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HomeMy WebLinkAbout48096-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY *et , BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48096 Date: 7/21/2022 Mrtry Permission is hereby granted to: 1050 West Cove Rd LLC w_..._— w__._ -------._www_._._............................... w__._. �__w_......._� .. ... 2215 Pine Tree Rd _. _......................... ...... .wwwww_.........m_..............___....__.................... .wwwwwwwµ....._.... ............... ___.._..__.. Cutchogue, NY 11935... __. To: Construct accessory garage with full basement and half bath at existing single family dwelling as applied for, with Trustees #9501, DEC letter of no jurisdiction, and SCHD approval. At premises located at: 1050 W Cove Rd., Cutchoque SCTM # 473889 _. _ �__ ................... _ �_................__._...._ _�www_nw_.....aa..._ ............ Sec/Block/Lot# 111.-5-1 w........_a......._.._. _wwwww.._.__._......_. _ _�w_...._._._._.... _ _.. _._ Pursuant to application dated 6/17/2022_a and approved by the Building Inspector. To expire on 7/21/2023. Fees: ACCESSORY $828.40 CO-ACCESSORY BUILDING $50.00 Total: $878.40 www w_ .. ww_. ......_..................._ _._.............................._�. Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-95021att ://wiArw. c�rat� o dtc � rgov Date Received APPLICATION FOR BUILDINGIST For Office Use Only PERMIT NO. Building Inspector: A lications and forms must be filled out in their entirety.Incomplete PP tY P ., EI�I9_�.7Id��°°�k��Fa':�'u applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOk.?`rI•IOLD Owner's Authorization form(Page 2)shall be completed. Date: '"e. VG OWNER(S)OF PROPERTY: Name: &-44F,41<0 i �,lr. � SCTM#1000- Project Address: 0 051— cj�m-' P66 P01,4T Phone#: ��a l `�'�q''�`�� '� Email: -j"' ' Mailing Address: �2,�12 �(,tVU-I-R '- 00/1-D (La7ctk�I:4ua � CONTACT PERSON: Name: Mailing Address: +11 1&, Phone#: �,ec�..-'�1��' Email: j C'f'(17115�1''i�CG c�=��C�Jtr1 DESIGN PROFESSIONAL INFORMATION: W Name: Mailing Address: 19h. - RAO, Phone#: Email•• TAelcC,iu'c.6 l�� �- 4r� CONTRACTOR INFORMATION: Name: Mailing Address: U9.7215 Phone#: �(�, �( _ ��-!�� Email: DESCRIPTION OF PROPOSED CONSTRUCTION , Vew Structure1AddiZ! ► "on ❑Alteration ❑Re air ❑Demolition Estimated Cost of Project: ❑Other e l. ` S15010VO, Will the lot be re-graded? ❑Yes-Ko Will excess fill be removed from premises? ❑Yes klo 1 1 PROPERTY INFORMATION �aiN z'i ILI VWaLZiNY14Existin use ofproperty: Intended use of ,�Ver7c#eD Cj04qA4Vr ,-rM&w� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesAo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent >Qwner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14, �4 V A.. V being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �j(ii�, ,20 D� M— Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner)muw residing at do hereby authorize to apply on y behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Town Hall Annex qtr Telephone(631)765-1802 54375 Main Road Fax(631) 765-9502 P. O. Box 1179 Southold, NY 11971-0959 d BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION l `REENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: . ..... _w_�-.... �w_. ..�' .�..w .. � �.e..-µ . ....�o..�_;._ :_..:w......� ....� ..�_..� .._._. .... ... Location of Property .. ... �7ia . .._ . .. . . � Please take notice that the (check applicable line): W mwrva New commercial or esidenti�y'structure _. . .... Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) _.... ... Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) .............................. Roof framing (R) I_ Floor " d roof framing (FR) Signature: _.... 15 Name ..__..�_ _.. . ... .. ..... (Person subml ing this form) .w. �... o. .. v" Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Town Hall_vine_, Glenn Goldsmith_President rA, { 543-d 5 Route 25 z. Nicholas r runski.Mice President P.O. hos 1179 l John 14.Brederne er III Southold.New Yorl, 11971 Hichael J. Domino l"" Telephone(631) 65-1893 Greg bwilhams Fa.-, (631) 765-6164.1 BOAP,D OF TOWN TRUSTEES TOWNT OF SOUTHOLD May 20, 2021 Eugene Burger 2215 Pine Tree Road Cutchogue, NY 11956 RE: 1050 WEST COVE ROAD LLC 1050 WEST COVE ROAD, CUTCHOGUE SCTM# 1000-111-5-1 Dear Mr. Burger: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 19, 2021: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9501, as issued on July 17, 2019 and amended on September 18, 2019. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, A Glenn Goldsmith President, Board of Trustees GG:dd Town Hail Annex Michael J.Domino,President 54375 Route 25 John M.Bredemeyer ILT,Vice-President P.O. Bos 1179 Glenn Goldsmith fj Southold:New York!197- A.Nicholas Krupski Telephone(63I) 764-1592 / Fax(631) 765-6641 Greer Williams BOARD OF TOWN TRUSTEES � l TOWN OF SOUTHOLD September 20, 2019 1050 West Cove Road, LLC c/o Eugene Burger P.O. Box 934 Cutchogue, NY 11935 RE: 1050 WEST COVE ROAD, GUTCHOGUE SCTM#: 1000-111-5-1 Dear Mr. Burger: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 18, 2019. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9501 to relocate the location of proposed septic system out of Trustee jurisdiction; and as depicted on the site plan prepared by Frederick R. Weber, last dated July 23, 2019 and stamped approved on September 18, 2019. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD/dd y Michael J.Domino,President Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 Glenn Goldsmith P.O.Box 1179 j„ Southold,New York 11971 A.Nicholas IKru ski .., _ P �j�, �� Telephone(631)765 1892 Greer Williams ��'� ' '� Fax (631) 765-6641 7 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 16, 2019 Eugene Burger 1050 West Cove Road, LLC 2215 Pine Tree Road Cutchogue, NY 11935 RE: 1050 WEST COVE ROAD, CUTCHOGUE SCTM# 1000-111-5-1 Dear Mr. Burger: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, July 17, 2019 regarding the above matter: WHEREAS, 1050 WEST COVE ROAD, 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 June 11, 2019, 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 recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 4.1 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: all additions are landward of existing; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 17, 2019, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of 1050 WEST COVE ROAD, LLC for a new 473sq.ft. first floor addition; new 99sq.ft. sun porch; new 18sq.ft. front porch; existing 360sq.ft. deck area converted to sunporch; new 80sq.ft. front and side decks; new 1.118sq.ft. second floor space over existing house footprint; proposed 16'x44' (704sq.ft.) swimming pool; with 4' wide (544sq.ft.) bluestone surround; proposed pool backwash; proposed (864sq.ft. with 108sq.ft. roofed) barn beyond Trustee jurisdiction; reconfigure driveway with drywells; with the condition of the installation of an IA wastewater treatment system in place of and in the same location as current system; and as depicted on the revised site plan prepared by Frederick R. Weber, Architect, dated August 12, 2019, and stamped approved on August 16, 2019. Permit to construct and complete project will expire two years from the date the permit is approved. