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Erath & Son, LLC
o d ',,'iV D•- ti•'"Or 0/ yi. .-."••4 j•rypy_ : ,�Rir`b�� "t .•'f,0��:+Oiili•.Sy.- .,, ii�ti�^� ..�'ti�$i i'i'oi• - •:g"iQ+ •'ii�y _ -".iouN 40 9� .it di• �e�, c 1 o•'•y � a�l :Z',. ., �'�6 a•' •. e �.. �.. e o'er '•'� o'w", > °�4. �",I+4S^.`41'f".L^.'Le:Z.�e•�.�C"1;"^,4F•�':T,G!^�••glR adA:C''6"Y,^..'S_aS43ifi1.�&DS?•.�.'.�"v�tQ:Ct'4':L'S7�`A:s�'*f�tAL'�6a'S�ff9vR49W'1tY^q'�'. �',•t"G'd"�'lt�L�SSf.';!t:Y:.q=",a1,C"!�?'oJlRhAfRYS"I�d?2 �g F BOARD OF SOUTHOLD TOWN TRUSTEES 1 E` SOUTHOLD,NEW YORK w Z G, to LC PRoPi PERMIT NO.9842 DATE: MARCH 18,2021 tbw VAI. ~'+ ISSUED TO: ERATH&SON,LLC (,p„�-T�f$� • ' g ' PROPERTY ADDRESS: 580 WIGGINS LANE,GREENPORT per,.��� Is SCTM#1000-35-4-28.30 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 18,2021.,and in -- l' consideration of application fee in the sum of. 250.00 paid by Erath&Son.LLC and subject to the Terms and ';, 4 Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing 15'6"x22'6"(350sq.ft.)seaward side deck to remain with new 1•• deck boards,and to add 14110"x2114"(320sq.ft.)and 5'4.5"x17'6"(95sq.ft.)of new deck for a 3~ r total of 765sq.ft.of deck,of which 350sq.ft.of deck total is to be covered; for the existing 22'4"x26'4"(590sq.ft.)one-story garage and to increase the footprint by 5'0"x26'4" (130sq.ft.) �l ; L-: for a total first floor footprint of 27'4"x26'4"(720sq.ft.);and to construct a 2794"x2694" +�.../ (720sq.ft.)second-story addition which will be finished and unheated;with the condition that the containment of roof run off in accordance with Chapter 236 of the Town Code,Storm Water Management is in compliance with the Building Department; and as depicted on the site 1/ plan prepared by James W.Weydig,AIA,dated December 21,2020,and stamped approved on , March 18,2021. r IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these v v presents to be subscribed by a majority of the said Board as of the 18th day of March,2021. .rl y �I � o•�M � I�ov, v` Y.�a�5nc":no.r•..:.nJ�tirrrw:�a.,:•nrrrn4,acn,•.?rt•!dn�atrah;.n iia,....ryr;'rs: ,r:p.•is.w;nnst3,"cSYr.�.� ..:rt::v.�wtact5.r.',n:d?.a,ATM,•,„rrt}n.r:.,ac..r.o.r,a,,.ortb, i..r.6.a5wcw,ss•Src�n...�r.,:xt..u.�',� I•:�� ..� Ne: � 00 �"� 0 1'..�Y ��sl// i`1'11�ai' 'TQ�°c, 06 y ✓v .°=°✓�i�{ 11 ylee. "•a4,,..: ;Z:,. e,,l.: .,°:,•9•• �'�°aree:..°�" �+et..•:•9:�• �•.,:;: fid,.@•.: - .•s...,�• i Glenn Goldsmith,President ��0� S0UTyO Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President �� l� P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 • �� Greg Williams Fax(631) 765-6641 co NVI BOARD OF TOWN TRUSTEES TOWN OF SOTJTHOLD 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 INSPECTION SCHEDULE Pre-constructicn;-hdy.bald-line/silt boom/silt curtain 1St day of construction- '/2 constructed k When project complete, call for compliance inspection; ��Z o _ " a '" ffl BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9842 DATE: MARCH 18,2021 ISSUED TO: ERATH& SON,LLC PROPERTY ADDRESS: 580 WIGGINS LANE, GREENPORT SCTMH 1000-35-4-28.30 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 18,2021, and in consideration of application fee in the sum of$250.00 paid by Fratb &-Son, LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing 15'6"x221611 (350sq.ft.)seaward side deck to remain with new deck boards,and to add 14110"x21'4" (320sq.ft.)and 5'4.5"x17'6" (95sq.ft.) of new deck for a g total of 765sq.ft. of deck,of which 350sq.ft.of deck total is to be covered; for the existing 22'4"x26'4" (590sq.ft.) one-story garage and to increase the footprint by 5'0"x26'4" (130sq.ft.) for a total first floor footprint of 27'4"x26'4" (720sq.ft.); and to construct a 2714'lx26'4" (720sq.ft.)second-story addition which will be finished and unheated;with the condition that the containment of roof run off in accordance with Chapter 236 of the Town Code,Storm Water Management is in compliance with the Building Department; and as depicted on the site ed by James W.Weydig,AIA,dated December 21,2020,and stamped approved on M, plan prepared March 18,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 18th day of March,2021. v �tf F01 A�l 91Z� coo V TERMS AND CONDITIONS The Permittee Erath& Son LLC residing at 580 Wiggins Lane, Greenport,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 initialed by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of.the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there-shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No rigbt to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President �QF SOU� Town Hall Annex A.Nicholas Krupski,Vice President ��� �' 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III l lx[ Southold,New York 11971 Michael J.Domino y ,r G @ Telephone(631) 765-1892 Greg Williams �'0 �� Fax(631) 765-6641 COUNT`,� BOARD OF TOWN TRUSTEES - -- -------TOWN-OF SOUTHOLD -- - - --- -- -- March 24, 2021 Anthony Portillo AMP Architecture, PLLC 1075 Franklinville Road Laurel, NY 11948 -- --- RE:_ -FRAY - -- - - - - - -- - - --- ----- - - - - 580 WIGGINS LANE, GREENPORT SCTM# 1000-35-4-28.30 Dear Mr. Portillo: The Board of Town Trustees took.the following action during its regular meeting held on Thursday,`March 18, 2021 regarding-the' above matter: WHEREAS, AMP Architecture on behalf of ERATH &SON, 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 January 11, 2021, 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 second story addition which will be finished and unheated is Exempt from review with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the LWRP Coordinator recommended that the proposed action be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered the Local Waterfront Revitalization Program Policy 6.3 to the greatest extent possible through the imposition of the following Best Management Practice requirements: the issuance of a permit for the structures and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 18, 2021, at-which-time-all-interested persons-were given-an_opportunity-to-be-heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the SoGtholif---- --- - - 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, ----- - ------ - ------- ------ --- ----- -- ----------- - that-forthe-mitigating-factors-acrd-based-upomthe-Best°-Management-Practice-,---LL,--°_- ---,---- requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of ERATH & SON, LLC for the existing 15'6"x226" (350sq.ft.) seaward side deck to remain with new deck boards, and to add 14'10"x21'4" 320s ft. and 5'4.5"x17'6" (95s ft.) of new deck for a total of 765sq.ft. of deck,-ofwtaich-350sq.ft_6f_deck_totaI-Is to be covered; for-tfie_existmg22'4"x26r4"=(5J one-story garage and to increase the footprint by 5'0"x26'4" (130sq.ft.) for a total first floor footprint of 27'4"x26'4" (720sq.ft.); and to construct a 27'4"x26'4" (720sq.ft.) second-story addition which will be finished and unheated; with the condition that the containment of roof run off in accordance with Chapter 236 of the Town Code, Storm Water Management is in compliance with the Building Department; and as depicted on the site plan prepared by James W.Weydig, AIA, dated December 21, 2020, and stamped approved on March 18, 2021. Permit to construct and complete project will expire two years from-the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 e truly Glenn Goldsmith President, Board of Trustees GG/dd �.,r�:___I- Glenn Goldsmith, President Town Hall Annex A Nicholas Krupski, Vice-Presidenty r 54375 Route 25 John M. Bredemeyer, III o y P.O. Box 1179 Michael J. Dominoy�jo� Southold, NY 11971 Greg Williams Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: ERATH & SON, LLC c/o AMP ARCHITECTURE Please be advised that your application dated January 11, 2021 has been reviewed by this Board at the regular meeting of March 18, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) % Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 4,b'74 BY: Glenn Goldsmith, President ✓t����� Board of Trustees ION 3 REVISIONS anm 2 REVISIONS en8nm PRELIMINARY 6/02/20 Revision Date 3 2 WIGGINS LN. 1 PERMIT 1212WO Submission Date Iv 87'`37'42"E - ----------------- ----------------112.78'-------+ -------- ----T --- — I C: / to ,0 / I INN 4-j Nfu U LZ —0 QLn J •-I / I I -0 s z / I I C71 tf fa 0 1170 Lr) W Q Breakfast F Living room j 20'-1" x 22'-0" / �STrt� SF 2 STS�PRarT x 171W= a FaMu.Y I I I FRAIE GARAGE r�sro� / PF•83' FF■3l' I l _ 24.33' / EXISTWs3WdrW= Kitchen MCK 241 aFG 23'-5" x 11'4" HATCHED AREAS / — 2 Car Cxara e % i / INDICATE NEW i 25'-8" X 22'0° �/ CONSTRUCTION �� I z & i / i i Q 1/1)T - - - %/ of /Q; j O Q U- i C/)i i pining room i i � � � 19'-10" x 12'-10"' Bathroom ` ��� tiro?-�_� Z Den / Office i 16'-S" x 19'-4" � D L_, I x w w f=oyer Laundry � to C4 1114 TAX MAP INFORMATION: 580 WIGGINS LANE M GREENPORT, TOWN OF SOUTHOLD Q SUFFOLK COUNTY NY Q � Z SC i M: 1000-35.00-004.00-028.30 APPROVED • U a ■ W Ln PROPERTY INFORMATION: RESIDENCE DISTRICT R-40 SINGLE FAMILY RESIDE CE BOARD OF I RUST E L M LOT AREA = 27,094 SF (40,000 MIN) LOT WIDTH = 112.78' (150' MIN.) TOWN OF SOUTH L FRONT YARD = 47.25' (50' MIN.) FRONT YARD 2 = NA (15' MIN.) DATE Mc,{- lB ;Zoe U Q SIDE YARD = 16.25' & 24.33' (15' MIN.) c BOTH SIDE YD = 40.58' (35') REAR YARD = 87.16' (50' MIN.) Q r LOT COVERAGE : FIRST FLOOR AREA = 1,839 SF n d- ACCESSORY STRUCTURE = 727 SF /+ PORCHES & DECKS = 856 SF TOTAL BUILDING AREA = 3,422 SF D �1 LOT AREA = 27,094 SF ,..� % LOT COVERAGE = 12.63% JANI 11 2021 ���D � ALLOWABLE % LOT COVERAGE = 20 % Southold Town r �� Board of Trustees =; 1 X I ST INN F I ST FLOOR AN K-2"NFLOT FLAN - -LOT AREA CALCULATIONS do EC2 SCALE: 1/4" = 1'-0" A001 580 WIGGINS LANE SCALE• 1" = 20' �TFG N�1`�O GREENPORT, NY 11944 1 PLOT MAP INFORMATION TAKEN FROM a Drawn by: SURVEY PREPARED BY JEFFERY PATANJO 12/2f/20 JWW DATED SEPTEMBER 18, 2016 UPDATED NOVEMBER 28, 2016 some: Job /: 1/4■ ■ I'-on ee20-0125 Town of Southold Bulling Plans Examiner shall review the enclosed document for minimum acceptaNe Pic,) submittal requ;rements of the Town as specked in the 2020 Building and / or Pesidential Code of the State of New York. This review does not guarantee best f to with that code. The seal and signature of the design professional has been interpreted as an attestation that, to the EC . 01 best of the licensees oelief and information the work in the document is: > Accurate; > Conforms with govenring codes applicable at the time of submission; > Conforms with reasonable standards of p,octice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. Sheet: of: 5 GENERAL NOTES: TING NEW G.1 THE DESIGN OF THE NEW ADDITIONS AND ASSOCIATED COMPONENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH EXISTING FOUNDATION NOTES � � THE RESIDENTIAL CODE OF NEW YORK STATE 2015 and WOOD FRAME CONSTRUCTION MANUAL WFCM - 2001.ALL NEW O 12" LONG, #3 BAR DOWELS W/ 45 EXISTING POURED CONSTRUCTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. L CHISEPOINT ® 10 ox, PROVIDE CONIC. FOUNDATION CH AT EL FOOTING WALL G.2 ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO DIMENSION SHALL BE SCALED. CONTRACTORS SHALL NOTIFY OFLOOR 5LA5 CONSTRUCTION: DRILL 1/2- DIA. x 5 1/4- LONG HOLES B D E A ARCHITECT PRIOR TO COMMENCEMENT OF WORK._ _ 3 REVISIONS 12/15/20• 4" P.C. SLAB W/ 6x6 W1.4xW1.4 WWM OVER 10 B AT 10" ox VERTICALLY INTI EXIST'G. G.3 LUMBER SHALL BE SQUARE-EDGED, STRAIGHT, SOUND,WELL SEASONED, MAX. MOISTURE CONTENT OF 19%AT TIME 2 REVISIONS 8/28/20 MIL. POLYETHYLENE VAPOR BARRIER. FOUNDATION WALL & FOOTING • 4" COMPACTED RCA R o OF INSTALLATION; LUMBER SHALL BEAR THE GRADE AND TRADEMARK OF THE ASSOCIATION UNDER WHOSE RULES IT IS PRODUCED SIZES INDICATED ARE NOMINAL STANDARD SIZES. 1 PRELIMINARY 6/02/20 • CLEAN COMPACTED SUBGRADE © FILL DRILL HOLE WITH 'HIT C-100' B PROVIDE I" BITUMINOUS EXPANSION JOINT INJECTABLE BONDING AGENT AS G.4 FRAMING LUMBER SHALL BE DOUGLAS FIR- LARCH SELECT STRUCTURAL NO 2,ALLOWABLE BENDING UNIT STRESS OF Revision Date FULL PERIMETER OF SLAB MANUFACTURED BY HILT], Inc. TULSA • OK., BONDING AGENT TO BE PLACED Q e A g 875 P.S.I. SINGLE MEMBER. AS PER MANUF. SPECIFICATIONS 3 FOUNDATION CONSTRUCTION: C I _ _ G.5 USE METAL CROSS-BRIDGING FOR FLOOR JOISTS AND SUPPLY SOLID WOOD BLOCKING AND FIRE STOPPING AS NOTED 2 • PROVIDE TERMITE SHIELD AND SILL SEALER INSERT REBAR DOWEL INTO HOLE - - AND/OR REQUIRED. O FULL DEPTH, ALLOW TO CURE AS PER 1 PERMIT 12/2I/20 PROVIDE 5/8" DIA. ANCHOR BOLTS 0 V-0" MANUF. SPECIFICATIONS PRIOR TO I G.6 FRAMING TO BE ERECTED PLUMB, LEVEL AND TRUE,AND TO BE FASTENED SECURELY. POURING NEW FOUNDATION LINE OF EXIST'G. _ Submission Date O.C. AND NO MORE THAN 12" FROM ANY FOOTING BELOW EW 8" POURED G.7 ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH MATERIALS. CORNER OR DISCONTINUOUS EDGE. MINIMUM GRADE I � CONIC. FOUNDATION OF 1" EMBEDMENT with 3" SQUARE WASHERS 1/2- CLOSED CELL COMPRESSIBLE JOINT OE CONTINUOUS CAULK SEALANT WALL EXTENSION AND END NUT SETUP FILLER W/ G.8 FRAME OUT FOR HEATING, PLUMBING AND ELECTRICAL WORK,AS REQUIRED. APPLIED TO INSIDE & OUTSIDE FACE OF • 8" THICK POURED CONCRETE FOUNDATION WALL G.9 WOOD SILLS RESTING ON FOUNDATION TO BE 2-2"x6" CCA. ANCHOR SILLS WITH 1/2" DIA BOLTS 20" LONG, -- WALLS w/ (2) S BARS TOP AND BOTTOM GALVANIZED, SPACED 12" FROM EACH CORNER AND THEN 46"O.C. MAX.. SHIM SILLS TO TRUE AND LEVEL POSITION AT - - - - - _ FOUNDATION DETAIL 2 PROPER ELEVATIONS AND FORCE MORTAR INTO THE JOINT BETWEEN SILL BOTTOM AND TOP OF FOUNDATION. INSTALL 0 • 18" x 8" P. CONIC. CONTINUOUS FOOTING W/ (2) CONTINUOUS TERMITE SHIELD AND FIBERGLASS SILL INSULATION BELOW WOOD SILLS. (3)2 X 8 ACQ� DECK BEAM OVER114ANG AVE " 5 BARS CONTINUOUS ON UNDISTURBED SOIL. NTS A.01 V I p G.10 PLYWOOD SHEATHING AND SUBFLOORING SHALL BE SIZE THICKNESS AS NOTED ON PLANS (1/2"and 3/4"), SQUARE C: Q) W � EDGE DOUGLAS FIR, ENGINEERING GRADE C-C, EXTERIOR GLUE. APPLY FACE GRAIN AT RIGHT ANGLES TO LISTS AND L-J clil RAFTERS AND STUDS. EXTERIOR SHEATHING SHALL BE NAILED 6"ALONG EDGES AND 12"O.C. AT INTERMEDIATE .� Q m I I SUPPORTS. INTERIOR SUB FLOORS SHALL BE GLUED AND SCREAWED 6"ALONG EDGES AND 12"AT INTERMEDIATE z 61 � SUPPORTS. N 0011 I I I 12" X W-0" X 10" POURED PLUMBING: C X I CONC PAD BELOW STAIR P.1 ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, STATE, COUNTY, MUNICIPAL 4_J CC 00 QJ STRINGERS ANOTHER AUTHORITIES HAVING JURISDICTION. W O Ln 4-1 76. (3)2 X 8 ,4CC�1 DECK BEAM_ P.2 ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED, PAID FOR,AND 'FURNISHED TO THE OWNER PRIOR TO COMPLETION OF THE PROJECT BY CONTRACTOR. P.3 ALL WORK NOT SUBJECT TO APPROVAL OF THE AUTHORITY HAVING JURISDICTION,SHALL BE GOVERNED BY THE NATIONAL PLUMBING CODE AND BEST COMMERCIAL PRACTICES. " 13'-3" ° Il'-3" II'-3" ° ELECTRICAL: r- E.1 THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND APPLIANCES,AND PERFORM ALL A04 ° OPERATIONS FOR THE WORK AS SHOWN ON THE DRAWINGS. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE,ALL REQUIREMENTS PER AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL I x I / OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE INSTALLATION OF SPECIFIED WORK AND WORK REQUIRED BY ------ - ----- I --- - -- - -- --- ---- I - - --- -_- - - - 26'-4" OTHER CONTRACTORS. ALL ELECTRICAL EQUIPMENT SHALL BE U/L APPROVED. I'. I (3)2 X 8 CK BEAM I �_ _ _ I� -_- 735_2X-6A=ODECK BEAM - J L - - - I E.2 THE ELECTRICAL CONTRACTOR SHALL FURNISH THE OWNER WITH A CERTIFICATE OF INSPECTION ATTESTING THAT _ -•� I ALL ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE (LATEST 6 X 6 SOLID POST ON 12 I r' ol101'1" b'-2" 10'-1" e. VERSION). 4 o X12 PC PIER ON 20 I -v 20 X 8" DP FOOTING FOUNDATION NOTES � BOt. OF FOOTING 36" *- " 2 X 8 ACQ LEDGER- HATCHED AREAS INDICATE F.1 SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED AS 2,000 PSF. FOOTINGS MUST REST z I • BF{s a _ I 8" POURED CONG. Q DROP TOP OF FOUNDATION ON UNDISTURBED SOIL. NOTIFY ARCHITECT PRIOR TO PLACING FOOTINGS SO THAT THESE ASSUMPTIONS MAY BE FOUNDATION WALL ON 8" X 16" TO ALLOW SLAB TO VERIFIED. J V-4" 5'-4" l'-2' 1'-I" 'i'-2" 18" CONTINUOUS FOOTING, POUR THROUGH SEE FOUNDATION NOTES 0 FOR �y REINFORCING F.2 SET FOOTINGS BOTTOM AT ELEVATIONS SHOWN THUS(-0'-0")ON FOUNDATION PLANS, DETAILS, SECTIONS AND z ao REQUIREMENTS ELEVATIONS. WALL FOOTINGS,AND ISOLATED FOOTINGS ARE FLUSH TOP. SHOULD IT BE NECESSARY TO LOWER 0 X ,_0 `a� FOOTINGS ELEVATIONS OF ADJACENT FOOTINGS SHALL BE ADJUSTED TO LIMIT STEPPING TO ONE VERTICAL TO TWO C4 e- - - - - - � HORIZONTAL. POUR LOWEST FOOTINGS FIRST. I- (3)2 X 8 ACQ ECK BEAM I ° • ° , • • • ° ° • ° • ° Q _ gJ I • °° - - • F.3 PIER AND WALL FOOTINGS SHALL BE 1'-4"THICK AND HAVE PROJECTION AT EACH SIDE OF WALL, MIN.4". 0 ° 4" PC SLAB W/ 6 X 6 WL4 b ° ° ° I F.4 REINFORCING MARKED/NOTED (CONTINUOUS) SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND z X 1.4 WWM OVER 10 MIL °I HOOKED AT NON-CONTINUOUS ENDS. PROVIDE(2) #5 BARS IN FOOTINGS UNLESS NOTED OTHERWISE. 0 4 X 4 SOLID POST ON i I ° ° "' POLY VAPOR BARRIER ° 10" DIA PC FOOTING - an I ---- ° ° 1° Q 36" DEEP,TYP FOR 16 O - • °� ° - - - - - ON 4" COMPACTED RCA ° • F.5 CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE THAN 50'-0"APART AND NO LESS THAN 4'-0" L.L. in ° ° `A • ° ° - - - - - - - - - - - - - - - - FROM ANY PIER. VERIFY LOCATIONS WITH ARCHITECT. SECTIONS OF WALL SHALL BE POURED ALTERNATELY, 3'-0" r - - - - - - - - - - - - - - - - - - - HORIZONTAL JOINTS 4VILL NOT BE PERMITTED. 0 _ _2 X 8 ACQ LEDGER _ _ W 4 x 4 SOLID POST ON 24" F.6 BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY. U_ 2 X24" X12" DP PC 0 FOOTING F.7 EXCEPT WHERE OTHERWISE NOTED, SLABS ON GRADE SHALL BE 4"THICK REINFORCED WITH 6i" X 6"/W1.4 X W1.4 W.W.M. LIMIT POURS TO 2,000 SQ. FT., PLACE SLAB OVER COMPACTED POROUS FILL,SUB-BASE AND 6 MIL.VAPOR O 10'-1" 23'_5" EXISTING FOUNDATION W BARRIER,AS SPECIFIED. PROVIDE 1/2" PREMOLDED BITUMINOUS JOINT FILLER ALONG SLAB PERIMETER AND AT ALL cc y,_g" EXPANSION JOINTS. G TO BE CUT DOWN BELOW SLAB TO ALLOW NEW SLAB F.8 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I.AFTER 28 DAYS. CONCRETE SHALL HATCHED AREAS IN ICATO ALIGN WITH EXISTING BE AIR ENTRAINED.TOTAL AIR CONTENT SHALL NOT BE LESS THAN 5% OR MORE THAN 7% DROP TOP OF FOUNDATION A03 SLAB 16" TO ALLOW SLAB TO EXISTING 8" POURED F.9 ALL CONCRETE AND FORM WORK SHALL COMPLY WITH A.C.I. 318(LATEST EDITION). POUR THROUGH CONCRETE FOUNDATION 'r WALL AND FOOTING TO F.10 PROVIDE SLEEVES AND BOX OUT OPENINGS FOR MECHANICAL, ELECTRICAL AND PLUMBING TRADES. LOCATIONS OF REMAIN OPENINGS SHALL BE APPROVED BY ARCHITECT AND SHALL BE PLACED SO NOT TO AFFECT THE STRENGTH OF THE 4" PC SLAB W/ 6 X 6 WIA - - - - - - - - - - STRUCTURAL MEMBERS. VERIFY CONDITIONS ON THE JOB PRIOR TO INSTALLATION. X 1.4 WWM OVER 2 Car Garage COMPACTED RCA 25'-8" X 22'-0" F.11 "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND DETAILS. - - - - - - - - - - - Ln 43 CONCRETE REINFORCEMENT EXISTING FaNDATION w REMOVE 16" OF UPPER CA REINFORCING BARS SHALL CONFORM TO THE CURRENT ISSUE OF THE ASTM-A615 GRADE 60,ACI STANDARDS 315 Q CENTERLINE OFie PART OF EXISTING AND 318 AND THE CRSI MANUAL. ly ENTRY DOOR FOUNDATION WALL AS Q �- z REQUIRED TO FOR NEW C.2 WELDED WIRE FABRIC SHALL CONFORM TO THE CURRENT ISSUE OF THE ASTM-A-185. 