Please keep a,copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. V ry Truly Yours, ; e Glenn Goldsmith, President Board of Trustees 1 f Glenn Goldsmith,PresidentO�UffO(,�-CO Town,Hall Annex Michael J.Domino Gym 54375 Route 25 John M. Bredemeyer III CD a '� P.O.Box 1179 A.Nicholas Krupski 0 Southold,NY 11971 Greg Williams ,y plr ` Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, JANUARY 20, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, January 20, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM—4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 9238675 3943 Password: 646408 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please,press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from,the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical'order. Click on the name of the application to view the file. Glenn Goldsmith,President �gUfFQ(�-CD Town Hall Annex Michael J.Domino r�� y� 54375 Route 25 John M.Bredemeyer IIIro P.O.Box 1179 A.Nicholas Krupski 0 Southold,NY 11971 Greg Williams ?,�Ol p!rry' Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by-or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever,they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. I I PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS �e- �rn Name: C;2 aa - 3 3-3 STATE OF W YORK. residing at being duly sworn,deposes and says,that,on the day ofd:,'2�; ;;deponent t�ailed'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 opposiite.there respective naineg"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 at ,that said Notices were mailed to each of said persons by CERTIFIED MAEURETURN RECEIPT. Sworn to before me this i Day of ,20 ' Notary Public Glenn Goldsmith, President Town Hall Annex A. Nicholas Krupski, Vice President h� ��' 54375 Route 25 John M. Bredemeyer III uP.O. Box 1 179 Michael J. Domino _ Southold,NY 11971 Gteg Williams �.%fr,Q -*4`r' , 'Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of DOMELUCA II'LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO=NOTCOMPLETE°THIS FOR1fhUNTILAF,,TEPaPOSTING REMA'INS'IN;�?'LA'CE'FOR y.;AT LEfIST SE,YeEN DA YS°PRIOR',TO TIdE PUBLIC HEARING;U�t TE James Walker ,,residing at./dba 36 Nugent Street, Southampton, NY 11968 being duly sworn, depose and"say: That on the 12 day of January , 2021 , I personally posted the property known as 1085 Bay Shore Road, Green ort,NY SCTM No. 1000-53-3-13.1 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,January 20, 2021. Dated: )�� (si iature) Sworn to before 'me this day of F&,Aa. i ELIZABETH M.ALLISON Notary Public State of New York Notary Public No.01AL6324216 y Qualified in Suffolk Couot� Commission Exp.07/08/0_1 _ PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS 1000-23-1-2.8 1000-23.-1-2.9 Domeluca LLC Treasure Island Cove LLC 66 Leonard St Apt 9C 66 Leonard St Apt 9C New York, NY 10013 New York, NY 10013 1000-23.-1-3.3 1000-23.-1-15 Stanzoni Gary Stanzoni Gary Stanzoni Laura Stanzoni Laura 345 Private Rd #8 345 Private Rd #8 1000-22.-3-24.1 1000-22.-3-33 Town of Southold Treasure Island Cove LLC PO Box 1179 66 Leonard St Apt 9C Southold, NY 11971 New York, NY 10013 STATE OF NEW YORK COUNTY OF!SUFF.,OLK _ James Walker , residing at d/b/a 36 Nugent Street, Southampton, NY 11968 ,being duly sworn, deposes and says that on the 12 day of January ,20 21 , 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 there 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 at Southampton , NY , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to_before me this Day of 1- rUu- 202j__ Notary Public ELIZABETH M.ALLISON Notary Public State of New York No.01AL6324216 Qualified in Suffolk County Commission Exp.07/08/ a3 RECEIPT RECEIPT RECEIPT RECEIPT 9214 7969 0061 8200 0091 28 9214 7969 0061 8200 0091 35 9214 7969 0061 8200 0091 11 9214 7969 0061 8200 0090 98 FROM FROM- FROM: FROM Inter-Science Research Associa, Inter-Saence Research Associai Inter-Science Research Associai Inter-Science Research Associat' RE Domeluca II LLC RE Domeluca II LLC RE Domeluca II LLC RE Domeluca II LLC .QTON M �PMP1T�� 'lr S1�'AMpTo SEN S DTA O •(� TO' SE r1 Stanzo c�Q�� Sta zo Gary sure Island Cove LLCM Domel C Stanzo ra �9. St Laur 66St APp,�t�t9�� 66 Lea rd"St A�t 9C 345 Pr d 34 to N Yo Y'1�00.513.