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Home My WebLink AboutTR-10691 Glenn Goldsmith, President ®_�\� S® Town Hall Annex ��e�®� 54375 Route 25 A. Nicholas Krupski,Vice President s` ® P.O. Box 1179 Eric Sepenoski 98 Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UNI�,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction '/2 constructed When project complete, call for compliance inspection; Glenn Goldsmith, President ®F S®!/p Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ®�® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly co Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UNTV,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 26, 2024 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: ADF VENTURES, LLC 1775 POINT PLEASANT ROAD, MATTITUCK SCTM# 1000-114-1-6 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 18, 2024 regarding the above matter: WHEREAS, En-Consultants on behalf of ADF VENTURES, 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 November 19, 2024, 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 December 18, 2024, 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, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the proposal 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 ADF VENTURES, LLC to demolish existing two-story dwelling with attached deck and remove existing septic system; conduct construction activity within 100 feet from the top of bank in order to construct a two- story, single-family dwelling with attached garage, porches, patios, outdoor kitchen, I/A OWTS sanitary system, and driveway, all to be located more than 100' from top of bank; construct a 20'x40' swimming pool and 1,346sq.ft. grade-level masonry pool patio; install 4' high pool enclosure fencing, pool equipment, and a pool drywell; install stormwater drainage system; plant ten (10) native hardwood trees with a minimum 3 caliper within 100 from top of bank; and to establish and perpetually maintain a 20' wide vegetated non-turf buffer along the landward edge of the top of bank; with the condition to establish and perpetually maintain a non-disturbance buffer seaward from the top of bank; all as depicted on the site plan prepared by Metes and Bounds Surveying, received on December 20, 2024, and stamped approved on December 23, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very t my yours, &�-. I L `to, 4_1;1_ Glenn Goldsmith President, Board of Trustees TERMS AND CONDITIONS The Permittee ADF Ventures, LLC, 1775 Point Pleasant Road Mattituck New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Pennittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the.completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. APPROVED ED BY I 6' BOARD OF i RUSTEES s TREE REPLACEMENT NOTE TOWN OF SOUTHOLD (5)mature hardwood trees removed from within 100 ft of top of bank v W / ere to o s plants 1 i with(10)native / / / A.. DATE hardwoods planted within 100ft of �`rj I � VO�Q // n� nilb (' �� top of bank. Q I /ti��/ / x ''Qy� /// �� / _v. / FEND O� / / _ LOT 1 ocabtieez, TSt pP� �jS �°�Pe ��^ s��// +\ _ Rev AX �a x— y I x1 s / / site YjO,rkDff �� / ND PIPE/ i/' '�pE•72S ?>�% LAG 1�=0 FOU 0 ' o 5P O 1N$t OOFR�B,5E2 Sj\0 A°'D"x�E EE GORFE S6SA SEM� j `'\ 1�`V11♦aO�UU�e��>'t .��'� ?\?\g1�4'�\ 1�B\D` &\�E��/O�N C\E\\' �\\ -\��\\\ jII'\\i'\\ I\/\/\\\\ \rap \\(1\e II/�i — v.D•�pU Dx/B P/S zU I}I p q xo o�v P=4/Prt��p/°�°/0`°2'J�/4 e?O t WR � CN29 g fog 0x9� % FLAG 2 � S61'1g' 5 p„ 0 S A,)30,0p, a7e51 PROPOSED osed7 �S \ LOT, roPecDryo"I pjPPIImitinl,\sN\\ M fen 7 � Y Io FE. 2125 �X�xi \ 1 u 0,'EtBP�K� \ O p o0P• 1 \\ \\ \\ limits Qf cl e n 6 \ x-M 2ti N \ `O 2 c�t 5, utP. /\ \ I \ i \ _ G k� Proposed p0 EO \ \ \ \ \ grading \ \ +/- / �� X� 1 •°-` Gravel u' DR�q`ioU \'o.// \\ \ \\ \ 30'OpOsf) \ \ \ x I / FLAG 3 �w Driveway,- \ Proposed B'd,ox \l ,".r� ' _ �• "' _ cellar stair I 1 \ \ \ o EL.26.5 e� Proposed \ \ \ Pwveeed 48"tall pool 1, \ \\ \ \ \ Q �\f°a •Proposed Y patio/ compliant r/"VI7* t o f - fen AC AC \ \ \ \A rox 23,490 f'G Gravel. 170. Ij PP �, I I ISly N ip Q f Driveway I L EX.p�� 0' r- / -` --., ---- \\ Z g\ y t / 1 \ Na rail vegetated area I [� y` ,- ro osed'346 of r51' _ Bea and oft p of batik EL 6.5 Proposed I p - I--�- °o v\ I i rade level o remalry as Q e YI Garage I I ` gmasonry TO PATIO i 20' \ l'' t$ d X N PROP SED b c> aFa•zes I �++ \ non-d turban a butt r _ 8 di.zs'tau \ Q/ I I I 30.0 Pool patio Q ST o\o G (allowing for 321 ft wide I xl ny (f�,, 1r� GG�� a D e18 pa I FRAMHOUSE O Y. - Iacdasa pa�h)�d L � L� - p 20 }o be ra SSE , HOUSE Z ,. I I I I x'Iz'S I E g ! 'R°°0 o I / J I moved o I I I I I I I I I p \Owq / x28.5 / Proposed PROP. - 52' I -- o IApprox.3,563 Iflewn l�•'f i TWO-Story �n POJL TO POOL- a a • � /?, e $q I Proposed _ / Framery - Proposed d SLAI.E\wA "'i c I �o/,m /area to be resto ed and Waik p o EL.25.5 / maintained as 20 ft M Lf .•' [(� (1 , p Building el.28.0 Propose? i a �� / 7 a /wide vegetated non-tur(I \ \ I I FLOG 4 D[_C U ��(I. 4f ~l "�I / w FFE a 28.5 outdoor ..,u� i- i j / / / buffe✓ / I 1 I I y M x 28.8 5 bedrooms %' kitchen x W I CD ' -�-- --4 WOOD DECK --_116' Proposed BFE=17.5 O / I covered /-" Pro oseh 'To PP / ' L�1 � Southold Town 2 /�' / % e z6ho W I 252 . covered /. x— —x—� - �H usE / Q h'`1 0 / I patio' - PROPOSED 37.D' / / I/A SEPTIC ❑❑ L \ / Board of Trustees % �O 28.2. // {?-----_1000I el.28.0 b e dla..e'ty� ql / /� �� , / I x. 1� �--- f or uipz / I >`� / �'' I WOOD CK IAJ ,� / I I PROPOSED 1 A/C �G_q� / �I i� //184' L// l I I I -I DO � O / 266 �. i. { �--- I ---�I— =B =REMOV —/PTO SEPTCyI O e 1 r ESIGNED BY, o ` 2 x Do l-.` - \= TUDIO AB i° ' - nl __ V�i' \mil- / 73, �,/ / / `��'! 3'pq H I I�/z� / •PILE \ -,) - ARCHITECTS "lI' --� / I , x • N �O�X- -- / 1` I _ �Ii SzL4 I� PILE _ - y'-- i r \\ \\ --- =T�II11ROPOSFg� //' -i l' SEPTIC 217.88'--r--- ' ,L-- / -�.- +--'�I •PILE 15' SETBAC 'W ( -I 8'ROPO and i f-_--- to pier lin#/, ,27.6 98.49' ( 0rY"'ell p3 ,/ / 107.50' 130.51'/ / I 2 / x` FOUND CONC. MON. FOUND \ \ FOUND FOUND FLAG 5 / •� 25.B 0.2'S. 0.5'E. \ CONCC. MON. CONC. MO � CONC. MON.°/ oo �' I ^' ,H Co roI EXISTING CCSSPOOLN •' / SURVEY OF / f DRIVEWAY N 73 47 30 W \ / (DEED) TO BE DHS STD AS j 371 .83' e > » PER E REM STANDARDS AY BELGIAN \ / L 0 T 17 r ''` FLAG s LOTS 15 & 16 / BLOCK CURBS & Richard Braunstein MAP OF --�— — N 73e47'30" W �'/ \�\ %/ (TAX MAP) Amy 420 /,-- W ; �o �� POINT PLEASANT 3 \\ ,� \ % ^' FILE No. 720 FILED MAY 17, 1916 FLAG 7 SI T UA TE 0 o o / \ Y 2 �e: o� / \\ / \\ ALL GUTTERS&LEADERS MATTITUCK R �a 00 / \\ / \ TO BE PIPED TO DRYWELLS � �2 0o a y ' \ \ SHOWN ON PLANS TOWN OF S O U T H O L D . 41 SUFFOLK COUNTY NEW YORK .a ey � � S.C. TAX No. 1000- 1 14-01 —06 SCALE 1 "=40' i I WATER SERVICE NOTES: JANUARY 22, 2024 Install piping on p-operty,4'-6"deep below finished grade,from the building to the existing vault(tie in at authority's copper tail) J U N E 28, 2024 — ADD PROPOSED SITE PLAN DRIVEWAY WwELL j i Type"K"soft copper 2"diameter pipe JULY 22, 2024 — UPDATE SITE PLAN o I Maintain 1 Oft separation to all other utilties&septic system. JULY 24, 2024 — UPDATE SITE PLAN 41 FF I I AUGUST 21 , 2024 — UPDATE SITE PLAN J `� NLCE R9/L I 1 NOVEMBER 4, 2024 — UPDATE SITE PLAN % Cb DECEMBER 20, 2024 — UPDATE SITE PLAN Solid Cover(Traffic Bear'g) v R=12.00R=12.00' / / Grade L=18.85L=1 B-85' / 4"die. 12"min ewer Pi (TOWN DEFINED BUILDABLE LAND) r Sewer Pipe 24"max itched at -� Traffic Bear'g Dome (TO WETLANDS BOUNDARY) p or flat cover 1/8"per foot ! .as "1 11 minimum ®® ys-0° _,'� 4,000 psi Reinforced 66,440 sf minus 3,930 sf = 62,510 sf Q< Conc.Rings(typ) (TOTAL) (WETLANDS) °o•, ' ®®® '`° `° )1" 3'-0"min.Collar F // rap drpe fabric --- sc x9 e<0 .e / TOTAL LOT AREA = 66,440 s ft. Backfill w/Clean q ?d, / ®® ,� Sand&Gravel (DEED) 1 .525 cc. >rs S v' / ........I_-._a.®® , 4-24"min ®as® 49 0`i 6 tl 6l y. / °o., o ' _ _ __ __ TOTAL LOT AREA = 66,440 sq. ft. Ground Water (TO TIE LINE) 1 .525 cc. Typical Drywell Detail TAX MAP AREA = 73,000 sq. ft. O nc>t to scaler (FILED MAP) 1 .676 cc. O� DRAINAGE SYSTEM CALCULATIONS: HOUSE ROO- AREA: 5,250 sq. ft. 5,250 sq. ft. X 0.17 = 892 cu. ft. 892 cu. ft./ 42.2 = 21 vertical ft. of 8' dia. leaching pool required O PROVIDE (4) 8' dial. X 8' high STORM DRAIN POOLS A� (DRYWELL#1 - #4) IF DRYWELL #5 - for pool (8'dta x 4' tall) • Total Lot Coverage: (landward of wetlands boundary=62,510 so �O (town defined buildable land) Call Before You D;g 20% max. lot coverage allowed 11771 Electdciloo ,thee 62,510 sf x 20% = 12,502 sf(max, allowed total coverage) O� e Ir-___j am cilminu a Steam Commu nkatlon Linea,CAN Potable water LOT COVERAGE CALCULATIONS �j �,,"",-�Rselatmed Watm,Irrigation,Slurry •(•\(,, INos,rhatYtlelOW. M S""no and Drain Llnee buildable land area = 62,510 sf Call Beforeroe dly fir"pwary Survey E�„im Markings EXISTING PROPOSED moo. HOUSE 2,220 SF 3,000 SF J GARAGE 250 SF 1,104 SF o& ;� FRONT PORCH 39 SF 221 SF ti ry,7o DECK 656 SF 0 SF +� REAR PATIO 0 SF 1,006 SF } (covered &uncovered) r POOL 0 SF 800 SF TOTALS 3,165 SF 6,131 SF J 5.1 % 9.8 % QOP !� i ltl, NOTE: LOCATIONS AND V oR/�qy Q�Q RTOR wgy EXISTENCE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. p� a� THIS SURVEY IS SUBJECT TO ANY EASEMENT METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FACTS a WHICH A TITLE SEARCH MIGHT DISCLOSE �, 53 PROBST DRIVE "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S r SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134, SECTION p� 30. 7209, SUBDIVISION 2, OF THE NEW YORK STATE 4) 3 PHONE (516) 972-5812 EDUCATION LAW" pa surve duderheil@ mail.com o y g "Copies from the original of this survey map "p not marked with an original of the land surveyor's inked seal or his embossed seal LOTS: 06 BLOCK: 01 SECTION: 114 DISTRICT: 1000 shall not be considered a valid true copy." N 461. b "Certification indicated hereon signify that - 0, NOTES: MAP OF: this survey was prepared in accordance with TA 30 40 POINT PLEASANT V� p7, the existing Code of Practice for Land Surveys K' 1. FLOOD ZONE INFORMATION TAKEN FROM: adopted by the New York State Association of FLOOD INSURANCE RATE MAP No. 36103CO481 H Professional Land Surveyors. Said ZONE AE: BASE FLOOD ELEVATIONS DETERMINED SITUATED AT: MATTITUCK certifications shall run only to the person ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. TOWN OF SOUTHOLD SUFFOLK .Y. for whom the survey is prepared, and on his oc � CO.,� behalf to the title company, governmental TT e 0,� 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM agency and lending institution.1 A gMehT EXISTING ELEVATIONS ARE SHOWN THUS:xx.x Certifications are not transferable to PROPOSED ELEVATIONS ARE SHOWN THUS: additional institutions or subsequent owners." AT EL.2s.s CERTIFIED V �T EXISTING CONTOUR LINES ARE SHOWN THUS:Xx-————-xx TO JOB NO.: 24-106 F.FL. - FIRST FLOOR FLOOR G.FL. - GARAGE DATE: JANUARY 22, 2024 S D US TEES - OUTHOL' . TR No. 0 (act Issu ed To A�� Ve�i„�re.s , �� Date- I /1 % /14 Address.:- ITT5 , votrNt V\?.QSCVN-r P*%4 , Ra-1TI I ,AOc THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765.1892 Glenn Goldsmith, 4u dent O��g11FFU�,�-OG Town Hall Annex A.Nicholas Krupski,Vice President �� y< 54375 Route 25 0 Eric Sepenoski P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �Ol • �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of ADF VENTURES, LLC requests a Wetland Permit to demolish existing two-story dwelling with attached deck and remove existing septic system; conduct construction activity within 100 feet from the top of bank in order to construct a two-story, single-family dwelling with attached garage, porches, patios, outdoor kitchen, I/A OWTS sanitary system, and driveway, all to be located more than 100' from top of bank; construct a 20'x40' swimming pool and 1,346sq.ft. grade-level masonry pool patio; install 4' high pool enclosure fencing, pool equipment, and a pool drywell; install stormwater drainage system; plant five (5) native hardwood trees within 100' from top of bank; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer along the landward edge of the top of bank. Located: 1775 Point Pleasant Road, Mattituck. SCTM# 1000-114-1-6 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples / 61 g6' • �•„� � � � TREE REPLACEMENT NOTE � � t •-""" -- (5)mature hardwood trees removed I from within 100 ft of top of bank ec t + are to be replaced 1:1 with(5)native / n.. hardwoods planted within 1001t of 1 V✓ P /' // // r� LLL L0 Y 1 J 2_0'2t' top of bank. Q x ^..P -V- LOT 14 lE Tr'-Lst / 0. � s „�-7 to � / 3 P�ry LQ �� Souulo+u town OCa`b �(p,P� / m I Board of Trustees koff RQv SAX /`� ��72s / I f x� Qv�'^� / i / ar FE• O LAG 1 ti /Dtia�e H / FOUND P1pE /i / I 98B M G of EASE E S Vo�OSS &W�ONCE '\ l /' / CONjOg 9 OASOq^ sx �0°0='�� ors e�GtNN1N EGRESS ?�\ e ->N c v.o• x6 z x� o��P pO1N GRESS „ E .moo \ S FOR 1N +30 \ —10'� �\ /�\ \ \ I \ \\ \ \ 1x 3o`�v x FLAG zlz� M `J 61'19'0 30' 7 GSt, " E a.7e \\ 1,.0\ 1 \ J* \ \ 30 00'�.. E ' S Q�°J �0 ?8� 27.5 �p11111111110 PR�OCP.OSED \1 �r\ "�/� T Q�\ 1 7 \ \ \`P posed \\\\� / / nA� ' 2 5 8� `W�Illiu'D yae8 Nil ��J \ / L \ I \ pro)ecf[kiting sllt ` � FE' 2.2'N x' \\ u J�0'� BPC� \ OPROOL 1\\\/T\ \\\\ \\ \ \ \\ \\unit"fcIeao \\\\ ` /// x oJU2X� 1 Proposed p0(�1ggg E EQU\P• j \ \ \ \ U '` Gravel \ Pro o OR• y to DP f) \ \ \ x/ I FLAG 3 o _ 'jw Drlvewa� P aed 9•d+ox \ _ cellar stair h _ �5=, �• EL.26.5 Proposeq 48'oaoa pool ad O ,, G `EL.26. _ I covered p Q O\�„P.o +`Proposed Y patio It compliant / AC A \ \ \ \ \ \ 1 1 I x.6.6 l' Gravel.' " ` 17p 6•I fence ^ C \ ( \ \ \Approx.23,490lit I i / L / 37.0' --1 _!;j, _ \ \ Nat rall ve elated area ((� M O ,�mmn F Driveway 'I EX.P&�-s - '� \ y i h 1 1 ✓AJ ' h N ,>♦1t111111� Q"q' EL 6.5 I 0^DN ropose l 1 346 sf 51' L 'p_p sea and of t p of ba k I I ,,?g, 1��)�� ` s Proposed - -I- \ I rode-level o remal as ? Pq r� Gara e I I ___ gmason TO PATIO a 75•\ '�W \ non-disturban a bufF r I i , I S Q x N PROP SED \ U 9 I i_ 1 masonry ' I GFE•28,5 I „ 3D.D __ pool p STO O\o t; Jallowln for3- I a'm.^9'toll I olio 2 P g Ipftwi e i xl a J r D ell N4 �G r--- i i/ y N I 7FRAME tj 110 Lk 11Y I acdess palh) i - / 4\'; 4 20 to be re E;-;,.�Hausr Z I I X_L5b , `�Ogom h // ' J I / moved';'', o I I I I I I I I I I O M x / Proposed - W %o L:_-; - , - - o 44 i TWO-$t0 \ m �.., R20P. 52' - I < IApprox.12,680 f lawn Proposed / i ry _ Proposed SLAB\ U) '-„q FOOL TO POOL ,00/ir 0 /area to be restoted and I \ \ I I 4/ °to C\/ y LV" % 4tiF SFgy Walk �� Frame patio - tk'A( _ _�,• R I / 7 a m maintalnad asP 15ft Building - e1.28.0- Proposetl `' _ < EL.25.5 / /widev¢getatednon-W \ \ nnn///vvv r[ FLAG 4 FIFE=28.5 outdoor5 bedrooms kuchen� �'I'• i I/ r / / buffed O x _4 WOOD , W LLJ //Proposed BFE=17.5 i -�,-- -'_ -_DECK -- - 116'/�•,_/ / I cpoovrch N /- Proposeii . TO PAP. / // LOP l J 258 covered /, z-e—_ �10USE�r Q el.ze.o w l patio' � � PROPOSED / 37.0' i~ /' % O 2@-2. {)-------1°op)-- e1.28.0 l"..a'tp' PROPOSED I ❑❑❑ t D,;.IIJ2 al , 4, tl A/c ——-/ — -/ / 1 / •"./._. _ I/A SEPTIC P--- 1 _ ('A T(j--I--`�-- 184_ CI C) / 26.6 ° ` - _ ( ESIGNED BY of �nl /' REMOV -� / TO SEPTIC/ I / / I i i ? x .60 _ _ -„/-11 \. TUDIO AB vi / ��- MI / / - i 73• / �,/ `��,! 3•P,�y(J li i� l' PILE ARCHITECTS --- , - TO7X. / _ I _I �4xI,� •PILE , ... - - �,`- \ 15' SETBACK/TI ri �� %I' SEPTIC / / / - `dll PROPOSED '/ �.--- < 7--217.88'---{-- ! .L-- l -�- ` PILE -I----- to plar rod 7----/ I n 27.6 98.49' Drywall pa ,/ ( 107.50' 130.5FOUN1' x` FOUND CONC. MON. CO\CD MON. \ \ \ FOUND FLAG 5 FOUND 0.2'S. 0.5'E. \ T? �? �? CONC. MONO/ �/ b/ ry,(.`ONC. MOON / l/ 1.� �op \\ c°s / A 3 EXISTING CESSPOOLN '� I '� ^ '� / r SURVEY OF TO 3 / PERBSCDHSOVED AS STANDARDS I 371 .83' , LOTS 15 8c 16 BELGIAN 73°47'30" W\\\ � (DEED) DRIVEWAY r BLOCK LOTO FLAG 6 / CURBS --/— — — — N 73°47'30" W �// \\ %/ (TAX MAP) Amy & Richard Braunstein 2�/� ' 420' MAP �I'' /--W \\\ i How POINT PLEASANT ad 2 \\\ ,/ \\ / ^' FILE No. 720 FILED MAY 17, 1916 ' 3 FLAG 7 SITUATE co 2 �„�• o° '� / \ / \ ALL GUTTERS&LEADERS MATTITUCK TO BE PIPED TO DRYWELLS 24 o a SHOWN ON PLANS TOWN OF S 0 U T H 0 L D o / \ SUFFOLK COUNTY, NEW YORK 0ERHEyd R' \ �� S.C. TAX No. 1000- 1 14-01 -06 SCALE 1 "=40' % - i WATER SERVICE NOTES: too. WATER I ► JANUARY 22, 2024 / I I Install piping onproperty,4'-6"deep below finished grade,from the building to the edsting vault(tie in at authority's copper tail) J U N E 28, 2024 — ADD PROPOSED SITE PLAN DRIVE,ygYWELL I i Type"K"soft cmper2"diameter pipe JULY 22, 2024 — UPDATE SITE PLAN o� I Maintain 1 oft separation to all other utilties&septic system. J U LY 24, 2024 — UPDATE SITE PLAN AUGUST 21 , 2024 — UPDATE SITE PLAN NOVEMBER 4, 2024 — UPDATE SITE PLAN �� 56� // / / Solid Cover(Traffic Bearg) v R_12.00R=12.00' / Grade g�T L=1 B.B5L=18.85' / / 4"dia. 12"min SDR-35 24"max (TOWN DEFINED BUILDABLE LAND) Sewer Pipe Traffic Beaeg Dome TO WETLANDS BOUNDARY pitched at or flat cover ( ) va^per foot 66,440 sf minus 3,930 sf = 62,510 sf b• / minimum I as le a °, 1, '$;� -4,000 psi Reinforced > ) '® ¢°a�"�ffa 4; I I Conc.Rings(typ) (TOTAL) (WETLANDS) 00'' Wrap drywell with se®® �_ a=1.o-P o-: r--T-0"min.Collar landscape fabric s=a 6 d 1 Backfill w/Clean TOTAL LOT AREA = 66,440 sq. ft. its• ,� ®as ti Sand&Gravel (DEED) 1 .525 ac. ®®as ord Alf, / I �m m ;s=a o-a cx I-1 d-�•r I I 001, yo // �p24"min. TOTAL LOT AREA = 66,440 sq. ft. / __-_._._.__-_._._._._. Ground Water (TO TIE LINE) 1 .525 a c. Typical Drywell Detail TAX MAP AREA = 73,000 sq. ft. O not to Scala (FILED MAP) 1 .676 ac. O� DRAINAGE SYSTEM CALCULATIONS: HOUSE RCOF AREA: 5,250 sq. ft. 5,250 s1, ft. X 0.17 = 892 cu. ft. 892 cu. ft / 42.2 = 21 vertical ft. of 8' dia, leaching pool required PROVIDE(4) 8' die. X 8' high STORM DRAIN POOLS Lq rF'PODRYWELL#5 - for pool (B'dia x 4' tall) • Total Lot Coverage: (landward of wetlands boundary=62,510 sf) (town defined buildable land) Call Before You Dig20% max. lot coverage allowed �'Electric PwserLlnna 62,510 sf x 20% = 12,502 sf(max. allowed total coverage) L Gas,DK,er Steam ['•7 Communkatbn Ur+n,CATV Potabtew°ter LOT COVERAGE CALCULATIONS Nedakned WSW,tMgartW.slurry - `(•\(j. KnanM.t'.Dflow. ll So-are sad Drain uses buildable land area =62,510 sf �j Call kolas yee dlp �-�Temporary survey Markings - U ProposedExcavatlon P ,I I' EXISTING PROPOSED so 'moo, � HOUSE 2,220 SF 3,000 SF J NOV t`J"` GARAGE 250 SF 1,104 SF 6V �Wn FRONT PORCH 39 SF 221 SF o' o Board of Trustees DECK 656 SF 0 SF �M REAR PATIO 0 SF 1,006 SF (covered &uncovered) POOL 0 SF r 800 SF TOTALS 3,165 SF 6,131 SF ( J 5.1 % 9.8 % it � I °p ,Q RlOR `J NOTE: LOCATIONS AND EXISTENCE OF ANY SUBSURFACE READILY UTILITIES AND/OR V IBLE, ARE N ES O CERTIFIED. ED. NOT S U� 4= 4 00 0P THIS SURVEY IS SUBJECT TO ANY EASEMENT A,� METES AND BOUNDS SURVEYING WHICH CA TITLAND ANY OTHER E SEARCH MIGHTPDISCLOSE FACTS 53 PROBST DRIVE "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S s SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134, SECTION 'C�0 30, PHONE (516) 972-5812 E7209,DUCATION DILVAWION 2, OF THE NEW YORK STATE �3 surveyduderheil@gmail.com "Copies from the original of this survey map R not_ marked with an original of the land surveyor's inked seal or his embossed seal LOTS: 06 BLOCK: 01 SECTION: 114 DISTRICT: 1000 shall not be considered a valid true copy." H 4 "Certification indicated hereon signify that Q0014 NOTES: MAP OF: this survey was prepared in accordance with TnT o, o•' POINT PLEASANT 07. the existing Code of Practice for Land Surveys k' 1. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 H adopted by the New York State Association of S� Professional Land Surveyors. Said ZONE AE: BASE FLOOD ELEVATIONS DETERMINED SITUATED AT: MATTITUCK certifications shall run only to the person T, for whom the survey is prepared, and on his (y- ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the title company,•(� FOG governmental J TT FOP 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM agency and lending institution. v1 A A MFNT EXISTING ELEVATIONS ARE SHOWN THUS:XX.x Certifications are not transferable to PROPOSED ELEVATIONS ARE SHOWN THUS: additional institutions or subsequent owners." Ar, EL.z6.5 CERTIFIED V �T r� EXISTING CONTOUR LINES ARE SHOWN THUS:XX------XX TO JOB NO.: 24-106 CJ F.FL. - FIRST FLOOR FLOOR G.FL. - GA DATE. JANUARY 22, 2024 S E P 2 4 2024 Southold Town Board ofTrustees / dro2�O 64 as ry� �otb � �° y x LOT lA xxe ArborvitGe Green G'nit'10/17 Gvplom/e/rP'YosFrro'14/IH'tzp ArLrorvitx Green G'xnt'15/20 tsp / F � _ - __- ✓ (. < � Agpanifus'Bk,e Neaven'tt2 d a babe deli t _ __ _ _ __ _ ___ __ __ 9� / S / --m-i ; /"�' /11.2 _______ _ _ _ _ ___ __ _ ____ ______ I Dµdn :: _ : _ ____::_---_-:__::_:_: :: — ::-::.._..: :: -----.- - ------------------ Prcpo•'ed -- ------------ -- ---------------- n/ _ P c Slone , \ i p' _ _ __ _ I F-AG 3 B.w.Heritage'12/IC Proposed Prrooee P. 2d Meadwu m x i�c4idrg U I — I -core%h msylymed ° -Alum'lobemosier' _:: -Vey bor�iar,'e,' ! POz� -Leo;mlh,—wIgzf Dmtae2uoy Proposed - / — 3 Peed Two-5tory ti ealae 3H/4T Frarte 28.5 == F Af 4 m Ylagnfn'sculagitid 2/14' -�- s 6 d-o C LOT BFE LU 40 Vi a'nln L"l— 4/5 EIEIJ 4/C � ____.......... ..._.__...._._.___._.._.__ Cone C'n.fi'p Brave'7'col. __-_ _ _ ____ _ Curiuf�ga tSrvrvtle'tt2 - ---- .'--: _ � Ma[teu_eio ztn.8fm,tens ttl --------- -------------._.--- _ - _ _ °PtE • • e ___ _ ___ ____ ______ ______wgi - S2 Pl.E CAC M711 r F`tro LOIC 4-- FLAG 5 � 25.0.5E �'� 6 mVer�s Umgriam 14 0Ilex'Chescpeke'4/5 Pbntaus Exclarlation'p/17 / Rkododert+on PG'4/5' Nyci-m gea Sweet 5urn ,M VbL—'S--r—Fbke'&V 5ahx brbybntd 14/ Ilex'Op=d 14/IH / NeGselb te,6151 n al ar Crepe f'yrlle'Muskogee'12/14' G Wvkng Butterfi,e�AI Nvd'agea 1'me5gM.'tt7 Astflbe Peah Blossom'02 5t—do 7/8'Up Hcw'5hanraCk'410 / B..5en-perV,—36'k3'a" ' PLAN NOTE% Sty—jWo6 o 2'cot The property beyond the at F—1u11 be re✓egilaled with the follmi q plmt m to ok -(I00)Gaylu;,zado b—ta -(200)Myrica pennsylvorica 1, 11 „ Covered Patio � 1 outdoorCovered ered �V�i c h 2 e A 16A'x7'-a' - ---- kitchen f — ,rwlaeslfdugaeor �PD�Dh. M acri n a � 1a'-o•x t rA —---------2-w dWaI16-eor--------- - Raised 20•-0•x Architect ® � � Patio T ;i---L Master 971.MaIn Street Stony Brook NY 11790 Bedrm.#1 zo'x3e ❑ ,S-0'xta'.8' Met-shown (��®7�_ ; t t0'-0'ce8ag height I��I-1-�®® �_ p I I Phone. 831 898�6595 za w� wf' x® - _ I I Iv—I_ � �,� e,® � Y{ I email. MMacrina@MMachitectAlAwm { -� , web. MMArchltectAUlcom mrsa grns ae k,•wma„or.«.i.•a,a ore pl.. oropMy of ue t.1—t. I^rr a•mrnt. r m•°a�acDts m,e ogee^locos NlNael YecrN°lvNltacl.D�,tD rlfnte raserwe. 16 wide s door 8dln ; � r le I cebi ets g —_ Dat.or uc Dlons moy oc rrnroacea.tmout b I ins e+wrssed.rmrn coaxm er ue arNllect. ❑ ❑ g 1ck�o sae 1 Living Rm. lase ® I Drawin Status: 20"0, 1,"x ,w Eoors ❑ °° ---j i� '� ❑ 7mghaight ® Ipreliminary �°aehtl t� 93 ® , I not for N — nBp aye `o. -- rF_, j r I} ��Am -- - I construction El {i I ;I m °CJ i: Den 1u 'dOSer Kitchen i i ,5•-a•x,TA — '_I I I I-� - -; ,9'-0•x,6•-0' 1 ❑ - I ❑ gldoore 10'-0'celGng height i Dates: a I II -? I I I seal Master display ; 52124 Preliminary Design I w Bathrm.#1 rrer •° °ye^ ------------- ------- - a2724 Preliminary Design -t ,�:'... ,3'-0•x1f 72924 Rotate House on Lot N Walk-In Walk-In uoset i,�1 I I' i Hall T 1-1 I-I Closet Pan 1 i ij Lr r I 10W'xT-0' , I i iP00I-1" ; _______—balcony above___________ Bathrm.^I--1- I W H HVAC 1-..-.r_ f- return -� --- Mudrm.CLl 0 closet f III i 1$ill,:- 8*4`x W-Y �- ------ a I No. Dale Description r f fill _ A Project: Foyer 1�I� NN 1��-L{I- \1� Q 1, 15'A`x2,'A• _+ i 4f1-:L-. -0 Proposed g { Yi LaundryRm.', 1 a� + rrlr F o nto i - �9'-0'x11'A• study „ \\ ' Residence � h- silk 1S-0`x,3'-0' ` 1 l •d H I mVing t l F �.... blpoer L ac For A- Powder -?Room C Fred & S H1 TA•- landhg u� I_, _ }L' 'rA\J �i� q •j1 _ I Donna Fragola 1 -- — — Covered —— �� I 1775 Point Pleasant Road _ Porch _ 1 031286 � I Mattituck,NY 11952 3F6 x8'0` -+ n Judsdicgon oF� -----�—�- - - - 7--- --- -------- I Town of Southold 1 lt 1 Gara a step I Suffolk County I E I Vpp�/� E step II t Data: I omwnBy: 11 `O First Floor-3.005 sf M'A'M' IIIJJJ S E P 2 4 2024 ` Second Floor='1.956 sf I Chad d By: Total Area Above Grade=4.961 sf I M.A.M. 1 Garage= 1.098 sf Job No. 2412 Southold Town 1 29-t Proposed First Floor Plan R.—Patio=1,003sf I Sheet Title: Board ofTntsteeS 114^= 1-O^ Front Porch=zzo of First Floor Plan 10•A•widax,2'A•,agg raga dom pelan north GFA max allowed-6.422 sf _ Proposed GFA=6.289 of(conforms) I - 1Y-0' e x W.O'tall garage door 30'-0' I Sheet Number: Sp• _�6� I A-1 _=tbi 1 --------------------------------------------------- _ I I� II !I ----------------------------------------- ft L ----------------- ------ - ------ -- --- --------- -- ,I 1 Macrina F�--------------- ---- ------------- --1 i .I I I Ij----------------- — ------------- ---II II ;I I !I I I Rooft]eck — I !! ! rc~ to ct ! !! 15-0-x 5-0'-- !i ;! ! 97 L Maln Sheet Stony Brook NY 11790 !; 12'wide eliding door i! !i phone. 631 686-6585 entail MMaorina@MMAmhitectAlA.com t 1; web. MMArchltectAlA.com Bedrm.#2 ! Thee,pl..p e en aewment e,eerie >e I 18'-0•%18'-0• I I the Vd.."property V the architect. lrN I' In to ar mi,concept,antl 4eNan IG¢ae Dreecntee on thee,trawmya,hop lro proaecute0 lYacreha MtMt 04. 'hitact.P�a�rl�gqhhU19 m2MtherveZ4,I' part al Ue plane m�yahe reprod d o d lr—I y I I r �I I!_; !; Ua eapresaM wrlttrn c enl I Ue archilxf. j! toL—ll j I Bedrm.#3 I 16'-0•x,5'•8• i; Drawing Status: preliminary '�,I• JL Li II !r! 'BIath-rIm{.I#1 2 L�{II;I! Loft ® bed s own ' not for' 78'-0:17L____________________ l r____________________ _________ construct ion Dates: 521/24 Preliminary Design I ' . I Walk-In 612724 Preliminary Design Closet Bathrm. 3 r'- i! 72924 Rotate House on Lot ----- 11'-0'x8'-6' !i ' seat linen — �I! ! 11 till Balcony closet , L ! II " II II II ; t i i i i i We Mn "----_ 1 I I 1 I I ; �`----------------- �`-----------------------------------------------------�I Close No. Date Dewrlptlon IF I , ProJed r=====____-_ attic Proposed upon W ! �I�L r1 ' Residence I I Iathrm.#4 I; I I li t 6'-0 x,0-0;- Bedrm.#4 , -0•x 15.-0. ! For 6' 1, '; --- -------- Fred & !! Donna IL �5 Fragola Fr ig !! !! !! SP 2 1775 Point Pleasant Road ; t 1 ft� I! !! !! V ;- �' Mattituck,NY 11952 1 'I 1 1 'I � •9'"�� • II i i; i i i i `• Jurisdidon: . LI�ESI U I 1 I Town of Southold ZB6 �o Suffolk County I I I !; !! Southold Town I I i MA By: !1 Bwrd(if Trustees !! !! MA By: Chxked By: Proposed Second Floor Plan M.A.M. JPb No. ® 2412 II II plan north Sheet Thle: I1 �I !! Second II !L------------------------------------- I! Floor Plan `------------------------------------1 11 'I II ' II !! !! Sheet Number: A=2 74/ max_ building ht _— ht—� —__ '"- r _ �� Michael � ' — Macrina /ell r \q Arch itect 97 L Maln Street Stony Brook NY 11790 ( \;�. phone, 631 686.6585 email. MMacrina@MMArchitectAlA.com /' I 'fT•-- web. MMArchttecWA.cont '` f4 •�I--T _1(r� •�� rhos pima me en Inewment of service and me ' i f i,��T• \ the vtlusln paropaoy of the architect. r1�I.}L�'�'�} InhNgemenle 1 th concepts are&,Ir Ideas Wexnled m Nees dro.ings ahaA be to C prasttvtee ,Ly� ' .LI— V� l 1' —-• ---- the fulleel e.lm!of the rat. o 1 hl 2a24: .oath N teet.P.M Iphte ree e, 1 'I I r rj't II tr•...7-�..� 'I'ft`i'• [� p.ft eef tha ail Lr I �Lr �i1, 7 nee e.11� lrfue hil.e 'Yy�,�I pws mar Da wroaaad Imwt `\ en o 0 —I'1 ,�J r�r'•� 'r''=t' I rf� i '--�, IT, .i Drawbig slaws: h�fT :rrrl `�''r iT4 t'ti; T Ir,l j1 1' Y \ preliminary LCL '�' [�I� 1J�,-,,I,��.�•ry � � ��t'>i-'rl',i.�:,��i�r r'1.' , r��'I. __ �=de II ..t , ,rrtNil „- ,III �i- I• I�fil lly li -- ---- not for �1-.1F � t l "- ��® ■�E�i■ ii�i�► construction .�-` ' �I i 1rA, TT r.I ,' rr I-�"'�. 1•,J IJ' r'r 'r', � � n`� �••:I (�^'.• I t , ll' I' 4 �1� �I' ! t � 'j t r I i'1'•T it f 1 - 'T I'I 'T Dates: 52124 Preliminary Design iw -- [_fir I'i' rr'rr�'' �jr. 7 L. [ T L�rl r(1T7 f r1 1 C"7 1 �� li�(� � 11 M•r�� r tITS ' 627/24 Preliminary Design 7 I 1' I 1 1L I I L 1 72924 Rotate House on Lot �, i�--t'�`'�-r ,, I I i I �'• r`1'r 1 © ,��i, _CI f� ?�� -'iJl-r.'.u.�.� 1- - -' --" _- -. __j, nrsc floor ter.ze.