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Home My WebLink About53138-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET O.FAPPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 53138 Date: 07/20/2026 Permission is hereby,granted to: Richard C Jensen 18 Tower Dr Maplewood, NJ 07040 o# Demolish an existing dwelling and construct a new single-family dwelling with HVAC system and outdoor shower as applied for per SCHD,ZBA, DEC and Trustees approvals. Floodplain development permit is required. Premises Located at: 4155 Bay Shore Rd, Green port, NY 11944 SCTM#51-6-21 Pursuant to application dated 04/13/2026 and approved by the Building inspector. To expire on 07/19/2028. Contractors: Required Inspections: Trees: DEMOLITION $362.00 Single Family Dwelling-NEW $2,138.00 CO Single Family Dwelling-New $100.00 Flood permit $150.00 Total $2,j7S0.00 ,. Building Inspector `. TOWN OF SOUTHOLD--BUILDING DEPARTMENT k` Town Hall Annex 54375 Main load P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lit s. .so t of u� � �. � �� Date Received BUILDING PET TTTL T T � Thr For office Use only 53 1 1 a ti PERMIT No. Building Inspector. " . 771 n pplications and forms mast be filled'out in heir'ntire y.In-comple e applications will not be accepted. Where the AoPlIcOnt Is not the owner,an pees Authorization form(Page T)shall he ompl ted. Date: 4 It OWNER( F PROPERTY: Name: SCTM# 000 Project Address: l > Phone#: I... ............. E"mai : i Mailing Address: CONTACT PERSON: Name: , ",. , a �.. ,. ...- Q ................. - --------- Mailing Address: tozo VIAliq a� Phone#: Email: DESIGN PROFESSIONAL NAL INFORMATION: Name: t74Lq Mailing Address: � � Wli,, ....iffi Phone# 0007 Email: P, .......... ........... CONTRACTOR ACTOR INFORMATION: Name. t Mailing Address: Phone#: E�ail� "I'M 0 f�' ti DESCRIPTION of PROPOSED CONSTRUCTION XNew Structure ❑ > yAddition DAlteration M Repair emolition Estimated Cost of Project: 0 other " Will the lot be re-graded? "es ❑No Will excess fill be removed from premises? ❑Yes o J�- z't,'= G� ... oar rsrrwww.. 'Ywf�m�r „" „r ,; / ,„ "< ,, rp / (r /„ r ., /,... ,.:. „, ""„" r, ,r/ r /./ r 1. /.. /.. ,/.. r r /r,,'„a,,U /ri N � � rRVV IPE NF%1% "T1%JNI r Existing use of property: �� {�� , -�- � intended use of proper � ' 00 I � Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property.? 0YesXNo IF YES, PROVIDE A COPY. r/i / ... E u / r , / ,.. r r/ // r...r /// .r fl.,../../J .l/ lA,/ //,/... If ✓r/ r.:ll/�r/.. r..//�./. r✓rl /r, :..;,... �11/1� / r,. r r..�� 1 -/�. ,, //m��_r r V/tii fn:..,�f /ir,/ �r r ll e ✓. /„r �.r r t , rr, i... / ....,... ✓.. h i ,r../ a l,. / r <:rr / /r r r,r ✓ i /r / r,r � /, � ./ I, ✓r, ry (I�,/6 //,,�`/ /,- r r.�` �. /I r r,//�i„r r ✓ i t / a r � i P , q ,.,/ : r r, ,, r r,..,.r /J,,,,,, r/,:./, / „.. s/;/ "., ,„ ., o l..r..//� r. vi.., r�✓�,. ,rr �,�,..�I 1 1,i �r.. / / ',,,,.,..,r,,, ,,. ;o/i, '„ ...., r✓. ,../„r r...//, s /, ,,, /.. ,/,,,.. r// i rc.. d/,..r, ri ,., "/r /. �.r,�.Jll r, / �f., �/ /�,r r N ! I m., ,,.,r,aG /, s,G,,,„' ,r/,,,er, ';� ,,,r/„ nP ;r I„✓ � �ir r,,: ,'. ,il ../,,. ,/ ", / rr ,. „r, I l" 1 r r.. .,.. e r.. r:,, // ,, �,..., ,.,.✓/ If 1 a„ ,.0 / ,l, r r / r..,9.r1 ,n.,, /, r.r ✓a r r / Jl �yr /:/�/�r r/ o% r r,/( f / �„(r !, I r r i r r � G / r,/ � ➢f r,r / r r u r G nl r ', /t r r rr /I r r y i / / ! J r 77 r r riiii,J,, 1,,,,,, , ./ //«,,, ",r,/, J N r /r r /r r 1 r '�I � / /r r r/ m na i er // N ro ✓r,o„ / / „z, r r / / m�nr i I Application ubmited By(p,,r1nvt16' N , VAuthorized Agent 130wner Signature ofil� nG [date: STATE OF NEW YoRh ) S . C 0 U N TY of } f C4, Q. being duly sworn, deposes and says that (s)he is the applicant (Marne 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 per-form car have performed the said work and to make and file this ,� Y I application; that all statements contained in this application are trine 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 r � 1 day of .120 I q I Iota r Pu bli+c I MADI ON ME II A NOTARY PUBLIC,STATE OF NEW YORE PROPERTY OWNER ATRegistration AUTHORIZATION I o.0I ME0002865 Qualified in SuffolkC , (Where the applicant 1s not the owner) Commission Expires March 1 ,, residing at.0��O do hereby authorise o apply on my behalf to the Tow , of Southold Building Department for approval as described herein.. f Owner's Si ure Date 01 �f 041 1 6 wo I Print owners Name 2 0 Town Hall Annex Glean Goldsmith, President .54375 Route 25 A. Nicholas Kru sk1, Vice President P.O. Box 1179 Eric Sepenoki Southold, New fork 11.971 Liz Crillooly Elizabeth Peeples Fax(631) 760-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ay qi r ,July 23, 2024 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR 4155 BAY SHORE ROAD, GREENPORT SCTM# 1000-53- -21 Dear Ms. Moore: The Board of Town Trustees took the fallowing action during its regular meeting held on Wednesday, February 14, 2024 regarding the above matter: WHEREAS, Patricia C. Moore, Esq. on behalf of ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town :ode, the Wetland Ordinance of the Town of Southold, application dated duly 13, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 13, 2023, and again on December 13, 2023, and again on February 14, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE ITI RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR to demolish existing dwelling and garage (1,205sq.ft.), demolish exiting landings, stairs (75►sq.ft.), patio/terraces (14osq.ft.), existing asphalt driveway (339sq.ft.), and abandon existing sanitary system; construct a FEMA compliant two-story dwelling with a 991sq.ft. first floor, 1,040 second floor, 414sq.ft. attic, 261 sq.ft. wood deck and stairs, a 21 sq.ft. roof over 1 6sq.ft.landing, and 64sq.ft. hot tub flush with deck; install an I/A sanitary system landward of dwelling surrounded by a retaining wall that is 195.5 linear feet in length, varying 2'-2 Y2' maximum in height, placed three (3) feet off of the property line, and covered with veneer stone and cap; add ±1 80 cubic yards of fill material for I/A system, install A.C. unit on a stand on north side of dwelling; install a stone blend parking area in the front yard for two cars; install French drain "A" on south side and French drain "B" under deck to capture drainage; and to establish and perpetually maintain a non-turf buffer area throughout the seaward sidelrear yard; with the condition that the retaining walls be 3' off the property line and no higher than 2.5' in height with native plantings surrounding the retaining walls on the adjacent property lines*, all as depicted on the revised site plan prepared by Young Associates, received on July 9, 2024, and stamped approved on July 19, 2024. Permit to construct and complete project will expire three years from the date the permit is signed, Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Ver,y truly ours) 'P1 11 4"'X Glenn oldsmith President, Board of Trustees GG/ec BOARD OF SOUTHOLD TOWN TRUSTEES SOUTH OLD, NEW YORK PERMIT NO. 10550 IRATE: ISSUED TO: ',ESTATE OFR, 1.CHARD,JEN' ',SEN c/o ,R1CHARD, !9,,,JE n 10, EXECUTOR PROPERTY D ]ESS: 4155 BAYSHORE,ROAR4,GREENPORT S TM# 10 0-53-6- I AUTHORIZATION Pursuant to the provisions of Chapter 27 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 Jul � � ,and in consideration of application fee in the sure of l 25 • ,paid by TA "", ' ' , A IS .ec 1C T and subject to the Terms and Conditions a stated in the Resolution', 11,the Southold"Town Board of Trustees authorizes and permits thefollowing: 'wetland Permit to demolish existing dwelling and garage 1,205sq.ft. ,demolish exiting landings,stairs (75sq.f. ,patio/terraces(1 0s .ft.),existing,asphalt driveway(33 Cs t. ,and abandon existing sanitary system-'construct a FEMA compliant two-story sto welling with a 1sq.ft first floor, 1,040 second floor, 414sq.ft.attic,2+61sq.ft.wood deck and stairs,a 21sq.ft. roof over 16sq.ft.landing,and+64sq.ft. hot tub flush with deck; install an 1CA sanitary system landward of dwelling surrounded by a retaining wall that is 195.5 linear feet in length,varying 2'-2 1/21 maximum in height, placed three( feet off of the property line,and covered with veneer stone and cap; add±180 cubic yards of fill material for[/A►system; install A.C. unit on a stand on north side of dwelling; install a stone blend parking area in the front yard for two +cars, install French dram on south side and French dram under deck to capture drainage,and to establish and perpetually maintain a non-turf buffer area throughout the seaward side/rear yard;with the condition that the retaining walls be 3' off the property line and no higher than 2.5' in height with native plantin s surrounding the retaining walls,on the adjacent property lines; all as:depicted on the revised site plon prepared by Young Associates,received on July 9,2024 and stamped approved on July 1% , 2 . fN WITNESS'' ►HERE F,the said Board of Trustees hereby causes its Corporate,Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. W frA, Q P4 W v 3 9 r , a 9 Q k i Jfi Lo, 4 y y _ a L t AN Jf s r 3 Jf - -- - e a o e P _ o _. __"Wiliam. _ -..�.. .5. i� `-_ _----- --- -. �- .l�.A..7�lV.�AM MR wrK Kimm - -- .- - z.' 7i1 .ii .. - A •- "Vag. ,.�OF,w� �.WN.M - - _ - _ � - 400 0610' %dise Avenue,Warhead,N©w York 114101 - te1.6917=7MOS tax.691.72?10144 am,r MIN FROM ANY DOOR OR K-NIPOK - a�dmlr>#�r+rllr�e�ering cram 1-IYDPAULIG FWZC-1L.E • ioeii -MF6 BY T1UF-11TE('TYP} 1 V 9CALJ~i NTS VRML. C TRAI"`�IC� _ E�'_ARlNEr Y - 6 z 2 5TORY ' - LL7C.1CIN6 _ sk 1 FRAME HOUSE * 6 _ C-AST1+16S TOt.L7C.K1N6 ED g � 1 1 trig iB BROOMS) KIN, 6RAI2L 4 PYC:f'If"E CASTING TO •4'PVC PIPE = F�e85 a 1 MIN. R1M•T5 •I.t7o%MIN. 6 - — _ — T14 1z-6.5_ HEALTH DEPARTMENT USE _ Fowwu CONG.C47V R CUT At PAC BUILVI" "am3- SCAWN&SLAB FtEiTAROW NLALl IEa526 051 VENT 4 On M*415 _ a� Op SEE DETAIL FOR z CLAM C-014` fi4=TYfS W C IA.CAONCREM MANHOLE: C{JN1qE11T 5'PVG - - - --- - TO - - - T � - T _E `le x�4'1 F�CAST SANITARY�IN�POOL WO SAL 11A CK3 Gt)NGRETE SOLID RING TOTAL OF 0)FOOLS S MVL.C4 -S MF65 By t"LUlGL.EAN USIA AL.TERtATE SYSTEM CIONCRMTE fTYP.Or-2? IV PIA x4' ftk7fANOY CALCULATIONS BAST JA ^l.�z F.lEARINf�_ SOLID R1N6 OW(V OKM MVLV Cl!"MF6,EW KU C1-'AN US 1^EI6H°�'463 L.88.R�FYL-�Etr11N6 T1� _ %-JA--,EF H ENT FOR THE STRL�TURVV THE!rgar*W STRUCTURE WILL W PAPMAL LY SUBMER61EPTO A OMPTH Cr 0.52'0 1t3 crlxr�c�tYE rINM 0:1b), Cie THE!YGUUMe CAP 6RCLga**4ATIE+Z.P15PLACW 5Y THE ST7 U0,TURE V-ARIA+x SLVME a® THE P0644T OF THE HATER DISPLACED 23Y THE!PAtTIALLY 5LeM!tl5Et7 9TR1)GTURE W all 5A Of x 62.4 L B6.FUR C1'a 5ft L J86- H16HEST A�YING6 A SAFETY FACTOR Or 15,THE tJFWJW PCJRC�MUOYANC:Y)EXERTM CIS THE EPDXY _ � = W1 PARTIALLY gowoei26ED STF447L Z 15 5W x 11-5 all W5 L.BS. CAPA-1w - THE VOV4#1A1iV FORCE OF 469 L B5.151 THAN TM UPNiARi?FORCE(LNC.LU[WIN6 � l a r_. SArt=y 1-AcTc�OF is)or a L Bs- ,T� m AN AmITI ANAL.278 LBO.OF (TYP.OF 4) -��_ A6,10,6ORZ,19 AMP POY411ER SUP!-L r ENGINEER'S CERTIFICATION voirtolAR 7 FORGE IS Fes. AWLS KITS&0 IN I'PVC CONDUIT - �. END VIE 04 E7ETAIL .� � OW(2)6 x6mx6'L ON6 Ca m WAMS all 94 CP THE ADDITIONAL r]C�l^N1+1NfW F ORCE rRt7+l DW an3.0 GP x 150 LW.XF all4W LML SCAt�i FITS M-E&CONDUIT ww - > _ - Sm�z 1 MACIOOK Fungi CL� AIR BLCUi"lER AERATOR W.YOUNG.ALY.S L S-NO 4 3n � PANEL THOMAS C.WOLPERT,N.Y.S.P.E,No.6M i1UTtET PIPE DOUQ AS E,ADAMS,N.Y.&PE NO.SOW 4'DLXET e _ 4 _ L 1raft ELEGTWC AL ONE-LINE VIA RLA M _ SURVEY FOR _ RI HARD JENSEN A KASIA JENSEN 11 fim NCTEi ALL CO7 ID UIT5 VET10il!EIEN PANEL.Ales T - TREATT TANK MUST BE SEALED TO PR�VMtT LOT�J t�N - - m - - � "AMENDED,MAP A PECONZC BAY ESTATES" FM KFI COM!'"ICATION DEVIM at Arshamomaque,Town of Southold - i0L1 PLANVIEW •C•MF6 BY�RHOML Suffolk County,New York -wwa�s S 18•MA►HME _ 24•9044CLE _ MP - _ _OMOVAO nPEXM BVhL. D*PE•R#IYT SVRVEY CBurty Tax Mw sbuict 1000 secow 53 ewe 06 tat 21 - - , — - - - - 4 FIELD SLUAVEY Ct?#A.E`iEb SEP'T.16,2021 Record of Revisions L I 1 AL YIS J DATE F - - - - FI14- IA - VCRft.10ralmrot k9mmy TiT E s t 1pruw=boxtat- AIRSEC77ON A-}_VIEW SECTION B-D VIEW A-E LINE TV, 5UF'ff3'L_Y w.�1c;LL=AN� Scale-NT5 W ID CONTROL t' Na. 11A OATS MvL.aEN-3 Mf=&.BY FWIC I-=AN USA E 14 SLGI+��R 3GALPI M�s awe.2021_t?240Jip7 2 t3F 3 ,o, er .,aarx�,s��sc�c�ra.�.t. s�o�s+MM € � ,_ _ 1. € .... 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Box 1179 Leslie anesJeisn°ran, Chairperson Patricia A.carnpora � Southold 11971-0959 XN! �g 0 Eric Dances < Robert Lehnert,.Jr. Town Amex./First Floor u 54375 Main Road(at Youngs Avenue) Nicholas P lananl �ntoeo 'ED a � � �� "�� Sou, 971 UNVf% ��U� L".ter f 4 http://southoldtownny.gov ZONING BOARD OF APPEALS 12 2 2023 M Ay 2 5 2023 TOWN OF SOUTHOLDto ohold el. (631) 76 5-1 '9 T w , To' Clerk ` ... FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 187 2023 ZBA. FILE: #77+ 4 NAME OF APPLICANT: Richard C. Jensen, Jr. Estate of Richard C. Jensen PROPERTY LOCATION: 4155 Bay ,Shore Road Adj. to Shelter Island Sound)Greenport NY SCTM: 1000-53-6-21 This application was referred as required under the Suffolk. County Adrninistrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 19, 2023 stating that this application is considered a matter for ideal deterrrrination as there appears to be no significant county-wide or inter-community impact. LWRP, D ,TE,R w INA,"f'I0N: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Tower Code ,and the Local Waterfront Revitalization Program LWR.P Policy Standards. The LWR.P Coordinator issued a recommendation dated .April 26, 2023. Based upon the information provided on the LWR.P Consistency Assessment Form Submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT froze Coastal Consistency Review. The subject, non-conforming, 6,771 square feet, .201 acre, rectangular- sha ed waterfront.... p - r nt lot, located in the R4r-0) Z.Oning District measures SL.00 feet along Bay Shore Road, then runs east 133. 