43 Ul GARAGE DOOR OPENING "Cn CL C.3 SUPPORTS FOR THE REINFORCEMENT SHALL CONFORM TO CRSI MANUAL. FOR SLABS ON GRADE, USE SLAB BOLSTER M 00 - - - - - - HOLD EDGE OF EXISTING WITH RUNNERS. ++ rn - - - - FOUNDATION WALL AT � N - - - - - - - - co - GARAGE DOOR OPENING '-0" C.4 PROVIDE TWO(2)NO. 5 REINFORCING BARS CONTINUOUS IN ALL FOOTINGS. ~ � to STRUCTURAL STEEL M U T1'P 2 - - - - - - - - - - - - - - - - - - - /T S.1 STRUCTURAL STEEL TO BE NEW STEEL CONFORMING TO ASTM A-36(CURRENT EDITION)AND THE REQUIREMENTS OF o A01 1% L! THE LATEST A.I.S.C. CODE. V) S.2 PROVIDE HOLES,AS REQUIRED,TO RECEIVE WOOD BLOCKING,AS NOTED. tN -0' I'-III" ANS.3 NO PENETRATIONS SHALL BE PERMITTED THRU STRUCTURAL STEEL MEMBERS UNLESS APPROVED BY ARCHITECT. n o Nr 9'-I0" 18'-0" 5'-0" S.4 PAINT STEEL ONE COAT OF RUST INHIBITING PAINT AT SUPPLIER PRIOR TO DELIVERY. APPLY TOUCH-UP RUST INHIBITING PAINT AFTER ERECTION. DESIGN LOADS �. EXISTNG GARAGE DOOR POSITION 1. Design loadings are as follows per sq.ft. Location Live Dead Deflect Limit �R ^(b ram F 1st Floor 40 Ib. 10 Ib. L/360 D E C E U 2nd Floor(sleeping areas) 30 Ib. 10 Ib. L/360 Attic(non storage) 10 Ib. 5 Ib. L/240 Attic(storage) 20 Ib. 10 Ib. L/240 JAN 1 1 2021 Roof(w/finished clg.) 30 Ib. snow 15 Ib. L/240 Roof(no finished clg.) 30 Ib. snow 7 Ib. L/180 OF N ; Southold Town �'Y Snow loads have been adjusted to reflect the slide-off factor, as a function of roof pitch. I Board of Trustees a Drown by. ENERGY COMPLIANCE 12/21/20 JWJ TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND SPECIFICATIONS ARE IN Scale: Job /: FOUNDATION PLAN COMPLIANCE WITH THE ENERGY CONSERVATION CODE OF NEW YORK STATE CHAPTER 6, EFFECTIVE JUNE 2015. 1/4" " 1'-0" se20-0125 ASISCALE: 114" = I'-011 Town of Southold Building Plans Examiner shall review the enclosed document for minimum acceptable plan submiittal requirements S�/ of the Town as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee A. 01 compliance with that code. The seal and signature of the des,gn profess;oncl has been interpreted as on attestation that, to the best of the licensee's bellef and informat;on the work in the document is: > Accurate; > Conforms with govenring codes applicable at the time of submission; > Conforms with reasonable standards of practice with view to safeguarding of life, health, property and public welfa-e; > Is the responsibility of the licensee. Sheet: of: 5 26'-4" 1 x COMPOSITE TRIM �� A az_ DOOR SCHEDULE BOARD AROUND WO MARK SIZE (W x H) TYPE QUANT. STYLE POST (2) 1.15 X 115 I.VL HEADER ON 158 1 (2)6'-0"x b'-8" PAIR OUTSWING PATIO DOORS 2 1 ANDERSEN FW06068APLR 6 X 6 ACO SOLID WOOD ° 8" E'd' ^' POST FROM FOOTING a O 2'-b"x b'-8" HINT PATIO DOOR 1 I ANDERSEN3 REVISIONS Is/Is/2m HEADER CENTER WINDOW O FWN5468S'4L 2 REVISIONS eaeam OVER DOOR BELOW O NOT USED I PRELIMINARY 6/�/2m � sD i co 1 X `% SOLID WOOD RUSTIC Revision Date ® 6'-2"x 0-8" PAIR BARN DOORS - SWING I HARDWARE 42" H HANDRAIL AT STAIR OPENING UPWARD ACTING OVEF4EAD W/ INSULATED SECTIONAL 3 8" 5O 18''0'x 1'-0" TRACKS 4 OPENER I GARAGE DOOR 2 14'-10"NEW DECK O 1 PERMIT 12/21/20 ,l� OST ETAIL \___J/4'1 T4G PLYWOODO Submission Date SUBFLOOR SCREWED NEW 36" HIGH PORCH SCALE: 1 1/2" = 1'-0" ,4 JAND SLUED TO FLOOISTOR RAILING ALL AROUND ®SD _ _ O DECK W/4 X 4 CORNER POSTS UNHEATED FINISHED N r WINDOW SCHEDULE STORAGE 0 MARK SIZE (w x h) GA VA TYPE QUANT ANDERSEN # 4-J (2) 1.15 X 95 LVL V i �r A V-1"X 4'-0" 252 13b STRUCTURAL RIDGE t0 CASEMENT 2 CX14•P3540 CXI4• C: ,� � C,BEAR ON 4 X 4 SOLID Q 9 ,i' POSTS AT ENDS OB 2'-1"X 3'-0" 8.1 11 CASEMENT2 CXI3 c Z C: Cn , r P If 2 X 8 RAFTERS a 16"O.02 X 8 RAFTERS° Ib' O.0 1 13'-3" 11 Il'-3" 11'-3' 11'-b" O J .0 0o a) X -1--i C� C14 LU oN O R OUP 3R Q ° 15 EA. '" EXISTING DECK TO w 1 E REMOVED A (2) 1.15 X 115 VL HEADER O NEW 6 X 6 COLUMNS TO a r O SUPPORT ROOF A01 e STRUCTURE FOR COVERED I PORCH, TYP FOR 5 '^ ------ -- ---- - - -- - -- - --- - - -- A / REMOVE EXISTING ROOF NEW REVERSE GABLE / SHINGLES IN THIS AREA t0 3 REVISIONS FRAMED WITH 2 X 6 / EXPOSE ROOF SHEATHING, RAFTERS OYER EXISTING / APPLY CONCEALED CONTINUOUS RIDGE VENC 2 REVISIONS 8/20/20 srn3r�m ROOF SHEATHING,MATCH / MEMBRANE FLASHING EXISTING ROOF PITCH. / GAF TIMBERLINE 6/0'1/20 ALIGN RIDGE WITH CEN�TEK' OVER ENTIRE EXPOSED FACERIDGE HT = 20' AFG ASPHALT SHINGLES � PRELIMINARY OVER 15 FELT ON Revision Date OF WINDOW BELOW/ 12 12 3/4" A-C GRADE PLYWOOD 3 SHEATHING I,I 1 PERMIT tz�v2m lilt — Submission Date Zff ------------ --------- --------------------------------------------- _ I X 6 AZEK TRIM BOARD AT FASCIA 4 I I - --- - - GABLE END ' I I I O FLARE OUT SIDING .� AND TRIM WITH 1 X 8 41 AZEK FRIEZE U BOARD CEMENTITOUS CLAPBOARD SIDING - I^ •�/I Z HA RDIPLANK 8" - aEXPOSURE ____________________ __________________________________________________________________________� p ---L L=j� C: C) c I I I I Co EXISTING ROOF FRAMING � L ru O� � I I , I I TO BE REMOVED W II I Q I I I I I MAINTAIN MIN 8" CLEAR SIDING t0 GRADE ENCLOSE OPEN p *� /� BREEZEWAY WITH SCUD 1 OROS D FRONT ELEVATION FRAMING AND INSTALL NEW 2 O OS RIGHT ELEVATION A�3 SCALE: 1/4" = V-m" PAIR OF DOORS A03 SCALE: 1/4" = 1'-ID" Z O U W cn Z M SHIW_zVENT LE OVER RIDGE 2X8 RAIFTERS At 16" OC O Z W/6" (R19)ROCKWOOL Q O (2) 1.'15 X 95 LVL RIDGE E INSUL > BEAM A04 GAF TIMBERLINE W ASP14ALT SHINGLES J O OVER 150 FELT ON W "ICE 12 3/4" A-C GRADE 12 L SHEATHING PLYWOOD 3 Uj 2X6 ROUGH SAM N - A ATGYP.50 WALLS 4 EXPOSED COLLAR " AI4 O CEILING 0 32" OC 12 — NEW ROOF STRUCTURE OVER O PORCH. ROOF MATERIAL UNHEAIEp FINISHED STORAGE a IU- FLAK OUT SIDING ROLLED ASI-lPALT SHEETS AND TRIM WITH 1 X 8 s .3/411-t4�pL,YWOOD AZEK FRIEZE - OVER /e" DENS GLASS = SUBFLOdR,°CREWED BOARD ,, OVER V4" A-C PLYWOOD AND GLUED TO-FLOOR Jo1StS R C14 -- -_____- ------------------------------------------ --------------------- -- y - ----- ------------- %w A tJ1560 CLE R-SPAN XIStI [FACE MOUNT JOIST FLOOR JOISTS - 11 Ye" E NG ROOF AND , Ln HANGERS HUS412 a 16" ac - PROVIDE 2 9" (830)ROCKWOOL\\ FRAMING t0 BE / ROWS OF SOLID INSULATION BETWEEN MOVED I I = I I / (2) 1.15 X 1181 LVLBRIDGING EQUALLY JOISTS =_ ___ "" •'-{ HtADER SPACED ALONG SPAN I I I I a z GARAGE cEMENTITOUS CLAPBOARD SIDING - 4 I I U n NEW STAIRS - 10 1 T1e:EAD / 8" RISERS HARDiPLANK 8" M I I I W M W/36" HANDRAIL Xld4 / XPOSURE L N r E v� ~ i ------------------------- OPEN LATTICE SCREENING I U Q MAINTAIN MIN 8" I I AROUND PERIMETER OF DECK 1 X 4 4 1 X 8 AZEK APRON CLEAR SIDING t0 RADE = PAIR 3' X "I' SWING _ ENCLOSE EXISTING OVER ROUGH FRAMING C111 Lt BARN DOORS OPEN BREEZEWAY FULL PERIMETER OF DECK WITH STUD FRAME EXISTING SLIDING GLASS I E AND INSTALL NEW DOOR TO REMAIN M rn PAIR OF ENTRY 36" H.PERMACAST o DOORS NEW 6 X 6 COLUMNS RAILING SYSTEM WITH 1 X 1 /� ENCLOSED WITH BALUSTRADES AT 5" OZA O OS D SE C I-}-I ON A S A MPROPOSE12 A ELEVATION FIBERGLASS COLUMN AD3 SCALE: 1/4" = 1'-0" A03 SCALE: 1/4" = 1'-0" COVERS - PROVIDE TRADITIONAL STYLE CAP AND BASE RED ,p . pE C E _ a24- JAN 1 1 2021 e Drawn by: Southold Town 12/21/20 JWW Roa rd of Tru�tces Scale: Job /: 1/4' a 1'-0" ee20-012$ Town of Southold Building Plans Examiner shall review the enclosed document for minimum acceptable plan submittal requirements of the Town as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee compliance with that code. The seal and signature of the design professional has been interpreted as on attestation that, to thebest of the licensee's belief and information the work in the document is: > Accurate; > Conforms with govenring codes applicable at the time of submission; > Conforms with reasonable standards of A003 practice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. Sheet: of: 5 2 X 10 ROOF „ MAINTAIN MIN 1” AIRSPACE RAFTERS a I6 FROM SHEATHING t0 12 INSULATION 6 IS GA GALV.STL. TWIST STRAP RAFTER TIE SIM.OR EQUAL TO SIMPSON STRONG 3 REVISIONS 12/15120 TIE MODEL IMT530 AT 2 REVISIONS 8/28/20 CONTINUOUS SHINGLEVERY E 2X8 RAFTERS AT 16" OC OVER RIDGE VENT SECURE Wim/(14)10d NAILS 1 PRELIMINARY 6/02/20 W1 6 R9)ROCKWOOL Revision Date INSULATION Oe — RIDGE Ht - 20' AFG CONTINUOUS ALUM DRIP EDGE 3 > > C GAF TIMBERLINE 2 4 ASPHALT SHINGLES _-- 0 Q ` + BMS 6LG. 1 PERMIT a���m OVER 15 FELL ON " X40 EXTRUDED ALUM TYPICAL EXTERIOR W OPEN EXPOSED 2 X 6 PORTION OF EXIST-Cs 3/4" A-C GRADE CONSTRUCTION - 2 X 4 FRAMING e 3 GARAGE STRUCTURE PLYWOOD SEAMLESS GUTTER Submission jDate (2)2X4 CONT.COP STUD FRAMING W/� COX 1� TO BE DEMOLISHED SHEATHING 42 H GUARD RAIL UNHEATED 1=1N181-1ED PLATE 1 X 6 'AZEK' TRIM BOARD PLYWOOD SHEATHING 4 q " 1 X 6 AZEK TRIM I6 GA GALV.STL.TOP PLATE ROUND STAIR OPENING STORAGE----------------------------- ----------------------------------------------------- HURRICANE SCRAP SIMILAR CONTINUOUS FASCIA BD. TYVEK VAPOR BARRIER ----- --------------------------------- -------------- 12" GLAD WITH IS" CEDAR �� I BOARD AT FASCIA 4 ------ �� VENTED VINYL SOFFIT ao 3/4 T4G PLYWOOD GABLE END OR EQUAL TO SIMPSON 12 PERFECTION SHINGLES W/ 6" EXPOSURE - R11 (NSUL --m=%a--SUBFLOOR=SCREWED_==------- ----------- -===n ------r- - SECURED TO 2 �C SOFFIT O AND GLUI=D TO FLOOR - I EXISTING BREEZEWAY STRONG t(E MODEL �I-I6 AT JOISTS ROOF STRUCTURE TO „ NEW HEADER ACROSS v EVERY SCUD FRAMMs 4—J FLARE OUT SIDING GARAGE DOOR OPENING / AND TRIM WITH 1 X 8 REMAIN - MODIFY AS OR SUBSTITUTE W/H2 FOR TYP.4 EXTERIOR STUD V AZEK FRIEZE NECESSARY TO TIE INTO RAFTERS t STUDS IN WALL (2) 1.15 X 1125 LVL w/}�" - NEW WALL ALIGNMENT -- rn ter- -n-r-- - rr=- ==T= --n--- --n== ==n== _ ==n== ==n== --F—= ==Fr=- _-�__ _�= STL PLATE BETWEEN � - - _;;- -„- _„ = i B BOARD � � •� -------- Y=_ --- -------------- - ------------------------- -----------y NEW INFILL WALL c z ---------- 000 o / CONSTRUCTION - 2 X 4 F-RAM I I G DETAIL CLEAR-SPAN TJI 560 ; �� \ (2) 1.15 X I1B� LVL W/ i �� �� �� _ �- �� FLOOR JOISTS II Ya STL PLACE STUD a 16 OC W/ CDX SCALE: 3/4 1 0 �� f6 n PLYWD SHEATHING AND e 12” O.0 - PROVIDE 2 4 X 4 SOLID POST STRINCsERS, SEE NEW INFILL WALL TO ALIGN HARDIPLANK CLAPBOARD - Co 0) ROWS OF SOLID j ON PC FOOTING BOLTING PATTERN I WITH EXISTING BEAMS SIDING .- Ln - BRIDGING EQUALLY DETAIL D /A.04 SUPPORTING ROOF 2X4 SILL PLATE L C� SPACED ALONG SPAN ! I; ! STRUCTURE `�' 2X4 EXTERIOR STUD WALL T, GARAGE_AR � j ;I C �o FINISHED FLOOR OF �� / 1/2" C-C EXPOSURE I W _0 CEMENTITOUS WALKWAY TO ALIGN WITH 3/4 t 4 G PLYWD. EXTERIOR GRAPE PLYWD Q NEW STAIRS - 10" CLAPBOARD SIDING - EXISTING FINISHED FLOOR SUBFLOOR TREAD /8" RISERS I / HARDIPLANK 8" IN GARAGE SHEATHING W/ 36" HANDRAIL �� � 1 EXPOSURE FINISHED GRADE TO BE 1" 11 Ya TA FLOOR JOISTS a BELOW FINISHED FLOOR Is I6" OC MAINTAIN MIN 8" AND PITCH AWAY FROM V PREMOLDED L -� m / I = I BITUMINOUS EXP JOINT CLEAR SIDING t0 a FOUNDATION N GRADE I C I CUT DOWN 12" OF E IS — NEW PC HAUNCH FOUNDATION WALL TO — — FOUNDATION TO EXTEND ALLOW NEW FLOOR TO NEW 8" PC FOUNDATION " " 36" BELOW FINISHED 2X10 RIM JOIST ALIGN WITH EXISTING WALL ON 8 X 16 PC GRADE FOOTING W. 2 X 4 KEY, /� /� r (�:)FROFOSEP SECTION 4° PG SLAB OVER I MIL MINGTING B BEAR ON 11 2 O OS EAST VAT I ON POLY VAPOR BARRIER UNDISTURBED SOIL 36 N ON 4" COMPACTED RCA - BELOW GRADE SCALE: 1/4" = 1'-0" DOWEL TO EXISTING SLAB AD4 SCALE: 11411 = 1'-(1>" —j W/ 4" L. 05 BARS AT 24" (2)2 X 4 TOP PLATE 16 GA.X 6LV.0" L GASTEEL 2X4 STUDS a 16" OC STRAP TIES LU W/31/2" (RII)BATT At 16" OC SIMILAR OR 0 INSULATION 4 6 MIL EQUAL t0 'SIMPSON POLY VAPOR BARRIER STRONG-TIE' MODEL ON INTERIOR FACE OF OMSTC40.SECURE W/ Z STUD WALL 8d NAILS e 30 O.0 Q i /� `, � LOW SLOPE ROOFING - 2 PLY SELF FRAMING DETAIL �� _ ,_ �� 8 O COMPOSITE DECKING SCALE: 3/4 I � ADHERING SBS SHEETS OYER %a' SECURED TO DECK JOISTS W/ V 12 EXTERIOR GRADE PLYI;.00D. CONCEALED FASTENERS 15 PROVIDE CONCEALED MEMBRANE W FLASHING ALONG ROOF EDGE, W EXTEND 24" MIN UP ROOF ARCHITECTJRAL GRADE - — 2 X 8 ACO DECK JOISTS e I6" ASPHALT SHINGLES OVER -- 2 X 8 ACQ RAFTER a 12" O.0 ALUM. DRIP EDGE FLASHING �OC 150 FELT ON 3/4" C-C - z EECURE XTEND �o GUTTER SHEATHING AND EXPOSURE I PLYWD. � SHEATHING ° (3)2 X 8 ACQ BEAM 2 X 6 PURLIN LADDER J ° EXTRUDED ALUMINUM SEAMLESS _SECURE BEAM TO POST WITH POST - GUTTER - FULL LENGTH OF FASCIA - GAP - GALV.CGQ4b2-3b2SDS AS FRAMING TIED BACK TO — m ° MANUF.BY SIMPSON STRONG-TIE. DOUBLE RAFTER a 16 0:C SECURE AS PER MANUF I X (o AZEK TRIM BD.RAKE 1 X 6 AZEK TRIM BOARD OVER 2 o INSTRUCTIONS BOARD ALONG GABLE END " AZEK COMPOSITE PANEL X 6 BACK-UP FASCIA BOARD - (2)2 X 10 ACQ LEDGER o BOLTED t0 EXISTING STUD BEAD BOARD SOFFIT PANELS POST SECURED O FOOTING /W ABU44Z A TAC 4 FRAME WALL WITH)J" X 6" 12 a 11 � AZEK BEAD BOARD SOFFIT PANEL POST WITH (2) /aDIA GALV. GALV LAG BOLTS AT 18" OZ GALV.HURRICANE STRAP TRHU BOLTS, PROVIDE X" X 12° 1 u 18 GA GALV.STL.SEISMIC 4 IN STAGGER PATTERN H2BT At EVERY RAFTER TO GALV. ANCHOR BOLT VENTED VINYL SOFFIT AT 11- BEAM CONNECTION, SECURE 2 HURRICANE RAFTER TIE SIM. 12 AS PER MANUF INSTRUCTIONS WRAP BEAM W/ 1 X AZEK TRIM PROJECTED GABLE END BOARD BOTH FACES AND BOTTOM OR EQUAL t0 SM=XN 15 4 x 4 ACO POST ON 10" DIA STRONG TIE MODEL O12 AT Ln PC FOOTING - BOTTOM OF EVERY RAFTER, (3) 1.15 X X LVL BEAM,SECURE FOOTING 36" BFG SECURE W/ed WAILS AS 114 SECURE BEAM TO POST WITH PLYS Will MACHINE HEAD NEW 6 X 6 COLUMNS " CARRIAGE BOLTS AT 12" OC IN REQ'D.BY TABLE 33B OF 11-11ENCLOSED WITH FIBERGLASS CCC*&SDS2B AS MANUF. BY POST CAP - GALV. STAGGER PATTERN - COUNTER THE WOOD FRAME %'R z COLUMN COVERS - PROVIDE SIMPSON STRONG TIE. SECURE I I SINK BOLT HEADS CONSTRUCTION MANUAL. IM U a TRADITIONAL STYLE CAP AND AS PER MANUF INSTRUCTIONS '� ,in Ln BASE /� 'a` W M �� a COMPOSITE DECK 8 8 COMPOSITE DECK G OST to I S /` +' N TOP OF DECK TO BE 1 LOWER COVERED DECK RAILING SYSTEM RAILING SYSTEM /�► N THAN FINISHED FLOOR LEVEL cA I 4 SCALE: 1 1/2" = 1'-011 FRAMING DETAIL �' .. COMPOSITE DECKING WITH CONCEALED r-AS"MI;,ERS SCALE: 3/4" = 11-011 .04 ' / - U COMPOSITE DECKING (2)2 X 8 ACO BEAM " i BOLTED TO 6 X 6 5 SECURED WITH � Q � r-fCONCEALED FASTENERS SHINGLE OVER RIDGE VENC POST W/ (2)X11 X 12" TO DECK JOISTS „ °� (2)2 X 8 ACQ LEDGER GALV tHRU BOLTS MAINTAIN MIN 1 AIRSPACE to / ° FROM SHEATHING TO 18 GA GALV.STL.RAFTER 0 BOLTED TO EXISTING STUD LUS28 FACE BEAM t0 RIDGE BEAM TIE SE OR FRAME WALL WITH X11 X 6" MOUNT JOIST GALV LAG BOLTS AT IS" O.0 HANGERS AT EA. �4 1 X 2 4 1 X 8 AZEK TRIM RIDGE IN STAGGER PATTERN JOIST ° BOARD SKIRT EQUAL t0 SIMPSON STRONG PROVIDE ALUM CAP FLASHING 2 X 8 AcQ DECK FRAMINGe ° CIE MODEL OLSTA24 AT OVER TOP OF LEDGER 16° OzEVERY RAFTERSECURE A$ PER CABLE 3.4 = �:.,. ARCHITECTURAL GRADE OF THE WFCM 1135 ED. 0)CI5 X reg WE M W'"R' FACE MOUNT JOIST HANGERS I X 6 ACO NAILER G W. E OVER ��aTt PLAN t� GALV. LUS28 AT EACH DECK 15t FELT ON 3/4" C-C e��eonre��o�,caa�Ar,� " ' DOLTS 6TAGGeW AT Q'OG, y 1© JOIST SECURE WITH 8 D 2 X 8 ACQ NAILER EXPOSURE I PLYWD. wurrtaHs•tc�sra�+cE FASTENERS X" COMPOSITE T46s SHEATHING 12 `' F �+ �+ r�osT uw arm�ue ae FauL to D 3 O OS SECTION I ON C � C 6 X 6 POST SECURED TO -_- SKIRTING �sn=eo*FM(2)LVL*0 D (0 (2)LVL µ - 2 X 4 ACQ NAILER ® 0 4:�5 �� _ u FOOTING W/ ABU66Z ATTACH _ _ FINISHED GRADE A�FDAwc" JAN 1 1 2021 A,04 SCALE: 1/� - 1 -O � POST WITH (2) /8 DIA GALV. TRHU BOLTS,PROVIDE)i" X 12" 4 GALV. ANCHOR BOLT 0EEWS OF WAIN AT � Southold Town p toDrawn by: of Trf��`ees _. 1/20 JWW 6X6POSTONI2" X12" PC PIER ON 20" X 20" X 8" DP D Scale: Job FOOTING - BOTTOM OF 1.15 X 11.25 LVL RIDGE BEAM FRAMING DETAIL _ " � " FOOTING 36 BFG 2 X 8 OR 2 X 10 ROOF SCALE: 3/4�� 1�-0�� I/4 A.04 ■ 1-0 se20-0125 RAFTERS a Vol" O.0 ��"" Town of Southold Building Plans Examiner shall review the enclosed document for minimum acceptable plan submittal requirements OVT AN AMDETAILS of the Town as specified in the seal Building and / or Res denial Code of the State of New York. This review does not guarantee A . 0 1= compliance with that code. The seal and sionoture of the design professions! has been interpreted as an attestation that, to the 1 ,4 /+ _ /� best of the licensee's belief and information the work in the document is: f�f SCALE: 1 1/2" 1'—Oil 4 }}}��. JAS /� E > Accurate; > Conforms with govenring codes apolicabie at the time of submission; > Conforms with reasonable standards of AM INC DETAIL i -SCALE, 3/411 = V-Oil AN proct;ce ETAILpractice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee -SCALE, 3/4" = 1'-�" ANSheet: of: 5 TABLE R301.2(1) of the RES. CODE of N.Y.S. NAILING SCHEDULE ANOTE: ALL ROOF AND WALL CLADDING SHALL COMPLY WITH THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MANUFACTURER'S RECOMMENDATIONS FOR 110 MPH FASTEST MILE NUMBER OF WIND SPEED OR 135 3-SECOND GUST WIND SPEED. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD AIR MEAN JOIST DESCRIPTION COMMON NAILS NAIL SPACING SNOW DESIGN Weathering Frost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD SPEED MPH TOPOGRAPHIC SPECIAL WIND WIND BORNE CATEGORY 9 Termite Decay HAZARDS INDEX TEMP ( ) EFFECTS REGION DEBRIS ZONE depth TEMP REQUIRED ROOF FRAMING �A� 3 REVISIONS zisi-© FMODERATE SLIGHT TO NASSAU MODERATE SUFFOLK 1 1 VALLEYS S FEMA IF 510 52.2 CEIL ING NG JOIST TO OP PLATE (T ER TO TOP PLATE DNNLED) 3-8d PP R NOTE: BUILDING WAS DESIGNED 2 REvISION� 8 zaizm 20 135 MPH NO NO C SEVERE 36 To HEAVY 3-SECOND GUST 2-16d COMMON NAILS ® 6 o.C. SIMPSON HDU8-SDS2.5 1 f-REL l l IN,4RT- 0/02/20 FOR FULL LENGTH OF STUD CEILING JOISTS TO PARALLEL RAPIER (FACE-NAILED) 13-16d (for 3 pitch) EACH LAP USING ASCE-7 Revision Date CEILING JOISTS TO PARALLEL RAM (FACE-NAILED) 10-16d (for 4 pitch) EACH LAP " 7/8" DIA THREADED ROD EMBEDDED CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 8-16d (for 5 pitch) EACH LAP 3 12 1/2" INTO CONCRETE FILLED CMU CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 17-16d (for 6 pitch) EACH LAP 2 (OR POURED CONC) WITH SIMPSON ET (HIGH STRENGTH EPDXY CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 17-16d (for 9 or greater) EACH LAP � 1 PERMIT Izyzvzm CONTINUOUS RIDGE VENT— ADHESIVE) FOR TEMP.S 0 F TO 40 F CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 13-16d (for 3 pitch) EACH LAP 0820 STRAPPING BY: USE SIMPSON AT (HIGH STRENGTH CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 10-16d (for 4 pitch) EACH LAP Submission Dat e "SIMPSON STRONG TIE" w/ (8) GABLE ROOF CONSTRUCTION: ACRYLIC ADHESIVE) CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 8-16d (for 5 pitch) EACH LAP d NAILS EACH END TYPICAL ROOF CONSTRUCTION 240'FIBERGLASS/ASPHALT CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 6-16d (for 7 pitch) EACH LAP 0 TYPICAL ROOF CONSTRUCTION' SEE TYPICAL NOTES ARCHITECTURAL ROOF SHINGLES OVER(U CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 4-16d (for 9 or greater) EACH LAP SEE TYPICAL NOTES LAYER 15'FELT PAPER with ICE AND WATER FIRST FLOOR COLLAR TIE TO RAFTER (FACE-NAILED) 5-8d (for 3 pitch) PER TIE SHIELD ALONG RIDGE,SOFFIT AND GABLE ¢moo° ROOF RAFTER EDGES COLLAR TIE TO RAFTER (FACE-NAILED) 4-8d (for 4 pitch) PER TIE O • In"COX EXPOSURE 'S PLYWOOD SHEATHING COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d (for 5 pitch) PER TIE ¢��° � 4-1 CONTINUOUS SHINGLE OVER RIDGE VENT ® INTERIOR ZONE fu SIMPSON H2A•16° O.G. • 2X8 ROOF RAFTERS 9 ib"O.C.