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, r. k Michael J. Domino President, Board of Trustees. MJ D/dd r p 8, ^• J pw r r" i .; .. ,�,z�,..„ a, .. ,;air, u, _.,-.�,,✓ ,.., o C BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK V , PERMIT NO.9501 DATE: .TULY 17,2019 ISSUED TO: 1050 WEST COV" ,ROAD EEC PROPERTY ADDRESS: 1050 WEST COVE ROAD CUTCHOGUE SCTM# 1000-.111-5-1 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 July 17, 2019, and in consideration of application fee in the sum of$250.00 paid by 1050 West Cove Road L1m and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits " ? the following: 1 Wetland Permit for a new 473sq.ft.first floor addition; new 99sq.ft. sun porch; new 18sq.ft. j front porch; existing 360sq.ft. deck area converted to sunporch; new 80sq.ft. front and side decks; new 1,118sq.ft.second floor space over existing house footprint; proposed 16'x44' (704sq.ft.) swimming pool; with 4' wide (544sq.ft.) bluestone surround; proposed pool backwash; proposed (864sq.ft.with 108sq.ft. roofed) barn beyond Trustee jurisdiction; reconfigure driveway with drywells; with the condition of the installation of an IA wastewater treatment system in place of and in the same location as current system; and as depicted on the revised site plan prepared by Frederick R.Weber,Architect,dated August 12,2019, and stamped approved on August 16,2019. 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 16th day of August,2019. %Uf Wk4, r r . e r° ...... . ..... .... ......... .. .... . In P<21 � � 1 0. p gw a l I s 8 vur 4F - u i •� m � � OpfOep aR �'+ ��n LLl�.a 00 awort' „^"' ✓ ..,,�. � •� `� �a� suit w °z r � J y 11 a 5 2 ✓' � ,� ° �{ m �. ✓ k ��^ 1� y{ ;,',„ .:. '� 1 � b �� K i tai ...I I ' t� l ( n r It a d �� K OC S 5 2Wq CtJ Q 5565S OtZ,5 -Z// �ag� SITE DRAINAGE: J- DR 4 AREA VOLUME VOLUME SURVEY INFORMATION.- (Required) DRAINAGE STRUCTURES (Provided) DR U2 House/Porches (2) 8' Dm. x T HI h w/ 591SITUATE 3564 sf x .ILL Ram = 591 cF Traffic Bearing Slab .5 cf NASSAU POINT R BERTICK DR 3 Barn 912 sf x .ILL' Rain = ILI cf 8' Din. x 4' High w/ IL9 cf TOWN OF SOUTHOLD Traffic BearingSlab WEBER OR 415 Driveway 3150 at x .ILL' Rain = 523 cf Traffic Dia. x 1' High w/ 591.5 cf SUFFOLK COUNTY NEW YORK (Expanded) Traffic Beanng Slab � 3LIC House, Porch t Barn Roofs to have Gutters t Leaders 8'm Dome: L2 cf S.C. TAX No. 1000-1 11 -05-01 ARCHITECT O SINGLE FAMILY DWELLING VACANT Connected to Underground Drainage Structures (Typ.) 8'� Ring: 42.25 cf/Ft of Height ` �� W� PUBLIC WATER l/' SEPTEMBER 29, 2011 «A++oF O� v SINGLE E FAMrLy p MARCH 15, 2016 ADD TIE LINE p,MENDED MAP OF L PUBLIC*4"' W WELLING C 6, 2017 ADD TOPOGRAPHICAL SURVEY « SAU P� PERTIES,NT INC. _`S'�' � R lv CLUB PRO SUFFOLK COUN"1'� �O O NORTH qASSAU POIN OF TME CLER F1L6NO WEST AREA = 67,247 s ft. 156 OpJ Loop (TO TIE LINES & BULKHEAD) 1.544 aC. A°�usT1 , 1922ns SURVEY INFORMATION: FILED IN ICE ` _ _ WE of PAVEMENT NATHAN CORWIN. LAND SURVEYOR V LOT 2a1 ` _ - , MET RR� _ nUn'Poic �' 1586 MAIN ROAD (PO BOX IL) S 4D29'00s '� - - - 125•$ S �� JAMESPORT, NY 11941 ? BURGER E ,' - - - , (631) 121-2080 FAX (631) 121-I121 1-4 ANN R• LL1NG '46.6 / �V�tHEAo iw+rtEs - - -5� F ANIILY DWE 1� _ *P W ATER SG�� ' N ,�9 rj$' 20„ nF 4"f _ sit UBLIC 215.79 ��,� W y�v/ -ZiS.51 51. 0 ----r------ GP / --t-DE UNE RO,b -- .00.- CUPP '1 v RB _ V� '' Eld►�'i g\.DC� ARB O W � % ~CHAIN CE " .10 ,�'1, y„ E - - --- - A;§; t� UNK FENCE ^ 9 ,58 20 G _ - --___x+24.1 0 ;��V'�/O ' _ _ """ ; g\ 11I--•111 Nu` !17 _ o _ ''r'ZCNV a 3 a r.22. 303'63 - OUN v ' +23.7 7, X _ �-�i1' GR f ` ; �OQ QP?�ci• 0 F 0 \`` 1(�1AC1,N `, ;,a .._ ; p \r Q�LO i /\ • C. MON. NS X+22., pR1 0.---- R \` R tj ` 25 O �+.,, \\'``+,•'•`,`'``,, \\'' '`'t9Q O'lfN;`'' leg a �g3 •ypy1J '�'F1OL F• �\ a f' 1 \`\' ,�0�\Pao`C\o�� p• �\ O. \ �c�'TO;y �0..��\��1N A OHO°R �7\./�V s '' '�' Qp\tl�w .\ �� s.�G��� v p\• �`� �n p \ % o.:.:. FL. °p `� - \�'__� ?1 7i�a'' .\+23'+z3.7 c' �•-•\ �� SE f' o ° DRO) e� 22ti lyl 0 +2o.s I \� o t r' 0 i Q lean •�x+ � -'�'"� \,- '' i ; \ �N/N bti `' Q� } 4 '�t, '`„ye ` o i •\2yw, t8,' �D•'`.? �9 OU G \ O �../ �� +5. '•, , fa'; ����u, ,`,`','`, 1, r ` ,. O' (�` ice' ;.:tjR �Qr •`.t,/ '`,�.\ P -,'•. ; \ ,G•G� . _ o e PROPERTY`I I' Y OWNER: ' (^' \K , `, ` ',`,`\`,`,�`' ` 0�' -t:rt'.`.•' :1'`Q.: .... I,�'� 4�'` i \` _ +21.0', , .�'• O. V✓ L ,'�� '` V/ aCe�'` SSJJ COVE LL �J O $T� ;` ,',`,`, , \ a{... +18.4 \ Tctn14�r� �'1f2o' 1050 WEST C \ \.rt `� `� (EUGENE\\ ,', \ Cl do � � I'M 8.7 BURGER) !'-I AI-�NCi-�' � '` ` ` ` , , ,` \,'' `,,''•x ' - - ''. N� •N19�`\ / -'C' X / ` ` ` `O� U, ;y � � <P `, `'` `''. ``. \`,, +24i , r -op,G ' \` , \ / , �` \ �, , y per '' .�'''� \ Ney'ip AEA , 8 \ ° `W N , {^ { BULKHEAD' .� EsnNc b \� '' '"� -�� P � ADDRESS: 1050 WEST COVE ROAD J ANIT .. o �= ARY - .•4• �\ ' O SITUATE: NT �. '+;\TO)PE fj OVED �° -n i;•;•; NASSAU POI y o �� DR2) cs` `, \ ` '' -�N� TOWN LD' - " I \\i VRI .>t� i \\ , �` o 2''' ; 'W._ s.. 5 z r'' OF COUNT 0 Vi +21.0 SUFFOLK Y, W YORK Q DRAWING TITLE: �\ +sb.4 +,�1Q n� \ ; \. GCS Q � �� �Pti SCTMu 1000-III-05-01 \\ - QO �c!�:1 = "-- \- ` ' p. �;\ P�� LOT AREA: 61,241 sF (1.544 Acres), To Tie Line SITE PLAN +te ; o:.;:. :; �d' ZONING: R-40 "BLl7FP�'HICIt` x ae�c YAR (PRINCIPAL) P _ Da: (PRIN AL) `1}I,�Ui�§0` ` , 1 \' � x 1p 11W�+ �' o p. Z � , �• , , 17 FRONT: as \ '' pt \ �` FRONT: 50' gyp► \,\ ` , \5 + - C i0 4��� � c� 'G<� \''•,p�� '� 1q' \ \ SDE xrry 'It LAM 1 �,;d t°° t o ' \ Ay I (ONE): 15' 'S�y%1`Lg Z POS JX+16.4 ''' >�'. '.. ; \\ t ). 35 SIDE (BOTH ' O e1, ` , '•91 .� -, i �- t• / -1--- \Z .• ,G° ,'` ' t \ y REAR: 50' 1 ���0YARDS: (ACCESSORY) x DR \\ Q�\ FRONT: 50' HWM EL 1.7' °,+s. T t '4 a +ts / +1.z. �,' + 3 .� °�,1 '� �� Q\ G SIDE/REAR: 15' JOB: (10/s/2018) 5 ` x /.-'' 1 ° ` co _.' \ o G G �• _ :\ --------------1y� �° ;'-�\ y> �P I G� ��% LOT COVERAGE (MAX.): 20% +s "� /a 1 \. ,-' _`�` o, /-° i DR5 ) �. LOT AREA (To Tie Lines t Bulkhead): 41,241 (-) sr NEW BARN tt t S I �/ II X+r 11 . i P��I \ ,,o \ - \� , 0� �y,'Ft �-� G���-l�y\P LOT AREA (To Tie Lines t Top of Bluff/Bank): 60,131 (±) sf 5. +a ;t f/t - \ „BOCkyr�shL°!� ` �p� `� FPO��' LOT COVERAGE (Allocable): 40,131 sr x 20% = 12,146.2 sr J' i +18.9 \- +24.0' O + +d ` S i \)'' �/x ----------------- .- ------- - \ '' _ �i O �'v Q -- +20.2' \\ 1 _ ____ _-- �� � `� S��G�� EXISTING HOUSE 263 SF ix I __ ____- __ _ __ ___ EXISTING DECKS (Front: 31 d,Side/Rear: 144 4.Bulkhead: 228 sf): 1031 SF 1050 WEST COVE ROAD a ;' '', // -+2, _ _ _ , _''�� - - Gj '� EXISTING GARAGE: 542 SF CUTCHOGUE. NY N i V , oocK \� X' / \ X+19.s _"___ " -FRONT EXISTING TOTAL: 4190 SF TOWN OF w�° A +sr 43� `\ _ '7 SIDE \\ YARDS WAY ND BROKEN D:S. EXISTING LOT COVERAGE: 6.9% SCTMu (000-111-05-01 ' -e- __ REMAINS YAR \ DRIVE f0`i�Nc. MON• H x d �___-X+;9.g-'- _ _ X+21.1 +�EwAy o.2N• SITE L A N I 1 s Bay: 19 sl): 413 SF +t9.A + 98 =r= GRAVEL U \ NORT PROPOSEDST FL. ADDITION (Main: 45 f, t ------ t? '- ,-' +23.0,,' , NEW POR (F s de: 99 sf): F CH cont: 18 F, Si III S ARCHITECT: ' u' - "-' ! ppANE 3 �O EXISTING DECK TO PORCH: S '+B.f �, ' / X+20.4 i �•.