4 feet along a residentially developed lot to the south, then runs north 33.28 feet, 16.29 feet and continues 3.31. feet along the`tie line' a the approximate high water mark at the Shelter Island Sound and them returns to the roadway, 141.32 feet along a residentially developed lot to the north. The subject parcel is developed with an existing single- story,wood-frame `ranch' type house and detached single-car-gange,(to be removed)and proposed two s°tory, three- bedroom wood-frame house with an attached rear deck, and, itiground pool (S'U'biect of this application), proposed waterproof wall located in the front yard establis ung a p nth to contain new ew It,movative Ad �ar�ced(I/A) � Sanitarysystem), proposed single-car parking area, a 10 '-et wi de n,oti tr.rr r,f er landward of a tear rac y silt i`e ce to be used during construction)and a 20 feet buffer seaward of the same temporary silt fence,as shown on the.survey prepared by Howard W. Young, Licensed Land Surveyor, and last revised .January 16, 2023. BASIS 0 SAP'. L lCA`l I N- Request for"variances from. Article .: III, Section 2 0-124 and Building, Inspector's January 4, 2023 Notice of disapproval based on an application for a permit to demolish an existing dwelling and to construct a new single fa.r-nily dwelling at; 1 located less than the code required r,ninirrrurrr side yard setback of 10 feet.; 2 located less than the code required m inimurn combined side yard setback of 25 feet; located at 41.55 Bay Shore Road (Adj. to Shelter Island Sound) irreenport, NY. SCTM No. 1000-53--6-21. RELIEF REQUESTED: The applicant requests two variances for the demolition and reconstruction of a single- family residence with a proposed single side yard setback. of 6.2 feet where the code requires a minimum of 10 feet and a proposed combined side yard setback of 1 feet where the code requires a minir-nur-rr of 25 feet in order to establish, a FEMA compliant structure. The proposed two-story, -bedroom residence will have a footprint of Page 2, May 18, 2023 #7764, Jensen SUM No. 1000-53-6-21 approximately 991 square feet with an attached wood deck of approximately 229 square feet and an attached inground I ootprint is 1,328 sq. ft. swimming pool of 108 square,�f6e,t; total proposed f ADDITIONAL INFORMATION: The applicant is the son of the owner, who originally developed the lot. .......-. ........,I°mprovements on the existing parcel are covered by the following Certificate of Occupancy: #Z-491 dated January 11, 1960 covering a single family dwelling The applicant provided a document illustrating 'Existing Site Conditions' coordinated with a submissiort of several photographs relative to the current condition of the property. Based on field 'inspectio,n by the Board 'it is noted,that the subjectpareel does, not have the benefit,ofaseawall of any, type, like those maintained, by, n,eighbors, on, either side of' the parcel, aid clear eviderice of natural tidal action is Visible, iricluding disruption to the structure's foundation caused by erosion. Furthermore, the applicant illustrated that the existing residence was built with a single-side yard setback of 3.9 feet and a combined side yard setback,of 4.84eset. As part of the site's redevelopment the applicant proposes to increase the setbacks to make,the house,more code conforming. The applicant pro poses to construct a new FEMA compliant residence with conforming front and rear yard setbacks. In order, to install a new, [nn,ovative Advaticed (1/A) sanitary, system, the applicant proposes, to,'raise the front yard i Inth", with a, retaining wall, extending aroutid the frOnt l0t lines between, grade, by 21".5 feet and contain [tw`thin, a ",pl,' adjacent rieighbors to the north and, SOLA11, Ltp� to the fa�ade of the nt.--*,w rcs dence. To comply with FEMA re re ts,,, the applicant will Naive afirst-floor elevation of 8.5 feet conforming to Flood Zone AE6. q,t,,n rnen1 The app licant provided a propose site plan,, zoning analysis, first floor plan, second floor plan, attic plan, roof plan', and exterior elevations(all unn Urnbered)prepared by Paul S. Fiore, Registered Architect and dated January 16,2023. No member of the public or an immediate neighbor spoke in favor of or against this application, however, a resident living across the street from the subject parcel shared their concern relative to construction trucks and worker vehicles tn parking on the shoulder of the road. I�[N D IN OFFACT/ REASONS FOR BOARDACTION- The Zoning Board of A ppeals held a public hearing on this application,on May 4, 2023 at which time written and oral evidence were presented. Based upon all testimony, docul men tati on, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant tn and makes the following findings: 1. Town 1,aiv, §267-�(31(b)(U, Grant of the variance 'requested will not produce an, tindesirable etian,ge in, th,e character of the neighborhood or a detrinient to nearby properties. The Bay Shore ad neighborhood,established + 'lots of varying, irregti,lar in 1933 as Peconic Bay Estates., consists of residentially develaped tiptand and watet ront and non-confon-ning lot sizes most of which were developed prior current zoning. 'Many lots havebeen red eveloped or substantially renovated in recent years. It is required throughout Soutli,old 'Town toren.ovate to FEMA standards when alterations exceed 50% of the value of the structure,Siniprovetnent, when located in affood,zone. As a result of the low water table (approximately 2 feet) and proximit� to the, econic Bay,/S,he1tei, Island Sound, the redevelopment of this parcel will have little to no visual impact, on the conitn,unttv. As, ct irrently ex 1'sting,, , th, 11 oses ri tn , site's redeveloptnent. residence is actually closer to the side yard lot lines timn, the appl,"cat�lt,, P-op , the exist"n, Individuals using Bay Shore Road or Peconic Bay will not be able to clistingtrish, betweeil, I g and proposed C) 1&_ setback conditions. However, the need to elevate and retain the grade change of the front yard in order to install an upgraded sanitary system will have a visual impact on the streetscape 14, Page 3, May 18, 2023 #7764, Jensen SCTM No. 1000-53-6-21 2. 'ro,wn ,L,aw, §,267-,b(3)(b)L2L., The benefit,sought by the applicant cannot be achieved, by some method, feasible for the applicant to pursue, other than an area variance. As a result of the site's original developnient and the lot's narrow width of 50 feet.) almost any structure proposed for this site will require some form of variance relief. 1 3. Town Law §267-hQJ((b')Q),,, The variances granted herein are mathematically substantial, representing 38% relief from the code relative to a reduced single side yard setback and 35.6% relief form the code relative to a combined side yard setback from the code. With consideration,the applicant could propose maintaining the existing conditions,while making the new residence FEMA compliant and adding a second story,which would have a greater impact on the community. 4. Town LanA267- 3')(b)(4)*, No evidence has been submitted to suggest that a variance in this residential � !9 community will have an adverse impact on the physical or environmental conditions in the neighborhood. The app licant must comply with Chapter 236 of the Town's Storm Water Management Code and install a new I/A sanitary system. However, the need to elevate and retain the grade change of the front yard in order to install an upgraded sanitary system will have a visual impact on the streetscape. 5. 1ow n "I'aw §267-bL31f1b)'' )*11 The difficulty has not been self-created. The applicant's father developed the site prior to current zoning and was Issued a Certificate of Occupancy in 1960. 6. Town Lam.L26,74) Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit,of the det'nolitio'n and reconstruction of a single-family residence with a proposed single slide yard setback of 6.2 feet and a proposed combined side ya,r'd setback of I.6.10 in order to establish a FEMA comp liant structure consisting of a two-story, 3-bedroom reside tice wi'th,a footprint of approximately 991 square feet with an attached wood deck of 229 square feet and an attached inground swimming pool of 108 square feet while safety and welfare of the community. preserving and protecting the character of the neighborhood and the health, RESL ION OF 1"l-lE' '),AR,,D,: In considering all of the above factors and applying the balancing test under New IO , * York Town Law 267-B,motion was offered by Member Planamento, seconded by Member Lehnert,and duly carried, to GRANT the variances as applied for, and shown on the survey prepared by Howard W. Young, Licensed Land Surveyor, and dated September 9, 20,21 and proposed site plan, zoning analysis, firstfloar! plan, second floor plan, attic p lan, roof plan,, and exterior elevations (all unnumbered) prepared by Paul S. Fiore, Registered Architect., and dated January 16, 2023. SUBJF,CT TO THE F01.4WWING CONDIVONS:1, 1. The ap plicant is to apply for and receive a Suffolk County Board of Health permit for the 'Installation of an Innovative Advanced (l/A) sanitary system to service a three (3) bedroom single-family residence. 2. The applicant is to conform with the Town of Southold code and maintain a minimum of two parking spaces on the subject property. An updated site plan is to be submitted to the Zoning Board of Appeals prior to the issuance of the Building Permit. The applicant is to receive Town of Southold Board of Trustees approval and NYS Department of Environmental Conservation approval or letter of non-jurisdiction, for the proposed work. 4. All construction and,con,s-truction, equipment, including workmati, vehicles, are to be contained on site, at no time shall cot strticti,on 'ttitert7(-,*re with the use of Bay Shore Road nog's-hall construction vehicles be parked on the shoulder of the road. This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Board ofAppeals,f ail ure to comply with the above conditions may render this decision null and void Page 4, May 18, 2023 #7764,Jensen SCTM No. 1000-53-6-21 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature far an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays andlor a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board ofAppeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature oJ'the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPOWFANT11,M—ITS, ON "rH'E APPROVAL(�)GR,AN'T'ED-11',,,F,'f,R,,Ed''IN' Please Read Carefully TIME L,!-N-"..TS ON TIIIS APPROVALL,Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three O consecutive one (1) year terms. IT IS THE PROPERTY OWNERS R-ESPONSIB . STY''TO EN SURE COMPLIANCEWITH' THE l ESCRIB'Elkl)H ERY'l."N. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Acampora, Dantes, Lehnert, and Planamento (5-0). -L, s he Kanes Weisman,, Chairperson Approved for filing 401) /2023 natlionalgr id July 8, 2026 Richard Jensen 18 Tower Dr Maplewood, NJ 07040 Email:CURRIE,JEUSENOYAHOO.COM, JENLI(&,OWENCONSTRUCTIONCO RP.COM National Grid WO#GIBE1 9098217—4155 BAYSHORE RCS, GREENPORT To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York"811" at least 2 full business days, not including the day of contact, prior to digging by calling "811"or by using the website littm.1ingw rk-81 ll.comt. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this"811 Pf call. If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY #1 natffiionalgr�id AEBA Developer Communication—August 21,, 2025 Beginning December 31, 2025,New York's All-Electric Buildings Act(AEBA)will prohibit most new gas hookups for buildings of seven stories or fewer. The impacts of this change could be significant, especially for"inflight" projects, and National Grid wants to do what it can to help developers make informed decisions. On July 25,the Department of State Building Codes Council (Codes Council) issued final rules on implementation of the AEBA. Under those rules, starting December 31, 2025,the only projects eligible for a gas connection will be those that either: (i) already hold a valid building permit, or (ii) have submitted a"substantially complete building permit application"--one that, 16 in the judgment of the local authority having jurisdiction, contains all information needed to confirm compliance with the State's Uniform and Energy Codes. Proiects that have not met one of these two benchmarks by year-end 2025 should anticipate being denied gas service and, therefore, must plan for all-electric systems.Note that it is the local jurisdictional authority (e.g.,the municipal code enforcement official)that determines if a project has submitted a"substantially complete building permit application"—National Grid is not part of the building permit process. Although the Public Service Commission is evaluating a limited exemption to allow new gas connections where grid constraints make electric service impracticable, no procedures or timelines have been announced,,and the exemption is expected to apply only in rare, location- specific situations. In short, to preserve the option of natural gas service, developers must have a building permit or a "substantially complete building permit application" before December 31, 2025; projects that miss this deadline will most likely be required to proceed as all-electric. If you ask National Grid to proceed with gas infrastructure for your project now,you risk forfeiting your deposit/letter of credit, if applicable, unless you have a building permit or a determination by the local authority with jurisdiction of a substantially complete building permit application by December 31, 2025. If you have questions for National Grid regarding your project,please reach out your project manager. nat*ionalg�rid July 8, 2026 Richard Jensen 18 Tower Dr Maplewood, NJ 07040 Email:g,,URRI E,,N, &Y6HOO-COM; JEN N r,OrWEI CON TRUCTI ONCORP.COM National Grid WO#GBE19098217--4155 BAYSHORE RIB, GREENPORT To Whom It May concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. By Law, excavators and contractors working in New York city and Nassau and Suffolk Counties must contact New York"811" at least 2 full business days, not including the day of contact, prior to digging by calling "811" or by using the website s or 1 I.co . This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this"811" call. If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Z092?