$) Proposed Front Elevation 1/4••= 1•—O^ A No. Description �✓� 77 a: E C �,� P �� Ae� Proposed Residence S E P 2 4 2024 - For 031286 y0� soutilutt,,own oj=N Fred & Board of Trustees Donna Fragola 1775 Point Pleasant Road Mattituck,NY 11952 Jurisdiction: Town of Southold Ll Suffolk County Drrewn By: second floor MA.M. Checked By: M.0.M. IIIr--''��'yIII Job No. W ® 2412 Sheet Title •I Elevations - Front __ frst600rie1.26S, - Right Sheet Number: Proposed Right Elevation A=3 r_ Michael Macrina Architect 97 L Mein Street Stony Brook NY 11790 phone. 631 686-6585 I tmt I email. MMaarina®MMArohltactALlcom web. MMArchlteetAlAcom These p1m,are an F--t of a Aoo and pro Ne aaduain p T"'of Ue prNh— InfrNgemdnla o/the concepts and do. 1— presenled on Neaa tlrawinga Moll bo,?mewled to M.(.Iasi extent of Ue -.1 Copright 2024: -- ---- MIMmI M—b.Zoi,..t.pp.All aphis roconed. port of Ue alma mp..... reproduced ulU (1/�L�J Ue eaproasetl writtennl 1 Ue or<M1ilect. T Drmirg Status: Li EB �i preliminary -- -�=rwn= not for -- ---- construction F FF Dates: [E 50124 Preliminary Design 612724 Preliminary Design 712924 Rotate House on Lot -- —fast boo__ek.2&5) Proposed Rear Elevation C� No. Date Description U ARe Project: C, Proposed Residence * For N 312$6 0� rp--- E � EIVE ��;� Fred & I I a ola Donna S E P 2 4 2024 1775 Point Pleasant Road Mattituck,NY 11952 SpAhddTown -- ---- On-defThidees Jurisdiction: ® ® Town of Southold Suffolk County Danes By: MAM. Checked By: 6e�nd flpo� -- - MAM. -- ---- Job No. 2412 Sheet Title Ej Li Ij Elevations - Rear - Left —— —first boor el.26.5) _—————_ Sheet Number: Proposed Left Elevation A=4 1/".= 1._p.. ABBREVIATIONS AND ktEOtP RISER DIAGRAMSHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, e2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN ACO ALKALINE COPPER QUATERNARY IN INCH d)(ES) SAS SNDATIENUAT TIMBER IXJ BLANKET PRE-ENGINEERED WOOD CONSTRUCTION AND/OR ACT ACOUSTICALTILE NT NTERIOR SEC SECTION C-1 Code Data CONSTRUCTION IN RESIDENTIAL STRUCTURES •ENERGY CONSERVATION:2020 RCNYS Floor Level Existing Prapowal Total AL ALUMINUM INV INVERT S.F. SQUARE FEET pn aaadanm xM,Tme la NYtYfRPURr1s6s) •STRUCTURAL B LATERAL DESIGN RCNYS ALT ALTERNATE JT JOINT SIM SIMILAR Building Data I 70:NER FaedrwU -PLUMBING:2020 RCNYS SmirVesi 141 R AFF ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER(HEAD) °R• Scope of Work OWNER OF PROPERTY:Red and Dome Frepela ASP ABOVE UM SADDLE LAV LAVATORY so SQUARE M i c h a e l A.S. ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER SS STAINLESS STEEL Lot Description 9UBJECi P0.0PERTY(ADDRESS ANDTA%MAP NUMBER): •ELECTRICAL:2017 NEC,NFPA 70.2017&2020 RCNYS 2 A.P.B. ANTHONY POWER BEAM L. LINEN CLOSET STC SOUNDTRANSMLSSION CONTROL Ilia Pohl Pbawm Road lNlmuek NY 11952 m Fist Floor Leval 3,018 sq.R S B.C. BRICKCOURSE(S) LC.C. LEAD COATED COPPER STD STANDARD Vicinity Map SCTM#1000.11a-01.0a eMECHANICAL:2020 RCNYS a BD BOARD MAX MAXIMUM STL STEEL •TOWN OF SOUTHOLD ZONING CODE M C rl n a BOT BOTTOM MIN MINIMUM SD SMOKE DETECTOR PLEASETAKE NOTICETHATTHE(CHECKALLTHAT APPLY): Second Floor Level 1,84/sgft BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB (a`_1 BulldingCodeMinimumStandards a NawRe°Benmiseaab'a Architect BOTTOM OF WALL MRB MARBLE TEL TELEPHONE A B.W. ❑ Addalonm EaMing RasMoNW Structure USE:Single Family Detached Residential Torok 5,104 eq.ft CBB CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICKNESS) rj CL CLOSET MTL METAL T.O.S. TOP OF SLAB ❑ Ratublemmnm Exbting Reelderitial Stmdhae CONSTRUCTION:Wood Frame Platform(un-sprinklered) Q 97 L Males Street Smny Brook NY 11780 CLG CEILING MFR. MANUFACTURER TP. TOILETPAPER G-2 Insulation Schedule/Details TO BE CONSTRUCTEDOR PERFORMEDAT THE SUBJECT CLR CLEAR(ANCE) WA NOTAPPLICABLE TPF TEXTURED PAINT FINISH Energy Conservation Notes PROPERTY REFERENCE ABOVE WILL UnUZE O Garage 1,068 eq.R COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT (ly (aheek each applicable line); ENERGY CODE COMPLIANCE METHOD U. Covered Pat o#1 238 eq.R phone. 631 688E5B5 CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST ❑ TnaeType Combudmnn1l, email. MMaalna@MMAtchftec%b6.00m CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN These plans have been prepared as per section o web. MMArchltec0JA.cmn Window/Door El Pre-Erplmared Wood ConamKRen(Pwi N1102.1.5-Total LIAAlternative Path b CovaredPatio#2 4e9eq.fL GMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEV1SION G_3 y = Thw qms Oro an H.erummt m aaNa and are CT CERAMIC TILE OC ON CENTER(S) TYP TYPICAL ❑ TlmborConebuction(M) utilizing REScheck-Web Software 4 ua udv.rm proPety or uw manure. Cs CORRIDOR SUPPLY OCC. OCCUPANTS) TEMP TEMPERED Plumbing Riser Diagram (see attached REScheck Calculations) a Covered Patio 03 129 sgJL Imm�gan-ta of ue emcwm ma aaNgn raeaa C.J. CEILING JOIST OH OVERHANG TECO JOIST HANGER IN THE FOLLOWING LOCATION(S)(CHECKAPPUCABLE UNE): @ pnapet d an thaw dra.mge and.as prnameM CANT CANTILEVER PART. PARTITION T.W. TOP OF WALL Interior Details ❑ Floor Framing,Incmding Girders and same(F) Contractor to coordinate and schedule all required M m the Npast ntmt of ma ia•.CmAtdd 2024: CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U.O.N. UNLESS OTHERWISE NOTED Inspections with third testing agency. Uncovered Patio 421 eq.fL Misaa Momha watt.t,pc An r�anta rwm.a, party port of the qms ma. Try vdreed Mlnmt CMD ❑ Roo/Framing(R) -AIr well Inspectian(R required) ma eprsawd-ium ern l of Ina manecL D(A DIAMETER P.L. PROPERTY LINE YB VINYL BASE S Rear Pruning am Roof Fmmbq(FR) -Insulation lnepeodon Roof De 75 eq.R. DIM DIMENSION P. PRESSURE TREATED VCJ VERTICAL CONTROL JOINT FLOOR PLANS -HVAC DR DOOR PT-EGS PAINT,EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE A SIGNATURE: DATE: -Brower dust lean G.F.A.CALCULATIONS Drawing Seems: DTL DETAIL PT-FL PAINT,FLAT SHEEN WF VERIFY IN FIELD A2,1 Lower Level Plan DWG DRAWING PT-SG PAINT,SEMI-GLASS SHEEN VWC VINYL WALL COVERING PRINT NONE:Mkdaol Mecdne Arctdmd,pe - First Floor Plan CAPACITY(Check0m):❑ 0w O OMere RopreaerRauve ON. DOWN PKi POCKET WC WATER CLOSET 2.2 Lot area=(Town defined buildable land) Climatic&Geographic Design Criteria:Tells R3013(1) D.F.U, DRAINAGE FIXTURE UNITE P.S. PEDESTAL SINK WD WOOD A2.3 Second Floor Plan a.DLAMETER =62,510:5, EA' EACH OT QUARRY TILE WR WATER RESISTANT A2.4 �- -� Ground Smw Load: 20 Pd Sect.280-207(e)=5,100 s.f.plus 5%In excess of 40,000 s.f. EL ELEVATION RAD RADIUS ZR 20NING RESOLUTION Patio Plan I speed: 130 mph ultimate wind speed 62,510-40,000 =22,510 s.f.x 5%=1,126 s.f. Issued for EO EQUAL REQ'D REQUIRED (128mphectualesper ASCE7.16) EX EXISTING REV REVISION(S),REVISED 5,100 s.f.+1,126 s.f.=6,226 s.f.(max G.F.A.allowed) EXH EXHAUST ----a STRUCTURALPLANS acFtecmesm R-a E-ne ,cm Topographic Effects: No EXT EXTERIOR R• P^" ^•r o Wind Exposure Cetegary B Proposed=First Floor a:3.022 s.f. Construction EF EXHAUSTFAN �'-- R.C.N.Y.S. DE CODE OF A3.0 Foundation Plan „ Second Floor=1,941 s.}. EW EGRESSWINDOW SATE A3.1 Selamla Design Category. B FAI FRESH AIR INTAKE F RAFTE Patio Foundation Plan Clg.over 15 ft.=160 s.f. Epeeist Wind Raglan No FC. FIRE CODE R/R RE PLACE Attached Garage=1,066 s.f. FD FLOOR DRAIN A3.2 First Floor Structural Plan WmI Daum DabdeZam Yea Total Proposed G.F.A.=6.191 s.f.<6,226(conforms) FIN FINISH(ED) A3.3 Second Floor Structural Plan E FLR FLOORING) Weathering: Severe FPSC FlREPROOF SELFLL LNG rn ®° R A3.4 Roof Framing Plan s.m FredU.Depth: 36inchea Detect: FT FOOTLRJOIS(FEE) �D Braced Wall Plans ti/JD24 Bid Sal F.J. FLOOR JOIST $ � � P• � A3.5 Termite: Moderate mHeaW � AREA DIAGRAM/CLASSIFICATION FTG. FOOTING /1 g?324 Issued for Construction GA GAGE,GAUGE a' f V M rA\� �/ `� A3.6 Strapping Details Writer Design Temperature 11'F GALV GALVANIZED �a //,v�,� �' Nailing Schedule Ice Bomar Underlayment Required Yea forVaRey's 6 Eave Perimeters GFl GROUND FAULT IMFR 0• �e,7 Y sed GL GLASS C 0 g •� earl.• STROKE Flood Herons• WA P .t d,. Framing Details GWB GYPSUM WALL BOA] bdcaenemhmaaan Atr Freezing Index 618 Proposed GYP.80.GYPSUM BOARD fV Utility Protection Detail a;mdandme can.,stair 'GP' GEORGIA-PACIFIC 23 s�ae,mdeaedm DESIGNATION FOR STRUCTURAL Mean Annual Temp. S21'F iV A3,] Foundation Wall Detailsda•�nS COMPONENTS THAT ARE OF HC HOLLOW(:ORE � TRUSS TYPE CONSTRUCTION Component and Cladding Loads:Table R301.2(2) How HARDWARE '1� HM HOLLOW METAL .l2a6 O .P, m°Oflp y„Rp�a.gyp"' V°�NO �^ ZONE4 18.2 -19.0 J WndowPro eWdall HOR HORIZONTAL 1 e,\� ELEVATIONS •e re posedHP HIGH POINT Front Elevation BUILDIN .. ZONES 18.2 •24.0 A HR HOUR(S col A4.1 ° ' 01 q. le Proposed \® ZONE1 16.7 -18.0 WHT HEIGHT EXI0fI0r SpeCIflCati0n5 SiPNC:JiDs N0w0Es ,� U No. Date Deecrlpdan HD HEAD IF THIS STRUCTURE UTIUZES TRUSS TYPE CONSTRUCTION, a soli ZONE2 16.7 .21.0Protect. HVAC AIR CONA'ENTMTWGI A4.2 Right Side Elevation PRE-ENGINEERED WOOD CONSTRUCTION AND)ORTIMBER CONSTRUCTION, d ZONE3 16.7 -21.0 A➢ICONDRIONWG THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED A4,3 Rear Elevation TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR "' ZONE 1 105 .1a0 Proposed MATERIA Left PAR71265.IFNOELECTRICMETERISATTACHEDTOTHEHOUSE,CONTACT `0 9 A4.4 THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER K w ZONE2 10.5 29.0 Residence �\ ZONE3 10.5 -43A LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. _i Proposed Propasad Proposed tdoor SECTIONS ZONE 10.0 -1s.o cawsrea u�werea Outdoor ® BRICK VENEER EARTH :r Pen°#3 Patio Kitchen A5.1 Building Section A CALL BEFORE YOU DIG a ZONE2 10.0 .3a.D ( ) (°2, R) -CONCRETE MASONRY UNIT INSULATION(THERMAL) a ZONE3 1G0 -46.0 For STEEL 'PVC'or COMPOSITE MATERIAL A5.2 Building Section B,C g Proposed Pro sad ® � GaII B�.f®relY®(J �ig f V Zone Diagrams'. _ Cenar Stair - Cw rat Fred & ® ROUGH WOOD RIGID INSULATION Building Section D,E,F ! - ',• _ Pe6a#z A5.3 _-peels•Pohmr linos y (ass sq.eL) CONCRETE FINISH Exterior ®�6v,014orstP;ni -- A a Proposed - S . Cem r wka0pn Unea CATY Q Widow Wen 3079 > Donna PLYWOOD " + GYPSUM BOARD .=:PtimbloWnter _. '-,Reclalmod water.Irrt):MIoa,Slurry L VJ iwR Fragola ,_:Sewer;and Dnln Unes Gwaahnls ®��°r LL xdae,.nar;below.- J' Proposed Proposed 1775 Point Pleasant Road �Tompmary 5tuvcy Markin¢ Edge 'tx! Perimeter •yy/ CellDelereywm/ Zone v k Zone ° N Large Covered - Q PmposedExcawatlon (1,6BBeq.it) Pat.#1 Mattituck,NY 11952 SYMBOLS _ --- -- µ T ~l MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS:Table R3DI5 (O 5i fL) HVAC ZONE CHART VICINITY MAP USE UVELOAD DEAD LOAD Judsafl mn: NEW FRAMED WALL 2 detal - - Exterlor Balconies and decks 40 psf 10 psi Town of Southold DR rbar etegl z DETAIL ZONE# Air Handler Location ROOMS INCLUDED IN ZONE Fire Eecapea 40 paf 10 par EXISTING FRAMED WALL "act Propaaea Suffolk County _ Paeeanger Vehicle C°r°gae 50 Pat as per plan Ro(R�T L&M zone 01 Cellar Sednn.#1,Bathnn.#1, -y min0ar UnhabRable ATTICS without Storage 10 Pat 10 per ` FRAMED TIMBERSTAAND WALL W.I.C.(see Manual J,D,S) - Propusad Unhabltable ATTICS with Storage 20 Pat 10 paf j Drawn By: lJ,/'�'�.-�rJ,) REVISION CLOUD Habitable ATTICS and ATTICS 1, aq'"• M.D. p 1� DOOR 1.../�-+✓ zone#2 Cellar Remaining First Floor Level a 30 pat 15 pet 0 awed with fkad statue 0 Chedred e/• (see Manual J,D,S) ROOMS other than leaping rooms 40 STRUCTURAL BEAM Pet 15 pe/ ® WINDOW - Sleeping Rooms 30 Pat 15 Pat C Attica 2tt WINDOW/EXT'.DOOR NUMBER -D JOISTS/RAFTERS zone#3 Attic Entire Second Floor ";`';'1 - = �•' stab• 4o par to par $ Job- t (see Manual J,D,S) coarse and Handrail. zoo (see schedule) -7 Pat lateral N 2412 mnBaemn 0 REVISION NUMBER \ a L-.. umber h)1H j9.a Guard In-fill components 50 psf Coiling11 SheetTltle: #oorlear, INTERIOR DOOR NUMBER g ?.,peiM d )� SMOKE DETECTOR zone#4 Gars a •� M) ROOFS 30 pee 15 psf 4¢ .a door (see interior drawings) 12a-horizontal ROOF PITCH ALLOWABLE DEFLECTION:rebmR3o1.7 Cover Sheet to y number ®61-vertical " '";, a ' f'` Structural Member Allowable Deflection SCOPE OF WORK - Legend ��tlllll ABOVE/BELOW/HIDDEN LOT DESCRIPTION � f ReRere homing dopea greater than 3/12.ith na L/180 - ROOM NUMBER ----- finished caging attached to rafters. Demolition ofe>aslinghouseendgarege -Project Data L (see schedule) LOT#15 and#18 c t "•J Proposed two sto residence with unfinished eager dmrkwl CENTERLINE Interior Walla and Patiltane H/legstory ELEVATION MARKER -•••-•••-••- DRAFTSTOPPING SUBDIVISION MAP OF T.. Floors and Plastered callings L/360 Proposed covered patio -Scop e of Work Point Pleasant _i ♦� -• .- All other Structural Members L/2a0 Proposed uncovered patio ` 0 PLAN KEY Vk dwafon number Filed:May 17,1916,file no.720 - i h- pde Eder-wawa.Ith Plaster or stucco finish N/360 Proposed exterior cellar stair sheet Number: (see plan key notes,same shL) INTERIOR ELEVATION /ea�helxe#dam r" F' }°a•' ((j ' Ex(ela .m War,_ a arose.itb•soma tn,id,as H/240 Proposed septic system(see approved health department permit)) statnuliiber DISTRICT/SECTION/BLOCK/LOT:1000.114-D1-06 _ mdmnanba -- / EHerta costa-.tna spade°.ttn Ra:ble rnphea H/t20 Proposed HVAC(see attached manual J,D,S) SECTION • ,4�{6 / �a TOTAL LOT AREA=68,440 at(1.525 acres) Dr� / Untata sappaUng uoamhry V-er wdla L/6DO Proposed Plumbing Work �� ,°f ij)y j,' /i'�• �f/J\ Note:L-Span Length, H-Span Height Proposed Electrical Work .a: GENERAL CONDITIONS CONCRETE GLAZING DRYWALL " 1. An work shag conform o the mites listed on the raver sheet An 1. Foundation wane are to be a Mnimum af3.000 pat,unless noted 18.PARTITIONS Flrah6c11" Ma�dals: 1. Hazardous loatldra The following shall be mn°klared BATHROOM WALLS B CEILINGS: 1/r moMB moisture resistant Equipment Suing.Had'mg.Atesting.0pmer/loll be abed liacwdarce with codes shall supercade the drawings and fag be lnmgnratedlnte, Otherwise on plane. a.2xro lumber,or two lhkknasses apedfa bazar.-loca.n fortbe purposes of glazing. gyp..board with one coatd wig,ACCA Mural 5 boredom bddng badsWMand h exadarm with ACCA the drawings,whether they am Indicated m the plans or net. GENERAL a. Glazing In fixed and operable panels of swinging,dicing door tape and tfaee mats of spackla M.ry W J.el.y W..d hsawg W,.ohV.WdaG°..ftd.l gO.Near b.Two tfekne$Ses ollY rortdnelluM.rWm broken lap 2. AA concrete work shall mmpy with the requirements of the Amedmn o.All framed wells am o be 2'x4'or 2W wood soda at 1S'ea and bifaM door, replacement heating and cooling eyip iwashal have an etfdercy rating agWto y, 2 Contractor shelf check and veriy nil dimendon3,notes and concitions Concrete Inabtute(ACI)and the 2020 RCNYS, unless noted°themse,on plans a One thickness of 2337 wood Structural with joints backed up by SHOWER WALLS B CEILINGS: 10 comentbeard crgnarftneom=mgiredbyfodarallawforgageognphicbcmiWn at the site before any construction work h started.The Contractor shag plan dmenslons Indicate the following dud sizes: 23A3r_ad.Inx:tud panel°, b. Glazing In storm doom. with one cost fiberglass tape whom the equipment la Instated. I nob me Architect of any discrepancies or mnfiide in the drawings 3. All.-to shall be eir.rdmined.Total sir mment(percent by volume 1.10 2'x4'an the gat d.Oro thickness of3/4'Parlideboard whir joints backed by 314' and one mat of Wnwt Dm . and/or told candtbm before sterling the work.The discovery of of carromm)shah net be less these 5%tor more than 7%. 2.10 25.3'stud at 16be c. Glazing In all unframed swinging doom. discrepancies after beginning the work shaft be the fug m$ponsfoiGty of 3-W 27t4'.ud at IS'- the GARAGE WALL68CEILINGS: 5!B-ype-x gypsum hoard MaiivalJ83smmhed foramiiew'or replaced neatigoremAmeaul°meM M i ch toe 1 the Contractor to cored. <• Garage dabs,mrpertdab.ea afcr Steps and porch dabs are to be S'2' 2W stud at IT. e.1/I gypsum board d. Glazing In doemand enclosures for hd tubs,whiripools,..no., Where notewhere rote o�� with one mat of tape and a mWmum of 3,5W psi. °ham moms,bathtubs and dowers.Glazing In any part of a three coats o}opa de I. '/4'tsm°rtbamdmfbmrd ELECTRICAL 3. Contractor shag report any discrepancies n plane and detailsm o the b.be sage the a antl beffim portion of the double top Date moat bulldog coati a oMeg these coca than 60 whore me sure. M a c r i n a w Owmerand/orerthentawass Demolition or excavation my reveal 5. The romhial max weal dzeoceWerm between to-a,Ovem-textsetl be as Mnlmum of 24'. g.Baffi or blanketsa(mlner.l woolobemcraety roainedln plats exposed edge any taning 1.lam orwatanurfaceesmeawrod BOILER ROOMS/CLOSETS 60 witha coat of mndi.ns other then those assumed on me construction dawinga It one-fiMr me narmwed distance between arms or8vee-f°urma me vertically above any standing or walking wfam. Wm one mat°f tape and +.AA deamml wade anon mdarm a.IS.and regulatiam of me ,the responsibility of the contractor arotiy the Architect and/or dearepadngbetweenreinforcingbarsorbetweenasbarandoneside o.Johaln top plah°need net to-ever sad. FIRE PROTECTION OF FLOORS m-maadSaaaki. 2017 National Electric Cods,NFPA70-2017 and the 2020 Architect Owner immediately If the occurs. .1 the Arta 9. Glazing In an individual feed or operable panel adjacent a a dear Residential Code of NYe. d.Lap top plates at came.and Intermackmos 1. AD foot assemblies are to be fos-msktanm rated with a minimum of 117 shag be considered to be a hazardous location whom me bottom BASEMENT WALLS 8 CEILINGS 12-'it 8 moleuae redsaN 2 The Electrical equipment 4. Contractor shall locats a dale°outdl existing unde,gm-d utldes 6. Farm.waft be-do.fw.d,.feel,aluminum,pad.,a composite of Any lop plates that me cud to fa ductworK header.pipes,etc.shall gypsum wag board mentor, 518'xod structural panel membran or exposed edge of the glazing is bee than 60 inch.above me floor _r/WgftS atealrv.dbula gYPTTm beard wlthore car,. and Wdnp shall be Installed In accordance • Prier o any excavof°n.Any Wiles shown on the Dane ere an coment and foam Insulation,or other approved material wfable for be dropped with a meal strap as specified on plane. equivalent on the-deidde dthe floor famirg nember MI.Mffin or walling surface and t MOM either of the following condtbns: -Entire basement ceiling ape and three coats of spackle vAfh chapte.34 the d3 of the 2020 Residential Code of NYS. g7LMaln Street Stony Brook NY 11790 '• epprodrad,locet in only and.hall be verified by the Contractor. Supporting and codaining concrete.Forms°hell provide sufficient equlnlerd on the underside eledwzdl outlets,ngtding,devloea,Am'unres, 3.Electrlml works be Fire Undervrtitets Inspected end approved. atraripo contain concrete during the mncrate placement aparati°n. e.Plates Shall net beIS-thanrxnomnalthl.lawas. wires,speakers.drainge,pipingand similar openings orpenetretone 8.1 Where the glazing is within 24 Inches ofelther side of the TYPICAL Off Other small lrr gypsum board with one 4.All elodwal Outlets In leaf masobe ground fault lid-upar S. Contractor shag be responsible for scheduling ail required Inspartme Forth tie°shag be steel.mid plastic,foam plastic,or other suitable shag be Permitted. door in the pane of the door In a dosed position, .at of tape and three meta (G F 1)type phone. 631 688G585 with the authomms,having JUrscidon. maarlal capable of residing the tome°created by fluid promme of C Notching:Any stud In an exterior wog or bearing petition shag be of SP.0de fmshy Poured mncrea. permitted a be cot or rotchnd to a depth not mmeding 25%IYs'Am" Exmpptltl e: e2 Where the gazing Is on a wog perpendlmlarto the pane of S.WbrNng dal rocs off-a we around electrical iamai o be a smell. MMacslna@MMArWImcWA.com 6. Contractor shall be responsible for obtalning ell required paperwork Sods In non4madng parttlorro shall be pennited o be notched to a smmbdiee located directy over apace Protected by an the door In a dosed podb n and wiWn 24 Inches ofthe minimum of N deep x 30'wide x 6'S'high, web. MMArchIMdAIA.com hpmlhetraabmNadoremmquitedby the authomyhadiglui.dxtm. 7. Do not pour intempemareaaaaman40 dogma woo!"'.nor when adapthnottoaxwed40%etaaaglestudwidth.Refertocomb utomaticsprinklersystemina�idanmWmSectionP290d, hingeddeofanln�wing°gdmr. FLASHING/SEALANTS/TAPES e.AnelectricalworkobePerfmredbyalocallicensedelectrician a.mfw.me�w.am�ter.an�d�e The Contriam, 11 obtain and deliver o the Ownerfhecortficated IreezIngcondrtionaere expected(n ass man 24 hou.. for extsssve notching safe. NFPA 130,or Omer approve dequivalemsprinld°raystem, uie amvwa prvparrus arwaoe owrpanry md/ormrtificaa afcompliance. b.Fleareseemblim bead fired I. Glazing In an ndvdual fixed or operable panel that Mats an of 1. Contractor to provide meal or call flashing where framing lumber is Gmurb-F°uh0-h-1.1-ruder PmMcmn. Inrmganents of me concept.and dufr low$ S. Install Tuff-N•Ory'extedor aundatonwdaiprooflig System or g.Drilling:An sod shag be mtimado be bored or dolled, Y°vere aeW span mttrhtended Lomtlona g: Y Pe provided fordo age oriel,lfiredd direnm. ga following conditions shag be considered o be hazardous location: i"mmad with mg or concrete. i;u;n`°ruy$m$t wia,t or Na•tmmrm„yM= 7. Do not male dmWng%Wigton dimensions sham take precedence approved equal unless a different product I.Specified in the pan. that the diameter of the resulting Mle is rot more than 60%ofthe 41d,$el Yocrinp NW"t, 'l 40rpn, rested. over scale. Exam foundation waterproofing System(°o be installed hem sod width,the edit of the hole is net mare than SIW o the edge c.P°meof floor assemblies shall be permitted o be unprated°d tl The exposed area of an individual pane is larger 9 or. Y. Contractor o provide continuous(will hidden metal flashing wham 1.An bathroom receptacles are to have G.F.C.I.protection. port ores plea mqy be rrprotluced xmaut bottom dfadhig continuously up tithe fuished grade line. ofesod,and the hole is rot located In the same section as a.t wham complying with the fog°wing: tops of level mot.Intersect with vertical wag surfama Sae pan for 2.AD ggrag.8.Wmady budding mcepledes ere to him GF.C.I.protection. nos eepre..e4.new wrewtofineredeed. 8. Any dovldon from the Architects drawings mud be discussed with or notch.SNd°located In eded°r wale°r bearing parttans.ned .1 The aggregate area of the unprotected pomlbn does not exceed f2 The ladt. edge cf the gazing is less man IS Inches above metal spedflmtlon. me Architect forapp..L 9. AD footings are o be reinforced with mbar m per details In the plans over40%°nd up to 60%dhan be doubled with not more man two 80 sq..fast per dory, the floc. 3.All oudoor.mptadesere o have G.F.C.I.promotion. salve doubled suds bored.Rdef o details for excessive 3. Contractor to provide metal step flashing around an Wmreys,Skylights 4.AD cowl spa.rempad-ere SOve he.G.F.C.I.protection Drawing Status: 9. Contractor shag be responsible for adequately trading and protecting 10.Contractor shag provide and instal all met In Ff—anchor bda,hold drilling d MrIN ofcd•. c2 Fmblcddng In accordance with Semen R30211.11nslafed along 1.3 The op edge of the gazing 1.mare than 36 Ind...be.the and wham aides Ofsloped.of,inflamed with vertm sur l wan faces. 5.All unfinished trammed,recepades am to have G.F.C.I.protection. a0 work during construction against damage,breakage,collapse, dawn drops,basement sashes,crawi scram vent.etc.as Der plans the perimeter ottre-potected podian o aeDerea the unprotected floor;and All metal flashing shag extend up verncalty a mlNmum d4'from the dsortion and misalignment awarding o applicable codes,standard. h.Fire Backing as required portion from the remainder of me fbor asmmby. mat.time.See Plans far meal epedficalon. 6.An kitchen rempadwthat corm mumartop Sufaw°shall have and good pracica• d.Wood Ilooramembbs,using dmenion lumber or structural composts f.4 One or more walking safame are WWn 38 Inches measured G.F.C.I.proadaa Beading Whom horizontally and In a straight tine,d the glazing. 4. Contractor o provde metal rap flashing over all windows and exterior 10.AA work ahhdlbepe.med Inefi.i dossmmror with.1 materials, STRUCTURAL STEEL a.Partitioerrudbeconsmxxetl of mInMun rx4'sode spaced at lumber equal to or grader than 24mh by I"nominal dimension, .ono,See planefor meal specification. 7.AA laundry,u°iy, and bar Sink retsptedes that am located within 6R The Contractor eheft provide all equi or marapproved Poor assemblies demonstrating equivalent flue of the ohhtd.edge dime sink SM shave G.F.C.I.promotion. pment,laber end meariela 1. AO structural seal ahapoa shell have me following properties; 18bc of allumher speed unless othemwiae noted on Dane. performance. g. Glazing In guard.and.Itinga,including structural halwier pane, Issued for nommary for the proporexe.hon and trey mmetion of the work Wife Fianna ASTM A992 Fy-50 kw end nonstructural In-fill pawl%regardless of area or height above 5. CentrSetero provide copper.top flashing far an masonry chimney o 8.FElmlike0y heated fleom,hydromamage bad,brb,spa and hot tub The Contractor shall be responsible for all materials and equipment Anita.a Chan-1. ASTM A38 Fy�B ksl b.t a double top pate d amthan(2)2x Is used,floorleisa shag be a walking surface shall be considered o be a hazardous location. rodi^tersedo"s ThefmfingisoexaMv°rfim0yupagainstthe locations are o have G.F.C.I.protection. cored at the job age. Plates ASTM A36 Fy�61aI cartterod droctly over bearing wan shade belowWn,e talents a} 2. CamO rWe Insulation Cleamnm dhim-ye minimum af4'end bWmo hor¢onal mamnryjolms 4'. 9.AD WminB,etdme ouraldeedgeoTehathabor Construction Hollow 6tnoorol Shapes ASTM A500 OR B Fy=W Intl no more man 1', ombu66 e n aeon waft be repeated eat less man 31nme.from h Glazing In wage,erobauae or fences cordsinIng or facing hot tubs, 11.The Contractor Shag have the building department approved pa-and recessed lurnmahe%fan motors and otter heat-producing devkma spn°,W,idpooh,num.s,am morn,bathtubs,shoem and Indicator G. Flash,coulkand malagjuMona of-WrOc ,walls and showars,laroohoa G.F.C.Iprotedon. any other approved plans and pemSIM on the job site throughout the 2 AD bola are o be 314'da.cofortNng o ASTM A325,type X. c.Interior bearing stud mile must be sheathed nth a minimum of outb.r.wn.rng pots where the bottom exposed edge of the glazing is penetrations,to farm a weartght assembly. erNre project Install each ball with a bordered waaher under the nut or head, trrgypsun board fastened as per raging schedule required Exwptlans Iowthus 60adoammsudd-fically.b°v°em/.ardig ar wandrg Ara-Fault Cir-Mulertuohr Protection. whichever Is burned for tightening. flro blocking. Were he6heat-producing device°am listed for lesser clearance°, .tam shell be mn.dared o be a hazardous location.ThI.ahem 7. Scrams o be caWked shall be dean end dry,job.more then 3/4' Locations 12 An Contractors and Sube ntrectm.Shelf be licensed and Insured, com firi to Insulation complying with the fisting requirements shelf be apply a single gazing and each pane In mhdnple glazing, deep shaft be mfidy filled v for a"mprem rape or backer rod. 3. AU structural deal expomd to the w-Mr shag be hat-dipped galvenked d.All Inter load bearing walls and exterior walls shag have 2Y cross sapammcl In amordame with the mndn°ns.puated In the Paling. 1.All brand,dmuiW that supply 120•vot,single-phase,15 620 amp 13.The Architect le not responsible force-trumgn meanw,ambads, after fabrication conforming to ASTM At238A153. blocking of similar width at Stud midspan. Exception: 8. AD cauOmed Joints shall bar full continuous,waterproof,neatly wiped outlets Installed In kitdiame,family mom.,dining-On,hiring roams, technique°,sequence.procedures or for the safety precaution and WINDOWS/EXTERIOR DOORS Glzzing that is mom man 60 Inches measured horizontally of or pointed and tooled wham exposed o view. P.A...kloo.do..bedimm.,stmearm,rerzeag.a rooms,.sets, programs In.