` _ PRjAs 2'Z • � �� REMAINING DECK 8 HOUSE: 360 F O c0 i ' Ci = 2O'-Q NEW DECK (Front: 42 sf, Side: 18 sf): 405 F •" (T' X �� ti 424.4 CN N uNK FEN S G HOUSE: 80 SF FREDERICK R. WEBER 2411 SF 41 EAST MAPLE ROAD +tZ9 ; Na�,NL ti' N EXISTING GREENLA 4052 SF WN NY IIZ Fou PosT oR SUB TOTAL: 40 � ' ; �; �•, :ti;, c°µop' �ti.' ' 'tiPROPOSED SANITARY SYSTEM NOTES: PROPOSED BARN (24'X34'): 52 NOYAC PATH PROPOSED COVER: 844 SF WATER MILL. NY 1191L 108 SF +t J1+s4\\, , +2 2 ; , ,LQ" W `� NEW SANITARY SYSTEM FOR 1 BEDROOM HOUSE 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM PROP ' O5ED POOL: (14 x44 ): 104 SF s 79 5$ NEW 2000 GAL. SEPTIC TANK EXISTING ELEVATIONS ARE SHOWN THUS: +xxx EXISTING GARAGE: 542 5F TEL 431 154-5555 �- NEW 415 S.F. SIDEWALL AREA OF LEACHING POOLS I t 2 EXISTING CONTOUR LINES ARE SHOWN THUS: XX EXISTING DECK ® BULKHEAD: 228 5F fireberarchitectsyahoo.com � SINGLE FAMILY DWELLING W/ PUBLIC WATER (2 POOLS, 8' 0 x T-L"' DEEP) F.FL. - FIRST FLOOR SUB TOTAL: 2444 SF T8 - GARAGE FLOOR PROPOSED TOTAL: 4498 SF SEAL: MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. T8 - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD PROPOSED LOT COVERAGE: 10.1% NOTE: TW - TOP OF WALL SEPTIC TANK GREATER THAN 15' FROM SURFACE WATER BW - BOTTOM OF WALL HEIGHT (PRINCIPAL) MAX.: 35', (2 1/2) STORIES K-�• ' LEACHING POOLS GREATER THAN 100' FROM SURFACE WATER FLOOD PLAIN: X TEST HOLE L� D�4 T r4 SEPTIC t LEACH GREATER THAN 45' FROM TOP OF BLUFF ACCESSORY BUILDINGS: / CONCRETE SEPTIC t LEACH GREATER THAN 20' FROM SWIMMING POOL MAXIMUM ACCESSORY BUILDING SIZE: 61,241 sf x 3% = 2011.4 sr ( ` COVER OR SEPTIC t LEACH GREATER THAN 10' FROM STRUCTURE GRADE McDONALD GEOSCIENCE MAXIMUM ACCESSORY BUILDING HEIGHT: 22° TRAFFIC C.I. GRATE LPI +22 5' APRIL 30, 2018 BEARING GRADE LOCKING CAST LP2 +21.5' BLUFF: SLOPE GREATER THAN 20% AND HEIGHT GREATER THAN 2'0 INVERT ELEV + 24.5' MIXED SAND SLAB PRECAST EL +20.5' IRON COVER ^. • •'\;'S \i ;. ter,, CONCRETE at HOUSE TO GRADE X EL +18.5' CONCRETE O t LOAM •e: ,.,., . . -- ', t '::-• FILTER CLOTH AGAINST CHIMNEY 2' HIGH COVER ' I BROWN SILTY WOVEN WIRE: FENCE W/ 4"� APPROVED CONC. CHIMNEY- SAND ISM) Peratts 4 PIPE, 1/4" PER FT. CONCRET PALE BROWN ' 2"x2"x34" STAKES, 12' OC " INVERT JUNE I4. 2022 DRAINAGE - MIN. PITCH 4"0 APPROVED DOME FINE SAND (SP) Relocate Santar JULY �3. 201'1 DRIVEN IL I'11N. INTO at BAR �� Bath +2 DEC 9 2019 GRADE, EMBED FILTER EL +19.5' ao O PIPE PIPE, I/8 PER FT, 5 9 JUN 2. 014 i Pod Backwash JUNE 3. 2019 CLOTH 6" IT`1T0 GROUND I � D MIN. PITCH � I I PROVIDE CLEAN OUT INVERT m _ LIQUID I PALE BROWN and D R �t W N S C 1-E E D U L REV.: OCT 31. 2018 ASPHALT 2018 TRAFFIC I TYPI AL W 1 5 FACE OF HOUSE EL +11.5 Top Cove BEARING IDRAI �0 DEPTH T INVERT I BROWN SILTY RING AGE i t BARN TO GRADE FLOW EL +11.0 i - DATE: SEPT '1 2018 Base GRATE LPI INVERT5 O � SAND (am) Al SITE PLAN FLOW O z :� PIPE TRENCH I > I BAFFLE SEPTIC i I LP2 +16.5' i I ;+ �•� DRAIN TO I 8 _O 1 TANK �- I NEUJ � I SCALE : I' = 20' r DRAINAGE RING I I (2000 CSA .) LEACHING I 13' A2 PLANS/SECTIONS/ELEVATIONS SLOPE -� I I I POOLS I@ 2 I JOB NO: W201L04 v z STONE , I I (`115 S F ) I BROWN CLAYEY BLEND t 2' CLEAN SAND t �-> rr I I SAND (SC) A GRAVEL FILL 3 MIN. 1 3 CODE DETAILS L----------------------- ICOLLAR 1 DRAWING NO: CR055 5ECTION CRO55 SECTION 1 i 1 I8' PALE BROWN Ln SILT FENCE DETAIL TRENCH DRAIN o DRIVEWAY TYPICAL SECTION a DRAINAGE RING i 1 FINE TO MEDIUM I i SAND (SP) 10'-0" , I a. Al WATER IN PALE BROWN I �. HIGHEST FINE TO MEDIUM ' I 3' (MIN.) TO HIGH 1 GROUND SAND (SP) I SEASONAL GROUNDWATER I EOF A3 1AT+� 2� ^c +rt_r�;;\,; v �.�r L-------------------------- Ci F�,t1. FREDERICK ROBERT WEBER Maximum Maximum Ridge Height HeightVHeight —.—. .—. Wood Roof Shingles ARCHITECT - - 5/4 x 3 Wood Lathe 10, / ` •' I : I \`• 12 Extend Exterior Wall I : I Sheathing of RafterBep Bearing Pl. (Typ.) 00 Strap Rafters to Plate W/ "Simpson" 01 Galv. Hurricane Strap 00 1x8 Fascia Bd. Ix6 T(G Soffit WALL (Typ. ® hi W Lhin le ® Wood Shingles ® O O 304 Felt Q i I GARAGE - Sheathing Shea �*I III p, ,q I -11 (Unheated) - thing III O O I w III I 3" "Lok-Floor", 3000 psi Ow i I Concrete, 18 Gage Galv, 2x6 Pressure Treated Sill w/ I--�-I I I I Decking, 6" Thick Concrete 5/8" Dia. x 16" I Top of Slab w/ #3 Rebar I-0 oc I I _ EI +30'-4" Each Wag Anchor Bolts T, 3 1-_-_-_-_-_-_-_-_- _- _- _- _- _-_-_-_-_--_-_-_-_-_-_- _- _- _-_- _- _-_-_-_-_- (I� J==------------------------------------------------------------ ------------------- --- --------- --- ____________________,Y._____--____ __________-____----_______________ 1_______________-______ ______---__---___-___ F- ----J -------------------------- ---_ w W I I - _ ! T I 11 I I I I Stone I I WF Grader 2 ' O I I I i Veneer i A9 12" P. Conc. Found. Wall T Average I � I Ave age w/ (2) 45 Bars (Top t" I I Elevation of I __ I_-I Elevation of I i Vert. on 27�0" Cont. I I I __ O I BASEMENT Bottom) t #4 Bars 32 oc I I I I I Existing Grade I Retaining ----' I I Exlsti g Grade 6- i 1 1 I I EL +2 {/_4/1 Wall ------- -_-__--------- I EL .41-.41 r- i W I I ---- I _ P. Conc. Footing [Top of Brick 1 I i I I EI +21'-4" 4" P. Conc. Slab I 1 I 1 ao Top of Slab w/ 6"x6" 10/10 ' w I j j i j I EI +21'-4" j I El +21'-0" WWF Reinf. 0 1 ------ --------------- --------------------------- -_� Footing to Rest L I I I I I 1 on Undisturbed ° . ' r-L �v�,Soil and be �__J L_J �__J3'-O" Below LO^^ SOUTH ELEVATION.Y�T I 0 >\l Grade (Min.) L--____-; b O I<1 J BAST ELEVATION CROSS SECTION p I/411 __ (1_011 1/4" - 1'-0" 1/4" = 1'-0" 241_011 24'-O II DRAWING TITLE: 6" Stud Wall 8" P. Conc. Found. Wall W/ 5/8" Plgwd. w/ (2) 45 Bars (To t Bottom) on 16"x8" &t. NEW BARN Sheathing and IST FLOOR ® © Above Wood Shingle P. Conc. FootingIST FLOOR Siding -------------------------------------- ---------i NT ELEVATIONS �- -------------------------------- SECTIONS _4x10 Rafter --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- -- - - - - - - - D I I I I I I I JOB: O ____Truss (6x10 Rafter. Tie, 6114 King Post, 4x16 Web) > I I I I HOUSE ADDITION/ —..- -a-----.-..-•------- O- -�, I -: I Vit- "_'_'_'_'_'_'_ _ _'-'-'-'_--._._._._._.I. .I_.._._._._._._._ . ------=--_?�-'- 1 _�` BASEMENT I 1 I -1 _ I I RENOVATION III 1 = O , 1 •` 4" P. Conc. Slab 0 I I NEW BARN I I I o ao O ,� i I r �� w/ 6"x6" 10/10 - I I 4x10 Rafter I I �_ _- - - _ - - a,0 - ! �F / , I I �� ` WWF Reinf. : I I NEW POOL - - - -- - - - - - - - - - - - - - - - - --If- - - - - - - - - a - •u / - - - - - - - - - - - - - - - - - - - - - -1Ii - - - - - - - -I- -- -- - - - - - ` e/ �/ 1 ' i `� 1 I I 1050 WEST COVE ROAD x �p / , i l 1 I ,- " 1 I CUTCHOGUE° NY -__-Truss_ 1 1 L_________ �° i posts `'4 i Provide ecess in Slab TOWN OF SOUTHOLD -------------� �._'__'_'_'_'_'_'__'__------ _ , / i I O J I SCTMtk 1000-III-05-0I / Above x�F ;I Above fo Garage Doors ---------------------I F-------------.