/-4p 4 Evan T. Steffens Senior Supervisor Gas Customer connections NY nati'onalgr�id AEBA Developer Communication—August 21, 2025 Beginning December 31, 2025,New York's All-Electric Buildings Act(AEBA)will prohibit most new gas hookups for buildings of seven stories or fewer.The impacts of this change could be significant, especially for"inflight"projects, and National Grid wants to do what it can to help developers make informed decisions. On July 25,the Department of State Building Codes Council(Codes Council) issued final rules on implementation of the AEBA. Under those rules, starting December 31, 2025,the only projects eligible for a gas connection will be those that either: (i) already hold a valid building permit, or (ii) have submitted a"substantially complete building permit application"--one that, in the judgment of the local authority having jurisdiction, contains all information needed to confirm compliance with the State's Uniform and Energy Codes. Projects that have not met one of these two benchmarks by year-end 2025 should anticipate being denied gas service and,therefore, must plan for all-electric systems.Note that it is the local jurisdictional authority (e.g.,the municipal code enforcement official)that determines if a project has submitted a"substantially complete building permit application"—National Grid is not part of the building permit process. Although the Public Service Commission is evaluating a limited exemption to allow new gas connections where grid constraints make electric service impracticable, no procedures or timelines have been announced, and the exemption is expected to apply only in rare, location- specific situations. In short,,to preserve the option of natural gas service, developers must have a building permit or a "substantially complete building permit application"before December 31, 2025;projects that miss this deadline will most likely be required to proceed as all-electric. If you ask National Grid to proceed with gas infrastructure for your project now,you risk forfeiting your deposit/letter of credit, if applicable, unless you have a building permit or a determination by the local authority with jurisdiction of a substantially complete building permit application by December 31, 2025. If you have questions for National Grid regarding your project, please reach out your project manager. IS 1,, IE E L � STRUCTURAL ENGINEERS May 1, 2026 Tracey Dwyer Building Permits Examiner Town of Southold, NY RE: 4155 Bay Shore Road Greenport, NY Dear Tracey, Siegel Structural Engineers recently submitted a permit set for 4155 Bay Shore Road. The structural framing conforms to the 2020 edition of the Residential Code of NYS. Please reach out to us if you have any questions. Best regards, Helene Woodvine Associate Principal Siegel Structural Engineers 0:617.244.1612 1 www.siegelstructural.com 1 860 Walnut Street, Newton Centre, MA 02459 TEST HOLE BY McDONALD GEOSERVICES er) DATE:08/16/2021 10:30am EL=3.7 0.0, AN M3 DARK BROWN LOAM 2 3 (OL) 1.0* ZONING BOARC)OF APPF-ALS BRO N CLAYEY SILTY (MH) CMF SW EL=L1 2.6' ilk WATER IN BROWN CLAYEY SILT S (MH) rA q 5.0' 0- 4e- WATER IN � t ry.'ro-, BROWN FINE -T4 TO COARSE SAND WITH HEAVY GRAVEL 5,.j)D&%*4 C00C too* ?AibV'C- Of- k 561009'04"W 13-0' 'A C)G 140 -,15A C lev� x) P05SID A- 110N \AO V\ 3.31' 0 0 -0!0 HIGHEST EVECTED 145 43 GROUNDWATER EL--LI 5-094 f-p- 641 'z 4 giootM 509001'5r'E �--$- 16.29' -,�0 3.21 -10 -it ;WA !D-04 -Z ;Z- SE vOOT- PhIC 0 102 0-,p X, 40 C Avl� Bldg Dept copy fn X,0 'i -xm ZBA 'P Fmal reviewod 4 "ts OCUM CMF Mle* ZSA 3-65 C OD R fFL 1� 4b .4 + ata` - -ob Lot 75 -0 Oc 00� 0 0 0 x 0�00 T 0 4-38 <7 0 041 4.4 e 0 0 �4 + % V? V + 7 .0 A� 0 0 'CP- Tj TH -,q 4.25 GFL 'v -A V;O*E 3 t A Afl t a f- IAO%J�u ji -w— i ool 0 cli 04 IL CMF NO Jh g4DOW 4.20 Oki I 142 vvl� 0 1 \- ir vt N S)IXS -to lag-� b&q%5v-w1 01 NaCrE C twj Cq 501 NOTE:THE INFORMA +4.19 \14 j SITE PLAN REFERENCES IT ?v0?05ST-) 0 #100,10, WeNyIng'S�'t SURVEY'PROVIDED BY YOU OUNG ENGINEER DATED JAIL.16,2023. NOTE-5 16 January 2023 FOLEY FIORE ARCHITECTURE 4155 BAY SHORE RD Proposed Site Plan I 2W-0ff 316 Cambridge Street Cambridge MA 02141 617.547.8002 B1;V 4 6 3 a5sso2S DRAWING SYMBOLS PROJECT DIRECTORY DRAWING INDEX NEW CAST IN PLACE CONCRETE 3 A0.0 ) INTERIOR ELEVATION LOCATOR OWNER ARCHITECT STRUCTURAL ENGINEER A000 Title Page �.. SIMPSON SHEAR WALLS (See Structural) 4 RICHARD & KASIA JENSEN FOLEY FIORE ARCHITECTURE (FFA) ENGINEER NAME S-Series Structural Drawings /''! OEXTERIOR WINDOW& DOOR # C-Series Civil Drawings ^' BATT INSULATION REFERENCE SCHED. 19 TOWER ROAD, MAPLEWOOD, NJ 07040 316 CAMBRIDGE STREET, CAMBRIDGE, MIA ENGINEER ADDRESS 02141 f �' O INTERIOR DOOR # REFERENCE SCHED. 917-617-1739 PHONE NUMBER Al 01 Proposed First Floor Plan SPRAY FOAM INSULATION 617-547-8002 A102 Proposed Second Floor Plan 1.� Cl- ;= _`; FOLFY FIORE ARCHITECTURE ELEVATION MARKER CURRIEJENSEN@YAHOO.COM EMAIL Al 03 Proposed Attic Plan KASIAKMK@HOTMAIL.COM INFO@FOLEYFIORE.COM Al04 Proposed Roof Plan 0 EXTERIOR ELEVATION LOCATOR Al 21 Proposed First Floor RCP Ao.0 Al 22 Proposed Second Floor RCP \y�P�EDAf?o Al 23 Proposed Attic RCP A200 Proposed Exterior Elevations 40 SECTION LOCATOR A201 Proposed Exterior Elevations �T� "O 025 �o¢� O N A300 Building Sections A301 Building Sections A330 Sound Attenuation Building Sections SITE SURVEY - SCALE AS NOED (11)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A IAOLATOON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAM.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF rD4CES.(D)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEALL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR YMOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)t CESSPOOLS(CP)SHOWN NERECON ARE FROM riELO OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York I1101 goaagawnatlt F�4tel. 651.7212303 fax. 631.72'T.0144 Nadmin®youngengineering.com TEST HOLE \ Watery /� BY M E:08/1 /2021 1 RVICES Howard W. Young, t wTthQublic , DATE:OS/16/2021 10:30an Thomas G. Wolpert, Professlo al Engineer bwc11ing', EL--3.7 0.0' Douglas E. Adams, Professional Engineer 35 DARK BROWN LOAM Daniel A. Weaver, Land Surveyor w 8 E (�' 1_ GENERAL NOTES TO CONTRACTOR� t BROWN CLAYEY SITE DATA n SILTY gamg warides s (MN) AREA = 6,771 5 FT. -� ewEL-t.t 2.G' Q• 1.ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL,STATE AND LOCAL BUILDING CODES,AMENDMENTS, RULES, CMF WATER IN *SUBDIVISION-"AMENDED MAP A PECONIC BAY ESTATES"FILED iN THE REGULATIONS,ORDINANCES, LAWS,ORDERS,AND APPROVALS THAT ARE REQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION \ BROWN CLAYEY OVER THE WORK. IN THE EVENT OF CONFLICT,THE MOST STRINGENT REQUIREMENTS SHALL APPLY. SILT OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 19,1933 AS FILE N0.1124. N, O S (MH) t -4 50' o * VERTICAL DATUM =NAVD(1988) 2. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL VISIT THE SITE,ACCOMPANIED BY THE OWNER AND ARCHITECT,AND t \ rn 1 e- SHALL NOTE THE EXISTING CONDITIONS AFFECTING THE WORK.THE CONTRACTOR SHALL EXAMINE ADJOINING WORK FOR t ?n WATER IN *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO159 H LAST DATED ASSURANCE THAT NO CONDITIONS EXIST TO PREVENT THE COMPLETION OF FIRST CLASS WORK. IF CONTRACTOR OBSERVES FIELD BROWN FINE SEPT.25,2009. CONDITIONS THAT ARE AT VARIANCE WITH THE WORK SHOWN IN THE CONTRACT DOCUMENTS,THE ARCHITECT SHALL BIE \ ` �,Ot 7A t� .i STO COARSE AND WITH NOTIFIED IMMEDIATELY IN WRITING SO THAT ACTION MAY BE TAKEN TO ACCOMMODATE THE CONDITION PRIOR TO BEGINNING U. \ ° t S�bd,i%SO Cgal Est , HEAVY CRAVEL * DEPTH TO GROUND WATER = 2 FT. CONSTRUCTION. A PeC°n Watery --I (SW) * NUMBER OF BEDROOM EQUAVALENT =3 ,nded 04P with?gb1TG �1=65 OF s o ° NT * 3. IF UNUSUAL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION,SUCH AS CONFLICTS BETWEEN NEW CONSTRUCTION \ o TT Me ab C. SE q, S61 09 04 W OWTS CAPACITY REQUIRED =400 GAL AND EXISTING UTILITIES,ANY OF WHICH HAVE TO BE REROUTED OR MODIFIED,OR ANY OTHER SUBSTANTIAL COMPLICATION \ \ O A l�welUa9 p 9W OSE�LO ENpv NEzwso.,N^`� F 3.31' t3.o' * OWT5 CAPACITY PROVIDED =500 GAL WHICH COULD NOT BE FORESEEN AT THE OUTSET OF CONSTRUCTION,THE OWNER,ARCHITECT,CONTRACTOR AND AFFECTED \ ti pR0e05 p� QROP Ry FRAM 4'`tIT�E cON�Al2, Y'� bRouNDwATEREL=EST �i * SUBCONTRACTORS SHALL MEET TO DETERMINE A FAIR AND EQUITABLE SOLUTION AS EACH ISSUE OCCURS. CONTRACTOR SHALL .o \ + SRN 510 M) RAL �� c „ LEACHING REQUIRED =300 SFSWA NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS BEFORE COMMENCEMENT OF A ANZ,pRy 2 gE�RO� 1.1A pA i 509 Ol 57 E * LEACHING PROVIDED =USE ALTERNATE SYSTEM SyyTEN` X �3 $5 ~a 16 2g' WORK. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY SUCH WORK UNDERTAKEN WITHOUT NOTIFYING AND RECEIVING o t\ PRO?o R�AZNZA 5 o ti°c.or, -NO f E1-' -iI' r __� APPROVAL FROM THE ARCHITECT. Ny ` QR�OF W APPNt�P"ZyEpiN `'_1. � NOTE: PROPOSED BUFFER SHALL 4.ASBESTOS ABATEMENT, LEAD PAINT REMOVAL,AND OTHER HAZARDOUS MATERIAL REMOVAL IS NOT IN THE CONTRACT. SHOULD RETAIN EXISTING t \ PRO�pL N�NGS Sc�µSsc�u° �} s '`bo THE CONTRACTOR ENCOUNTER THE PRESENCE,OR POSSIBLE PRESENCE, OF POTENTIALLY HAZARDOUS MATERIALS,THE ' �T"`• VEGETATION AND SHALL 8E PLANTED WITH NYSDEC CONTRACTOR SHALL NOTIFY THE OWNER FOR INSTRUCTIONS PRIOR TO CONTINUING WORK. s -A-6 1yGN APPROVED NATIVE SALTUj m vJ= „ FRE \\ ``- N G ' 5.WORK SHALL BE PERFORMED IN A SAFE AND ORDERLY MANNER WITH DUE CONSIDERATION FOR THE SAFETY AND PROTECTION ®+ _ t e �► G TOLERANT SPECIES ENGINEER'S CERTIFICATION tt t 6 3°00,�0 E '� \ ORAINEGK �� t J �� Q 9 Y, Z INCLUDING BUT ^ � OF ALL PERSONNEL, EXISTING SURFACES, MATERIALS AND EQUIPMENT. DUST PROTECTIVE DEVICES SHALL BE INSTALLED AND /� o t CMF N"t .:N ' °` / tlo' P t,UNotiR D 2.'` o� �� R "'- 2 A Z V J Qoo o N m LIMITED TO LITTLE I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL MAINTAINED AS NECESSARY AND AS REQUIRED BY THE OWNER OR AUTHORITIES. N, - `o EG�� C3 ' y pr O BLUESTEM,SWITCHGRASS SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR-UNDEk-MY E c Lot 75 6. DEBRIS SHALL BE CONTAINERIZED AND REMOVED FROM THE SPACE AND BUILDING ON A REGULAR BASIS, IN ACCORDANCE WITH C 3g \\�t �ogE \ ��f t o�c o dL LOWBUSH BLUEBERRY. DIRECTION.BASED UPON A CAREFUL AND THOR( DY OF THE 5 �\ ti5 Uu\ Nora�D ot\ ��$ \ G v 2�, sITE AND GROUNDWATER CONDITIONS,ALL FOCI TIES,AS PROPOSED, 6 0 QE)n o t ` Z u, AN AGREEMENT MADE BETWEEN THE OWNER AND THE CONTRACTOR. opOSED tt \\ o r CONFORM TO THE SUFFOLK COUNTY DEPARTMEN OF HEALTH SERVICES g25 FE LP S� 35 �1 P��°°R \ �', p CONSTRUCTION STANDARDS IN EFFECT AS OF IS DATE" 7.SAFETY MEASURES:AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF t3\ `ITN. i �Q V t � t 5H°W� .-�� 115' ,� :_ W> p r %p z 'LP w XW�_ © �` '\t 2�0 ��y �-; 1E� a o THE JOB SITE. INCLUDING THE SAFETY OF PERSONS AND PROPERTY,AND FOR ALL NECESSARY INDEPENDENT REVIEWS OF THESE SNO 1'' t _ 4 QocK t ' N cp,� CONDITIONS.THE ARCHITECT'S, ENGINEER'S OR OWNER'S JOB SITE REVIEW IS NOT INTENDED TO REVIEW THE ADEQUACY OF THE s Z o Ty•t 1 fb FREN =s 33 3 \ CONTRACTOR'S SAFETY MEASURES. MN b�? , iD',�\, o� � N 1 DRAINAGE CALCULATIONS a 3 w o TH io' n V 8. BUILDING SHALL BE MAINTAINED IN WEATHERPROOF& SECURE CONDITION THROUGHOUT WORK. f N .e1 �r� a ��,�p'' �,�yi` ,r MITI 3 �,��- ;s ' , HOWARD W.YOUNG,N.Y.S.L.S.NO,45893n /" THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 VOLUME REQUIRED(ROOF AREA 1) so AoN 8A1� \ DOUGLAS E.AbAMS,N.Y.S.P.E.N0.80897 9.VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, PHONE, ELECTRICAL, LIGHTING AND PLUMBING a f• '� - .w�^:�p `5' -. ., -xy�; .,,,gZ.°1.::�':3 '.. O FAME �Zg'N 575 SF x 2/12 x 1.0 =96 CF g s t =. cy ._ b, o%0 iT OF0. S.l ' VOLUME PROVIDED AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF EQUIPMENT ARE PROVIDED. USE FRENCH DRAIN'A' SURVEYOR'S CERTIFICATI01�1 TO 10. DIMENSIONS SHALL BE FROM FACE OF FRAMING,UNLESS NOTED OTHERWISE. o n I ;;�>:..�,��:�".;,;:.•.'.� -��V s Wp'SER "y0 2 D x 125 SFx0,40 =100 CF goanpauacuLLNa o „'' ^ME w EX�SERVSDoNED y�ND WE HEREBY CERTIFY TO RICHARD J E N S & KA S IA a 0 \ F6pR� Ole, RQROOF L°t 76 at�s`T VOLUME REQUIRED(ROOF AREA 2) J E N S E N THAT THIS SURVEY WAS PREPARED ACCORDANCE WITH TH 11. DO NOT SCALE DRAWINGS. IF A DIMENSION IS IN QUESTION, CONTACT THE ARCHITECT FOR CLARIFICATION.WRITTEN N t /( SED W P� \v� 101\" Est 416 SF x 2/12 x 1.0 =69 CF CODE OF PRACTICE FOR LAND SURVEYS ADOPTED Y THE NEW YORK STATE DIMENSIONS SHALL TAKE PRECEDENCE, LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. s 4 \ PRE R QROPOS ZNG WA�U SubaQzC0%N% erg VOLUME PROVIDED ASSOCIATION OF PROFESSIONAL LAND SURVEY R5. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AS NECESSARY AND BE RESPONSIBLE FOR COORDINATION WITH NEW WORK. i ` cD \ WA SCE P-15 Map A PUb1icW / USE FRENCH DRAIN'B' NO WORK SHALL BEGIN UNTIL SUCH COORDINATION HAS BEEN PERFORMED. gER 1.1P'�• ndea with 1'D x 200 SF x 0.40 =80 CF 0, ,n r' ` �W;65 PROM 1�1G5 TT AM2 C9we11�ng �i' 12.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND INFORMING TRADES OF THEIR SEQUENCE OF WORK NOTES OPERATIONS,AND MAKING CERTAIN THAT THEY HAVE COORDINATED THEIR WORK WITH ONE ANOTHER.GENERAL CONTRACTOR I. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 SHALL SEQUENCE WORK IN THE MOST ECONOMICAL AND EFFICIENT MANNER TO BENEFIT THE OWNER.OUT OF SEQUENCE WORK DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 WHICH IS REQUIRED TO MEET THE INTENT OF THE CONSTRUCTION DOCUMENTS, OR DIRECTED BY THE GENERAL CONTRACTOR Jensen Residence / 2. THE DE516N ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5CDH5 SHALL NOT CAUSE THE OWNER ANY ADDITIONAL EXPENSE. \ / REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. SURVEY FOR 13. ERECT AND INSTALL ALL WORK LEVEL, PLUMB,SQUARE,TRUE, STRAIGHT AND IN PROPER ALIGNMENT. CMF / 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT RICHARD JENSEN �C KASIA JENSEN 14. PATCH AND REPAIR FINISHES DISTURBED OR DAMAGED BY REMOVAL OR NEW WORK OPERATIONS, OR AS REQUIRED TO 4155 Bay Shore Road SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. Not ACCOMMODATE NEW FINISHES.WHERE REMOVAL OF WORK EXPOSES HOLES, CRACKS,ANCHORAGE INSERTS,OR OTHER LEGEND / 4, AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE LOT 75 IMPERFECTIONS,THEY SHALL BE SUITABLY REPAIRED BY THE GENERAL CONTRACTOR TO MATCH THE EXISTING ADJACENT SURFACES. Greenport, NY \ ` MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO n ESTATES" ALF - (ALUMINUM FENCE / \ \ ingw`thQub1(`WQter, TTHE APPROVAL OF TCOUNTY D A R TSER OF HEALTH ION F_ THE SGDHDHS) PRIOR AMat Arsh moms ueCOT wn of Southold ELECTRICAL OPENINGS IWORK SHALL BE IINFIIL ED. PATCH AS REQUIRED LTO MATCH ADJACENT FINISHES OF EXISTING CONSTRUCTION• CC =CONCRETE CURB ` t lOws11 ACCORDANCE WITH ARTICLE Icl OF THE SUFFOLK COUNTY SANITARY CODE. q PATCHING MATERIALS SHALL COMPLY WITH FIRE RATED CONSTRUCTION REQUIREMENTS WHERE APPLICABLE. Suffolk County, New York 05 CLF =CHAIN LINK FENCE �- t 15.WHEN PROJECT IS COMPLETE,CLEAN AND POLISH GLASS, HARDWARE,AND OTHER SUCH ITEMS WITH FACTORY FINISHES. ' CMF CONCRETE MONUMENT'FOUND f t REMOVE ALL DUST WITH TREATED DUST CLOTHS OR VACUUM CLEANERS.WASTE AND REFUSE CAUSED BY THE WORK SHAiLL BE C4 CM5 =CONCRETE MONUMENT SET \ \ �� BUILDING PERMIT SURVEY REMOVED FROM PREMISES AND DISPOSED OF BY CONTRACTOR. CLEAN SITE AT END OF PROJECT. REMOVE DUST, DEBRIS,,OILS, CSW =CONCRETE SIDEWALK t / ADJACENT AREA LOT GO\(Ei?�►GE Date: DI =DRAINAGE INLET t �� STAINS, FINGERPRINTS,AND LABELS FROM EXPOSED SURFACES, INCLUDING GLAZING. EOP =EDGE OF PAVEMENT t ` '" „- ADJACENT AREA = 6,771 SQ. FT. Aril 16, 2026 County Tax Map District 1000 Section 53 Block 06 Lot 21 p c IPF =IRON PIPE'FOUND EXISTING i OL ON PROPERTY LINE / I STORY FRAME HOUSE = 55150. FT. = 12.'1% FIELD SURVEY COMPLETED SEPT.08,2021 Revision: � o = o t RO ROOF OVER °h \ GARAGE = 54D 50. FT. = 5.190 MAP PREPARED SEPT.09,2021 WIF =WIRE FENCE t / Watery LANPINC75 k 5TAIR5 = '75 50. FT. = 1.1% REVISION Record of Revisions DATE Permit Set blic ASPHALT DRIVEWAY = 33a 50, FT. = I,a90 WSF =WAKES FENCE \ we1li withPu PATIO = 125 50. FT. = 0.6% BP DATA AMENDMENTS MAR_1920 2 WSF WOOD STAKE'FOUND \ W55 =WOOD STAKE SET �d GENERAL AMENDMENTS DEC 06 2022 =UTILITY POLE ` TOTAL = 1,141 50. FT. = 25.8% GENERAL AMENDMENTS JAN.16 2023 GENERAL AMENDMENTS JUNE 09 2023 =FIRE HYDRANT 1 �'��ED ADD DRAINAGE AUG_29,E_0.23_ i =END OF DIRECTION/0I5TANCE \ 2 STORY FRAME HOUSE _ q7O 50. FT. = 14.e5% AMENDED BUILDING PERMIT DATA OCT_17,2023 / \ WOOD DECK 4 5TAIR5 = 525 50. FT. = 4.955 GENERAL AMENDMENTS OCT_27,2023 ROOF OVER = 21 50. FT. = 0.5% GENERAL AMENDMENTS NOV_17,2023 LANDING = 16 50. FT. = 0.2% TOS TRUSTEES DEC_14,2023 Scale: TOS TRUSTEES MAR_01 2024 W `" --�_____ _� t TOS TRUSTEES/SCDHS NOIA#2 TUN 28,,_2024 TOTAL In 1,552 50. FT. = 111."7% NYSDEC MAR.12,2025 As Noted Title: 20 0 10 20 40 60 � I 20 Title Page ISLAND VIE " = ' g W LANE JOB N0. 2021-0240 Scale: 1 DWG.2021_0240_bp7 1 OF 3 Sheet: A000 FOLEY FIORE ARCHITECTURE 1 RED A/7 �S.FlpR�'j�� F Shy O25523��Qk O N 2 A300 SET KNEEWALL AT 5' I ' I I 7' _ 8„ ! I! I! ' 5'-7'+ HD HT 241 SF [51.3%] I 1 I 1 I —ATTIC STORAGE ;, I i �y /-- - - 1 ;--� 7'+ HD HT 228SF [48.7%] � � � I � 7' HD HT LINE DNII 2 A431 4 T� 3 I 1 I 2 A201 5' HD HT LINE I I ��' I I I I `�\ I j A200 2 7117 j I I r _ 'I --_-J KNEE WALL SET AT 5 A301 - I , Jensen Residence 4155 Bayshore Road, Greenport, NY Date: Revision: 5106125 Pricing Set 1 A201 Proposed Aftic Subfloor Scale: As Noted Title: Proposed Attic Floor Plan Sheet: Al03 FOLEY FIORE ARCHITECTURE 2 - A300 "-- ED ARC S.F/OR F O N --- --- — ---- - - - - 10"/12" --- -- --- -- - 0„/ 2 -- --------- -- --------- ! I I I I I i 26 29 I ' I DN I i I - I A300 I " I 31 I 1 i i I ; • , I I j I ! i I I j 10"/ 12"I rq 1 . A301 Jensen Residence 4155 Bayshore Road, Greenport, I' I DN I 1 I I NY Date: Revision: 5106125 Pricing Set VMI/00—=S,�'-011 Roof Plan Scale: As Noted Title: Proposed Roof Plan Sheet: ,A104 FOLEY FIORE ARCHITECTURE ?,1i Apo Flo 0.0251 0 IN --- A300 A301 2 --- A300 it k29 1; 1 208 ii itI II I L II t it AL[TI" STANDING METAL SEAM ROOF 11T 1_1 ILI J, IL I JJ I L P ILLI 11 it "L11-1i_itu I-.It I"t E 2 Yl) a_LJLLL 1 LI 1 1.1 —1-11,11LIAT Jul t L'_ 111�,Ljl Ji—'U' LLItI.-L.! Lu JIL, LIA, 1111-1, —It 1_1 1: LLLI it LIL It— __1 . STANDING METAL SEAM ROOF -1[_J! 11 j 11-1 f-l-I -I, !Lll !I- a_1_ Il j! It IC 4 11 1 1LILL Proposed Attic ril tldi�[L J 1-1 ij_1111,1 IT T! 1, Proposed Attic LL� ]1 111 Ll 1; !,1 11, 11 L�.�i-11 1 1,11 !LL- 111[ 1 li! L11 I !L;I ld ll jLl_�_ _j_L1-L_jL _ILh__I!_ILILIl1Jl E-11 ]JULLiLITL _.T it I i 1 1 I I I I PIT Subfloor 11 li 1, it 1: 1 Subfloor —2 7' �i Ll I L,1-1-j H h!] 11 Q 1 11 L111 !I I LI tjl! Ell LI LF, -1 LL 11 11 111 ill L 1� 11ill L I I I !I-k, _i,Lt Ii !I I UI !LL 11111t U1, 1 1-j''L I l: II Li I j ij LLIJ ti 3 1& 27' - 3 11 1/ J ii it]I Il It I i li 1-11 1 1 1 :411 .1 L-L! I I t 11 i: 1 -1 i ILj IJI P I ; —1 l,1: 1 -7 1 iT, 1111 LILI l'- T� Lilt, L L, Jji A -11-i L L lj_J�J� ILL] It U I I[ I]-it- 1-1111 ILI, --It' LJL u 1j, 1111.1 1 i i [-,I ILL IL t-I I� 11 11-h-Ij U IL I- II 1�_ I J id! ii ji !T.ft -1 I_I_IiL�j Ly"i 1-ii-I JI --III L J-1 1-11- il 1 ILi ILLUI 1; L 111] 11-i It J, h"J Ill- 111. -1--] 11--f-ii -1 i 1 I. Ii.-I lit j T� Ir J! L Jill 1�1_11 L-ILILL Jul L Ill J! ji I I _11i,,_!1 iIII-E lIH Lt 11 J, 111 1 L" L 1- 1 t -JI-LILLU� Ltj -ILL 1 J-111 lj_L� I Alu"Ll Li—Ii I ILI 1_j[_LIj jL 1 ILI il d LL LI-1 ii ull 1JU-1 i I ti_1 lujiLT, [t-It- _111. jLA-AT IA Lt il, j L_I,� 1�� 1i I.1 ll I W LI, ji 11J] 1_7 it 1ii-I 11111 SIDING MATERIAL 2 JI-ILLI-11 111-1 L"-L_ 11_ i'll,_11] IL J-1 I U -11 LU I'll L �I L!-ili-11,hL it �1_11_111l_hlhlj� ht' lill"I I Ii.i �11_1! Ll i�ll 1", 11-lb - -1 ol� Ll� --i!_ LlhL !'�ILJLIL r J _ILLY _11 _11� Juii 1, JtALL Ilk T Li 1 2 A t,[ 24: !L1 i I it-il ilijbil-LI-11 ii 1,1_1J_I1_d[ 11t1j �tjj LL 1_� !! 1111-11 1 Ji I[ IL METAL CLAD OVERHANG i IlIl-It-I H I I - jt- j L Dil-, LI 1 11 111!L. [1 T.O. Second Floor TO MATCH ROOF IJJ_ _jj_!I-1 l� 1! i; il ji Ltt -I 1_ illyt 17 Jill 11 jiltIl Im li l! 1Ij 11' NIII hJ11- -I - Ll T_L_ 'ILLI-JAIJI-11- -1 -1, ]1 -1jili 1 i lj1'_j'[__[�'t�_Ij__1 111: T.O. Second Floor I-A L_ SIDING MATERIAL I 11 11FIj Subfloor All Subfloor I 1111 NI 11 11 — — — — — _� _11 _,, I� 14_,� 'i 111 11 It it i L.Lij mi I Jill Ljj _TL;l it ii 1 11 1 it f I It I T-L, j In! 11 1-1 !L i 111ii-ALLiAL-11 ! , I ' ' , I-T"ill 1_111� I i 1 18' - /2" IJ [I !1 [11 till' , ,i ,l 11liLl—i jL1_I_11t_i1i TFT i NiLtl I��l l� i I i I 1! 11 it I 1 11 11 1 1111 11 1111 11 IH 11 1111 !1 1 1 i 11 1 -ILLfi ; i7i [lilt L I - li T�jlj 44-44 T 1! It Jensen Residence I I!_1.11 JT I_111-1 1-Ij_L 1,4 1,1�__L jil WOOD SCREENING _111 1111 1 ]IJ i,i,�I it lj_�i _111-IT f 1 11 1,", 1-! Ll 1�; 11 I'll I I I il� t[ III. I[ , I � !- I� ! / \ / \ 11 �l jIj 1 11_jL 1 �111fi 11�_ 1-li_i[iij 1] !� E IL [Lil 11 L]IL-11-1 JL -L I'Ll 11 1-1 1,J it f Il"Ll 1 ILI it il !I i111-it A- -1� 1111 1! [LL U111.1 Aff-k I. l IL 1111 t J 1� l�_. jj_ L 11_1 it I -W i.1 ,, !_�.Ll 1- -1 L 11-11,L-I I- Ij- If I il it I uld L LI 11 IL A-Ul-I r �// �, L-LILLL 11--iL ![I[ !J iLiilt' ILLIJ L-il 11WIL-1-1. I ii it_lil�I 11L L _111JI J U ii1111 WOOD HANDRAIL flfl]! ILL,, til 11 Ii-tu! [I'Jul SIDING MATERIAL I Ji It j Li LI-1 --1 L-H t,',..!!--1 11 it 11 j it L-1 l I-I i I �i Li! I i i I_ !I j I I I � LIJ-1 I _11_� li-] 1, L A Ill Lt 11 1 Ali 1 1 ii-tt I It Lit Li I-11 7� Hi T METAL STANTIONS & CABLE RAIL �15 Ij III j J-11-1 i.1 11.LJ t-Jil i L I it I i 1.11-til-I JI-11 III ji-I i-IL-1-1 1 J!.-I I I-!A IJ 1-11 -1 D-lid!J I LJl1__t, i�_ll_jI __I1Ll!_1j_11jE' I!1j, 11 Lill _UE ] LI It _]l Ill l' 4155 Bayshore III ,ul- j1A 1111 1. LI-11 IL-1 1_1L 111-11-1 IL LILL-1,-! '111 _11-I I I,]Li 11 t I ll� 1 IL I di 11 1111-1111 LI l_11il Il J-'J ULL�Iji-ii till I-Ij, l [I i Ll 11 _J_Ll 11 U 11111,11, �_Li i- 11.11!_!�_jt III it T" 9 Road, Green port, Ilk llliL Id ii L 1,7- 1111[1 111 t-hil, 11-11--d 0 i� U.1-1 It I,[ _11--a-ii L__11-1� -1 _1 1-d-I 1�j [],It I l! iTELI �Lp [T]ILINY 1, _bl!J i 1111 -11 Ll 1! Ll !I t!_111 1L J i i il�JJJJJ� 111111.-1!1-11-Itt.-Ii-t, _.I_'Li 11- I-L j-1 1 1.1 1 1. 1 1[ -1 ii i, Lj T.O. First Floor I_' il it -i 11 11 it 1 1 Jil I - 'I I,T i �3'�! �1 1�A ' I III III I I li iill� it ii-i , Ll LI 111 11 _UI til L�_U j 1L!_I11!__jjA H! 11 �.Jil _1 li-Ji- -LE i� I_LiJi 11 l I it J l� 1,1 1�1_ III !I __[Ij j It -dI. -1. JI ILL 111 LI i! ii.LLi L L L i�iI V__-1 It �Lj ll 11 11,11 1!j i __jL[_IIIIA _Lt ft III-] I[I i 11 H I L T.O. Firis st Floor 1_jj IT DiLL _iJil !-I'll I i Subfloor Subfloor L-li-I _1JJ 1,-1 -it 11 11 h I ULLI W L U."D 111 5 ii it I L-11-111-IlliT-11ii !I H fl-JI L11 1 8' - 5 7/8" 1-111A1 I '1 81 7/8 111 -LII ii li il it Date: Revision: T 1 1 III-, il,4 I I] I h I I, I I It 17 11 1 1 5106125 Pricing Set BLUSTONE STEP Pro Proposed West Elevation Proposed North Elevation 114" if-Off 1/4 If 1 1-011 Scale: As Noted Title: Proposed Exterior Elevations -NL�_` Sheet: A200 FOLEY FIORE ARCHITECTURE IS D Ay S.Flo 0 2 A300 A301 A300 --- it 300 it At Lit - it Ili I j1L it li i ;I i i it 1! 1 1 1 i� !i it STANDING METAL SEAM ROOF !I hL 1 Lit i 1 ILt F I LI-LILLIJ! i I i,�i It u i IIII J 1!J t ij ILI I Ili _�LJ N (I II ICI it It I it It I-YA�jIl 1� _1111 JL III Ali ii J-1-l-i�it �LLlll [T 11- Lt h 1! Ll l� I 1-1 t! d,"LI It t I Ll 1 Lj III 1-1.11-1 1 L-1 tj J1,11-1 i I� Ll-�'i T� 1 lni` I, I _ 1-1:1 11-11_1�ii- 1- _1 L 11 1_Lj il 11I ill 111-1 � 0011L. J11 I-WI-Ail L STANDING METAL SEAM RZOOF r II �JLIJAIL !! !_' !1_ I-!!- lt�! -!!-I I_1� 1-I-1j, it -i Jis iil_. II, ILL, 11--d j- _Ltlid L-d-L L Ll Proposed Attic Proposed Attic '26 li'Lit, L.111 I.,J I I t L LI i 111-1 1111 l 1. �i 1A 1-1i_j!_11 11-1,-1 !LL I LJ I__11L L111--IL 11-iL ll j lij 111 Subfloor 6--,, IIIIH Hi --,I [ill 11 Im 1 ijll� jtmi � Ilu !I I Subfloor III 27 - 3 I ILI!1 !1 _ij__ : L! 1 L!L,__1 L 1 J I L� 1L 11 1 11 11 L�jt li�4��44 1 LLj I I LI !L11 1� �� tt[L it I �'L 2T - JII� I I i �I 1 1 It1 11 1 - -1 1 lit LILI-11 il 11 iL !I i i it L-t i L 11 �_J_JLLJ Ji-J-1-11-LIL 1-1-IJI-Ij Li I Lb i J1 1-11i P I_L1t_jLL1LJLiJ ILI Ji Li. 1!-Ii ILI I T 11-i Ll ILI i I jl" fl-I 1 [L- L-t _1 i 11 IL 11 1_1 � A litili I Ll ii III I i i AI Ll LIDI LI i �LILILJ _jI JUL ii 11 1.1 LILJ,LiLL 1111,L]" LULEL L-1,11-ti-L-1- 111 70/m/ 'I i Ill Lf 11 J 11 1,[tt- ILI _I�j 1 1-11 _1 -IlLd L 1--it-1 20 j _11-11-L111-il- I I ILI L]_111-L SIDING MATERIAL 1 11 11 11 /1 -1 11 1 lu, �_j 'Uj 1111 11-W ♦ 11.11 11�J 111 ILJ!-,[III-111A 111-11 U _11-111111_1� i'LT' 11 Is. I 1 -1[l"-'.- � 1! 1 1: I I Lit_11,11-I - J-11-11-11b, L LL j,' I L1 1 R I I-LIL-1 j-1 1L SIDING MATERIAL 2 fi -11- lj! !1_1 11-_1 I i_i Lt", --I �:t.N_j L _L1 lu,fl-, i j LAI 17 L 1-111111 ! T.O. Second Floor 'LJL�L[LIIJIYU 1-1 T.O. Second Floor 11tt111 11--k it I i SIDING MATERIAL I ijl�_] 1 WL ILLI! A11-ll-,111 11i 1'.. [I-L It"a-1 IL _ L.Il 1_1 1_1 A� 1-u U-1 11 28 itj-1--jul Lj 'It _1[-I LIJ It , 1��__JLI_LLJI Ii [it _j �Ljtjj I iQ[ijL_j_l d i'_11 , I _T �—I , i I _1[ Ij l 1 1 1-1 1 �L I. tit 11, li it it ii fj _lt III III� J I Subfloor I LLi. LN, if I I I 1 11 -i LLQi_�! 1! Sull -1— — — — — — - LILL lj� - U it�,J]L _I1j_L11__,J1_,1j �__uu_i! ii-Ij [Llfil ill 11 ki 18' - i, I,, J;jl L-11- Ill !I liIit 11! it I- I I I -I L, It fl 11 -11111 -1 J I TE I T I 17 A i1_11-L! j] IIII iIJ11ji 18' - 2 1/2" UL.11 1111I I L-L '7��LII i! !-' ,Ti i I LA 11-4 -T-71 Aj Jensen Residence T," 1'�ji-i-I I [LI 11-I'LL! I ii� [It 'I[i] LILL!, 1-1 1-1 i-J-1_1 L' Li -ILL' J, it Il- D/// / / // J il-d J //j///// 1'IJ L�!' tj I I �i I I Lt �ii i ii-th WOOD HANDRAIL _,j UIL -I Li!i 1 1 ii____LL LI LILL 1 il i-i 1_1 LI-J! Ii. i-1, Lit 1j,I L Ili LlJ i L-L" ji I 1 1-111 Ll� 11 11 11iji- I-LL-1i L 11 j it- I !I I L"k-II--it i J L j 11 L Lij 11- ---------I it ill--J t J11:_[Lfit] 1 L L-1 �_f I] ill 11- It ,'1 11-41:1_1 71_1 L:j j, 1 Li 11 —1 i AL-1 1 tu-1 1 1YA ul-J u _";1_j t��Ll L"II. 11-i-Li j_,"L J'iLit ays ore L i Lit '1111, YIL�I 1 11 111 !j CKD 1LI _.A _j IT III It Jul 1,�LLI_I�d_J11,1 LiU-11JU - 1 -1, �L, r I L[ �_i I! ,11! I]-]� METAL STANTIONS & CABLE RAIL T� ti ill, 1; i '' j[ 11 1 i H 1 1 1 1 11 !: I I Ii 1 !1 it-11. L-E _1111 [Ltill ILILL 1111 _LI Il I[ ',I I i 1 1 iL I Lt 1 1111 It I L L q L I I I L It-11--1 L I i U WOOD SCREENING -7 12 L_ T.O. First Floor It Date: Revision: �i it j it 11 it It ! I it ill 1 L ILI I _11JI-11i _L I I' 8' - 5 7/8" 14-111- 11 i �1 ii Jj -i L ti I-l-i i- jj it 7 5106125 Pricing Set 0 Proposed East Elevation Proposed South Elevation Scale: 1/4f' if-Oil 1/411 = 1 1-011 As Noted Title: A Proposed Exterior Elevations Sheet: A201 SECTION BUILD-UP KEY: 1 - ROOF: R-49+ -STANDING METAL SEAM ROOFING -GRACE ICE AND WATER SHIELD / ROOFING PAPER AS REQ'D ' -5/8" PLYWOOD (SEE STRUCTURAL) I L. A -ROOF RAFTERS (SEE STRUCTURAL) -5" CLOSED CELL INSULATION, R-35+ FOLEY FIORE ARCHITECTURE -4" OPEN CELL INSULATION, R-14+ -STRAPPING -GYPSUM BOARD W/ SKIM COAT 2 - EXTERIOR WALLS: R-20 &5ci -ALASKAN YELLOW CEDAR SHINGLE -SIDING VENT / DRAINAGE / FURRING STRIPS / RAINSCREEN -1.5" RIGID INSULATION, R-5+ -SOLITEX MENTO 1000 MEMBRANE AIR & WATER BARRIER. SEAMS TAPED W/TESCON VANA �EDgpo -1/2" PLYWOOD SHEATHING (SEE STRUCTURAL) -2x FRAMING (SEE STRUCTURAL). FILL CAVITIES W/ INSULATION, R-20+ L� -INTELLO PLUS MEMBRANE AIR BARRIER & SMART VAPOR RETARDER -FINISH MATERIAL. SEE INTERIOR ELEVATIONS �Tq No.02553��Q� O N 3 - FLOOR SYSTEM: R-30+ -FINISH FLOOR, TBD -314" T&G ADVANTECH -FLOOR SYSTEM (SEE STRCTURAL) -OPEN CELL INSULATION, R-30+ -1/2" SHEATHING -STRAPPING -FINISH MATERIAL, TBD (3) 20" LVL I I 12 I ! 11 I[7; OC. I (2) 9 1 2" LVL 3 1 1 7 8" LVL 3 11 7 8" LVL Proposed Attic j O / O / = Proposed Attic _ _ Subfloor — — — - -irvv`t,,-v-v=cy'v�tafvV-t.U_ � � - it — " t, - -�n�� i u oor 1 1 7/8"O.W.J. @ 16" O.C. — — 27 1 1 7 8 O.W.J. @ 16 O.0 f �- o — — 27' - 3 1/8" L11aJI'IT-11 11 �1i ;4 ll 1-,11 1Ll L[_11_!I it li_la.!L11� L.ii_' i 1lli l \ (3) 2x6 O ! `n 3 2xb 1 1_, ,1 - !ALi'I _iI:ULJ' LL '�11 li-fill LI it � � I LI11!