�� New Yo N 10013 East139 E Ma n NY 11939 FEES FEEn �''�� � 9 $ � t�� FEES Postage 7 Postage6 r 1 60 Posta $ T 1so Postage 160 Certified Fee 355 Certified Fee 355 Certified Fee 355 Certified Fee 355 Return Receipt 285 Relum Receipt 285 Return Receipt 285 Return Receipt 285 Restricted Restricted Restricted Restricted T OTAL $800 TOTAL $800 TOTAL $800 TOTAL $8.00 POSTMARK OR DATE POSTMARK OR DATE POSTMARK OR DATE POSTMARK OR DATE Vru DRECEIPT .A�._. 9214 7969 0061 8200 0091 04 921 RECEIPT 969 0061 8200 0090 81 N�� N to W H C3 000 n 00" Z InteROM ce Research Assoclal FROM. O � O�'�'� _q m z CL m C> 2m -1RE Domeluca II LLC Inter-Science Research Assoclal 9 3 -n�� m O a n V, ;;U ■ RE Domeluca 11 LLC �p m �0 r x (n 3 f'7 Vl Co C3 o. -1 ---1 H ' O j C3!� Z ,,1 O PTO Q,mPT0 C � o= � � c ° zMz SEN ` �I S a N Er i�s>. -� -3 n,... , Tress nd Cove LLC �� 2 -n a r L, O Z m rl f 1 T rid Southold m N L St Apt 9C P b 1179 rt rt 0 C30 C3 rn ��� -8 f- 1*7 Ne NY 100�1 r1oZ� S bfI Id 11977 (_n O Z O t' b Lr� M Zzi _ Q' a PostagS P slagS�1��$��� 60 L O` G 2 • Certified 7196 Certified Fee 355 O Qa spew n Return Receip 285 Return Receipt 2850. fn Restricted RestrictedLn O N TOTAL $800 TOTAL $8.00 O_ n POSTMARK OR DATE POSTMARK OR DATE C o ao X �a Cn m N m mn n CD Co m CD _m -I ��--- N N N C g 7 J. Q -- - i N �4 a/1�f Q `� (1 a O. < y O 2yQ� CD Q 9 FD CL O. O m ti C. Cl) ® ��ti v 9 E] RVicE ` o m 0 n N E o c ❑ ❑ CJ O w OZ I7 CD w w ❑ 0 i N (CD ° a(0: CD. a a` I CD < w ! I� 2 m CD t!!A/Ce PfW M- i I Le=11994 . . . A Signature ❑Agent INTER—SCIENCE-'-RESEARCH ASFOC ATES, INC. ❑Addressee 36 NUGENT STREET X SOUTHAMPTON NY 11968 B. Received by(Punted Name) C. Date of Delivery { 1. Article Addressed to: D Is delivery address different from item V ❑Yes If YES,enter delivery address below: ❑No STANZONI GARY STANZONI LAURA 345 PRIVATE RD #8 EAST MARION NY 11939 IIIII�IIIIIIIIIIIIIIIIIIIIIII •. / If��lll�i�II�II E J 9290 9969 0061 8200 0091 39s 2. Article Number(Transfer fromservrnce•labeq; _ P. Service Type i ;®certiried Mail® ❑Certified Mad® 9214 7969`' 0061'''8200=0'091 35' `� ' '` t` ' `"t '•,f3estncted'Delrvery ,. - ` PS Form 3811 Facsimile, July 2015 Domestic_Return�Rp4eint j a • s A. Signature ;: :i p Agent INTER—SCIENCE RESEAR'CH' ASSOC A'TtS; INC. 36 NUGENT STREET ❑Addressee SOUTHAMPTON NY 11968 X B Received by(Printed Name) T C. fin^ Date of Delivery I, 1. Article Addressed to: D Is delivery address different from item 1? ❑Yes If YES,enter deliveryaddress below: ❑No STANZONI GARY STANZONI LAURA 34,5 PRIVATE RD #8 EAST MARION NY 11939 IIS II I�I�IIII I II I IIS � • I�� IIIIIIIII 9290 9969 0061 8200 0091 22; 2. Article Number(Transfer from service label) 3 Service Type ®Certified Mail@ ❑Certified Mad® 9214 7969 0061 8200 0091 28 Restricted Delivery PS Form 3811 Facsimile,__July-2015 `_ _ . ` Domestic Return RecF�t NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: DOMELUCA 11, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing barn and sheds; construct new single family residence with an overall footprint of 26'9"x63'0"; a 39'9%"x63'0" terrace including approximately 18'0"x30'0" interior space; a second 26'9%"x24'2" terrace running east; a 