-.Stan with this project 4. An welding shag conform to AWS cede D1.1'Structural Welding Code' N.4mg: An doore aRIORkgredm reds me and lee straight line,from the violate edge of a bathtub,tot tub, h0ways,l.urdryarew.ndak,*,--m ,.r...haUb.p.t..L.dby Dates: for steel,latest edition. a.An raging dull comply with the latest fastener Schedule shown on 1. Spa,whirpool or swimming pool or from the edge of a shower, S. An windows and exterior door flange.am o be taped with a 7yvew a mmbinfion 14.Contractor tofallow ell mmufadwete spoefimlbns,recommendation the plane. component and cladding wind[..do on fire cover sheet and eausa or eturn mom. or approved equal flashing tape.Jambs first then head war Jamb tape. lips maleucuits.amApar Insagndoprovide nd inda0aton detans on all product.used in this project Contractor 5. All Structural steel shall be given one Shop mat of palm of not lass than prated from wind bents d°brio,we roe on sheet G2 protection o!me branch dwuib. SM24 Bid Set °hat notify the Amhit°dof°rrygonlgdbelween the plane and 20mile dry film thickness conforming o wool structural painting Openings: 2 All exterior Wnd°coo and sbdng doom Ball be t°ded by an approved I Gazing adjacent o stairs.landings and mmpa where the boffin 10.An Wm.ws and exterior door flangeo am o have a meal pan or a Shinto-and Mum "Sabo.Smoke A"'. 82324 Issued for Construction manulecorelS speafication.remmmandetlone.nd installation murx9 SSPC pe'W 2,13 or 14. a.ph homed openings duo heveemInMum of single Jedr dud IndoPendem laboratory,and bears label Identifying manuladuer, exposed edge oftp glazi,g,loss men 37 above the pane of wit flashing ovarme rough wL hamhg continuously up each sale. pit smoke alarms shall listed In mandamer with UL 217 and details prior o Installation of any products used In this pmjecL plus a.Ingle king g stud on each aid.cf opening suppedIng.header the adjaca dwalking surface,of stabwaye,landings between performance danded.U.end approved inpadron agency to hdimle InetaOed to amodanco wits the provision of Section R314 of me Contractor shagbe responsible for corteation oleny work Uat prev$rde trotapecifiedothe,whm an plane. with AAMANWMA/CSA 101a.S.2/A440.Exactor side-hinged ingha ofsalm end rzmps WUbe mndd°reda bee 11.Penetratlarn ero-tlag plpe°,vmds,ducts,wire.effi through mAing memndInSalationofaspecifiedproductroadontheplan. MASONRY donaha0betidedendlabeedtoemntomogoAAMANVDMACSA muardouslomtion. it as 202FPeAsin.telCodeofNYSendcampyWthmeprovisiom 19.BUILT-UP BEAMS 1o..Shag be Na AM01o0. o naet ASTM 13e testing d is.The Contractor shall keep the job site dean,eats and has of debrls 1. Masonry shall be Installed In running bond with PCL type M mortar. J. Glazing adjacent o the landing at the bottom of a stairway where (SectionLocation°.(Seon R314.31 1.Buitt♦ip beams or Joists formed by a multiple of2'x dmm.I.-I 3. Gaagean ants e d shall be tested In with either ASTM E 330 or the glazing is ass t too an 36'above lending and within a Sir Single and muttiplestationemoke alartna.hall be Installed' 16.These drawings are me properlyolthe Arrhiledand shag So be used 2 Groutforfully grouted uNte shag confamr to POLY type M mortar. lumber members shag be into no-mall-foMwe: ANSWASMA 108,and shag mot the aamra^u cdlenia ofANSUMSMA 108. horizontal arc ass less than 180 degrees from the boffin tread VENTILATION ma following look... without he consent.D.More shall Trot be used fiu Iswlne of a a.Members 12'and leas In height nosing shag be considered to be a hazardous location. 1.a each steeping morn. budding pemt.IS.dgnad am sealed Iry Michael Manna Architect,pe 3. AU memory walls shall have'Hohnown B Bamarcr 0120 Tru e-Mew Glue and mid with 2 rows of 1Bd nags at 77o staggered. 4. Window and glass door uumbow.hag be°rehomd a°cmrd.a.with the 1, MECHANICAL VENTILATION: to be installed continuously at every other mum-less specified published manufacturer's recommendation to"Have the design presei ns Local exhaust ole ham mechanicalverifiatron systems are to outside of each separate steeping area in to Imm°dat° In the pan.Truss meat to be MI-dipped galvanized. b.Members greater than 9-114'In Word or multiple 3"x mombere: Spedfied.Substitute echoing systems omit far wbahale.not Specified FIREPLACES be designed In amordimm will,motor M1505 of me 2020 RCNYS vicinity ofthe bedrooms. DEMOLITION NOTES Through bat Wm IW diameter machine balm at 24'oc by the fenestration manuhdurer shall provide equal or greater anchoring 3.On each additional story of the m e dwelling,including bamente 4. Al lap splices for reinforcing bate in mawnry waile shag be 48X staggered top 8botom,1-1/2'from edges. perforrrunw ea.manstretnd byacoepted erhglneing procke. 1. Mamnn FheplacaS 2 RECIRCULA110NOFAJR: and habitable,a.®but rotadudng crawl.m...ad unlmhabfabla 1. Priero demofNon,the Contractor shag have tog utilities disconnected, bar diameter,unless noted otherwise on pan. Heats Slab Thickness 4'min.thickness for hearth extension Edaust ekfrombathmome and toilet hems shall not be recirculated aWc.In dwellings or dwelling units with Split levels and without Such a.but not Emiad o gas,electric,water,telephone,cable,do. 2 BnlWpbwmaterjoaaf°reed by a mutple of engineered amber 5. Emergerhev esmmerd reSae°wnina""': within•residents or circulated o another min and fag be exhausted a^Intervnig dwr between the adjacent level.,a-SM.I- No. Date Desalpd. Ira eddibn,the Contractor.hag obtain utiTty mark-out prior to reembera am o allow manuacorer spedflcztom unless noted Umm�lshetl bammem.habiabl.mace and every Sleeping mom Hearts Exandcm 8'farfirepl op-mg hem than 6 sq.R directly o the oudoors.Exhaust air from bathroom.oi,t rooms and Installed an the upper level Shall su%k°for the adjacent lower mmroma,egdemoliitionorexmwatan. ROUGH CARPENTRY an Plains. mare noted an floor plowshdhevenotlessamoperable (each side ofopen'g) 17 for freplam opening greater than or ktrmens shag not discharge into en sib,crawl Spam or other areas level provided that Ov lower level[a lass Man am fun eery Pre d: • emergency escape and memo opening.Where basements contain equal o 6 Sq.R inside the building except for ductless range heads. below the upper level. J^ 2 Demolion work shell be done In strict comarmants with local,sate 1. Wid-header dzoo be(2)2'x6'umM-road otherwise on plan. 20.BOLTS IN WOOD FRAMING: one or rpm sleeping me=,an emergency escape and rescue Hearth Extension 16'orf-plant opening Ism sq.R 4.Smoke.Iamm shall be installed natlewlim teeth°rlmrna0y end federal regWatlon.Infusing ell permits end utility d,comects opening wan be required in each simphig mcom this one In any 3. DOMESTIC COOKING EXHAUST: opening o_ (huntofopening) 27forfirept. Spenngg.marthamar trnmmedoorat fabathroomthatmmaasebamob Proposed 2 AD.WcaSal dmen.onal lumber o be dealt fir p2 ar beffir vAth a 1.All bode In wood hamirhg sta0 be standard machine hots vdth m n retsation span.Emegenry escape end,aewe openlhgs Domestic moon"exaud equipment-hag discharge o the outdoors 3. The Contractor stall at all times revlde promotions ainstmother minimum Fb=850 and E=1.4x10s.No SPF lumber may be used standard w-hare. shag open into a public tea,SMa dor courithato ell-IoeSq.R or shower unless the would prevent placement ofesmoke elan p gdirectly y yard Pena through.duct The duct analhavea°rpomI�randwall shallbe required by Semen R314.3. .qUp nd,some...fle f,..d.astomaoainagvw. maoriate, except usedasor.I.gateaaMbocldr. 5oumemYeOowPiAremayh° oaµhbfoway. FiroboxO'unendons 2P min.6robox.pth .hVgIndepe,delfntof equippedh systarmft ucissrardshamhe Residence equipment end flxoroe free hamdamape.Repalrenydamages used esesubstation for doug fir. 2Eem bolt hole swoodshag he tinted 1/16'lerger than diameter of ban. s Thickness of emotes firebrick Iming la used makingexhautll otherequipentaust.ydams.Dea,ran attic When mom man onamkearm devices viceshag b be installedwithin an , properly of the Ovmer which iso remain In use. Batsmen,-0 only o Mum mein-teal equipment Wag of Firebox molding exhaust equipment watt rotarmina In an ettlo or crawl Suchindividual divining unit the alarm device.shag he Interconnectedvats. In 3. AM exterior lumbar o be preservative treated 3.For ell plate anchor,we detabon pans Spam orereae Insde tiro buildug. 4. Contractor o provide a0 necessary ampoary supports as they be not exceedrg a total moor area of 200 egusro set mein a mannerthatma enouatlon of one slam vA0 actives al stubs Distance from top B'min, elama In the Indhitlual dwell -R The eats Shan be sae dim required oeberee0 existing structures p.rome Installation of now 4. preservative lumber that i 1.s dWthmamnrylmrorete laobe lag Sot% B. Ocoretio'y'W-_traoteand onormacantroldeNoex of opening Throat EameWho I0" of bedroasover background robe levels wth of Intervening dor°dosed." atrudu.l element.. premrvative reefed. e.Mag bete where specified on lAan$shag beofdrudurelgreda Sfaal. EmerBeroyeecepecnd re Wham l,hsallod InacoordaroevAm the manuacrurete lnstrudione, For Seue opeNnge sham be oap.tionat ham 2 Fad° Bugl Gas B Woad Fire areaand where mechanical or natural vedaton is otherwise provided, the Inside of flee room LdtlM se of ksye,tools orper"al wiedge. Combination Dome- 5. An existing elements o mmain shag be protected during demolition. S. Engineeredlunber(Le,PSL)o have a minimum Fb=2,850 and b.Wash...hall be placed.do&me head of the lag bolts hearing Window opeNrg mnWldevitsscomptying with ASTM F2090Shagbe Factorydutt 6repa walbe bdetlend labeled end shag helneaged Bead end labeled ductless range hoods shall not be roguiredo Comblnetion smoke and carbon maroxdo cartes shell be permitted e mWmum on wood.Length of lag bola shall be a minimum Z3 depth of In smordence with the condition of the fi chn,and shall be tested dsdarge o me..moca a S. AO axdig dumwrk electrical components,etc.In auras o be menthe.being bolted together, permitted for um on windows seNIng A.a required emergency escape In accordance with UL 127. o be used In Eau of smoke alam a d reams opening.Emergency escape and name openings shaft Fred & demolished show be protected and relocated as required emordrg 8. SHEATHING/SUBFLOOR have minimum dimensions a°Specified In this mdoa 4. WHOLE Hl0Uait MECHANICAL by th VENTILATION SYSTEM: Fawsr Souroe o field corditlone. •E.dt ywootl sheetahen bear estaggtm'APN red an butt.?.no a Mbatts matInwniodwmt preservetivlvait.ril dbmbo-ante 1. Heal le ofapproved fed°ry-rut fuepama sheO De Installed UNesn spaemed otherwise by me HERE mares anR the Wale The required smoke alarms mall mmNe their primary power from •AO pywootlend joIn,shaObestaggendand betelwgthe one ezferiore.obehotdppnd galvanized orstsinlase seal. 7 Minimum opeNro area: Inaccgrdanm v4m the Gdrg o/nos fireplam.The hearth extension house ventild nsystem is pemtit°d o utifize a bathmom exarst me building wiring when shplrW. 7. Contractor to Provide dud-tight partitions between areas Mom canarl'uresofhaming members. �roYond e� .hall be readily didngulshaba from me surrounding floor area. ono run eta codnuousmoo/105 cfrrh as per table M7506.4.3(1) fiesercad hamemmmerolalmuts, escape 5.are ram fees chain have a net send when unary power la Interrupted,shag recaive power train a tch Donna .mracto work le being perf�mred meld eras.which era Mom or •center ns shag o pared 3B'mlNmum from me edge of me eMeta p p opening of net hem man 5.7 square hat The net clear opening ^ua,• Thre for Bit nhlan Pon 02tion IntoWforI Odarm&&membero.Mnbe FIRE BLOCKING/DMFTSTOPPING dOro ai...required by Wa Becton shell be obtained by the me 5 VENTED ATTICS: beffiry.Wring.ragbe pemuvercommitm°a°disconnecting mmea 1-1nareani,tomeIBIS nor1oa nn& ofsot eFTint Insulation In ventedvetsangles,Baffles assh baffle shambe sth"than mesadrequired bfanoverarent promInstasmoke°sing operation arme emegeroy e.mDe and rem..apaNrg rpm and initle. INSULATION � permitted o be battery olpaad when Installed In buildings 1. Wimth the. REQUIRED: Installed adjacent mffit end save verbs.BafteashaA maintain an shag The netclear height apanInI,well ba not hem than 24 inches antl me vert Th.SITE WORK/EXCAVATION SUBFLOOR: t3/4'rated o be of anDRAF e °.pambamarawearoagbeIn below $medsotapam 1. Spread o.Of7and..d.(Spray foam)Inwation.Smokedhall haw emapedQflama openhmng Iart9rgoftheereater ntnuiaSofineb2fflahagbe.al „tpWmnnedg,Dag,. te be glued a wood m each . d.naanmin sent net deer width shoe be not hem tan 20Inches. p mg nobly,space does net.shad 1,Installed m met me spread Index d75 end a maxtmum d a smoke developed Indexd450, extend d Wthe op cl me atte inwlalbn.The belfle shag be Fragola 1. Car to anshellnowt..sakeout ellom onun.lanad utilities Treeofine mnco Shadvid the netexmse.Pace trim Excepton; pemtitedobe any solid material. Carhop Momxde Alarms.(Swim B75ofine2 following C°dea Of NVSI pioroerry.scavetio.Arty utilities wove on the fan Too an EXTERIOR WALL SHEATHING: 12'axteriorpade(CO1C)plyrmodo Thadaf,oDDing aha0 civxe me mneeeled spacelmoepproxmaa GmGa a-floor or belowga.opeNng.wanhevee net dear 2 Foote Pastk(Spny toem)inmdanon dullbe sepe.ted from tin° Carbon monoxde soma shall be lnsaOedInthe foOowingl°cations: 1775 Point Pleasant Road epp"" location only and shag 1121tdbythe Contracar. be foamed o the sods ea per me equal areas Wrote the assembly is end.sd by albor member opening d not tent tan 5 square feet Interior of a building by an approved thermal banter of not less than Vent Clearance: 1.Carbon Me xideemrequiredoneachle Ina which sleeping Excavdonshen rotcommancaunbl utiGif rtarko.MSo IS. frog hadule and the braced wall above and a mSirg membrane below,the drafaopping°hall be 12 gypsum board,23/3r woad structural pawl or a material that Wtero eawe orm.lts vents,am Installed,Insulation.minimum of. .p.m...bWled..IN.left of the sleeping area. MatlituCk,NY 11952 plan.(P.T.plywood 2 an at base) provided In a flocalmlfug assemblies under me following cbcrmrsta rms, S. Wndaw�SPI Het ht_ 'weed in e°cor.nm Wth and mesa the.meplanca d,ria of +'span.hag be provided between fta InWatan and the mo! Mprq toq on mfnn moroxde carte sham b°pmWded 2 Excavate en a...ae Indicated in the drawing.An exmveneas shag Wt,SrS22n lid provided T.the emergency wcap°and msm. be th°T°mp°amre Tmnmis9on Fire Test and the Integrity Ff. awaiting ate°location of the vent who. nary to a-tat.sleeping area one spry be the minimumdopth..,gui.d achlevirg dean undishabed virgin ROOF SHEATHING: U7 exorl°r grade(CDX)plywood a.Calling ie wapended under floor homing opening,t shall have a all Might of not more than 441nches above Ted o/NFPA 776 Such as TJC 31T or.pp-d equal mental border, is more than 10%away from a carbon monoxide alone. Jurisdiction: sea with sable moisare content and mr-S h fang and nonmrinkirg o be fastened o the mile.- me floor,where me SM height,below grade,it shag be provided with 6. UNVENTED ATTICS: coil oneacaddm.The Contractor shag be nspm.ble for ntificabon Perim maikmg Schedule b.Floor framing is constructed Ofbrsgfe open-wets or a Wndowwell In amordance with Section R310.23. 3. Foam Plastic(spray foam)Insulation used in atom a crew spaces A.par mdon R808.5 of the RCNYS 20n any sory Were afudMred appdianmsend equipment, of poor win marededdasa tp Architect and Shall nd proceed with perforated m°mbs.. sae be preec,d against Ignition using one dtlre followig mated.s mid-Intl burnng appliamme.ma.gmarham, Town of Southold the work-blremhdngadmdon from the And,item. 7. Anhamed openings Innm.,moaandmillngs shag have amknimum 9. All exa.rWndows and dome amtohe,-.maxnmU-vat-of .1.lrrtNdma..f.In.IEb.ri"wa,.°-h.e'R.xw.r.q-1 HVAC fi.pamsor°tomad Bananas arelomad. of dwble header and trimmer-am noted otherwise on the plain. Drenslnpcm Material.: 0.35 and a-A-mar Metgain meffhdentfa O,d 0.40. b.1/4'tick woad etr teal panels Suffolk County 3. The Arch of has prepared the drawing and spoificabo.with an Dretteoppmg maanaa shm0 net be lent men 1?gypsum beam .3/8'gypsum board Comb-lion A4 Imerconnaoton dCerben Morox.Aamre a Detectors: e -ad bearing wpatlry of2,000 pounds p"sq Rand an assumed B. An fronting o be rat plumb,level and accurately cut d3B'vnod Derelg.Dandapplig w.11bdlLbdpaa0elothe 10.FALL PROTECTION: d.IWthl.kfnbermmentlamd 6oid Fuel Winenmorotanonrarbonmomx.aarmordd"or,.qu.do Sao maIdinileafaa^d,dfysard,dayeym ,dltygravalaM near framing members.The integrity W al draft°apping Shag be ndweW�where t=pfibs al den°pa.bo window opening Burning eppfimhces shall be peMedwittcomWstlm eb In aaodaree wfhtp be installed within an Individual dwelling unit or sleeping area,ma daysygmveI(S'W,SP,SM.SC,GM and GC)trims.wiltedantysls S. AOJ°ishand beams set flush.M mother but..hall be mended mairdahrod. Is located ass than 24'ebove the finite flcorantl greaarth-72' Ignition border to not required when np oats Insulation Ms been apparce maMaduete inda6tlon osbh tiom.ON.appfanma dalbe ahrm devk"shag be interconnected In such a manerthat no Slots" Drava By: has Men psrbm.d as per able R401.4.1 of the 2020 RCNYS. with a meal Joist hang designed o match the"s of fM Joist/beamabove thefi^ishg..or°m°r.fem below on the sxa.r dire tested Inacmrdanca with NFPA 286 such as'Q,lckShield 112 or yo ,�mmhati"akaaccudancem.OtgPA31 of am alarm win activator all of the alarms In the Individual unit M.D. urMw specified otherWm on plan. 2. FlRE BLOCKING REQUIRED: building,the ope.bin Wrd°wshall comply with one of following: .pp-.d equal. Th..lam shag be ady-dile in so bd..-ever background Sohn 4. All exmvaton for concrete piem and fo°fing°shag be a minimum of blocking provided to au of an concealed draft openings a.operable windows vAm openings matwim ref snows4-diameter Due, levels with ell Intervening dean dosed. Chetlud 3 set below finished gads indent nootl drenwisS on me plans. 10.Install double floor Joists under s0 parallel wawa above unless noted (bath verfical and Mrizonaq and o o.an affective fir°be.., 4. Insulation o be as specified In me insulation schedule and details By dwinvi o.piano. between do.S and between a op Story and the roof space. sphere o pant through the openng where the opening is on its Dud Ineuation argeda nerd Da podton. 5. AO becM<II.hag be Been granular fig. fbNzI brio: provided in wond frame construction In to 5. Insulate stood togwindow8extedortlortough openings comb.row An guppy dAc,a-mMgkndated oa tiimWmof -m'vdmmdRS Carbon Monoxide 11.AB Josthengereand astaneatatereIncoraad Preservative treated foAowhglocaton¢ b.operable windows that am provided Wm Wndowag prevention expansion oats Insulation. An other sus,fan belnsWatedma midmum of RS. Carbon Moroxde elarma shall be naiad,labeled as mmplyrrg with 6. No ba°klin shall be petmtlted against ceramics,or masonry foundation lumber or exposed in the exterior shag be hot-dipped galvanized or .vlma that comply with ASTM F 20M. UL2034 or CSA 6,19.Carbon Moroxdo.tecom shag be Geld and Job No. its WtlpW bar herring arTpar bracing as required o prevent daatese steal. a.In concealed Spaces of sad cods and peatiene,in„Juding forted aopareble windows totempovded with Wndawapenogmrf.l 6. Air Leal._e Duct Seallm labeled ase.*Wg Wm UL2075 and.hall meet the seasi ivity testing ..age ofoun.ton coon.No beckfi0 eha0bepemdted withIna Spam.and parallel rows m dude or mongered Studs;as follow.: TM tulding thermal envelope ahagMmnstructedonrmt eUleakage Aiduza.atr handers ordR,r bums oboe be mabd.b'uea arxaeams.kagh° and aamh threehpl.of UL2034ar CSA 6.18,Carbon Monoxde eaAm., 2412 .n mstat comply Wm ASTM F�90.The window-opening minirtwm.1 two week.after poudng.TMContr.dorwS1be 12 AS shims undercelar/crawl spew glrdomes o be stselshim. -vmtmM atmecefNg-dflwrlevats r,trol devits,eftsropentiono reteem the mntrel device The senfing methods between dsdmilar rtuteria,stall egowtar ma.SubshdayelNgh try mearadfeatren,wolda,apa.,recline,gadding detectore antl aamrcodot units shahbelnsan.d In accordance re.pon.bh fore my damages concrea or m°mnry wag. -Horizontally at Intervals net.xcoedng loft snowing the win.woafy pen,sha0 otnaduca the retdear for differential expansion and contraction.Rear o the air barrier and or other approved do.re systems, with me R.C.N,Y.S..nd the manuacorere lnsa0.tion lrhshuctlona Sheet Tlge: 13.Wrap en wood�rde.that et In concrete or masonry beam pocket In.afian installation sdhedh.. opening area°f the window urx to less than the area roguiretl 7. Aggadngodrelnwttameortnwaarawayhomowdatl°nwatls wth.°fttlashingtap.veMdl.dmNedwdhtMmncrea/memory. h.Atanima.annd°nbeMoen<onmdedveNmlo,dhodzonal blManR3102.1. DutSuppe P°wer3°'rm• General Notes Tta Mnimumand5%dope. Spans Such a°gear at seffit drop coifing.-it Save ceifirg. 7. Insulation a Fanedafpn Requirement by Component Maell dub shalbe 14.Noducbaalmemb°..h.9b..b.d,omlNed..tdad,cutor Re ro mutation m /md°n"ea, r' ---Garb°Moro,d.ean.TM,tSuch Shall read tic .conni power t S. 6oekpne opmil far re+um,redstrlbrne apsnl forfinal0adrg. .located without odor approval by the Architect. a In concealed apacas between slain songs.at the top and boffin d e rate �*E �� pm t from the buikGnp write,wirere mhdh Wring is carved from a mmmerdal the rum F4rdosed apams under dsiro shell have vets.uderaahaurtam AT /CRAWL SPACE ACCESS N aka �� to f m'"1"nddeUbe equippe0 w4ma beffiry becloup system mat - Building Code 9. Comader o excavem an sapped feelings as par plane and deans. 15.When using dimensional[=bar,them Shag be cot lam tan ane nne end Smy.fits protected on gp eolosed side wih a l2 gypson board. 1. The Contractor shag pnnidS wic aceessfm a,ry slits areas the exmod I ° Ily parvdes powerfrom on or more b.brim when primarydbridsdgatewery6fae:dapanlnlfoar,atlaand latroolham ffp 30d,andMweve olheightof30"mme.TM.ughkamed CLOTHES DRYER EXHAUST D pp erapad•Wdg°"a°MDe °^e^ta^d�n°W° Requirements The bridgingwall mnsiddnot lass than lYd lumbermt dagon0y d.AtopeNrgs aroud vent.ptpea,duct°.cables and wins M tsdinga opening shag rot be less tan 2rx37 and nag be focalea lee hallway 1. To be installed toe par melon M+502 d to 2020 Residential sing switch other than team requmd foraar pharentproaaIne.Chdirection and doubt.miladetmah end orequivaleM b and 6owlevel,with ane moved material to resist the free passes .rather..city.-..she location.When to acoess,tomtwlna Code o1 NYS. w.hetad4 nd.,grard d to ystSmseptwhere DRYWELLS/SANITARY SYSTEM metalbrodrg, °�`° .file...ndproducts.rwmb.d.n. g tsging,ndni-umhsmuadhead...inthemic,apacaSagbe "ey .m.r,fornd°�°°ddrm.yd°^Q Y 1. Drywego an tobebcaad.a par be drainage pan end.1.9 consist 37 at mme point above the access 2 Clothes dryer exhaust System shag be discharged o the exterior. D� aMduc,P•netraingne its cod . tp monex.sameshag be noted in-do-Wm UL 2034. of to framing ring.(size toe par piano)with--to raver. 16.Provide continuous blockng under tog pods down o the foundation, a.Spam between chimneys and fiors and mgng°through whim m Drywalls Shag be set In dean Sandy sell a minimum of aft.hews boom and or cdumn with similar post material as Spedfied on plans Chimneys pace shag be Breblocked with mrrmmb-table material 2 Amass dram fro m mndition.d spacoaa uhwndtoned spaces such 3. Exhaust ducMsaU have a amoam Interior finch and be Sawbucted 0vsft ge�nba da Comb, lion--. nd water.DryweAS am to be wrapped with landscape fab.a tscrhrel fastened In The(blocks f between .s attics end crewi d i-I.ted a a }metal having a minimum Wckness of 28 racial din te,¢I�'a m1m1 6dp Sheet Number: g,ea y ple np o spaces spans°hag be weame.6ipped m gage.The dud shag rary10 Coma tan moron moroxid.smoke slams shoe be an acceptable prevent soil intrusion. 17.Jambsand.nars Shag be limited o auto and bored holes nodeeper dumneye and woodJoa.beam..,bead..wall be srff-a,Pxrnag level equivalento be insulation on the Surrounding surf-Access be 4'ronAnl in diameter. .11ama .om,bonmonm,i.elam Combinaganmrbonm°mxWa/ than 1B tM depth dthe member°M.hall rat be located in the middle or be placed on Strips of meal aid°cross the Wows between wan be provided to so equipment that prevents damaging or compressing 2. Drywens.mtobemmecodv,Manun.o/4'da.PVCww pgeo 1/3oft..pa.N°toodeptsofth°°nd.atWm°mbsrdag,.I...d combustible material and the dtimmy. the maulatio.Awaod hamed°r aquvaom bane or MU iwr re mghmed 4• The mrodmure length of a d°th°s dryer exhaust duct all mt-ceatl rmoke aneduU be tded lnacmrdanmwtlh UL 2034and UL2f7. each downspout leader uNem noted otherwise on pan. 114 the depth of the member.Hole.berod into the gist Shag net be do se, o be Provided When lon-fill inWatpnaosaned,the purpose of which 35R from the dryer location o the wag or.of tornim ion. than rto V.top ar bottom.1thejoat and the diameter of the hole wag I. Foeblocking of comices of a Iwo family dwelling is required at the Is to P.v°rd fbe ImseiID fro.SpBEng its°the"'N team-/ten lbe eras Th.rr®xmmm length of the dud we be reduced 25 R far each $pU� MTO1N11G=1 3. Proposed Sanitary system ism to Installed ea per Suffolk County net exceed IM Up depth of the joist.There wan be no rotdres on the line ofdmlr gunk separation. amass,opened,and to provide a permanent means of rtalnaIntrg 45degme bend and 5fl.for each 90-degme bend.The mteadmum YYWs.a Department Health Services node and-par approved permit m bottom Side of the joia ,beams and rafem. the installed R-Vahm of the loose to insulation. length of the exhaust duct o de not include the tramsit m,duct ENERGY/CONSERVATION BUILDING THERMAL ENVELOPE NOTES INSULATION SCHEDULE (thermal envelope) House Component (R)Value Insulation Insulation Type Moiskre Nr Sede r Dom, Remarks 1. Them plane are designed to be In accordance with the 2020 ResiderN ae el Code of B. Air lkam;The bullring thermal.-tape shag be commb ch cl to Ilma air 12 Recessed Lighting-Recessed IuMrwlres Installed in the building thermal envelope Manual J E S Is required for any new or mWaced heating or cooling equipment Thickness Elam., Sealing NYS and the 20M Energy Conservation Construction Code of NYS for a chmak leakage.The sealthg method.hotnean dleaim0ar materiel.shell eVowfor shaU be welod to fimitah leaksge bet v n mndituned and unconditomd B F ttase cone of 4A ddfereMlal e.panalon and contradon.Rotor to ea air bonier and insulation Woos.An recessed luminaires shag be lCrated and labeled having an air ti First Floor System 17 Bette A Far sound amnuatlon any Inetallawnschedule. leakage rete not mom than 2-0cfm when tested In accordance with ASTME283 Recommended Testing Agency:Integrity Home f 2 The Interior design temperatures used far hating and coofimg load cakcoamna at a 1.57 pot pressure differential.Allrem°sed Iumlwlre.shag be sealed wdh e m shag be maximu of 72'F for heatng and a minimum of75-Ffor cooling. t. 7etaw:The bugdlfg or dwelAng Mat shag be feted and verified as having an air gasket or caulk between the housing and the Interior wan or calling covering. Energy Assessments:(631)55&1016 N Flwrg,q„ �'C��' kelape site ofndexwedlmg tlxoe eIr henBse Per hour.Testing shell be LL Second Floor System 12 Botts /{ For sound attenuation any 3. All matedak,ey5Wma and equipment shall be Installed in accordance with the conducted Inecccrdance RewNeUICC 3B01 with ASTM E 778 orASTM E 1827 13. Proommmable thermostat The thermostat contro0lrg the primary heading or Q manufacturers instructions and the 2020 Residential Code o1 NYS and the 9720 and miac ted.t o preesum of 0.2 inches w.g.(50 Pascals).Whew required by the cooln,g syelem o/the OweUuhg ualt WO be mpahle of controlgrg Ha beefing and Eongy Conservation Construction Code d NYS. code official,testing WII be conducted by an approved third party.Awritten cooling system on a daily schedule to maintain different tampembms set points at O LL Perimeter rim jolt R-21 3' Closed Ceg A M a C r i n a report of the mvAte of the feet shag be signed by the party conducting the test and different times of the day.This thermostat tall Mud@ the capabUity b set back --- - (L around hit floor 7 par 1' Spray Foam 4. Cedigwta:A permanent certificate shag be completed by the builder and posted on proAdW to the ram of�d.l.Tooting shag be pW-d at any fine of ar crwiton or temporally operate the system b maintain zone temperatures down to 55'F or - }p a wag In the space whew the furnace Is located,a utility room or an approved of all penetrations of bullding thermal envelope. up to BY F.The thermostat trilogy be programmed by the manufacturer with Arch 1{.a Cal bwtlon inside The bung.Whew bwbd on an electrical panel,the cemtiAwte s heating temperature set point no higher than 70'F and a coofug wmpedlem V Perimeter rim joist around R-21 Closed CaU - sha0rotcoverorobdwctthevlsibft.ftlwdiadtd7wdprylabt,seMm During TasSo: set point no lower than 78'F. _,_,.