-'-'-'--'---- /� (T ) I 'I g I I / yP cv 111Ca t. I I W 12 x 12 Girder I N 1 .—.—.—.—.—.—.—.—.—. _..._. ARCHITECT: - - - - - - - - - - - - - - - - - - - - - - - -- - - //� " " 11 1Ir - - - - - - - - - - -- - - - I I I \\\6+% � � -%/�� I I I \ I � I I I I 5x5 x3/8 PN Conc. Pier w . i I 0 I I I - Steel Col, w/ 16 Dee P, Conc. in ® I I ,N `. V I t r----,--.-��--�I-- I 1 > I r- 1 1 11 11 11 R P O L I FREDERICK R. WEBER GARAGE I I I ey. /�� 1 1 °' 1 I 2 I I 3/4 x8 x8 Ftg. w/ (4) #5 Bars I -� ��'i.' I I o I I " 1 ' I N I Steel Bearing Both Wa s, Girder on = 41 EAST MAPLE ROAD - - - - - - - - 1Ir - - - - - - - - I I I I I I 9 FL' g I I GREENLAWN NY 11740 Roof I i T - - - - - - - - - - - - VER U�l_�;I I on 30x3VAS" R 3/4"x 5"x IG" Seel I I of I I I I I b i1' I I I I o I I1 I 52 NOYAC PATH I 1 c 1 I 99 9P 9 I 1 \ I I • /� I I I I I > - 1 I I 4) #5n Bars Both Wag: Bearing I. (T Qt ) I I E 1 1 11 1 1 1 1 1 111 0 1 1 1 WATER MILL, NY 119'4 16 '-0" a`i I2A" 2'-2" I I I (Tgp. Qty. 2) 1 1- I N Otr © - --LI---L�-- Ridge -LI---L' � � �_---11-I--�1---�1--—Its- -_ © lb V- I 1 O I TEL 631 X54-5555 C I — — — — — — — — — — — —I — — — — — — I I I............ .....I. - - --rl---T'---r�---TI---T' y fi �. 7---1 I -i---I - Abo e I - m _ I I I I fweberarchitect yahoo.com Above .\ ---� I I �,'O O O_ 1 1 m I I N O x I I I I I I I I x I 2x8 .R.. 16' oc.� 1 1 1 I I I SEAL: I I I I � i III i(�� I I " I y 1 1 P. Co c. Apron I 2x6 J., I6 oc WINDOW/DOOR SCHEDULE I / - - - - - - - - - - - - - , P I �, 1=-: - - - --- - — Cr ��/� - - - - - - - - - I � I - - -���\�� I �. 1 Area I . �l I� I -•5--- -- _I--- I � = I ' Unit Model # R.O. Egress i ��% D - - - - - - - - -- - - I I - - - - - - - - - - -- - -\ \`" I I I � cn 1 (V I I I q I I �• n �, Opng may/ - - - - - - - - - -- - - a� t - - - - - - - - - - -- - - - - ��\�� 1 1 I 1 — — — W 12 x 12 Girder A ADH2850 2'-8"x 5'-0" No Truss I i m I I I II, O - ------------- --------------- - ` ICa t. ✓.. --- ---- -1 I- -- I 1 I 1 �o -'-'-'-'-'-'-'--'-__'-_'-'-'------i�'F-'-'-'_'_'-'_'-'-__'-_'__'___'_'__ © APW5450 5'-4"x 5'-0" No I I 6 c III 1 � 6+/ \♦ � III III 1 � I s _ .__.. © ATV4020 4'-0"x 2'-0" No = 4x10 Rafter rn1 1 1 > 0 O ` \ I • I 1 oo I - - - - - - - - - - - - - - - - - - - - � 1I � — — — — — — — —I- -- - - - - - - - 9_ I III 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- -- - - - - - - - O d,� ♦ I I / o I I 1 cn= Q) - I ` \ I U_ I lD FWHIDS4611APLR 5'-4" x C-II" Yes Truss I I _ -R 141 1 Q3 of O x I �� I 00 1 ---------------------- --- -----I---------- i _..-_..-._._._.__._._ _._._ _._._._._._.I.(.1...........................1.-_'__'---'-'-'- r--' _ 1 - I 1 REV.: JUNE 14, 2022 2O FWHID29611S 2'-0I" x C-11" No = LI x O U i I 221_4,1 - 11/_ II I I I _ I ;01I 1 DATE: SEPT 'i° 2018 3� FWHID29611AL 2'-9" x 61-11" Yes - 4x10 Rafter - _ _ - _ III I _ O I 1 WC - - - - - - - - - - - - - - - - - - - - - � I- - - - - - - - -1- -- -- - - - - - Z�o i I I I'=4 I I SCALE I/4" = I'-O" ® FWHID29611AR 2'-9" x 6'-II" Yes `r � - ------ 1 I I I I _ `�' 1 I � ---- 1 i JOB NO: w201606 28 � � I I __-- ___--_� J __ J_________ Model Numbers Refer to "Andersen" A-Serres. PG50, + 1 Low-E4 w/Argon Glass, Simulated Divided Light L ____________________------------__-_-_--_-----J DRAWING NO. ® ® W 8 x 18 Girder 0 C Above (6" Ledge in Found. Wall for 24'-O" Steel Header) BARN— IST I=LOOfi� NORTN NORTH Garage: 864 S.F. S BARN— BASEMENT A2 OF A3 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE 9 EACH RAFTER FREDERICK Joint Description ROBERT . ICE SHIELD UNDERLAYMENT P Nail Sizes Nail Spacing WEBER REQUIRED - 24" FROM EDGE ROOF FRAMING HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 1 6d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d 1 per foot v SIMPSON H2 HURRICANE Top Plates at Intersections (Face-nailed) 4- 16d joints-each side MON MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COM RAFTER TO STUD. - NAILS s 4" O.C. M 11 ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud W 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16der 2x8 stud T WALL PLATES P �-/ APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Bandjoist,End joist or Blocking (Face-nailed) 2 - 16d ''2 per foot EXTEND TO TOP OF TOP rT, O PLATE. 4 - 8d NAILS FLOOR FRAMING W TYPICAL ry MST31 METAL STRAP w JACK POST Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist MST2l 9 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end Blocking to Joist (Toe-nailed) 2 - 8d each end ws/ 4 - 8d NAILS 48 O.C. SIMPSON MST21 Blocking to Sill or To Plate Toe-nailed W v 1 /EACH END - TYP. - g p ( ) 3 - 16d each block r, 11/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist W METAL STRAP 1132" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist O Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d * - 16d ' per foot T DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING v PLATE TO OVER LAP BOX HEADER 2 x 6 1116" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone STUDS U SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP t panel , 12" o.c. interior v 1 BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel w �' 1" x 6" or 1" x 8" 2 - 8d per support ," x ,0" or wider 3 - 8d per support SECTION ELEVATION m CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field ' 1 � �SIMPSON MTSA IS-Z W/ WALL SHEATHING (6) 8d NAILS TOP t Q BOTTOM 9 32" O.C. = Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP t (6) 8d NAILS TOP t 7 /16" 6d 3" edge /6" field /BOTTOM 9 32" O.C. FLOOR JOIST BOTTOM 9 32" O.C. 25 /32" 8d 3" edge /6" field —NAIL SHEATHING TO SILL PLATE _ TOP - OF FOUNDATION NAILS 4 O.C. 8d AIL - - - - - N- = Gypsum Wallboard TT ;;>;-.;:..• •'.; ;• :.,:.:•;t;:.i:.�:.•:::•,'•. • i" 7ed a 10 i DRAWING TITLE. IE A M THING TO LAP SILL PLATE) Hardboard 8d (see 3.9 x Particleboard Panels(2) 2x 6 SILL PLATES 8d a table 3 Dia9onalBoa d Sheathing TERMITE SHIELD CODE DETAILS 1 L c ACQ TREATED. w/ SILL SEAL (T P.) a. 1 x6 ort x8 2 8d per support t P P :.� » a P >•' :.-..:' 1 x 0 r wider 1 0 - _ 3 8 d 10 DW _ per support t EE FOUNDATION G. a•7 t= / 3-• P PP FOR DESIGN/REINFORCING .;• JJ ::a'. •:;. .5•. FLOOR SHEATHING H EATH NG , , '�• '•:fir. •.{.i~ •4!.':. ":t t. "•i•i,' l:f'• Structural Panels 5/8" x 16" A.B. 932" OC. 1" or less 8d 6" edge /12" field w/ 2"4"x3/16" WASHER. greater than 1" 10d 6" edge /6" field (HOT DIPPED GALV. OR STAINLESS STEEL) Diagonal Board Sheathing JOB: ISOLATE WASHER FROM HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1" x 6" or 1" x 8" 2 — 8d per support SILL PL W/ FELT STRIP 1 x 10 or wider 3 - 8d per support NEW BARN 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. 1050 WEST COVE ROAD 2When wall sheathingis continuous over connected members , the tabulated number of nails shall be permitted to CUTCHOGUE. NY PROVIDE Sd COMMON NAILS 11 4" O.C. be reduced to 1 - 16d nail per foot. AT ALL HIGH PRESSURE ZONES TOWN OF SOUTHOLD d 4�a SCTM# 1000-111-05-01 ARCHITECT: it FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH o DESIGN CRITERIA: WATER MILL, NY 11911 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 1.31 '154-5555 4'-0" �� 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" Pweberarchitect9gahoo.com • • • • • • • • • • • • • • • • • • • • • • • • w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY s " �, EACH END OIL" O.C. EACH END 1116" O.C. BEDROOMS - 30 PSF.