(SEE PLAN) „ COLLAR TIE TO RAPIER (FACE-NAILED) 3-16d (for 6 or greater) PER TIE V L 2-16d COMMON NAILS ® 6 O.C. ® PERIMETER ZONE C L SIMPSON HDU8-SDS2.5 BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END a] v- ROOF RAFTERS FOR FULL LENGTH OF STUD ABLE WA Q) 4-J c: M RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END EDGE ZONE "'0 Q J • 11 WALL CONSTRUCTION: ALUMINUM GUTTERS AND ALUM LEADERS ON WALL FRAMING • TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 1 PER FOOT = � ` STRUCTURAL RIDGE BEAM 1x8 FASCIA WOOD FASCIA LL • PRE-DIPPED 18"ROYAL CEDAR SHAKES TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d JOISTS-EACH SIDESUCTION IS0METRIC PLAN a WITH b"EXPOSURE ON 'TYVEK'BUILDING BLOCKING ® ENDWALL STUD TO STUD (FACE-NAILED) 2-16d 24' o.c. WRAP ON ln"CDX PLYWOOD SHEATHING ON 4-1 00 HEADER TO HEADER (FACE-NAILED) 16d 16' D.C. ALONG EDGES fQ Ln (2)2 X 4 TOP PLATE 1'_0" F15EI STUDS a Ib"O.C.w/ION KRAFT FACE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 1-16d PER STUD LTJ FIBERGLASS BAT INSULATION I/2" EXTERIOR CDX ALL ATTIC INTERIOR WALLS AND CEILING In" BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 1&2 SCALE 1"=1'-0" 2-16d PER FOOT PLYWOOD SHEATHING GYP'BD.(TYP) OR BLOCKING (FACE-NAILED) • INTERIOR WALLS SHALL BE SHEATHED WITH NAILING NOTES: Q 2x4 STUD WALL 61111O.C. b"DUTCH-LAP CEDAR SIDING FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER OE-NAILED 4-8d PER JOIST 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING • POOL HOUSE CEILING SHEATHED WITH 1n ) NAILED 6 OC AT THE PANEL EDGE. IF WALL SHEATHING IS GYP'BD. SIMPSON HDU8-SDS2.5 BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END NAILED 3" OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR DETAIL BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL „_ , BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SCALE 1 -0 FLOOR CONSTRUCTION: SECOND FLOOR SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE Olt • 4„P.C.SLAB V bxb WI.4xW1.4 W;LM OVER 10 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST LOAD PATH. (4- Sd nags each end) I -111111- MIL. POLYETHYLENE VAPOR BARRIER JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST 4”COMPACTED RCA OVER ROLLED 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED IBM 10. 2x4 STUD WALL •Ib" O.C. SUBGRADE BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE 1/2" EXTERIOR CDX PLYWOOD SHEATHING PROVIDE 2"FOUNDATION INSULATION UNDER HOLD DOWN DETAILS BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT PERMITTED TO BE REDUCED TO 1-16d PER FOOT (4) I0d SLAB EXTEND 24"FROM WALL SEE FLOOR PLANS FOR LOCATIONS OF HOLD DOWNS ROOF SHEATHING 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE NAILS (2 @ EACH C520 STRAPPING BY: "SIMPSON STRONG STRUCTURAL PANELS (SEE SUCTION ZONE ISOMETRIC DETAIL) STAPLES ARE PERMITTED. CHECK IBC FOR ADDITIONAL PLATE) TIE" OR APPROVED EQUAL w/ (8)edREQUIREMENTS. 5 NAILS FOUNDATION CONSTRUCTION: 4 FT PERIMETER ZONE PANEL EDGES fid s' D.C. 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR � 4" PC SLAB OVER PROVIDE 20 GA.GALV.TERMITE SHIELD CONNECTION NOTES 4 FT PERIMETER ZONE AT INTERMEDIATE SUPPORTS IN PANEL FIELD 8d 12" o.c. w b MIL VAPOR AND SILL SEALER UNDER ACO SILL PLATE INTERIOR ZONE PANEL EDGES 8d 5 V o.c. RAFTERS, JOISTS AND STUDS Simpson Strong-liieBARRIER ON 4" CS20 tra In S PROVIDE 5/8"DIA ANCHOR BOLTS B Y-0" INTERIOR ZONE INTERMEDIATE SUPPORTS 8d 12' o.c. 5. FOR ROOF SHEATHING WITHIN 4 FT OF THE PERIMETER EDGE 0 ® 16 o cP g RCA ,° C6 20 • O.C.AND NO MORE THAN 1?"FROM ANY 1. ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE NOTED IS SIMPSON STRONG-TIE Z-MAX. OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE z •16 (WRAPED AROUND SILL PLATE) NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. OUTLOOK BLOCKS 8d 4' o.c. ROOF PEAK, THE 4 FT PERIMETER EDGE ZONE ATTACHMENT • ° CORNER OR DISCONTINUOUS EDGE. end distance 1 5/8 a ° MIN�'AIM OF 7 EMBEDMENT with 3"SQUARE 2. DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STRUCTURE, SUBSTITUTIONS CEILING SHEATHING REQUIREMENTS SHALL BE USED. � number of TYPICAL SILL DETAIL WASHERS AND END NUT SETUP OF ANY FRAMING HARDWARE WILL RESULT IN THE INSTALLER/CONTRACTOR ASSURING RESPONSIBILITY FOR THE GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10' FIELD Z -Equal. ° " I. 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE specified nags m (2)2x6 ACQ SILL ON SILL SEAL DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. Q each end 10" X 10" W1.4 X WI.4 WWM ° TERMITE SHIELD: PROVIDE 5/8" DIA. • 8"THICK POURED COWALL SHEATHING 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BENCRETE FOUNDATION USED. (4- 8d nags each end) SLAB REINFORCMENT ANCHOR BOLTS • Y-0" O.G. AND NO WALLS w/(2)5 BART TOP AND BOTTOM 3. ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSON STRONG-TIE WOOD STRUCTURAL PANELS (SEE SUCTION ZONE ISOMETRIC DETAIL) W „ CONSTRUCTION CATALOG. INC, 4 FT PERIMETER ZONE PANEL EDGES 8d IRRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL OR FINISH MAY CAUSE THE 6 MORE THAN 12 FROM ANY CORNER OR 6' o.c. DISCONTINUOUS EDGE. MINIMUM OF 7" • 18"x 8"P.CONC.CONTINUOUS FOOTING W/ CONNECTION TO FAIL, 16D FASTENERS (8 GAUGE) ARE COMMON NAILS AND CANNOT BE REPLACED NTH 16D Q (2) '5 REBAR TOP AND EMBEDMENT with 3" SQUARE WASHERS (2)0 5 BARS CONTINUOUS ON UNDISTURBED SINKERS (9 GAUGE) UNLESS OTHERWISE NOTED. 4 FT PERIMETER ZONE D INTRFMEDIATE SUPPORTS IN PANEL FIELD 8d 12' o.c. BOTTOM OF FOUNDATION all AND END NUT SETUP SOIL. 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. INTERIOR ZONE PANEL EDGES Bd 6 6' o.c. W CONTINUOUS, TYP. INTERIOR ZONE INTERMEDIATE SUPPORTS 8d 12' o.c. 0 NTS • • 5. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE JOIST END AND THE GYPSUM WALLBOARD INTERMEDIATE 5D COOLERS 7' EDGE / .c. FIELD STRAPPING SCHEDULE B (2) 05 REBAR BOTTOM OF HEADER SHALL NOT EXCEED 14 PER ASTM TEST STANDARDS. / z FOOTING CONTINUOUS, TYP 6. FOR HOLD DOWNS, ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 TO 1 TURN WITH WRENCH WITH FIBERBOARD PANELS 7/16' THICK 6d3 3' EDGE / 6" FIELD LOCATION STRAP TYPE Z • CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE. CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. 25/32" THICK 8d3 3- EDGE / 6- FIELD — BC FOOTING TO PARTICAL BOARD PANELS 8d SEE MANUFACTURER RIDGE ASSEMBLY SEE DETAIL A SHEET A-05 2 X 4 CONTINUOUS KEY BEEARAR ON COLEAN FLOOR SHEATHING SUBFLOOR ROOF ASSEMBLY TO WALL ASSEMBLY SEE DETAIL B SHEET A-05 Q UNDISTURBED 501E MIN 36" BELOW FINISHED GRADE STRUCTURAL PANELS UP TO 1' THICK 8d TV EDGE / 12" FIELD WALL ASSEMBLY TO FOUNDATION SEE DETAIL C SHEET A-05 LL C r MORE THAN 1'THICK 10d 6" EDGE / 6' FIELD FRAMING DETAILS I SCALE 1"=1' TOP PLATE SPLICE LENGTH TOP PLATE SPLICE REQUIERMENTS FOR TOP PLATE SPLICE REQUIERMENTS FOR NOTATION WIND - EXPOSURES B&C- ONE STORY WIND - EXPOSURES B&C- ONE ALL SLAB ON GRADE OTHER CASES A) NUMBER OF 8d NAILS AT BUILDING DIMENSION MINIMUM SPLICE BUILDING DIMENSION (FT.) MINIMUM SPLICE LENGTH (FT.) EACH END OF STRAPPINGS LLL LENGTH APPLY SUBFLOOR ADHESIVE TJI JOIST BLACKING WITH END B) NUMBER OF SILL STUDS ON 12'-0" 3'-0" 12'-0" 2'-0" TO ALL CONTACT SURFACES BLOCKS INSTALLED AT Ys JOIST A SPAN LOCATIONS USING TWO FLAT (DOES NOT APPLY TO 16'-0" 4'-0" 16'-0" 3'-0" Ln Bd (ZJ¢7 BOX NAILS OR p)4- BLOCKING PANEL BY TJ BLACKING PANEL BY TJ SCREWS,TYPICAL DOORS) 20'-0" 5'-0" 20'-0" 4'-0" � C) NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF 24'-0" 6'-0" 24'-0" 4'-0" Q T' E� STIFFENER TJ fie B D HEADER 2x4 MIN. BLOCKS BY Q� CONTRACTOR EACH SIDE E , Z - _ E:F 28'-0" T-0" 28'-0" 5'-0" Z OF TJI TO SUPPORT p NUMBER OF 16d NAILS END COLUMN LOADS. C' 1. TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP-PLATE 32-0" 8'-0" 32'-0" 6-0" 1 LENGTH. JOIST DEPTH +XG" NAILED THROUGH ADJACENT CONNECTIONS USING 2-16d NAILS PER FOOT, FOR SHORTER SPLICE LENGTHS, 36'-0" 9'-0" 36'-0" 7'-0" "Cn .2- KING STUD TO END OF THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT W Ln CONTRACTOR EACH SIDDEE 7x4 MIN. BLOCKS HEADER NUMBER OF NAILS 40'-0" 11'-0" 40'-0" 8'-0" `~ M tT OF rCOTO N LOADS. SECTION "AA" F E) NUMBER OF JACK STUDS AT 50'-0" 13'-0" 50'-0" 10'-0" ' N WEB STIFFENER BY TJ EACH SIDE OF HEADER 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN EXPOSURE B EACH SIDE OF TJI. LENGTHS J015T DEPTH +1(e' 60'-0" 16'-0" 60'-0" 12'-0" COLUMN LOADS F NUMBER OF 16d NAILS END CANNOT BE SUPPORTED BY TJI JOIST NAILED THROUGH ADJACENT 3. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL HEIGHTS FOR JACK STUDS TO END OF SILL OTHER HEIGHTS, H THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED 80'-0" 22'-0" 80'-0" 16'-0" U Q 1 ND POST LOCATIONS �1 TJI BLOCKING DETAIL AT EACH SIDE. BY H/8 L 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL O "� "� Gap*: WEB STIFFENER ATTACHMENT to cn Y8"minimum Q 1„ 2%"maximum 0Y"for TJINailing: 560,560D) See sizes below. TOP PLATE SPLICE R EQ U I R M E N TS n d- O When sheathing thickness exceeds%", Web stiffener both sides. '- trim sheathington at rim board Hanger height must tongue be a minimum of 60% See Sizes below. *With point load from above,and no support Plate nail-16d(0.135"x3Y") ofjoisodepthf60% * below,install web stiffener tight to top flange FASTENING SCHEDULE AROUND EXTERIOR WINDOW Tight fit (gap at bottom flange) at 16"on-center* AND DOOR OPENINGS Floor panel naill- Depth Minimum Web Nailing Requirements SEE PLAN 8d 0.131"x 2Y2")at 6"on-center* h TJIO Joist Series Number Nails NOTATION TYPE 1 SHEARWALLS SHALL BE SHEATHED WITH ( (in.) Stiffener Size Type A B C D E F - Top mount e „ s End Intermediate R.O. 1�2 PLYWOOD ON THE EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 3 OC AT PANEL Web Stiffeners required 110 All /6 x 2/s"�" hanger a s 8d 2'-0' 2 1 2x4 1 1 1 1 EDGES 6 OC IN THE FIELD AND 1 2 GYPSUM D C E � l C each side 210 All /a"x 2/6" „ 230&360 All %"x 2Y,,6"(" (0.113"x 2Y2") 3 3 4'-0" 4 (1) 2x4 2 2 2 2 I r , � t I 1Y"TJ®Rim Board or Face mount 16d 6 2 2x4 3 3 3 3 WALLBOARD ON THE INTERIOR ATTACHED WITH 6 -0" O 5d COOLER NAILS AT 7 OC AT PANEL EDGES 1Ya"TimberStrand ESL. hanger 560 All 2x4fzj " (0.135"x 3Y2") $�—O„ 8 „ JAN' 1 1 20 `� , (2) 2x4 3 3 3 3 �� �� Web stiffeners required if sides of 18" 4 4 AND 10 OC IN THE FIELD.BLOCK SOLID AT ALL Toe nail-10d(0.131"x 3") 20" (Z 16d 5 5 10 -0 10 2 2x6 4 4 4 4 y� hanger do not laterally support at 560D 2x4 PLYWOOD JOINTS. Q at 6"on-center* s ®. 22"(3' (0.135"x 3Y2") 6 11 V.JV ) least/"of TJI joist top flange 24°(3) 6 13 12 -0 12 (2) 2x6 5 4 5 4 Southold Tow n : ®'NE?�!`(O� Board of Trust es " (1)PS1 or PS2 sheathing,face grain vertical 3 I __TJI_-NEB STIFFENER DETAIL (2)Construction grade or better HOLD DOWN HOLD DOWN tom— SEE PLAN SEE PLAN NOTE: (sawn by: rTTs NTS (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists SHEATHING AS PART OF SHEARWALL SEGMENT (SW), WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT 12i21i2o JLiLll TYPE 1 SHEAR WALL JOINTS. 8d COMMON NAILS @ 6"OC EDGE & 12" OC FIELD scale: Job k EXTERIOR WALL OPENING N.TS 5e20-0125 TRUSS JOIST DETAILS REQUIREMENTS SHEAR WALLS of t of Southold specified Plans Examiner shall revew the enclosed document for minimum acceptable plan submittal requirements of the Tcwn as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee compliance with that code The seal and signature of the design professional has been interpreted as on attestation that, to the best of the licensee's belief and information the work in the document is:__J > Accurate; > Conforms with govenr;ng codes applicable at the time of submission; > Conforms with reasonable standards of ■A05 practice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. Sheen of: E„J 87* 37' 42" E _ _ _ _ _ _1 72. 78' - _ 20"High Fabric Silt Fence,Wood Stakes STAKE Fr.AON CENTER STAKES:2x2 (NOMINAL) HARDWOOD, 12A5120 / I DIRECTION OF---- 1-1/2"x 1-1/2"x 42"ACTUAL. 3 REVISIONS FLOW STAPLE WIRE TO POSTS 2 REVISIONS FINISHED GRADE 1 PRELIMINARY 8/28/10 ^1 6/0'1/1@ 1. SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE GROUND COVER IS REMOVED.CLEARING,GRUBBING,AND STUMPING Revision Date / CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COVER IS NOT REMOVED. N 2. WHERE POSSIBLE,SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE Q� 3. A RUN OF SILT FENCE SHOULD FOLLOW THE CONTOUR AS CLOSE AS POSSIBLE WITH THE ENDS TURNED UPSLOPE TO 3 [^ / I 20"MIN POND WATER BEHIND THE FENCE 2 `�J I 4. THE SILT FENCE SHOULD BE BURIED AT LEAST 6"DEEP AND HAVE A TOTAL OF 8"OF FABRIC BELOW THE GROUND.THIS c(,:�• CAN BE ACCOMPLISHED WITH A TRENCHER,CABLE LAYING MACHINE,SLICING MACHINE OR OTHER SUITABLE DEVICE 1 PERMIt 11/21/20 5. THE STAKESWHICH WILL�SHALL BE PLACED OSURE AN NTHENIFORM DOWN SLOPESIDEOF THE GEOTDMLE. ' I N I 6" IN \ 6. WHERE TWO SILT FENCE SECTIONS ARE COMBINED INTO ONE RUN THE END STAKES SHALL BE CONNECTED TOGETHER,NOT Submission Date SIMPLY OVERLAPPED. 7. IF RUNOFF OVERTOPS THE SILT FENCE FLOWS AROUND THE ENDS OR IN ANY OTHER WAY BECOMES A CONCENTRATED \ FLOW,ONE OF THE FOLLOWING SHALL bE PERFORMED,AS APPROPRIATE / I GEOTEXTILE FILTER FABRIC 1)AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM (MIRAFI 14ON OR EQUAL) 2)THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED. EMBEDDED MINIMUM OF 6" / INTO GROUND WITH A 3)ACCUMULATED SEDIMENT SHALL BE REMOVED MINIMUM OF 8"OF FABRIC 4)OTHER PRACTICES SHALL BE IMPLEMENTED. BELOW GRADE o V C N 41 � rn 2 51LT FENCE DETAIL Q � >- 5h1�1 NTS - C z ce (a 0' o a fu L_ o �, \ HAY BALE NOTES W 1. HAY BALES ARE TO BE PLACED 5' FROM EXISTING EDGE OF ROAD AREA OF CONSTRUCTION 4 LAND DISTUR5ANCE / t #380 OR AT THE LIMIT OF DISTURBANCE,WHICHEVER IS GREATER. FLOW Q O EXISTING(N� 1�3g . 2. THE FIRST COURSE OF HAYBALES ARE TO BE EMBEDDED 4" ��— AREA OF CONSTRUCTION ■ GARAGE ADDITION 132 SF ' I DECK EXTENSION 506 SF / O PORT—A—SAN 2 STORY WOE) FRAME 3. HAY BALES ARE TO BE ANCHORED WITH TWO STAKES DRIVEN TOILETS EXISTING �0�00 SF I THROUGH THE HAY BALE.THE FIRST STAKE IN EACH HAY BALE TOTAL = 638 SF IS TO BE DRIVEN AT AN ANGLE TO CAPTURE THE PREVIOUSLY PLACED SINGLE FAMILY HAY BALE TO FORCE THE HAY BALES TOGETHER. LAND DISTUR5ANCE a GARAGE ADDITION 7.9 CY WOOD FRAME 4. STAKES ARE TO BE DRIVEN FLUSH WITH THE TOP OF THE HAY BALES. DECK EXTENSION 2.93CY z RESIDENCE 4" FACE TOTAL = 10.43 cY GARAGE i 5. THE HAY BALES ARE TO BE INSPECTED PRIOR TO THE START FF= g,� OF CONSTRUCTION EACH DAY AND PRIOR TO LEAVING THE SITE �Q, FF = 8.3' I AT THE END OF THE DAY. ALL EXCAVATED SOIL SHALL 5E STOCKPILED 1 Q 6. HAY BALES ARE NOT TO BE REMOVED EXCEPT AS DIRECTED BEDDING DETAIL AND CONTAINED BEHIND THE SILT FENCING BY THE ENGINEER. 24.33 7. HAY BALES ARE TO REMAIN IN PLACE FOR DURATION OF CONTRACT. / EXISTING 350 of WOOD ANGLE N REQUIRED TO CAPTURE O , I ADJACENT HAY BALE / y / DECK 24° AFG I I STABILIZE PILE WITH ENTIRE z 111 O i ? 2"x 2"STAKES DRIVEN 2' INTO GROUND HAY BALES PLACED ALONG VEGETATION OR 2:1 MAX, SLOPE / �Y / / —a I DRIVE STAKES FLUSH WITH HAY BALE PERIMETER OF PROPERTY COVER U ww Q / � QI Z / � yi HAY BALES OR SILT W v `' I /MIN. SLOPE FENCE MIN SLOPE\ Q Q / HATCHED AREAS < I Z INDICATE NEW INSTALLATION NOTES: CONSTRUCTION / 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE W J 2. MAXIMUM SLOPE OF STOCKPILES SHALL BE 2:1. WCL / I 3. UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY BALES,THEN STABILIZED WITH VEGETATION 11; } / / / / I OR COVERED. ----------------- O * /�• / / Ck j CONSTRUCTION MATERIAL j ' 3 �� to 4 SOCK MATERIAL DETAIL � Cb 1,V / I AND STAGING AREA I I �h11�1 NTS �� NTS / / / I �,•,M',>4i�a ��j°.m' . q;Cb .,,• �;. "er,F •�• �,r �'a fit, yb»w,..^rt` ' •'-e` .j" ',�. y"" '"qY L-----------------J I0 ;s_ � cl .§riy ye yeses °"` x�,Nr 4r,� • a w t '�y aTad r• «�y Ile '".s / SILT FENCE r � �� �'� .�' .` x • g' .L1`�' a �`�} '-- -', � � yip..'�'s� ��, d ILP`• `, � "�,,� � *-I iot r 4 t'T :� �' .k" § �.§ I 1i n• °t Cn .6 aVrt tie f« W 'M M C I 's aeh�..lt"�, � �, w 5,K r • a �.,, ,,,r ■� 1--1 L!') !d P r f'e / / I P E• k 'd .a `�7• A "k,t'k w L, ®a " ,�-r r J ' a.� ....h r (n rI ^m' '�}'t� ■M.tea- , a` 'Y M-1 > l� ,D \�. / / �• / 4 > ="`' 4$ i '-' T.�g;,. �°t$11 rtt"'''' �'�4t� t� °, ,..,i !,- •+.. �.p° v /�� \� � ;,.r°a i�.�� � � �4 ..^^ ° ♦ Y, .�" ,.. « ,� rtx f 1• 4" � IRI p � W T( 7,8 y, y rt W m"z' r�: hob a' tEy�, ys,►� L hi S6.»' 4 Ew ..a' r�! go ,_w-'"" I [.#• d "a a °� pkv Ch 6 „� Q `k r "b '" �'y a `� � 7� 8 �.t� - i, ®2y,`p d° s WW1 E �"—_ p5 ` r'1 ' _. 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Iv` $ tri, q c, a p r n �•� Cr"�'I,v,, Ia �+ 'ar+. `roa+a ' F / M '� `� / I � , �� ��� v"''°f r�V • ,�.a��1 ���.",,t m �.p, ,� ��a f h���'°` � ¢il e �.A p �q �•� b� .,;3�"'..4 w �,7 .,,� �; ...LLL �4^ e �»• � :�` y}�% 20 Op• µ, xud •°' a � 'e •' meq '` :m 1 r� ETT,9!Pr� � �.a"Fifl C ®� r� • ., �j ,R � ,. r� s ��`Cj ti I ^ ,I thQIU To of 3��,,,r-j °s � .� �,�-"° ,Atm � a�. � TI'U5t_ 'S A ^, i ^« 1 . `�*`$° Dat Drawn by: ..�I �� 12/21/20 JWW St0 �" WAT M,4N G M X1'1" S 1 t �i� L _. - I Y; °•, �� SCALE: P = 20' ���, 5 X00 L 01= SITE OU1�1 ,4 �' 2 36 - 1�1 C C) C 2) - SCTM 1000-35 0-004.00-02 8.03 Scale: Job �: 580 WIGGINS LANE GREENPORT, NY 11944 7�6+\ \ �h1�1 NTS 1�4° • I'-m" e�20-0125 PLOT MAP INFORMATION TAKEN FROM Town of Southold Building Plans Examiner _ cl review the enclosed document for minimum acceptable plan submittal requirements of the h Town as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee SURVEY PREPARED BY JEFFERY PATANJO compliance with that cote. The seal and signature of the design professional has been interpreted as an attestation that, to the SM . 