� u' second floor 7par 1' 7 Spray Foam A diocoo.dabel orother required labels.The certificate shag Miles predominant - 97 L Mein Street Stony Brook NY 11790 Rrvalu.s of Inwlaton IneMUed in or on wirimgtrwf,wansfoundAlon(tab, 1. Samaria,lAndows and doom,fireplace and stove worm shag be dosed,but not 14. Dud Ineuamn:AO supply ducts In unconol toned attlra&hag be Insulated to a l'^i"r basementwag,cowl spew wallandrorfloor)and duck outside conditioned spews; sealed,beyond the Intended marthembipping or other Infiltration control MNmum of R.B. :1) U.facfom for fenestration and the olar heat gain coefOdent(6HGC)of knestrtbn, measures (7 xlerior wage aside 7Rpa,V 2• Spraay Foam A phone. 6316SM585 and the mmlte from any required dud ayalam and building envelope aIrlwkage 2. Dampens Including exhaust Intake,makeup air,backdra8 and flw dampers ehaU 15. Dud SeeOng:AUdud.,alrhsMlere°ndfib,boxea.h.Ubee°akd.Jokk.M c F small. MMacrha®MMArchI%c%IPLWm basting done on the b0dIn Where them fs mom than am value for sad, be dosed,but otwaled beyond hmnded Infiltration control measures. seams shag be mom wbstaMkM airtgM by means of faGtnom welds,tepee, 9• 3. Interior doom,H Instanod at tie fire oltin test shag he open. mactlw,gaslmting w otlrera d closure ma IITI � (T�t i t do Mo lees web. MMAmhImctAlA.wm compenem,Ire wmtificate shall Est the value covering the arsest area.Tha Pe PWo'm syste R-13 31IT n7 - wrtlficaw shag listthe types and atfidendesafheatimg,=ling and service water 4. Exterior nor for continuous ventlktion systems and heat recovery,ventabm 'D "side Bette mane pins m an keWrrwit of ngtce oiw air heating equplmsnt Whem a pasfimd unvemed room heeler,electric Nmow,or shag be dosed end sealed. 18. DudTedlno:Duck shell tea pressure teelad b dowmhlo air leakage by one of me eadsdee prapely o ne mdinepL 5, Heating and co.ft.yearns if Instellod at the time of the test shag be lamed o8. the following methods: Class CeA knhrnaarnmb el cos wnwpb and dsYan loose bamboard electric heater Is Installed In the residence,Bra certificate shall list s Cellar perimeter oafs R-14 2. A p=tad 2 base tro=' ahau be proeewted 'gao-fimd ur,vemed mom heater','elogtic furnace'or'bawboard elecfiio healer'. B. Supply end rerun registers,U Inateoad at time oththee stet,shag be fully open. It`. I 7 per 7' Spray Foam 1.the rw.d a d t of the I...Copplaht laze 1. Rough4n%st Total leakage shag be meawmd with a pressure dMerental of 0.1 0 Ykhatl uoviw MtlJlx4 pa An b ro.arwd. ae eppropmle.An effidemxy shall ratbe nskd for gasfiretl umerlled room heated, 10. Fire Newwood-tau fine aces eheUhave s -fntl system,ioludn the manufacurere elm handfr erclomw H port or u.owe mar es rapoaucea•tmwt eledrk fumewsorelocbic baseboard healams. .� pl ght ry,flue dampers or Inch WE.ace.the g rl Space around extrior bwexpansion re�mdindoom,end outdoor combustion air.where using light-fitting doom on fadgry-bunt Instauad t the time of the te6L AU registers stun be taped or olherwbe walesp5. Insulation end Fenestration Requirement by Component.Refer to insulation schedule. fireplaces Gated and labeled In aaodance with UL 127,the doom shag be tested dungthelestend Ileted forth.flreplaw.Where using tight4iltlmg doors on masonry fidplacee, 2. PoetconaWetion teat Total leakage shag m measuwd v4th a pwaeure dlffewmutlel _ Penetration.around all klwexpannbn spray S. Eave Baffle: For atr-permeahis ksukfions In vented atiw,a baffle shag be the doom shall be fisted and labeled In accordance with UL s07. t 0.1 hash mg.across the entire system,Including the manufachaer°air handler --: pipe°,vents duds, roam fire nulk•138 by ASTM E136 tested Drawing Status Ineleled edjawmb soffit end save vans Battles WO maintain en opening equal enclosure.Registers hail be taped or otherwise sealed during the teat wiresthwughout w'lirg Evenkam ar equal wgrouterthan sire dwofthewnt.The baffle shalled°ndaver the lap aithe attic it.UWN Room C.Maido FuelAumIng Apcgancea Mena open combustion air and Dow levek Insulation.The baffle aI an be par nlmd le be any send material. duck Provide combustion air b open combustion fuel-buming°Ppt.-,the 17. Ughgo:Not less than 75 percent of the lamps In permanently Installed Ughtimg applieoeeand mmbusbonair opening shag be located ouWde the building fixtures shag be hlgheffiwcy lamps or not less than 90 percent of the permanently 7. AUIe and Crew1 Sww Aewa.Hafohea and Doom: Acura doors from oondimned themul anvafope or enclosed Ina mom,Isolated from Inelde the thermal Installed IlBhtlns fixtures shall corrtaIn orgy hlgMeffkaey lamps.Fxw n:A dud spaceab umm�ditloned spaces such as°stew and cavil spaces shall be envelope.Such roams shall he sealed and ksuleted In accordance wind the air leakage tat shall not he required wheel duck and air handled ed located Issued for weatherempped and Insulated b a level equivalent te the Insulation on the envelope requireZ of Table N1102.1.Z where the wells,floore and ceilings entirely within the building thermal envelope.A written report of the results tthe surroun6ng sudaws.Avass shag be provided b.0 eq.lpm.M Nat prevent. shall meet a ndnimum of the basement wall R-vabe requirement.The door into test hall be signed by the party conducW g the test and previdod to the coda demag'mg or mmpmssing the insulation.A wood-framed w equivalent baffle or the room shall be hilly gasketed and any water Ones and dude In the room offldal. Construction mtewer k regkred b be provided contra Bose-fig Insulation le Inatagad,the purpose Insu ted In accordance wtth Section N1103.The combustion air dud slug be Typical o,I R R) wear 7R�1<1, 2. Closed CaU A Insulated where it passes through the condNgned space b a minimum t R•8. 18.Building framing cavldes shall not be used as duck or plenums. _ (2'xt pray Foam of which Is to pmwntthe loose-fin from Opining Into the Iiving space when the etd. Q aomse k opened,and b provide°pemaoM means t malmaimng the Installed 19.Mechanical System In Lauledon shall be capable g/carryIn fluids above 105' l Q R-Value of the loose-fig Insulation. -F pro gg lower R-21 5-12' Fl Baffise - F or below F with a mhlmhemh t R3lnvdation. - WIND-BORNE DEBRIS-PROTECTION NOTE TYPICAL INSULATION DETAIL N Window/Door Type (U)Factor S.H.G.C. Remarks Dales: Q Double Hung Wtndoml a.3o 0.30 8130,24 Bid Set Wrad-Borne Design PmleWw:Pmlectkm of exterior windows and glass mom in Q bdlding.located In wind-home debris regions ifwadOed on Bra cover sheet a.This table is base on 180 mph ultimate design wind speeds,Vut,, Q C°sementWnd°we g/L424 Issued tilt Construction shag be In amordame with wagon R3al.2.12 of the 20151ntsmadonal and a 33 rot mean of height 0.30 0.30 Resimnfial Code. TABLE R301.2.1.2. b.Fataned shall be Installed at opposing ends of the mod R1 WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE structural panel.Fasl am shall be located not less than l Intl, N Awning Wmdows 0.30 0.30 Protecdone d Openlos£xterior bu0d located in wiMborm FOR WOOD STRUCTURAL PANELS .,•� � typical calms Insulation Glazing wi d ryls ( ) from the edge.net pool. 3 dobrie regko tagmprofecled(sum wl,dbome debrie.Gbzad opening FASTENER SPACING c.Andhara shag (see insulation shedule) Q Hinged Doors penetrate the Tramsinto covering 0.30 0.30 pro Mac To.of ASTM E debris beg TM E h.18 6 a-,File of the Loge embedment ,be of not less then th Tr alms Into the building fame. D Mk.2.1 Test t he 2D E Item and ASTM id 1888 6o modified s door In Panels pan 4 al 8 Ft [ 301.21.21 o/hie 20151memebonal Residential Code.Gadga door glazed F.ateor Type 5 4 Ft <Panel Span<Panel Span Feetenere dug be located nodes.then 21?inches from hie U"vented ` SUdirg Doors 0.30 0.30 opening protection for windbome debris shag meetthe requirements of an 5 8 Ft 5 8 Ft egde of the ooncrew black orconcrete. Attie 77 id insulation or appnrved'snpada°daarg standard a,ANSUDASMA 115. No..wood scow based d.Pamak attached to masenry or masonry/stuom shall be attached aN-nd backer Skylight. WA WA each.,with 24nch 1S 10" a• using yforatlgmaa.sietent an having an ulfirrate wghdmml between each railer Exwotlon:Nbod structural panels with a thickness of not less than%e embedment length capadly of not leas than l,SW pound.. � inch and a span of not mod than 8 feet shall be permitted foropetng No.10 mod screw based protection.Panels stag be precut and attached to the framing surrounding No.10 with sere 1a• 12 e• G -If Air Berder Sealing is required,refer to air barrier&Installation schedule below. the openng cotaininB the product with the glazed opening.Panela Shan be :nchor with 2 n oh No. Dale Description preddlIed as required for to ancorage method and shag be secured with 1r4-Inh lag snow bawd O -See Typical Insulation Defogs,same sheet %o the ettwhm rat he'd-provlded.Attahmentbbepenmawm enhorwth2•lnh is. 1fi 1C Z �' osiorvdaislemd hardwaw povlmd and arrchom pemunerady inalol d w h or vft 4ndi r on Me building.AtzcMwntin accordance with TabkaR3012.12ispermimd gth AIR BARRIER&INSULATION INSTALLATION SCHEDULE 'TabteN1102.4.i.1(40Z4.1.1) Proposed for I aldmg.with a mean mof height of 45 feet or lose whom dw ultimate flat ooinngsamw _ design wind speed is 180 mph or less. (we plan) -- Component Air Barrier Cdteria Insulation Installation Criteria Residence y PLUMBING NOTES typicalademrwellInsa on A continuous air border shag be Installed In the budding envelope. Arye meeblo insuation halrat tea used see seefig-ladal. - - W1 (see msulefion schedule) typical hiding General Requimmenk Th.exleriorthannel envelope contains a mnfinmus air bane.Breaks wpints In 11N air barrier barrier shall be sealed, , 1.An plumbing work I.be Installed In eWd accordance with the 2020 The air barrier In any dropped wLngktfit shag be aligned with the The insutadw In any dropped wilingrmffit shall be aligned with air Residential Coda of NYS and kcal codes. Insulation and any tape In the airharrier waled. baniar. SIZE OF TRAPS FOR PLUMBING,FIXTURES:Table P3201.7 F2 2. shall elocatdPlumbing L.close sn.edbsirePerpendlwarbFloorJoin _ y C°IG"gIAt6° Access openings,drop dorm skim orkneawalldoomkumm�oihoned Fred & shell tar located es dose as efer t t e warning st gon b mafmaln lypkel se 11floor strucbdl Inbgriy dJaimte.Ra(er b the Tatung section of this el+eet Plumbing Flxkre Tdp size yslera Insukflon ettla spews shag tea waled. 3.Materials fro water supply and distribution systems,portables P29W.4, BatdlID(with or wUtrotshower head 1 10 (see con schedule) plywood sheathIng P290a.5 end P2908.8 of the 2020 Residential Code of NYS. end ror w(h4t r=.titrhb) i•:I The junction of the foundation cT plate WU be sealed. Cavities vrUhIn oomereeM headed of frame cootie ha0 be undated Donna semndHoar The junction of the lap plate and the top of exterior wage shag be by completely fnirg the cavity with°malarial having having°themul 4.Material.far draio,wasta.and vents,per tables P30021(1),P3002.2(2), Bidet 1.1/4' _ sealed. resistance of R3 per inch mimmum. P30022and P30O2.3 of the 2020 Residential Cod.of NYS. Clothes washer alendplpe 7 Walb Knw-Ile hall beao lud, Fragola S Ail exterior hose bibles are b be frot-proortype. Thai agbn onofevery skQ lap pkk 8shoa phlekexterior aheafhtmg ExkdwaMrmtemtope Month- for hamedwaAa"hal,heedinstalled Dishwasher(on sepadla trap) 1-1? hag tea-no nuousiy sealed In substantial comrtadend contloom aggnmem wNh the eIr heMer. 6.In areas prone,bfloodtope-tha,wane and vet systems shag be rimeter rim at round fowwd and instegadtepreyemtmllatlpn of floodwaters um the %°qr DmIn z amar�°aae 1775 Paint Pleasant Road Inatafign eaheawe) systems and discharges from the.yeleme into floodwater°. Kfthan Sink(on or two Imps,Wth orwithot Winders,skWghte The spew between wind shall be se led. end harmnB,and dishwasher and food waste d 1-1? 1 O Mattituck,NY 11952 7.In ewes prone b flooding,vente WO be located at or above the disposMWer) F4 and more skylights and iraMng hall be sealed. design flood elevatiom laundry Tub 1-1? S.AO plumbing fahue°to be Installed as per Gaptar27 of hie 20M LavatoryRlmJoisb Rim)oisk shag include hie alrbanier. Rim jock shag be insulated Jurisdiction Residential Cod.of NYS. 1-12 O ?II The air harder shag be Ineuh.W at any Floor Foaming cavity insulation shag has inst.Ued tomaInfa(n P.-..t Showor(bawd on the total How dto through W7 exposed edge of insulation contact with the underside of subBoordecking,or floor fre ing cavity 9.Vents: Imwartm.mand bodyapdys) Flood including insulation shall be permitted to be In contact with the lap ride of Town of Southold Roof Extenai.n(sect P31o3.1) flow rate: lypiwI ezfedor wag Insulation above garage and h-thhg,or contmous Insulation Installed on the unda,tde of floor open vet pipes that extend through s of hag be termIneted rat lase 5.7 gpm and less 1-1? (see Imuatl°"schedule) wn6laverad flood Taming;and extendehom the bofkm to the by of perimeter floor Suffolk County than 6Inh-above the rot orb'above the erltidpated sow acourtdlatem, mom than 5.7 Ulan up b 12.3 gpm 2 Tenting members wild-ts greater.Who.snood.b be used far assembly,ea a more than IZ3 gpm up to 25.8 Elam 3' promeodo,observation deck or sunbathing deck crfor similar purposes, mow than 25.8 gpm up b 55.8 Slam 4• :;7 Exposed cam,in wwe�d cavil spaces WO tea covered with a Ckse Wfiere provided instead of Insulation,loulatiu shag be Drawn By open cant pipe.shall terminal.not leas than 7 feet above the mot ryPEI,xw11-1 Crawl spew wage vapor retarder with owrfapping)ointe taped. permanentlsy attached to the crawl space wane. M.D. col first door Insuwtlgn(see Frost Closure fct P3103:4 w Insulation schedule) Ventextensiow through a roof or wall,shag be of law Nan 3Inhes in a y-sla?a l..ach n(see F1 Dudndif d peotrtbo,and flue shafts gpemrg b exterior or Checked By; insulamn sdred ) W1 Shaft,penetrations mproomditlanad apace shag tea waled. MAhL r0amelar.Any Increase In the dim piths vent shall be tam not lase than l fors inside the trammel envelope of the buMIng. first Boor E Bats In narrow shag be cut to,fit or narrow cavities shell be Jab N filled by nsubbon futon Installation readily oonfonns b the .liable o. 10.FortreP rims,sea table P3201.7 on plumbing der diagram --- -- -'y;"' No-Cavities cavity apace. 2412 Air sealing shag be provided between the garage end mndtoned Sheet Title perimeto ri let Geroge Separation spawn thr°B1gh°�Z%mr Rewased lightfld°ree lnskOed In to building thermal emrelope shall Recessed lightfidue°installed In the building thermal envelope shag Energy Notes (se ) Recessed fighting be sealed to the drywall. be air tight and IC rated. ~ � O Batt crsulationshag be cut me*to fit around wiring and pkmbingin -Insulation Sch. Plumbing and wiringsaneftr walls,or insulation Caton installation readity conforms to dryv2U wllarwsrg .,.%able.R.eha0edend behind piping and wiring. -Insulation Details for Om protection The air border Installed at exterior walls adjacentlo showers and tube Exterior wage adjacent b drowsm and tub.shell be insulated. ypcalsugarperireterweg 6owerMbonexledorwa0 ahegwpedk them hotheshoware and tuba - g insulation(pee k-lotion rah.) grade O EledricaUphone box on Tree elbartiarshe06e lrhtaged behind electrical arcommwiwfion W2 axlemrwells boxes.1W sated boxes shall be kteikd Sheet Number HVAC register book HVAC regitarbwa that penetrate bung thermal envelope shag be sealed to the°ubloor ordryw.g. ATypical Insulation Detail %Amn required tabe"I ad,mnce,W11aprinHere shah only be Gm2 waled in a man e,thatfa recommerxled by the nandaga.r. �_1y2„ '1,_O„ Concealed Sprinid- Caulking or other adhesive walanb shall not be used to fill wide between fire sprinkler cover paws and walk or wUings. PLUMBER RISER DIAGRAM Uedor Window and Door Specilications EXTERIOR DOORWNDOW SCHEDULE - MWrAmBecerlardoom am be'Aadamed 4005ades Model# Remarks Eatedor Malarial(we elevators) -Exterior Color.Black Vadee(cesing or frteae board) _Interior Color.White CELLAR -Origes 314-NO divided lite per elevations COt FWH50811APLR Y0 veil tNu rml Ye vml thra rco/ Typical Undarleyment -Glass:Low-E4 i.uleted glass ( ` Roof (types oA use ro L m E (tip.dl verb) L m e -Hardware:to be selected CX15-3 sore. Roof Typical Wall Sheathing -Inseceerea. M i c h a e l Typlwl Wall Insulation CO3 CXW15 (.a sore. Insulation schedule) Bathroom#3 _ Bathroom 94 Bathroom#5 FIRST FLOOR M a c r i n a _ i IrI' Cover Alum Flashing O Cbpayy canyo d9ge uttre SrIn 'r 'r fYa'0� �00-4 1 �''-1 3.0.1 I }-3°° r``1 tallg. gmdoor I=I' std 013vnArchitect _ 11 vritl TyvektaPe 101 Insulated wlMowdeW,n walnut lot garage door finish.High liftneksto be astl9Mto 2'd 1 ni I wnt I I ��!t I + t I I I pant y I boa a�ma 2 6 m nng as pare car. venter I 2°0-� I ` �2'0 Lift Master BSOOWwell mounted 97LMain Street Stony Brook MY 11790 Cover Wndow Flange 12'4Y wide k 12'-0' efectrlc operabppoans with My O wBl eM • vent 1 I Law �. I I vent I Lev. I I i laves I vent with Tyvektepe 102 tall garage door k^mnle°wtximelieant CoPrio to dre noes To w.G I I w.G I W.C. I phone. 6316BM585 1 I 1 �-Aluminum Cap Flashing I Scare 9exe 103 TW20410 small. MMacrina@MMArchltectAIA,mm Be.floor Slma w-rI I Be.Flaar A Sum.ddp rep fla ling A4.2 web. MMArchltectAlA.mm i I color to match trim color 104 OMIT teaeavavuv.WWertyor ma eddiro° .and ma ree�e eoedte a;�e xYa aY0 I rne�e rn;0 r3' I e u;° r2mie WndewH d NerssteX deuble swine cusmm aluminum Wsee mxm Infdnaamenle al Na cxnmgte mid dewgn keae Powder B arts I ale to (see schedule) .sing a 1os a°uwe 3e Wed— dmrto be selected,temp glass 1.ft`N°aat s.a t.1 0,a'1..."c°° ght 202.:: I Room 4'?e!l minimal expansion foam Ykhma moc ne Architect.Pb'AI d I:n m—d. Bathroom#1 J_r _ Kitchen Laundry __ Bathroom#2 Imulaton around windows +os oMlr i ap.,of #rkli.Im>enrt o°0°a`ord,neeio.` I} 30 T r'''r I ter`` B to7 TMI0410 'r 1x 0� 3 d1 1 vent 1 0 , 2'0 3"0 l A4.2 O Drawing Status: r'' �I V-4 vent I vent I I �t went a6 1 r^t i I vent }-,)5°P 1 p" vent prank I vent f08 TMI05103 (3)mulled,agrees -t i "�` I I 1 ' 1 �'•e k1 I I T Window Head Detail 109 FWOH2880AL temp.glees,Anderaen'A'Seriee I �. �.. I mate yp° Issued for 1 Tub p,G wG C.N. Wales N.G 1 6"_-t'-O"(half aoalxa) NersateX Score Aorm First Flr. S/4'k4°ode 110 TW210510 First Fir. r F.AI. C°Steg ae` TN210510 Construction :o;ie so 4r w;°eo;ia ate ate t° eta / Caslrg te be%elected 712 FVVG120804 temp•glass Cellar PPO0 / m ter miner oats oasis Stool below C 713 FW016080.4 tamp.glass C.O. / Typical wall Insulation NVERH8 all A4.2 0,0, / (sue Insulation schedule) (WVERHS02) �^ 114 FWGBOBOL tamp.glass / To Approved Dates: 1 4 pitch 4°r xa to 8onitery 6yslem 14 pI +° 115 FWG12080d temp.glees 8/9024 Bid Set Caller CBtlsr 923124 Issued for Consiructon �t�, Typical Window „6 FN�,20804 temp.oa. Plumber Riser Not to aoala Dia saD and a anfo Trim Detail TWt10410 Mje asshowm 3/4"=1-0" -11e TN2104,0 116 TW210410 temp.glass 120 TV,28410.2 (2)nulled,temp.glass • TYPICAL INTERIOR DETAILS minimal expamb"am 121 TW210410 temp.glass N N Imulation around vd down No. Date Descrlpllon Y 122 A21 Prrlekx Install S hlutar-Kardi DS walorpmofing Schu ar-Kew Kars-B 1T3 A21 membraneonagthreesldesacurb pprreformed,.amlass ( Proposed Schluter KerdFLlne drain ae.mbly mere ae raW Irod for Caslng CT) w 124 double 3e.W door double swing door to be.]acted to be selected by owner r--------- , =1tN-'rin%rsectmhs i I ` � Residence t?cement board Inslali Schluter-Korth DS waterproofing TYP•Wall Sheathng Sea nt -D 1 I 125 TW2104103 alone cap locateA-bin on under membrane flashing around drain flange I I door dab in the dosed M all showerwags 1 Typical Undahyment Windowuamb 'T _ i VVoshtion es shown on CoverwlrMow Fangs � 728 7y:Q704703 Porcelain tie over thlnsatmortar over- --- ------------- Tile Floor flm,plan with Timek tam (sae schedule) tV O Install Schluter-Kerdl DS Schhft,4(.rdi DS waterproofing membrane aver Schluter-Citra-XL uncoupling I Typical Siding 06 For wreterproming membrane -thm.tmorterover 2 � SECOND FLOOR on wags to cegmg -Schluter-Kerb to-doped shower tray over ' 2 4 - ever Sc na ov(erld sst morter Tile wood p �+ P over Sddutar-Kerdl D6 _ -tidnset rtmdarover waterproofine membrane Types Window Jamb Detail 11.E 201 TW21052-2 (2)mulled catchwean -plywood subfloor I 2 4 �'wood flmr Align � 2 4 6"_'1-0-(half acalo) �., Fred & _— O TW210510.2 (2)mulled,a9ra. WE MR—No o AW251 Donna inter Schluter-loft-Band.mere mthinsetstwagtofloorba.as per 314'plywood wbflmr/mnc.slab plywood subflmr 'Sound. out hour. manufacturer's spedficetions (seco dflocr under all loud fbare 204 AWL51 Frago a (.rend flow onty) TYPiC81 1Typical Shower Pan & Curb Detail _ Soft Flashing 2D5 N21 temp.gtees 1775 Point Pleasant Road 3 = o Typical Tile and 3M(8067)tap- O TN21D52 comes Mattituck,NY 11952 2 Wood Floor Detail 20T TVC1052 agrees Jurisdiction: 3"=V-O'• .)Mato expan on foam shim window as needed insulation arou windows Q M210523 (3)remise,egreae Town of Southold Exterior caulking(typical) steel d ® Suffolk County [W,4°exteriortrim blmldng VkAMow(ssesUrodme) TW21052.4 (4)mWed,ogre. board rat to cbe 210 TW21052 sore. Drawn By: Exterior —Typical exterior sheathing ve Wrap sill homing continuously Side Corwlndowbng°vnth onto sheathing.up each Jamb 211 FWG12080-0 tamp,glass M.D. soft Bashing and wa ersbpdam with sell flastdng Chocked By: fire of sill below waterstop —Sealant dam blocidg 272 TW21048.2 (2)mulled,tamp.class MA.M. Double T. structural post `Z 6 wndow Sip 213 A21 Job chin. (see plan) 6' Apron to 1/2'oro•Board Caning to be selected unloss noted be selected 2412 (typical) otherwi.on plan wrap structure with 114°reveal 214 c soft flashing piton m (typical) 2 6 Sheet TBIe window,Installation Typical Unaedaymaa ATTIC 1YFIat Poplar g, �,�,D Schedules to lea painted Typical Wet Sheathing SNm Spam AWd1 stationary Ime of stool belowTypical Siding ® AW251 Typical Wag lnsulaton Insulate Rough Opening (see imulaton schedule) ® AW251 Side ro d, t (�ePte^a — Typ. Door Jamb From ® A21 3 T ical Stud Pocket Detail Typ. Cased Opening Dtl. Perpendicular Wall Sheet Number: Yp Types Window Sill Detail � A21 3.._�._O.. 3-_�._O.. 3•'=1'-0' � (M1a19 scale) � A21 G=3 A21-3stavonary D FLOOR PLAN LEGEND AS.3 A6 2 PROPOSED ADDITION O NEW FRAMED WALLS t� TALLE ' Unexcavated R r yR WALL e a M ii C h�a ta' $ee 9hBet A3.1 fOf TIMBER STRAND STUDS M a c r ipn. foundaton plan. -l'• „. ABOVE SUBFLOOSOFFIT ABOVE/W AS.F. Arch iit�C I f7-11' CAST ET ABO ABOVE/ EXHAUST FAN(min.100 Cfm 10 b. EF 97 L Mein Street SmnY Brook NV 11790 __________ $ee sheet A3.t fOr vmbd m ezlenor) ❑ __________ `_. foundation plan. g,D, phone. 831 686-6585 <. Hardwired l inbrmmecbd email. MMacrina@MMArrh)IeMIA.com ---------- smoke dsbcmr —b. MMArchhectAlA.com •� 37°�' nrbon amonoxba dabctord c M. ., g e.._ Han1w A6.2 A6.2 p.•.•nt•a mlw fig•oanl b•lwowapd Inkno.n,a,l•of rns canapt•e.,a algn la.. TMmwabt O N x xta, e a l:epylgM pZt: Mldiee.e r»of o,a pa.may to,MUlbtt.a.M c•a t•n•_wE. ;•' ,G,z2{�7 T-� , lM•qr .dn•n ta•wt•f q•erd,ncr. ��RrJ�_EfJ Ltd Tow-Lnn.�SoM -r•-••,•rr-r,-,•'-� {�J�IlJlJi �slJzft1'_ .:-.- .... D S .. ..... ...... .. .... ... . .........: ....: ..,...... .,-.: .....,. . .:,.. _ NOTES rawing blue 5:- (wa*A Wen) Cakxm Nob: 1. See sheet G2 for insulation specifications. . Colurn 2. Install all smoke detectors throughout home as required by a the 2020 RCNYS,sect.R314 and noted on sheet G1. 6V-4' 3. Install all carbon monoxide detectors throughout home as Issued for cot required by the 2020 RCNYS and noted on sheet G1. Construction 17 Unfinished 4. Ali dimensions are taken to rough framing passivd, Cellar �J_Entire install Yi'drywall for *e 1t' ne fi protection ceiling for INTERIOR DETAIL NOTE sw foudasan pion q fire protection mraaa �.m See sheet G-3 for all typical interior details Deles: 7r-4• 8n0/24 Bid Set WINDOW/DOOR NOTE 9123/24 Issued for Conslrudion See sheet G-3 for window schedule. Zrt<4=}i27_ FOUNDATION PLAN NOTE i3Tft_Efi 251 K bwbwn.ea. mwbrll.eo.. Ce�.r.If1e�� • (w ad.Wen) _ (fw fh&WaM i. 7•r I mtaln CJL I a � �r R See sheet A3.0 for all structural information. 39-2• '2' Y_r S,-W— 25-21- • j" INTERIOR DOOR SCHEDULE steel or alum.Tedder to a --- Painted and ascurod In Size Remarks No Date Description :: � mundt,well Win min. �q.,:.,.;;.1,;.-.�.;.,.- .•. :.- r•,. ------ - Proled'. inside w th of 12',sh.1 ...r.:,:-.. - •..:, ..:•.: .'..:" .f.:'•0'.': i .._..,. �rof.d.min.of 3•fmm -----_ - ��nd°n'nba'p° Stair A53 1 ng t I te"oc ve fly gn Proposed for fuX heiart or wel a•l»n well.bove Vestibule sad R310.23.t of qa IRC D ; Residence A5.3 W,tall min. Iloorl^9 m ® steel or alum.ladd r.tea VVI C ainted aM secured 2 2 •i �ea widmlor,z.nan V �' (� 024, pro,e1 a min.of 3"from �E P 2 2 For II.nd a 11 be spaced n.of 16'bc ,1,.11y for fun height of yell as par . ,�• sec R3,0.2.3,oftlxlRC Fred & t8`'� SputttoldTOwn UP 2R A Board of Trustees Donna A5.1 lending a C (IC7) r `••• AS.t F dean E.P. E.P. -.. ..•.•.::-... ..,.:''r:,:-..t"�::;r-..:::,.,•.:.` r i,ri.. i• •,i m Aatls ,wol(lnemrwlba witll mir,snl •.,:fry:.;.;-.:.;:r;.�:: ::':;":;...;:.,.. ,i. r-r _ , .: ...e..... .,.. Fragola A/c Ina I I AID;IIIYI I I m unk I ar pud .... ... 1 •�.sass r:. .my. I �rni� 11 �n 1775 Point Pleasant Road ---- (----- ---- Mattituck,NY 11952 Unexcavated oorpsb Jurisdiction J If Unexcavated See sheet A3.1 for 3 foundation plan. a ywd.nm. Town of Southold See sheet A3.1 for caip � din(see G1) F.d boa d pe„a,b a re.tent Suffolk County foundation plan. wa d cell.pay foam ,R-14) Dr—B•d resi 1 M.D. 1Pmin.rpataeon wall boardm dudChocked By ('°°Wen) n) M.A.M. s a[1fi' Job N Wan) 2412 Stair Side Sheet Tree 'i --no— bondabon-11 Lower Level Plan Proposed Lower Level Plan db - ,bva, _ d/4"= T•_p'• ® baM1lab W.slaGsd fbodng m be sel•cbd Wan rl.m _ • �t Sheet Number. E Typical Interior Typical Exterior A5.2 A53 2 Cellar Wall Detail 1 Cellar Wall Detail /2..= 3._o.. 3/2..= 3._o.. A2,1 �.-6. ______________________________________ ______ g• ff-0• s'g e-lr 3g-e -------------------------------------- ----- PLAN KEY NOTES ------- ----------------- a'-6' 3'-6• �-C Y-6}• 9-S}' 9-S}• 9-I• 19-5}• g'_0• - Custom shower wM. I _i ❑A -Cullom tempe,,ed ghee ancbaxe. and See Sheet s mom of door I i Ormew -Tie-1threetm orbrowrsa,6,onr*.rdiDSweep o06, fl21 A2.4for ; ' 4—tray owru,inmtmorbroasgywoodwbnoorm~ced patio plan. t,s ; ; imteP dby menubrdvne epeo w.1-eppmved web,iP—f C house pen eymm(ses MteN'1'on eMet C-3) D As.2 ----- -' --- , I -Ttpb 2"x4•curb M i c h a e 1 i I � I —e a- tM wets,supply beer fm,A53 r v the . gr ehwe arse b o 1n 78 I I See Sheet ,: b shower head b the pennnem stn,ct,n. A2.4 for i7 Shower b be a.Ppsd w P.—bell—.—I valww Ma c r i n Ga „ s} patio plan. s°rmWabbe�eowrK PemeMeo.b. -Shower seat It 5'tall where shown m Plena). Architcact ','�•' .•.,, * ; i Q O Free Standing B.It": 97 L Main Street SYx1Y&°ok NV 11790 117 '• _ I I I - -3e`x7T tub bWsebWd 42'wide x 24•desp x 3r tall worry w.tn Me,one.ids. phone. 631 686-6585 2 Bedroom#1 Kitchen ; Ass t © Co.lopba..b°lea by owner email. MMacrina®MMArchiteclAIA.win 4• web. MMArchite AJA.00m b i O (S)11•deep wood Mahe b be pa,Med apace ehelves equelY , m... mv ws v,.trvmml er...,..w�4 a. ba selecbd I in:rY�9wn�t.of m.oo mi.md�a.lyn n.oa _ -- 1,3 112 , O (1)1nwM shetl set6B•ebow finbhed Moor b Ue'Nnwt ut�t of tMei.�[aprgni zsei. 1 •3" • -_—___----- __.-_. _ _-____.--_ I end nd M2•Wbw MeM ^knW o Mcnhr:L Mridtb nemwe. 1w . ��' e— _~ § be egresee4 wlltm canemt of Ue ecnlle<t. b j Pert a Ue pme may M rePraeuuE MUwI I S}• I H ❑ 4e'wide x 2P deep x W tag wnily,with Eger one side. 15'-I• _ .24" 4C 0• S•-0• 22'-6}• 15'-1• i 3 Caunbr by to be sblsbd by owner tl.w. Drawing Status: FLOOR PLAN LEGEND I 'I b Lrylnn ; PROPOSED ADDITION Issued f o r ® , •7 48'wrde 1,,1.b Sae 119 4 O P MW i i Room n -1. d.Installed ' ` Den e ' ; •,"� NEW FRAMED WALLS — ' O CeSed epehkl '' Uro gh chtmnuP n I , O n Casw o----p- ab. IsbrW ;I - ey as l I TALLER I LOWER WALL w z __________ \ ,, • ® per menW.specs. se�tad i i (nkrpe w,l'orM) Constructi i 3 7 _. Hall m ' ' T,MBERSTRAND STUDS — _ I ABOVE SUBFLOOR �AA..S.S.FF..; CH. i i R' TO'-2}• 24}• IS•-1• i SOFFm ABOVE/WALL [:Ls�L/rCl De+ea: it loan D n 1'-8• ��• b 11'-g' 3}'� S}• i i E CABINET ABOVE �?_-d_d B iT'Ie1 w1-;!r. 8 I' •Ti' 7,0 HR.�. 3 tub .web alone i°I seat 1 er3024 Old Set 17 '��. ❑ - oaP V.a 1 - . 4 9SCg'rat 3D'we1 bs os4 Perse9_e -� t 1 ; EXHAUST FAN(min.100 dm b a ■ 11 hower •ram' lv wen _ _ Zr ' I vmbdb axbtot) 9/23/24 Issued for Construction 120 2 • __ _ - _ _ 4 6-C }' Wlk-In . a I * �Mrdkwe rdWeb/ubO weropnrxfcted Beftlin ttl + A W.I.C. Pantry Hal ; .