_i � (3) 7 1/4" LVL o i_ll,' 10 Imo)_lJ 00 \ (2) 1 1 7/8" LV li , (3) 2x10 111 J 1! 17_ I I Ii_:J_ l 11['�_i !i Did,1i_fil,l lr_l!ly�l T.O. Second Floor -r -I`_ '— ___ _ T.O. Second (Floor Jl� IU _ 1 _ I "v Subfloor Subfloor 1 1 7 8" O.W.J. @ 16" O.C. o / @ l -_.;�L1 U_l._l1.€j__11 ;, 1 1 7 8 O.W.J. 16 O.C. I 18 - 2 1/2 Il lil l l 11 li l 2x8's " 2xs's 2x8's . Jensen Residence I LEI ,I W14x26 J L 1LL_;,_11__ / (3) 9 1/2" LVL (3) 2x6 !j'' PAD OUT WALL 2" FOR r III / \ °0 i�i._1J_l l;-�.1 / [!lit, DOOR ao O _' I' i..l: " I' I h T 4155 Ba shore (2) 11 7/8 LVL � IL1L; ._i�_1L� 1L1_L �11 �_11 _ _ ", - - - - -- - a` �T�._! _,LLI ( 0 Bay shore 1' �� I C� I.1.1 1' .I - Road G eenport -' 11 11111 1 flit \ i ` 1J1 i!_-1J it !i iYl i I111-111 L \ (2) 1 1 7/8 LVL ®® i ! ' 11._1 r_!i.J1i' \ , I_i Li_!L.J it NY _ �L__; _1-1_'! il_ \ / \ _l i.l _1,.1Li W 10x26 L I .11J:rL 1.. �iU!1 I T.O. First Floor 1i J!_l 1 T.O. First (Floor ii i( " 11_ i - ! _ Li Subfloor �i l I I' Subfloor 1I1, IL 1 J-L1.-L I�' J _LJ -.1-1;-11--L�---- -i \ / 1+J(�.� 4—�_u \. }I 1_I i Ill_'„I!' .1 �!_I, II! 11 7 8" O.W.J. @ 16"O.C. fli - T 1' l_l..i( I, li.l_i l 11 l li 7 1 4 LV .. : - T Date: Revision: — — 8' - 5 7/8" — — L's 1 1 7/8" O.W.J. @ 16" O.0 11 7/8" O.W.J. @ 16" O.0 PT 2x10 @ 16" O.C. — 8' - 5 7/8" '�, - - 5/06/25 Pricing Set I_ I_—_— I— _� _ - �_ . �. ♦ a r . . ' . � � . . . . ) • . � `�_ - _._ • _ _—_ . � ` _ . ' . .-. ._ • �tl —_—_ _—_—_—_—_ _—_ — — — — —_— _ — — „ ( III —III' . _ •_ I I I I— I II I — I — I I — _ — — — — . , ' ' _ • , _ •- _ . _ - �- • _ , � -.. , ` . -. , .. -,` .� �d� —I I—I I —I — I I—I I—I I �Q — —_ — _ —Li — —_— - - — II _—III— II— - - I—II —II—II —I ; _ — —_ - - -_ - - - - - - - - - - -IIII—II d : d Foundation --=1- =N�=I — - ;aI =�T�=I � — I =I =1-I =N-l= — — — — — — — _ Foundation -1 I I I I I—I I — I I— I — I I �� — I. I — I —1 I —1 I -1 I I -1 I —I Scale: 2 Proposed N/S Section @Entry 1 �� _ � �� — — — — 1/4 - 1 -0 1/4 - 1 -0 As Noted :Wn Title: Proposed Building Cross Sections Sheet: A300 SECTION BUILD-UP KEY: 1 - ROOF: R-49+ -STANDING METAL SEAM ROOFING -GRACE ICE AND WATER SHIELD / ROOFING PAPER AS REQ'D ' " -518" PLYWOOD (SEE STRUCTURAL) -ROOF RAFTERS (SEE STRUCTURAL) -5' CLOSED CELL INSULATION, R-35+ FOLEY FIORE ARCHITECTURE 4" OPEN CELL INSULATION, R-14+ -STRAPPING -GYPSUM BOARD W/ SKIM COAT 2 - EXTERIOR WALLS: R-20 &5ci -ALASKAN YELLOW CEDAR SHINGLE -SIDING VENT/ DRAINAGE / FURRING STRIPS / RAINSCREEN -1.5" RIGID INSULATION, R-5+ -SOLITEX MENTO 1000 MEMBRANE AIR & WATER BARRIER. SEAMS TAPED W/TESCON VANA ��ti� DF ocy� -1/2" PLYWOOD SHEATHING (SEE STRUCTURAL) P -2x FRAMING (SEE STRUCTURAL). FILL CAVITIES W/ INSULATION, R-20+ INTELLO PLUS MEMBRANE AIR BARRIER & SMART VAPOR RETARDER * � t -FINISH MATERIAL. SEE INTERIOR ELEVATIONS sT� �0 025 O N 3 - FLOOR SYSTEM: R-30+ -FINISH FLOOR, TBD -3/4" T&G ADVANTECH -FLOOR SYSTEM (SEE STRCTURAL) -OPEN CELL INSULATION, R-30+ -1/2" SHEATHING -STRAPPING -FINISH MATERIAL, TBD I I ! (2) 1 1 7/ L8" LV ! � 12 10 .fib IIProposed Attic — ❑ _ Subfloor i 11 7/8" O.W.J. 16" O.0 o 27' - 3 1/8"❑® — — - — — I. 1 J if�11.1 it ' i-;11, l_i 111' 'i.11 l 11_ I11! li 1 / Ij ! (4) 1 7 8" LVL i_1- 11.11-1I !)_ h1 1.!J!_I LL❑L1❑- i_'I (2) 11 7/8" LVL -L'11._l1_.i - i ! + (1) 9 1/2" LVL _ Ll ': lI JI l 1 1! ILi1 !1 :. i li__I!i[`_Jl_I ! ! 3 1L I! !ij i.11_11_ 1l❑Ii- �_I�'.._11�_�_I.1.li f� (2) 11 7 8 LVL Iti 1, ' T.O. Second Floor — — ❑ i!, 1! ! 1❑' _ Sub_floor II - �� Jensen Residence _>11L>Jl__ 5 1 2" LVL 1 1 7/8"❑O.W.J.J. @ 16" o.c. "' 18' - 2 1/2" 11 � i l I I. I• o — 01 r 1L1. �,�1_l ❑J Eli :.,; ❑ � !� W14x26_1J. il_1-�1�a llli❑i' L_Li 'l !1_L 1111_L1 i 4155 Bayshore w _!-L�Ii.il!iJi_ _:11 i1 ..!l1:_ o ❑1iI11L Road, Greenport, Lll I; (2) 2x 10 ao NY IU"I Id o ❑1.11_ .I ii-.tl L'1i�i�..I.t.1 !.l 1.] 11,]❑i!1 1 I1-� w ❑ ®® �I! ji�Li I I]-[[ L_ ii: I (I i, it ii'- 1,.11111111;!J1 Date: Revision: JJ T.O. First Floor �_. 1��i_i-11-1-!1 _I!_1: Subflo4r -r — 8' - 5 7/8„ 5106125 Pricing Set 11 IL _i;_I-_i �_ !-:' � 1 1 7 8" O.W.J. @ 16" O.C. PT 2x10 @ 16" O.C._ — iii lilt l' ;I I' I I— _II I—_ Scale: — —_❑ICI❑-�- I ❑❑- -❑I I ❑-I ❑_❑_ -�I ❑❑__ �❑I ❑-� I ❑ ❑❑❑I ❑-I- ❑—1 I 1-1- ❑ ❑❑-1 I ❑-I-I=I- FOund�tion— -3/4" As Noted ❑ ❑I ..I I ❑I ...❑I —... I❑ I_I ❑ ❑... I❑ ❑ ___, ❑ ❑ ❑ ❑ ❑I ❑ I❑ ❑ ❑ III I❑ ❑I;, Title: n Proposed ENV Section @ Living Room Proposed Building Cross Sections Sheet: A301 IRP* 3 DRAWING SYMBOLS PROJECT DIRECTORY DRAWING INDEX NEW CAST IN PLACE CONCRETE 3 A0.0 ) INTERIOR ELEVATION LOCATOR OWNER ARCHITECT STRUCTURAL ENGINEER A000 Title Page 4 S-Series Structural Drawings SIMPSON SHEAR WALLS (See Structural) i RICHARD & KASIA JENSEN FOLEY FIORE ARCHITECTURE (FFA) ENGINEER NAME OEXTERIOR WINDOW& DOOR # REFERENCE SCHED. 19 TOWER ROAD MAPLEWOOD NJ 07040 316 CAMBRIDGE STREET CAMBRIDGE MA ENGINEER ADDRESS C-Series Civil Drawings ' 1 BATT INSULATION , , , , � I 0INTERIOR DOOR # REFERENCE SCHED. 91 7-61 7-1739 02141 PHONE NUMBER Al 01 Proposed First Floor Plan SPRAY FOAM INSUILATION 617-547-8002 Al 02 Proposed Second Floor Plan FOLEY FIORE ARCHITECTURE Al03 Proposed Attic Plan ELEVATION MARKER CURRIEJENSEN@YAHOO.COM EMAIL Al4 Proposed Roof Plan Ak KASIAKMK@HOTMAIL.COM INFO@FOLEYFIORE.COM P Alt o EXTERIOR ELEVATION LOCATOR Al 21 Proposed First Floor RCP --- Ao.o Al22 Proposed Second Floor RCP �F-DAi? Al23 Proposed Attic RCP aG Q NIM. A200 Proposed Exterior Elevations * ' SECTION LOCATOIR Ao.o A201 Proposed Exterior Elevations O 025S%-3�o�� O N A300 Building Sections A301 Building Sections A330 Sound Attenuation Building Sections SITE SURVEY - SCALE AS NOED (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COWS OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OPR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTNTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS((CP)SHOWN HEREON ARE FROM FlELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. / 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.?2-1.2505 fax. 651.721.0144 N odmin@youngengineering.com -/-- TEST HOLE \ �at + +thpUb1`C ''� BY McDO GEOSERVICES Wne DATE:08/168/16/2021 10:30rnn r9 Howard W. Young, Land Surveyor `pWe11i '/ EL=3.7 o.0i' Thomas G. Wolpert, Professional Engineer yl DARLOBARMwN Douglas E. Adams, Professional Engineer - y `°L' GENERAL NOTES TO CONTRACTOR 1 of Robert 5t meki, Architect h £ \ BROWN CLAYEY SILTY u � (MH) lj CMF ` GW EL=1.1 2.61' 1.ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL,STATE AND LOCAL BUILDING CODES,AMENDMENTS, RULES, WATER IN SITE DATA REGULATIONS, ORDINANCES, LAWS,ORDERS,AND APPROVALS THAT ARE REQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION BROWN LCTAYEY " ' ^ OVER THE WORK. IN THE EVENT OF CONFLICT,THE MOST STRINGENT REQUIREMENTS SHALL APPLY. 1 got 7q ay Ote? L s (MH) * I, AREA = 6,771 SQ. FT. 2, BEFORE COMMENCING WORK,THE CONTRACTOR SHALL VISIT THE SITE,ACCOMPANIED BY THE OWNER AND ARCHITECT,AND \ + bd v�g+OC\" B ESt Z m 5.or SUBDIVISION- AMENDED MAP A PECONIC BAY ESTATES FILED IN THE \ + Su Qec°�+c oter� m1 � OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 19,1933 AS FILE NO.1124. SHALL NOTE THE EXISTING CONDITIONS AFFECTING THE WORK.THE CONTRACTOR SHALL EXAMINE ADJOINING 'WORK FOR 'Ri �^ ASSURANCE THAT NO CONDITIONS EXIST TO PREVENT THE COMPLETION OF FIRST CLASS WORK. IF CONTRACTOR OBSERVES FIELD 2d MQp WiihP�b�ic� ++ 1 AmgC\d CpWe„�n9 � �� WATER IN BROWN FINE * VERTICAL DATUM =NAVE)(1988) CONDITIONS THAT ARE AT VARIANCE WITH THE WORK SHOWN IN THE CONTRACT DOCUMENTS,THE ARCHITECT SHALL BE TO COARSE NOTIFIED IMMEDIATELY IN WRITING SO THAT ACTION MAY BE TAKEN TO ACCOMMODATE THE CONDITION PRIOR TO BEGINNING SAND WITH HEA S�AVEL ' SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO159 H LAST DATED CONSTRUCTION. �1 SEPT.25,2009. OF 0 561009'04"W rn 3. IF UNUSUAL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION,SUCH AS CONFLICTS BETWEEN NEW CONSTRUCTION + + Sivp P�SUM SED�-DC.t'I DAo � ` 3.31' ��y 13.0)' * DEPTH TO GROUND WATER = 2 FT. WHDICHISTING COULD NOTIES,ANY BE FORESEEN ATICH HAVE THE OUTSETO BE OF CONOUTED STRUCOTIONOTHEIED, OR ANY OWNER ARCHTHER SUBSTANTIAL ITECT,ECT CONTRACTORAND IAFFEICO AFFECTED A \ + ti� pROP�ARY Sy 65) pROQO y FRAM 1A132 T, HIGHEST EXPECTED * NUMBER OF BEDROOM EQUAVALENT = 3 ' 6 \ v3 Sp,NY GRppEE " 2 SSOR OOM) 509°01'57"E (Jl GROUNDWATER SUBCONTRACTORS SHALL MEET TO DETERMINE A FAIR AND EQUITABLE SOLUTION AS EACH ISSUE OCCURS. CONTRACTOR SHALL * NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS BEFORE COMMENCEMENT OF o o �16.29 � OWTS CAPACITY REQUIRED =400 GAL WORK. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY SUCH WORK UNDERTAKEN WITHOUT NOTIFYING AND RECEIVING + °FEx. L,gO y„ 3.21 r * OWTS CAPACITY PROVIDED =500 GAL \ AQPp015,45 F E bF cam" 1� � APPROVAL FROM THE ARCHITECT. 5A�TLSA oONtiq � W CP Q * LEACHING REQUIRED =300 SFSWA ga��°W, bA IDS N Lot 75 * LEACHING PROVIDED =USE ALTERNATE SYSTEM 4.ASBESTOS ABATEMENT, LEAD PAINT REMOVAL,AND OTHER HAZARDOUS MATERIAL REMOVAL IS NOT IN THE CONTRACT.SHOULD + + RQ SooNS rf Subdivision-"Amended Map A 5 `VIP P -�L - Peconic Bay Estates" '� (I1 THE CONTRACTOR ENCOUNTER THE PRESENCE, OR POSSIBLE PRESENCE, OF POTENTIALLY HAZARDOUS MATERIALS,THE PROPaNZN(,W u" rc `' CONTRACTOR SHALL NOTIFY THE OWNER FOR INSTRUCTIONS PRIOR TO CONTINUING WORK. 3.02 E/ ! 4.31+ U+ o v m G ENGINEER'S CERTIFICATION !+ o ' Wua 1 i o 2 c� �J ouxgdgmmg 5. WORK SHALL BE PERFORMED IN A SAFE AND ORDERLY MANNER WITH DUE CONSIDERATION FOR THE SAFETY AND PROTECTION + CMF NT3 ��£ i' �� v� + z5 `6iTtt N �' m !.� "I HEREBY CERTIFY THAT THE WATER SUPPLY S AND/OR SEWAGE DISPOSAL OF ALL PERSONNEL, EXISTING SURFACES,MATERIALS AND EQUIPMENT. DUST PROTECTIVE DEVICES SHALL BE INSTALLED AND ( � 6.35 + + W 4' 9 ( ) V T 3.65 1D' \ / \FFL y ! 1 Q SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY MAINTAINED AS NECESSARY AND AS REQUIRED BY THE OWNER OR AUTHORITIES. Z o o o o �` DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY-Of THE-SOIL, 4.38 t ll 3 m a c� ft1 Z N �'' SITE AND GROUNDWATER CONDITIONS,ALL FACILI - 5,A5 PROPOSED 6. DEBRIS SHALL BE CONTAINERIZED AND REMOVED FROM THE SPACE AND BUILDING ON A REGULAR BASIS IN ACCORDANCE WITH /�� ` eZ E-ti � LP ^'+ 7r U ! g O ! o I � � CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F HEALTH SERVICES AN AGREEMENT MADE BETWEEN THE OWNER AND THE CONTRACTOR. l -' 4.47 R �� 1 r\ TTL o (n p a + �'� / �.P TA 1 p + d m !l 35 6 CMF �D�� n �� `� y o CONSTRUCTION STANDARDS IN EFFECT AS OF 5 DATE. i f ,r 1 + LQ 4.1 \ W + p 0 a ='� pP w ++ `'d 7. SAFETY MEASURES: AT ALL TIMES,THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF `\\ N �,�i �\ N 1 fE �_ +4.74 R013 ! � � �= THE JOB SITE. INCLUDING THE SAFETY OF PERSONS AND�PROPERTY,AND FOR ALL NECESSARY INDEPENDENT REVIEWS OF THESE 2 Q 10' '1 ' 4.05 0 1333 ! CONDITIONS.THE ARCHITECT'S, ENGINEER'S OR OWNER'S JOB SITE REVIEW IS NOT INTENDED TO REVIEW THE ADEQUACY OF THE 0, �+ O a \ �� ,�_ b !! CP 1 CONTRACTOR'S SAFETY MEASURES. ` + 4+ �� 5Z5''TH � �: �GFLS Zo! STONE DSO ! HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n 8. BUILDING SHALL BE MAINTAINED IN WEATHERPROOF& SECURE CONDITION THROUGHOUT WORK. Uj Ao' + THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 ` - ✓ y' L-� `� paA SE DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 o + O 4 O eRpPOg � ✓ - O�AO„� Hoy ' 9.VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, PHONE, ELECTRICAL, LIGHTING AND PLUMBING AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF EQUIPMENT ARE PROVIDED. so "EWAyS�3°O E Ep 0V�pOOR SURVEYOR'S CERTIFICATION-- _ _„ 5 .J01I(afgRyt 10. DIMENSIONS SHALL BE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE. 0 �/ PROPO R , of CMF F�MC iERSERNE 5NOw� 7b `+ *WE HEREBY CERTIFY TO RICHARD JENS 44 KASIA , o ✓ ++ \4.20 3 42 6ARA �XISSL S�BE AgANoO Lot �S\on- ES'i�tes J E N S E N THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH TH 11. DO NOT SCALE DRAWINGS. IF A DIMENSION IS IN QUESTION, CONTACT THE ARCHITECT FOR CLARIFICATION. WRITTEN N SCE �bdtiv ic.SO4 CODE OF PRACTICE FOR LAND SURVEYS ADOPTEDtY THE NEW YORK STATE DIMENSIONS SHALL TAKE PRECEDENCE, LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. s ` +419 \\ OS�p�A�RSER ed 5113 AW per- CONTRACTOR I- ASSOCIATION OF PROFESSIONAL LAND SURVEX�RS. NO WORKOSHALL BEGIN UNTIL SUCH COORDINATION HAS BEEN PERFORMED. FOR COORDINATION WITH NEW WORK. PROP a �(\ehd e1br9 / 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND INFORMING TRADES OF THEIR SEQUENCE OF WORK 0: ` `+ � - NOTES OPERATIONS,AND MAKING CERTAIN THAT THEY HAVE COORDINATED THEIR WORK WITH ONE ANOTHER. GENERAL CONTRACTOR I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. HOWARD W.YOUNG,N.Y.S.L.S.N0.45893 SHALL SEQUENCE WORK IN THE MOST ECONOMICAL AND EFFICIENT MANNER TO BENEFIT THE OWNER. OUT OF SEQUENCE WORK WHICH IS REQUIRED TO MEET THE INTENT OF THE CONSTRUCTION DOCUMENTS, OR DIRECTED BY THE GENERAL CONTRACTOR Jensen Residence 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GDH5, SHALL NOT CAUSE THE OWNER ANY ADDITIONAL EXPENSE. REPRESENTATIVES SHALL OB5ERVE THE INSTALLATION OF THE OWT5 AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO SAGKFILL.. SURVEY FOR 13. ERECT.AND INSTALL ALL WORK LEVEL, PLUMB,SQUARE,TRUE,STRAIGHT AND IN PROPER ALIGNMENT. CMF �'' 5. THE- SUPERVISSTEM ION OF A FUJIGLEAN START UP NILL SA REPR SE COMPLETED /E.UNDER THE DIRECT RICHARD JENSEN & KASIA JENSEN 14. PATCH AND REPAIR FINISHES DISTURBED OR DAMAGED BY REMOVAL OR NEW WORK OPERATIONS, OR AS REQUIRED TO 4155 Bay Shore Road A + ACCOMMODATE NEW FINISHES.WHERE REMOVAL OF WORK EXPOSES HOLES, CRACKS,ANCHORAGE INSERTS,OR OTHER Greenport, NY LEGEN[) ++ 4, AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE LOT 75 IMPERFECTIONS,THEY SHALL BE SUITABLY REPAIRED BY THE GENERAL CONTRACTOR TO MATCH THE EXISTING ADJACENT SURFACES. b�;PUcwatec� MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED "ITO "AMENDED MAP A PECONIC BAY ESTATES" OPENINGS IN CEILINGS, FLOORS,AND WALLS AS