01 best of the licensee's belief and information the wort, in the document is: DATED SEPTEMBER 18, 2016 > Accurate; > Conforms with govenrng codes applicable at the time of submission; > Conforms with reasonable standards of practice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee UPDATED NOVEMBER 28, 2016 Sheet: of: 5 suEFo�� �- Glenn Goldsmith,Pre; t , �Q CO Town Hall Annex A.Nicholas Krupski,Vice eresident ��� ��r, '�" 54375 Route 25 John M.Bredemeyer IIIw $ P.O.Box 1179 Michael J. Domino 0 Southold,NY 11971 Greg Williams �, p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: /h�lyl Completed in field by: AMP Architecture on behalf of ERATH & SON, LLC requests a Wetland Permit for the existing 15'6"x22'6" (350sq.ft.) seaward side deck to remain with new deck boards, and to add 14'10"x21'4" (320sq.ft.) and 5'4.5"x17'6" (95sq.ft.) of new deck for a total of 765sq.ft. of deck; for the existing 22'4"x26'4" (590sq.ft.) one- story garage and to increase'the footprint by 5'0"x26'4" (130sq.ft.) for a total first floor footprint of 27'4"x26'4" (720sq.ft.); and to construct a 27'4"x26'4" (720sq.ft.) second-story addition which will be finished and unheated. Located: 580 Wiggins Lane, Greenport. SCTM# 1000-35-4-28.30 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. ,Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3.--Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N -Ch. 275 / Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional' information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: JBredemeyer M. Domino "G. Goldsmith N. Krupski /G. Williams Other 'c 3 REVISIONS 12/15/20 2 REVISIONS 8/28/20 PRELIMINARY 6402/20 Revision Date 3 2 WIGGINS LN. 1 PERMIT 12/21/20 Submission Date Iv 87''37'42"E --------112.78F-------- C / II to 0 N � U L / I I z 237 o ra o Ln Q) W Q) -0 5reakfast F——� Living room j gem ��E71 �� 2 sTORBTM WS OF Y WOOD l� l� H I 20 -1 x 22 -0 j 9 -11 x 13 -5 1 I �W= � sWil PAMLY / �Z RESIDENCE I I / FF•83' FF■31' I l _ 24.33' / ExISTWI 30 0 WOOD Kitchen % MCK 24'AFG 23'-5" x 11'4" HATCHED AREAS — — — 2 Car C�cara e / i / INDICATE NEW � I 25'-8" x 22'-0" 'G,/ // CONSTRUCTION �� i z - - - "Clb l w^'/Iti j O E-- l i i I pining room i / U)CC19'-10" x 12'-10" Bathroom L \ ,il j ` /, I LL ifh CJ S'A8"y,� , j z pen / Office i E- 16'-8" x 19'-4" I U) x W W I � 1=o er Laundry y c ANA1 \` J Ln TAX MAP INFORMATION: 580 WIGGINS LANE GREENPORT, TOWN OF SOUTHOLD Q SUFFOLK COUNTY NY Fy Q z SC T M: 1000-35.00-004.00-028.30Cn U a ■— W ,V) to PROPERTY INFORMATION: RESIDENCE DISTRICT R-40 SINGLE FAMILY RESIDENCE 'Q ro LOT AREA = 27,094 SF (40,000 MIN) f cu ^' H LOT WIDTH = 112.78' (150' MIN.) Zo110 FRONT YARD = 47.25' (50' MIN.) UFlo FRONT YARD 2 = NA (15' MIN.) SIDE YARD = 16.25' & 24.33' (15' MIN.) c BOTH SIDE YD = 40.58' (35') 1/f REAR YARD = 87.16' (50' MIN.) Q ;' LOT COVERAGE : FIRST FLOOR AREA = 1,839 SF n o ACCESSORY STRUCTURE = 727 SF - lx�J PORCHES & DECKS = 856 SF TOTAL BUILDING AREA = 3,422 SF D E C E 0 V E LOT AREA = 27,094 SF % LOT COVERAGE = 12.63% JAN 1 1 2021 �w AF?, ., ALLOWABLE % LOT COVERAGE = 20 % Southold Town Board of Trustees ' 1 X ST 11�C I ST 00 A� 2 OT AN - OT AREA C A� CU ATI OSIS � tiQ- 024, RC2 SCALE: 1/4" = 1'-0" A001 580 WIGGINS LANE SCALE: 1" = 20' ���oFNE.N`� GREENPORT, NY 11944 PLOT MAP INFORMATION TAKEN FROM Data Drawn by: SURVEY PREPARED BY JEFFERY PATANJO 12/21/20 JIM DATED SEPTEMBER 18, 2016 UPDATED NOVEMBER 28, 2016 Scale: Job : 1/4■ ■ 1'-0" ee20-0125 Town of Southold Building Plans Examiner sholl review the enclosed document for minimum acceptable plan submittal requirements of the Town as specTed in the 2020 Building and / or Residential Code of the State of New York. This review dues not guarantee compliance with that code. The seal and signature of the design profess anal has been interpreted a= an attestation that, to the EC . 01 best of the licensee's oelief and information the work in the document is: > Accurate; > Conforms with govenring codes applicable at the time of submission, > Conforms with reasonable standards of practice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. Sheet: of: 5 I GENERAL NOTES: GA THE DESIGN OF THE NEW ADDITIONS AND ASSOCIATED COMPONENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH FOUNDATION NOTES EXISTING NEW THE RESIDENTIAL CODE OF NEW YORK STATE 2015 and WOOD FRAME CONSTRUCTION MANUAL WFCM-2001.ALL NEW 12" LONG, #3 BAR DOWELS W/ 45 O CONSTRUCTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES.CHISEL POINT ® 10" ox, PROVIDE EXISTING POURED CONC. FOUNDATION G.2 ALTHOUGH THESE PLANS ARE (2) AT FOOTING WALL B D E A ARCHITECT PRIOR TO COMM NCEMNT OF WORKWN TO LE, NO DIMENSION SHALL BE SCALED. CONTRACTORS SHALL NOTIFY FLOOR SLAB CONSTRUCTION: © DRILL 1/2" DIA. x 5 1/4" LONG HOLES _ _ _ _ _ _ 3 REVISIONS 12AS120 • 4" P.C. SLAB W/ 6x6 W1.4xWI.4 WWM OVER 10 AT 10" ox VERTICALLY INTI EXIST'G. G.3 LUMBER SHALL BE SQUARE-EDGED, STRAIGHT,SOUND,WELL SEASONED, MAX. MOISTURE CONTENT OF 19%AT TIME 2 REVISIONS 8R6/20 MIL. POLYETHYLENE VAPOR BARRIER FOUNDATION WALL & FOOTING • 4" COMPACTED RCA 7 Q OF INSTALLATION; LUMBER SHALL BEAR THE GRADE AND TRADEMARK OF THE ASSOCIATION UNDER WHOSE RULES IT IS 1 PRELIMINARY 6/02/20 • GLEAN COMPACTED SUBGRADE © FILL DRILL HOLE WITH 'HIT C-100' e.° Q ° a_�° PRODUCED SIZES INDICATED ARE NOMINAL STANDARD SIZES. INJECTABLE BONDING AGENT AS Revision Date • PROVIDE " BITUMINOUS EXPANSION JOINT MANUFACTURED BY HILT], Inc. TULSA GA FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH SELECT STRUCTURAL NO 2,ALLOWABLE BENDING UNIT STRESS OF FULL PERIMETER OF SLAB OK., BONDING AGENT TO BE PLACED e e re 1 e 875 P.S.I. SINGLE MEMBER. AS PER MANUF. SPECIFICATIONS 3 FOUNDATION CONSTRUCTION: C _ _ G.5 USE METAL CROSS-BRIDGING FOR FLOOR JOISTS AND SUPPLY SOLID WOOD BLOCKING AND FIRE STOPPING AS NOTED 2 • PROVIDE TERMITE SHIELD AND SILL SEALER INSERT REBAR DOWEL INTO HOLE - - t- AND/OR REQUIRED. O FULL DEPTH, ALLOW TO CURE AS PER I 1 PERMIT 12/21/20 PROVIDE 5/8" DIA. ANCHOR BOLTS 0 3'-0" MANUF. SPECIFICATIONS PRIOR TO LINE OF EXIST'G. _I G.6 FRAMING TO BE ERECTED PLUMB, LEVEL AND TRUE,AND TO BE FASTENED SECURELY. Submission Date O.C. AND NO MORE THAN 12" FROM ANY POURING NEW FOUNDATION FOOTING BELOWEW 8" POURED CORNER OR DISCONTINUOUS EDGE. MINIMUM GRADE I CONC. FOUNDATION G.7 ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH MATERIALS. OF 7" EMBEDMENT with 3" SQUARE WASHERS 1/2" CLOSED CELL COMPRESSIBLE JOINT O CONTINUOUS CAULK SEALANT WALL EXTENSION AND END NUT SETUP FILLER W/ G.8 FRAME OUT FOR HEATING, PLUMBING AND ELECTRICAL WORK,AS REQUIRED. APPLIED TO INSIDE & OUTSIDE FACE OF • 8" THICK POURED CONCRETE FOUNDATION WALL G.9 WOOD SILLS RESTING ON FOUNDATION TO BE 2-2"x6" CCA.ANCHOR SILLS WITH 1/2" DIA BOLTS 20" LONG, WALLS w/ (2) 05 BARS TOP AND BOTTOM GALVANIZED, SPACED 12" FROM EACH CORNER AND THEN 46" O.C. MAX.. SHIM SILLS TO TRUE AND LEVEL POSITION AT --- - - - -- FOUNDATION DETAIL 2 PROPER ELEVATIONS AND FORCE MORTAR INTO THE JOINT BETWEEN SILL BOTTOM AND TOP OF FOUNDATION. INSTALL 0 � - LINE OF DECK • 18" x 8" P. CONC. CONTINUOUS FOOTING W/ l2) CONTINUOUS TERMITE SHIELD AND FIBERGLASS SILL INSULATION BELOW WOOD SILLS. (3)2 X 8 ACO DECK BEAM OVERHANG ABOVE " 5 BARS CONTINUOUS ON UNDISTURBED SOIL. NTS A,01 V ro I p I G.10 PLYWOOD SHEATHING AND SUBFLOOING SHALL BE SIZE THICKNESS AS NOTED ON PLANS (1/2"and 3/4"), SQUARE C: Q) a� EDGE DOUGLAS FIR, ENGINEERING GRADE C-C, EXTERIOR GLUE. APPLY FACE GRAIN AT RIGHT ANGLES TO LISTS AND (1) Q • RAFTERS AND STUDS. EXTERIOR SHEATHING SHALL BE NAILED 6"ALONG EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS. INTERIOR SUB FLOORS SHALL BE GLUED AND SCREAWED 6"ALONG EDGES AND 12"AT INTERMEDIATE -V) -� Z 0 I SUPPORTS. Q) fo r I 12" X 5'-0" X 10" POURED PLUMBING: c CONC PAD BELOW STAIR PA ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,STATE, COUNTY, MUNICIPAL a-J � � cu C X I STRINGERS ANOTHER AUTHORITIES HAVING JURISDICTION. f6 O In4-1 cu r P.2 ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED, PAID FOR,AND (FURNISHED TO THE W lX 8 AW 3)2 n DECK BEAM- U OWNER PRIOR TO COMPLETION OF THE PROJECT BY CONTRACTOR. II P.3 ALL WORK NOT SUBJECT TO APPROVAL OF THE AUTHORITY HAVING JURISDICTION,SHALL BE GOVERNED BY THE NATIONAL PLUMBING CODE AND BEST COMMERCIAL PRACTICES. " 13'-3" • II'-3" Il'-3" I'-6" 'I'-l" 1'-S" B I F ELI E.1 HECONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND APPLIANCES,AND PERFORM ALL AD4 ° OPERATIONS FOR THE WORK AS SHOWN ON THE DRAWINGS. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE O I NATIONAL ELECTRIC CODE,ALL REQUIREMENTS PER AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL X I / OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE INSTALLATION OF SPECIFIED WORK AND WORK REQUIRED BY Id - -------- -- --, - !- - - -- - - - - - - - -_- -- -I- - - - -- --- - - 26,-4N OTHER CONTRACTORS. ALL ELECTRICAL EQUIPMENT SHALL BE U/L APPROVED. �47 1 (3)2 X 8 CK BEAM 1 E 1 I 1 --- O LJ - - - - - - J l3)2 X 8 ACQ DECK BEAM I E.2 THE ELECTRICAL CONTRACTOR SHALL FURNISH THE OWNER WITH A CERTIFICATE OF INSPECTION ATTESTING THAT ALL ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE(LATEST �, 10'-I" b'-2" VERSION).1@'-1"6 X 6 SOLID POST ON 12 I r X12 PC PIER ON20X 20 X 8" DP FOOTING - �. I FOUNDATION NOTES BOT. OF FOOTING 36" _ 000 PSF. FOOTINGS MUST REST z e BFG a �- N 2 X 8 AGQ LEDGER_ 8" POURED CONC. HATCHED AREAS I ICA F.1 SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED AS 2, a� d DROP TOP OF FOUNDATION ON UNDISTURBED SOIL. NOTIFY ARCHITECT PRIOR TO PLACING FOOTINGS SO THAT THESE ASSUMPTIONS MAY BE a' N 1_ N N ,-" ,_ N FOUNDATION WALL ON 8" X 16" TO ALLOW SLAB TO VERIFIED. J 5'-4N 5 4 T-21 l I 1 2 IS CONTINUOUS FOOTING, POUR THROUGH SEE FOUNDATION NOTES 0 FOR REINFORCING F.2 SET FOOTINGS BOTTOM AT ELEVATIONS SHOWN HUS(-0'-0")ON FOUNDATION PLANS, DETAILS, SECTIONS AND z to _ REQUIREMENTS ELEVATIONS, WALL FOOTINGS,AND ISOLATED FOOTINGS ARE FLUSH TOP. SHOULD IT BE NECESSARY TO LOWER O N ,_0 ;b FOOTINGS ELEVATIONS OF ADJACENT FOOTINGS SHALL BE ADJUSTED TO LIMIT STEPPING TO ONE VERTICAL TO TWO _r - -+ID- - - - - - - - - - - - - - - - - - - - - - - - - - HORIZONTAL. POUR LOWEST FOOTINGS FIRST.AN- IL I- (3)2 X 8 AGQ ECK BEAM I ,°s • • • a a • s a Q '� - - - - s �,` • I F.3 PIER AND WALL FOOTINGS SHALL BE V-4"THICK AND HAVE PROJECTION AT EACH SIDE OF WALL, MIN. 4". 0 4" PC SLAB W/ 6 X 6 WIA b i z I a ;5 ( F.4 REINFORCING MARKED/NOTED(CONTINUOUS)SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND 4 X 4 SOLID POST ON 'v I I ° ° a ° a -1 X 1.4 WWM OVER 10 MIL �I HOOKED AT NON-CONTINUOUS ENDS. PROVIDE(2) #5 BARS IN FOOTINGS UNLESS NOTED OTHERWISE. o POLY VAPOR BARRIER 1° O 10" DIA PC FOOTING - +n r"--� a °° - - - ON 4" COMPACTED RCA 36" DEEP, TYP FOR I6 in 1 • °1 ° < 44 • F.5 CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE THAN 50'-0"APART AND NO LESS THAN 4'-0" U- to 0 - j- 4- - - - - - - - - - - - - - - - - -- FROM ANY PIER. VERIFY LOCATIONS WITH ARCHITECT. SECTIONS OF WALL SHALL BE POURED ALTERNATELY, N_2 X 8 A= LEUJI DGER _ - - - HORIZONTAL JOINTS WILL NOT BE PERMITTED. 4 x 4 SOLID POST ON 24" F.6 BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY. LL 2 X24" X12" DP PC 1 Q FOOTING F.7 EXCEPT WHERE OTHERWISE NOTED, SLABS ON GRADE SHALL BE 4"THICK REINFORCED WITH 6,"X 6"/W1.4 X WIA �I W.W.M. LIMIT POURS TO 2,000 SQ. FT., PLACE SLAB OVER COMPACTED POROUS FILL, SUB-BASE AND 6 MIL.VAPOR O EXISTING FOUNDATION W BARRIER, AS SPECIFIED. PROVIDE 1/2" PREMOLDED BITUMINOUS JOINT FILLER ALONG SLAB PERIMETER AND AT ALL G 23'-5" 19'-8" TO BE CUT DOW14 BELOW EXPANSION JOINTS. SLAB TO ALLOW NEW SLAB 'a' TO ALIGN WITH EXISTING F.8 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I. AFTER 28 DAYS. CONCRETE SHALL HATCHED AREAS INDICA At�3 SLAB BE AIR ENTRAINED.TOTAL AIR CONTENT SHALL NOT BE LESS THAN 5%OR MORE THAN 7% DROP TOP OF FOUNDATION 16" TO ALLOW SLAB TO EXISTING 8" POURED ;a F.9 ALL CONCRETE AND FORM WORK SHALL COMPLY WITH A.C.I. 318(LATEST EDITION). POUR THROUGH CONCRETE FOUNDATION r WALL AND FOOTING TO `" F.10 PROVIDE SLEEVES AND BOX OUT OPENINGS FOR MECHANICAL, ELECTRICAL AND PLUMBING TRADES. LOCATIONS OF REMAIN OPENINGS SHALL BE APPROVED BY ARCHITECT AND SHALL BE PLACED SO NOT TO AFFECT THE STRENGTH OF THE 4" PC SLAB W/ 6 X & WIA - - - - - - - - - - STRUCTURAL MEMBERS. VERIFY CONDITIONS ON THE JOB PRIOR TO INSTALLATION. X 1.4 WWM OVER 2 Gar Cx COMPACTED RCA 251-811 X 2 222''--0° F.11 "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND DETAILS. - - - - - - - - - - - - 0 Ln CONCRETE REINFORCEMENT EXISTING FOUND>4tION w REMOVE 16" OF UPPER CA REINFORCING BARS SHALL CONFORM TO THE CURRENT ISSUE OF THE ASTM-A615 GRADE 60,ACI STANDARDS 315 Q '� CENTERLINE °D PART OF EXISTING AND 318 AND THE CRS(MANUAL. ENTRY DOOR FOUNDATION WALL AS Q �- Z REQUIRED t0 FOR NEW C.2 WELDED WIRE FABRIC SHALL CONFORM TO THE CURRENT ISSUE OF THE ASTM-A-185. 1111% �. ,00.- 11.114GARAGE DOOR OPENING Ncn Ln Ln C.3 SUPPORTS FOR THE REINFORCEMENT SHALL CONFORM TO CRSI MANUAL. FOR SLABS ON GRADE, USE SLAB BOLSTER 'a W P M HOLD EDGE OF EXISTING WITH RUNNERS. L 4-J rn - - - - - - - - - - FOUNDATION WALL At - - GARAGE DOOR OPENING '-0" CA PROVIDE TWO(2)NO. 5 REINFORCING BARS CONTINUOUS IN ALL FOOTINGS. � ~ STRUCTURAL STEEL . 2123U Q o T1'P 2 °0- - - - - - - - - - - - - - - - - - /T S.1 STRUCTURAL STEEL TO BE NEW STEEL CONFORMING TO ASTM A-36(CURRENT EDITION)AND THE REQUIREMENTS OF o QUI /1 THE LATEST A.I.S.C. CODE. (A Q cn i � S.2 PROVIDE HOLES,AS REQUIRED,TO RECEIVE WOOD BLOCKING,AS NOTED. � r) S.3 NO PENETRATIONS SHALL BE PERMITTED THRU STRUCTURAL STEEL MEMBERS UNLESS APPROVED BY ARCHITECT. n � 4- 9'-10" S.4 PAINT STEEL ONE COAT OF RUST INHIBITING PAINT AT SUPPLIER PRIOR TO DELIVERY. APPLY TOUCH-UP RUST INHIBITING PAINT AFTER ERECTION. DESIGN LOADS EXISTING GARAGE DOOR POSITION 1. Design loadings are as follows per sq.ft. ' D ARcg, Location Live Dead Deflect Limit ((�� ((�� ((�� 1st Floor 40 Ib. 10 Ib. L/360 D E U� E V LS 2nd Floor(sleeping areas) 30 Ib. 10 Ib. L/360 a Attic non storage) 10 Ib. 5 Ib. � ��,�, Attic(storage) 20 Ib. 10 Ib. L/240 JAN i 1 2021 Roof(w/finished clg.) 30 Ib. snow 15 Ib. L/240 O 02q yp / Roof(no finished clg.) 30 Ib. snow 7 Ib. L/180 Southold Town Snow loads have been adjusted to reflect the slide-off factor, as a function of roof pitch. Board of Trustees ' a Drawn by: ENERGY COMPLIANCE 12/21/20 JWW TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND SPECIFICATIONS ARE IN Scale: Job /: COMPLIANCE WITH THE ENERGY CONSERVATION CODE OF NEW YORK STATE CHAPTER 6, EFFECTIVE JUNE 2015. 1/4" 2 1'-0" se20-0125 r10C)IFIED FOUNDATION PLAN A01 �, = 11 SG/•-���: ��Y � -y(/ Townof Southold Building Plans Pxaminer shall review the enclosed document for minimum acceptable plan submittal requirements of the Town as specified in the 2020 Bull-ing and / or Residential Code of the State of New York. This review does not guarantee //�� compliance with that code. The seal and signature of the design professional has been interpreted as an attestation that, to the A . O best of the licensee's bekef and information the work in the document is: ,/tom]` > Accurate; > Conforms Wt! govenring codes applicable at the time of submission; > Conforms with reasonable standards of 1 practice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. Sheet: of: 5 26'-4" oul DOOR SCHEDULE I X COMPOSITE TRIM71 — j+,�r A �+ BOARD AIROUND WO MARK SIZE (W x H) TYPE QUANT. STYLE POST (2) 1.15 X 115 I.VL HEADER ON 158 1 (2)b'-0"x b'-8" PAIR OUTSWING PATIO DOORS 2 I ANDERSEN FW06068APLR b X 6 ACO SOLID WOOD 8" EA POST FROM FOOTING 2O 2'-b"x V-8" HMCsED PATIO DOOR I I '�E� 3 REVISIONS i2 rim CENTER WINDOW O FWH5468SAL HEADER a0 ® OVER DOOR BELOW %9 3 2 REVISIONS e�eam so/Co X m O NOT USED 1 1 PRELIMINARY C-4 SOLID WOOD RUSTIC Revision Date ® 6'-2"x V-8" PAIR BARN DOORS - SWING 1 HARDWARE 42" H HANDRAIL AT 8" STAIR OPENING O 18'-0'x 1'-0" UPWARD ACTING OVERHEAD W/ I INSULATED SECTIONAL 3 TRACKS < OPENER GARAGE DOOR 2 14'•10"NEW DECK O 11 PERMIT 12/21/20 ,L1, OST TAI �4" ttG PLYwooD O Submission Date SUBFLOOR SCREWED NEW 36" HIGH PORCH A�1 SCALE: 1 1/2" = 1'-�" ,4 JOISTS SLUED TO FLOOR RAILING ALL AROUND A�3 O ®SD DECK W/4 X 4 CORNER POSTS UNHEATED GE C:ESNED STORAGE N WINDOW SCHEDULE 0 MARK SIZE (w x h) GA VA TYPE QUANT ANDERSEN # -� V L (2) 1.15XLVL STRUCTURAL RIDGE TO OA V-1"X 4'-0" 252 1310 CASEMENT 2 CX14•P35400<14, N ,( U BEARON4X4SOLID _0Q v" POSTS AT ENDS OB 2'-1"X 3'-0" 8.1 11 CASEMENT 2 CXI3 V) Z Z � � ` e " aVol0� O Cn If f6 § a 2 X 8 RAFTERS Vb O:C 2 X 8 RAFTERS Vo 0 13'-3" 11'-3" 11'-3" Tl'-6" O � .� c:. Q) a, I X b s- .1-� C7 C*4Ov "p UP 3R 61 C v O Q ® 15 EA `" EXISTING DECK TO LU (D l= 1 (2) 1.15 X 115JVL HEADER NEW Uf� X b COLUMNS TO E REMOVED ,4 (L"r e ;t STF .TURE FOR COVERSUPPORT ROOF Q01 ED - - - - - - r PORCH, I � SECOND OO AI 8 I 'EGRESS REQUIREMENTS(R310}. THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: _ (3) 1.115 X SB LVL BEAM _ _ (3) 1.'15 X 95 LVL SEAM 1 CLEAR OPENABLE AREA OF 51 SF,CLEAR OPENABLE WIDTH OF 20"AND CLEAR OPENABLE — - - _ I 1 SCALE: 1/4" = 1'-0" HEIGHT OF 24" I I--__-I NEW COMPOSITE DECKING LINE OF ROOF OVERHANG NEW 36" HIGH AZEK WITH CONCEALED 1 GLAZING REQUIREMENTS 18308} ALL GLARING M FIXED AND OPERABLE PANELS SHALL BE ABOVE I CLEAR LAMINATED SAFETY GLASS COMPOSITE PORCH FASTENERS,PROVIDE 6" in RAILING ALL AROUND ` I TRIM BOARDS ALONG # 26'-4" 2.THERMAL RESISTANCE: ALL WINDOW UNITS ARE VINYL CLAD WOOD FRAME DECK \ i EDGES WITH INSULATED LOW-E GLAZING(U a 33). z r FRAi"IE WALL ON DECK TO ALIGN NEW DECK WITH 7 131_2% 131-2" 3.WIND BORNE DEBRIS PANELS: FIRE-CUT 3/4" EXTERIOR GRADE PLYWOOD PANELS SHALL Q CARRY SHED ROOF I EXISTING DECD, REPLACE I EXTERIOR WALL BE FABRICATED AND FITTED FOR EACH SIZE WINDOW TYPE IN ACCORDANCE WITH SECTION 'J FR4MING ABOVE, ALIGN I ALL DECK BOARDS I CONSTRUCTION 2 X 4 83012.12 OF THE RESIDENTIAL BUILDING CODE WALT_ WITH EXISTING o REMOVE EXISTING SLIDING STUD FRAMING o 16" O REMOVE WINDOW INSTALL EXIST WINDOW TO BE PAtIOR DOORS AND oz Will GDX 4 eREPLACE WITH NEW TO O NEW DOOR WITH REMOVED,MODIFY MATCH EXISTING ROUGH PLYWOOD SHEATHING I OPENING AND INSTALL NEW AND TYVEK MOUSE O SIDELIGHTS � DOOR EXIST HEADER TO OPENING WRAP W/ CEDAR _j EXIST HEADER TO REMAIN REMAIN SHINGLE SIDING 1 - l2)2 X 10 HEADERLL l2 2 x 8 LEDGER BOLTED t0 WALL - _— - - - — X REMOVE EXISTING SLIDING a li �. GLASS DOOR AND INSTALL NEW WINDOW UNIT, EXISTING 3'-3 " HEADEOR TO REMAIN O �- - - �4� - - (2) 1.'15 X 11.8'1 DP LVL W/ 1/2" STEEL PLATE - _ - -_ - UL 110 - a —�— - - p (2)2 x 10 AGQ LEDGER BOLTED t0 WALL _ BREAK STRINGER AT loI I� 1p5 W_ — Living room LOWER RUN OF STAIR 14 EXIST'G GARA�sE WALL V- Breakfast 20'-1" x 22'-0" AND LOWER TO 1 = TO BE REMOVED DOWN X LANDING HEIGHT II TO FOUNDATION p I � O I� X 4 X 4 SOLID P,STS AT BEARING ENDS OF DBL JOISTS, TYP FOR 5,SEE KitchwDETAIL D / A.0,4Al�3 � � I 23'-5" x 11'-4" 10 _ (2) 1.75 X 11-81 DP LVL W/ 1/2" STEEL PLATE 04 in FRAME sD (LHEADER INTO (2)2 X 10 HEADER STRINGER WITH HU412TF CAONNECTOR TYPICAL BOTH Exist'g 2 Car ENDS Garage I Ln Til 56011%1 DP. 12"O.0 � � M - - - r CSD I Q z /co NEW GARAGE DOOR TO EXIST-0 WOOD BEAM Cn U Q- "� W n Ln ALIGN WITH EXISTING AND COLUMN TO BE M (2)2 X 10 HEADER JAMB ON THIS SIDE OF REMOVED OPENING f N Dining room 31-0; ~ 19'-10" x 12'-10" BathroomU ^ ID _ _ _ _ _ - - � _ � . 