• ao A ; Ha awns/k r Dora.tad " ❑ > _ f_ P_.` Hall t® 'P ; P.bonmongxaaebPbr AM i I >^I /a-r-,• .nL �. '°' �'-� � O 1E•deep +0'-+,. hL >; be eei ced�l _ _ ®I •• r Bathmt.S2 ' 10B Tnemwmt T -----------}I---- ----- - - • , • _1;. ,]. M c,etl •IelVea S}' - ii a of ro —+ r-,c 2 0_1, 9_ rile— do. - - NOTES y `°I _ O� f ' a 121 �._ 'T .'i.. b I3,_I• 22}• ® -/'~ la-3}• No. Date Descnp0on -- T 1` r of Stab n MUd- - 1 5}' Y 1. See sheet G-2 for insulation specifications. -4 122 -�- -- .m Room E 0 - --- -- I txebw suDfloor � , 0 "gib Ass •__ � 2. Instatl all smoke detectors throughout home as required by pfO�ta ___ h -- 3 m Foyer - ' the 2020 RCNVS,led.R314 and noted on sheet Cr1. _ Proposed 7 3. Instal all carbon monoxide detectors throughout home as+� i. ,R p p - 6, - - sb^t's S}• 4 5}• 5�• required by the 2020 RCNYS and noted on sheet G-1. Residence ICe a 4 i • 9'-1• ' S'-0• IS•-1' D �2E Laundry are a en o rough framing Room Stud 4 Apdimensions taken t 1., - nlfa,a b sods 10'-1' .ht ® a .• Room a ® INTERIOR DETAIL NOTE For $ I �+ w.m a A r�B�' \("J� See sheet G-3 for all typical interior details 124 x b d q s d Y"C��1 — A0.v, Fred & i �._Y �• _ - }- �• g_0. "2 mow: rb ,� •i wINDOWro00R NOTE Donna vat H �, 07 See sheet G-3 for window schedule. Fragola w.doPr ' ; - - ; STRUCTURAL PLAN NOTE 1775 Point Pleasant Road >` forllsnae ; Two-Car , Frwms ewwtwo .2I.n see Sheet Garage ek ft mfirmaow ato plan. r Mattituck,NY 11952 ^ 1 —�— •=" I asemndtlow patio plan See sheet A3.2 for all structural information. I-W heat detection rated fPr exlarbr § I - (was Yueku.l pleat) . tempenturea n garage b be metalled ' Jurisdiction an per m-0—mfs epedficeli— -1 .. 1•>,m1 -_ ' -'--' b INTERIOR DOOR SCHEDULE R GARAGE DRYWALL NOT i �' i--� �_ ' Town of Southold _ - � __ ___________ b nxbu(1)byerdsNB typ.x Size Remarks Suffolk County 7 ® I and a nainwa bdwNb psurn li —di FIRST FLOOR S E P 2 2024 § 0 32-.W 314 hr.fin rated swig doo By Y,e-10'dg. I with sag d—b N rI-W Drawn Ibipfdwdas ; M.D. , I O 30`zB8• swirl door i Checked 6Y ' i O double 24'x98' double owing door --_______ .1SWIM M.A.M. ___ _______________________� '2 /yam 29-1• 120 vwaa ®3e'11e4' looker door Job Na. 3&•x9B• swing door 7 � 2412 I Pro osi d First Floo Plan ® ©�98 >wgd Sheet Tide: 1 "`" -0" 305W win""°gtl°°r First Floor Plan a- i O 161dg3' g doo r b I I O 30'.W awing door I 101 ' E doubt 24•v86 doubt swing gbse doors h mil' 11 doubt 24•x96 double swing gNm doom m C .xw 1@ 1®37xBS caving dew PeaM,lee d Iei� mew e/eg,dA �» al•udoe aWu eeldy ® Sheer Number19 1 30'xBB• moving door 4'-6• 2•-e' 7'-0' Y-0' S'_0' S'-0' 10'-6' 6'-11}• V-6------ Y_6}• 8'-0' Ron— Pocket door A2,2 Ig• Y-0' 14'-0' 16'-0• 26'_g}• 1S'-6}• ewi g door 8'6• 30'_O• 42'-0' PLAN KEY NOTES Cullom Shower wily: 10-0' 1i'-11' 36'-8}• -. _ _-_ _ ._ -_-_-. A❑ -Custom temPerod pteea endowro. -Tile over th,neat mortar aver Sd,ta,1(eM,IDS waterproofing 4'-0' 9'_5j• g•_53• q'_1' ,g'_,3}' fr-0' memteana over thin set mo eater ow,scnluler ,J,Pn ,Pad .- ------- ------------ "'[ [ aeba.. e1.Maw Nowedloymesr Nmeat mo�r�oD ro plywo BlNbormbe Insbled b WacWne. Nara d weterproot del �, Pen system(sea debit 1 on sheet G3) h pQ d olds r it m and s, i -TnPM 2.4'wrb M C■ ■ G' C 2C G ,4'_„'red d.dl 24• 2 -Sewn tM web,supply near from M Mroear alv.w tine shower Mee m me Permanent eh,emn. /� ahawar m be equipped i h P aaeun b.bnn eon6nl vaN... M G�G r i n TypkN Roof Male CwMV,cpon _- T.C.lue -Sunourd m be tM of.e' men boeM. Q-6hower-at(18'bYx1e'deepwh.nsrownonplans). Arch itect 5!4•D.ckhp W G selected set level Fne Sbroig BethWb' vac bP.n d 2. P.T.SleeParo st Ices _ B 97 L Main Street Smny Brooh NY 11790 owr pitched EPDM Roofing System _ _ 3S'pwnl ❑ -3e•x72 Wb m be selocbE owr Pdd ed 3M cox P y.sh..adnp Roof Deck t e g ro O0d° over tapered floor joiW at 18'oc ® �l throe eases (plkh to a.Wppero a shown) (2)38'wide x 24'tleaP x 76'W surely Wfh{2 surds dressing (sea dehi earna Nest) 27t © oounbr whh NMr each side courtertopm Gesbcbtl by awns email. MMacne nne®MMArchltectAIAmm ❑ (1)14"deep Nett set W.bova rnbhed floor web, MMArchlleclAlA.com �. Fr .ro mete)rotl eat?below etwM pdummea.m w.tnnr.nt.r w+e.and en even,or the er.'naarc A5.2 i i s A5.2 O (5)1 Y deep wood sheNes m be Pai ok apece sMMs equally M.Nlam.mt.of N.r. .,, .1 4.Npn low. I Bedroom 210 ulaeN uwiw 4.rA1.1- w. a ono.2—: M! r r ^o N.NNxt.at�t al 1. le..CapY.gnt]ate: n Pert a.r�m.m�y eat r.oroa c.4rormwi I #2a� 42 vAOe x 24'deg x 38'log vanity wior Nbr each side tn..v.o.. 1Mn c ..ri a ln.sm tact. O •jr' O -',�•, r" F❑ Counter lop m be eal.cled by owns. wtd. 24'deep x 38'mu sun ty wily fill.,each aid. Drawing Slefuc. i i ® 1 T 0 Courts,mP m be-Meted by awror. y 'Z• 9'-61' - ,e-o• 18'-2�' a' 207 l8SS88 C _ _ FLOOR PLAN LEGEND 0 m 8 Bedroom#3 Issued for Loft '' O PROPOSED ADDITION Construction NEW FRAMED WALLS y it • ga - TALLER to b r M)WALL or 2M Q Tile Fir. O 3'-141 C-Y T ABOVE SUBFLOOR A.S.F. r OSOFFIT ABOVE/WALL Dales: T 68tttfm. ________ Id CABINET ABOVE 7 BM24 Bld Set ,•-�, ROORI O -.. Snack c9 i 9-1' .ht. E 9 }, y Bar _- b... - ❑ T O "fir O EXHAUST FAN(rn 100 oh be - S �_- wmedm.xtenor) . 9/2324 Iscuetl 1w - - •'-rev am lobe ed i-' 10-Y T-5,�' ! ~ ,e HHrdvnred l intermrmacbd t r atlMrs '3S'fo"r2_' !•!�_°P�"�'9__-___ 3'0� e'• 7 ' kedetector b 5�' b IR Y Bathe Fir. O '$ aM. 20' 11'-2�' +— '3t' ---'{ .xr T + ® _ ❑ � Tile Flr. HaMw;r.dlinbroonn.aed _ ____ I an f u� en {•_l• cadwn monoxide a.tecm, shower m (� a® nkt d Balcony h+ - hema.b< p Lj ❑E �" +® 3S tel gu.rd P��ath 9C NOTES No. Data Desc 1ptlon m rolungm code o ' _.- '; zr® F Project - - -------.- sa ,. See sheet G2 for insulation specifications. well below —6-i 4 g- 7C red by Proposed Ethe 2020 RCNYS,sect.R314 antl n{{ A5.3 Bedroom#4 doT.d esidence Attle »' » &-9Y2'A.S.F. y 3. Install al carbon monoxide detectors throughout hole asmrequired by the 2020 RCNYS and noted on sheet G1. ot tea..Miles 4. All dimensions ere taken to rough framing For 1 .1 (2�a at ,� INTERIOR DETAIL NOTE-,.a.r. e ; Fred & » See sheet G-3 for all typical interiordetails- - - AS., Donna I 202 dC WINDOW/DOOR NOTE - -'----- --- - Fragola N 201 ape See sheet G-3 for window schedule. 1775 Point Pleasant Road News STRUCTURAL PLAN NOTE Mattituck,NY 11952 Frame these two wale ,{S Juded'Icoon wrth 2.8•mucr iam,ei S E P 2 4 2024 Set sheet A3.3 for all structural information. from trot floor subloor to second%or Frio(see Town of Southold structural PMn) ® INFERIOR DOOR SCHEDULE Suffolk $Outhold Town Size Remarks Board of Trtabeesi Drawn -SMOND FLOOR M.D. �• O 3(rAm- w.irp door Checked By of.yq.e aW d sirdea aM Buidinq 9dNq mia,06.w rtlgs Paper O 30',B4' swing door M.A.M. e Job No. g'-Q" 9'-0' T-0' Y-s�' / O 32xB4' swing door �i.� / 2412 W ,r84' ' 26'- 1i'-0' 14'- 4'-S• 24' EE.,P.g31. double 21' doubts awing door Sheaf This: • Rpoing \ / O 32'ffi4' swing door W. \ © xa4• awing door Second Fir. Plan 85-'2• 3/4'P.T. 6 Ply. i� O double 3mxB4 double swing door R,Pped \ ©37xB4' swing door Proposed Second Floor Plan ® 2F rd^gT a) 3(,S4. ,w�doar --- - vie.-1•-10" 30-.84• .wing doo, -. Deta i I r>.rod da ck 20•�4 awing door Sheol Number 2r.W ewi.wirpng door A2,3 A5.2 A5.3 Q 24'xB1' door e7-a `-` �iranrp 4• patio flo��hueing FLOOR PLAN LEGEND Pella s• 2a'-d' 9 g B� p ��1 'roarf hamN E �,arPd(tYRb 7�N b,aa.pp.4b PROPOSED ADDITION AG3 P.T. C �Y.OP.d(tYPb �� • • • NEW FRAMED WALLS __ ______________________ _ . dl1YP) Ae.3 bwMrntlov.(w Muo.pWl) ■ • _ ___ __________________________ _______ "7{'r TALLER/LOWER WALL '�r M ii c, (raa.rm..lbre) Y V —_- - Outdoor i davm,R_ - ; 0 s 1x --- a c r i n a l •,'�'� am a eeNchA •I I •i ABOVE SUBFLOOR A.S.AS.F. •�. ` ,�I i Patio#3 + i .s down 5" x' Kitchen i I �• SOFFIT ABOVE/WALL Arch i t e ct ?t 5 8 CABINET ABOVE T r�ro E r 7»akg b Covered w$ Patio#2 # I m W esMcbd b I i "r EXHAUST FAN(min.100 dm b 0e ® 97 L Main Street Stony Brook NY 11790 1 I dawns Uncovered a .'-I p. T.aw wantwm.ibe or) Patio l 4�.0 7 mn...baw =1 so. -------------- -------------- 7tlldc Sf7ps to I beef � H.�rMAnd/IM.Iwnrocbd � ewle, 831 a8665&5 ,,4• au.rrl.nw.l. b - -e - k.d.t.emr all. MMamna0MMArchitectAIA.com pw mind.bbn m � _ l i peerePleia m ua coneo�ucE.d rl I Herdwirad/rishu macmd CK web. MMArchltectAJA. RCN S.Ma ntem ell Q fired dkmn.bm l C. p arbor,morodW d.lecmr u...a�w.ww.rir of q.wd•rtw•+c.me>. 1 1 cl.ar.nac m wmW,tWe InMns.n.,t.of U.—c".ar.aaan awe c _ 77-2}• Y-p• l ; Inmingasr;,J,a consult 1 ; � Th.rna.bt Basal same-i;�aa«�cc-yi�c°rb �^ horn 4lant re bin C..or dawns i ; Wised Hearth. y� B u.:on a 1M pitt maY e.at w ftq •' A6.1 7 �Y of .rltt.n com.nt of q.walll.cl. ' I I -- I NOTES D,.Whg Slema downs 7S i l 3e•me min. - -- 1. See sheet G2 for insulation specifications. tnoena m was !'tb•P4 Opiate •T* 2. Install all smoke detectors throughout home as required i 1 the 2020 RCNYS,sect.R314 and noted on sheet G-1. 4'-4� f° °'' Issued for 1 1 3fi"till min. l ._.' 3. Install all Carbon monoxide detectors throughout horde as aing�op i i i ll i 9 .s required by the 2020 RCNYS and noted on sheet G1. Construction mood. I , i �i ' •� 4. All dimensions are taken to rough Naming lantlbg LJUJ ■■ - Wbw ;�s l I l j ' WINDOW/DOOR NOTE Det— t 71hick y(r - -- {l See sheet - r window schedule. B/30/24 Bid Se _ I I I I l l S h tG3fo dt bp. ._ �/ .:� l l ll18'bP.T e/23/24 Issued for one Ctructbn _ _____- _ _ STRUCTURAL PLAN NOTE - _ ----------- l See sheet A3.2 for all structural information. 11 II 11 ll l; I No. Date Deacnpnon I 1 alum gram wv.rm l>• pL _ -- - ---------- ----------------- downs l 4 n' , halm: Nd door Ulat na beWe e wa. � _ Proposed r.eQ R0.4 - Residence T ak.� For 1 -- --_- 1 --- .— .6a .tone I 1 - .lum gret.weer m be Fred & with a 3t car, 1 _ doorom Can ba removable I ohYLL"_-JII 1 _ p.r.e�R3104 of the IRC I Donna 1 l q ___ A6, Fragola - - - 1775 Point Pleasant Road j Mattituck,NY 11952 '¢ NC xtit 7AIC.14 Jurisdiction ' _I --CpOowtednr�be�_ I� - �� Y� Town of Southold Suffolk County P.T. 11 iI i I I Orewn By _.. -T w aoim.Wrl _- J M.D. rCEVEcne4teeM.A.M.= doeNu rthack 241$ 1 >W,�,, 2024 Sheet e }— ------------------------------� l `-7, rnt13,a en door Porch/Patio Plan I patio roe#hambg I $outt►o1d Town l 27'_tk 01w d ofTnistees l poll.floor haniN _ Proposed Patio Plan l pbn roM E A2,4 C A5.3 A61 As.3 Ie• 8'-0�'_________r__ 15'-2�• - - eo,--10 A5.z ;..• ' ' I ; - ---------------- - - --------}----Ii FOaUNDATIO N PLAN LEGEND ---------------- 19'-r --- -------- ________________________________________ �S ___ __------ _--------------------------------------_______----_------- —__—_-___---__ ___ ____ min(2px6 unless noted m�se-Ware r_--------------------------------------------------------------------------------------------- ----------------------------------------------- See sheet A3.1 for TECO=INSTALL SIMPSON STRONG patio foundat on plan. _ ( TIE JOIST HANGER M i c 1"1 a e 1 ---------------- ------------------- I " i i t I _:w.. ..`. ........:... --_______Y___l , On Fool)ng N—Fndetlon Wall : b I 1 b I - ' � ________ i toPofwd9l0'•o") ______—_—____ rt o h iO 17'-11• ' I I Lower To of WaO --- —---------- ------------_ 4 6 (..Plan) } 1 Arc ----•. .•M• _ 87 L Maln SVeat Stony Brook NV 11790 ____________ .,.___----------J t--------r:; i See sheetA3.1 for j Q Dropped bottom of tooling phone. 631686-6585 --------- y ' -i I ; patio foundation plan. I , •i , ,10, `'1 ___ small. MMaalna@MMArchltectAIA.com _ I I " ' m JJ'-1.�• i f 7'-6�• �4• rp . A5.2 II'1I I'' eth-df 0•'1' �>..�:•:• ,1l beem ,,I j r-___ Ii;,,I III A5g.2 � � ThPtNorle d:u,m•mad tt e fnYuae nanaamla+•t Ym mmOaeersaan t m o arx Ame n asDe c l ro 17'-0• NwZurod conceals m pin, an nWoaa too.c flo f na:Ihbimpeaul+ctDaikk•e rro dhcro hsl.m aletl2aate4arncv to4eeau ddtes T-6• -�' 2 m 24 6•ildex 4' De Symbol IV to above ____________ __J epof theW11,be J at- R Foot[ *no a"ud m confcngat•ad dy Yorey pocket _ (3)1WY1t%•M m ' •. ----..r ••.' _______________________ i d i *. stfrom ____________________________ , Required Ha _I Re W Down r m,... , st strove m __� I ; Location(see detail) Drawing Status I I ' TOD aIW r 1 ; I I m I .• 6bo a typ'cal lv"d column and cat column end footing underpoal column end ' i i I Post From Move rooting from above tooting i _ 10• I - I ' rx10'P.T. 1 'buckddea ; m$ 1�,d ; � ; - Issued for N7E , ;.o`•I ' i aMmP fi 1 g �� i ' Unfinished ' i I UTILITY SERVICE NOTE �► € I nil Cellar ' j General Contractor Shall Locate&Stake Construction 11 11 8 'Q ' -,r d9.hn m ( ., o. ; I Out All Exisfg Utilities Pdor to Any r'--- '-- , e to a Za * I ; I Excavation.The Utilities Shown on Plan as To orwan ' LL' are Approximate Locations Only. q m -$ ° 184 :` i_ _ -_ L,—tiro botom x L_ _________J �I c 60'xW44• 6(•x6o*lw 6• 4'-8• , :• I of foogn d ore •v b T lsll a hotin9 lsM a hogng I _ ;n I 4'-0• I :�! i ^" ablg tf�s CI `� x�e'edi Y o...hau y I •�y i Dates: __J ooal , Mampacket I NOTE TO FRAMER ---------- typlpl column •� m',din deep Els pll I 14• I ; 8r3024 Bid Set end hating nil I ' I I r------� r_. footing e'-s�• f4'-a° ts'-1' 36'x36'x16• Framer to coordinate all toilet,tub and shower 923rz4 Issuedtor constructlon 6'-6• d-6• B'-6' 9-6' 7'-s}• din P.o drain locations and not place any floor joists in post from ' ' ' 'btOOeam9 eckaai those locations to allowenou h s ace for g I i to' --------- Post as°ve czJ poserom i wmapbatr lumber to make theircenneLionp •I j I well I '•- ___ _ W14Lie __- above - - -.�- W,448 hwe oc each wayce p I I I IJ •� OJ-001 sae IoTrn •I detau'lron I I ' 1 ant A3.7) ds�fA37)n I I ^ L____7 —to'-s'1 tl� ; Top of Foundation Datum a ; L lase r 1; �—� boyar tyWeal tyP,eal bo car column ' et vee i hove e 4'TJI-360 F.J.j " :,.-.` at 18°ac I wWmn g" column end nd fcogng past. , O 5'-4' I .:,-,.: ' (at L------- - hogrg ;e rooMg under Post above I I II ---------- -, ^�^> 11 aboxe ,vx,4•M I I 0'-0"(Datum)=el.27.0 I I r-0• 5-3• 20'-9y . heads— 44_J�• I •'av To of Wall Ip•1 .r I ti,•, _______ 4•x4•x�°HSS �posthom 4'x4•xsn HSS o Bowe a° I -[ , L____� L_-__ General Contractor to field verify if an I 1 E )j column ror alcove to L—__—� ' I I L--------------- _ ---------------------------------------------------- LL m 1i l ,I' mesa two ' rheas two 1 - adjustment is to be made t0 the top of No. Data Description A. _ Wcotiare locations ^ :••- "',- i � =:tt,i•:��•).' %':a;:• =:•�:.'.'�' •z-t::%:::'�� " S;1 I i sly i r__—u. foundation elevation to provide proper drainage ------ - I i; +� ' I _ 'I i ' m • " t:8 �- i i-� '' pitch around foundation. Pro)ect: o ___ ,., �____ _____ ____________—___________ _ _____� is , ,a„ III '� ' � yl 2 I � I 2 To of Wall -T• .f Wag �' 6 I 6 o $ u i •' to �� i Proposed �i Sli leyI,� A53 , �, i E Foutdation Detail Note ReSldenCe 5.1 , :, wineaw 1 ' 7 See sheet A3.7 for all D 10•I roller _• ,10' I sop u h J wen I ,`� ; L,�e I II a �'ne I' foundation plan details. ------= I , . I ae ¢ I ' I :_s r: �I s ------' 9• {I 2•x10'P.T. I ; ' ' Ta of Wan - - - For '-•t c 1 t I / ` II 19 I I buekan4eldea , I I , dom4" -- FOUNDATION NOTES, 6'-1' 19'-1�' •`3 I I i 2I� j ladder �j _�� ; I ,; ,f 1 1° 1 6�, to•I `': to •Double All Floor Joists Under Parallel Fred & r , - , , 28-9• ta- d A 1 , tg• j 1 _ J r------ Walls Above Unless Noted Otherwise. li'21�•x14• 'I II:• -.:is+:`:T.;..." „ e}., I A5.7 ro orwan j I s e ; �() ---- ___ _______ ___ __'______ •Utilize Steal Shims Only Under All Girders. O n n a I 1 Maul Made - - D �°_—__ ___________ _____________ oT0Pe71- I ,�8 I ';•;�:� •{N,,: - _ I ; ; °' ' ; •Wrap all wood gifders that sit in a beam I II ga I. ___ __ _• �— _ • r , , , • pocket lerwithlce&watershield Fragola j ----- < 1'--- --- - ----------- i W 1 Arc unit A/c unit ac unit P P ro o�emn b - n =f ro of Nkn ; '• ; ahova i I above j ; above I 8• soft flashing to prevent direct contact with t - _ r-- _ 1775 Point Pleasant Road seatdownr I jI 12' Mattituck,NY 11952 concrete.2Il ac nrt 1 110 I > boys 0 i i •See sheet A3.7 for all foundation plan I L_____ t InslsniCb end wdlsr I I I •1 I GARAGE SLAB i Yr 1 Unexcavated shierdunaadaymanr > I ; details and specifications. Jurisdiction: n ' ' r; I over plywood ehaeth I I • j i :•' ' Prior to pouring slab 117 ; � '6• _ i '•; i 4'Thick Poured Concrete Slab r ' 'C'ZI Town of Southold x.• (3500psi)wr 6x8 RtO Welded I ;. 9 z6'- I Concrete Header Schedule: Mesh Lapped m n. fn. ' - 1--__ ____—__----_ ___—__----__ ---_ __________-; I Suffolk County ------------ - full meah8 d rat _ ' I at top&bottom with fYJ stlnu t8'oo. •f"ro — 10"wide x 19 ten Mader with(2 C6 robaro 48"ccover4'iNc base ' - - I ) 1 r a ' I .'- slo hp of cheek__i l saw, ' •^ —________�I—�i' ' T -f--- __' r I _ p mum or l7 Drewn By: u'9sex s fd adios, I Extend top 8hotlom mbara MN I Prot Slab To N Doors e ' ' S E P 2�2� each tide of hearing. n�k� Mn.of 1/8'par hat �; � 9 i doom r , `v 7 •�* i Appm.'slab area=895 e.}. •i 1 ; ,• �- r 6 By Ta afwan 1 CELLAR SLAB'NOTE. o c' UNEXCAVATED NOTE:`- ' :`•• i I = ' >R "thick poured concrete stab(3,600 pal)with ' a 9 Fill and tamp in 6"lifts for a 4"thick x6#W4.ONV4.0 welded wire mesh lapped a Job No. i •? ; hohi" �' poured concrete reinforced slab with `� Id Wn In,of one full mesh and wired together at 48" 2412 47 #4 at 12"oc each way,over clean sand Board T c,Installed vyith'Haala'SM100 mesh chairs stea over 4•'(3/4")crushed bluestone,all y optional)over'Stage Wrap'vapor barrier over Sheet Title: o'I j I •g compacted to 95%relative density. 6"thick layer of%4"crushed bluestone.I 4 E Foundation Plan ta'-o' 1<'-<• Ito- As,s Install a lfT Premolded Expansion JoiMat Perim°ter, ro ofwav ro of Wall ' i (slab area=approx.2,802 s.f,) �I3 own2a 0�' I .. i Propos _ L--------- ------- -- ----------- Proposed Foundation Plan 1 Y____ ________—o _i �3 Q To o1Wan plan roM - b _ downz4' 27-,I s-l0}' TYP-COLUMN&FOOTING: 0 t 3 , L_________________ ________—____J , • Sheet Number: c q I HSS 3Y2"dia.xV Steel Column on 42 x42"x18" Ag.2 L__________ ____________________________ - tall(unless noted otherwise on plan)Poured 3 Concrete Footing w/#4 rebars.7 7"oc E.W. A3,0 t• t0'-s'm.o. '• t- 1z'-6'm.o. 7• (see details sheaf A3.7) 18' 7'-Cr 14'-0• IS! 26'-5, 15'-6�• 80'-6' FOUNDATION PLAN LEGEND STRUCTURAL POST min.(2)2ae unless noted otherwise on pans i TECO=INSTALL SIMP60N STRONG TIE JOIST HANGER ,`/'A ii h^�' New Foundation Wan -------------- Q On Footing i..:1i.; M a c r i n a UNEXCAVATEDNOTE Fill and tamp in 6"lifts for a 4"thick Lo—,Tap ofYW9 Architect poured concrete reinforced slab with (sae plan) -------------- I #4 at 12"oc each way,over clean sand 97 L Main Street Stony Brook NY_11790 As.3 As.z over 4"(3/4')crushed bluestone,all compacted to 95%relative density. Dropped bottom effootins phone. 631 686fi585 ema9. MManlna@MMArchhectAIA rn 82'-T web. MMAmhlteciAJA.com 4'-4• 1 55'-4• 20r-8' 20' FNow cotln oared Concrete mope a�.4 orwwiY of u:ara,n�a rend are T-1 9 InMn9�nmt.pf tln a.11 pnd dedan ld.ae 10• 7� To of Wan 7� Ta of wan Qo tneterunmt mtmt or�'eheelc.�'6oap�snt aaii NI had Naedna NNllttl,ya.WI to n.ernd, down r ___________—_____ ______________aw"r Demn Symtrol ne Pert o/Up plane moY ba aced rlmwt r - - --------------- 2 2 en.e.pneeea.nIt. emeentro'°`i I. -1t-L ____—_____________________ __________ __� —---------- ____________________________ Required Haut Dovm ____________— _______________________—____________________ .-. -4111 - - -. ______—___ - _ I 18• Location(roe detan Drawing Status: m_------------------------—------------—----— ___ ________________ _ ti 7� 51, Post From Above ________—____ _ 15'-2�• 19'-Y 19'-10:�' 18'-10�• '20• ,o concrete I - ng' I landing I ,8• tl� x To ofsleb ceal 8 •i I i b Gleove I I down x ; To o1wa9 1O To ofelab�eat ---� UTILITY SERVICE NOTE Clssued for r'•- ts'-2}• g i ' i i 12"tall footing *• ,6' I under fireplace General Contractor Shall Locate&Stake onstructlon r-----• :, •,••_•, - ; I I •i I I I Out All E)dsfg Utilities Prior to Any wmpacmd clean ` .� -- ---------------------- --------� i i -' •i t' Excavation.The Utilities Shown on Plan eaM anderedb I I--P--g•1 r 10' I I I _ I are Approximate Locations Only. b I24"sonatube to ; ; I I ,_____ . a: ; r 24"sonatube to 24"sonatube to support slab matny below i i support slab support slab t.l e Foundation Detail Note:: Dates: m a s' ' I sraona Bid set As.z o '�"�� ' ,•• 1 ; 39-` • 8• A52 See sheet A3.7 for all arz3rza )slued for Conswctlon sea ' r stair details I , s; , , , To of dab seal , , (¢ht A3.7) ----__ _- I foundation plan details. downr j L I m 3T etauhendreil I I----------------------- To of Wan I I I w m b - 1 dovm 4° , I i y i i • ' I ' ' i � i i i •i ''DS FIbe loO adab : �; , c i To of wall down r equal Duerr min.of =i I i i- i gravel eM a min.of I •-� ;d01'�" 7a'i 7 7 i No. Data Description • 1r of 9revel an elder I I D 7 _ _ 1- ' , See sheet A3.0 for I - `A. patio foundation plan. Proposed 6•-2 yr___ - LdoePbotmm I . Residence fmoti g a° I•>I •� �III IIIL laaW"'d-adone r JI'-.},-:�-IIL;I'._=;_:_7III ,�p 3 -IiII vS��eaw,laaInr g t_fu—e _�I 1;:`'_>•.''.�1;'IIi w• I,II;II iiiII 1, S E SPo 2 4 20 24 r----------- ' JFurolsrAr �dow ___—_—_� _ _—_—___�_—_—_—_—_—_ —_—_—_—_—_—_ i -. Fred : &� --- Donna ---------=- Fra ol a -__- 1775 Point Plea sa nt Road Mattituck,NY 11952 ______________________�_ _________________i : Town of Southoldur "', Suffolk County window . old Tow Drawn By: I f M.D. . I I ladder I ; MAIM. sheet A3.0 for A5, patio house plan. = i r----- - ---------------------------� ; ;------- m •; AS., ,Job No. L______-------S.��a�=��_______________________—___________________—_J Sheet True::....:.., {,:.1• - i • 1 � vc an I ------ aboveaabc ae aabco uv dt iII a'_;• �P atio Foundation tion_____________________. __—_ Sheet Nmber: Proposed Patio Foundation Plan „4. = pan north All A5.3 2xT A8.2 rxe"oumppe t6.8'o b.P.T. el 8'x8"P.T.poet LEGEND oc loco m be wi•pp•d m W wrapped b et•16b C.J. b doubb C.J. 8"xs'P.T 9'z8"P.T.We Indicebe Beanw VAN po•tb b• mhvrapped 'Simpmn'Cobmn Cap --�-----�------ 'Slnpwn'Coxnm Cp `Mapped (3)1 "x 9Y."Mlow beam ECCLL _ (2)1%'x 9Y'Mw1F(2)J5'xff ECCLR IMiubalnterror W1=4%" •t•NlgChpl•Ybwb- W1= •_ Plywood Sh•ea,i ng - -4-—_—_—_�. —_ VC 51W i I W2_5% Indbabs Struewral Post 1 I I (3)13'x�'M Hit 9'� 7xI0' HIJ=9" ■ M'ch I low beam (3)7xe' R2=9' .tto.(Wbwgm) I Ahw SubMor ".F. podH2=ff (33)�b Inca. b awn TECO=—1 6--n Strong h past harp., M 2 c r i n 2 U _—_ (3)1�'xta M h-1.r Covered (elr„e' l I Patlo#3 til dawmm d)TYB J E e E Architect 'e bM. J l �8 `' (3)1�'x11�L'M Mader I � E■E I S �u or s l 97 L Mam Street I S ron yBo h NY 11790 PLATEUncovered Covered Patio Patio#2otd.� phone. 631 6e6565l TIMID t!d ¢mall. MMaaine@MMArchdectAIA.mm I Bedroom#1 t ''x9Y"NI(edger aecur•d b—I -L-- _—_ web.v mMMArchiteRAlA.com Mo 1 (3)tt."tn4'Me11•h bwm under ws1•how .aroma„a•• e.e on ._{0 1 hL II wlh�"bo8e etepgelsd 3 x8'post e' 6"x P.T.post I l •I.e peprlY al P•aalt«t. e I mp and bottom l 9 Inhlnq.n•nte•I N•wnapt•and d•4an k•o• m ham N)7xe'Oo•1 robe wrepped I tad 170.C. m.enaa a=enw ba.bq•ami h wa«waa _.. - blow 1/'TJF3eD F.J. Bowl b fnd. s•aun pwt m wall emda wah '�'2 TO SPACER to w•.-ex,..t el the I...1-4h,2oxa /1 7k1 a c J at 1 ff a t7'-0- i 1 Y.'dla,x 71$'bnp ledp•r bcb l Mlaa�u«mo Ma,ll«t.vc.ul..I�gnhto.«w..a. (18'Isngtlt)(I•m b ledger) T/' b 18 ac( ) oenbr wllh door operi ng M 24'ac wrlira STUD ne ver,a w•d..•maY a r•vroduc•e.itnout / I dam' WIBIG7I M•hr(p•ra•r wqh sbd vnY) of Pod STAGGERED Ih...v.••a•d.die..aaamt 1 a.can«t I-- poet (3)SY•x54'M allsh b..under wd iio _ (3)1'/,'x,4'M eue,bawl uldw WIN Mow rtsbNbudrYd•ddgltl•bP pbee _ (3)t�SAe'Mlwd•r _ SLOCIONG dOw�nmind.f )) 12TA'x6' Drewmg Slaws / of (4)7a?Pa•t -�-- HU418/' (4YIxL=0 .. Woo J I eepr ba— hang°f I b�elowbe•m 4 •Irl b•M s•w.dlox I (4 x4 (4 I l be vraPPad I 4-x4'x Y'HSS *M.With(2)31,ba1Ls 1 1 tngmn tp of beam m ■ Post on e b raalfters ae mp-'red 33 j l ( sxt rx Y�•aaw h' b ;gel c M I s SHOE Issued for e9'ma _ �� E w� a mh..dx) Construction �� j LLLL} Icy I s 1 pI�' l Fg g I LL Living =E E LL Detail:AZ�.r,«;N'�1 .�" I 4 m l B ,X Den z ! j mot to.—I. 31rx1a w. _ 'z _ �' u Room ' II(3)tt.'1$1ra'M (3)7xla hdr. I m l 'to C _.�..t 6m (4'IMgN) DRYWALL NAILER 1 - IN Mader .•I `- Kitchen Hall I P.T. Dates ONE 1 ad 7xff toni d. 1 - .ht l b M TO FILLER 8f30f24 Bid Set 1a•1' ht 14-TJI-380 F.J.at ta'oc (2)1Y.'x14"M 'Mapped order ® M'M �°B —:st boor (a With)(taco b head«) header WULER above tw�•t vmNe „x. I I 9/29f24 lowed br Conatrucnon 3 l )T' post b _ 1s1 .__..S' (3)IY,'x19'M header 9) l Bathrm.#1 _ p 3)r—p S Mlp�m (3)rxe tdewn ------ j�i g Sea down m beam Poe •lower STAGGERED b ' _ tj'Y15Y bµow m beam blow above .. I' VERTICAL /- u b A I VERTICPL b D i LL drain Mow _. I --]'-9q'-- 1' -g h Id W.I.C. Walk-In oo�:on _ Hall Hall I .ae - 0 8 to-r .hLPantr to-rm n - '1 A)Or ` 1a-1' .M (3)7x5 '� IsDweI 10'-7' .ht l above I ' 10dTOE- �w'7 ® Poe m posttem 1 WALED �tL_ _________ ¢bow (211�'Y71'Mdm above 1 Pl= _ B thrm.#2 1 I TO SOLE ;�{YI ahv a IIL r-�, _—_ _ _ � �- —_ --_---{---- I l 1a-1 .ht l Q• No. Dale Description (2 'x9x"M °"0nd s Ibd `\ Ibfloorihb— / �1 _ 1 T. Si beam �� (3�,�" (3J1�'x B3i'Ivf ,��d • (3)Txlah&. ma.N15' Foyer '� '� t We rowh.m IrW1 J d Pr b i� 7x,G"GJ � py�a along£ \ Ae� _ ;� '� Proposed D •—� 1ST wd _ Mud w•N?i \ •locus / O jl Is l $ IIE Detail exte o'=ner po.t Residence Room 2= aMwea II 8 +I rot to s�a1e Asa b 1 hL �.--k jr I ,o•-,• .hL = Frame\ / .bow -----I--- '1 Study Sl �= —k• ith 7x8' - aaI / For - �---/ _e miammm.md•nom torte �l Lau�Sd �l de bow}borm oOObbb ry ' m i (2�k. _ �..wMNoor \ ,.,1. 4^ FE i I I-.- Fred Fred & a / Powder �A •\ `2 7¢R 'gam 1 1 94A� oardl Wlh oLnt A t Zxta C.J. Room 1' .�. 110'-1" (lbor•bars '� I A � C kr•x atkweons I art x(4' ) . x. .M _ I� A5.1 m w tofC.J.at 3' 10'-1' / _ ��b - ( ... A5.1 Pub Donna abo .hoar eublbor ` �� a FWMMn _ri ' t v 'ti . •'x7' 'MM.d.r p ` Fra ola --- --(2 xe' y ti0 a0 (9)TAr Mader T 1775 Point Pleasant Road (3)1V.SF0V M her. (3)1%'xa)S"Mhdr. 6'x8'P.T.poetto .—pPW holder k F Y m—0 A, ith rn� � at24"xwroo y ✓/ Mattituck,NY 11952 "e covered V P �risdintian i3U � � T� ical Bathroom Two-Car ; _ Patio#1 i Garage , J Blocking Heights Town of Southold ,72"= I'-o'• Suffolk County oonYnwus(3)1�'x 9Y.'M love beam(29'lengd,) ��d y� p� _ I BLOCKING NOTE: D.—By rx1PCJ. 8'xe'P.T.post-----------��-PT.poslJ SEP 2 � _ ._ M x( ) ••uvla poMm waft m h wrapped Bbcbr n tM toNowng ocetior,epenbn M.D. ••t boftld C.J.r 3'-• et d.wbh Y.'tie.x n m�W papa holden chedwa By bow .hoar sublbor (2 7)4'brp bager locks bwal ban MAM. �`24'°`Y•""'Ny Southotd Town a°"�`°o° orb doors ------ -- --- As.a Job No. Board of Trustees p..aare,ba 2412 _ (3)2x1 P'untler gable xaA — stover gnb bars p41p Sheet Tide Proposed First Floor Structural Plan ®_ 1 2'dIp Machtn• NOTE TO FRAMER First Floor 7-0* edte Y Framer to coordinate all toilet,tub and shower Structural Plan drain locations and not place any floor joists in _ those locations to allowenough space for j plumber to make their connection. _ 2'x10'C.J. / L,I Head¢, at l E oe(10 lenglh).1 1 to bot of G.J.at 3'a' Steel �a pcintW d dd. % 1'-0' 1'-0• with a u t preentor prior Sheet Number: Mack % abovesec Moor slbeoor t0 bettor—nobly • Detail(3)1�'xSCMMabr of typical flitch beam aesaam bly A3,2 (2)2. pot to S k N cala D � LEGEND A5.3 A5.2 Indk�tee Beadnp Wel LLlLZLZL/Z!. IMknle.lnbrw, .�'1�1 . AIM plywooa SMathirg 1Micab.3wcbxal Foes ■ M i c ha e Above Subfloor AS.F, TECO=iretall Simpson S—v be joist Mn9e, M a c r i n a I f Arch itect f - -- - 97 L Maln Street Stony Brook NY 11790 :�E PLATE TW01M phone. 631686-6565 (3)1','x 9§'Mupper haaWr emall. MMaerra@MMArchitectALAcom ��^� / --(3j1%. � W - v"eD. MMAr hileaAlA.com (3)rxe" (3)2'xs" lokhgin.nl of ta.hconuPt.anrd O.ggn M11 N...duMw propwly or fn.arcnit«l. A5.2 Pck lack f Aa1 To SPACER led 17 O.C. n.e.nta m b.e.ba.hp..n.11 e.proeecvla t b STUD c,Prignt pou: uw.w uovho au+n«t.Px.a.right....w,w. STAGGERED in.:�>o.....e-ft �,�r..naer�ra.x tl,.+tnwt i MA,,'xW5•Mheedw Bedroom#2 r!)19t'1d1;S•MheWw _ „f;•,n9„r_M_ __- --. SLOCpNC Veulbd _ _ DrevAng 3tenla (2PM / (3P a / ��tl E_ rR,pC"'. issued for "° c o'a> Bedroom#3 e SHOE ceingConstruction _ --_'... ® Detail P:typi—I eotrlor Loft frame 11(o Partition tr 1.r..ccfo, __-- chimrieY walla of to.sets o b wa f ll '� d ci U a 9'-1 opal about thmugh roof b 4p U ^ chimney of chi—y bb4 m tb �fo h� 5 (3ppat pwt / -- Toilet (3)2'xlP header (3)zx10'hdr. / EE ORYWALI NAILER Da18G: _. Room Bathrm. ONE tee _ ` TO FlLLER 8/J024 &d Set / I S! NAILER M324 Issued to Construcdon _�rtd9e l� rtis"C.J 2)rx10'hdr. .. (2)r.fr (10'bnpti) (2)rx1P hdr. - led b Poal (3y1�'x 11Y.