A RESULT OF REMOVAL OF THE EXISTING MECHANICAL, PLUMBIING AND with THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) PRICOR ALF =ALUMINUM FENCE ` ++ iDWe TO APPROVAL OF THE I/A OWTS REGISTRATION BY THE SGDHS IN at Arshamoma ue, Town of Southold ELECTRICAL WORK SHALL BE INFILLED. PATCH AS REQUIRED TO MATCH ADJACENT FINISHES OF EXISTING CONSTRIUCTION. q PATCHING MATERIALS SHALL COMPLY WITH FIRE RATED CONSTRUCTION REQUIREMENTS WHERE APPLICABLE. CC = CONCRETE CURB ` ACCORDANCE WITH ARTICLE Ici OF THE SUFFOLK COUNTY SANITARY CODE. Suffolk County, New York CLF =CHIAIN LINK FENCE 0 N CMF CONCRETE MOONUMENT FOUND + 15.WHEN PROJECT IS COMPLETE, CLEAN AND POLISH GLASS, HARDWARE,AND OTHER SUCH ITEMS WITH FACTORY FINISHES. N RK SHALL BE CMS =CONCRETE(MONUMENT SET 10 ` +\ ��'-' HEALTH DEPARTMENT USE BUILDING PERMIT SURVEY REMOVED FROM P EMIS S AND DISPOSED OREMOVE ALL DUST WITH TREATED DUST THS F BYOR VACUUM CLEANERS.WASTE AND CONTRACTOR. C EAN S E AT END OFEFUSE CAUSED BY THE PROJ CT. REMOVE DUST,, DEBRIS,S, OILS,S, Date: N CSW =CONC:RETE SIDEWALK h °" °" DI =D)RAINAGE INLET - STAINS, FINGERPRINTS,AND LABELS FROM EXPOSED SURFACES, INCLUDING GLAZING. EOP =EDGE OF PAVEMENT 6 ` + ,/ Aril 10 2026 County Tax Map District 1�00 Section 53 Block 06 Lot 21 p 1 o IPF =VRON PIPE FOUND Revision: o OL =ONq PROPERTY LINE oh \ FIELD SURVEY COMPLETED SEPT.08,2021 � RO =ROOF OVER �, \ MAP PREPARED SEPT.09,2021 WIF = WIRE FENCE W pter WDF =WOOD FENCE ', *flit,b�T� Record of Revisions Permit et WSF =WOOD STAKE FOUND 1pWeUTrg REVISION DATE W5S =WOOD STAKE SET ` GENERAL AMENDMENTS MAR_09,z02z CD-> =UTILITY POLE + 8P DATA SEP_ 19 2-02 :=FIRE HYDRANT ! ! • =END OF DIREC17ON/DISTANCE / __ ► Scale: W As Noted m --- _ _ _ 20 0 10 20 40 60 Title: ' ISLANp VI - - _ Scale: V = 20 EW LANE Title Page JOB NO.2021-0240 DWG.2021_0240_bp2 1 OF 2 Sheet: A000 i i GENERAL CONDITION'S STRUCTURAL STEEL 20 UNLESS N A35 FRAMING ANCHOR AT EACH CH RAFTER/RIDGEHER ONNECTOR IS BEAMED OINTERSECTION,A D TWO WOVIDE ONE ON RAFTERS ARE POST LEGEND SHEARWALL NOTES i 1. ALL WORK SHALL COMPLY WITH THE 2025 RESIDENTIAL CODE OF NEW YORK STATE, 1. STRUCTURAL STEEL DESIGN,DETAILING,FABRICATION AND ERECTION SHALL DOUBLED OR TRIPLED(ONE EACH SIDE). 2. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS IN CONFORM TO THE FOLLOWING: 21. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE U COLUMN UP SUPPORT UP ID THE FIELD PRIOR TO COMMENCEMENT(OF THE WORK. SIEGEL STRUCTURAL A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)SPECIFICATION FOR THE NEED FOR CUTS AND BORE HOLES IN FRAMING LUMBER.1'N GIRDERS, BEAMS, OR ENGINEERS(SSE)SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO PROCEEDING STRUCTURAL STEEL FOR BUILDINGS, CURRENT EDITION. JOISTS, CUTS AND BORE HOLES SHALL NOT BE DEEPER THAN 115 THE MEMBER DEPTH 1. SHEARWALL CONSTRUCTION: WITH THE WORK. B. AISC CODE OF STANDARD PRACTICE, CURRENT EDITION. NOR MORE THAT 2"IN DIAMETER,AND SHALL NOT BE LOCATED NEARER TO THE END OF C CUP LALLY COLUMN UP • ALL SHEATHING TO BE 15/32" (MIN.)APA RATED STRUCTURAL 3. IN THE CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENT AS DETERMINED BY C. AISC DETAILING FOR STEEL CONSTRUCTION,CURRENT EDITION. THE SPAN THAN THREE TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF LC SHEATHING OR 7/16"(MIN•)APA STRUCTURAL 1 SHEATHING, REFER FOLEY FIORE ARCHITECTURE THE ENGINEER SHALL CONTROL. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND THE SPAN UNLESS REINFORCED TO MEET STRESS CALCULATIONS. SUPPORT DOWN ID TO PLAN AND SECTIONS FOR ADDITIONAL INFORMATION 4. THESE STRUCTURAL DRAWINGS SHALL,BE USED IN CONJUNCTION WITH THE PREPARATIONS TO PROPERLY SET THE STEEL FRAMING. THE CONTRACTOR SHALL BE 22. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID WERTICAL WOOD • SHEATHING TO BE ATTACHED TO THE WALL STUDS WITH 8d NAILS ARCHITECTURAL,MECHANICAL,ELECTRICAL, CIVIL,LANDSCAPE AND APPROVED SHOP RESPONSIBLE FOR COMPLIANCE WITH ALL CURRENT OSHA, STATE AND LOCAL SAFETY BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT. PER PLAN CALLOUTS DRAWINGS. REQUIREMENTS. BLOCKING TO MATCH UPPER POST SIZE. 3-2x4 (3)2x4 POST 3-2x6 (3)2x6 POST HOEDOWNS TO BE HDU BY SIMPSON OR APPROVED EQUAL. SEE 5, REFER TO ARCHITECTURAL DRAWINGS iFOR ALL DIMENSIONS,ELEVATIONS,EXACT 3. STRUCTURAL STEEL SHALL BE NEW WITH THE FOLLOWING MATERIAL PROPERTIES: 23. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONAL LUMBER JOISTS 1/4"BELOW 4x4 44 FIR POST PLAN FOR MODEL NUMBER AND THREADED ROD SIZE. fto X` I G E LOCATIONS OF FLOOR AND ROOF OPENIINGS,POSTS, ETC.NOT SHOWN IN STRUCTURAL A. WIDE FLANGE SECTIONS: ASTMA992 THE TOP OF JOISTS TO ALLOW FOR JOIST SHRINKAGE. WHERE BEARING WALLS OR L 6x6 6x6 FIR POST STRUCTUR R AL ENGINEERS DRAWINGS. B. ALL OTHER SHAPES,PLATES AND FABRICATIONS: ASTM A36 POSTS LAND ON THESE BEAMS,INFILL GAP WITH 114"PLYWOOD FOR SOLID BEARING. 2. ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH 2x 860 Walnut Stmet,Newton,MA02459 6. NO DEVIATION FROM WHAT IS SHOWN ON THESE STRUCTURAL DRAWINGS IS C. HOLLOW STRUCTURAL SECTIONS(HSS): ASTMA500, GR. B PT 4x4 4x4 ACQ PRESSURE TREATED POST DIMENSIONAL LUMBER CENTERED ON THE PANEL SEAM. BLOCKING 61'-za4-1612i5'Pge'S"U`t°`a'.`°" PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF SSE.ALL UNAUTHORIZED D. STRUCTURAL STEEL PIPES: ASTMA53, GR.8 PT 6x6 6x6 ACQ PRESSURE TREATED POST HSS 3% 3%x3%x%HOLLO W STRUCTURAL SECTION MAY BE INSTALLED WITH THE NARROW FACE OR THE WIDE FACE FLAT DEVIATIONS FROM THESE DRAWINGS MUST BE REMOVED AND REPLACED AT THE E. HIGH STRENGTH FASTENERS: ASTM A325 OR F1852 CONTRACTOR'S EXPENSE. F. MACHINE BOLTS WOOD TO STEEL CONNECTIONS): ASTM A307 LC 3% 3%"O CONCRETE FILLED LALLY COLUMN TO THE SHEATHING. ( ) DESIGN CRITERIA HDU4 SIMPSON HDU4-SDS2,5 HOLDOWN 7. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SAFE EXECUTION OF ALL G. ANCHOR BOLTS: ASTM F1554, GR 36(U.N.0.) 3. REFER TO PLANS AND SECTIONS FOR STUD SIZES, STUDS SHALL BE TEMPORARY SHORING, BRACING, OR OTHER PROTECTION DURING CONSTRUCTION. 4. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE 1. DESIGN LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH THE 2025 NEW YORK PSL 3 % SIMPSON RALLEL STRAND D L UOWN SPACED AT 161NCHES ON CENTER UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS INDICATE'THE FINISHED CONDITION ONLY, WITHOUT WRITTEN APPROVAL OF THE ENGINEER. STATE BUILDING CODE AND ASCE 7-22"MINIMUM DESIGN LOADS FOR BUILDINGS AND PSL 3/x3� 3�x3�PARALLEL STRAND LUMBER POST ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL 5. WELDED SHOP CONNECTIONS SHALL CONFORM TO THE STRUCTURAL WELDING CODE " PSL 3/x5/ 3/x5/PARALLEL STRAND LUMBER POST PLAN. OTHER STRUCTURES. PSL 3%x7 3%x7 PARALLEL STRAND LUMBER POST 1 ACHIEVE THIS RESULT. (AWS D1.1)USING E70XX ELECTRODES.HIGH-STRENGTH SHOP CONNECTIONS SHALL 4. CARE MUST BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS TO NOT 8. UNLESS NOTED OTHERWISE,DETAILS, SECTIONS AND NOTES SHALL BE CONSIDERED CONFORM TO ASTM A325. PSL 5%x5/, 5Y4x5Y4 PARALLEL STRAND LUMBER POST 2. GRAVITY LOADS: PSL 5%x7 5Y4x7 PARALLEL STRAND LUMBER POST OVER DRIVE NAILS INTO PLYWOOD.NAIL HEADS SHOULD BE FLUSH TYPICAL FOR ALL.OTHER SIMILAR CONDITIONS. 6. FIELD CONNECTIONS SHALL BE HIGH-STRENGTH BOLTED CONNECTIONS CONFORMING A. DEAD LOADS: PSL 7x7 7x7 PARALLEL STRAND LUMBER POST WITH PLYWOOD FACE, OVERDRIVEN NAILS ARE NOT ACCEPTABLE AND 9. SSE SHALL HAVE NO LIABILITY FOR WATERPROOFING OR MOISTURE TRANSMISSION TO ASTM A325;3/4"MINIMUM BOLT DIAMETER. a. ROOFS: 20 PSF MUST BE REPLACED WITH A PROPERLY SET NAIL. ISSUES, WHETHER RELATED TO CONCRETE SLABS,FOOTINGS,FOUNDATIONS, OR 7. PROVIDE STIFFENER PLATES AT ALL BEAM-OVER-COLUMN AND BEAM-UNDER-COLUMN b. FLOORS: 15 PSF OTHERWISE. LOCATIONS, UNLESS NOTED OTHERWISE. c. INTERIOR WALLS: 10 PSF 5. HOLES THROUGH SHEARWALL PANELS ARE LIMITED TO 6"DIAMETER 10. STRUCTURAL FRAMING LOCATIONS ARE DICTATED BY WALLS AND OTHER CONDITIONS 8. STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED ALKYD PRIMER UNLESS OTHERWISE B. LIVE LOADS(REDUCED WHERE PERMISSIBLE PER ASCIE7 SECTION 4.7): MAXIMUM AND MUST BE SPACED TO PROVIDE A MINIMUM OF 16"OF THAT ARE DIMENSIONED ON THE ARCHITECTURAL DRAWINGS. CONTRACTOR TO NOTED. COORDINATE WITH ARCHITECTURAL PLANS FOR MEMBERS TO RECEIVE SPRAY a. FLOORS: 40 PSF SOLID WALL PANEL BETWEEN HOLES AND WALL EDGES. NO OTHER POSITION STRUCTURAL FRAMING ELEMENTS USING STRUCTURAL DRAWINGS IN APPLIED FIREPROOFING. b. ATTIC(GENERAL): 30 PSF DENOTES HOLES ARE ACCEPTABLE UNLESS SPECIFICALLYAPPROVED BY THE CONJUNCTION WITH ARCHITECTURAL PLLANS AND SECTIONS, 9. ALL STRUCTURAL STEEL EXPOSED TO THE WEATHER SHALL BE GALVANIZED. c. ATTIC(INACCESSIBLE STORAGE): 10 PSF POST UP ENGINEER. 10. PROVIDE 1/4"THICK LEVELING PLATES AND 314"OF NON-SHRINK GROUT UNDER ALL C. SNOW LOADS(AS STIPULATED IN THE NYS CODE): FOUNDATIONS COLUMN BASE PLATES SUPPORTED ON CONCRETE.LEVELING PLATES SHALL BE SET a. GROUND SNOW LOAD,Pg: 46 PSF QJ AND GROUTED SOLID BEFORE ERECTION OF THE COLUMN. gyp\ I Pg(ASD): 32.2 PSF 11. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR b. FLAT ROOF SNOW LOAD Pf 23 PSF �� I 1, THE FOUNDAT101V HAS BEEN DESIGNED)PER GEOTECHNfCAI REPORT BY SUBSURFACE APPROVAL. THESE DRAWINGS SHALL SHOW COMPLETE AND ACCURATE MEMBER POST p� SPECIALIST,DATED DEC 12,2024 USING;HELICAL PILES WITH WORKING LOAD OF 15 t LAYOUT, SIZES, GRADE,DIMENSIONS, CONNECTIONS, OPENINGS,ACCESSORIES,AND 3. LATERAL LOADS: GRAPHICAL p� SHEARWALL SYMBOL TONS(30 KIPS), REFER TO THE GEOTECuHNICAL REPORT FOR ADDITIONAL Q EDGE NAIL SPACING ALL OTHER INFORMATION NECESSARY FOR COMPLETE AND ACCURATE FABRICATION A. WIND LOADS: SYMBOL �Q INFORMATION. AND ASSEMBLY OF THE MEMBERS.PROVIDE TEMPLATES OR LOCATIONS DRAWINGS \`' DENOTES 2. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOR INSTALLATION OF ANCHOR BOLTS. a. BASIC WIND SPEED, Vult: 128 MPH SUPPORTING FOUNDATIONS ON INORGANIC, UNDISTURBED SOIL OR ON CONTROLLED STRUCTURAL b. OCCUPANCY CATEGORY. 11 POST k k STUD, SEE PLAN BACKFILL AS REQUIRED.ALL EXCAVATIONS SHALL BE DRYBEFORE PLACING ANY c. WIND EXPOSURE: D FOR SPACING CONCRETE. ROUGH CARPENTRY 3. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL ATA MINIMUM DEPTH OF 4 HELICAL PILES FEET, OR AS MODIFIED BY THE STRUCTURAL ENGINEER,BELOW THE LOWEST SHEAR PANEL LENGTH ADJACENT GROUND EXPOSED TO FREEZING.ANY ADJUSTMENT OF FOOTING 1. ALL STRUCTURAL ROUGH CARPENTRY SHALL CONFORM WITH THE"NATIONAL DESIGN ELEVATIONS DUE:TO FIELD CONDITIONS MUST HAVE THE APPROVAL OF THE SPECIFICATION FOR WOOD CONSTRUCTION,"ANSI/AINS NDS-2015. 1. TECHNO METAL POSTS(TMP)SHALL BE BY TECHNO METAL POIST AS A MINIMUM PLYWOOD SHEATHING 2. UNLESS NOTED OTHERWISE,STRUCTURAL WOOD FRAMING SHALL HAVE THE STANDARD OF QUALITY. SUBSTITUTIONS ARE NOT ALLOWED UNLESS SPECIFICALLY ARCHITECT AND ENGINEER. FOLLOWING MINIMUM PROPERTIES: APPROVED BY THE ENGINEER. SYMBOLS LEGEND 4. FOOTINGS SHALL BE CENTERED BELOW COLUMNS AND WALLS ABOVE, UNLESS NOTED A. FOR 2-4"(NOMINAL) THICKNESS KILN DRIED MEMBERS: SPRUCE-PINE-FIR(SPF) 2. THE PILES AND COMPONENTS MUST BE FABRICATED WITH STEEL CONFORMING TO OTHERWISE, NO.1/N0.2 OR BETTER WITH THE FOLLOWING PROPERTIES: ASTM A 500 GR. C. 5. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR 1. SHEARWALL = MATERIALS PLACED IN 6"LAYERS.LAYERS SHALL BE COMPACTED TO 95% DENSITYAT a. ALLOWABLE BENDING STRESS,Fb=875 PSI 3. THE PILES AND COMPONENTS SHALL BE HOT-DIP GALVANIZED.. SHEARWALL SYMBOL ON BOTH OPTIMUM MOISTURE CONTENT,AS DEFINED BYASTM D1557,METHOD D. b. ALLOWABLE SHEAR STRESS,Fv= 135 PSI 4. PILE INSTALLERS MUST BE TRAINED AND CERTIFIED BY THE HELICAL PILE 2. INTERIOR BEARING WALL = SIDES OF SHEAR WALL INDICATES 6. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS c. COMPRESSION PARALLEL TO GRAIN= 1,150 PSI MANUFACTURER EXPERIENCED AS SPECIALISTS IN THE INSTALLATION OF SIMILAR DOUBLE-SIDED SHEARWALL. ARE BRACED TO PREVENT MOVEMENT. FOR WOOD FRAMED RESIDENTIAL d. COMPRESSION PERPENDICULAR TO GRAIN=425 PSI STRUCTURES TO THOSE REQUIRED FOR THIS PROJECT. 