1 (2) 1.15 X 1125 LVL W/V STEEL PL HEADER Q Den / Office0 g 9 1(0'-8" x 19'-4" � REMOVE PORTION ofd' EXIST'G WALL AS 'd`�� REQUIRED TO CENTER NEW GARAGE DOOR Foyer Laundry 9'-10" V-4" ED AR W. OP NE\N JAN 1 1 2021 Datd Drawn by: Southold Town 12/21/20 JWW Board of Trt!steP.s Scale: Job : = ®sD SMOKE DETECTOR INTERCONNECTED 1/4" ■ 1'-0" GlIlll:20-0125 AND WIRED TO DEDICATED POWER Town of Southold Buildirg Plans Examiner shall review the enclosed document for minimum acceptable plan submittal requirements �T FLOOR AN CIRCUIT of the Town as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee r I 1�� compliance with that code. The seal and signature of the design meet professional has been interpreted as an attestation that, to the A. 02�� _ i �� GOMBINAtION SMOKE AND CARBON MONOXIDE best of the licensee's belief and information the work in the document is: 02 SCALE: 1/4 1 -0 ® DETECTOR INTERCONNECTED AND WIRED TO > Accurate; > Conforms with govenring codes applicable at the time of submission; > Conforms with reasonable standards of SD/CO practice with view to soFeguarding of life, health, property and public welfare, > Is the responsibility of the Pcensee. DEDICATED POWER CIRCUIT sheet: of: 5 / REMOVE EXISTING ROOF NEW REVERSE GABLE / SHINGLES IN THIS AREA TO -03 FRAMED WITH 2 X 6 / EXPOSE ROOF SHEATHING, RAFTERS OVER EXISTING / APPLY CONCEALED2 REVISIONS 8/28/20 CONTINUOUS RIDGE VENC 3 REVISIONS tznsr�m ROOF SHEATHING,MATCH / MEMBRANE FLASHING E,IKISTING ROOF PITCH. / GAF TIMBERLINE f-102120ALIGN RIDGE WITH CENTER OVER ENURE EXPOSED 01= WINDOW BELOW/ � � SURFACE RIDGE HT = 20' AFG _ ASPHALT SHINGLES OVER 150 FELT ON Revision Date / 12 12 3/411 A-C GRADE 3 �3 PLYWOOD SHEATHING 3 _ 2 --- 1 PERMIT r�r�tn® Submission Date O -- ------------- --B--- ---------------------------------------------------- 12" -- 12" - O -_____ _ -____ 12" 1 X 6 AZEK TRIM 7 01 BOARD AT FASCIA t ---- GABLE END - -- -- — — — FLARE OUT SIDING O AND TRIM WITH 1 X 8 4-J AZEK FRIEZE V �- BOARD C: 4-J c ,-� CEMENTITOUS Q � *-+ CLAPBOARD SIDING - Ln >- HARDIPLANK 8" Q,z N °,aEXPOSURE -- ______________� fQ �21 a ______________________ _ _ ___________ C) Q) 10 O EXISTING ROOF FRAMING O TO BE REMOVED W Q I MAINTAIN MIN 8" CLEAR J1 SIDING t0 GRADE ENCLOSE OPEN 1 OFOSED FRONT ELEVATIONBREEZEWAY tl�AANWITH NTALLL NEW 2 O OS RIGHT V,1-�T101�1 a03 SCALE: 1/4" = 1'-0" PAIR OF DOORS A03 SCALE: 1/4" = 1'-0" Z O U W U) Z M SHINGLE OVER RIDGE O 2x8 #AFTERS At I6" OC Z VI°NT w/ 6" (Ill ROCKWOOL Q O (2) 1.15 X 95 LVL RIDGE E INSUL > t— BEAM A04 GAF TIMBERLINE W ASP?4ALT SHINGLES _! O OVER 150 FELT ON W 3/4" A-C GRADE 12 1-13 PLY111000 5.5 _ �p1ER ---- ----, SHEATHING 3 000 O O — — — — — f L 2X6 ROUGH SAWN A O CEI1_11�BD AT WALLS t EXPOSED COLLAR 12N NEW ROOF STRUCTURE OVER 32" SE ti O PORCH. ROOF MATERIAL UNHEATEp FINISHED STORAGE a FLARE OUT SIDING AND TRIM WITH 1 X 8 m ROLLED ASHPALT SHEETS OVER W DENS GLASS 3/4"-Tia pi_Yw00D AZEK FRIEZE SU BFLOOR�SCREWEDBOARD — SHEATHINIS OVER %4" A-C PLYWOOD - - AND GLUED TO,FLOOR ' JOISTS B - e _-----------------------_______________________________________ --- u m ------------ / L CLEAR-SPAN TJ 15 60 FACE MOUNT JOIST FLOOR JOISTS - 11 Y8" EXISTING ROOF ANDLn 16" O.0 - VI 2 9" (R30)ROCKWOOL`\ FRAMING t0 BE HANGERS HUS412 PROVIDE REMOVED ROWS OF SOLID INSULATION BETWEEN I - (2) 1.15 X 1181 LVL BRIDGING EQUALLY JOISTS HEADER SPACED ALONG SPAN a I I Q ! " Z GARAGE CEMENTITOUS I I I I � NEW STAIRS - 10° HARDIPCLAPBOLANK SARD IDING - 4 �:J I I I I \\ ■� a Ln TREAD / 8 RISERS B I 'Q W M W/ 36" HANDRAIL EXPOSURE L N vcu ���� OPEN LATTICE SCREENING U MAINTAIN MIN 8" CLEAR SIDING t0 1 X 4 t I X 8 AZEK APRON AROLMD PERIMETER OF DECK 1 0 I _ _ Q PAIR VX 1 SWING ENCLOSE EXISTING OVER ROUGH FRAMING L GRADE — BARN DOORS — OPEN BREEZEWAY FULL PERIMETER OF DECK WITH STUD FRAME EXISTING SLIDING GLASS I E AND INSTALL NEW DOOR t0 REMAIN M rn PAIR OF ENTRI' 36" H.PERMACAST o DOORS NEW 6 X 6 COLUMNS RAILING SYSTEM WITH 1 X 1 //�� /� * ENCLOSED WITH BALUSTRADES At 5" O.0 A O DOSED SECTION A S A 3 PROPOSED A �AT I OI�t FIBERGLASS COLUMN - PROVIDE� A03 SCALE: 1/4 1 0 RS 3 SCALE: 1/4" = V-011�V-011 " _° � n COVETRADITIONAL STYLE CAP AND BASE V fi Y D T� 1 24- JAN 1 1 2021 to Drawn by: Southold Town 12/21/20 JWW Poard of Tr w3tEes Scale: Job #: V4" ■ 1'-0" ee20-0125 Town of Southold Building Plans Examiner shall review the enclosed document for minimum acceptable plan submittal requirements of the Town as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee compliance with that cede. The seal and signature of the design professional has been interpreted as an attestation that, to the A003 best of the licensee's belief and information the work in the document is: > Accurate; > Conforms with govenring codes applicable at the time of submission; > Conforms with reasonable standards of practice with view to sofeguording of life, health, property and public welfare; > Is the responsibility of the licensee Sheet: of: 5 2 X 10 ROOF MAINTAIN MIN I" AIRSPACE RAFTERS a I(oll FROM SHEATHING TO 12 INSULATION 6 IS GA GALV.STL.TWIST STRAP RAFTER TIE SIM.OR EQUAL t0 SIMPSON STRONG3 REVISIONS 12/15410 TIE MODEL IM'T530 AT 2 REVISIONS 8/28/20 CONTINUOUS SHINGLEVERY E 2X8 RAFTERS AT 16" OC OVER RIDGE VENT SECURE Wim/(14)10d NAILS 1 PRELIMINARY 6/02/20 W/6" (RIS)ROCKWOOL Revision Date INSULATION RIDGE Ht a 20' AFG CONTINUOUS ALUM DRIP EDGE 3 � � � , � C GAF TIMBERLINE 2 4 ASPHALT SHINGLES 1 X 10 CLG- --- t2r�tam OVER 150 FELT ON II ld40 EXTRUDED ALUM 1 PERMIT TYPICAL EXTERIOR W OPEN EXPOSED 2 X 6 11 0 0 0 3/4 A-C GRADE BMS 16 PORTION OF EXISt'G PLYWOOD (2)2X4 CONT.TOP CONSTRUCTION - 2 X 4 FRAMING e 3 GARAGE STRUCTURE SEAMLESS GUTTER Submission Date STUD FRAMING Wf V CDX 1� TO BE DEMOLISHED SHEATHING 42 H GUARD RAIL UNHEATED 1=INISI�Ep PLATE 1 X b `AZEK' TRIM BOARD PLYWOOD SHEATHING 4 A " 1 X 6 AZEK TRIM CONTINUOUS FASCIA BD. TYVEK VAPOR BARRIER ---------------------------------------STAIRPEN __ _ --c�TO� �---------------------------- 12 16 GA GALV.STL.TOP PLATE BOARD At FASCIA s �" r -----------------------------------------------------------------------------------------,� HURRfCANE STRAP SIMILAR CLAD WITH I8" CEDAR ! iA 3/4" TTG PLYWOOD VINYL PERFECTION SHIPdGLES W/ GABLE END OR EQUAL TO SIMPSON 12° —VENTED L SOFFIT __ _ _ -=u u- - u SECURED TO 2 X SOFFIT ---- ----- STRONG TIE MODEL �H6 At 6" EXPOSURE - 1411 INSUL *� SO FLf�OR --- -_- " " L FRAMING .0 --- - - -- --- -- EXISTING BREEZEWAY EVERY STUD JOISNEW HEADER ACROSS v FLARE OUT SIDING ROOF STRUCTURE TO TYP.4" EXTERIOR STUDflo GARAGE DOOR OPENING / AND TRIM WITH 1 X 8 REMAIN - MODIFY AS OR SUBSTITUTE W/H2 FORWALL V NECESSARY TO TIE INTO RAFTERS t STUDS IN d- (2) 1.'15 X 1125 LV1- w/ }3 BOARD- AZEK FRIEZE NEW WALL ALIGNMENT -I-J STL PLATE BETWEEN r _� _ - _ _ _ R . A�4 -- Q J �- ---------------_-- j / 7----------------------------------------------- ----------- NEW INFILL WALL t /� -Q c z CLEAR SPAN TJI 560 (2) 1.15 X 11B1 LVL W/ CONSTRUCTION - 2 X 4 FRAMING D� I A I L � rn If FLOOR JOISTS - 11 Ye �, X" STL PLATE ' STUD * 16" OC wl)p CDX SCALE: 3/4" = 1'-01122 f6 a * 12" O.0 - PROVIDE 2 STRINGERS, SEE PLYWO SHEATHING AND o 4 X 4 SOLID POST NEW INFILL WALL t0 ALIGN HARDIPLANK CLAPBOARD 4-1 ROWS OF SOLID ON PC FOOTING BOLTING PATTERN ! WITH EXISTING BEAMS f13 O � ;v - BRIDGING EQUALLY DETAIL D /A.04 SIDING SPACED ALONG SPAN !! SUPPORTING STRUCTURE ROS `" 2X4 SILL PLATE 2X4 EXTERIOR STUD WALL LU -p GEMENtITOUS WALKWAY TO ALIGN WITH 3/4" T t G PLYWD. l 1/1 C-C EXPOSURE I -p GARAGEC �o FINISHED FLOOR OF " - NEW STAIRS - 10" ' CLAPBOARD SIDING - EXISTING FINISHED FLOOR 8UI3FLOOR EXTERIOR GRADE PLYWD Q TREAD / 6" RISERS " ;! I / HARDIPLANK 8" IN GARAGE SHEATHING W/ 36" HANDRAIL 1 EXPOSURE FINISHED GRADE t0 BE 1" 11 Ya TJI FLOOR JOISTS r-� e BELOW FINISHED FLOOR +� 16" OC MAINTAIN MIN 8" AND PITCH AWAY FROM X" PREMOLDED L _� / I I C1 BITUMINOUS EXP JOINT CLEAR SIDING TO a FOUNDATION N GRADE I I CUT DOWN 12" OF E IS - NEW PC HAUNCH FOUNDATION WALL TO NEW 8" PC FOUNDATION - - FOUNDATION TO EXTEND 2X10 RIM JOIST ALLOW NEW FLOOR t0 36 BELOW FINISHED ALIGN WITH EXISTING WALL ON 8" X 16" PC GRADE FOOTING W. 2 X 4 KEY, 4" PC SLAB OVER 10 MIL FOOTING TO BEAR ON _ O OS SECTION - POLY VAPOR BARRIER UNDISTURBED SOIL 36" 2 Q OsS� ELEVATION A�4 SCALE: 1/4" = 1'-OI, ON 4° COMPACTED RCA - BELOW GRADE A�4 SCALE: 1/4" = i'-O" N � DOWEL TO EXISTING SLAB W/24" L. 05 BARS At 24" (2)2 X 4 TOP PLATE 16 GA.X 60" L GALV.STEEL Q or_ STRAP TIES ~ 1X4 STUDS 0 1611 OC AT Ib" Or, SIMILAR OR W W/3 1/2" (Rll)BATT AT INSULATION t (o MIL EQUAL t0 'SIMPSON POLY VAPOR BARRIER STRONG-TIE' MODEL 0 ON INTERIOR FACE OF 'MSTC40.SECURE W/ z STUD WALL 8d NAILS 6 3" O.0 Q /� C/)LOW SLOPE ROOFING - 2 PLY SELF CorTOSI DECKING FRAM I I G D E TA I� SCALE: 3/4" _ 1 1_O II B O P tE DE - ADHERING SBS SHEETS OVER %a' SECURED TO DECK JOISTS W/ U 12 EXTERIOR GRADE PLY4,00D. CONCEALED FASTENERS lg PROVIDE CONCEALED MEMBRANE W FLASHING ALONG ROOF EDGE, W EXTEND 24" MIN UP ROOF ARCHITECT,IRAL GRADE - - U) 2 X 8 ACQ DECK JOISTS 16" ASPHALT SHINGLES OVER — ----- 2 X 8 ACQ RAFTER * 12" OC ALUM. DRIP EDGE FLASHING f—OC 150 FELT ON 3/4" C-C - - z SECURE TO SHEATHING AND EXPOSURE 1 PLYWO. -_ — ° EXTEND INTO GUTTER (3)2 X 8 ACQ BEAM SHEATHING - 0 ° EXTRUDED ALUMINUM SEAMLESS SECURE BEAM TO POST WITH POST 2 X b PURLIN LADDER _ D GUTTER - FULL LENGTH OF FASCIA - CAP - GALV.=4162-3162606 AS FRAMING TIED BACK TO m ° MANUF.BY SIMPSON STRONG-TIE. DOUBLE RAFTER ® 16 0.0 SECURE AS PER MANN 1 X 6 AZEK TRIM BD.RAKE FA 1 X 6 AZEK TRIM BOARD OVER 2 o INSTRUCTIONS BOARD ALONG GABLE END (2)2 X 10 ACO LEDGER AZEK COMPOSITE PANEL X b BACK-UP FASCIA BOARD o BBEAD BOARD SOFFIT PANELS BOLTED TO EXISTING STUD _ 4 X 4 ACQ POST SECURED TO FOOTING W/ A5U44Z. ATTACH FRAME WALL WITH X" X (o 12" POST WITH (2)%Il DIA GALV. AZEK BEAD BOARD SOFFIT PANEL TRHU BOLTS,PROVIDE X 12 GALV LAG BOLTS At 18" O.0 GALV. HURRICANE STRAP GALV. ANCHOR BOLT I' VENTED VINYL SOFFIT AT 11- IN STAGGER PATTERN H2BT At EVERY RAFTER t0 1" IS GA GALV.STL.SEISMIC 4 12 BEAM CONNECTION, SECURE WRAP BEAM W/ 1 X AZEK TRIM PROJECTED GABLE END 2 HURRICANE RAFTER TIE SIM. AS PER MANUF INSTRUCTIONS BOARD BOTH FACES AND BOTTOM OR EQUAL TO SIMPSON —�15Ilk 4 X 4 ACO POST ON 10" DIA STRONG TIE MODEL 'H2 AT Ln (3) 1.15 X X LVL BEAM,SECURE PC FOOTING - BOTTOM OF EVERY RAFTER, n FOOTING 36" BFCx SECURE W/8d NAILS AS SECURE BEAM t0 POST WITH PLYS W/}J" MACHINE WEAD Q '� NEW 6 X 6 COLUMNS I " CARRIAGE BOLTS AT 12" OC IN REQ'D.BY CABLE 33B OF a Z ENCLOSED WITH FIBERSLASS POST GAP - GALV. STAGGER PATTERN - COUNTER THE WOOD FRAME (� COLUMN COVERS - PROVIDE SIMPSON S 2TRo1 ?IE SSECBU I ( SINK BOLT HEADS CONSTRUCTION MANUAL. Cn U .2-L TRADITIONAL STYLE CAP AND AS PER MANUF INSTRUCTIONS Ln BASE M a COMPOSITE DECK 8 8 COMPOSITE DECK TOP OF DECK TO BE I" LOWER OSIDETAILS � COVERED DECK RAILING SYSTEM RAILING SYSTEM N THAN FINISHED FLOOR LEVEL °D I 4 SCALE: 1 1/2" = 1 -0" FRAM INCto I C ~ 1.0 COMPOSITE DECKING WITH SCALE: 3/411 = 1'-011 4 _ > M CONCEALED FASTERERS ,U// a / I ( COMPOSITE DECKING f� L.L o (2)2 X 8 ACQ BEAM 5" SECUREDSHINGLE OVER RIDGE VENC WITH a BOLTED TO 6 X 6 CONCEALED FASTENERS POST W/(2)XJ" X 12" to DECK JOISTS MAINTAIN MIN 1" AIRSPACE M n n (2)2 X 8 ACQ LEDGER / GALV THRU BOLTS BOLTED TO EXISTING STUD LU828 FACE ° FROM SHEATHING t0 IS GA GALV.STL.RAFTER rml V FRAME WALL WITH V X 6" MOUNT JOIST RIDGE BEAM TO RIDGE BEAM TIE SIM.OR '-' GALV LAG BOLTS AT 18" O-C HANGERS AT EA 4 1 X 2 t 1 X 8 AZEK TRIM IN STAGGER PATTERN JOIST ° BOARD SKIRT EQUAL t0 SIMPSON STRONG TIE MODEL 'LSTA14 AT PROVIDE ALUM CAP FLASHING 2 X 8 ACQ DECK FRAMING +_�� ° EVERY RAFTER, OVER TOP OF LEDGER 16" O.0 ARCHITECTURAL GRADE SECURE AS PER TABLE 3.4 FACE MOUNT JOIST HANGERS 1 X 6 ACO NAILER ASPHALT SHINGLES OVER OF THE WFCM 1995 ED. W;1L MA t.� W v '" GALV. LUS28 At EACH DECK 15�FELT ON 3/4" C-C n�I�tle v�'DL4 . `k BOLTS 8TH AT Q'°G, JOIST SECURE WITH S D 2 X 8 ACQ NAILER EXPOSURE 1 PLYWD. MAWAN 2'EDGE DISTAKE. ,+Rf © 4 FASTENERS ° coMPOSIrE ttG SHEATHING 12 FM CAP OMM e, °Ri' IM iO D U ' V S G�'I OI�I C - C 6 X & POST SECURED t0 ___ SKIRTING IMOC44-116,MR(2)_ A�4 II C 1— 11 FOOTING W/ ABU66Z. ATTACH MWVM w` V. 24- J q SCALE: 1/4 1 O 3 �� _ - 2 x 4 ACQ NAILER � a��FM���Xs4 JAN 1 1 2021 � o .I�t® POST WITH (2) Ya DIA GALV. FINISHED GRADE NEMA' TRHU BOLTS,PROVIDE X,, X 12" saw s 4 x 4 ea.ro anoD Poor AT GALV. ANCHOR BOLT BEAIeN E"CFWw Southold Town D o Drown by: EZ^arrj of Tri lgtees 6 X 6 POST ON 12" X 12" PC -- 1/20 JwUJ PIER ON 20" X 20" X 8" DP FOOTING 36Job III: �E3FG TTOM OF 1.15 X 1125 LVL RIDGE BEAM 2 X 8 OR 2 X 10 ROOF FRAM INCA DETAIL 11 = 1_ 11 D 1/4"Scale:" 1'-0" se20-0125 RAFTERS a 16" O.0 SCALE: 3/4 1 O A.04 t *I DETAILS Town of Southold Building Plans Examiner shall review the enc'osed document for minimum acceptable pion sutmittal requirements OS 1 Al AM of the Town as that ed in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee A. 04 /1= compliance with that code. The seal and signature of the design profes=_ionol has been irterpreted as an attestation that, to the f the nd e work, in + A04 C > Accourate; licensee's> Conforms w with govenroingacodeshaopl cable et.et the time not submission; > Conforms with reasonable standards of SCALE: 1 1/2" 1'-0" FRAMING DETAIL E practice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. SCALE: 3/4" = 1'-O" Sheet: of: 5 TABLE R301.2(1) of the RES. CODE of N.Y.S. NAILING SCHEDULE A NOTE: ALL ROOF AND WALL CLADDING SHALL COMPLY WITH THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MANUFACTURER'S RECOMMENDATIONS FOR 110 MPH FASTEST MILE GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD AIR MEAN JOIST DESCRIPTION NUMBER OF WIND SPEED OR 135 3-SECOND GUST WIND SPEED. COMMON NAILS NAIL SPACING SNOW DESIGN WeatheringFrost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD SPEED MPH TOPOGRAPHIC S'ECIAL WIND WIND BORNE CATEGORY Termite Decay TEMP REQUIRED HAZARDS INDEX TEMP 3 REVISIONS (MPH) EFFECTS REGION DEBRIS ZONE depth ROOF FRAMING 'z�'5�`° F-20i 135 MPHSLIGHT NASSAU NO NO C SEVERE 36" MODERATE MODERATE SU FOLK 13 VALLEYS & 1 PERIMETERS FEMA REQ. 510 52.2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d R TO TOP PLATE (TOE-NAILED) 3-fw PPER J�OISTT N OTE: BUILDING WAS DESIGNED 2 REVISIONS 6/O z2 3-SECOND GUST TO HEAVY _J 2-16d COMMON NAILS ® 6 o.c. SIMPSON HDU8-SDS2.5 1 PRELIMINARI' 6iaziz0 FOR FULL LENGTH OF STUD CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 13-16d (for 3 pitch) EACH LAP USING ASCE- 7 CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 10-16d (for 4 pitch) EACH LAP Revision Date 7/8" DIA THREADED ROD EMBEDDED CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 8-16d (for 5 pitch) EACH LAP 3 12 1/2" INTO CONCRETE FILLED CMU CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 17-16d (for 6 pitch) EACH LAP 2 (OR POURED CONIC) WITH SIMPSON CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 17-16d (for 9 or greater) EACH LAP � ET (HIGH STRENGTH EPDXY 1 PERMIT 12/21/20CONTINUOUS RIDGE VENT— ADHESIVE) FOR TEMP.S 0 F TO 40 F CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 13-16d (for 3 pitch) EACH LAP C-520 STRAPPING BY: ( USE SIMPSON AT HIGH STRENGTH CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 10-16d (for 4 pitch) EACH LAP Submission Date "SIMPSON STRONG TIE" w/ (8) GABLE ROOF CONSTRUCTION: ACRYLIC ADHESIVE) CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 8-16d (for 5 pitch) EACH LAP CI NAILS EACH END 77TYPICAL ROOF CONSTRUCTION 2400 FIBERGLASS/ASPHALT CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 6-16d (for 7 pitch) EACH LAP TYPICAL ROOF CONSTRUCTION SEE TYPICAL NOTES ARCHITECTURAL ROOF SHINGLES OVER(1) CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 4-16d (for 9 or greater) EACH LAP SEE TYPICAL NOTESF I RST FLOOR LAYER 15'FELT PAPER with ICE AND WATER SHIELD ALONG RIDGE,SOFFIT AND GABLE COLLAR TIE TO RAFTER (FACE-NAILED) 5-8d (for 3 pitch) PER TIE ¢'04 ROOF RAFTER EDGES COLLAR TIE TO RAFTER (FACE-NAILED) 4-8d (for 4 pitch) PER TIE O • 1/2"COX EXPOSURE it PLYWOOD SHEATHING COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d (for 5 pitch) PER TIE A�4' N�0 .jJ SIMPSON H2Au'16" O.G. CONTINUOUS SHINGLE OVER RIDGE VENT ® INTERIOR ZONE N (u • 2X8 ROOF RAFTERS 0 16"OC.(SEE PLAN) " COLLAR TIE TO RAFTER (FACE-NAILED) 3-16d (for 6 or greater) PER TIE V L 2-16d COMMON NAILS ® 6 O.C. ® PERIMETER ZONE SIMPSON HDU8-SDS2.5 BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END ROOF RAFTERS FOR FULL LENGTH OF STUD AB WA Q) 4-J c RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END ('EDGE ZONE -0 WALL CONSTRUCTION: • ALUMINUM GUTTERS AND ALUM LEADERS �ON WALL FRAMING � Z STRUCTURAL RIDGE BEAM m 1X8 FASCIA WOOD FASCIA TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 1 PER FOOT TTY fo O1 0 • PRE-DIPPED 18"ROYAL CEDAR SNAKES TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d JOISTS-EACH SIDE SUCTION IS0METRIC PLAN WITH 6"EXPOSURE ON 'TYVEK'BUILDING BLOCKING ® ENDWALL STUD TO STUD (FACE-NAILED) 2-16d 24" o.c. O _ 00 W c WRAP ON 1R"COX PLYWOOD SHEATHING ON HEADER TO HEADER (FACE-NAILED) 16d 16' o.c. ALONG EDGES fu (� O Lr) Q) .r (2)2 X 4 TOP PLATE 2X4"" STUDS 9 16"O.C.w/R-21 KRAFT FACE I'-G" F15ER'sLAacS BAT INSULATION TOP OR BOTTOM PLATE TO STUD (END-NAILED) 1-16d PER STUD w i 1/2" EXTERIOR CDX ALL ATTIC INTERIOR WALLS AND CEILING 1/2" BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOISi 1&2 SCALE: 1"=1'-0" GYP.BD.