* L.L. DECAY - SLIGHT SEAL: P120vIDl; 8d COMMO NAILS 6 O.C. AT'ALL'OTHER*AREA (TYP.) ' ' ' ' ' ' ' ' ' - 130 MPH °L • • • • • • • • • • • • • 1 1/4" x 20 GA. GALV. STRAP WIND SPEED . . . . . . . . . w/ 5-8d COMMON NAILS TO I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES FDN. 916" O.C. w/ 5-8d COMMON NAILS IN EACH END 916" O.C. DESIGN CRITERIA: Ridge Ridge � ' � • • _ DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME PROVIDE 8d COMMON NAILS 9 4" O.C. CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. AT ALL HIGH PRESSURE ZONES NOTE: HIGH PRESSURE ZONES ARE ALL AREAS 4'-0" FROM ANY RIDGE, HIP OR GABLE END 2'-0" MAX. ` $ WINDOWS - GLAZED OPENING REv. JUNE 14. 2022 � ;..;: 2'-0" MAX. . . . . . . . . . . . . . . ROUIDE•8d•COMtiON•N ILSs 6" O.C. ��. . . . . . . . . . . . . . . fa \ /_ ,i•'S�u;�'^�ro�'� } z '�� DATE: SEPT 'I, 2018 +� 2 - d COMMON 'T'A•L'L'07}•1ER'AREA$'•TYP.) 5 �;<r>s NAIL 5 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE : 1�4" _ ('—O" PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w2011.01. RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS =o a OF 1/10 AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING b: trtv '� PROTECTION. ATTACHMENTS SHALL' BE 2 1/2" u8 WOOD SCREWS, 16" OC DRAWING NO. . FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A3 OF A3 ASC-N1 D " EN7 D9 SITE DRAINAGE: �. 3 DR :x AREA VOLUME VOLUME SURVEY INFORMATION: (Required) DRAINAGE STRUCTURES (provided) SITUATE (2) s' Dia. x 1' High w/ FREDERICK DR It2 House/Porches 3564 sf x .166' Rain = 591 cf Traffic Bearing Slab 591.5 cf NASSAU POINT ROBERT tul DR 3 Barn 912 sf x .164' Rain = 161 cf Traffic B arr g19Slab 169 cf TOWN OF SOUTHOLD WEBER DR 4t5 Driveway3150 sf x .166' Rain = 523 cf Dia. x 1' High �/ 59,.5 cf Traffic SUFFOLK COUNTY, NEW YORK (Expanded) Trc Bearing 51ab SINGLE FAMILY DWELLING VACANT House, Porch t Barn Roofs to have Gutters t Leaders 8'0 Dome: 42 cf S.C. TAX No. 1000-111 -05-01 ARCHITECT W/ PUBLIC WATER Connected to Underground Drainage Structures (Typ.) 8'0 Ring: 42.25 cf/Ft of Height SEPTEMBER 29, 2011 c� SINGLE F JANUARY 15, 2016 ADD TIE LINE AMILY DWELLING MARCH 6, 2017 ADD TOPOGRAPHICAL SURVEY MAP A"OF W/ PUBLIC WATER LADED ,' 1. AME Ol't s NORTHWEST AREA = 67,247 sq. ft. et NASSCjB PROP_RSUFFO�KNCOVNn T�Q O LOop (TO T1E LINES & BULKHEAD) 1.544 ac. SAD POINT TME CLERK OF No. 156 0.10 N AS E OFFICE OF 1922 AS Fl`E _ ►CEO IN Tr1 FF1 16, V SURVEY INFORMATION: T F ON A GE OF PAVEMENT NATHAN CORWIN, LAND SURVEYOR L/ `pT 2g �T c ' - - _ _ _ _ 1586 MAIN ROAD (PO BOX IL) 1 �� METER Nn�POLE 5.$0 S` JAMESPORT, NY 11941 C�F S 4D29 Op E / Inspected t Capped _ - - - _ - - - 12 - - - - 71 5 (631) 121-2090 FAX (631) 121-1121 ANN N01 R BURGER 46.61 (Installed in Caseater eoflIssue �ovERHEAD w1REs -- -- -QOh _ w P� pWELL1NG .1P w/ Old Existing Service) E of vNf _ GSE F AM1LY W A-�ER / 218.79 _ W� N 79 5$ 20 c�RRecu 7 - SIN W/ pUBUC 218.519 DEED ----c_------ -- -- ----- TIE_ -_TIE UNE ROAO •�O _ E,asetvlce � / _ �/VC ON. O CHAIN LINK F�ryyCE N ti �°� �r E ------------------------ IN ��PWates, ervlce ------------- _ N ',r-,-7. 2 �___,_- -- ------ ----- - -------E.- ,� -'__---' IIT (CHew �Sn -I �\,d►s' �.` 3p3,gO, _� Water, ery c Fou � �{� \Ge :��- p t NG les?, C• MON. 6' S \ 1 r ( R1 I ��L Cj 4�` l\j°O 11 ;0��� IV di 01, +2Z3 A �/ 4 LE 5. � 1000 �al. j \ / . � 1 •.'� / �i , � �. 2 Pr DAC \\ No `, ;HOL F' to New Barn \ Tan \\ \\ `v "� ' V ��,h`\oo /':o �` Vin► T Water Service \ \yam, AGF' �� v,� STONE ,\V P? h24' Jtj RETAINING Q�y O \'t\N' RpPO OpRat} WALL c 0 s :3 P E� :::. ::.::, \ 8 0. 7 - 6 G`� LP ` '�:t� � 5� Z E• gip UC::. ::::'.:•:::�'::.::::':.o, � •••.,• I y.� � �vQ- -•� yT� \ ", $' \ P� ` N tri• •iQA::• I \ .%„i \ / `` i- ( �ry 'A Ina okg �o r P� �P C • < h t\a'` \� a ANO ..M/: p5.so LP7j my ,5. g� �5 :.. R S ti• L ✓ a�, , ��� PROPERTY OWNER: _:'._ k AXP:/ +2 i ��r�f �.:P�• � \� � /o_ .'.� : �: ::: :::' ��`" �� �. 1050 WEST COVE L L C .t ..a.... (EUGENE BURGER) t� 7 w 1 \ `� \`\`\ ` ,\`. , , , , \ •.t21. i l .. i �' tie : •. Wiz' N ... HWM \ ` ` � ,,, \,` `,\ , , �,; 0�-- � ":�: out .�.. X -,-- "1 / ', o• �N�.�. { g O ADDRESS: 1050 WEST COVE ROAD ALONG +24. , - o� O I c S% p '� BULKHEA� ' �•; - ' •'° .�:.� �'' 1� O�`' SITUATE: NASSAU POINT _\7/ J \,5e. �" of K tq a �''•• / 9G �"' \ V o :� :.G. ate` TOWN OF SOUTHOLD �° + t5� e� '�," °� \ : ; O-- �~ �` �' .C?`'�'='`' .,� SUFFOLK COUNTY, NEW YORK O DRAWING TITLE: ' \ •+ ;O i DR21 1 - :; Off : cn:':.:.''' '.t,':''': :'::: �P Qi t �� SCTM# 1000-111-05-0I SITE PLAN 1 �\ +20.4 ' 07' 00 " - ;= -'T ;' :� :Q:':.:'. ...:.. P�y LOT AREA: 6 ,2.41 sf (1.5-44 Acres), To Tie Line \ \ �' ;' Z STONE ; +2.I \\' i iO '/'� , .�}.. ,% • \\ \ RETAINING ZONING--NG: R-40 +E8 YARDS: (PRINCIPAL) ,\`\\\`\ T,2o' `,``` ` k'L°\�X i' 1 17' ✓ yy" _�`1 O- , s �� �y ffQ ate, ..�� q�1 �\ > 3 \\ oh�� FRONT: 50' `C"t^ gdm SIDE (ONE): 15' �\;\\\\\\``\\ \ `\•`�\�;�\ �\` 1� + �i -'`r�g�,��o\� Nka / � 1 AO �:�' ._.Q•.-r;'.. ;� t•• i• / 1L� 4 2 \\\ °�/��p e SIDE�(BOTH): 35' \ \ `�t\v, \ \ `o N- , •i'��J�'• PDSLAIp / 1 •O •'. •t�•.. ,. . ; i D R,-I-1� \ 7y y eta , ----- YARDS: (ACCESSORY) O FRONT: 50' +1l° ;� �� ; :. .. /,�� �" SIDE/REAR: 15' JOB: 1a- 1 +' / Q1 HWM EL 1.7' °+s.- ?\ X+15 F -_` P ems' DRS ) __ c,P�' OI G� �� �� LOT COVERAGE (MAX.): 20% (10/9/2018) - +>e ______� - +1 ��• •o�,-� G� �k, F. LOT AREA (To Tie Lines ! Bulkhead): 61,241 lf) sf �, !, &I y�p� LOT AREA (To Tie Lines t Top of Bluff/Bank): 60,131 (t) sf GG,,,�,,ff �p ;Pohl N = �'�. Q� Q� FP�\�-G LOT COVERAGE (Allowable): 60,131 sf x 20% = 12,146.2 sf KRM ' 1AF q a :,� aBac sh ' !' Dc O� k, \ -- -- \.••'' .•' - .' . / - °� QJ EXISTING HOUSE: 2611 SF -\' o N+5•>� +s. ; ; s; y' 1! _____________+1s'___ •'' i - __- ___ 'S `�,� c��� s1� EXISTING DECKS (Front: 31 sf,Side/Rear: 16L sf, Bulkhead: 228 sf): 1031 SF 1050 WEST COVE ROAD CUTCHOGUE NY 1�-I► '^ �� "';;'r ; ;\ •\ --- -- _+2. _ EXISTING EXISTING TOTAL: 4190 SF z f +2 f22 --, FRONT TOWN OF SOUTHOLD LP X' q; " / \\ - SIDE =��YARD ROKEN EXISTING LOT COVERAGE: 6.9% SCTM# 1000-III-05-01 +5.71 , _ 8 4 S. " I + 8.s b ;' ` _-- YARD; DRIVEWAY FOUND ��,. o. NORTH PROPOSED IST FL. ADDITION (Main: 454 sf, Ba 19 sf): 413 SF AINS oe' RAVEL DR' i o.2714. CON SITE PLAN NEW P (Front: 18 f, id 9 \ - WAY PORCH s Side: 99 sf): 111 SF ARCHITECT: OSF ------------------ -------- _ �_ ,% ;� O, EXISTING EEK T� PORCH SF G D 360 ' E REMAINING DECK HOUSE: 405 +6.4 1" = 2 0'_0„ CK R. WEBER 223'0 NEW DECK (Front: 62 sf, Side: 18 sf): 80 SF FREDERICK - EXISTING HOUSE: 261'1 SF 41 EAST MAPLE ROAD X A -� � FENS � � � INK CHAIN t PROPOSED SANITARY SYSTEM NOTES: SUB TOTAL: 4052 SF GREENLAWN NY 11140 iA,+17.9 F°UNDP�ST f2�DRAIN 52 NOYAC PATH FOUND IN W9°t' NEW SANITARY SYSTEM FOR 1 BEDROOM HOUSE 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM PROPOSED BARN (24 x36 ): 864 SF CON C VON" ,�(,'' +23, EXISTING ELEVATIONS ARE SHOWN THUS: PROPOSED COVER: � 108 SF WATER MILL, NY 119'14 NEW 2000 GAL. SEPTIC TANK +xxx • +6;4'I ` , Q" W NEW 415 S.F. SIDEWALL AREA OF LEACHING POOLS I t 2 EXISTING CONTOUR LINES ARE SHOWN THUS: PROPOSED POOL. (16 x44 ): 104 SF +1. 