3. BEARING WALL ABOVE INSTALL PLYWOOD SHEATHING ON CONSTRUCTION,NO BACKFILLING OF WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR e. MODULUS OF ELASTICITY, E= 1,400,000 PSI 5. LAY OUT THE HELICAL PILE LOCATIONS AS DESIGNED ON THE DRAWINGS AND ENSURE - - - - BOTH FACES OF WALL DECK HAS BEEN FRAMED AND SHEATHED, UNLESS WRITTEN APPROVAL IS GIVEN BY B. FOR 2-4"(NOMINAL) THICKNESS PRESSURE TREATED(PT)MEMBERS: THAT THE LOCATION OF EACH PILE IS WITHIN THE PRESCRIBED LIMITS OF THE 4. STEEL MOMENT RESISTING CONNECTION = I THE ARCHITECT OR ENGINEER. SOUTHERN PINE NO.2 OR BETTER WITH THE FOLLOWING PROPERTIES: PROJECT.PLACE PILE UNDER CENTERLINE OF SUPPORTED MEMBER UNLESS NOTED 7. HOEDOWNS AND POST ANCHORS ARE TO BE INSTALLED IN ACCORDANCE WITH ANCHOR a. ALLOWABLE BENDING STRESS, Fb= 750 PSI OTHERWISE. MANUFACTURER INSTALLATION SPECIFICATION AND ICC-ESR REPORT REQUIREMENTS, b. ALLOWABLE SHEAR STRESS, Fv= 175 PSI 6. PILE INSTALLERS SHALL FOLLOW ALL MANUFACTURERS'SPEOIFICATIONS FOR ANCHORAGE OF THESE COMPONENTS(INTO THE FOUNDATION SHALL BE CAST INTO THE c. COMPRESSION PARALLEL TO GRAIN= 1,250 PSI INSTALLATION REQUIREMENTS. x x x x FOUNDATION, UNLESS NOTED OTHERWISE.DIMENSIONS ARE NOT FURNISHED TO d. COMPRESSION PERPENDICULAR TO GRAIN=565 PSI x x LOCATE EMBEDDED ANCHORS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, THE e. MODULUS OF ELASTICITY,E= 1,400,000 PSI j FRAMING SUBCONTRACTOR AND THE FOUNDATION SUBCONTRACTOR TO LOCATE C. FOR 5' (NOMINAL) THICKNESS AND LARGER KILN DRIED AND PRESSURE COMMON ABBREVIA TIONS THESE ANCHORS IN THE EXACT LOCATION. TREATED(PT)MEMBERS:SOUTHERN PINE NO.1 OR BETTER WITH THE 8. NO FOUNDATIONS SHALL BE PLACED INI WATER OR ON FROZEN GROUND. FOLLOWING PROPERTIES: 9. CONCRETE PLACEMENT FOR FOUNDATFIONS AND SLABS ON GRADE SHALL BE a. ALLOWABLE BENDING STRESS,Fb= 1,350 PSI A.B. ANCHOR BOLT COMPLETED IN A SINGLE CONTINUOUS OPERATION, UNLESS NOTED OTHERWISE. b. ALLOWABLE SHEAR STRESS,Fv= 165 PSI ARCH. ARCHITECT 10. PROVIDE FOUNDATION DRAINAGE, WAT c. COMPRESSION PARALLEL TO GRAIN=825 PSI ERPROOFING/DAMP-PROOFING,AND BM. BEAM FOUNDATION WALL INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. d. COMPRESSION PERPENDICULAR TO GRAIN=375 PSI BRG. BEARING e. MODULUS OF ELASTICITY, E= 1,500,000 PSI BTWN. BETWEEN 11. PROVIDE METAL OR PVC SLEEVES IN THE FOUNDATION WALLS FOR SEWER, GAS, 3. ENGINEERED LUMBER PRODUCTS SHALL BE TRUSJOIST BY WEYERHAEUSER AS A CLG. CEILING ELECTRIC,AND WATER LINES,AS REQUIRED. MINIMUM STANDARD OF QUALITY,SUBSTITUTIONS ARE NOT ALLOWED UNLESS COL. COLUMN HOEDOWN UNIT SCHEDULE SPECIFICALLYAPPROVED BY THE ENGINEER.ENGINEERED LUMBER FRAMING SHALL CONC. CONCRETE CONCRETE HAVE THE FOLLOWING MINIMUM PROPERTIES: CONT, CONTINUOUS A. LAMINATED VENEER LUMBER(LVL): CU COLUMN UP SSE SIMPSON NAME ANCHOR BOLT O A.B. CONCRETE EMBED, 1, ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST a. ALLOWABLE BENDING STRESS, Fb=2,600 PSI (E) EXISTING NOTATION W EDITION OF ACI-318, "BUILDING CODE REEQUIREMENTS FOR REINFORCED CONCRETE" b. ALLOWABLE SHEAR STRESS Fv=285 PSI E.W. EACH WAY AND ACI-301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE." c. COMPRESSION PARALLEL TO GRAIN=2,510 PSI FDN. FOUNDATION DTT1Z DTT1Z-SDS2.5 %" 101, , / ) 2. UNLESS NOTED OTHERWISE, CONCRETE SHALL ACHIEVE A MINIMUM 28-DAY STRENGTH DTT2Z DTT2Z-SDS2,5 %" 10"** V J d, COMPRESSION PERPENDICULAR TO GRAIN= 750 PSI FTG. FOOTING AS FOLLOWS: e. MODULUS OF ELASTICITY, E=2,000,000 PSI s „ HDR. HEADER HDU2 HDU2-SDS2.5 / 18" A. FOOTINGS, WALLS, PILASTERS, COLUMNS: 3,000 PSI(NORMAL WEIGHT) B. PARALLEL STRAND LUMBER COLUMNS HORIZ. HORIZONTAL [_ 11%0 B. SLABS-ON-GRADE, STRUCTURAL SLABS,BEAMS: 4,000 PSI(NORMAL WEIGHT) a. ALLOWABLE BENDING STRESS,Fb=2,400 PSI G.C. GENERAL CONTRACTOR HDU4 HDU4-SDS2.5 %" 181,* i �� r1_4 C. TOPPING SLABS AND PADS: 3,000 PSI(NORMAL WEIGHT) b. ALLOWABLE SHEAR STRESS Fv= 190 PSI 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY-MIX TRUCK SHALL BE 3-5"• c. COMPRESSION PARALLEL TO GRAIN=2,500 PSI LC LALLY COLUMN CONTRACTOR MAY SUBMIT FOR REVIEW HIGHER SLUMP MIX DESIGNS INCORPORATING d. COMPRESSION PERPENDICULAR TO GRAIN=545 PSI LVL LAMINATED VENEER LUMBER HDU5 HDU5-SDS2.5 %" 18" THE USE OF PLASTICIZER ADMIXTURES;. e. MODULUS OF ELASTICITY E= 1 MAX. MAXIMUM HDUS HDUB-SDS2.5 %" " ,800,000 PSI 18 MIN. MANUFACTURER HDU11 HDU11-SDS2.5 1" 24"*' O 4, ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED FOR SEVERE 4. ENGINEERED LUMBER JOISTS SHALL BE"TJI"BY TRUS JOIST BY WEYERHAEUSER.JOIST MIN. MINIMUM � ` EXPOSURE. SERIES AND SIZE SHALL BE AS INDICATED ON THE CONSTRUCTION DRAWINGS.INSTALL M.O. MASONRY OPENING HDU14 HDU14-SDS2.5 1" 24"*' 5. ALL CONCRETE SHALL BE PLACED WITI-HOUT HORIZONTAL CONSTRUCTION JOINTS JOISTS IN CONFORMANCE WITH MANUFACTURER'S REQUIREMENTS. EXCEPT WHERE SPECIFICALLY SHOWN.. VERTICAL AND HORIZONTAL CONSTRUCTION 5. UNLESS SUPPORTED BY HANGERS,ALL JOISTS SHALL HAVE A MINIMUM END BEARING N.C. NOT TO SCALE O.C. ON CENTER 'MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUES FOR ALL iHDU I C)JOINTS IN ARCHITECTURAL CONCRETE SHALL ONLY BE MADE AS SHOWN ON THE OF 2"AND A MINIMUM INTERMEDIATE BEARING OF 3-1/2". PT PRESSURE TREATED PRODUCTS BASED ON CAST-IN-PLACE CONSTRUCTION UNLESS CONSTRUCTION DRAWINGS;NO DEVIATION IS ALLOWED. 6. ALL STRUCTURAL SHEATHING SHALL CONFORM TO PS-1,PS-2 AND BE APA RATED WITH PU POST UP OTHERWISE NOTED BY ENGINEER. 6, CONCRETE PLACEMENT IN COLD WEATHER CONDITIONS SHALL BE IN COMPLIANCE THE MINIMUM PROPERTIES: REQ. REQUIRED **MINIMUM ANCHOR BOLT CONCRETE EMBEDMENT VALUE USING WITH ACI-306"GLADE TO COLD WEATHER CONCRETING." A. SUBFLOOR SHEATHING SHALL BE MINIMUM 23132"THICK TONGUE AND GROOVE, SIM, SIMILAR MECHANICAL ANCHOR. 7. CONCRETE PLACEMENT IN HOT OR WINIDY CONDITIONS SHALL BE IN COMPLIANCE WITH EXPOSURE 1, C D GRADE PLYWOOD OR STRUCTURAL 1 GRADE ADVANTECH SPEC. SPECIFICATION ACI-305"SPECIFICATION FOR HOT WEAITHER CONCRETING," OSB SHEATHING.PANELS SHALL HAVE A MINIMUM 24"SPAN RATING.FLOOR TYP. TYPICAL NOTE:WHERE THERE IS A FOUNDATION SHELF, THREADED ROD 8. SLABS ON GRADE SHALL BE PLACED AF THE ELEVATIONS AND SLOPES INDICATED IN SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITHAN APPROVED ADHESIVE U.N.O. UNLESS NOTED OTHERWISE EMBEDMENT VALUES ARE MEASURED FROM TOP OF SHELF. THE ARCHITECTURAL AND STRUCTURAIL DRAWINGS. SURFACE FLATNESS SHALL BE 1/8" PRIOR TO NAILING. VERT. VERTICAL ! IN 10'UNLESS NOTED OTHERWISE. B. ROOF SHEATHING SHALL BE MINIMUM 19132"THICK, EXPOSURE 1, C-D GRADE V.O.P. VERIFY OR PROVIDE 9. NON-SHRINK GROUT SHALL BE MASTERiFLOW 555 BY BASF MASTER BUILDERS OR PRE- PLYWOOD OR STRUCTURAL 1 GRADE HUBER ZIP SYSTEM ROOF SHEATHING VI.F. VERIFY IN FIELD APPROVED EQUAL. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PANELS.PANELS SHALL HAVE A MINIMUM 40120 SPAN RATING.FOR SPANS OF W/ WITH PACKING CONSISTENCY. FILL OR PACK,ENTIRE SPACE UNDER PLATES OR SHAPES. 24"AND GREATER,PROVIDE TONGUE AND GROOVE EDGES OR METAL H-CLIPS JOIST/BEAM PLAN KEY- � FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PREPARATION,INSTALLATION CENTERED BETWEEN RAFTERS. DENOTES DROPPED BEAM i AND CURING. C. WALL SHEATHING SHALL BE MINIMUM 15/32"THICK, EXPOSURE 1, C-D GRADE WITH JOISTS FRAMING OVERDRIVEN NAILS DIAGRAM PLYWOOD OR 7/16"THICK STRUCTURAL 1 GRADE HUBER ZIP SYSTEM WOOD J01 ST AND BEAM HANGER SCHEDULE OVER THE TOP OF BEAM SHEATHING PANELS. PANELS SHALL HAVE A MINIMUM 24/16 SPAN RATING. I REINFORCEMENT 7. UNLESS INDICATED OTHERWISE,ALL ENGINEERED LUMBER JOISTS SHALL BE JOIST OR BEAM TYPE HANGER SIZE DENOTES THAT JOISTS I Jensen Residence INSTALLED IN A SIMPLE SPAN CONFIGURATION. MUST BE SPLICED i 1. STEEL REINFORCEMENT DETAILING,FABRICATION AND INSTALLATION SHALL BE IN 8. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER 2-2x10 LUS28-2 OVER BEARING WALL CONFORMANCE'WITH THE LATEST EDITION OFACI-318, "BUILDING CODE WOOD IS WITHIN 8"OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, , „ OR BEAM. REQUIREMENTS FOR REINFORCED CONCRETE ACI-315,DETAILS AND DETAILING SHALL BE PRESSURE TREATED. 2-5/ LVL HHUS46 OF CONCRETE REINFORCEMENT." 9. NON PT BEAM ENDS SET IN CONCRETE BEAM POCKETS SHALL BE WRAPPED IN ASELF- 2-11%"LVL U414 t I 2. REINFORCING STEEL BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED. ADHERING RUBBER MEMBRANE. 2x8 LUS26 3. WELDED WIRE FABRIC SHALL CONFORI A TO ASTM A 1064 WITH A MINIMUM TENSILE 10. HANGERS AND CONNECTORS SHALL BE BY SIMPSON STRONG-TIE CORP. THE 2x10 LUS28 4155 Bayshore Road STRENGTH OF 70 KSL ALL WELDED WIRIE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS. CONTRACTOR SHALL STRICTLYADHERE TO MANUFACTURER'S FASTENING 3-2x6 LUS26-33 DENOTES DROPPED BEAM OK OK NG Greenport,NY 4. LAP ALL CONTINUOUS BARS A MINIMUMI OF 42 BAR DIAMETERS. REQUIREMENTS.ALL CONNECTORS SHALL BE INSTALLED WITH THE MAXIMUM WITH JOISTS FRAMING 3-2x8 LUS28-33 FASTENER QUANTITY, UNLESS NOTED OTHERWISE.ALL CONNECTORS EXPOSED TO - 5. REINFORCING BARS SHALL BE CONTINUJOUS THROUGH CONSTRUCTION JOINTS, 3-2x10 LUS28-3i OVER THE TOP OF BEAM UNLESS INDICATED OTHERWISE. WEATHER SHALL BE ZMAX GALVANIZED COATED. 6. MINIMUM CLEAR CONCRETE COVER FOR REINFORCING UNLESS NOTED OTHERWISE): 11, UNLESS NOTED OTHERWISE, MULTIPLE 2x POSTS, SUCH AS 2-2x6,3-2x6,ETC., SHALL BE 3-9%"LVL HU610 DENOTES THAT JOISTS - A. FOOTINGS AND CONCRETE CAST AGAINST EAR( CONFIGURED WITH ONE 2x AS A KING STUD AND THE BALANCE AS JACK STUDS. 3-11%"LVL HU612 MUST BE CONTINUOUS Date: Revision: EARTH: 3„ B. FOUNDATION WALLS AND CONCRETE IN CONTACT WITH EARTH., 2" 12. SOLID LUMBER POSTS WITHIN WALLS SHALL BE INSTALLED IN JACK CONFIGURATION 3-14"LVL HU616 WITH NO SPLICES OVER 04/07/2026 PERMIT SET WITH ONE ADJACENT 2x KING STUD ATTACHED TO POST. BEARING WALL OR BEAM. C. FORMINTERED EXPOSED WALL FACES: 1" 13. UNLESS NOTED OTHERWISE,PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS OF 3-20"LVL MGU5.50-SIDS 4-11/ LVL HU412-� D. FORMED CONCRETE EXPOSED TO WEATHER: .5 , �� E. SLABS-ON-GRADE: 1.5" 2X12 AND ENGINEERED LUMBER HEADERS AND BEAMS. F. SLABS NOT EXPOSED TO EARTH OR WEATHER: 1" 14, FOR WOOD JOIST SPANS UP TO 14 FEET,PROVIDE A SINGLE ROW OF FULL DEPTH 5%"LVL HU1.81/t5 j 7, CONTRACTOR SHALL PROVIDE AND COORDINATE ALL EMBEDDED ITEMS INCLUDING BLOCKING BETWEEN JOISTS AT MID SPAN.FOR SPANS EXCEEDING 14 FEET,PROVIDE 7t 4"LVL HU7 TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT THIRD POINTS OF THE DENOTES FLUSH BEAM WITH CONDUIT, SLEEVES AND THROUGH PENETRATIONS WITH OTHERS. STEEL REINFORCING NOTES: JOISTS HANGING INTO FACE OF ! SHALL NOT BE CUT OR DISPLACED WITHOUT EXPRESSED WRITTEN APPROVAL OF THE SPAN 1. HANGER SIZES 1N THIS SCHEDULE ONLY TO BE USEED IF HANGER BEAM W/ ING INTO HANGERS 15, PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL JOIST BEARING LOCATIONS. �Nv STRUCTURAL ENGINEER. SIZE IS NOT OTHERWISE NOTED IN DRAWINGS. � O ; 8. TACK WELDING OF REINFORCING BARS'IS NOT PERMITTED. 16. PROVIDE DOUBLE JOIST UNDER PARALLEL PARTITION WALLS OR SOLID BLOCKING @ 32" K 0.C.BETWEEN THE CLOSEST TWO JOISTS. 2. HANGERS SHALL BE BY SIMPSON STRONG-TIE CORP. THE DENOTES THAT JOISTS � IPAU 9. SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. �� <-,� �x 17. GABLE-END WALL STUDS IN CATHEDRAL,PARTIAL CATHEDRAL, OR HIGH CEILING FACTURER S J L J L t.- J L J L I MUST BE SPLICED,AND 'CO �4 CONTRACTOR R HALL TRICTLYADHERE T MANUf SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF FASTENING REQUIREMENTS.ALL CONNECTORS SHALL BE HUNG ON FACE OF BEAM �• � � �, �,. s.- � � THE ROOF RAFTERS. THEY SHOULD NOT BE INTERRUPTED BYANY HORIZONTAL PLATES INSTALLED WITH THE MAXIMUM FASTENER QUANTfITY,UNLESS s r- �' Scale: NOTED OTHERWISE. r� " � `+ ' UNLESS NOTED OTHERWISE ON THE DRAWINGS. " _OR BEAMS, 3. ALL CONNECTORS EXPOSED TO WEATHER SHALL[BE ZMAX 3�A 1 0 18. MEMBERS WITHIN BUILT-UP BEAMS, WHETHER MADE OF SAWN OR ENGINEERED LUMBER, SHALL ONLY BE SPLICED OVER SUPPORTS. GALVANIZED COATED. Title: 19. PROVIDE SIMPSON H2,5A HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS GENERAL NOTES BEARING POINT. Sheet: ! S0.01 I i i I j FOLEY FIORE ARCH!TECTURF S I E, Gm E L r I I jSTRUCTURAL ENGINEERS 860 Walnut Street,Newton,MA 02459 617-244.1612(siogelstr0cturaLC0M I I I i PROVIDE 2'-0"WIDE FLOOD VENTS HELICAL PILES PER GEOTECHNICAL ENGINEER �!°i I Rio ` /I STEPPED T.O.WALL, TYP, I I I L------� 7/, -------------------------------I�_ , I 1 �-------i Q� L_, Imo`/J t`=� --- I I - L------------J I I I I I I I I - I • y � I � I------------- , ( i �' i 10"CONCRETE FROST WALL, TYP. G• � �I I I -low I I I QJ�qJ-�—-, • =/J Q� I I I 24"x18"REINFORCED CONTINUOUS GRADE BEAMS, TYP. I I I I I 4"CONCRETE SLAB ON GRADE W/6x6-W1.4xW1.4 WWF I I I I I I I GJ cG I I I I I I I I �Qti n n n 56 x28 x18 PILE CAP W/#5 I I 4°CONCRETE SLAB ON GRADE I I BARS @ 8"O.C. EACH WAYS I I I I r———————- I I W/6x6-W1.4xW1.4 WWF I I T&B, TYP.AIT 3 LOCATIONS I I 1 I I I L------J L------J I I co PROVIDE 2'0"WIDE FLOOD VENT I J L r— z------------J ---------J II I r----------------- I I I L I--��s------ 11 --- r---------� ,,` I I 3'-4"MIN., TYP. - S3.01 / J `- I I GJ L—=—J GJQ,�1 r 56x28'x18 PILE CAP BARS @ 8"0.C. EACH WAYS I I I I I I I I T&B, TYP.AT 9 LOCATIONS I I I I I I i I I I I I I I I I I I I I I I i I I I I I I I I L---------J L-- -- - S3.01 I I I I I I I I I I I I I I I _ I PROVIDE 2'0"WIDE FLOOD VENT I I I I ———————— �--- -- —� N I I I I j I I I o l I O Cr Nz41 12 -———————————— Ca8 LU 10 S3.01 U 5 Q S3.01 -- ————— —————————————— ———— ——————————————- PROVIDE 2-0"x1-0"FLOOD VENT _ I I I I L-------J 9 s �, L-------J /A (ri i i PROVIDE 3'-0"WIDE FLOOD VENT PROVIDE 3'-0"WIDE FLOOD VENT i Jensen Residence I I I II ICI I, 4155 Bayshore Road Greenport,NY I NOTE: GC MUST CONTACT STRUCTURAL j Date: Revision: 104/07/2026 PERMIT SET ENGINEER TO REVIEW LA TERAL FORCE DESIGN COMPONENTS PRIOR TO POURING ANY FOUNDATION ELEMENTS. CJ Scale: T-4FOUNDATION PLAN 1/4" _ Scale: 1/4"= 1-0" 4�" � i Title: FOUNDATION k PLAN Sheet: 5I .0I I I F A FOLEY FIORE ARCHITECTURE I 1 E G ` STRUCTURAL ENGINEERS 860 Walnut Street,Newton,MA 02459 617-244-16121 siegelstructural.com i I i i I I it 4 S3.01 I i I I i L r I 13 L r 11 7/ "OJ3 4 I 1 "0.C. L r i + --- 0 N-W B J01 TS I J I L � r o co f J L SO o Y SIMPSON I US2.56/11.88 HANGERS, ( L o TYP.ALL OPEN WEB JOISTS a J L I r IL � r SIMPSON HANGERS PER SCHEDULE, TYP., U.N.O. J oI o B117 2-11%"LVL I �� PT 2 2X J � 10 r L V ctf rcp 81 3 W OX22, 0'±L NG, ONTI UOU J L r , r O ; L O J J JL JL JL JL JL JL JL J JL JL JLL L JL J T /,CO J J r m , 1 1r -I r- -Ir 1r -Ir -I r- -If 1 1r -1f 7rr 1r -Ir 1r i L ; L , Lu r L J L z � N r , � a S3. 1 r �, � L `� C) J c N r 1 G L JL cO J r 1 r 4 B117 2-11%"LVL J . C5 c W L O f6 , r O Z6 J z L o Y ; L o `-� S3.01 I o 17/8"OJ3 5@ 16 0.C. o Li 00 OPEN-WEB JOISTSL J L v r 1 r I 1 I k L J L !� C"-4 r 1 r P 2X10 EDG IR FA TENT RIM +I I NI OARD /TW RO 'S OF 3 5/8"L ONG L J L N o r 1 r J m LE GERL X SC REWS @ 16"0.C., o I I TYP. (LONG THIS ECK N-1 F O L n~J L 11 7/8"LVL LEDGER FASTEN TO 5A T L J L RIM BOARD W/THREE ROWS S3.01 1 r 1 r OF 3 5/8"LONG LEDGERLOK J L SCREWS @ 16"0.C. r r — — — 071 5 S3.01 i Jensen Residence II I i I I 4155 Bayshore Road j Greenport,NY Date: Revision: 04/07/2026 PERMIT SET I I I S ^" �•(^✓ fir. �,t� �, 1 �I - - - � - -- ------- ----_ _ -�- : + : l{ i. Scale: FIRST FLOOR FRAMING PLAN Scale: 114"= 1'-0" rt " ` Title: NOTES: f' � FIRST FLOOR 1. FOR POSTS SHOWN ON THIS PLAN BUT NOT IDENTIFIED,REFER TO THE SECOND FLOOR , . FRAMING PLAN FRAMING PLAN FOR POST SIZE AND FOUNDATION PLAN FOR ANCHORAGE INFORMATION. Y 2. FLOOR SHEATHING TO BE 3/4"THICK, TYP. U.N.O.REFER TO GENERAL NOTES FOR Sheet: ADDITIONAL SPECIFICATIONS. S I .02 FFA FOLEY FIORE ARCHITECTURE ISIEGEL STRUCTURAL ENGINEERS 860 Walnut Street,Newton,MA 02459 617-244-16121 slegelstructural rom III i i I 4 S3.01 i G G G G 3-2x10l1m s • F *1111 •' ^I! Lp'OG ��tJ• PROVIDE SIMPSON ECC5 s 11 7/8"0 1314 16"C.C.. 1/4-6 COLUMN CAP • OPEN WEB OIST o SIMPSON IUS2.56/11.88 HANGERS, TYP.,ALL OPEN WEB JOISTS sr� G N A m Lp G co J QJ N AG N a N E/ARI G WA L AB VE 5 SIMPSON HUC410 CONCEALED � 8 05 10X7 y J L J L J L J L J L Jam-- -L J L_ J-!— -I, L J L tl-k_ L J L J HANGERS, TYP. ��/� r r n r r r r— �1- r o o q —� 11718"OJ31A@16110.C. �..