(TYP) OR BLOCKING (FACE-NAILED) 2-16d PER FOOT PLYWOOD SHEATHING INTERIOR WALLS SHALL BE SHEATHED WITH NAILING NOTES: Q FLOOR FRAMING 2x4 STUD WALL 616" O.C. 6"DUTCH-LAP CEDAR SIDINGS 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING POOL HOUSE CEILING SHEATHED WITH 1/2 JOIST TO Sill TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST NAILED 6" OC AT THE PANEL EDGE. IF WALL SHEATHING IS • GYP.BD. SIMPSON HDU8-SDS2.5 BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END NAILED 3" OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR DETAIL BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL „_ , „ BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SCALE 1 -1 -,a FLOORCONSTRucTION: SECOND FLOOR SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE • 4„ P.G.SLOE W/bxb 0.41111.4 WUA'1 OVER 10 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST LOAD PATH. (4- 8d nails each end) MIL. POLYETHYLENE VAPOR BARRIER JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST 2, WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED U”LI� 2x4 STUD WALL ®16" O.C. ' 4"COMPACTED RGA OVER ROLLED BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE I/2" EXTERIOR CDX PLYWOOD SHEATHING SUEDE„ HOLD DOWN DETAILS BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT PERMITTED TO BE REDUCED TO 1-16d PER FOOT • PROVIDE 2 FOUNDATION INSULATION UNDER (4) 10d SLAB EXTEND 24"FROM WALL SEE FLOOR PLANS FOR LOCATIONS OF HOLD DOWNS ROOF SHEATHING 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE NAILS (2 a EACH C620 STRAPPING BY: "SIMPSON STRONG STRUCTURAL PANELS (SEE SUCTION ZONE ISOMETRIC DETAIL) STAPLES ARE PERMITTED. CHECK IBC FOR ADDITIONAL PLATE) B, TIE" OR APPROVED EQUAL w/(8) ed REQUIREMENTS. a�rAµa J NAILS FOUNDATION CONSTRUCTION: 4 Fr PERIMETER ZONE PANEL EDGES 8d 5 6' o.c. '^ 4" PC SLAB OVER 0 PROVIDE 20 CSA.GALV.TERMITE SHIELD CONNECTION NOTES 4 FT PERIMETER ZONE AT INTERMEDIATE SUPPORTS IN PANEL FIELD ad 12" o.c. 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR w 6 MIL VAPOR AND SILL SEALER RIDER ACQ SILL PLATE RAFTERS, JOISTS AND STUDS Simpson Strong-Tie BARRIER ON 4" INTERIOR ZONE PANEL EDGES 8d 5 6' o.c. CS20strapping • RCA S 0 PROVIDE 5/8"DIA.ANCHOR BOLTS a 3'-0" INTERIOR ZONE INTERMEDIATE SUPPORTS ad 12' o.c. 5. FOR ROOF SHEATHING WITHIN 4 FT OF THE PERIMETER EDGE 0 Q 16 o.c. CS 20 O.C.AND NO MORE THAN 12"FROM ANY 1. ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE NOTED IS SIMPSON STRONG-TIE Z-MAX. OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE Z • ° 4" o.c. ROOF PEAK, THE 4 FT PERIMETER EDGE ZONE ATTACHMENT Provide minimum 1 5/8" CORNER OR DISCONTINUOUS EDGE. ROOF SHEATHING REQUIREMENTS SHALL BE USED. Q distance MINIMUM OF 7 EMBEDMENT with 3"SQUARE 2. DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STRUCTURE, SUBSTITUTIONS TYPICAL SILL DETAIL WASHERS AND END NUT SETUP OF ANY FRAMING HARDWARE WILL RESULT IN THE INSTALLER/CONTRACTOR ASSURING RESPONSIBILITY FOR THE GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10' FIELD ual number of a 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS Z THE e ed nails in a (2)2" ACQ SILL ON SILL SEAL, DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. sP WALL SHEATHING 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE Q each end 10" X 10" LUTA X 1111.44 UAI ° xb"TERMITE SHIELD: PROVIDE 5/8" DIA. 0 8"THICK POURED CONCRETE FOUNDATION USED. (4- 8d nails each end) SLAB REINFORCMENT ANCHOR BOLTS • 3'-0" O.G. AND NO WALLS w/(2)5 BART TOP AND BOTTOM 3. ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONSOF THE STEPSON STRONG-11E WOOD STRUCTURAL PANELS (SEE SUcnON ZONE ISOMETRIC DETAIL) USED. MORE THAN 12" FROM ANY CORNER OR CONSTRUCTION CATALOG. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL OR FINISH MAY CAUSE THE 4 Fi PERIMETER ZONE PANEL EDGES Sd 6 6' o.c. DISCONTINUOUS EDGE. MINIMUM OF 7 • 18"x 8"P.CONC.CONTINUOUS FOOTING W/ CONNECTION FAIL 16D FASTENERS (8 GAUGE) ARE COMMON NAILS AND CANNOT BE REPLACED WITH 16D Q (2)"5 REBAR TOP AND EMBEDMENT with 3" SQUARE WASHERS (2)•5 BARS CONTINUOUS ON UNDISTURBED SINKERS (9 GAUGE) UNLESS OTHERWISE NOTED. 4 FT PERIMETER ZONE AT INTRFMEDIATE SUPPORTS IN PANEL FIELD 8d 12' o.c. BOTTOM OF FOLINDATION all AND END NUT SETUP SOIL. 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. INTERIOR ZONE PANEL EDGES Bd 6 6' o.c. LIJ CONTINUOUS, TVP. INTERIOR ZONE INTERMEDIATE SUPPORTS 8d 12' o.c. Q • 5. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE JOIST END AND THE STRAPPING SCHEDULE B NTS HEADER SHALL NOT EXCEED 14 PER ASTM TEST STANDARDS. 7EDGE / 10FIELD /rt (2)"5 REBAR BOTTOM OF GYPSUM WALLBOARD 5D COOLERS ' " `J FOOTING CONTINUOUS,TYP FIBERBOARD PANELS 7/16' THICK 6d3 3' EDGE / 6' FIELD co 6. FOR HOLD DOWNS, ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 TO 1 TURN WITH WRENCH WITH LOCATION STRAP TYPE Z • CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE. CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. 25/32" THICK 8d 3 3' EDGE / s" FIELD BOTTOM OF FOOTING TO PARTICAL BOARD PANELS sd SEE MANUFACTURER RIDGE ASSEMBLY SEE DETAIL A SHEET A-05 2 2 X 4 CONTINUOUS KEY BEAR ON CLEAN Q I'-4" UNDISTURBED SOIL MIN 36" FLOOR SHEATHING SUBFLOOR ROOF ASSEMBLY TO WALL ASSEMBLY SEE DETAIL B SHEET A-05 < BELOW FINISHED GRADE STRUCTURAL PANELS UP TO 1' THICK Bid 6' EDGE / 12' FIELD WALL ASSEMBLY TO FOUNDATION SEE DETAIL C SHEET A-05 LL MORE THAN 1' THICK 10d 6" EDGE / 6" FIELD FRAMING DETAILS TOP PLATE SPLICE LENGTH TOP PLATE SPLICE REQUIERMENTS FOR TOP PLATE SPLICE REQUIERMENTS FOR NOTATION WIND - EXPOSURES B&C- ONE STORY WIND - EXPOSURES B&C- ONE ALL SLAB ON GRADE OTHER CASES A) NUMBER OF 8d NAILS AT BUILDING DIMENSION MINIMUM SPLICE BUILDING DIMENSION (FT.) MINIMUM SPLICE LENGTH (FT.) EACH END OF STRAPPINGS LENGTH APPLY SUBFLDDR ADHESIVE TJI JOIST BLOCKING WITH END B) NUMBER OF SILL STUDS ON 12'-0" 3'-0" 12'-0' 2'-0" TO ALL CONTACT SURFACES BLOCKS INSTALLED AT)S JOIST A SPAN LOCATIONS USING TWO FLAT (DOES NOT APPLY TO 16'-0" 4'-0" 16'-0" 3'-0" Ln > BLOCKING PANEL BY TJ BLACKING PANEL BY TJ SCREWS,TYPICAL-) BOX NAILS OR= - DOORS) 20'-0" 5'-0" 20'-0" 4'-0" � C) NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF 24'-0" 6'-0" 24'-0" 4'-0" Q WEB STIFFENER BY TJ JO g D 2x4 MIN. BLOCKS BY EACH SIDE OF TJI. Qpt� B E HEADER CONTRACTOR EACH SIDE 2B'-O" 7'-O" 28'-0" 5'-O" � Z OF TJI CT SUPPORT p NUMBER OF 16d NAILS END C 1. TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP-PLATE 32'-O" 8'-0" 32'-0" 6'-0" COLUMN LOADS. NAILED THROUGH ADJACENT „ O. LENGTH-JOIST DEPTH �l�f•' KING STUD TO END OF CONNECTIONS USING 2-16d NAILS PER FOOT, FOR SHORTER SPLICE LENGTHS, 36'-0" 9'-0 36'-0" 7'-0 " •� •� THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT W to 2x4 MIN. BLOCKS BY "-'—'—' CONTRACTOR EACH SIDE I„ HEADER 40'-0" 11'-O" 40'-0" 8'-0" 'Q `~ M ) NUMBER OF NAILS N OF COLUMN LOADS. SECTION "AA" ""- FE NUMBER OF JACK STUDS AT 50'-0" 13'-0" 50'-0" 10'-0" WEB STIFFENER BY TJ EACH SIDE OF HEADER 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN EXPOSURE B EACH SIDE OF TJI. LENGTH= JOIST DEPTH +Xe' " 60'-0" 16'-O" 60'-0 12'-0" � ''TT COLUMN LOADS F) NUMBER OF 16d NAILS END 70'-0" 1s'-o" 70'-0" 14'-0" T. ` �. CANNOT BE SUPPORTED BY TJI JOIST NAILED THROUGH ADJACENT 3. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL HEIGHTS FOR JACK STUDS TO END OF SILL OTHER HEIGHTS, H THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED 80'-0" 22'-0" 80'-0" 16'-0" U Q DETAIL AT COLUMN AID POST LOCATIONS 2 AT EACH SIDE. BY H/8 c .. L 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 0 Nrs '� Gap*: WEB STIFFENER ATTACHMENT to Ln Ys"minimum Q 1^ 2Y4"maximum (1v"for TJINailing: TOP PLATE SPLICE RE UIRMENTS M I- 560,560D) See sizes below. Q n � 0 When sheathing thickness exceeds 8", L Web stiffener both sides. d- trim sheathing tongue at rim board Hanger height must See sizes below. •With point load from above,and no support heaminimum stdepth below,install web stiffener tight to top flange FASTENING SCHEDULE AROUND EXTERIOR WINDOW Plate nail-16d(0.135"x 3Yz") L of joist depth at 16"on-center' Tight fit* (gap at bottom flange) AND DOOR OPENINGS Flooranel nail - Depth Minimum Web Nailing Requirements SEE PLAN 8d(0.131" p x 2Yz at 6"on-center' Wit Joist Series p(in.) Stiffener Size Type Number Nails NOTATION A TYPE 1 SHEARWALLS SHALL BE SHEATHED WITH ) B End Intermediate R.O. B C D E F 1/2 PLYWOOD ON THE EXTERIOR ATTACHED Top mount 5 5 ',,, „ Web Stiffeners required 110 All /e x 2/s � �� WITH 8d COMMON NAILS AT 3 OC AT PANEL hanger 3 5 („ Bid 2 -0, 2 1 2x4 1 1 1 1 EDGES 6 OC IN THE FIELD AND 1/2" GYPSUM each side 210 All /"x 2/6" „ „ 230&360 All Y/"x 2Y6""' (0.113"x 2Y2") 3 3 4'—0' 4 1 2x4 2 2 2 2 / 4' I i'14 l 1Ye"TJ®Rim Board or Face mount O WALLBOARD ON THE INTERIOR ATTACHED WITH 16d 6 (2) 2x4 3 3 3 3 5d COOLER NAILS AT 7" OC AT PANEL EDGES ' 1r4fi`~ 1�"TimberStrand® LSU. hanger 560 All 2x4 6 -0 18 (0.135^x 3�^) 4 4 8'-0" g AND 10" OC IN THE FIELD.BLOCK SOLID AT ALL ��� 1 1 20 '1 � Web stiffeners required if sides of (2) 2x4 3 3 3 3 ( 2 Toe nail-1 O(0.131"x 3") q 20� (2) 16d 5 5 10'-0" 10 2 2x6 4 4 4 4 PLYWOOD JOINTS. °�� hanger do not laterally support at 560D 2x4 P">4_6g at 6"on-center' least 3/"of TJI®joist to flange 22"('I (0.135"x 3Y2") 6 11 12'—p" 12 2 2x6 5 4 5 4 G p g ( ) Board oflTrust es V 24' 6 13 Ntr v`( (1)PS1 or PS2 sheathing,face grain vertical HOLD DOWN HOLD DOWN 3 DETAILRIMBOARDNTS 4TJIWEBSTIFFENER-DETAIL (2)Construction grade or better SEE PLAN SEE PLAN NOTE: Nrs (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists a tP prawn by: SHEATHING AS PART OF SHEARWALL SEGMENT (SW), WHERE NOTI=D ON FLOOR PLAN, I�i1li2© �u;i.0 SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT TYPE 1 SHEAR WALL JOINTS. 8d COMMON NAILS @ 6"OC EDGE & 12" OC FIELD scale: Job #: EXTERIOR WALL OPENING N.T,S se20- 7,25 TRUSS JOIST DETAILS REQUIREMENTS SHEAR WALLS Town of Southold Banding Plans Examiner shall review the enclosed document for minimum acceptable plan s bmittal requirements of the Town as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee compliance with that code. The seal and signature of the design profess enol has been interpreted as an attestation that, to the best of the licensee's belief and information the work in the document is: > Accurate; > Conforms with govenring codes applicable at the time of submission; > Conforms with reasonable standards of A. 05 practice with v;ew to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. Sheet: of: �j a 112- 78f 87* 37' 42" E - _ 20"High Fabric Silt Fence,Wood Stakes STAKE / I Fr.AON CENTER STAKES:2x2 (NOMINAL) HARDWOOD, 12A5/20 \vI 1-1/2"x 1-1/2'x 42*ACTUAL 3 REVISIONS DIRECTION OF---, STAPLE WIRE TO POSTS FLOW NISHED GRADE 2 REVISIONS 8n8Rm / 0 1 PRELIMINARY 6102nV /r 1. SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE GROUND COVER IS REMOVED.CLEARING,GRUBBING,AND STUMPING Revision Date I CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COVER IS NOT REMOVED. n, 2. WHERE POSSIBLE,SILT FENCE SFWl BE PLACED ON THE FLATTEST AREA AVAILABLE. 3. A RUN OF SILT FENCE SHOULD FOLLOW THE CONTOUR AS CLOSE AS POSSIBLE WITH THE ENDS TURNED UPSLOPE TO 3 / I N 201,MIN POND WATER BEHIND THE FENCE 2 (6 I 4. THE SILT FENCE SHOULD BE BURIED AT LEAST 6'DEEP AND HAVE A TOTAL OF 8'OF FABRIC BELOW THE GROUND.THIS 00 CAN BE ACCOMPLISHED WITH A TRENCHER,CABLE LAYING MACHINE,SLICING MACHINE OR OTHER SUITABLE DEVICE 1 PERMIT 12/21/20 r=•�/ N I WHICH WILL ENSURE AN ADEQUATELY UNIFORM TRENCH DEPTH. 16 5. THE STAKES SHALL BE PLACED ON THE DOWN SLOPE SIDE OF THE GEOTE)TllE 6" IN / 6. WHERE TWO SILT FENCE SECTIONS ARE COMBINED INTO ONE RUN THE END STAKES SHALL BE CONNECTED TOGETHER,NOT Submission Date SIMPLY OVERLAPPED. 7. IF RUNOFF OVERTOPS THE SILT FENCE FLAWS AROUND THE ENDS OR IN ANY OTHER WAY BECOMES A CONCENTRATED FLAW,ONE OF THE FOLLOWING SHALL bE PERFORMED,AS APPROORIATE /` GEOTEXTILE FILTER FABRIC 1)AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM (MIRAFI 14ON OR EQUAL) 2)THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED. EMBEDDED MINIMUM OF 6" 3)ACCUMULATED SEDIMENT SHALL BE REMOVED / _ I INTO GROUND WITH A C: MINIMUM OF 8"OF FABRIC 4)OTHER PRACTICES SHALL BE IMPLEMENTED. BELOW GRADE O UL_ / I2 1=5I T NC TAI :� Q � } Sh1fdl NTS z Ce E5) o � a � CD 00 (1) ro "O Ln i L- 4-J / V I \ � HAY BALE NOTES W "6 1. HAY BALES ARE TO BE PLACED 5' FROM EXISTING EDGE OF ROAD AREA OF CONSTRUCTION 4 LAND DISTURBANCE _0 / #.380 OR AT THE LIMIT OF DISTURBANCE,WHICHEVER IS GREATER. FLOW Q O EXISTING 1,839 5F 2. THE FIRST COURSE OF HAY13ALES ARE TO BE EMBEDDED 4" ''—�- AREA OF CONSTRUCTION a GARAGE ADDITION 132 SF 2 STORY U100D FRAME 3. HAY BALES ARE TO BE ANCHORED WITH TWO STAKES DRIVEN DECK EXTENSION 506 SF PORT-A-SAN THROUGH THE HAY BALE.THE FIRST STAKE IN EACH HAY BALE TOTAL = 638 SF TOILETS EXISTING (o(DO SF IS TO BE DRIVEN AT AN ANGLE TO CAPTURE THE PREVIOUSLY PLACED SINGLE FAMILY HAY BALE TO FORCE THE HAY BALES TOGETHER. LAND DISTURBANCE a GARAGE ADDITION 'i.5 CY / WOOD FRAMERESIDENCE I 4. STAKES ARE TO BE DRIVEN FLUSH WITH THE TOP OF THE HAY BALES. 4"FACE DECK EXTENSION 2.53CY i GARAGE 5. THE HAY BALES ARE TO BE INSPECTED PRIOR TO THE START TOTAL a 10.43 CY / c 9,� OF CONSTRUCTION EACH DAY AND PRIOR TO LEAVING THE SITE Q, FF = $3' I AT THE END OF THE DAY. ALL EXCAVATED SOIL SHALL BE STOCKPILED 6. HAY BALES ARE NOT TO BE REMOVED EXCEPT AS DIRECTED BEDDING DETAIL AND CONTAINED BEHIND THE SILT FENCING BY THE ENGINEER. / 24.33 1 1 7. HAY BALES ARE TO REMAIN IN PLACE FOR DURATION OF CONTRACT. EX15TING 350 sf WOOD ANGLE HAY BALE TO CAPTURE Ir DECK 2411 AFG I STABILIZE ENTIRE W z PILE WITH ? 2"x 2"STAKES DRIVEN 2' INTO GROUND HAY BALES PLACED ALONG VEGETATION OR 2.1 MAX. SLOPE O / IT / / -! I DRIVE STAKES FLUSH WITH HAY BALE PERIMETER OF PROPERTY COVER U 47 U) / / ( z J W W � (1) 0 < 0 MIN. HAY BALES OR SILT z Z W X' MIN. SLOPE FENCE MIN SLOPE\ Q Q / HATCHED AREAS/ INDICATE NEz W INSTALLATION NOTES:CONSTRUCTION / Q I _ 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE Cc Q = 2. MAXIMUM SLOPE OF STOCKPILES SHALL BE 2:1. W JF_ � 3. UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY BALES,THEN STABILIZED WITH VEGETATION OR COVERED. N'` * NO� j CONSTRUCTION MATERIAL j 3 �� to 4 SOCK MATERIAL I A � c (b / / cy l ' oA��rr / I AND STAGING AREA I Si'?01 NTS X01 NTS Cb L-------------------� CIP t SILT FENCE I ag ,� •, e' �y p R .� . �"t wA� ,� I �e�s ,� + 'xr•gr- I ,r� ffi� dl �°� � '�' -,„"`"" aK °3is 1"� aYf �'` Ewe �<�.. � wrryr j ,rt °- ra�' m`k4 �'#s, ,Y': � � �•t� ._.rr.n" Q Z ` Q ' U 00 LIJ `\` / ♦ '� �. 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"°•' idw° �& o �"3'- �l.r" to .,�'` °a �. *` Nr `\ n..""°a.w i" �a.S'e _,a-' t: ,'``«. . ;�� � 6,"' � �.Y:�,9f"°"' �. .rte _ .--"" „� %, ♦�=.r'' IN ft �� �y`,. ��4 8 � �,�^ °L�n °•�._�'e �i D � � � a�8 .; # ��� '$' r r» '^spa, br-'F4. ,"`,• 7^•' r,• a'N::, \\ f `! �,'� � ♦ya af,,.•"}�.� f Les♦e wan 4� � rY w r I�� � �.. I7♦1 s�^.4 ', t" .�'�a a.�r ��'�` txi 1k e"011' .a � {(,� k�� lu \, / I (� w �' t� a` Aon• °RBh" . t6i^ q�} g `a". a s `-' a 1 '1C f +t 2♦r s' ...aY f ,q -"S' t. �q+Lr>a r* s.�' R�sr' x°°. tl' e,.`ed FI o ntt \ \ �tl � � � � , ` ., Jar 20 ' . O �\ ETCI?lwT«S_ x�;?TTlT r` * W eke �4a7 r.�.w' w �, ►yt� `"f t0 �GG'pQq.�UU� ��. thold Tov� of Trust- 'S Dat Drawn by: 1 STT WAT MANAGEMENT SITE AN '9� \ \ f �� _ � � o ffi1 � _ :� �� _� � � � ��� $ � .t, 12/21/20 Jwlu \ 580 WIGGINS LANE SCALE: 1" = 20' 5 5001 OF SITE OUN �4 �' 236 -11 (C) (2) — 5CTM 1000-3ED-004.00-0245.03 Scale: Job ,II: \, GEENPORT, NY 11944 501 NTS 1/4" a 1'-0" es20-0125 6:�3,, Town of Southold Building Plans Examiner shell review the enclosed document for minimum acceptable plan submittal requirements PLOT MAP INFORMATION TAKEN FROM �� of the Town as specif'ed in the 2020 Building and / or Residential Code of the State of New York This review does not guarantee SURVEY PREPARED BY JEFFERY PATANJO compliance with that coca. The seal and signature of the design professional has been interpreted as on attestation that, to the M O best of the licensee's belief and information the work in the document Is: SDATED SEPTEMBER 18, 2016 > Accurate; > Conforms Wt`1 govegoverning codes applicable at the time of submission; > Conforms with reasonable standards of UPDATED NOVEMBER 28, 2016 practice with view to safeguard ng of life, health, property and public welfare; > Is the responsibility of the licensee. Sheet: of: 5 3 2 IREVISIONS 8/28/20 PRELIMINARY di02/20 Revision Date 3 2 WIGGINS LN. 1 PERMIT Submission Date I � 87-37'42-E — — ----------- I IN O I I � fu / I N V d. -0 �- / C � tf ru W l� 625" I 0 Living room j X80 Breakfast 11 " " EXISTING 660 SF TORYEXISTW D SF I I 20 -1 x 22 -0 % z STORY wooD FRAME 9 -11 x 13 -5 I I SINGLE FAMILY — / wo�� RESIDENCE / IF - 83' PF■91' l + + + + + +++++ 24.33' Kitchen +ffXIsIPa�S�@eP+ll O+ +++'++ --- -- / + + + + + + + + + + + + + + + + + + + + + + 23'-511 x 11'-4° / / // + + + + + + i HATCHED AREAS / PORTION DECK COVERROOF 6Y ROOF — — 2 Car Cara e % / / INDICATE NEW / 25'-811 x 22'-0" ��// 1 CONSTRUCTION // / I z J N N. �C40 LL / / I Dining room / / (n� 19'-1011 x 12'-1011 Bathroom LL ji pen / OfficeI- 1(0'-811 x 19'-411 / / C/) X w W I = Foyer Laundry 04 I � �J In TAX MAP INFORMATION: 580 WIGGINS LANE � GREENPORT, TOWN OF SOUTHOLD �( SUFFOLK COUNTY NY H Q � Z SCTM: 1000-35.00-004.00-028.30Cn a ■— W PROPERTY INFORMATION: RESIDENCE DISTRICT R-40 SINGLE FAMILY RESIDENCE �� a `N LOT AREA = 27,094 SF (40,000 MIN) � � � � LOT WIDTH = 112.78' (150' MIN.) FRONT YARD = 47.25' (50' MIN.) FRONT YARD 2 = NA (15' MIN.) U SIDE YARD = 16.25' & 24.33' (15' MIN.) c BOTH SIDE YD = 40.58' (35') Ln REAR YARD = 87.16' (50' MIN.) Q I" , an l' r_�._ 1 I LOT COVERAGE : FIRST FLOOR AREA = 1,839 SF I; ,- -- n V- ACCESSORY STRUCTURE = 727 SFNr PORCHES & DECKS = 856 SF VAR - 9 2021 } TOTAL BUILDING AREA = 3,422 SF LOT AREA = 27,094 SF f % LOT COVERAGE = 12.63% �. r ALLOWABLE % LOT COVERAGE = 20 % /�wbM',- w 1 X I ST INN 1=1 ST FLOOR FLAil 2 OTAli - OT AREA CALCULATIONS RC2 SCALE: 1/4" = 1'-011 580 WIGGINS LANE SCALE: 111 = 20' GREENPORT, NY 11944 PLOT MAP INFORMATION TAKEN FROM Datk Drawn by: SURVEY PREPARED BY JEFFERY PATANJO 10 o JWW DATED SEPTEMBER 18, 2016 UPDATED NOVEMBER 28, 2016 Scale: Job 1/4" -_ I'-0" ae20-0125 Town of Southold Building Plans Examiner shall review the enclosed document for minimum acceptable plan submittal requirements of the Town as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee compliance with that code. The seal and signature of the design professional has been interpreted as an attestation that, to the best of the licensee's belief and information the work in the document is: > Accurate; > Conforms with govenring codes applicable a: the time of submission; > Conforms with reasonable standards of EC . practice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. Sheet: of: 5 gVFFfa(� Glenn Goldsmith,President 0�0 CSGTown Hall Annex A.Nicholas Krupski,Vice President W, 54375 Route 25 John M. Bredemeyer III CM P.O.Box 1179 ze Michael J. Domino 0 Southold,NY 11971 - Greg Williams 'y p'e' Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in field by: AMP Architecture on behalf of ERATH & SON, LLC requests a Wetland Permit for the existing 15'6"x22'6" (350sq.ft:) seaward side deck to remain with new deck boards, and to add 14'10"x21'4" (320sq.ft.) and 5'4.5"x17'6" (95sq.ft.) of new deck for a total of 765sq.ft. of deck, of which 350sq.ft. of deck total is to be covered; for the existing 22'4"x26'4" (690sq.ft.) one-story garage and to increase the footprint by 5'0"x26'4" (130sq.ft.) for a total first floor-footprint of 27'4"x26'4" (720sq.ft.); and to construct a 27'4"x26'4" (720sq.ft.) second-story addition which will be finished and unheated. Located: 580 Wiggins Lane, Greenport. SCTM# 1000-35-4-28.30 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1.. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other TOWN OF SOUT`µ ,D BUILD, PERMIT APPLICATION CHECKLIST BUILDING DEPA:___`+TENT ,ou have or need the fallowing,before applying9 TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans yes TEL:(631)765-1502 Planning Board approval FAX:(631)765-9502 SurveyVes Southoldtownny.gov PERMIT O. Check Septic Form N Y.S.D E.C. Trustees C O.Application Flood Permit Examined 120 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Marl to: c e;f EV.Er,-4`-/ '° Disapproved ate S Cf) C 1!1^a Zvi We •coin Phone. ( Expiration ,20 Building Inspector APPLIC TION FOR BUILDING(PERMIT Date 20 INSTRUCTIONS a This application MUST be completely Iled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee actor ing to schedule. b.Plot plan showing location of lot and o buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. `' c.The work covered by this application not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspect n throughout the work e.No building shall be occupied or used' whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E Every building permit shall expire if the vork authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 mo from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Bui i g Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shat be required. APPLICATION IS HEREBY MADE to a Building Department for the issuance of a Building Permit pursuant tothe Building Zone Ordmance of the Town of Southold Suffolk County,New York,and other applicable-Laws,Ordinances or Regulations,for the construction of buildings,add,tons,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable law ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building or necessary inspections. (Signature of applicant or name,if a corporation) 51 R�N Dry L;�- /J1,> (1*29? (Mailing address of applicant) State whether applicant is owner,lessee,agenj architect,engineer,general contractor,electrician,plumber or builder Owner Name of owner of premises— Ery.4A Sl,. (As on the tax roll or latest deed) If applicant is a corporation,signature of duly 1, thorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work "I be done: 580 Wi ins Lane Greenport,NY 11 4 House Number Street Hamlet County Tax Map N6. 1000 Section 3; .00 Block 004.00 Lot 028.30 - 1 Subdivision Filed Map No, Lot 2. State existing use and occupancy of prem, es and'intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residence b. Intended use and occu4applicable): family residence 3. Nature of-work(check which Building Addition X Alteration X Repair Removalolition X Other Work (Description) 4. Estimated CostQ--Fee (To,be paid on filing this application) 5. If dwelling,number of dwelling units 3 Number,of dwelling,units on each floor If garage,number of cars 2 6. If business,commercial or mixed occu y,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: ront 89'-10" Rear 89'-10" Depth 43'-8" Height 25'-3" Number x f Stories 2 Dimensions'of game structure With,alt;rations or additions: Front 89'-10" Rear 89'-10" Depth 43'4" Height 25'-0" Number of Stories 2 8. Dimensions of entire new construction:Fnt Rear Depth Height Numbe of Stories 9. Size-of lot:Front 112.78' Re 176.73' Depth 22120' 10.Date of Purchase' 11 kto I� N , e of Former Owner r,-,l V 11.Zone or use district in which,premises are ituated R-40 12.Does proposed construction violate any z ing law,ordinance or regulation?YES NO. X 13.Will lot be re-graded?YES NO X , ill excess fill be removed,from premises?YES NO 14.Names of Owner of premises FM 1&�Al 'LL Address Am,aw,, 1r 1"y fr 76Phone No. 4 Name of Architect James W.We di Address 1443 Jefferson AV Phone No 631=404-6828 MrA Wip NY 14795 Name of Contractor Address' Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES ,X NO *IF YES,SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITSMAY BE REQUIRED. b.Is thi9property within 300 feet of a tidal etland?*YES X NO *IF YES,D.E.C.PERMITS MAYBE REQ JIRED. 16.Provide survey,to scale,with accurate fou dation plan and distances to property lines. 17.If elevation at any point on property is at 1 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions w th respect to this property?.*YES NO `f �---- *IF YES,PROVIDE A COPY. STATE OF NEW YORK)` COUNTY OFSS:_ ) } ti being duly swom,deposes and says that(s)he is the applicant (Name of individu signing contract)above td, (S)He is the A-4n iIM tl � 4 k-1 4-9.s'v L L C_ '(Contractor,Ag Corporate Officer,etc.) of said owner or owners,and is duly authorized to erform 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 manner set forth in the applicatiot filed therewith. Sworn to before me this day of 20 o ary blie ROBERT L.MAINE Signature ofApphcant Notary Public,State of N v York No O'IMA62273A0-Suffolk ounty, r`nmmi¢cinn Fxnires Auaust .20 �? .Y Y Rear Elevation: from North East side of Rear Elevation: from South property East side of property � J Rear Elevation: from North West side Rear Elevation: from South East side of property Erath Application AMP Architecture Applicant '00 1 ' i1 - LILWI • • • • M • • • • l • • • • M • • of Ll �'AliAll Y9RII_"L 7 S�A t. S�► I�rl�, ® .. tel♦ ....- a.� !3jrrr, .. Za- i . a �., <. V - W.Jk4 STATE OF NEW YORK DEPARTMENT OF STATE I hereby certify that the annexed copy has been compared with the original document in the custody of the Secretary of State and that the same is true copy of said original. • •• OF•NE• .•••• WITNESS my hand and official seal of the ' • Department of State, at_the City of Albany, on • June 28, 2019. • Ala I • y rp 7C • f • 1� ��` V Brendan C. Hughes •'••:�BNT ��••• Executive Deputy Secretary of State Rev..06/07 i c A.RTICLES'OF ORGANIZATION OF ERATH & SON, LLC Under Section 203 of the Limited Liability Company Law FIRST: The name of the limited liability company is: ERATH&SON,LLC .SECOND: The county,within this state, in which the office of the limited liability company is to be located is SUFFOLK. THIRD: The Secretary of State is designated as'agent of the limited liability company upon whom process against it may bc.servcd. The address within or without this state to which the Secretary of State shall mail a copy of any process against the limited liability company served upon him or her is: SCOTT W.ERATH 51 RANICK DRIVE EAST AMITYVILLE,NY 11701 I certify that I have read the above statements, I am authorized to sign these Articles of Organization, that the above statements are true and correct to the best of my knowledge and belief and that my signature typed,below constitutes my signature. SCOTT W.ERATH, (signature) SCOTT W.ERATH, ORGANIZER 51 RANICK DRIVE EAST AMITYVILLE,NY 11701 Filed by: BRUCE KENNEDY PC- 31 GREENE AVENUE AMITYVILLE,NY 11701 FILED WITH THE NYS DEPARTMENT OF STATE ON: 06/28/2019 FILE NUMBER: 190628010323; DOSID: 5579693 DOS-1239-f-I1(Rev.02/12) Page I of 1 -- rr.,. - I ".. ,.,•, ... SEE SEG Iq.000 UNE WTcm -- -- -----_— mmmr Kri 10 -- tA'o - •4 �' mom\ AN 4 0 + d ,y,\ 0 2.1 1.0 4�I 1a \ _ 4 tai A, � t�� °,1M1� 7`^ ♦ �� �? a'� ,a% e 132 .M1 `+. ® •p h 6 P ,' !1 1' a ♦a '_ �::.`�/ - 71�1d- O - I��' ' ° �St�9.�F IUMi17 ~ � POND hAwEr / - ajwc) T sounlorn -� io 1 13 . � � SE NO NOTICE COUNTY OF SUFFOLK © K ,To an Real Property Tax Service Agency Y 61y N,,,,�o. 035 ew°tr c.°°.r a..=..Y tttrot c.�.,rtsr M aTl •- ,.... - ... �•� ....a,....r.r.. , m e Ao ® A ° as*mn rw 1000 _ .. ._. am eu +v PROPERTY MAP OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ( Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ' Southold, NY 11971 � "� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: March 11, 2021 Re: Local Waterfront Coastal Consistency Review for ERATH & SON, LLC SCTM# 1000-35-4-28.30 AMP Architecture on behalf of ERATH & SON, LLC requests a Wetland Permit for the existing 15'6"x22'6" (350sq.ft.) seaward side deck to remain with new deck boards, and to add 14'10"x21'4" (320sq.ft.) and 5'4.5"x17'6" (95sq.ft.) of new deck for a total of 765sq.ft. of deck, of which 350sq.ft. of deck total is to be covered; for the existing 22'4"x26'4" (590sq.ft.) one-story garage and to increase the footprint by 5'0"x26'4" (130sq.ft.) for a total first floor footprint of 27'4"x26'4" (720sq.ft.); and to construct a 27'4"x26'4" (720sq.ft.) second-story addition which will be finished and unheated. Located: 580 Wiggins Lane, Greenport. SCTM# 1000-35-4-28.30 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 INCONSISTENT with the Policy Standard 6 and therefore is INCONSISTENT with the LWRP. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. The existing structures were constructed without Southold Town Board of Trustee review or a permit. Construction of structures within the required 100' minimum setback from a wetland is unsupported. Structures within this setback area should be relocated, or if that is not possible; be minimized. The second-story addition which will be finished and unheated in EXEMPT from LWRP review. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney 4 �i� Peter Young,Chairman = Town Hall,53095 Main Rd. Lauren Standish, Secretary , « P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., March 10, 2021 the following recommendation was made: Moved by John Stein, seconded by Caroline Burghardt, it was RESOLVED to SUPPORT the application of SCOTT ERATH, ERATH & SON LLC for a proposed deck addition to the rear of the dwelling, proposed garage addition and second- story addition to garage, finished and unheated. Located: 580 Wiggins Lane, Greenport. SCTM#35-4-28.3 Inspected by: John Stein, Caroline Burghardt The CAC Supports the application using best management practices and the installation of gutters, leaders and drywells. Vote of Council: Ayes: All Motion Carried 4RCHITECTURE Operating Business Address:1075 Franklinville Road,Laurel,N.Y.11948 Brooklyn Office:204 25"'Street,Suite 203,Brooklyn,NY 11232 C Business Phone:(516)214-0160 Date: March 8,2021 fjD 1-5 U V - Southold Town Trustees MAR 8 2021 �- 54375 Main Road Southold, NY 11971 Soud-old TovmBoard of Tri e^s RE: 580 Wiggins Lane,Greenport, NY 11944 SCTM#1000-35-4-28.3 To Whom it May Concern, The following is the proposed work to the existing residence at the above address: Proposed Deck addition to Rear of Home as follows: Exist. 15'-6"X22'-6", 350 SF Deck structure to remain with new deck boards. New Deck additions of-14'-10"X21'-4",320 SF&5'-4.5"X17'-6",95 SF; Proposed Deck total=765 SF (350_ r S.F.of this deck total.to be covered)3/8/21 Proposed Garage Additions as follows: Existing 1 story Garage 22'-4"X26'-4",590 SF to remain Proposed increase to footprint of 5'-0"x26'-4", 130 SF Proposed Total first floor of garage=27'-4"x26'-4", 720 SF Proposed Second story addition to garage,finished&unheated 27'-4"X26'-4",720 SF J Operating Business Address:1075 Franklinville Road,Laurel,N.Y.11948 RCHITECTURE LLC Business Phone:(516)214-0160 F F (r�' I 1�Date: March 8,2021 V MAR v 8 2021 Southold Town Trustees P.O. Box 1179 -- SONlthold TObYn Southold, N.Y. 11971 Board of lrus;ees RE:Wetlands Permit Application Scott Erath 580 Wiggins Lane Greenport, N.Y. 11944 Dear Diane&Elizabeth, Enclosed is the following: (1) Updated Site Plan showing that 350 sf of the proposed total new deck area will be covered (1) Updated project description Thank You Brooke Epperson AMP Architecture,PLLC Senior Architect E: bepperson@amparchitect.com O: 516-214-0160 www.amparchitect.com CEHA Wetlands Permit Application Anthony Tartaglia &James Howell i Glenn Goldsmith,President�� �QF S0(/,y Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O. Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino S Q Telephone(631) 765=1892 Greg Williams �� Fax(631) 765-6641 _ - _ ° �Q ax - BOARD OF TOWN TRUSTEES �. `. JAN' 2 7 ��21 TOWN OF SOUTHOLD TO: SOUTHOLD TOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS ; SCTM#: Property Owner Name: z7.21 F,"Ti!- e Soy! UL.,, Date Sent to Bldg. Dept: The Office of the Board of_Trustees is forwarding the-above referenced application for verification of the Building Department's permitting requirements stated below: YES 'NO Will the proposed project require a'Buildirig Permit? - Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of 1his application be considered a Demolition as described under Town Code? COMMENTS: -b Ia Signature R & i er Date Glenn Goldsmith,PresidenttF so Town Hall Annex t ��° �® 54375 Route 25 Michael J.Domino,Vice-President ate® " P.O.Box 1179 John M.Bredemeyer III '4-4 � r' Xx°, `z Southold,New York 11971 a A.Nicholas Krupski Telephone(631)765-1892 Greg Williams ® ��.� Fax(631)766-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extension Received Application: Received Fee: $250.00 Completed Application: !°Z •2� Incomplete: SEQRA Classification: TypeI Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: s Coordination:(date,sent): - f� r� �( rr•. �LWRP Consistency Ass s-s ent Form Sent: CAC Referral Sent: 02 17 I , Date of Inspection: Receipt of CAC Report:.' JAN 11 2021 � Technical Review: Public Hearing Held: ?l•/gi_2-1 Southold Town Resolution: Board of Trustees Owner(s)Legal Name of Property(as shown on Deed): Scott Erath � Mailing Address: 580 Wiggins Lane, Greenport, NY 11944 Phone Number: 516-790-0487 Suffolk County Tax Map Number: 1000 - 35-4-28.30 Property Location: 580 Wiggins Lane, Greenport, NY 11944 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): AMP Architecture Mailing Address: 1075 Franklinville Road, Laurel, N.Y. Phone Number: 516-214-0160 Mal Board of Trustees Applic&��an GENERAL DATA Land Area(in square feet): 27,094 sf Area Zoning: R-40 _ Previous use of property:u Single Family Residence Intended use ofproperty: Single Family Residence -- Covenants and Restrictions on property? Yes x No If"Yes", please provide a 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 the Building Dept.? Yes x No Does the structure(s) on property have a valid Certificate of Occupancy? x Yes No Prior permits/approvals for site improvements: AnSouthold Trustees 03/2005 &08/2019 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): Please See Attached J RCHITECTURE Operating Business Address:1075 Franklinville Road,Laurel,N.Y.11948 Brooklyn Office:204 2S`h Street,Suite 203,Brooklyn,NY 11232 LLC Business Phone:(516)214-0160 Date: Southold Town Trustees 54375 Main Road Southold, NY 11971 1 RE: 580 Wiggins Lane,Greenport, NY 11944 SCTM#1000-35-4-28.3 To Whom it May Concern, The following is the proposed work to the existing residence at the above address: Proposed Deck addition to Rear of Home as follows: Exist. 15'-6"X22'-6",350 SF Deck structure to remain with new deck boards. New Deck additions of 14'-10"X21'-4",320 SF&5'-4.5"X17'-6",95 SF; Proposed Deck total=765 SF Proposed Garage Additions as follows: Existing 1 story Garage 22'-4"X26'-4",590 SF to remain Proposed increase to footprint of 5'-0"x26'-4", 130 SF Proposed Total first floor of garage=27'-4"x26'-4",720 SF Proposed Second story addition to garage,finished&unheated 27'-4"X26'-4",720 SF Board of Trustees Applica.....on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations:`. Please See Attached Area of wetlands on lot: 5,961 square feet Percent coverage of lot: 22 Closest distance between nearest existing structure and upland edge of wetlands: 87.16 feet Closest distance between nearest proposed structure and upland edge of wetlands: 82.6 feet Does the project involve excavation or filling? No X Yes If yes,how much material will be excavated?-- 14 - cubic yards = How much material will be filled? 0 cubic yards Depth of which material will be removed or deposited: _ 3 feet Proposed slope throughout the area of operations: <1 Manner in which material will be removed or deposited: , Ground by garage will be removed for new footings and refilled using same material 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): Yard will be protected during construction using hay bales &/or silt fencing, impact is minimal 6I Z20 Appendix B Short Environmental Assessment Form Instructiong for Comnletin;r Part 1-Project information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Erath Residence Additions Project Location(describe,and attach a location map): 580 Wiggins Lane, Greenport, NY 11944 Brief Description of Proposed Action: Please See Attached Name of Applicant or Sponsor: Telephone: 516_214_0160 AMP Architecture E-Mail:fbrennan@amparchitect.com Address: 1075 Franklinville Road City/PO: State: Zip Code: Laurel NY 11948 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 0 0 may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ Southold Building Department El 3.a.Total acreage of the site of the proposed action? 62 acres b.Total acreage to be physically disturbed? .005 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 62 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? E a b.Consistent with the adopted comprehensive plan? 0 ❑X E 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed-Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES a .o b.Are public transportation service(s)available at or near the site of the proposed action? El ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? I X] a 9.Does the proposed action meet or exceed the state energy code requirements? NO YES, If the proposed action will exceed requirements,describe design features and technologies: ❑ , 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water:- 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 1 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? a El b.Is the proposed action located in an archeological sensitive area? ® ❑ 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. 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? j® 0 ; 16.is the project site located in the 100 year flood plain? NO YES =71- 17.Will the proposed action create storm water discharge,either from point or non-point sources? -NO YES If Yes, El 2 a.Will storm water discharges flow to adjacent properties? Q NO [:]YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO YES urywelff-W-111 be installed to catch rainwater runoff from deck & garage root Page 2 of 4 ............. 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: .............. 19.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: .............. .............. ............ 