2 ", EXISTING GARAGE: 542 SF TEL 431 '154-5555 \\` p5.9, CJ 79 5$ (2 POOLS, 10 (0 x 1 -6 DEEP) F.FL. - FIRST FLOOR EXISTING -----------xx------ EXISTING DECK '9 BULKHEAD: 228 SF fweberarchitect"yahoo.com o MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS: 0.FL - GARAGE FLOOR NEW xx SUB TOTAL: 2446 SF SINGLE FAMILY DWELLING SEPTIC TANK GREATER THAN 15 FROM SURFACE WATER TB - TOP OF BULKHEAD >� a W/ PUBLIC WATER LEACHING POOLS GREATER THAN 100' FROM SURFACE WATER BB - BOTTOM OF BULKHEAD REVISED xx...... SEAL: ....- .......... .- P` PROPOSED TOTAL: 6498 SF SEPTIC t LEACH GREATER THAN 65' FROM TOP OF BLUFF TW - TOP OF WALL > SEPTIC t LEACH GREATER THAN 20' FROM SWIMMING POOL BW - BOTTOM OF WALL PROPOSED LOT COVERAGE: 10.1% SEPTIC t LEACH GREATER THAN 10' FROM STRUCTURE FLOOD PLAIN: X HEIGHT (PRINCIPAL) MAX.: 35', (2 1/2) STORIES TOP OF GRADE LOCKING CAST GRADE CONCRETE ACCESSORY BUILDINGS: FOUNDATION IRON COVER EL +23.5' (t) COVER TEST HOLE DATA � EL +24.0' EL +22'5 TO GRADE MAXIMUM ACCESSORY BUILDING SIZE: 6'1,241 sf x 3% = 2011.4 sf CONCRETE -- McDONALD GEOSCIENCE MAXIMUM ACCESSORY BUILDING HEIGHT: 22' COVER OR 2' HIGH (MAX.) - ¢ APRIL 30, 2018 TRAFFIC C.I. GRATE CONC. CHIMNEY `� BLUFF: SLOPE GREATER THAN 20% AND HEIGHT GREATER THAN 20' 'v ELEV + 24.5 BEARING � „ � -- MIXED SAND •' MAR 15. 2023 SLAB PRECAST 20 CONCRETE CONCRETE , t LOAM 9 CONCRETE PROVIDE CLEAN OUT (MIN-) Sanitar /Barn Loc FEE, 24. 2023 BROWN SILTY D R A W I N G S C H E D U L E CHIMNEY � FACE OF HOUSE DOME DOME _ SAND (SM) Both +2' DECJUNE 9 .20192 FILTER CLOTH AGAINST BOTTOM OF t BARN TO GRADE O 3' PALE BROWN Relocate Sanitar JULY 2019 WOVEN WIRE FENCE W/ FOUNDATION Al SITE PLAN Pod Backmda JUNE • I 2"x2"x36" STAKES, 12' OC 600 EL +16.0' FINE SAND (SP) DRIVEN 16" MIN. INTO DRAINAGE - 4"0 APPROVED 5 9 3, 204 GRADE, EMBED FILTER PIPE 9 INVERT PIPE, 1/4" PER FT. A2 FOUNDATION NOV 20. 2018 CLOTH 6" INTO GROUND I at HOUSE MIN. PITCH _ REV.: OCT 31, 2018 PALE BROWN and � EL +15.0' - 4"0 APPROVED O BROWN SILTY A3 IST FLOOR PLAN ASPHALT TRAFFIC TYPI AL w I at BARN PIPE, 1/8 PER FT. SAND (sm) A4 2ND FLOOR PLAN DATE: SEPT 1, 2018 TBopeCoat BEARING i DRAI AGE F EL +20.0' iy - O MIN. PITCH TOP OF LI' EL +13.0' PIPE TRENCH i RING > I INVERT r BAFFLE ^ v I A5 ELEVATIONS SCALE : I" - 20' EL +13.15 FLOW O z - - I 80-00 I WALL _ °D INVERT INVERT NEW I 13' AL ELEVATIONS n _� � � o, DRAIN TO I _ EL +13.25' EL +13.0' - I JOB NO: w201LO4 r DRAINAGE RING I I O 1 LEACHING I SLOPE .,, - " I I LIQUID i SEPTIC I POOLS 1 2 i 1 BROWN CLAYEY Al SECTIONS BLEND i 2' CLEAN SAND t �� I DEPTH TANK I (415 S 1= ) cn I SAND (SC) AS SECTIONS DRAWING NO GRAVEL FILL I (2000 GAL.) I I G L--------------------- i i 18' A9 FINISH SCHEDULE CROSS SECTION CROSS SECTION " " ' "' """v- I I PALE BROWN 13' MIN. I FINE TO MEDIUM A10 CODE DETAILS SILT FENCE DETAIL TRENCH DRAIN DRIVEWAY TYPICAL SECTION a DRAINAGE RING (COLLAR , I SAND (SP) SI STRUCTURE- 2ND FLOOR 1 I BOTTOM OF LP EL +5,5' 23' --- 52 STRUCTURE- ROOF Al I WATER IN EI ELECTRICAL- 15T PALE BROWN lo'-o" s'-o" 1 to'-o" I FINE TO MEDIUM E2 ELECTRICAL- 2ND 3' (MIN.) TO HIGH SAND (SP) OF AIO L----- SEASONAL-GROUNDWATER- I E3 ELECTRICAL- BASEMENT GROUND WATER PER TEST HOLE-----�---- 29'_-- FREDERICK ROBERT WEBER ------------- --------- -- ---- -- -- -------- - - -- _ --------------------- – ------- ---- - - - ----------- ------------------- ------------------ -- Reverse --- (3) 11 1/8"-LVL Ridge ------ R S Ing es Wood oof hin I 5/4 x 3 Wood Lathe \\ + 12 M Extend Exterior Wall ARCHITECT 2 10 R.R. I I Sheathing to Top of 16" oc I 4X4 ing r ° I Rafter Bearing Pl. (Tgp.) \ I Strap All Rafters to ii I 4x6 I 1 Plate w/ "Simpson" III I Web I I I III, �I I` I I,I Ilii Galy. Hurricane Strap, At Each Side of Each Tie- \ "Simpson" H6 Strap Half Round r ` � I Gutter to � 1x8 Fascia Bd. U p I I p Round LeaderSteel IP p Ix4 TtG Soffit to Precast Conn. DI IFErainage Ring WALL (T4p.) IL -Lil ® u Wood Shingles Wood— II 301c Felt r, t- A2 Shingle u 5/8" PlywoodSidin • w II = GARAGE Sheathing II A A u a- (Unheated) II ° 3" "Lok-Floor', 40 0 si (2) 2x6 Pressure II- II Concrete, 18 Gage a F. Treated Sill Pressure _ De k G" Thick Concrete N op :o a Top of Slab a/ #4 Rebar s I'-0' oc 5/e" Dia. x IG" w - EI +33'-0" Eac ey Anchor Bolts = ------------------ --- ---------------------- 32" oc H - -----------------------•------------- --------------------------------- - ---------------------- ------------------ - - __ = -- -- -- -- - - - -- -- - -- -- -- -- -- -- -- -- -- - - - ---------------------- ------------------ -- ----J---------T �• W I I I I I I I I I i I I WF Girder �' P. Conc. I` I I I I I I I I I I I i I I I ; Slab I I I I I I I I Stone I I I I I I Veneer 12" P. Conc. Found. Wall w/ (2) #5 Bars (Top ti I V Bottom) E 44 Bars 321 ocl 0 I I I I I I I I I I iv I I i BASEMENT I • I i 1 Vert. on 24 x12 Cont. I 1 g I a' ' O P. Conc. Foot I I I I I I I I Retaining I I I I i I I I m ' I ► I I t I Wall I I I I O i I I Brick Pavers Top of Brick I - „ EI +23'-5" I I I I I I I I ► I I I V l I I I I I ••••••- •-I• I I I I � I I Top of Slab � Foundation i I I I I I Top of Slab I 1 I I I I TO of,Footing ' I I 4 P. Conc. Slab El +23'-2" , eight I , I I I EI +23'-2" I I I I i I I w/ 1."x4" 10/10 P ,- =9 , ________________________________I _________________________________ I I I�--_______------- ------- -- -------- -- I _ I I Top of Sle - WWF Rernf. EI +22 G -- ------- - - - i -------------------- ----------- M • _ ———————————-I I I --------------------------------1------------------------------- l I , I -------------------------------------- ----------. '1 I I . . -LLr i i i J vJ-i I I , i--———- 1 1 v 1 I I J L i I Top of Upper Footing - -.-,s--4r L---J L—�_J I I 1 �—_ L---J L---J , ' a• — r--_-.-.--_....... .... _—_ rJ L, rJ v y, r / rJ v� op of..ower. g -' �-- I L--—J �� __ ,T of Lower Footing -' L--J L---J -----I L--J LO EAST ELEVATION SOUTH ELEVATION on Undisturbednst 12'-0n J CROSS SECTION AA C S oil and be VIE 7 O 1/4" = 1'-0" V-0" Below 1/4" = I'-0" Grade (Min.) 24'-0" 24'-0" 2'-8" 6" 2'-8" 9'-I" 10" P. Conc. Found. Wall DRAWING TITLE: If IE le__ Above 6" Stud Wall w/ (2) 45 Bars (Top E r- --- ---- ------- w/ 5/8" Plywd. Bottom) t IM Bars 32" oc 12" P. Conc- Found. Wall OverhangSheathing and w/ Bracets"AjI ® I Wood Shingle Vert, on 24'>d1' Cont. w/ (2) iG5 Bars (Top t E BARN g P. Conc. Footing Bottom) t 44 Bars 32" ocIST FLOOR VL Hdr. (Up er t Lower) I Siding r------------------- _ _---______ _ , Vert. on 24'x12' Cont. (1) 2x10 R.R. ------- --------- - - - P. Conc. Footing Each Side of 1 - i — — 1 ---------------- (1) ___------ ------ ELEVATIONS l; (4) 2xt 32" i 1 SECTIONS 4xlOTie •---------------------------------- -- ----, :?x10 RR, Post , 1 I I •••. VIII r----------- � , I I , '•.