•M Iwadar Polo Y STAGGERED `{ r o.c. --__.--- ------__ vERncAL _ -----b- _. _ Bathrm.#5 Xs W.I.C. to -1• ht (3WIr Balconydo 13e b� (3aovnm� .� beam below ® beam Mlow beam below 10d TOE- " (9)1%'.11%'M1Luhb— (3)rxtV Madet NAILED _ _ TO SOLE (3)2'x1o"hb. _--_ ----- 1 SHOE No. Data D—npflon (3uxe'poet II below A5.3 WIC I fiom above Project: f!u attic Proposed ��d— _ Bedroom#4 9 �m.t Detail i>n A«L"aone.rpo.t Residence Pmt.N NM PIab hL �1 iS''81z" not to—1. i AS.P. S. -. r A.S.F. Frame tlith TxSo For wea.wbTx6 2JIL rx,0 C.J. m nam SUMS from ( ) r .. b floor anon—to (tam b tuN beam) mn l floor plats iBathrm. l oonsult Win_ Fred & 7x10"C.J. I M 10� aonpadorb 1 at 16"o flush be.m) n rtta ac(te'bnplh) &00aNG pr ei xa�boatme A5.1 S i\ (tom b 11wh M m) 9'-1' . 1_ prior b drywt Donna -'� V1Y PYbM 12)rx6 (2)2"I;9' (3)2'Y,0'Mader N1t1YYan - P k P k (2)rP�kxG (2jrxe' . ;p�jy rdo Fr ola Nam (3),',"x9Y'Mhwhr do—2. "b„ *� 1775 Point Pleasant Road been, ab. Mattituck,NY 11952 - T pica) Bathroom Junsdc on \ � y ` L Blocking Heights Town of Southold I ,72"= 1.-o Suffolk County BLOCKING NOTE: Drawn By. S E P 2 4 2024 Bbclanp b be provided-Carpenhn M.D. `i r in oilbp cop rllots"one toilet papa hdderc Checketl By E bw.l Mm A5.3 lover dmn M.A.M. r 'A Southold Town P. - °b"° {� Board of Trustees ' We, 2412 (3)2- Sad, Proposed Second Floor Structural Plan Sheet Thle 114"- ® NOTE TO FRAMER Second Floor pb^north �r t Structural Plan j Framer to coordinate all toilet,tub and shover % drain locations and not place any floor joists in i those locations to allow enough space for / - plumber to make their connection. z i Sheet Number (3)71a. A3,3 A5.2 As2 t11 "" fcso)c cvarhlcr,g ROOF PLAN LEGEND D A5.3 t14" fascla o- 7 C,Swm h—q; m :T-/lJlLTlI-%ITII/7l"7.%L%7lLZ%TIZ.%III.TJZT�� LOT — i—_---_ C l BELOW ROOF ----®-"_-'- 7lLTI.T_!l.%1.l1TlllTl-lI.T1T%'.l .Zl./, 12 7x10'R.R. 1 ✓,) tie,. a• ,I INDICATES ROOF PITCH 12 Q f 0 (4:12 pith) t F d N4 % M i c h a e l QI (' 2. d.4 N4 4®t ,/ gn t14" fc®c10 overl•icn Q f� ��• b^a '� (2)Z•x10'R.R. t BEELOWROOFF b_ ad as Macrina Q `� y 8 r•,Q rlTlI1TJI1l :T IZ%ll:T1TIT1'.T1 ,�� 9 o O -- INDICATES AREA OF OR "h roof wicket 3"matter DOUBLE ROOF FRAMING w; o r flashing �h Architect 12 0 poet ddge beam down - O INDICATES POST BELOW 101h, r belowwm all r d Q �f, (2)7x10•hdr. C--- — Roof Deck et 16 as gT L Main Street Stony Break NY 1 neo • ) 7x,0-R.R. Q Be1OW (3)rx6'part(sea (4:12 ddI 0 atl)amatto hlmney BEAM ELOWRUCTURAL ----- Q ,�� Z* ER.R. et t6"oo(fa gth) tlemll'A'seme sht) p ) '(!o B 7x70'R.- � ,ocip BEAM BELOW ROOF et,G oo(10'lergrh) • ; - 0 .tlV.(,7lmgth) 1 phone. 631666-6565 1 2" rctk• overhang 1- —_=l) j _ INDICATES SEQUENCE 2 emell. MMaadne@MMArchhecWAmm 37x10'R.R.sat N� Y OF ROOF FRAMING 6 web. MMArchltectAlA.com 12 s ix,0"R.R, f B .: these plm•ere m F•trummt of.mica me me B 0 % 4® : �'v - ,,,III------ r 4® etl o.(IZkgth) j:L;:::::::;:p:;:::a ua eWuaFn vepatlY or ln•mNlMct e q' ° o�� - J A5.2 INDICATES AREA OF I...:...:.............+ uhN t 1 u•eeowpte me a•el©,1. 2 p ' '°!///)I rx1P R.R. ix10'R.R. o r q.nm p c �. E 'yJ� /, 12 ,�f SOLARREADYZONE 1::-•::•:: �......:+ gartered m mesa 4ra•Nge shall be pr•veama 16"oc 1B N o et 18'oc(16'length) V �' '/• AFg JJ((�� I/ {�f Align ��1 ®4 ukh.4 meoia beblt•cl,pe NI dgnte roaarwd. O d:10"fascla ov rhang {f} {]} Y' "10" rcke ova rh,ong % 'I O" foscto ovarh+ong part etue�taia they b•ryroavw.`tnaut rY 0 Y I tna es.a en emxne of ue P!TT7ZZl1%Z%XCZIIl/. -0 af4:12 /'---'-------r-- ----._....�._...----r---------� — •r-- ---`--------'--- ---•--i! 11 12 0 NOTE TO FMMER Drawing Status: 12 n 7xlaovedreme A 7x1Toverhame < ! I� r 2Sd0'RR. ! / �2• ® -- 11 • R.R.aS16'x R.R.a11Go� m !I I L arts ae i r o o s' 1z ,z / All overhang sizes noted on roof plan are (a'mngm) i oe X n �d� 2y �2} 11 11 2 mo!' d j� >j rough framing from outside face of stud wall for s `°y :e + / +� Y ® ® o`�m ;' d m !! 0 0 to outside face ofsub-fascia and sub-rake. Issued ,t\ b' N I 12 I j o r� �� °4B M ♦`p P° 5 r' 20! roof roolJ e0 ij I i fro 41. r� i L Y' m I-o ovadrame), i overhears 'I i conhnu°usN Boar I r Q Construction b I/', io i S ry i! see.floor plate i ® r 12'fascla overhang ✓! '/i d d �- •+ ' throughroofm top j( ) of crummy-P ° :! O 0 ° I ' ! 1 3'a"x,4" Ivl rid board,13a"x,4' Ivl' rldg® board �, ga 12"fascla I j-1 !j _-___ a. -1 f rx,0'R.R. overhang C m:p !! Zt, !� at 16"ac Dates: _ 0! d^ I !`_----_.—r-._-_ ---I •---_ P i i i +ia. I 0 (s'lenen,) b= N Q r---- : oc d (ii N I L eits"RoeR' _i '8 �� [.[ , I !' ",1I}I',- �'. !i ma gl do°� _ I 12 / r BrJorza Bldset W IS' L I i T a. 'tun $ ,r i / r g2324 Issuedtor Construcgon ( gel) ! i b L !. P°st ridge ire do i i i! m `�� .Y'}dl. B 1 f .®4( g;= Y 1belowvnth ! „ ___ J 0 ' )1 I ? d ro .td. I (3)7x6°port(see ! t mq �:` b I' .._ ,.R7m:,,..___-_._-..__-�.d'm C j ! 6` !1 9, detail ma ah) `S_a r-' !: N• I° b_m r r...:- .. N 01! ,Y"x14' IN ridge board A r 0 • L 1 > I 1%'x14"IN ° flush ridge board Y j Y „ !! {�} {I{�} a^ ! ry �\ I i 0 2xIP !! i t- rake ! 0 ' dQ N 4 I Y I Y II 2'7x1P ov°drame „ past yabq TA0"R.ft L.I d- r I I N R.R.et 16'� (wee strut.I �Wst bebw JI 16' !' I at 18'oe ° : - ! ix10'o"drame A i410"avarhame ° 0 Plan) ,' (see strut. m a at oe i t ra •i i! (e Ie gM) N T� r flush beam below H %1.7T7ITl ,l.-TZ-T1T-_OIlITJ_TZ.JTl7IT1_ TINT L.2.'%TlTTlT - C %TT.1-,C'. IJT%T% .TITI::T1TZI7 1T.%IZT1E N i � past bebw � ------ --(eae�r uo. an - o � 3 c 1. ai I! J zklr lop 12"fascla ! m (sae strut. P.T.ledger I/! rtbalmv If ` la' Il L, (3)7x6"post a f raker ✓� w '0 /'. f j B$ !+ 0 r No. Date Desarlpllon overhang ! Plan) L O f D 0 lI/. I I �{vA E f V ' I I m 4 I i I ! (■per■ e{/, ! _-- ! ( Dl str)ua `_ -----_._ I C 0 ,2 0 d:10'tasdc !! C/ Pr° m: team below -- ---__- ,^2'xl2'flat.ties er .-- -'..I ®16 01 overhang �!' D $ is 7.1/l/l./ZTI.TIT1 -_--__�- -_— - A53 / + (sea stn+e.pan) post below ------- %) a i 3° I 0 j ' N 12 0 L m olwhangcia 12' laser J a '_��-_.....j� 16� a Proposed an overhang L 1 12 ,.'....r--._._.-i X >t D 7x10'R.R. 1� ---- ✓ / v ® 0 I I at,.. / g t '/ Residence -----� O ✓! U � 16 't I N L - I (to'length) f/ 0 CI t �+ 1) r , !25A0"R.R. > -(j} .�, ! I 0 _ S E P 2 4 2024 O L r L 7x10°R.R. i t 16'oe 0) 0 j C 7x10"R.R. p 2x1P R.R. at 16"oc i I !',(14'length) x 12 (/ N- �! eta 2'Y10'R.R. I ®6 r 0 v at 18'x p 2Sr1lY R.R. 0 (16'length) (74'le+gth)% j t j ( !0 at 16'ac rTI 0 j o For �I1 n aria t-u g.) at IA214' (la tarlg6,) (i m 0 rest r afters 7i I ' I "zxlr net t r - i I 0 Southold o -- tg ;(V� n U �1 '(�} % + ' I 4e r verC.J. d �, longer l3)z,xs,poat 0 JVutholdTown 01 12 0 4 ,6® T J ' I ; a v _ ----� ° Board of Trustees 71 w r �rJ ' I is (3)rxlRRft.__ — is (��x V ®16 bel- 0 f X 7x6"Imes ' ' —(.n..—pl2n) FredK :� wagm I -----_-- --- �., Donna a 12euPpan R.R. �------ '-<. - 16 V' r YT %—- - -__ — N f (// _r 7x10"R.R. i ® 0 - -------- - - -- f-----,-f 1a4"task; 1 2•' role overh,ong _ a old r eC7�oe.-------' .T1T17 IJ.-. ZZ�.'---------------- 1 // rx7P R.R.RR varhon9' Plign strap ro6arm rt 16'oe(3b'lenglh) 0 (t8'length) % at 16'oe Txl(14'mngtl+) at 16"oe(76'large,) 5lge beam wnh 1 a ro I<a o va rF a r,g / rruaol N25A 1775 Point Pleasant Road 6"fascla.—Ir.rut Mattituck,NY 11952 ✓ d +tea. 7x10'R.R. C r d b 1 01 ,l o (8 I ngm) Judsdedon 4.6 a ,{ �I Town of Southold rx10'R_R. �m O X HI at la o * Suffolk County s f_-lS/ZlT/7_%T_TITlZT1'TJIJ:%Z%IIIlJITJTJZT1IILlZTldT.TT./.I ' J kj 12 �J a U !� �' 6® J gfgn t1 5" Fooc,o ova rF cr y a�n Drawn By: V f M.D. 41 [✓/,//{ t- --- I_i3.10"-RR. ✓�J O ✓,i A 7x10"R.R. /, � E M�� 18°oa tavungth) 6 f°scto overhang )/. C A5.3 Roof Rafters Ridge beam Jab N LNo. Plywoodd. 2412 fsad'title Sheel Title: 1 2" ro Lce ova3 rhn r o ^9 0 Proposed Roof Plan ® sea plan forpertdze Roof Plan b b° "'S• ,. ✓ B eaMvAd,ridge beam 7x10 R.R. n° rxt_ (76'l _� q'R.R. O N et 76'oc all airs.) %Z%TLZ%I_.I%1T -JJTJ7ITI1T f 12 12 16® _ ®16 Ridge Beam Post Detail ro Sheet Number t 27" fascia overhang 14'fasal 12"- roLca ovarhnor-,g A14 C overhang l5.2 BWL 1 BWL 2 BWL 3 Braced Wall Panel Construction Assembly ••" .header-do.. "i1 n"""-ans,sal-1 Table R602.10.4 of the 2020 RCNYS ..bd a n.ad.,w,m ek,gb Pnal Ib'�----29'-0' 30'-0' /8' .-(one brand wit penp oltaet, .pacing betv4!en -Ong between otleet 2-,ebreaw,em o nnr opemp I I BWL 1-2 BWL 2- I - Method CSWISP:(continuously sheathed wood structural panels) 'JAM PAY sea for•Ingle or doubt Portal MethodExterior Nteaming(min.1rz'plywood)attached wit,8d common mile(0.131-•rank,2.5'long) mr.3111Y.'relneed•r el Irma P°ud,wa�P`twa.Kia. dbrIslas- eta«.tm.edge and lvin edIr»field and Ior1i51grw,an board I"Wor5.aep.r UN, Me Re02.31)wn 1-1?pawnu.dmPfi p be.o 1aB.Dews rPw«sat roc.tm.edo. A A t Ch �' and in me field.(Bee detail.,this"all �V� de,..m,.vl , • P"N,Pc.eeu,e °wmn a me torn.ro.m�ramroeae,Nm eommnwna ,n.n awl o.e�enadro,lea anx.,. I 30'wide it told S.W.P Method GB:(gypsum board each side) Maerina e#nnzea mr row w 3"end perm u Nx»n mon do<xnp war era B.W.P rret od oa CS-W6P 1 1�....� GYPaum Board raabned.t S'«at me.dge and In the field for reib arM 18'«}or ecrawh. m+wr ewd�^6 CS-w5P Roof DeL* \l l Nade b W 13 pa.1.1e'Wrq 1q/81'Mad,OOBB"da.. "trap annulart,rped,5d I-or Arch i to ct �rr.de„o pcx-wed NnP P,latb Rao].toe< �m r•,,•"'°°d•,m I l ij P board neft 0.C86'as..I4W long 8l37 head Scr.-m be I-M'typ War S. .°win wn ,ow. on roe n,PPPNr aided e0ir d Nawnvq(J ue a mb rate Nad J' ro �- % n,no d,ea.,nxm 4.tr wide B.WA 3.01 Wde B.yy,p ape 7w+ tYPka PH g 97 L Main Street Stony Brook NY 1/790 u• a n ryp. U Method.1 on flas west dflal d k on interior aid win 1 wood aheattn 3 - m .web 3a m twerp mmn cam cm+, e° ate P typical il rremotl CS•WSP plelllpd Cg,yty6p �o an exbnor aide h rtsd u r reiN etl,edub. gne1 inn me'wood �-.✓ • PNenaed mr roYe.IJ Pme1lnm (crud• � --metl,Wi S-AY - .- _ ._ m one. 631686-6585 d Method CS-PF: rd l2t __ H n Ta be coretructed.N aaordnca wnh fpun 802.1D.6A lase dbd Barre.heat) ¢matl MMacrna@MMArchnec,AIX- widP 1alppuuremod GB R60I10.7otweb MMArchtrlctAlA.cmn -1.reableNroundatlPnons Mbrbp +� I me RCNYS 1 ,,snme se an wNrun,e,t n ewNP me FF , sbee,tlmainNbcn,puPpr.le'mn hlnpan�b of me canaille Pd awyi Bathrm Lon �4oWP 7� Sheathing Joint Note PNh. Pn mace me.ne. .. Pa»wt.d + B.wP rQ�'� YW,wI b.abo._11so,,pc.M�•°P O cs W°10"SP m no von or N dPe mar a noroauc.a Nmwt mnbdkeNowa. Section _ I Sheathing to be installed horizontally. In •�•„•,won.°ao e.t m.salt«t. Cl main NW NM a p.,mtr•e°Da B.D wit 9.w.P "e mx"drP...m�yY.�dP..aa oB All Vertical Joints are to occur over studs.Horizontal a R'03L°'"A t Elevation anon" m joints in a braced wall panel are to occur over and Drawing Status: Front Elevation � lens 1', 4.o'wwB.WP - ---- -- -- - --- fastened to 2"x6"horizontal blocking between studs. 7 FIGURE R602.10.6.4 memo.cs-W5P` w'�•'CBalcony _ 3.0'w1de - vp METHOD CS-PF-PORTAL FRAME PANEL CONSTRUCTION -- - I __ ��c� ,.I Jl ■ I w.tc. I Braced Wall Legend: Issued for ..gwd. m� ,� 5-2--- spacing Construction Indicates s acin between braced wall lines Bedroom 04 I C"S-nW/°iod N �Bathrm. Indicates braced wall line �- b a m V -- -- indicates braced wee panel B1AIL 1 BWL 2 BWL 3 BWL 4 B.W.P. Braced wa8panel Date&: 4a' B-6' -o' IB 4.0'wit BWP 4.0 wit.B.W.P B 3orz4 BM set t U -th CS-WSP meted CS-MP Braced wail line Intersection �eVactr+B botwea spacing between spacing between glhat 1 _--- I.�A Brz3rzd Isauetl la Construction BWL 1-2 I BWL 2-3 I BW/L 34 Indicates holddom i i i End Condition-Indicates conformance with Figure R602.10.7 of the 2020 r Residential Code of NYS. Covered ,s sift a. P ,_ 1 �- Second Floor Braced Wall Plan Second Floor Plan Braced Wall Calculations Patio + ' 1/4"= 1"-0" ® Schedule as per 2020 RCNYS,section 602.10 y4--- / ,hdc5-PF _--____ r -,._ I Phnnorm s:°adon A B C 1 2 3 me - Braced Wall Line 1 B'wxle B.W.P/ I _ e.et,. - a0sals 2.10A No. Dale Daecrlpllon m meted CS-PF 18.011ide B.W.P f"� �- - --m__-n-_ n___R-e Braelnq Method o 10 CS-w8P GB CS•weP CS p OB C8•NeP Pro method GB _ 6d Common Neil.at 1 1 _ 2.0'wade �� e"«m edge I ii Min.Panel Length t .1oe Zr K 2r 2r M• 27 10'wad BAY B.W P 4.0'wide B.W.P mod CS•WSP e.V wlda&W.P b 4+ mehod CS-MP I , meflod CS•W6P I CS-MP Lu u Plywood Sheathing Braced WaI1 Line Spacing �� to is m ze u ao Proposed ' d ' 60 Common Nail. • be - ----- " li t12'« Rald " Required Bracing Length lots 3.T 7J 4A to 11.7 w Residence a02.t0](1) Bedroom#1 m ;I n 3.5' Ee BAY I Sold Blocking j bye 1r .J 1 method CS-WSP I.O wide plywood putt i' I Wind Adjustment Factors so2.,o.3g) 3S.WP 4.0'wde -W P I --I ,� I B.W.P m B rn.mud CS-WSP - I t 1MAo° ii �I ,. EzPPUP Pa&a,Y ,.ao ,.00 ,AO ,AO ,AO ,AO For Instead ep / [._-. U 1 LM"ag �j C8•WBP - J 2. Roar eenb rate.helgat 130 +30 13D +3o ,]e +]p 3. Wall M JIG As M - I -_ - 1. NuiMar b'tNVL Prdvedbn 1]0 1]n 1]O 1]D 1�0 1.3a fk..m. 25'wWe Fred & • S.MP - r - -__ B.w.P - S. weaelaw hobdor4n Nit rw M Nit Nit rah 1 I C.#.d ( S. Gyp.umemiaad the We Nit We ve Nit 1111 1, ;; #, j ,D'wdeBWP b � Plywood Sheathing at Braced Wall Panels e 7. Gym-ni beaming N. rah Nit se 'y Donna msmod GB -. �sI �I Walk-In Hall t __ �'4 m e,.Pe•edla,m+e,n Tenor t.13 1.13 1.15 +.tit 1.13 1.13 F r 0' W.I.C. Pantry l.WPsid es B.W. &WPes U II :fiat.. -_ cs� ° � Adjusted Brapd Wall Length 4Y 82 4.e as 12.1 64 --_ 5•WSP _ _- m r Bracing Length Provided 12.o ad 1- °A tan tt.o hew 1775 Point Pleasant Road ,t.o•.p 9.0,wid R 10•p Mattituck,NY 11952 B.WP I B.W.P rnelhoolB.W.P thod1 - B.W.P I y,,,e edns'o.c.= _ I °pM��Py� wM Complience(pee&/(911) pee. prat pee pee Pe. Pu CBA'IbP I CS-W6P CS-MP CZ=P i baoadyYr d•0•d'"'r Junadict- l_ _ Rq�" a First Floor Plan Braced Wall Calculations C. Fgy« ,bu cs"�s " °•°•°�PAe °�°•°••'P•� Schedule as per 2020 RCNYS,section 602.10 Town of Southold }tea rene' }tearte•noNo,y SuffolkCoun m Ieecee xaA Paul awaw PnN Braced wet Line s.o�non A B C D E F 1 2 3 4 County 1,0 yMda Twc>•Car 4.0'wide I IEa • BreCIng Method rd• CBPF C8-YVBP C8-N9P CB•PF C6N6P CSVJSP Ce.WeP OB C84yaP C6W9P Drawn By morq s0p.10.4 8.WP Game B.W.P Off led. 40'wide 4.0'witle 3.0'wids or Malor' °°,°•"rn'•a'°^a Wo' Min.Panel Length 1ib• 2p 3a' 3s• 20• 3°' 38" Je' 4e• W 3a' 1lraagd moo _ SAP Ca'�. B.W.P B.W.P B.W.P and con iitggon 11 ad.Paw P.,el BM.10.5 M.D. Y CS WeP CSWSP maenad Pat o ft mamod bed tl ode R80 a.0 7 of me Pr yl I I C"Sp CB-wsp CS-WSp cs-WSP RCNYS FIGURE R802.10.6(1) Braced wen une specinp �" a e 2e 3e 3e 3e ee +r s ae Gracxad By: BRACED WALL PANEL CONNECTION WHEN Require.Swing Len 1 , PERPENDICULAR TO FLOOR/CEILING FRAMING g gm eoi,p�)) a 3.0 60 6.0 13N ,3e 4.e 14.e ,3.v I= MAM. Job No. blob i I Wind Adjustment Factors eo2.1o.3(z) 2412 .y________-.-_-_. I ^'°^a•ra1se-6P Uy ed°w ,. Eo;oeunnatpory 1.ob IAo im Im IOr 1.w ,.00 1.00 I'M 1.0o w data waeProl B�LLbeadn Ebcx,nq ahem petnl" _try 2. Roel-to,Wpe heght 1.30 1.30 130 1.30 130 1.30 1.30 ,20 Im im Sheet Tate: bawd was P,nl Iawad. e tl ea roN., l wa2heeM ,m m +'° 1.00 ,m ,m ,m ,m Braced Wall Plan 6e at 5"a.c.wrp eaNE'o.c.b,q wrg memeer ,. Nu,r,ber elnN'L Pr dlndbn 1.eo t.eo ,.eo „0 1.80 1.e0 1.45 1.45 ,A6 +.0 0 BIIIaaIOd Crldda dead w.p Prat 7�1" ePd wpPnl eL 5. AddYbnelhNdtlow» Ne Nit Nit We rah Ne Nit N• Ne Na SWP rremOd bead want PM brad ill Wa1 tram.wtll Pnel s. Grpeun omlaed Nit rah Ne We nle Ne Ne Ne Ne We m 22*&B.WP _ 1 CS-wSP nh _ end.-onion at ntaarod C57F I }bed et ts'o.c Nag 1180 et exn 7. Oypun,tw,d bebnip We Na rah Ne Ne Ne M We rN e par figure It eaa„e'o.c..tap d•°•d`eM W,er la°txaq nan,eer .,Nape led.-se- 12 12 12 +2 12 1.2 12 12 12 12 R�RCNY,of,me I \rYwad 0SPPP I dace."ell P,al axed rave om eae ,mod,eium.ne Adjusted Braced Wall Length s.e 4n 72 e.e ten ten six 17.1• 160 lea First Floor Braced Wall Plan ® °°� � soed oa tae t1ao, p Sheet Number 38'-6' ae SpeCing between mtlProl dam.wet Bracing Length Protrid¢tl 11.9 ).n 23.e ee 11.6 20.p 2o.e 23.5 ts.e tee 74.•- ,•_�•• Term Compi-ce(P°ssft" Pee wee Paee Pave fell• Pu Pee P,e Pee P••• A15 BWL 1-3 FIGURE R602.10.8(2) BWL 1 BWL 3 plan BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING I,p�p„•„ �1 FASTENING SCHEDULE:Trod em x,)ar m.=a=a Ras Strapping can be installed directly to rough framing or RP820 Y6TW xelE III.N.da.den not baud.nkta,q f.mold nemHa w An, STRAPPING DETAILS over plywood sheathing. Contractor to contact local Porch/Deck ^, (_ twin I..lrapyba and reyMm.n...aum I.r :•::.:.;,;;., :r Aw�.-as4,.lon"....a.It....u....molded.M.. building dept.for required strapping inspection, Strapping Details J.W Deddidbn No.of Nalh I Nall Spooing 4 :f ROOF&CEILING FRAMING Rent.b I.Pd,.(b.-nal (3)led emmm P.Reno �=jd uplift force as per table (�Nx 175•sarm.en I Com,g ad to Too fled Cu-nd) to ed ao,.nw P.ad 1 of the 2020 RCNYS nave(pWrdzaa) slmpwn Hits A ...� (Boa pomd.) xro mini ;} adub Job!b P.md Ran.(so-al) (6)IN c.nmw Eaa uP =182 pounds slmpan so-argna M,C r"'za�' Gasy Ja1.!Ine.—P-0a,.(raw-,we) (3)ad Somme, a.lw '(t RaRar .ABABs(6ffi'p«t) �•ATER oft PRE r I,I SarP«nBtrona rl. •� Gen.ID to Reflw(tau-n°E) (])lad--I Fin.End SIMPSON STRONGME'CS20' 'HCPY mrd (.mid•NP rind) M a c r i n a.• :' ' •Y, eiocY.o to Rvfl.(to►nm) (>)N owwnm Eam W Coil Slmp—,every refler 'a 'HCP4'(doud.hip road) Raft.to Was e (al) led e.mmm� Po PaM III ('g NY I)$ (3)ad 77J' 11790° '• ', ,• °am ArcMrlgll gg WALL FRAMING `(I slmpeon,alb slmpmnnpva ° ��b�r Q ' •• t 51 ` 4J (ashnnb.a) loWardsed) a Arch iteCt Nib Ns, t� . i g rw Plat.b Toe Plat.ciao.-naol ul,e°.on,nm la•« ��Y i8, Plate Typical Post Base T.-1.at d bl...dlm.0 -nam) (1)IN evnem Jell-Fin,m. 97 L Main Street Sto r Brook NIY r _ v RBp.hurd a P,ma Connection Detail y • � ' Y5, '•, ' / • '� � E� Sind b Stud(look-nN) (=7 le°°m,m camm = N .'ne (WM�e� ( Baz 1J5'Shnpeon b «d.b N.odr<ran-nos) lea m Ir—Al,Flag N m(aWvn4W) 9 z °A 0 Ro°r Rebar Roof Rare, Shills.strong To • � b f g Tea of Bona,Rod to sae(md-mr) (2)IN am.em P.stud 'C82:Cogstrep phone. 631 68"585 T _�• 6 ad, Pl.te to nos, A.awM ad. °'Idy,dad („sa)ls(ind'saroe°n emelL MMacrIna@MMArchltectAIA.com t . N5, ! : 9 ` FM a.%.eb6Ng(fow-d) (=1,ea aal:,m P.Fad �) ovn (aeNanlzod) ='zbdaerf etmetl - v' mwm.aucva web. MMAlchltectAlA.mm 5 WS2• - Oa t FLOOR FRAMING Join!urger The.°prone.e an Ind,umenl of said,,and.e Rafter to Rafter Roof Rafter to Plate Hip Rafter to h...d.d a Pw.w y of h.emhllnl. •Y LINE6 • Job!to Sir Too Pmb.ae.(la-^oa) (4)ad oammm Pr Jobt InfMg.nenls of N.co—pd.b d.slan Id«° S. 1 S 1 Connection Detail S2 to Wall Stud Detail S 3 Plate Detail to amlad ns thine aa.na.Shen ba P t 2M. J a '� erbama b Jolt Ow-,ant (al e°am,mm Eea ua rf� sn R.n.me.mnm 1i �s^evgre,Brae(a3) Ml h. U a k h or tM la..awrlahl 2ozY. t H592S6091A ''y BbeWa to Jam(ta.-ma) (7)ed eammm Eaa Fna ulrhaa uaaM welt,«L ao r 1.w..rred. NS1 yJu WIRIN3 gl 9 I.%I.T.Rat.(tw-«e) (3)led e— Ea h III pe. J part o/N.p.I.may ae r ueW.mint L da.at",to Swm(few 4 (1)led commm Fem Jdat na N i l Se d) Man undds).5 A Ne.IPrr_vm wdlten emeent a1 Ma.NltaeL 0 R Yg, y •' bin b Wp.b B.m(te.-eeAl (1)N— p.—1 m��^�� PSPN5IBZ LOeD BEPRINO WALL (w,tIHVACCImsa) ' Bind JWl to Jolet.M-mar S'UM,.L70 1,104 inner Dfewlllg Status: Y6TCS2 ( ) (Jl lad az,mm P.JWI SIMPBON BTRON0.TIE (d)SOWHZ7<000 L Madel'HRC1A,' midi Tatbor hax.wwa '• PSPNSaZ Bmd Jd.!to ail.I.Pd.(d.-not) (»led ammm P.loot ;,I � ROOF SHEATHING 'n i �RP92BZ SWcard Pmd.(_kink dbaan) ((, beam mwan.rW.e N�wm _ Issued for P.M.l.taw N amwm e•as Porch Rafter Connection Plumbing, Electrical & HVAC Protection Guards d�dwmEaa.=m. Nwa,m 0 wpdner a darn Assembly Detail not:to r3oale CEILING SHEATHING H1P.11 (5)ea IV Construction Epson Yaeee- ad pool.. T Ee./,?told O Rbge �"Isidi 6hryson a WALL SHEATHING SIMPSON � � g aWcard Pod. ad am,mm e'El./IY illd P50 8Strepaverawry (4)SDWH274000 Roo lrwn pad(3,D45#) Tarbar hex saex. Games ea.Pall Or—. admnmm Y.hb m n.Aia PEN Nd reMr a—waeeowd N—we T Edo./T add r m beam m wet FLOOR SHEATHING(Subfloor) �+� Hip Rafter to �+G Porch Roof Rafter to eG Common Rafter to ,' din. w 6bucNrd Pmd. S Ridge Detail S5 Beam to Post Detail S6 HipNalley Rafter DO. "welt Dales: ,•w l_ N mNnm C Fla./I='fLd ;5: 9devaM avlw am,• IN Sommer a•Fda./a•nod 8/JO124 Bltl Set RIDGE (Q ad IK'slmpeo 9r23/24 Issued for Construction r� `_ ' naib(pmMNzed) „°o g dlehmlaai.da4 taader,tllm -`^� i N � - III�If( roe im°releana1Belmmemr°mnedd ,dep L R Blrymnaud,S wa Tin y pa (61NY,75 smryson was ATTIC n�,a�a, �m ErrP gilae�r (aaN.Illxod) ea nemmar^eyam 1� O IT pounce) (e)l xfilmpwn uVs GINer BWPSON (aeNenhardi)g Pas mein dreP[eg STRONSi T(E'CSW Ly BLOCKING 2 BAYS Con strop a.,_ly y� cb� �mP.*s wnry�&IC=11 � H25 S E P 2 4 2024 BACK 0 48'ox. C wed(I,=P.M.) ug P«,een SECOND FLOOR Inate9 sarpmn'cMette 'a ,lamer yy mr,enwu.emmaroar Q tT 9g mills toper (..e�.Easzs (({ I No. Data Descnpgon Southold Town a L ti y 12• Es(a.Wilbod, BLOCKING 2 BAYS 41 / (O N.IV SInP°^ 7WPar°vla,weP f°r°edt orch Column to Deck pfG�`' Board ofTmstees BACK 048•oo (n nem(wNonraa Iav ,ac aua:ereawed Assembly Detail FlRST FLOOR ° (B)NxI&Slnp«, Proposed neem(aeNan >� Gable Stud Wall �+Q First Floor to Second Jack Stud at Rw"'s Residence > S7 to Wall Stud DIU. S8 Floor Wall Stud Detail S9 Header Opening mm eepsepmaqm post BLOCKING 2 BAYS ddea65( For BACK 0 48'o.a. Mee 65 Gable Wall Blocking Dtl. (a)W IVShroaan 7— Web Whe.b.dt not to sa.ala BLrgaon Stralg Tb'C620 91rrWaan 9tmre tle sSPdud 1�dowv'vo°umleml�tl,dd° �l. Cog strop and ewrydW 8mgwnsbana Tb'CS2a (S)Ns US' plablb over ev.rY stM(4M Fred & `V RR (,,0W Wand.) Coll6tr.P.--ilydud Sbrlpmn tiro pounds) CONNECTION OF MULTIPLE PIECES 4•r (2)ad.aw•oo-e n 5 Tt (ashamed) OF TOP-LOADED BEAMS(1) �a s(4)lad.I Donna JS• ilrgmm elwraev wa,m Nero(pelvenlzed) tYi Width Pieces: - •Minimal of 3rows 10d(3'x0.128')nailsot 121o.c R""7odt� bump /yam � �dS° mnam use aen0'�0°' Fragola •IAinimun of 4 rows 10d(3'x O.I28')nails at 12'c.c C '6%at bd�° for 14'mid deeper helms M N N.V. 1775 Point Pleasant Road •If using 12d(3y:)or larger nails,the number of nailing rows may be reduced by one Wrap undo, �rids I.i smpmn HxSA pu kunOaLon �cemredmwaam Mattituek,NY 11952 shinplani raft 3y="Width Pieces: ,N �dIII Top NetO Joist WIN, (garwnbed) II 1RIII III, 1d IIII Judsdicgon: •Minim lm Of 2 m.Y2e bolts at N �11 (Sled.9i.6bus a Sargsan6trollp TI r$2e0od 6p IN IV Skillman N.1sig.tmnlmd) Btrep—sn"dd I Nagst "dad) za•aX.staggered (5)N.IWSln«n I,l0 Solid Post Porch Column Town of Southold u„,ma mac oa,R4.aa.aar.aaoBei ,I II Nets(PA-bad) M.adM (M ad.ur ebg.a^ I to Found',Assembly Dtl. County lb(gdanbed) Suffolk AddWonal ridding orbolfing may be 0 S 1 O wall Stud to S 11 Cantilevered Wall Stud to S 1 Wall Stud to Sill Plate required wlfh sldo-loadedma 1e.memberiL Rim Joist Detail Rim to Top Plate Detail around House and Garage Drown By: beams,Refer to ernrentproduet literature. M.D. B«m inland maappmgel H161hadPDad(wNd Checked By: STRAPPING INSTRUCTIONS ate: 1.All SWDDing To Bo 1-1/4'wide 20 Ga.Stand dpe MAM. Required share note r'Simpson'Epulwlenl CS20(caged strap) Be°aua ma eTt y .♦on plers Unless Noted Olherwlae. (a)N C.ckpld Job No. Solid Comer Post 2.Use Stainless Sled Strop,&Fastener°or fa �n1Ba Hat-Dipped Cd—,sed When In Canlacl 2412 O (2)16d Camtnon Simpson Ith Pressure treated Lumber. 6THD14RJ Ouse WaaS) HD p92.5 so wnd,,e t 3.Inelag Strapping For All New Cenatruetion. �a,a Q naea et B'o.a STHD74(Gera ewaesI And where noted on pion, (4)N�, Sheet Title; 9 4.Install gelvenimd Simpson fasteners as noted C 7m•db. 2)INC.— on data,,. 0aemeaeppagSlwmn Strapp'g Details O Thr.adatl Ro nags ate o<.for 5.Install Strapping for Each of the Following: H ("o4tl�etl ') - 16 Na blpN o/aTud -Rafter to Rafter over Ridge Povtaase 4) Gaddrg.t -Rafter to Plata to Stud -Nailing Sch. [ °^3 vw0 e)aaYJng et 5-Hip Raflw to Flats to Stud C � y�; and-1 ,, wwMroor 7i-Co..-Rafter to Hip/Valey Rafter -Framing Details O h env, one a4lebar E-End Wad I Stud.to Wog Studs 0 -Heady to Jack Stud - -Jack Stud to Rim Joist '�,••F kr3' R-Wall Stud to Ran Joist C.vem > da -Contilevared Stud to wall below O n, t-Rim Joist to Sill Plate Sheet Number: •,/ Irrywn fl16 -Ro/tor to Ledger with joint hanger HDUBSOS2.5 or _Rafter o ast I Pwt ck Strapping A16 $� Beam Be—Post la Rao Beam Assembl Detail H 1 er a n.a wn n -Root e to Past Holddown Connection Dtl. Holddown Connection Dtl. a�_post to Pler(footing) y f.dYr die mndnea—tame.. -Joist.to Beam e'-o aG 5 tale. �m"hea rani NOTE FOUNDATION PLAN LEGEND _ Iz mox� (z>z a traalaa oln p am Conaem fo De FLOORJOISTS�;_, TYPICAL ° TYPICAL sill me]Insulation 3,000 Psi min STRUCTURAL POST SPACING CORNERS .d E E tale(2)2x6 ra gem rested (2M.T pressure msmd mcper To aI trio. trerwlm an plain T of steel treated ruling Warn o v tamdm ch e d r_. NNn�N t.p of 'Slurp n'BP5343 anchor bob(ma (e1.27.0) I - fandotm well tw.=d.P3 anchor bolt detail) •it ^e d TECO=INSTALL SIMPSON STRONG P—RILL TOP.BOTTOM FIANCE 3•sq.Wahere. • ,> it TIE JOIST HANGER n n �• p for 1)4•dla.BOLTS at 24•.... End Nut Setup �. '� u ■V.iiCh-a G' Stu d°°cheldeofweb. -T �1 G%•':':;,�%Q J s New Fund.b.n Wall ' Sacuro Tepof C.kmreaw) •°' f` On posting i`;• (2);•ma.x z•bo m tl Plain(mead. _ _, tap of wag(D'�) -------------- M a c r i n 2 well dstaga) gare0s ebb °• Sorel GiNer(meplen) ;. 6 grede(se.plan) ____ __ ___ 0 L. SWc5a.x 12 tat � �� werTe Wall f I ' p°f — — Arch tact Anclher Bolte 10'thick poured d (sea plan) .. concrete foundation wag ------------ steeltapplain p°u dc°nw°m •�•10•,°u 97LMain Street Srony Brook NV 11790 undatlon waA • ' provide n4'koy .•r• mmpadad dean .?•° To offootl Dropped bottom elfoatlng phone. 631SSti-6595 z HHS 3.5•dia.x l)4'Steel Column �Dp.Anchor Bolt DO, (et 23 o) small. MMaaina®MMArchfteculA.mm (umem noted otherwise on plan) '1 �.•• .� web. MMArchltecM.mm Not To Scala 264 Reber- :? = New Poured Concrete Th«e pine me a Fat 11 of xrvfce and w --R u. wwed ..arw,. r or line aMlh«t 4'Nkk p.a dab 4.:• 3Gmin. Forting Typical Cellar Steel bluaemne pare 4' ow pre aeeme°ao�moet�.nen tee 0;1I..Naeed De Symbol h Michael"ga �4chft°«rLm°pc. " ."12Girder Detail z s Ue ter. 'mrsoDrn° ° Required Hold Down '�'� Typical Garage Lo°Qnutlen(ceadetall) fo-2' h°"� �b Foundation Wall Oaw mg Status: sown r • o�. ,,._I,_Q„ Post From Above n) 'd Interior Exteror .,.her bell Issued for Bar deb(me " fohoundfaalcm-'al shiel.6•trealad (me data'" NOTE CONCRETE COnStrUCtlOrl Ind.r rJa sill plain Concrete fo be typical pic�ng W.- am seal hauled.. 3,00o poi min. 1. Foundation wafo are to be a minbmm of 3,000 pal,unless acted oche-1 an plans. mated MaZ to of Ind. 2 All mnaete work ehall comply with the regmremenm of the American Con—ts • t4 Reber cevNm hI°Id ••:;t'i'; Institute(ACI)and the 2020 RCNYS. enchorboUs(me E (.127.0) nchor bah detail) l�:•, 3. AO mmem shag be el—tralned.Total air content(percent by volume of °• adn.3T h li concrete)shag not be lam Can 5%or more than 7%. • below grad° �16• 1(r thick poured lit.; ° 4 _ mnaele foundation wag =Jl`,• 4, Garage dabs,carport slabs,exactor temps and parch dabs are to be a Dates: ----`- Typical patio and porch waterproofing mfnlmumof3,WDpsL a •°'.Q m grad. :Y�.,:- 813=4 Bid Set foundation wall roNas zxa lee -'2 5. The sommal maadmum�ofmamaaggragamshagnotexceedoneefirthe 923r24 IssuedforConstruction P y rmrrowastdiemnm between fomuorthree-fourihs the dearspacing between typical fueling shown :.r m reinforcing bare or between as bar and the side ofthe form. f—forenm V.v,'-0- 20' 12'promolded filler e. Fortne hag be made of wood,deal,aluminum,Platte,s composite of mmem HSS 3.5"dla.x 1W Steel Column atperimelarofdab and foam Insulation,or other approved malarial suhable for supporting and Weld m base plain(unless noted ._,,., cenminIng mnaam.Foram shall provide euficfem ahength m contain mnaele Typical Dropped otherwise on plan) during the concrete Plammentapemtldn.Fenn tee du he deal,card plastic. Ts affm foam plwtc,orother suitable material capable of reelstrg the forces seated In iY x9•xys'Nidremelbme Form .,.• - :`t;r'••;r- lei.1e.o) bytiddpremureoffreshlypouedmnasm. 