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: ...................................... I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name:_ AMP Architecture Date: Signature: –............--——------------------------------...... Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 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? .................... -12 F-1- 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 El reasonably available energy conservation or renewable energy 9 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, LJ architectural or aesthetic resources? ' 14 ............... ..... 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 occur 10. problemthe proposed action result in an increase in the potential for erosion,flooding or drainage 11. Will thero osed action create a hazard to environmental - p p 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 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occur-ring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. that the proposed have a ._....e, ......y supporting _ orti..........., n - Check this box if you have determined,based on the information and analysis above,and any supporting documentation, p p y result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees ....�... Name of Lead Agency...�... - .... .... _A.m-..,,... _..-. . Date Prin&� ,Yp e 1&s rel f e.a t"� President l r' ad Agency Title of Responsible Officer ._....._ _ roc�n�Gbla�O ice. m Lerl Signature ref,Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of Board of Trustees Appli.catiOn +&q L L _BEING DULY SWORN DEPOSES'AND AFFIRTi�IS THAT i#,/SHE IS THE APPLICANT FOR THE ABOVE EIN DESCRIBED PERMff(S)AND THAT ALL STATEMENTS CONTAINED THAT ARE TRUE TO THE BEST OF HIS/HE1t KNOWLEDGE AND BELIEF, 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 OFTRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING TRIS 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 P COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. 4 9` 1 k G A 54 Signa of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS. f� MAY OF , NOve«-bet : ;201 i t e rjp ,Ptk 3�IC- s6B RtL.MAV AttyO t'ubilc 8:?,� fRa-+yYcitk � t+t1ft'ii1sS51t3{•i�7;f3R'�5�LJ11S�,3U,`�l��� - 1 3 3 Board of Trustees ApPlicatiOn { AU TSO A TION (Where the applicant is not the owner) -, I/W e, owners of the property identified as SCTM#1000- �� _ �- o! .=�____--in the town of New York,hereby authorizes AMP Architecture to act as my agent and handle all necessary work involved with the application process for permits)from the Southold Town i Board of Trustees for this property. a L i v Propertyy, er's Signature Property Owner's Signature 4 S SWORN TO BEFORE ME 1WS, DAY®F 20 a - Notary Public ROBERT L.MAINE No.G"F? i Scivli iLF + Gommissisrz=xPir r � i 4 t AppLICANTIOWNER TRANSACTIONAL DISCLOSURE FORM T ite Town of Southold' frarle of Ethics probibits conflicts of interest on the part of town officers anc3'efln 14ve+es.Tice ose ofthis form is-to gravide-infounsfidn which can aleft the town of v ible conflicts otarterest sled agate it to take whatever-action is 11a*ceSS3r'4 t0 avoid Same. - - YOUR NAME. ,n the name of someone else or other entity,such as a (East name,first name,ailddle faidat,unless you are apply company.if'go,indicate the a*er person's or company's name.) WPF1 OF APPUCATTON:(Check all that appy) R��g Permit Tax grievance d Variance Trustee Permit Change of?Losse Coastal Erosion Approval of Flat Mooring Other(activity) Planning Do you penally(or through your company,Spouse,sibling,parent,or child)have,a relationship-wcth any officer Mre employes of therso 'Town of Southold'?"ReWionsizilr"includes byblood,marriage,or business interest:"Business erest" means a business!including a partnership,in which thatown offer at-,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 4 if you answered"YES",complete the balance of this fora®and date and sign where indicated. Name of person employed by the Town of Southold el, - Title or position of that person ON Describe the relationship between yourself(the appliesntlagentlrepresentative)and the town officer or employee.Either check the appropriate Hoe A)through D)and/or describe in the space provided. r The town officer or employee or his or her spouse,sibling,parent,or child is(eheck all that Apply)s A)the owner of greater that 5%of the shares of the corporate ato&of the appneant(when the applicant is a corporation) 3 fl)the legal or beneficial owner of any iaaterest in a non-corporate entity(when the applicant is n®t a corporation) Q an officer,director,partner,or employee of the applicant;or s ID)the actual applicant 1DESCRI1nTiiON OF RELATIONSHIP 9 ' j Submmitied this I day of owy_ 20_&L— Signator t - - { PrintName �Q ROBERT L MAINE IVotas+y Pl,h'-S t-e of"1=w fork 3 No 01.nri�Li -> • •ufFfi O :.t;Fy commission expiresALgust aj,2? c7� x a f - ;Y APPLICANT/AGENT/REPRESEN'TATIW 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 f this-form is to provide information w ich�can alert thetoWrio6oisibleconflicts of interest and allow rt to take whatever action ts, necessary to avoid same. YOUR NAME: AMP Architecture (Anthony Portillo) (Last name,first name,griddle initial,unless you are applying id 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) ave a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,njarriage,,or.business interest."Business interest'means a liusiness, including apartnership,in which the town officerWcrhploycs 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 yoift-elf(the applicant/agent/representative)and the town officer or employee.Either check ; the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 56/o 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 isnot a corporation); C)an-offrcer,director,partner,or employee of the;appficant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this ;r, of:Decern b2� 20 Signature Print Name An 0 V Portillo r Form TS 1 .a 4 Glenn Goldsmith,President o, VFFi t4r00, Town Hall Annex A.Nicholas Krupski,Vice President �� �� 54375 Route 25 John M.Bredemeyer III CD = P.O.Box 1179 Michael J.Domino 0 Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 3, 2021 AMP Architecture 1075 Franklinville Road Laurel, NY 11948 Re: Board of Trustees Application of Erath & Son, LLC 580 Wiggins Lane, Greenport SCTM# 1000-35-4-28.30 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Thursday, March 18, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. V y Truly You s, Glenn Goldsmith, President Board of Trustees 1 r Glenn Goldsmith,President Y��� Town Hall Annex A.Nicholas Krupski,Vice President �� ya 54375 Route 25 John M.Bredemeyer III y ? P.O.Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams y'�0� �a�! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS THURSDAY, MARCH 18, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Thursday, March 18, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.south old.ny.us. Said comments will -be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM -4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 972 2332 7284 Password: 565326 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith,President QSUFF0 COG Town Hall Annex A.Nicholas Krupski,Vice President �� � 54375 Route 25 John M.Bredemeyer III y P.O.Box 1179 Michael J.Domino ® Southold,NY 11971 Greg Williams ?,�Ol p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing>Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS A -a ce-n Arzp �r i1` Name: �) -33 ` � Llo STATE OF NEW YORK -- - - - - -- - - - COUNTY OFSUFFOLK residing at being duly sworn,deposes and says that on the day of , 20___, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application,directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAEURETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public F Glenn Goldsmith,President St1FFa(�- V4tio Town Hall Annex A.Nicholas Krupski,Vice President 4yam, 54375 Route 25 John M.Bredemeyer III y P.O.Box 1179 Za Michael J.Domino Southold,NY 11971 Greg Williams ��, p�. 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 i ERATH& SON,LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I, p ` &*TC°,Fav CCt , residing at/dba 10-7 J Frond inv1I l e Q Laval W 0�9 being duly sworn, depose and say: That on the q day of !��h , 20 al ; I personally posted the property known as Ln by placing the Board oVT4ustees 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 Thursday,March 18,2021. Dated: (sig ) Sworn to before me this q1 day of Mach2021 Notary P blic BRITTANYA.GENOINO Notary Public,State of New York No.01 GE6245154 Qualified in Suffolk county Commission Expires July 18,20- QMPLETE THIS SECTION I ■ Complete items_1,2,and 3. A. Signature J ■ Print your name and address on the reverse `+�f�9ent t so that we can return the card to you. X ❑Addresse ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delive or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? 0 Yes i If YES,enter delivery address below: ❑No Fox L4 w► g jns Ln - i green NV IIQVY j II I IIIIII IIII III III I II II I III II I I I II III II I I III 3. 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Pre-Shipment March 8,2021 at 10:30 am Return Receipt Associated Get Updates v Text&Email Updates V Tracking History V Product Information V T1 nt CL Cr tU See Less Tracking Number.9590940263580296037159 Remove x Your item departed our USPS facility in KEARNY NJ DISTRIBUTION CENTER on March 10,2021 at 10:48 pm.The item is currently in transit to the destination. In-Transit March 10,2021 at 10:48 pm Departed USPS Regional Facility KEARNY NJ DISTRIBUTION CENTER Change Delivery Instructions v See More V Tracking Number.9590940263580296037142 Remove X Your item was delivered in or at the mailbox at 11:40 am on March 12,2021 in LAUREL,NY 11948. �✓, Delivered March 12,2021 at 11:40 am Delivered,In/At Mailbox LAUREL,NY 11948 Mtps1hools uses coMgdrrackConflmftWn?tReHullpage&tLC�78feb28777=&tLa66IS-- 909402635so296o3716s%2cs5wg4028358o206o37168%2c958o94msmo2mm7142%2cgwo94o263 . 12 3117=21 USPS corn®-USPS Traddnp Result Baez upoates v See More v Tracking Number.9590940263580296037197 Remove x Your item departed our BROOKLYN NY DISTRIBUTION CENTER origin facility on March 15,2021 at 3:34 pm.The item Is currently in transit to the destination. In-Transit March 15,2021 at 3:34 pm Departed USPS Regional Origin Facility BROOKLYN NY DISTRIBUTION CENTER Change Delivery Instructions v See More v Tracking Number.9590940263580296037180 N Remove x Your package is on its way to a USPS facility.Sign up to get updates,and we'll send you a delivery date and time when available. T m co CL Q m Pre-Shipment March 9,2021 at 1:12 pm Return Receipt Associated Get Updates v See More\/ r Tracking Number.9590940263580296037173 Remove x Your item arrived at our USPS facility in MID NY DISTRIBUTION CENTER on March 11,2021 at 8:24 pm.The item Is currently in transit to the destination. In-TYansit March 11,2021 at 8:24 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER Change Delivery Instructions v See More V Can't find what you're looking for? Go to our FAQs section to find answers to your tracking questions. FAQs hV4WAwl&usps coMgorrradcConfirrMGbn?LPBP- Rpage&tLw7&tmd'28777=StLaWls--g59M0283580288037168%209590940283580298037159%209590940263580296037142%2C9590940283... 212 XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251'St,Suite 203,Brooklyn,NY 11232 Lc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 35-4-28.28 - - Daniel Fox 50 WM 470 Wiggins Ln I m Ln Greenport NY 11944 ir 117 Grak�n"0 s RY 1\�44 ' L §E; mCertified Mall Fee j I t7 CO $ 3. 0948 35-4-28.7 Extra SenrfCes&Fees(check box,addtoa P ate) 1.15 [I Return Recelpt(hardcopy) $— $0.ou O ❑Return Receipt(electronic) $— EI.c141 Postmark Thomas and Maria Reinecke 0 ❑Certified Mall Restricted Delivery $ Here C3 El Adult Signature Required $ 42 Linderman Ave I [I Adult Signature Restricted Delivery$ Closter NJ 07628 I o Postage °0 $0.75 rn $ E3 Total Postage and Fees C13/08/2021 $ $7.20 35-5-40.1 � sent to . 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Sworn to before me this Day of__Ma&Vh , 20_0-L Notary Public BARBARA H.TANDY Notary Publio,State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS �V, hd Name: a � L( � - f co II STATE OF NEW YORK COUNTY OF SUFFOLK iding at_ 101S FrOn I In-yi l l2 1b, —� being duly sworn,deposes and says that on the __day of ( (�`l� 20_01L deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at i (1(t°( NY ,that said Notices were mailed to each of said persons by CERTIFIED MAEURETURN RECEIPT. i Sworn t b fore me this Day of CVL^ 20 NotaryPublic E.9, MomhOrlowki NOTARY = Notary Public,State of New York s = No.010P,6280392 Qualified in Suffolk County S� Commission Expires 05/13/20 a - - TM U.S. postal Service U.S. postal ServiceTm CERTIFIED , © . ■ UAILD ■ ■ CERTIFIED -0 1 Domestic Mail Only M /. / Q' ,, ti ru Certified Mail Fee $3.611 0948 ul Certified Mad Fee 09 8 0 $ � O� $,.BCI c m $ - c �tc -� CC F,dra Servlce3&Fees(checkbox,add fee R T ate) ,�'fd ' M l Extra Services&Fees(check box,add fee sl pl Pilate) ❑Retum Receipt(Iuu�ccpy) $ •lI�-�e ❑Return Receipt(hartcopy) $ -,, Y'q ❑Return Receipt(electronic) $ I I_CItJ Postmark kii all Postmark ❑Return Receipt(electronic) $---,.-� - O ❑certified Mall Restricted Delivery $ '('ill jiHere 0 ❑cert�ed Mall Restdded Delivery $ $0 �Ir' — Here Adult SI nature Re ulred []Adult&gnature Required $ ❑Adult Signature Restricted Delivery$ ❑Adult Signature Restdcteo Delivery$ Postage Postage m $ $0.75 p 75 �i_1, LrI $ 03/69/2021 rrl Total Postage and qps 03/09/2021 --I- Total Postage and Fees ra $, r .20 ru $7.21 ' $ SQgt To r sT 2_..�'_� C �Y1 �_s----------------------'--- �A_ll l—� O S e[andApt. o. or POB ` r. -i-+ — `�` = 16'1\ ` z Y� 113Cp0 -- h ��1 :ee . e 7530-0 2-000-9047:me a ee eee•e - � , - pill r9 . Lim. tYB 1 � Uj, l Certified Mail Fee $ 611 o i I I�i m M Extra Services&Fees(checkbox,add fee FDP te) ❑Return Receipt(hard copy) $ lam_ Postmark' iru ❑ReturnReceipt(eiectronlc) (1 11f1 Here CI ❑Certfled Mall Restricted Delivery -$ ❑Adult Signature Required $— t', - 3 ❑Adult Signature R.Wteg Delivery$ p Postage $0,7°r 1:13/09/2021 U7'$ ,2- To ostage and Fee .7) ru C3 Sent To N - - ------ A = ryr O Stree _n P or P �Ox No.�`� L-- 1------------------------- r`- ------- 1�1 .'Cfty ate,ZIP+4 � :ee o eee• I - l Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHRECIDRE '- Brooklyn Office:204 251 St,Suite 203,Brooklyn,NY 11232 LLC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 35-4-28.28 Daniel Fox 470 Wiggins Ln Greenport NY 11944 ` 35-4-28.7 Thomas and Maria Reinecke 42 Linderman Ave Closter NJ 07628 35-5-40.1 Renee Poncet 475 Wiggins Ln Greenport, NY 11944 35-4-28.29 Robert Wissman 715 Gull Pond Ln Greenport, NY 11944 35-4-28.42 Gull Pond'Lane LLC 2320 Bell Blvd Apt 1K Bayside, NY 11360 35-4-28.40 George Katsamanis 162-46 12th Rd Beechhurst, NY 11357 NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: ERATH & SON, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing 15'6"x22'6" (350sq.ft.) seaward side deck to remain with new deck boards, and to add 14'10"x21'4" (320sq.ft.) and 5'4.5"x17'6" (95sq.ft.) of new deck for a total of 765sq.ft. of deck; for the existing 22'4"x26'4" (590sq.ft.) one-story garage and to increase the footprint by 5'0"x26'4" (130sq.ft.) for a total first floor footprint of 27'4"x26'4" (720sq.ft.); and to construct a 27'4"x26'4" (720sq.ft.) second-story addition which will be finished and unheated. Located: 580 Wiggins Lane, Greenport. SCTM# 1000-35-4-28.30 TIME & DATE OF PUBLIC HEARING: Thursday, March 18, 2021 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through`the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on•the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 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 i 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 tii its.siairificant beneficial and adverse-effectsvpon the coastal area(which incYiides'a11 ofSouthold=Town1: 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law., ,Thus, each answer must be.exnlainM in detail. listing both,suuportin and non- -SUPnordoe fads. If an action cannot be-certified as consistent with the LWRP policy standards and < conditions,itshall-not•lieundertaken. 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. a B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 = 35 -4 28.3 PROJECT NAME Erath Residence Additions _ The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept ❑ Board of Trustees _0 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g.capital El construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit approval,license,certification: x :D Nature and extent of action: Please See Attached Location of action: 580 Wiggins Lane, Greenport, NY 11944 Site acreage: '62 ; Present land use: Single Family Residence 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: AMP Architecture (b) Mailing address: 1075 Franklinville Road, Laurel, N.Y. (c) Telephone number: Area Code( )_ 516-214-0160 (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. 0 Yes' No Not Applicable -TFJ e proposed deckand garage additions are not substantial and are in character with the neighborhood 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 0 Not Applicable There are no_historical-structures at the property- Attach additional sheets if necessary - Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through,7 for evaluation criteria 0` Yes [:]'No ❑ Not Applicable e proposed second story addition to the garage_remains within the allowable height by town code _ 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 0 Yes ❑ No ❑ Not Applicable Storwater management measures will be utili -_d during ronstru .tion Attach additional sheets if necessary - - - - h 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 FI YesFI. No 0 Not Applicable The proposed actions do not affect water quality and supply 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. U 0: 0 Yes No Not Applicable e a joinging waterway to the property will no be aff6cted or encroached upon 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.❑x 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 evaluatiop criteria. ❑Yes ❑ No x❑ 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. (( ElYeE]�� No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. Yes .0 No Fx] Not Applicable '-Proposed actions do not affect waterway 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 Q No❑ Not Applicable ` The proposed actions do not impede with the Town waterway 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 0 No 0 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 BY- TITLE DATE