- i 16" oc (Typ.) I'I 1 o r " r ■ " -2 1 I I I " 8n i jO (3) 5/8 Machine 3 Lok-Floor , 4 00 r (2) 2x6 Pressure , , 1 6 Bolts- Thru bolt Concrete, 18 Gage Ga v, Treated Sill w/ 2x10 R.R.. IG oc ac I I, 2x101 R.R.. 14 oc > I , I JOB: ---- --, Decking, G" Thick Concrete 5/8" Dia. x 16" 1 I 10" P..00 -Found. Wall 'BD Rafters t Ties s. = I'I �, n I I I HOUSE ADDITION/ ° c w/ 44 Rebar S 1'-0" oc Anchor Bolts O = .. ..............................................................�.+1.,..........................1................................�. �. �. , I ; Provide 2x6 al ' oc S ud Wall I I w/ (2')•u5 Bars fT ! 1 Each Way 32" oc I'I I = I i _ 9 I I - > - ' ' Set on 2x8 unn our/Cure °p n RENOVATION 4x10 Tie o - -1 O I \ ----------------------- -- __-- 1 Bottom) t >«4 Bars'•32 oc ------- I I I I '_I I i =i I - `-\---------------- --- ------ -� -- I - -P.eCaic Footing Cont. II .- ,', 1 'Wo _ c- , \ --� , I NEW BARN 44 Bars 032" oc, Bent = 111 `r r- , 1 iv 1 - -------0-- -'SimNEWPOOL Hurricane Strap, I „on' H4 �a11Tie Slab to Foundation ��� I j U ( _ �° i� I I �\ i BASEMENT I • cn GxG Pressure Treate I 1050 WEST COVE ROAD (I) Each Side ° I, IpI ` 1 1 I n 0 1 I 4' P. Conc. Slab 1„ I CUTCHOGUE, NY of Each Truss 11 I I 4x10 Tie, 4x6 Kin Post ij 14x6 Web, I u Post w/ Simpson A U6LZ 1 ' ____ _ _ Id0 g , I z W Post Base t "Simpso " \0 n I 1 1 I I w/ 6"X6" 10/10 = 1_0 B F I TOWN OF SOUTHOLD I ■ _ ////////Post I w/ (I) 2x10 R.R. on Each ide of Tie L_____________ P Posts I I I WWF Reinf. ,Pr ide Recess n SI I I I, 12 P. Conc. Found. Wall t.-.---,-----.-,-.--.--.--1.�----------------- - LCE4Z Post Cap ( yp.) r _r�� ,above_? I•- ;I \-'J' 1 O - IAbove for Garage D s I I SCTM� 1000-111-05-OI w/ (2) tt5 Bars (T t = ----fi---------------- I -IF-------------------- I I I Bottom) E 44 Bars 37 oc _i I = I i I (T9P ) n I ` IC nt. I - , I a� 1 I It" I I � cv _ , I W 12 x l2 Girder � I I Vert. on 24'>d2' Cont. - I 2x10 R.R., IG oc I'I i [ I 1 -I - -•-•-•-•-•-.-.-. -.-.-. I ARCHITECT: I P. Conc. Footing 1� - otiety••'/ 30"x30" P. c. I I I u I 1 I' 5"x5"x3/8" A = , I I I P. Conc. Pier I = I l J u l 1= I Steel Col. w/ a I6' Dee P. C C. I I I 1 �� Ftg. Y-0" Be ow , r- > o- (�j n n _ P O ' I FREDERICK R. WEBER 9�8ry� GARAGE i I i rs o� o i Grade (T ) I I I IN 1 Steelx�Bearmg 1� " Bo h Ways,)Gr d Int 8aon L j 1 4 - I DETAIL 2 k = _ Q yP I a 1 on 24 W x 12 D r r wF Girder - i GREENLAWNPNY ROAD ?�• / V .: I'I +N0 ,t �-6verlay 1 1 v I �°I= 1 , 3/4 x 5 x IG Seel r° o< < e// o I I + 1 , C VER l 1 Cont. P. Conc. Ftg. ur1 o Bearing PI. (T Qt ) 1 52 NDYAC PATH -DECK I V/ ��y U I /� Roof > - I o 1 J'I I (3) 45 Bars in Ftg. t " g yP y" III I I RAFTER TIES lC!ty. 2) _ I Va/jam I�� .��2x101 R.R., IG" oc o O ( � E I I 1 ' I I g Provide 2x6 al " oc S ud W II I I . I I 1 I WATER MILL NY 1191L DETAIL 1 I I Py u 1 I , .. >, ( (2) 3t5 Rebar in Top : - I �, I I " n _ . > I „ 1 i 1 �' „ 1 L rn ( > i v _ I of Stem Wall (T .) „ ` g I d „ _ I 3/4 I-0 - I_ 61 5 O u 2 2 I 19 -4 Set on 2x8 During our/ ure I } Z -2 IGl (2) 9 I/2 LVL Ridge I 9 1/2 ILVL Ridge �'_ -► C o- 1� L� - a O I`r © tr © v - - - - - - -i - - - - o I°°A L7 u `'i _ u I °- _L _._._.:.-.-._._._._._.-.-._-.- ------- _.-.-_. r.: ( O v I O TEL L31 X54-5555 3/4" - 1'-0" 1 , , -.�.-.-.-.-. e m 4 bove _ j I _ >n ,'7.. 1 _t it fweber rchitectsyahoo.com _ , I I ap v- u► Above� � o I /y \ rn- ,- \ o 00-1 _ X I - I 1 I s# O ao °; \e 0A ao i I i i Overlay o� a X I - ° i 2x8 .J., IG' oc III I I s it I I SEAL: Roof oe u I cn , /�.�� = III ,/ `I \ O U v I c I Ip] I C bblest e/ 1 I WINDOW/DOOR I �I ''I C, �( j�I I \��I \%?; ., III ? O �� �\ v a I P. Conc. Apron I I":'I I cn "- 1'-0' 'n I WF Girder WII`IDOW/DOO `JCI ILlU1 - ( I= 1 = _ I 1— —'—' — I �•�`' I= 6 4 I �13� III n -�`�----- , I 9- i �,I Area ,O _i O I /' " I'I �sP \ `. I r--+-, cn I ry " Unit Model st , I N ( Y 2x10 R.R., IG oc ter _ I 11 I , • I 12 R.O. Egress 1 I, 0 - �`— f Op /' I s .\ iv _ e , , I I W 12 x 12 Girder �7 _ iq - �' I -4x10 Tie, 4x6 King ost '14x6 Web, I `0 [� I u , -1' - - - - - - - - -_ - - n- •-I• I _ oo A ADH2850 2' 8"x 5'-0" No I I— ! ---fiLn =-w/-(I)-2x40= R�R� on Each. .ide of Tic I \�\ m I,.; C nti 1 (12 I/4" x 12") O - (2) Its Bars Post -I I------------------_'___ cy r- 1 L- I _ - (Continuous) © APW5450 5 -4 x 5 -0 No \ I'I cr i Fort ost 31 44 Stirrups n 9 12 oc © ATV4020 4 -O x 2'-0' No - \ .� •� 1 s I O1= J 1 , I 6- , I I I , > , \ , I , I _ I NOV 15, 2023 `y ; \\ , ,(, , �,o i ? - �� \ \. I 1 ' 2` I MAY 9. 2023 / Provide 2x6 I ' oc Sud Wall �- .j m o- � \\ \ I 1' ----------- FEB 23. 2023 ° (3) #5 Bars \ ,� u I't N - _ _ i \ I Set on 2x8 PL urrng our/Cure I (Extend 24" 2x10 R. 16" oc III 2x101 R.R., 16" oc ( � O cr \` �'� ------------ ---- -- -- - ------ -- ---- 4 ; FEB 11, 2023 Beyond Opng.) 10 FWHID541IIAPLR 5'-4" x V-II" Yes O - , A- _ - ( , ; _ -•° -- - I.I rno r I I — -- — ----- -- -------- — + I ' JAN 28 2023 - N , I 2O FWHID294115 2'-9" x V-11" No - a X i I WC O 221_4„ REV.: JUNE IL, 2022 ,d III , I - 2'-9" x G'-11" = I - I IL" II'-O" `" " 10'-6" 1 I DATE: SEPT 1. 2018 O FWHID29LIIAL Yes a r- I v O I , ,OD ' SCALE CONCRETE HEADER (TVP.) - " � " �- A - I I I I i ® FWHID29611AR 2 -9 x G -II ; I ' `----------� �n " - " Yes 0 II (4) 2x6 A 1 - _ e_ 1 -A I JOB NO: w201LOL 3/4 1 C Post V I I 2- ----------- -- ----J v , .................... Model Numbers ReFer to "Andersen" A-Series, PG50, , -.-. O _ I Low-E4 w/Argon Glass, Simulated Divided Light I ----------------- DRAWING NO. (3) 9 1/4' LVL Hdr. (Upper t Lower) L________________________________________________ ® ® P. Conc. Header w/ (2) 44 Rebars © Above � Bot. of Hdr. PROVIDE 'SIMPSON- HDU2-Z HOLD-DOWN FROM STUD WALL/WALL PL. TO FOUNDATION WALL 24'-0" 11 " 2'-I0" I 2' BARN— IS FLOOR Norzr� Garage: 8G4 S.F. 2'-2" 3'-I' BARN- ARN- B A S E E N T 1yORTH M 1/4' = 1'-0" I/4" = I'-0° OF A4 FREDERICK ROBERT WEBER 1 00, Wood Roof Shingles ------------------ --- -- ----------- 5/4 x 3 Wood Lathe ARCHITECT ? Sheathing to Top of �' \ 12 2xl RR 16" c Extend Exterior Wall 000 ' i : \ l o ,�, Rafter Bearing PL (Tgp.) Strap Rafters to ' \ Plate w/ 'Simpson" % i� �' ' ` �� Galv. Hurricane Strap At Each Side of Each Tie- C14' Simpson H6 Strap Ix8 Fascia Bd. U a- pIAT!G Soffit Steel � (3) 9 1/2" Conn. (3) 11 1/8" LVL Hdr. 2 LVL Hdr. 00 WALL (Typ.) W Si 2x6 Mahogany Tdingop _ _ GARAGE Wood Shingles ^ Rad a3' Above fleck 304 Felt H w/ 4x4 Posts, 5'oc t a- _ Cr (Unheated) O 5/8" PI wood ® Cable Rad �4' oc i " " " _I Sheathing \ _ Csi oncr teFllB G g� Ga 00 v O W 5/4x4 Ipe Decking Decking. V Thick Concrete N EI +33'�O" Each Wa oP o a i opo a i on Sleepers w/ W Girder w/ Top of Slab w/ 4 Rebar a I'-0" oc ____ i_ Membrane Roofrn = B Ited Blocking y -------- ----= - ---- -------------- -------- ----- ---- ------- ----- ----- - -------- 1 over Sloped Roo - ---------------------------------------------- - -- ----- ------------ ----- ------ ------- ---- ----------- - / heaths -- -- -- -- -- - - - -- -- - -- -- -- -- -- -- -- -- -- -- - - L_- T 3 4" S ng � : :: I : : I 6x10 B i i- - -- -- -- -- i -- ---- ------- ---------------------- Beam Stone PZ2x8 D.J., 14-oc WF Girder Slab Conc.