25'0"x19'0" terrace including approximately 16'0"x20'0" interior space running south from the main single family dwelling; proposed 187x82'0" swimming pool; and the proposed driveway does extend into the 100 foot ,,. setback; the proposed driveway-is, however, located within the footprint of the existing driveway. Located: 14895 Route 25, East Marion. SCTM# 1000-23-1-2.10 y TIME & DATE OF PUBLIC HEARING: Wednesday, January 20, 2021 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on `,'Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1832 Town of Southold .Lw o ° ,c� SI- ��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. 2.1 Before answering the questions in Section G, 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 Pro ram. A rtused.acton *ill bc € uate� ato� its; sz' t,���hUaYrt "E enebelal,and,adver'se.efkdtsts a olti tlxe�,toa§w,arm. �vliich=inc�'cdes,all off:•outhold`Foji). 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. 7C'hus;dach,anAyor%musf be,6XAai66d;h detai -and nonlt Mgordoz-f:icis. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it'shall h6tbc,und&ta'ken. 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. DESCRIP'T'ION OF SITE AND PROPOSED ACTION SCTM# 23 1 2.10 ; PROJECT NAME, Domeluca II LLC Proposed Single Family Residential Development 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) LJ (b) Financial assistance(e.g. grant,loan,subsidy) I_J (c) Permit,approval,license,certification: Nature and extent of action: Construction of single family residence, terraces and driveway as shown on site plan. Proposed pool and enclosure to be submitted under separate permit. Location of action:_ 14895 Main Road East Marion, New York 11939 Site acreage: 5.03 Acres. Present land use;, Single family residence. Present.toning,classi"fication: R80 Zoning District. 2. If an application-for the proposed action lias been filed with.the Town of Southold agency, the following information shall be`provided: (a) Name of applic:ant°.'_Domeluca_II LLC c/o Isabel Sousa/Dowbuilt (b) Mailing address:- 4001 Aurora Avenue North Seattle,Washington 98103 (c) Telephone number:,Area Code( (631)299-1397-Direct(206)633-3003,Mai[t �(d) Application,number,.if any: Will.the action be directly,undertaken,require funding;or approval by a state or federal agency? Yes No�' If yes,which state or federat agency?' C. Evaluate the project to`the follow—ing policies by analyzing howthe project will,further support or` not support the policies. Provide all,proposed Best Management Practices that will further each policy. Incomplete-answiDrs wilt require.that,the form be returned for completion. )lWELOPLII COAST POLICY Policy 1. Foster-a patternof,development,in the Town ofSouthold 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 LVVRP Section III—Policies; Page 2 for evaluation criteria. Yes [:]-' No Not Applicable Prior home on this lot has been demolished. The existing buildings on this lot will be demolished.' , The development proposal includes a new single family residence, accessory structures including terraces and driveway. The proposed pool and enclosure will be the subject of a separate application. i I Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVVRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes ,t-1 No Not Applicable Answer for Policy 2 Not applicable. The structures remaining on this lot are in various stages of disrepair and will be� removed. 