11 Footing Detail 6�° rep' > (medemg,mmaabest) tale dah(me •.Vapor Bonier ww 7. lib not pourmtemparetrhreslow than 40 degree weather,nor when 1—ring Fitter 3 C4 _ _ � conditions are expected In Ims than 241wure. • not to stela 1;•u.. Poured Come.&cab compacted & Instal Tufi-N-Dry ext°dor foundation watery mrm system or approved equal (mefouncin plan) desnfill 3• unless a different product is Wcfied In the plain.Eder foundation No. Date Description 40• waterproofing aide.b to be Itutaled from bottom of feeling mrhtnmudy,up 711 to the finished grade line. Pm)ect e�dia.Ir long Typical Foundation Wall 9. AO foe ngs ererobe rolmo adv4tl rebar es par detailsin he plans. mz y A V.=,'-o" 10. ContradarshagprovideandInstallogmdlnplaceanhorbolm,helddor' Proposed Li :~ a<Tmm drape,basement®ahea,aawlspecevanm.eto.asperPlam. Residence °ahoy Tepefroe eatlm SITE WORK/EXCAVATION w o(Dloun 36'x36• 1 1. Contractor shall locate.sake outegexbhngundegroundutgtecall.n any For unlem noted othereelse Fld h Grads Top of Sleb x fion.Any utilities shown on the plans eta en epproadmam location only and shag be verified by the Contractor, S Typical Column & Footing Detail 2 Excavation shag not commerce until uDdy me kroutbmmpletod.Excavate „2„= n all areas as Indicated In the dm%ft%Ag—tionsrJnllbe the minlmum Fred & V depths required echl-Ing dean wdkleabed vign mg with stable moisture ';,.. .. haunch dab onto mruamand nonchftig and mnshrinkig mil characteristics.The Contractor 12• pitch treed t,',<; foundation well shag be mapomahis for notification of poor tall characteristics to the Architect Donna Poach Tread 10perfoot foundation wag end shall natpromed whN Ne work untilrecalving tndmdhm/rota lire Architect. 2'Thkk Bk..Wne Treads 3. The Architect has prepared the drawl and sped afieatlona whh an assumed F ra o l a Slab Edge Detail bearingapacityofzOODpoundspersq.Itandanassumadsoilharacterisna i_ cif Thin Stang Rz se. or eared,silly no,dayey soma.agty gravel and dayay gavel law.SIP,sm. 1775 Point Pleasant Road •4 t•� Finished Grade 3/4'•=,'-o•' SC.G.1and GC) ni ew.RCN.9 coal enalyda has been performed es per table I of.on do.n _ Finis ley Mattituck,NY 11952 2 below 0-0 °0 4. Ali excavators for con—to plans and fatting.shag be s minimum of fast v below finished grade amass noted otherwise on the plane. Jurisdiction: S. All baddill hag be loan grenulzrfiR Town of Southold 8. No..tililshagbageriamp agalnd tam nemoadt pr foundation wags �;� wthouttnmile. obackiperbrec P-mutmulredmpmnmumoft o Suffolk County Foundation wa 4 s pro.g, foundation wags.No backfio shag be permuted we fora minimum of two waste ' attar pouring.The Contractor dui he responsible car any damage la mnaele < a 30' o—cutrywall, Drawn By: '�� Typ. Stepped mA��;�chain surface�^^�mrawaylmmau�afonwalteata M.D. ed By: Detail n 4 Footing Detail 8. Stockpile topsoil for rease,redismbme mpmg forfinal grading. M.A.M.of typical porch stapes '.,_,.-p.. ,/Z.,=T._0•• 9. Contmcfdrto excavate all stappeci footings ate per pmnssnd details. Job No. 12' 04e�r et . p E I 2412 treaa 1•-9 exmrforwal floor r ■/!i7_■ {IILr=, eV El :y%..•."s!.: /• piste Sheet Tlge: g4 Raba. each Tre d :� i. --. E Foundation Details I.• rx berstrand SEE 2 R!Q. re-e . n �/t r/a J�I��' Reba 7 �� 4 024`.-° ••''•/4 rebarat I mend e•oo woeo ng r d I Typical Tread Detail �'z—} goutholdTown Typical Base Detail f°usdab°n Sheet Number: �" Board ogrustees 1 O Typical Concrete Stair Details Parallel Rim Detail =3-� Not To Scala A17 rSEPE Michael 2 4 2024 Macrina Architect deccroli 97 L Main Street Stony Brook NY 11790 metal surround Southold Town 3'thick _ Board Of Trustees phone. MI cr[na M Nuedone cap web. MMeaina®MMArohltectAlA.com pleb. MMArchltectNA.com •� ll,em pl v m wawmen!or I" and are 4 E- Ns vadub-C,aDarlY of Ma ardhlt.L tofMpananto of Na wncapta and dedpn tde°e l of ride r - ------- Qo h al U-1 Mint of°Ual1aMail �11 gbe ill Ra2°d1- t of MCI Ykhatl Ya t e art If a at d a nearred, ---------------- .$n'+��a:7;sL -- N °ofeed Mlle caonre�trof the vNnlec"t. ,2 ®,6 12 B Drawing Status: ,B lily 1 B ,2 ,2 D 12 12 D ®16 16® D B ® ®16 1G ® ®e o Issued for ,2 ® — — Construction ®G A ale height m C C Afign i t 1 iF m0n9P�sC ("y ra m 1• Dates: __-_-_-_- renrm� 2g, �af A A WO/24 Bid Set � +i9d ON 92324 Issued for Construction 12 B �d ®dd3.5 ---_— - �'-�, sec.flea suhflaar 12 n$ C gangs plate heihl L •�=: -- F 6m e< FF1 I I - � i breaks II i B I •l A ® A A A I I I �i No. Date Deecrlptlon a o:t 121 I ,03 � 107 A "� I . 0 project: '� m I I �e Proposed f t fact wbf— - -- ' E E E E - Brat floor aubfloor Residence acting height --- - y r --E For F -_ �—� F FbaFred & F Proposed Front Elevation Donna t or slab —_— F--- ,/4"_,•_0•• 1775 Point Pleasant Road Mattituck,NY 11952 DRAWING REFERENCE NOTES Typical'Siding EXTERIOR TRIM BOARDS:,' Flashing".' Stone Veneer ❑ typical siding(sea apecJ 18"Westem Red Cedar Certi-Grade perfection Material For all hodzontal wan to met intersections,Install aluminum cal flash] To be aslected over Ice and watershield undedayment Town of Southold shingles mbe Number I Grade,Blue Label and AlE><ae-Trin Boards a.tobeV.—Weorequal. aver plywood sheathing(we ad.G-1) Suffolk County InstoHad as per the Cedar Shake&Shingle Bureau. Forelf eloped wall to real intersections,Install aluminum stop flashing. Felt Paper a typical roofing(see spec) installation wer30A Install as per manufachaer specfic°bom At windowdripcepato be aluminum with hemmed edge. - over 12°CDX Plywaod Sheahh'g(see shC G-1) T p ❑ typical mete]rooflng(see apeo.) (Imto01W pressure treated Rywood Sheathing Ting at Base) -Instal 2 fasteners per every fmmhg member for trim AB chimney flashing to be copper. .1 ica ROOIIn - Drawn By: C board applications. - YP 9+ =. . Es re -Instal over flat,wild substrate. M.D. lYPkal board and Batton sidling(sae spec) Exposers Ta The W§ether -All Veraatoz'Joints am to be Glued vddh Versatox' .. - AmNtecWml tra HD Roof Shingles to be'GAF' Checked _ s _ Timberline]litre HD over �' Finish adheeiva T Ieal Metal ROOT - 'GGAF'dack enn°ur,continuously wrap up all adjacent m be seleced&dscussed win homeovmer -Utfts 318 grade stainless at..],astorrers wham YP _ g surfaces a min.of IT MAM. E thin stone vanearto be selactod(see spec.) rrecessary over❑ plywood sheathing(me sheet G-1)Comero -Cortez screw and plus feeds,eke,frieze Aluminum Stantlmg Seam Roof be selected over Job Na. Alternate,Weaved Outside&Inside Comers end windowtim. loe and watemhield undedayment,ce,dntuoudy,wasp Color.to be tested ❑ foundation wall below(we Ind.plan) up all dJ ram wall surface.a min,of 2612 n Fasteners Typical Sizes: over plywood sheathing(see sheet G-1) Eave protection:Install(1)Layer of Ice&Watamhiekl Atle eners breach tangle droll he held in place •Fascia Board-1"x8"teach board self-edhe ng Pains,modified bitumen sh-0 tram the Sheet Title: Ventilation eeveeedge to e potnl at least inside the exterior wall _ by two hot-0ipped imocoeted,dainlass death or •Rake Board-1"YJ°blm board over l"xB"mka!ward -None required(un—wad Oil.) fin.of the building. Elevations µ _ aluminum malls or staples.The Fastens,shag be •Frieze Board under save-1'x0"overVV pack-out ♦ Gutters '' - long°noughtopeneb°tefh°sheethingbye,m". •Frieze Board under tale-16xS'cwr%m packaut Low Sloped Roof Protoction(2:12 to 4:12 path):Insist of fir and shall net beoverdfimen. •VNndowCasing&Slg(saedefa0shaetG3) - "" (1)]ayerofice&wafershi ldowrtheplymodsheadvng -Front All Gutlere are to 8"ha9 round aknmmum vdfh hredeb at i24'oc. Staples ehafl not be leas than 18 gage and chat T ical Board a1 Batten'- listoad o4tlie 30ft foil paper• have a—wide of rat less then 711V,and •Soffit-Ya"x SWV9roova Ve—te.soffit board YP - - AR Leaders(downspouts)am to be mund aluminum and the crown offlhe staples shall be parallel with -run parallel to house atfascia soffits Festoners:At erse Fenenre to be carrosi—asictent with dratted into underground piping to drywalls the bud of the shingle. -ran perpendicular to house at rake solids, 1'rQ"ve,tical battona over a ndmmum penetration of 31V into the sheathing.Use(6) 1'x10'verticzl hoards w/10 space fasterrersforeach shingle. - Install gutters an all fascia boards as shave on elevatona. Irwtollation between boards for expansion The Bottom Course shag b Doubled over Henry Blueskin(VP100) Wrtfl d n Color to be selets°c to match trim eou color, own plywood sheathing(sae sheet G-1) -None required(unvemed attic) Sheet Number Exterior Light FixNres All Extarlar Wag Lights am to be instated on R 'r ill x(2)shingle wureestal ■ Reaed Cedar cloakA41 f. A' M ichael Macrina Architect 97 L Main Street Stony Brook NY 11790 FINE phone. 631 686-6585 small. MMacdnaCaMMArchkactAlA.Wm web. MMAmhltwVdA.wm E'er e Thava Dlmie ore m IneWmenl or eervlce arM er _,_ Uv evduvlw pr©orly et Na mNltact _ � p creme tad acre Neaevdravb�pe eheA be proxcutW ' t of dd a to Ne NOevl evlmt of Ua loe.Cop Ighl�021: —_—_—_—_—____--_—_—_—___—_—_ Michel Mocr6w Nchllvof,OC AlId la raarved, lhepagrveved aof the Willten eenyeveat NaoverehRect t I Drewing Status B 12 B jb�.a=lnd -� Issued for BConstruction ate height Dates: •i B — 203 204, _ 3'mortar wash 8/d / - 205 208 A —IF$ "I 024 Bid Set A 9 2W 1 210 F 3e Nick 9P23124 Iswedfor Censtmet)on ol t bluestons lap t2 B '• 4.B see floor sub6ar 1 ®4 Wale height cricket-' 6aNnd ....M_. m 19 9 T drat r M•_ E I •I CL Vey A �- I A t B No. Date Description q tzs I A tog A A b L ttt A Projec 110 ; Proposed ' --- _ - --- �� , - - _ firatflarsu lust Roar subflar _ _— —_— �' - -- E I _= - - -is E - I bg.. Residence- - - _ _ --- - --- Wing h- t - _ _ -------- ;i _� E r'_ __ E - - - - ce3ln Night j For Fred & - ' = --- - - Donna NPof slab -—-—-----—-—-—-—-- ----------'---1-- ------'----1_"- I ------------------- ' -- '--- ---------------------------------7-------------"------'-----------�---------'----- F rag o I a 1775 Point Pleasant Road Mattituck,NY 11952 Proposed Right Elevation Jurisdiction 114..=1.-0.. Town of Southold DRAWING REFERENCE NOTES:'.. ® Suffolk County O typical siding(see epee.) {l/ ( Drawn By: VI S` M.D. © typical roofing(see spoor) Checked D I t► BY: © typiwl metal mofing(we we ) /�t1 9 M.0.M. ❑ typical board end batten siding(we ape..) r D 4 202�-Y ; 241No. D tI Sheet Tide: Othin stom veneer be be selected(see we-) _ (c} (oorMation waA below(we 1M.pWn) SOutholdTows Elevations U 13 OfTrustees - Right Sheet Number: A4m2 R Michael Macrina Arch itect 971-Maln Street Stony Brock NY 11790 phone. 63168M585 ,< email. MMacAna9MMArcWlectAlA.cem MMArch lMNA.=m _ E u...aamw Pn+v.nr or ue arcnn«� _top umaaam.n�a m.aaawt.004 4eavn la.a. of rides - ------------- Proxima an Nex a..bv.ahan ee Pro.easte4 --_-----__ _ __ - t al side Ukh..iu sari rc4�acime4o2Yte.:i.-.ea. ne Part a N.pIT.mar!. caE.lit- m.eq ,1 at..canxnt o/Ma archaic'. A. 12 12 p ®11 Drawing Status: 11� 12 12 11® �11 B ® B t_ ® Issued for Construction '.ale h t 8 _- _- ---------------- late height ' Dates: i 8W 2 ,24 Sd Set LL 1�1 Ell � IE 0]...... IFn FP�� 9 /24 Issued for Construction 0. t _-`----2-- 12 12 sea oor wbfloor - T 4® -7-� A r - B ®4 _ _- _ - _ _ _- _ 6 -_ sac floe aubfioor fl 12 late height laic height � B �� ®4 -_-_ • E � I •j _�n- I •� No. Data Descdpil- ME MEN . 112 113 A 175 118 i 119 project: I; Proposed first floc nroaar ----- -- ------ at a-seh Residence tali hei t - - - - - - - -- - - - - - - ----- • - - _ ce➢in hef 1 If For 1 •; F F F i •� Fred & i I � i a, Donna t of slab _-_-- I _ _-- -- I 1----!- of daD -- -- -------------- - - --- - _ _ ._ �- -----� --- �- Fra ola 1775 Point Pleasant Road Mattituck,NY 11952 Proposed Rear Elevation 114••=1•_0•• Town of Southold Suffolk County DRAWING-REFERENCE NOTES onewn By An Weal eldm9(eee yneJ NLD. U cnaed6y: typical roofing(aee spacJ E 1� 2 �; MAUL © ty{i®I motal roofing(see spe4.) j • Job f4o. 2412 Otypical board and batten siding(tee spec.) Sheet T19e ME thin stensioneertobe selected(eeespec.) SEP 2 4 2024 Elevation � foundation wa®below(we fid.pla°' Southold Town -Rear Board of Trustees ,j Sheet Number: A4m3� L Michael Macrina Architect 971-Main Street Stany Brook NY 11790 phone. 631 68"585 _ -•,, - email. MMecdna@MMArchltectAlA.com _ - web- MMArchltecWA.com `/ E �� mew ww�• �nawmme or eerda ws-e Na oedudw preparty or Ne arthllwt. top or rld a 3;= N,myaawt•or N•<oncwta�a dedw wwa Drwmeea m Nwa aa.m enan be Prpae�tee to Na Mlaal aat•nt of Ne law.�aD Igbt ta34 --------------------- -B —_— Yldiad NawMO lvehtl•et,P,jON'%'=4: u.eiprw(a eewAlten cmyametr llie oo-llto t t r— I 1 Drawing Status: 92 1 L� B Issued for L:iIjA _ Construction Ode heqht L I _ � I iJ al ".J.J r-�r 11 Dates: ' 214 r� .�rA]lt,i J�if B 6f90124 Bid Set A 12 l .; �l h ----- 11�-I �J �r. �z 9rz3rz4 Issued for Conswctlon 12 sac flaw subbov 4® B ..i�J� �.❑A ----_--- a��a p• l-1 ate h.kht Ali9 ■ m � --- mmm ��a bmcke A A No. Date Descdpllon b j =:'AI-:`. „7 q q A ',h� Prolact: I I TI' Proposed fret floor subflow _—_— I I! A —E \ / E _ _ height _ _ Residence -_ For Fred & Donna ---- --------- T\ L Fr ola !-1--------'-� 1775 Point Pleasant Road Mattituck,NY 11952 Proposed Left Elevation "sdictlon: 't/4"_,.-0.. Town of Southold DRAWING REFERENCE NOTES. Suffolk county alypinl an8(see spec, q®ram Q Drawn By: B❑ typical roofing tees spec) 1� p e M.D. FR7cr i9 as onackea 6r: tW.W metal roofing(see epee.) M.A.M. atypical board and bben aiNrg(see spec) �?. athinstone eerreer to be selcted(seespec) P 2 4 2024 Sheet Tltle t F1foundabonwallbelow(seeInd.plan) -_� Elevation F Southold Town - Left Board of Trustees . t Sheet Number: A4A Michael - � Macrina Arch itect 97 L Maln Street Stony Broak NY 11790 c phone. 631 688-6585 email. MMscdna@MMArrhlt`OWA.com web. MMArehltectAlkoom n,a p1 ins e m wehuuent�i Mce Ind.ro 51 t.ftq—."o e Ywnc i to and d 11.keee S1 51 weemtea on uaee dro.ln a ehqu Oe prooecutae to ew M. .abet et Ue b..aoeyrlgM 2a34 ate height n�o"I It"plm�'tm tY e.reprotluced�Itlidri t of ridge ------------------ ------------- ----- � the oWrr_vm.nteac cmeme or ue arcatbct t 12 12 a� �7r Drawing Status: ((1 a%'dig,eardag1 ,2 Xr n I ®16 16®.' "�( 12 - - 1)V'da.nalage bob toe ooAarhato L bo at ea on mllartro to mfbrconnecoon ,6 �®16 .' mRerCOMBctian bet of cogar flea 12 wti� Attu ,: �_ lx - Issued for Attic ^ ,,v 16 7x6°Imee wall R�>L '12 3Z..(glen ® to support R.R. Construction 16® at 3r ae(10'length) 4 .��` al •if 'l `'�_. late height A3.6 Attic qcanlape b S2 bok teach-Hart.to I I- A38 'Zr Dates: refle—ecdon b Bathrm.#4 Bedroo #4 A38 •---_ hot If CA j S2 ai 8/!0/24 Bid Be! LJ MT HIM 9f23Y1b Iswetl for t'bnstruc8on 7 frame renera one sz g(mid j a i ;tx �x E Attic �fx moverlrwbflw'm ,W A3.8 condofloors .- -__. _—_—_ sea floor subfloor cote ' t Mr /�? \,._ ) ; PR AK S��I fly\�l Lti )�)Y,��_ ' } - late Might .,_,_ ...._... .,___ .. Y,•trpe-x aid = —��, .,� ... hoecoN fo e6 we�s n 'firg in garage . Wyss flush beam ushJzeam. 35' `� -t�1�y(1seaAWn (see plan) 9 's Fm me wag with from e'B Imollem studs from 111 28 Garage N n d firstfloorsubil..to Laun ws m9 No. Dale Descrlptlon Room �= secondfloarDlam ool( Study B =. z Foyer S12 1 AA S10 Proposed A3.6 A3.8 feet floor sibfloor --1—_--- _ _—_-- first floor sbfl— Residence ..... ---- ceiling height .E - - - - For Unfinished e Unfinished --- Cellar - Cellar Fred & L----- - - -- :� Section Donna l_ -, -- :,. ': top of dab Fragola 1775 Point Pleasant Road Mattituck,NY 11952 Judsdwtion: Town of Southold Suffolk County Drawn By: M.D. i{ri��C ■■q■D f®y� [[[``` Checked By:Y V I- MA.M. Joo No. !a{ 2412 i�I Sheet 71lle; S E P 2 4 2024 Section -A Southold Town i _ Board of Trustees Sheet Number: A5ml S1 A3.8 _— top of rld a beam �} !- 12 } � 12 11® •�L! ®11 I x/ 11 S2 . 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Section Unfinished J B C •, 1; ------I------ —J - Cellar r top of dab ------ :'. ------------------------------------I •l.-- I Sheet Number: CSection dr \\ , 2_g•� '{--'{- Overhang typical root shingle plywood sheathing 1.and wafersNeld undedayment - B tdm board { M ichael Mk Tlrnberbutld.com ; rake boats M. ri nc Model Ish: moo13T1 Raar gafmr Arch itoct -. , _ .a-.....o-.,,..A-o.:4..............._...�,.-_ _._ _ Fnish:Smooth •-- Species:Western Red Cedar ...........__._-.__._.....__..� ri,�..--.�_.__._....... ..._ ... _—_—_—_ t sr ride 971-Main Street Stony Brook D1Y 11790 soffit board phone. 63168&6%5 12 y, „ arlall. MMecrina@MMArch1tectAlA.com ® Bracket Detail 'A' fde=ebaab o , web, MMArohlteulNA.com Attic Fr 52 1` not to soalo % blocking these pwna we an bol—eet of.arvrce and me _ S2 �m�a d u wawaar�ty u Tt mial a tlgn Ideas --- -MA --..._ %� A3.8 meamtea an uex dr.alnae shall be proeewt.d G' I lehod u«rrk..6H.L',vice�l did to°ro:eme. late height typl®I siding Part er the pima may a roproeucad slmwt Ne e�greaaed nitten consent A the malted plywood sheething Drawing Status: t 10 _ Typical Rake Detail ' Bathrm.#1 3"_ Issued for - " Mfr.Tlmberbuld.com Model#73T3 Construction 1119JIp1 _ -510__ Finish:Smooth typical root shingle \` lc&wabrs iieeldfrom fascia \ 2 D In a ceo we fast floor suhfioa Species:Western e ear \��\` A3.6 � • �� ; —_ aim height Bracket Detail 'B' plywood sheathing a sat not to soaala Dates: Cellar I 'I roof ne6er� &30124 Bid Set UnJished 9123/24 lssuedforconstruction filar I typical gu6er !'fl, 4 2"x soffd -e %: ''..•� '+'g - t of d� uMe ym rd ng 16'oc da a heml at fascia board 2'thick Section bluest one -------------- JJ sy v cap _____ ___ ____ ___ D ' _,._�.. I (daze board soffit boa ,/4 Ddp Cut s No. Date Description 2' g pmlacl Thin Steno Veneer Proposed uan B ayrnenhield , _ ------------ �Y typical aiding Residence _ or ridge beam dadaYmam t u t`\ � `� 616'Ply.Sheathin ` s,J it pMyood ehee0nmg For tt Typical Flat Eave Detail Wood Frame .II Chimney Cap Detail Fred & ----` ,-,/2"_, late height J, ----------_ Donna \^�\ typical roafshirgla Fragola Roof 1.&—ler.Hcldfromfaaciato 1775 Point Pleasant Road Deck 24°pastlnsidefawof-11 Mattituck,NY 11952 S2 // "'�� p"od sheathing yes l...roof raf(sr� � Jurisdiction: ` \ �. s5 4.. ® awDper : Town of Southold A35sec floor abdoa - -' \ p b "=�= Suffolk County Foyer ----- 1r1... ------ ------------ \ r Il Ii lypicalguder Drawn By: bbatlng ea I" framing at l6•m i M.D. Checled S E P 2 202�� wcasea y k - M.A.M.By: Covered _' I, III, +' mob Patio#1 y � il'T Kitchen (I� Job No. __ — $OUtt10{dTOWn (aaIdewewcMa�lpla, ili zalz -_ ------ fusl600 suhaam _=_--- _ ___ Board of Trustees ea�beaad Sheel Tide: feat boa cub6aar __ a' g ecam hei t --------------- _ - neoaIdsn�a7 (>earoar�'m'h Section P ) Exterior Details g wrap beam Section Unfinished;; Unfinished Section Unfinished Hugo./.id9 of wWmn y4 veaaex „4••_ ,°_o•• Cellar ,.a••_V-o" Cellar Sheet Number: Typical Porch Eave Detail top of dab _---_—_—_—_---_ _—___ _ A53 l _ _ ADF VEN .ES LLC. 1775 POINT PLEASANT R 1,MATTITUCK TA Ak f a ^*11 M Figure 1. Looking north along top of bank(right)and waterside of existing dwelling(left)located 21 feet from top of bank, to be removed and replaced with new dwelling located more than 100 feet from top of bank. Iry r 4, � i } Figure 2. Looking west toward existing dwelling from vegetated area seaward of top of bank to remain as non-disturbance buffer, and over location of area within 15 feet of top of bank to be restored and maintained as vegetated non-turf buffer. ADF VEN' ES LLC, 1775 POINT PLEASANT R 1,MATTITUCK V 7.1 z r -Idl.- l ��• y:. ter. ,F Figure 3. Looking east from existing dwelling toward top of bank,location of proposed 15 ft wide vegetated non-turf buffer landward of top of bank,and vegetated area seaward of top of bank to remain as non-disturbance buffer. .... 4 ilk pu J � l 1'{ Ip NI r Figure 4. Looking east over location of proposed dwelling to be located more than 100 feet from top of bank;and toward existing dwelling and location of proposed swimming pool to be constructed within most landward portion of existing dwelling/deck footprint 8 4 ' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY Cgs Stony Brook,50 Circle Road;Stony Brook,NY 11790 P.(631)444,0365 1 F:(631)444-0360 www.dec:ny.gov LETTER.OF NO JURISDICTION: TIDAL WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION September 16, 2024 ADF Ventures LLC 138.Oregon Ave. 18 '� . Medford, NY.11763 �....,, ` - Re: .DEC# 1=47-38-04849L00002 SEP 2 4 2024 ADF.Ventures LLC Property: 1775 'Point Pleasant SCTM#1000-114-1,6 Southold Town Beard ofTrustees Dear Applicant: Based on the information you submitted the Departmentof Envir..ontnental Conso Ovation has determined that.the portion_of-the subject property',landward of the litieJabeled'"10' CONTOUR LINE N:G.V:D 1929 DATUM'% as shown on the_sunr'ey prepared by Metes and Bounds Surveying, last revised August 21, 2024, is beyond the.jurisdiction of.Art_icie 25 (Tidal Wetlands). Therefore; in accordance with..the.current TidallNetlands.Land Use Regulations(6NY.CRR Part.661),no permit is required under the Tidal Wetlands Act. Please be advised, however-; that rto 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 thaf:all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to.the ground surfa.ce:or Vegetation within Tidal Wetlandsjurisdiction which may result,from your project. Such precautions may include maintaining.adequate work'area:between the tidal 'Wetland.jurisdictional boundary and your project (i.e.-a 5'. to'20' wide construction area) or erecting a tern po�aiy lance., bare er; or hay bale berm. Please be advised that DEC has documented the summetoccurrence of.the. Northern Long_Eared.Bat (NLEB) ft6tis:septentrionalis),,a species fisted,as."endangered" by . both New:York State and:the US Fish & Wildlife Service, within.. miles of the.project location. We have determined that tree cutting at.this.location between March.1 and November 30.of ary calendar year may-result.in.the "take" of these end angered%threatened. species or their habitat within the meaning of Environmental Conservation Law (ECL)-§1'1=535. The term "take''-is defined in part as.the direct killing or injury of individual members..of a protected species, interference with critical Breeding, foraging, migratory,or other essential behaviors,. or the adverse modification of the species' habitat.. The "take" of..aspecies listed as .endangered or threatened is prohibited in.the of a permit.from this Department, issued. NEWYORK i'DeDartrt ggRf 'I.., ovroplUNm :DWirbrintdrital - Cotuervatlon - pursuant to ECL §11-535. In order to avoid an Endangered Species "take," no tree cutting activities may be conducted at the project site between the dates of March I and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered.Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0310. 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, , 41sa Scott Permit Administrator cc: BMHP Wildlife file D E E V r , f� SEP 2 4 2024 Southold Town Board of Trustees �, j /e • 462.66. LOT 5r :w` a•/,,B,p;, ry. yr" (DEED), eb,Po°°.[ 1 y. 5 T 30,E- N+`ys �` ;•�1< `..il nyr Q` ��-'I�� p I r �Py.I�",°'�F:�ti G� ZZ ^� ! .�^ -\A~•\1 � y'ry�-'-, p.o��,d�fYL,^,�,l: ui IYtA^aL - 1 . •�N�]3'4]'30'%)'. (DEED) wr O<dJil _N 7547'30'W , j (TA%NAP) rl y^7 420' SURVEY OF LOTS 15 & 16 Y +� AIAP OF POINT PLEASANT ��;.• , FIX Xo.]20 rI—NAY 17.I— / 4 `� SITUATE WATER SERVICE NOTES: _ MATTITUCK mti :",.=.1+I TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.TAX No. 1000-114-01-06 • ,yid "p4 SCALE 1'=40' 11 JANUARY 22,2024 JUNE 28.2024-ADD PROPOSED SITE PLAN rvm R..me,vcf 1 A. leas JULY 22,2024-UPDATE SITE PLAN J LA ULY 24.2024-UPDATE SITE PUN °ass AUGUST 21,2024-UPDATE SITE PLAN r 9e�I __ a�vwca.l Rory Doom euxo�c wn) W'n TO ALLOT AREA O omuoaP° TOTAL LOT AREA=62 f1. dz•G4r S ( 1.41 44 ac. j , aAw WETLANDS AREA=3.930 AR.11. 0.09 ac. typical Dameli Detail TOTAL LOT AREA=66,dd0 A9.11. (e[[e) 1.525 RA. 0� x. smr r.,,r..mv. TOTAL l0i AREA=66,440 sa.11. (Too ura 1.52S o nv a�'ui�n.wµndmw wW'i, TA%MAP AREA=73,000 l 'dA 0.9 (m"�•AUN11-14• IF A EA 1.676 oc. jr Coll Befaw You DI •Tqd LN w.nrme I v,wemd.ewlde bwnevry•azs16 en 775 O"PT�, � �`� fi26tOdA x•fsoxd(rAar.•mr.elAulovrav9q �F__:,�.% �—�_'-- 1 LOT COVERAGE CALCULATIONS �O�" m I„x,6lolwe,AA•ey6lod .-�a�� I TOTAL q HOU6EAO 6,11DSF r H0(tCH pl ha6F -'T-) '1 C R7 cr C —a W 2L 7�L I 0.EARPATIO(•o.vnd6lmmuele4) ro69f � u u j - POOLA POOL PATKI ;1165P r\'? f19% C r•� 1 �� 11f 1roT,rtsenr x um s�w�i�c y � ® METES AND BOUNDS SURVEYING ®' ^' ",'�,`"; ({, �_}—I'• F HI PRO BST 11967 I { ` a SH PRO NY 11967 f4` PHO NE(516)972-5812 ;ry/ "r."yd"ern411¢ymee.AAm j' LOTS: 06 BLOCK:01 SECTION:114 DISTRICT: 0000 'N•"" �� J/ I • '� NOTF'c, MAP OF:POINT PLEASANT °�^~tea p•d,0.,rwOf^'°°"" '" �� I TY�.isb• two M wn)v a.+n>.esa .a, TA n[�r ri i�rz Jel.ico 01 H SITUATED AT: OCK TM O ( Avus o[imuwso•io a ouieor n,c v rr uws[n TOWN OF SOU1NOfD.SLiFOLK CO.,N.Y. �„,w`"`^•^'°oen6 kgLtq q` z s[A ntv�rou[�v(m`Lm iIasr uflOSE CERTIFIED �NtJE TO JOB No.:m1 24-106u I - DATE: JANUARY 22,2024 - / ANEW, 10,01 ) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 16, 2024 Re: LWRP Coastal Consistency Review for ADF VENTURES, LLC SCTM# 1000-114-1-6 En-Consultants on behalf of ADF VENTURES, LLC requests a Wetland Permit to demolish existing two-story dwelling with attached deck and remove existing septic system; conduct construction activity within 100 feet from the top of bank in order to construct a two-story, single-family dwelling with attached garage, porches, patios, outdoor kitchen, I/A OWTS sanitary system, and driveway, all to be located more than 100' from top of bank; construct a 20'x40' swimming pool and 1,346sq.ft. grade-level masonry pool patio; install 4' high pool enclosure fencing, pool equipment, and a pool drywell; install stormwater drainage system; plant five (5) native hardwood trees within 100' from top of bank; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer along the landward edge of the top of bank. Located: 1775 Point Pleasant Road, Mattituck. SCTM# 1000- 114-1-6 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 LWRP. 1. Increase the width of the vegetated buffer to the greatest extent practicable, Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney � t1FF01,49 Carol Brown,Chairperson Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 " Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., December 11, 2024 the following recommendation was made: Moved by Carol Brown seconded by Nancy May, it was RESOLVED to SUPPORT the application of ADF VENTURES, LLC to demolish existing two-story dwelling with attached deck located 21' from top of bank, and construct a new two-story, single-family dwelling with attached garage, porches, patios, outdoor kitchen, and driveway; all located more than 100' from top of bank; construct a 20'X 40' swimming pool and 1,346 sf. grade-level masonry pool patio located at least 50' from top of bank; install 4' high pool enclosure fencing, pool equipment and pool drywell; remove existing septic system located 73 sf. from top of bank; and install new I/A OWTS sanitary system more than 100' from top of bank; install stormwater drainage system; plant five native hardwood trees within 100' of top of bank; establish and maintain 15' wide vegetated non- turf buffer along landward edge of top of bank; and maintain area seaward of top of bank as a non-disturbance buffer. Located: 1775 Point Pleasant Road, Mattituck. SCTM#114-1-6 Inspected by: Carol Brown, Nancy May, Shannon Wright The CAC Supports the application with a 20' non-turf buffer planted with native vegetation, no clearing between the top of the bank and the water, and the pool is moved back at least 50' from the top of the bank. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President aOF S0 Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski Ji Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �� Fax(631)765-6641 COWNF` BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application D E E ' V E _Wetland Permit Application Administrative Permit NOV 1 9 2024 Amendment/Transfer/ExtensionT— Received Application: l I �q oty Received Fee: $ a t"oSoulholdTown Completed Application: Z L Board°fTmstees Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: C d�AC Referral Sent: l �� 3 _Date of Inspection: a I a. Receipt of CAC Report: Technical Review: ___ Public Hearing Held:--)A! 1 o1 Resolution: Name of Applicant ADF Ventures, LLC c/o Fred Fragola,Managing Member Address 138 Oregon Avenue,Medford,NY 11763 Phone Number: 631 654-1771 Suffolk County Tax Map Number: 1000 - 114- 1 -6 Property Location: 1775 Point Pleasant Road, Mattituck (located on east side of Point Pleasant Road,+/-23 F north of Silkwood Road) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton,NY 11968 Phone:631-283-6360 CC"f 0 a] q �a� Board of Trustees Applic< 'n GENERAL DATA Land Area(in square feet): 66,440 sf Area Zoning: R-40 Previous use of property: Residential,single-family dwelling Intended use of property: Same,with new dwelling and swimming pool Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X 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 X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. X Yes No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees#275 5-15-1986,transferred 5-24-2024 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Demolish existing 2-story dwelling with attached deck located 21 feet from top of bank,and construct a new 2-story,single-family dwelling with attached garage,porches,patios,outdoor kitchen,and driveway,all located more than 100 ft from top of bank; construct a 20'x 40'swimming pool and 1,346 sf grade-level masonry pool patio located at least 50 ft from top of bank;install 4'high pool enclosure fencing,pool equipment and pool drywell;remove existing septic system located 73 ft from top of bank,and install new I/A OWTS sanitary system more than 100 feet from top of bank;install stormwater drainage system;plant five native hardwood trees within 100 ft of top of bank;establish and maintain 15-ft wide vegetated non-turf buffer along landward edge of top of bank;and maintain area seaward of top of bank as non-disturbance buffer,all as depicted on the survey/site plan prepared by Metes and Bounds Surveying,dated January 22,2024, last revised November 4,2024. and of Trustees Applicatio^ WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To remove existing dwelling,and construct new dwelling and swimming pool;and to replace and relocate existing septic system with new low-nitrogen,innovative/alternative sanitary system(I/A OWTS). Area of wetlands on lot: 3,930 square feet Percent coverage of lot: 5.9 oio Closest distance between nearest existing structure and upland edge of wetlands: > 100 feet Closest distance between nearest proposed structure and upland edge of wetlands: > 100 feet Does the project involve excavation or filling? No X Yes (as required for construction of new dwelling, If yes, how much material will be excavated? TBD cubic yards swimming pool,sanitary system,and drainage system) How much material will be filled? TBD cubic yards (as required to fill footprint of existing dwelling TBR) Depth of which material will be removed ovr KMd: +/-9 feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Standard construction practices. 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): See attached addendum. WETLANDS PERMIT APPLICATION ADDENDUM FOR ADF VENTURES, LLC 1775 POINT PLEASANT ROAD MATTITUCK,NY SCTM#1000-114-1-6 Statement of Effect Consistent with the standards for issuance of a Town wetlands permit set forth by Town Code Section 275-12,the proposed replacement of an existing dwelling with a new dwelling and swimming pool would not adversely affect Town wetlands but should in fact have a net beneficial impact on the adjacent naturally vegetated bank and tidal wetlands ecosystem associated with Mattituck Creek. Specifically,as a result of the below described design elements and incorporated mitigation measures, the project would result in increased vegetated buffers and separation distances between structures and the adjacent naturally vegetated bank and wetlands; potentially reduced runoff and improved runoff quality; and potentially improved groundwater and surface water quality, thus also furthering the respective LWRP Policy 5 and 6 goals of protecting and improving water quality, and protecting and restoring the quality and function of Town of Southold ecosystems. A) Project Design 1) All new construction would be located more than 100 feet from the tidal wetlands boundary associated with Mattituck Creek. 2) The existing dwelling located approximately 21 feet from the top of bank would be removed and replaced with a dwelling located more than 100 feet from the top of bank; and the proposed swimming pool and patio would be located partially within the footprint of the existing house and deck and at least 51 feet from the top of bank, all in compliance with the minimum setbacks set forth by Section 275-3(D)(1)(a). 3) The existing dwelling, which is also located seaward of the "pier line" defined by Section 275-2, would be replaced by a new dwelling located landward of the pier line, in compliance with Section 275-11(A)(3). B) Additional Mitigation 1) The existing conventional and nonconforming septic system, which is located 73 feet from the top of bank, would be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS) located more than 100 feet from the top of bank. Unlike conventional septic systems,the I/A OWTS is designed to significantly reduce nitrogen loading into the groundwater table. 2) A stormwater drainage system consisting of leaders, gutters, and drywells is proposed to collect and recharge roof runoff; and a separate drywell is proposed to capture pool backwash. 3) Five(5)native hardwood trees are proposed to be planted within 100 feet of the top of bank to replace previously removed trees. 4) A 15-ft wide vegetated non-turf buffer is proposed along the landward side of the top of bank, which would provide a sink and filter for excess nutrients contained in potential surface water runoff before it reaches the adjacent bank and Mattituck Creek. 5) The naturally vegetated area located seaward of the top of bank would be permanently maintained as a non- disturbance buffer. 6) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. Y V, 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: ADF Ventures Residence Project Location(describe,and attach a location map): 1775 Point Pleasant Road,Mattituck, Suffolk County, SCTM#1000-114-1-6; located on east side of Point Pleasant Road,+/-23 P north of Silkwood Road), location map attached. Brief Description of Proposed Action: Demolish existing 2-story dwelling with attached deck located 21 feet from top of bank,and construct a new 2-story,single-family dwelling with attached garage,porches,patios,outdoor kitchen,and driveway,all located more than 100 ft from top of bank; construct a 20'x 40'swimming pool and 1,346 sf grade-level masonry pool patio located at least 50 ft from top of bank;install 4' high pool enclosure fencing,pool equipment and pool drywell;remove existing septic system located 73 ft from top of bank,and install new I/A OWTS sanitary system more than 100 feet from top of bank;install stormwater drainage system;plant five native hardwood trees within 100 ft of top of bank;establish and maintain 15-11 wide vegetated non-turf buffer along landward edge of top of bank;and maintain area seaward of top of bank as non-disturbance buffer,all as depicted on the survey/site plan prepared by Metes and Bounds Surveying,dated January 22,2024,last revised November 4,2024. Name of Applicant or Sponsor: Telephone: 631-654-1771 ADF Ventures,LLC E-Mail: lowellelectric@gmail.com Address: c/o Fred Fragola,Managing Member; 138 Oregon Avenue City/PO: State: Zip Code: Medford NY 11963 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule, or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC, Suffolk County Department of Health Services X 3.a.Total acreage of the site of the proposed action? 1.525 acres b.Total acreage to be physically disturbed? 0.69 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.525 acres 4. Check all land uses that occur on, adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes, identify: X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new, I/A OWTS sanitary X system is proposed. 12.a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? X b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes, briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE I jWe . RMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor na Herrmann,Coastal Mgmt. Specialist Date: November 18,2024 Signature: � Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2.Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b. public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may 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 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. 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' AUTHORIZATION (Where the applicant is not the owner) Fred Fragola, Managing Member I/We, ADF Ventures, LLC owners of the property identified as SCTM# 1000, 114-1-6 in the town of Southold New York,hereby authorizes , En-Consultants 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 pr rty. N/A Property O Signatu a Property Owner's Signature x Fred Fragola, anaging Member ADF Ventures, LLC SWORN TO BEFORE ME THIS _ DAY OF 20. I Notary c ; KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 Qualified in Suffolk County My Commission Expires August 02,20_ __- rd of Trustees Applicatia _ AFFIDAVIT Fred Fragola, Managing Member ADF Ventures, 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. N/A ignature o ro rty O er Signature of Property Owner Fred Fragola, Managing Member ADF Ventures, LLC SWORN TO BEFORE ME THIS DAY OF OcA ,20�� otary Public KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk county My Commission Expires August 02,20, APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part'of iown officers and emnlovees.The oumose of, ahis.form is to'brovide information which can.alert the town of possible conflicts of interest and allow-it to take whatever action is necessary to avoid same. Fred Fragola, Managing Member YOUR NAME: ADF Ventures, LLC (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or'official map Planning Other (if"Other-,name the activity.) Do you personally(or through your-company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest.`Business interest"means a business, including a,partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than.5%o he 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 Town of Southold Title br position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): _aA)the owner of greater than 5%of the shares of the corporate stock of the 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); —R C)an office,director,partne,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this da_ of Signature_— , _ Print Name Fred Frao la ana in M tuber Fortn TS I A ventures,LW q t APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME : Herrmann, Robert E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit XXX Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child) have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the 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 Submitted this j82�ay of November ,2024 Signature Print Name Robert E. Herrmann • SBardof V E F NOTICE TO ADJACENT PROPERTY OWNE 2024 BOARD OF TRUSTEES, TOWN OF SOUTHOLD wn In the matter of applicant: tees ADF Ventures,LLC SCTM#1000-114-1-6 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish existing 2-story dwelling with attached deck located 21 feet from top of bank,and construct a new 2-story,single-family dwelling with attached garage,porches,patios,outdoor kitchen,and driveway, all located more than 100 ft from top of bank;construct a 20'x 40'swimming pool and 1,346 sf grade-level masonry pool patio located at least 50 ft from top of bank; install 4'high pool enclosure fencing,pool equipment and pool drywell;remove existing septic system located 73 ft from top of bank,and install new I/A OWTS sanitary system more than 100 feet from top of bank; install stormwater drainage system;plant five native hardwood trees within 100 ft of top of bank; establish and maintain 15-ft wide vegetated non-turf buffer along landward edge of top of bank;and maintain area seaward of top of bank as non-disturbance buffer,all as depicted on the survey/site plan prepared by Metes and Bounds Surveying, dated January 22,2024,last revised November 4,2024. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 1775 Point Pleasant Road,Mattituck 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: Wed.,Dec. 18,2024 @ 5:30pm;Town Hall Meeting Room,53095 Main Rd.,Southold 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. ADF Ventures,LLC c/o Fred Fragola,Managing Member PROPERTY OWNERS NAME: 138 Oregon Avenue MAILING ADDRESS: Medford,NY 11763 PHONE #: 631-654-1771 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 1000-114-1-5.1 1605 Pt Pleasant Road D Harkoff Revocable Trust PO Box 1269,Mattituck,NY 11952 1000-114-1-7.2 1300 Veterans Memorial Hwy, Suite Pt. Pleasant Property Management LLC Hauppauge,NY 11788 1000-114-1-8.4 210 Fairview Road Aaron W Ford Palm Beach,FL 33480 1000-114-2-1.2 P.O.Box 1179 Town of Southold Southold,NY 11071 DEC 1 1 2024 Southold Town Board of Trustees STATE OF NEW YORK COUNTY OF SUFFOLK Robert E. Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 10th day of December ,20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were M 'led to each of said persons by (certified)(regisoerw mail. Robert E.Hernn Coastal Managment Specialist Sworn to before me this loth day of December ,2024 KIM H. STEPHENS Notary Public-State of New York No.01ST5015931 Qualified in Suffolk County Notary My Commission Expires August 02,20 U.S. -Postal Service'Tm U.S. Postal Service TM CERTIFIED MAILO .RLCEIPT CERTIFIED MAIL@ RE.C'EIPT- r:j I Domestic Mail Only Er Domestic Mail Only For delivery information,visit our website at WWW.Uslos.com". M r1- Certified Mail Fee A P Ir Certified Mail Fee ru rU a M $ Extra Services&Fees(check box,add fee as appropriate) rf ram" M $ Extra Services&Fees(check box,add fee as appropriate) El Return Receipt(hardcopy) $— rq [:]Return Receipt(electronic) $ rq ❑Return Receipt(hardcopy) $ E3 Postmaf r ❑Return Receipt(electronic) $ Postmair 3 J 1-3 11 Certified Mall Restricted Delivery $ Here GC3 El Certifted Mall Restricted $ 1-3 ) � cted Delivery E]Adult Signature Required $ % C3 [I Adult Signature Required $ [jAdult Signature Restricted Delivery$ • []Adult Signature Restricted Delivery$ Posta A M ge C3 e Postage M $ M $ M Total Postag M Total Poste $ D Harkoff Revocable Trust $ rU Sent To ru Pt Pleasant Property Management LLC ru 1605 Pt Pleasant Road ru Sent To C3 '9YjiKifid-Aj PO Box 1269 C3 Streefandr 1300 Veterans Memorial Hwy, Ste 130 ------- IF%- ------------- Hauppauge,NY 11788 Guy,State,2 Mattituck,NY 11952rry; ------- 6��Wm - -------- MA -U04 7530702-00U 7 bee Heve--rs—ero—r, rn-s7ru—ctions U.S. Postal Service"m U.S. Postal ServiceT"-' C3 I CERTIFIED MAILP RECEIPT CERTIFIED MAILP RECEIPT rU Domestic Mail Only 0 Domestic Mail Only _r Q 2-70 M Er Ir Certified Mall Fee Er 03 F 1" L9 L ru Er Certified Mail Fee $ ru M 1C. Extra Services&Fees(checkbox,add fee as appropriate) M El Return Receipt(hardcopy) s— v txtraServices&F S(checkbox,add fee as appropriate) 0'�1� Return Receipt(hardcopy) $=1 El Return Receipt(electronic) $ Postmark $- 1-3 []Certified Mall Restricted Delivery $ Here C:3 Ej Return Receipt(electronic) C3 ❑Certified Mall Restricted Delivery $ C-3 El Adult Signature Required $ 1)3-o 0 red Ej Adult Signature Restricted Delivery$ VZO7, b C3 []Adult Signature Required $ C3 Postage r E]Adult Signature Restricted Delivery$ _3 M Postage M $ M M Total PoSta-- V M $ $ M Total Pc ru n-i Sent To Town of Southold ru $ Aaron W. Ford PO Box 1179 ------ ru Sent To 0 *Nii5K5 210 Fairview Road ---------- Southold,NY 11971 ------ Palm Beach,FL 33480 r-IM211 M. Glenn Goldsmith,President ��Coffat,t�o Town Hall Annex A.Nicholas Krupski,Vice President �� Gym 54375 Route 25 Eric Sepenoski y i P.O.Box 1179 Liz Gillooly p Southold,NY 11971 Elizabeth Peeples 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 ADF VENTURES,LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING im�C�. r "TVAPHAr FORA A , _ EZ!'91 1 - A lam/ H� I�G �� O#IP �+�r� •_!Ste'-� �,' ��G- I�HrDA�Y � �A�E�1� I, Tyler Rochon , residing at/dba En-Consultants 1319 North Sea Road, Southamppon, NY 11968 being duly sworn, depose and say: That on the 10thday of December , 20 24 , I personally posted the property known as 1775 Point Pleasant Road, Mattituck; SCIM #1000-114-1-6 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,December 18,2024. Dated: P/181 (s' ature) Sworn to before me this 18th day of?�. 2024 KIM H. STEPHENS Notary Public-State of New York 4Notarytlic' No.01 ST5015931 Qualified in Suffolk County , K My Commission Expires August 02,20—J 'ml !4EAN , ■ 10 11 I NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: ADF VENTURES, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing two-story dwellings with attached deck and remove existing septic system; conduct construction activity within 100 feet from the top of bank in order to construct a two-story, single-family dwelling with attached garage, porches, patios, outdoor kitchen, I/A OWTS sanitary system, and driveway, all to be located more than 100' from top of bank; construct a 20'x40' swimming pool and 1,346sq.ft. grade-level masonry pool patio; install 4' high pool enclosure fencing, pool equipment, and a pool drywell; install stormwater drainage system; plant five (5) native hardwood trees-within 100' from top of bank; and to establish and perpetually maintain a 15' wide vegetated non-turf buffer along the landward edge of the top of bank. Located: 1775 Point Pleasant Road, Mattituck. SCTM# 1000-114-1-6 TIME & DATE OF PUBLIC HEARING: Wednesday, December 18, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view-the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nifg icant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 114 - 1 _ 6 PROJECT NAME ADF ventures,LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Demolish existing 2-story dwelling with attached deck located 21 feet from top of bank,and construct a new 2-story,single-family dwelling with attached garage,porches,patios, outdoor kitchen,and driveway,all located more than 100 ft from top of bank;construct a 20'x 40'swimming pool and 1,346 sf grade-level masonry pool patio located at least 50 ft from top of bank; install 4'high pool enclosure fencing,pool equipment and pool drywell;remove existing septic system located 73 ft from top of bank,and install new I/A OWTS sanitary system more than 100 feet from top of bank; install stormwater drainage system;plant five native hardwood trees within 100 ft of top of bank;establish and maintain 15-ft wide vegetated non-turf buffer along landward edge of top of bank;and maintain area seaward of top of bank as non-disturbance buffer,all as depicted on the survey/site plan prepared by Metes and Bounds Surveying, dated January 22,2024,last revised November 4,2024. Location of action: 1775 Point Pleasant Road,Mattituck Site acreage: 1.53 acres Present land use: Residential,single family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: ADF ventures,LLC (b) Mailing address: c/o Fred Fragola,Managing Member 138 Oregon Avenue,Medford,NY 11763 (c) Telephone number: Area Code 631-654-1771 (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 federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. Yes No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable i Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ®Yes ❑ No ❑ Not Applicable Consistent with the objectives of Policy 4,an existing dwelling located approximately 21 feet from a top of a sloped bank will be removed and replaced with a dwelling located more than 100 feet from the top of bank;and the proposed swimming pool and patio will be located at least 51 feet from the top of bank,all within a FEMA-designated Flood Zone X and in compliance with the minimum top of bank setbacks set forth by Town Code Section 275-3(D)(1)(a). Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached addendum. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR ADF VENTURES, LLC 1775 POINT PLEASANT ROAD MATTITUCK,NY SCTM#1000-114-1-6 LWRP Policies 5& 6 Consistent with the standards for issuance of a Town wetlands permit set forth by Town Code Section 275-12,the proposed replacement of an existing dwelling with a new dwelling and swimming pool would not adversely affect Town wetlands but should in fact have a net beneficial impact on the adjacent naturally vegetated bank and tidal wetlands ecosystem associated with Mattituck Creek. Specifically,as a result of the below described design elements and incorporated mitigation measures, the project would result in increased vegetated buffers and separation distances between structures and the adjacent naturally vegetated bank and wetlands; potentially reduced runoff and improved runoff quality; and potentially improved groundwater and surface water quality, thus also furthering the respective LWRP Policy 5 and 6 goals of protecting and improving water quality, and protecting and restoring the quality and function of Town of Southold ecosystems. A) Project Design 1) All new construction would be located more than 100 feet from the tidal wetlands boundary associated with Mattituck Creek. 2) The existing dwelling located approximately 21 feet from the top of bank would be removed and replaced with a dwelling located more than 100 feet from the top of bank; and the proposed swimming pool and patio would be located partially within the footprint of the existing house and deck and at least 51 feet from the top of bank, all in compliance with the minimum setbacks set forth by Section 275-3(D)(1)(a). 3) The existing dwelling, which is also located seaward of the "pier line" defined by Section 275-2, would be replaced by a new dwelling located landward of the pier line, in compliance with Section 275-11(A)(3). B) Additional Mitigation 1) The existing conventional and nonconforming septic system, which is located 73 feet from the top of bank, would be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (UA OWTS) located more than 100 feet from the top of bank. Unlike conventional septic systems,the I/A OWTS is designed to significantly reduce nitrogen loading into the groundwater table. 2) A stormwater drainage system consisting of leaders, gutters, and drywells is proposed to collect and recharge roof runoff; and a separate drywell is proposed to capture pool backwash. 3) Five(5)native hardwood trees are proposed to be planted within 100 feet of the top of bank to replace previously removed trees. 4) A 15-ft wide vegetated non-turf buffer is proposed along the landward side of the top of bank, which would provide a sink and filter for excess nutrients contained in potential surface water runoff before it reaches the adjacent bank and Mattituck Creek. 5) The naturally vegetated area located seaward of the top of bank would be permanently maintained as a non- disturbance buffer. 6) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. See attached addendum. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's w- -de endent uses and promote siti�_,a4 new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ElNo ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY4k__-TITLECoastal Management Specialist DATENovember 18,2024 Robert E. H Amended on 811105 ao� � Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 114 1 6 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN iI isfr cF Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# /WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 1.(S.F./Acres))525 Acres Generated by a Two(2")Inch Rainfall on Site? X Elthe Scope of work for Proposed Construction) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 0.69 Acres Site improvements and the permanent creation of construction activity? (S.F./Acres) Impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed X PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Demolish existing 2-story dwelling with attached deck located 21 feet from top Slopes Controlling Surface Water Flow, of bank,and construct a new 2-story,single-family dwelling with attached 3 Does the Site Plan and/or Survey describe the erosion XF garage,porches,patios,outdoor kitchen,and driveway,all located more than 100 and sediment control practices that will be used to ft from top of bank;construct a 20'x 40'swimming pool and 1,346 sf grade-level control site erosion and storm water discharger.This masonry pool patio located at least 50 ft from top of bank;install 4'high pool Item must be maintained throughout the Entire Construction Period. enclosure fencing,pool equipment and pool drywell;remove existing septic system located 73 ft from top of bank,and install new I/A OWTS sanitary 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Nat ura system more than 100 feet from top of bank;install stormwater drainage system; Existing Grade involving more than 200 Cubic Yards plant five native hardwood trees within 100 ft of top of bank;establish and of Material within any Parcel? maintain 15-ft wide vegetated non-turf buffer along landward edge of top of 5 Will this Application Require Land Disturbing Activities bank;and maintain area seaward of top of bank as non-disturbance buffer,all as Encompassing an Area in Excess of Five Thousand depicted on the survey/site plan prepared by Metes and Bounds Surveying,dated (5,000 S.F.)Square Feet of Ground Surface? January 22,2024,last revised November 4,2024. 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges, p (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious ffor Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1:1 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-vay? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices thatwill be used and/or Removal of Vegetation and/or the Construction of any ❑ constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?(This item will NOT include the Installation of Driveway Aprons.)potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE:A Check Mark(X)and/or Answer for each Question is Re aired for a Completed Application). STATE OF NEW YORK, COUNTY OF Suffolk SS That I, Robert E.Herrmann -------being duty sworn,deposes and says that he/she is the applicant for Permit, ------------------------------- (Name of individual signing Document) And that he/she is the Agent for Owner ------------------------------ --------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; 18th November ,20 24 daYo , Notary PuVfta, -- --(------ gnature of Applicant) FORM - 06/10 Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk County My Commission Expires August 02,20 5 t i e EN-CONSULTANTS C � fV � Ir November 18, 2024 K.-A i i 1 Town of Southold ;! Board of Trustees i N O V 1 9 2024 54375 Main Road Post Office Box 1179 SouUlOia iowin Southold,New York 11971 RmMnfTn. f. Re: ADF Ventures, LLC 1775 Point Pleasant Road, Mattituck SCTM#1000-114-1-6 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Photographs. 2. Copy of Operating Agreement for ADF Ventures, LLC. 3. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 4. Four(4)survey/site plans prepared by Metes and Bounds Surveying, dated January 22,2024, last revised November 4,2024. 5. Application fee of$1,250.00. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sinc rely, Robert E. errmnn Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting ` ' � I- ............ ................................. ...... ........................................ ............................ ........... ...... ................ ....... . ...... ... ... .................. ...... 146:4i.:- A"Woderate:4 .......... ............. u. .. 6;orge Impact:.:::,impa ct ............ ............................................... ......... .......... ... . ................... .. .. :: .. .................... . . ........................ ...... .... ................................ ....... ...... ........................... ............. X....-.u....r. 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