-/' I Veneer I I I Ix6 Shiplap I i iii I I I I I Ceiling I P.Conc. Header ,l O I I StoneRetI I I T 1 _ _ i 10' P. Conc. Found. Wall i `J I I Wall wining I I ' \ \ I I i w/ (2) 4t ltB4ars(Topars " i I " 1, „ I a °D BASEMENT i Pe Conc. F2oatmg• Cont. i Ci I I I I 9 9 12'j9"11 2 °)" 9 9 I - Tn 51-10" 2'-91, I I 2'-9" 5'-10" i Top of Slab i Foundation i 4" P_ Conc_ Slab El +23'-2" i Height i Bluestone w/ 6"x6" 10/10 Top of Footing W I I ______ ___ __ I I I Patio I = WWF Reinf. _ _ __ ________ ___ EI +22'-6" c� M �� -- - - -- ,r l r -------, I I t I I I I ' I I I (2) 45 Rebars I ° ------.....I.... .... I I I I I I I �-................. I I I ► I I in Stem Wall �Tobp I Tap of Upper Footing V L-_-J Ii i 1- f L__ I-LIL, „J , r.� 1 1,r , 1-L v L' °L•Wer Footing L___J L__..J L_-_J L---J L__j L--_j....J.... , n Footing to Rest Rebars L NORTH—} ELEVATION WEST ELEVATION on SoilUandtbeed in Footing 3'-0" Below CROSS SECTION BB p 1/4' = 1'-0" 1/4" = I'-0' Grade (train.) DRAWING TITLE: NEW BARN ELEVATIONS SECTIONS JOB: HOUSE ADDITION/ RENOVATION NEW BARN NEW POOL 1050 WEST COVE ROAD CUTCHOGUE. NY TOWN OF SOUTHOLD SCTM# 1000-111-05-01 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL. NY 11916 TEL 631 154-5555 fweberarchitectOgahoo.com SEAL: r NOV 15, 2023 MAY 9. 2023 FEB 23, 2023 FEB 11, 2023 JAN 28, 2023 REV.: DATE: AUG. 28. 2018 SCALE : 1/4" = 1'-0" JOB NO: w201606 DRAWING NO. A3 OF A4 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE 9 EACH RAFTER FREDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT WEBER REQUIRED - 24" FROM EDGE ROOF FRAMING CO HURRICANE CLIP Rafter to Top Plate(Toe-nailed) 3- 8d per rafter TYPICAL. Ceiling Joist to Top Plate(Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2- 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2- 8d each end Rim Board to Rafter(End-nailed) 2- 16d each end WALL FRAMING > Top Plate to Top Plate(Face-nailed) 2- 16d ' per foot v Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 9 ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 8 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud W 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP ^ WALL PLATES 2- 16d per 2x8 stud H APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Band joist,En djoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING MST31 METAL STRAP Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist I---I 9 JACK POST MST21 9 STUDS = Bridging to Joist (Toe-nailed) 2 - 8d each end Blocking to Joist(Toe-nailed) 2- 8d each end W we48" O.C.4 - 8d NAILS SIMPSON M5T21 Blocking to Sill or Top Plate ( Toe-nailed) 3- 16d each block EACH END - TYP. _ 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist > W METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3- 8d per joist FLOOR JOIST = _ _ MAXIMUM. Band Joist to Joist(End-nailed) 3 - 16d per joist O Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d ' per foot T , DOUBLE TOP-----77PLYWOOD SHEATHING ROOF SHEATHING v �j PLATE TO OVER LAP BOX HEADER - W6 916" 0 BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone 2x C - SIMPSON MTSA 18-Z W/ other 6" o.c. edges of T/1 STUDS V 1 l6) 8d NAILS TOP d panel , 12" o.c. interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support ," x,0" or wider 3 - 8d per support SECTION ELEVATION CEILING SHEATHING O Gypsum Wallboard 5d 7" edge/10" field 1 SIMPSON MTSA 18-Z W/ L J �(0 8d NAILS TOP t = WALL SHEATHING O BOTTOM 9 32" O.C. _ = Structural Panels 8d (see table 3.9) r� Fiberboard Panels SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ 7 /16" 6d 3" edge /6" field (6) 8d NAILS TOP t (6) 8d NAILS TOP d BOTTOM 9 32" O.C. = FLOOR JOIST - - = BOTTOM 9 32" O.C. 25 /32" 8d 3" edge/6" field ./—NAIL SHEATHING TO SILL PLATE - _ TOP OF FOUNDATION 8d NAILS - _ - - 4 _ —- -- (SHEATHING TO LAP SILL PLATE) _=----- -_ - - -= --- - Gypsum Wallboard 5d 7 edge 10 field DRAWING TITLE: 9 cn Hard 'i- board A 8d 2 5 REB R see table 3.9 :! Particleboard Panels ls 8d see table 3.9 CODE DETAILS COPPER TERMITE SHIED (2) 2x 6 SILL PLATES - - - - Diagonalanal Board Sheathing QTREATED.w/ SILL SEAL (T P.) " " " " 1 x6 or x8 2 - 8d - per support P PP 1 x 10 or wider- d 3 8d per support - - - P PP SEE FOUNDATION DWG. - - FOR DESIGN/REINFORCING i+ FLOOR SHEATHING ural Panels 518" x IL" A.B. 932" OC. 1" or less 8d 6" edge/12" field w/ 7x2"x3/16" WASHER. greater than 1" 10d 6 edge /6 field (HOT DIPPED GALV. OR STAINLESS STEEL) Diagonal Board Sheathing JOB: ISOLATE WASHER FROM HOLD DOWN -�- SHEAR CONNECTION CRITICAL PATH 1„ x 6" or 1" x 8" 2 — 8d per support SILL PL W/ FELT STRIP 1 x 10 or wider 3 - 8d per support NEW BARN 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. 1050 WEST COVE ROAD 2When wall sheathingis continuous over connected members the tabulated number of nails shall be permitted to CUTCHOGUE, NY PROVIDE 8d COMMON NAILS 9 4" O.C. AT ALL HIGH PRESSURE ZONES be reduced to 1 - 16d nail per foot. TOWN OF SOUTHOLD SCTM# 1000-Ill-05-OI L ,o ARCHITECT: s FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 DESIGN CRITERIA: 52 NOYAC PATH I WATER MILL. NY 1191L GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 �� ' ' • • • • . ' ' • 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 3L" fweberarchitects9ahoo.com • ••- • • • • • • • w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY ' ' ' ' , ' ' ' ' ' ' ' EACH END 916" O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: .PRQ1/ID •(3d•COMMO NAILS a 6" O.C. a •-•-• ••••••• •••••••• •• WIND SPEED - 130 MPH v - AT•AL1 .O fHl R'AR):A (TYPJ 1 1/4" x 20 GA. GALV. STRAP " ICE SHIELD UNDERLAYMENT REQUIRED - YES ' • • • ' ' ' ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' w/ 5-8d COMMON NAILS TO 1 1/4 x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B .. . . . . . . . . . . . . . . . . . . . . . . . . . . FDN. 916" O-C. w/ 5-8d COMMON NAILS IN EACH END 916" O.C. DESIGN CRITERIA: -' Ridge Ridge DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME PROVIDE 8d COMMON NAILS 9 4" O.C. CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. AT ALL HIGH PRESSURE ZONES NOTE: HIGH PRESSURE ZONES ARE ALL AREAS 4'-0" FROM ANY RIDGE, HIP OR GABLE END " T-Off MAX_ y-•�_�: �,°�'>. O S - GLAZED � :` , OPENING N I . 2o2Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . i�:�r WIND W REV.: Ju E L . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2'-0" MAX. ROUIDE•Bd*COMCIDN*� ILS 9 6 O.C. ''"' ••k.<r"` �`��`� 2 d COMMON DATE: SEPT l 2016 ' • ' ' ' ' 7'AL'L'OTNE12 AREA$' TYP.) EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE . . . . . . . . . . . . . cr: NAIL TO SILL SCALE • �� °C `� `"'''`{ Y" DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM • PLA E E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT - . . . . . . . . . . . kL x. JOB NO: 40140L r RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS 4aro OF 1116 AND A MAXIMUM SPAN OF 8 SHALL BE PERMITTED AS OPENING PROTECTION.tiATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, IL" OC DRAWING NO.FOR SPANS UP TO L AND 12" OC FOR SPANS BETWEEN 6 AND 8 . GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. A A COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR OF A4