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 This development proposal includes a modest single family residence and accessory structures which will be in keeping with this section of the Town of Southold. E i 3 NATURAL COAST POLICIES Policy 4. Minimize loss of'life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes 0 No=] Not Applicable he development proposal is in the higher elevations of the property and lies outside of the Flood Insurance Rate Map flood zones established by the Federal Emergency Management Agency. Y i i } Policy 5. Protect and improve water quality and supply in the 'Town of.Southold. See LWRP'Section III 999 —Policies Pages 16 through 21 for evaluation criteria '. Yes'`❑ ,No ❑Not Applicable _ m This modest residential proposal will be constructed with a silt fence located at the seaward limits of Ithe building envelope. The proposal will include standard drainage for roof runoff as well as standard drainage for the proposed driveway. The construction site will be promptly seeded and Ilawn/landscaping established as the construction is completed so that erosion and related loss of sediments does not occur. s 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 Answer for Policy 6 jAll wetlands setbacks are met in this modest development proposal. Similarly, all bluff setbacks are met in this single family residential construction project. As such, no impacts to the quality and function of the Town of Southold ecosystem including the tidal wetlands and surface waters of Dam Creek are anticipated. I g3 t E $ EE{ 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,,W] NotApoticable No impact to the air quality of the Town of Southold is expected as a result of the modest development proposed. 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 W1 Not Applicable No significant adverse environmental impact from solid waste general or the potential for hazardous substances and toxic wastes are expected as a result of this modest residential project. I PUBLIC COAS'T'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--Poliicies; Pages 38 through 46 for evaluation criteria. ❑ YesEl NOW] Not Applicable IThis project has no effect on public access, recreation use or coastal waters, public lands and public !resources of the Town of Southold. p 4 WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water;-dependent uses in suitable locations. See LWRP Section III—Policies; Pages,47 through 56 for evaluation criteria. ❑Yes, L] No W1 Not Applicable This site does not contain potential siting for water-dependent uses. Policy 11. Promote, sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section IH,—Policies; Pages 57 through 62'for evaluation criteria. 9 -11 Yes 0 No Z Not Applicable (Similarly, this site does not contain potential siting for sustainable use of living marine resources in town waters. Policy 12, Protect agricultural lands,in the Town of Southold. See LWRP Section III—Policies; Pages 62.through 65 for evaluation criteria. Yes Q' No 91 Not-Applicable, jNo farm land is involved in this development proposal. Policy, 13. Promote appropriate use, and development of energy and mineral, resources. See LWRP Section III--P@icies;'Pagqs 05 through 68 for evaluation criteria. El"Yes El No W] Not Applicable No energy or mineral resources are involved in this project. 11 i PREPARED BY Jameil.Walker TITLE Principal Planner DATE 104— r � �. I E RESEARCH ASSOCIATES. INC POST OFFICE BOX 1201 36 NUGENT STREET •SOUTHAMPTON,NEW YORK 11969-1201 631-283-5958 FAX 631-283-5974 www.incer-science nec November 9, 2020 -Via E-Mail Only- i Michael J.Domino, President Board of Town Trustees Town of Southold,Town Hall Annex I 54375 Route 25, P.O. Box 1179 Southold,New York 11971 S Re: Domeluca II LLC Dear Mr. Domino: Enclosed please find a completed Design Narrative for the previously submitted Wetlands-Coastal Erosion Permit Application for Domeluca II LLC. Please let me know if you F need anything further for this application. Thank you. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Iter ectfull submitted, _ -� , , J 6s L. Walker l' ncipa,l;PIanner JLW: jlw Enclosures Copy: Isabel Sousa, Dow Built 1 : 1 1 I °Ri,!ID,NG EVVI-ON!"ENTA; PLA'!' ING DcS G`. YEGjL,'T<;-,Y I':= tl' 3 ::- S ,v t`,-S I - 0 k #4 J INTERSCIENCE RESEARCH ASSOCIATES, INC POST OFFICE BOX 1201 • 36 NUGENT STREET•SOUTHAMPTON,NEW YORK 11969-1201 • 631-283-5958 • FAX 631-283-5974 www inter-science net November 2, 2020 -Via E-Mail/Regular Mail with Authorization Letter- Michael J. Domino, President [F) Q Board of Town Trustees u Town of Southold, Town Hall Annex NOV - 5 20 54375 Route 25, P.O. Box 1179 Southold,New York 11971 Sal,fhcitl Town Board;F�u,;ces Re: Domeluca II LLC Dear Mr. Domino: Enclosed please find the Authorization Letter for this project. This form was omitted from the original submission. Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. Respectfully submitted, 4esL. Walker Pr' ,cipal Planner JLW: jlw Enclosures Copy: Isabel Sousa, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES INTElk-5,CIENCE RESEARCH ASSOCIATES, INC POST OFFICE BOX 1201 • 36 NUGENT STREET• SOUTHAMPTON,NEW YORK 11969-1201 - 631-283-5958 • FAX-631-283-5974 www inter-science net October 27, 2020 -Via E-Mail/Regular Mail with Full Set of Plans - Michael J. Domino President Board of Town Trustees Town of Southold Town Hall Annex 54375 Route 25, P.O. Box 1179 �02� 8 2 CT � Southold,New York 11971 -- �a,i Re: Domeluca II LLC L 9 _`)f cyrc:;f Dear Mr. Domino: Enclosed please find a completed application for Wetlands-Coastal Erosion Permit to allow single family residential construction on the Domeluca II LLC property situate 14895 Main Road. I have enclosed the following plans and support materials for your review: 1. Application forms. 2. Check for fees. 3. Site plan prepared by Stephen Charles Stimson. 4. Architectural plan set prepared by Olson Kundig. 5. Current survey prepared by Kenneth Woychuk, L.S. 6. Photographs. Please let me know if you need anything further for this application Should you have any questions regarding this letter or the project in general,please do not hesitate to contact this office. Thank you for your prompt attention to this matter. ti submitted, es lker nner JLW: jlw Enclosures Copy: Isabel Sousa, Dowbuilt PROVIDING ENVIRONMENTAL PLANNING,DESIGN & REGULATORY PERMITTING SERVICES OFFICE LOCATION: � � " AIMUNADDRESS: P.O. Box 1179 Town Hall Annex �A 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 u LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 15, 2021 Re: LWRP Coastal Consistency Review for DOMELUCA II, LLC SCTM# 1000-23-1-2.10. Inter-Science Research Associates, Inc. on behalf of DOMELUCA II, LLC requests a Wetland Permit to demolish existing tarn and sheds; construct new single family residence with an overall footprint of 2.6'9"x63"0"; a9"9Y2"°x63"6" terrace including approximately 18'0'"x36'0'" interior space; a second 26"91224"2" terrace running east; a 25'6"x19"0" terrace including approximately 16'0"x20"0" interior space running south from the main single family dwelling, proposed 18°2"x82"0" swimming pool, and the proposed driveway does extend into the 100 foot setback; the proposed driveway is, however, located within the footprint of the existing driveway. Located: 14895 Route 25, East Marion. SCTM# 1000-23-1-2.10. 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 Policy Standards and therefore is CONSISTENT with the LWRP. The following is reocmmended to further policy 6. 1. Require the installation of a I/A OWTS. 2. Require that the plans show the perpetual non-disturbance buffer in Wetlands Permit 9260. 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: Damon Hagan, Assistant Town Attorney