�� <v J `P OP N WE JOTS S 11 8"OJ 14 @ 63"0. . c ,o v�:... _: PROVIDE 1 0 TIE RODS FROM CANOPY TO POST -� � SUPPORTS, TYP. OF 4. GC TO COORDINATE CANOPY �' w "2 �� L 2 1 %"JL J PEN EB J ISTS _, o ►- CONNECTION W/STRUCTURAL ENGINEER. LO �- J zo co \ -I j r_ � � 0.,.; �: , c`w 0 BEAM SPLICE NI- N AG ��f N A N N .. � X Z O m L JL JLJ N .'..cV m LJ L ..'... J N Ca J 0 1 2-113718'L17 m 7%'.'LVL .:::.16"0 0. - - ... L' �2x10 LEDGER FASTEN TO 2 2x10 G J L J 214 10X3 L L =Jt ENGINEERED RIM BOARD W/2 / G STAIR -1 r 9 r— -1 r 9 r— -i r� W ROWS OF 3 5/8"LONG OPENING B ARIN WAL A80 E LEDGERLOK SCREWS @ 16"O.C. Gas s� A B2 4 W1 OX3 S2.01 N ,^ r' SI SON UCO 12 X N CO CEAL D FL NGE 4ANGER 'OG C)AG 1 7/8"QJ314 D 16" .C. (**4 OPE WEB 01ST * - . .... 3-2x6 GF` N ? O 1 r 1 r J CV 6 W �\ lr�p f r - 1ro 215 2-5Y2'LVL m� 10 @ 16"0. I OC OPYRAFT RS I N J L J L J L CV 6' 2-2x10 M CONNECT BEAM TO POST W/ 2x10 LEDGER FASTEN TO ENGINEERED • (2)SIMPSON H8 CONNECTORS RIM BOARD W/TWO ROWS OF 3 5/8" 3-2x8 L? 3 2x8 ?� LONG LEDGERLOK SCREWS @ 16"O.C. - - -- --------- Jensen Residence I� III 4155 Bayshore Road Greenport,NY �I I jDate: Revision: 0410712026 PERMIT SET i I I I 'I I �I�UL SECOND FLOOR FRAMING PLAN �, W Scale: - y� a 1t3 R; ^* ttr 1/4" Scale: 114 = 1'-0" L Title: '�' 11•° j SECOND FLOOR NOTES: 1. FLOOR SHEATHING TO BE%"THICK, TYP. U.N..0.REFER TO GENERAL NOTES FOR .r p FRAMING PLAN ADDITIONAL SPECIFICATIONS. 2. DENOTES DROPPED FRAMING PER ARCH. I Sheet: S 1 .03 i I I F �A FOLEY FIORE ARCHITECTURE S." I • " E L E STRUCTURAL ENGINEERS I 860 Walnut Street,Newton,MA 02459 617-244-16121 sicgelstructural.com I i I ! II, i ,0 4 SIMPSON HUC26-3 L?�f Lpa S3.01 ��f CONCEALED FLANGE HANGER 3-2x6 4 BOG — 32x6 o 41 2 6 m coo rn S3.01 ——--� � � J 1 11 7/ "OJ3 4 @ 1 0.C _ J VALLEY BEAM ABOVE, TYR, 0 EN IN B JO TS SEE 1/S1.05. o i N f� B ARIN 3 WA L BEL W, TYP. Cn o mNA IMPS NIU 2.56/ 1.88 HAA GERS TYP.,ALL j �� I I SIMPSONIUS2.56/11.88 HANGERS, Cn 0 EN B JD STS T P.ALL OPEN WEB JOISTS I B31 3-2x B31 3 6 j JL JL JL JL J J. L'f Lp �r 'r tr �r �r 8 05 2 11% VL o `p SIMPSON WSHW18x8 � —I STRONGWALL PANEL o �'<� 11 7 "OJ3 4 @ 1 "0. �6 C.; w rn , 0 EN B JO,STS JB32 2- 1/„LL M G J L JL J ! co ^ M Cl) m B302 2-11' "LVL L JL JL A �r rr • G TIE RODS FROM CANOPY, SIMP ON NGE PER W00 TYP., SEE S1.03. I I STAIR HAN ER SQHEDbLE, T P., W 0. OPENING ^ M ^ N J O M Q �`��' SIMPSON WSHW18x8 °p STRONGWALL PANEL N 11 /8"OJP 14 @ 16"0. OJ y PEN I VEB JOISTS .� 3-2x6 —�\, � W O �CZ �- O ^ I m 3-2x6 H301 3-2x6 ! �? 4 ,�� I SIMPSON HUC26-3 CONCEALED FLANGE HANGER it Jensen Residence I I ! I ! i l i II, • it I j 4155 Bayshore Road ! Greenport,NY I I Date: Revision: 0410712026 PERMIT SET dr- I i ATTIC FRAMING PLAN _ _ Scale: ; 114" � t Scale: 114 — 1-0 ti :, Title: ATTIC FRAMING NOTES: 1. FLOOR SHEATHING TO BE%"THICK, TYP. U.N.O.REFER TO GENERAL NOTES FOR " PLAN ADDITIONAL SPECIFICATIONS. Sheet: S1 .04 /� ! 1 .0 if i IF ' "A FOLEY FIORE ARCHITECTURE ISIEGEL STR U CT U R A L E N G IN E E RS 860 Walnut Street,Newton,MA 02459 617-244-16121 siegelstructural.com i 4 S3.01 6 - - - - II _ ii -' r r V ' i r O o � SEE S1.04 FOR HEADER AND POST SIZES, TYPICAL i w � � I � I LL1 ` J r " LU, LL. N Lp L J J N J r LJ j; 2-2x1 - ------o, - - `L� -1 tp CVN SIMFSON C&7118 A-2x10 r 1 J 0- x 1PST C P r r 2X10 16"O.C. CN V Q O R TER � 3.01 .�O 01 _ 84 6 2- 1%"L L RID E BE M 84 3 2 "LVL IDG B 00 EA �- k J J J J J J J -�J J L J L J J J J J J JI J J J J L J J L J 6' N M r r r r r - rr _r r r r r r r r r r rrr -Jr r ` o S3.0 - n j I a- I m 2 10 @ 6"0. r EI '' �_ _ AN LE H ANGERS B405 3-9%"LVL HEIR L J J RAF RS L LJ J j% 2-2x10 X UjP R L _ , ._._—� L JJ N . N N I -- � w N - -- 2-2x1 �J� c)LU, B SIMPSON A35 CONNECTOR PER RAFTER, TYP. 0 L � OJ J f6 N 0 Fy `N Uj CD � m O CV 1 1 L 6 Jensen Residence I i i I 4155 Bayshore Road Greenport,NY I Date: Revision: 04/07/2026 PERMIT SET CQ I II I . .q c' c; c ROOF FRAMING PLAN r' Scale: 7. 0 Scale: 114"= 1'-0" '� Title: NOTES: 1•� 1. ROOF SHEATHING TO BE%""THICK, TYP. U.N.(0.REFER TO GENERAL NOTES FOR ADDITIONAL 4 ROOF FRAMING SPECIFICATIONS. . PLAN 2. FOR ANY MEMBERS SHOWN BUT NOT CALLED'OUT,REFER TO SHEET S1.02-ATTIC FRAMING PLAN i FOR MORE INFORMATION j Sheet: S 1 .05 I i 3 FOLEY FIORE ARCHITECTURE S3.01 i I W14x26 SIEGEL STRUCTURAL ENGINEERS 860 Walnut Street,Newton,MA 02459 617-244-16121 siogektructural.com cli j I SEE 81S3.01 FOR BASE PLATE + SIZE AND PILASTER DETAIL j I i i I I MOMENT FRAME ELEVATION I i I I I i I I W V) i ® cV O N W O � p I i � i I , I Jensen Residence I I I � I 4155 Bayshore Road Greenporf,NY I i I Date: Revision: 0410712026 PERMIT SET I I i I � I k I Scale: .' Title: MOMENT FRAME ", 1 ELEVATION i Sheet: 52.0 1 II I I , �I LVL BEAM PER PLAN ROOF SHEATHING PER PLAN 2x RAFTER PER PLAN i SIMPSON CONNECTOR PER PLAN F ��A SEE PLAN FOR EDGE AISC BOLTED MOMENT CONNECTION,DESIGN NAIL SPACING PER FABRICATOR, TO RESIST 30 K-FT OF FOLEY FIORE ARCHITECTURE MOMENT(ASD) SEE PLAN FOR SHEAR I LVL BLOCKING TO PANEL LENGTH i MATCH J01 ST DEPTH WF BEAM PER PLAN ROOF SHEATHING x xE L SE°AMSALL SHEATHING ,,, PER AN STRUCTURAL ENGINEERS � I 860 Walnut Street,Newton,MA 02459 1 RIDGE BEAM DETAIL 0 i WF COLUMN PER PLAN OPEN-WEB JOIST PER PLAN 8d NAILS 6"O.C. 617-244-76121siegelstructural.tom Scale: 3/4"= 1'-0" @ WHERE SHEATHING SEAMS SHEATHING SEAM __ __ HDU POST PER PLAN — 7� OCCUR, SPACE 6"MIN.AWAY / EAVE BLOCKING FROM ANY WALL PLATES -/ \ BETWEEN RAFTERS AISC SHEAR TAB CONNECTION, HDU SIZE PER PLAN DESIGN PER FABRICATOR, TO RESIST WEB STIFFENER PLATE ALIGNED W/BEAM FLANGE TYPICAL THRU 15 K OF SHEAR(ASD) EACH SIDE OF WEB TAIL&SOFFIT PER ARCH, \\7A 1/2"WALL SHEATHING SIMPSON H2.5A HURRICANE TIE FLOOR 1/2"WALL SHEATHING 4-8d TOENAILS PER BLOCK CONNECTION THREE 8d TOENAILS EACH END FLOOR SHIEA THING PER PLAN 2x6 STUD WALL 2x6 TOP PLATE FLOOR FRAMING, SIZE AND 2x6 STUD WALL DIRECTION PER PLAN 2x6 STUD WALL 1/2"WALL SHEATHING JOIST BLOCKING VERTICAL LVL BLOCKING BETWEEN ENGINEERED RIM BOARD FLOORS UNDER HOLDOWN POSTS ENGINEERED RIM BOARD x k SEE PLAN FOR SHEAR HDU,MATCH SIZE 2x6 PT PLATE W/ 2x6 PT PLATE W/1/2"0 PANEL LENGTH FROM FLOOR ABOVE 1/2"0 ANCHOR BOLTS ANCHOR BOLTS @ 4'-0" SEE PLAN FOR EDGE NAIL SPACING @ 4'-0"0.C. HDU POST PER PLAN Nj It FINISH GRADE 8"MIN, • • ' EAVE DETAIL TEEL BEAM LAI CORNER CONNECTION I OPEN-WEIR JOIST PER PLANS II 8 MIN. FINISH GRADE Scale: 3/4"= 1'-0" 03 -� Scale: 3/4"= 1'-0" CONTINUOUS PT 2x RIM BOARD, DECKING PER ARCH. 112„WALL 2x PLATE 1/2"WALL 2x PLATE CONCRETE FOUNDATION WALL, DEPTH TO MATCH JOISTS SEE DETAIL 6. 2x6 PT PLATE W/1/2"0 SHEATHING SHEATHING FLOOR SHEATHING ANCHOR BOLTS @ 4'-0"O.C. 2x6 STUD WALL FLOOR SHEATHING • • • " 2xc6 STUD OPEN WEB JOIST WALL PER PLAN OPEN-WEB JOIST PER PLAN ENGINEERED PERPENDICULAR JOISTS PARALLEL JOISTS PT 2x DECK JOIST PER PLAN , a ENGINEERED RIM BOARD RIM BOARD I TWO#5 BARS AT TOP AND III I I BOTTOM Z I I a FRAMING CONDITIONS A T FOUNDATION WALLS 10"CONCRETE FOUNDATION WALL Q DOUBLE 2x TOP 5 Scale: 3/4"= 1'-O" ¢ DODUBLE 2x VERTICAL LVL PLATE LVL BLOCKING TOP PLATE BLOCKING BENEATH @ 32"O.C. °Q POSTS FROM ABOVE o PROVIDE BAR EACH FACE VERTICAL LVL BLOCKING TWO#5 BARS AT MID POINTS AROUND EACH EDGE OF 2xc6 STUD 2x6 STUD WALL AT POST UP LOCATIONS #3 STIRRUPS @ 18"O.C. o FLOOD VENT(8 TOTAL) WALL 1 HDU,SIZE PER PLAN I 2"CLEAR, TYP., U.N.O.-1 II • • PERPENDICULAR JOISTS PARALLEL JOISTS FOR REINFORCEMENT, • • i REFER TO 12/S3.01 — PILASTER PER PLAN FLOOD VENT PER PLAN K. I-JOIST ON STUD WALL DETAIL TYPICAL ('7 8-M8 VERTICAL BARS FINISH GRADE Scale: 3/4"= 1'-0" CONNECTION A T #4f STIRRUPS @ • FOUNDATIONLu 12'O.C. I I f I 01 ROW V) [�QTX.TWO#5 BARS ATM!D POINTS FLOOR JOISTS NOT SHOWN FOR CLARITY 2"CLEAR, TYP. I I I THREADED ROD AND EMBEDMENT O 0 ! PER HOLDOWN UNIT SCHEDULE I { N { f 1 a 2x NAILER W/TWO 1/2"0 O I I I !TTWO#5 BARS AT TOP AND a CARRIAGE BOLTS @ 16"O.C. NUT AND STANDARD WASHER FOR o, f I { { BOTTOM cC/„ WEB STIFFENER AS CAST-IN-PLACE THREADED RODS N FLOOR SHEATHING PER PLAN REQUIRED BYDESIGN ==77= =====FO f { I I I FOR GRADE BEAM j O 1 1 1 REINFORCEMENT, SEE MULTI-STORY SHEAR WALL DETAIL I I � I DETAIL 12 4 Scale: 3/4"= 1'-0" • e e 2x WEB BLOCKING, 3"MIN. WIDTH, I i I I INSTALLED TIGHT TO STEEL ANGLE, 1/2"THICK BASEPLATE SET SECTION ELEVATION SECURED TO WF BEAM WEB W/TWO 1/2"0 ON+_1"NON-SHRINK GROUT CARRIAGE BOLTS @ 32"O.C., STAGGERED I AISC BOLTED CONNECTION, DESIGN (I.E. ONE BOLT EVERY 16') PER FABRICATOR, TO RESIST 20K I VERTICAL REACTION(ASD) GRADE BEAM PER PLAN TYPICAL WALL AND FLOOD VENT DETAIL WF BEAMS PER PLAN — 6 Scale: 3/4"= 1'-0" HSS COLUMN PER PLAN WF BASEPLATE DETAIL (BPI) 8 1/2"x 10"x10"STEEL BASE PLATE Scale: 1 1/2"= 1'-0" ON±1"NON-SHRINK GROUT W/ Jensen Residence FOUR 1/2"0 x 6"LONG SIMPSON • ' TITEN HD SCREWS REINFORCED FOUNDATION WALL ROOF SHEATHING PER PLAN CONCRETE SLAB ON GRADE CONCRETE SLAB ON W/WWF PER PLAN GRADE W/WWF PER PLAN #4 @ 10"O.C. STIRRUPS I Is oil 1 4155 Bayshore Road I 1/2"x5"x1'4"STEEL BASE PLATE x x x x x x x x x x ON±1"NON-SHRINK GROUT W/ i reenport,NY I 1/2"0 x 6 LONG SIMPSON TITEN 21/2 HD SCREWS RIGID INSULATION PER ARCH. PILE CAP SIZE VARIES PER PLAN 0 HSS COLUMN PER PLANS o u u • Date: Revision: 7 LVL BEAM PER PLAN — • 04/07/2026 PERMIT SET __ 4-#8 CONTINUOUS BARS T&B Ln' LVL BEAM PER PLAN W/11 7/8"x 21/2"NOTCH 1N TOP OF BEAM w o GRADE BEAM BEYOND SIMPSON POST CAP PER PLAN, 11/2" 3" JZ3112� �3112" 3" 11/2" Cn FILL GAP BETWEEN INSIDE EDGE v� _ v OF UNIT AND BEAM W/WOOD 1-4 CONCRETE FOOTING. SIZE& ' 1 REINFORCING PER PLAN BLOCKING. ,��' la9AU� - 2x POSTS PER PLAN 9 .'.r t,.:> v tg Scale: iar p AS INDICATED Title: '6 1A. ' FRAMING DETAILS Sheet: C S3.0 1 LVL RIDGE BEAM CONNECTION DETAIL , HSS COLUMN BASE PLATE PLAN DETAIL (BP2) - 11 LALLY COLUMN DETAIL - 12 GRADE BEAM REINFORCEMENT 9 Scale. 3/4 = 1-0„ 10 Scale. 1112 - 1-0 Scale. 314 - 1-0 Scale: 3/4"= 1'-0" (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES. (3) COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. (4) CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDINIG INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5) THE LOCATION OF WELLS (W), SEPTIC TANKS (ST) do CESSPOOLS fCP) SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York II�f01 nt tel. 651.727.2505 fax. 651.727.0144 �T adman@youngengineeringxom lr • TEST HOLE BY McDONALD GEOSERVICES DATE:08/16/2021 10:30am Howard W. Young, Land Surveyor EL=3.7 0.0' Thomas G. Wolpert, Professional Engineer 3� DARK BROWN Douglas E. Adams, Professional Engineer LOAM Daniel A. Weaver, Land Surveyor E (OL) 6 \ 10' \ BROWN CLAYEY SITE DATA SILTY nMmgncint (MH) AREA = 6,771 SQ. FT. CMF 1 GW EL=1.1 2.6' \ WATER IN * SUBDIVISION - "AMENDED MAP A PECONIC BAY ESTATES" FILED IN THE , \ BROWN CLAYEY SILT OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 19, 1933 AS FILE NO. 1124. NO S (MH) \\ m , m 5.0' * VERTICAL DATUM = NAVD (1988) * SEE FLOOD INSURANCE RATE MAP PANEL NO. 36103CO159 H LAST DATED WATER IN \ �� 'R► V ' BROWN FINE SEPT. 25, 2009. 7A O�1 r TO COARSE \ ° CT1 S�Or IaM Es�a� HEAVY&PAVEL * DEPTH TO GROUND WATER = 2 FT. pe°°r\G �r� 1 (SW) 4 a Way P �oI * NUMBER OF BEDROOM EQUAVALENT = 3 \ �� amended M\\�ngVINNpub _6 z.5 G.0F EXzSCiNG Sb1°09 04"W * OWTS CAPACITY REQUIRED = 400 GAL C) V / 8� SED ,0( E\AO I arl \N P\-L 3 31' * OWT5 CAPACITY PROVIDED = 500 GAL \ ti I1✓ pR0?05 ,D PR0?0 y FRPM �` �p'E GoN�E I HIGHEST EXPECTED PORN Ry sNOR OMB .NRP� 1A ' �� o 11 GROUNDWATER EL=1.1 * LEACHING REQUIRED = 300 5F5WA v \ v R SPNZS 23 0 P QP-�N 502 ' 57 E C� * LEACHING PROVIDED = USE ALTERNATE SYSTEM \ P05Eo N�,N� s'j57v of Ex• co Ev-B 5 Zap �- ..__' ``-- . 1b.29 Q.,• \ / PRO RASA A�1, RoX.\,° 5yy-BEM FF .--.. -- .'. "' •- �' R00F APP ��PRy EpSN z NOTE: -�,VE g�gR AN�EDAR W F _- ` `-,,- _ �YM1� ` O PROPOSED BUFFER SHALL / EXAP, 5 A00o stPN c a, °-``'; RETAIN EXISTING vorl' VEGETATION AND SHALL BE PLANTED WITH NY50EC APPROVED NATIVE SALT .. 4.6 \ m ° 0Vf s X. DR PiN 1 0 9 m G TOLERANT SPECIES ENGINEER'S CERTIFICATION \ CM 73 ` ' = \ R pEGK A!Zg off. �� =7� ``°��✓h' -N W m rr-� INCLUDING BUT NOT �olmgaat a \ F N �t �l° ooF \uN�E �i$ 1\ �I _ N �° �t LIMITED TO LITTLE " I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR SEWAGE DISPOSAL y 0 o BLUESTEM, 5WITCHGRA55 SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME OR.UidDE"Y rm. Lot 75 _� 1 \ .�: p \\� o�`E�o \ o \ T - ` 0 �c 0 & LOWBU5H BLUEBERRY. DIRECTION. BASED UPON A CAREFUL AND THOROUGH�SfUDY OF THE 5 TL, /\ SERVI LQ a \ \ yED \ r�,\o \ ``'� G v z SITE AND GROUNDWATER CONDITIONS, ALL FACILITIES, AS PROPOSED, �-� � 'o < RED° '�r a 1 �Q , Z N i.P "o Q \t oSED \\ t �' �-- yo CONFORM TO THE SUFFOLK COUNTY DEPARTMENT"OF HEALTH SERVICES .,G �° 525` , �E P LP 1pDZA' 3b, �-!- O�TpO�R \�,- -P CONSTRUCTION STANDARDS IN EFFECT AS OF IS DATE." \ > � 0 \P,V�S-w e��'C v�C ' 5Y10 X \ ' `D �' Lp vv�- - t 1 ' >r \ _ 21° y� \ �c� _ 3E c-cy o v z NROCK N p7 r+ 2 ik1 a 0 3• ��!"' ,MN 00 10,.\, '°n \,�,°�-RP-`'" DRAINAGE CALCULATIONS \ •�''1 �a� o e' p t y min} �.1 - s HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893n THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 DOUGLAS E. ADAMS N.Y.5. P.E. NO. 80897 � a VOLUME REQUIRED {ROOF AREA 575 5 F x 2/12 x 1.0 - 96 CF 0 F ors Mz� -c> N y� P °O 5 4� Q VOLUME PROVIDED USE FRENCH SURVEYOR' S 5�-5 N W�6 �g5 ENCH DRAIN A SUR N ;...: � . _ E -� o _ EYOR S CERTIFICATION n Q ="`` :1 " _ _ = s� wP�R g�.5• 2'D x 125 SF x 0.40 - 100 CF grnmga_ ocintrs - '``._ ¢y' tl �N E�o6 D N 'j * E EXzSER�SG ONED LPN Z G * WE HEREBY CERTIFY TO R i C H A R D J E N S BSc KA S I A GP PGE 5 10, PROOF °�7b ,sec," VOLUME REQUIRED (ROOF AREA 2) J E N S E N THAT THIS SURVEY WAS PREPARED I ACCORDANCE WITH TH \ / 5Ep �P�R ,' �Sio� ay E,S'�a 416 SF x 2/12 x 1.0 = 69 CF CODE OF PRACTICE FOR LAND SURVEYS ADOPTED Y THE NEW YORK STATE N \ PROPOR Op05�D GWPL1. SUbd °�\IC ASSOCIATION OF PROFESSIONAL LAND SURVEY RS. e rer> VOLUME PROVIDED I -A � \ ER CE R S PZ�IN v- d Map P`p�h Q�b\lo / USE FRENCH DRAIN 'B' N me,�de 1'D x 200 SF x 0.40 = 80 CF \ JP- ,,, 6 5 ??-0 NG5 P �pw , PLPN�i � NOTES I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. HOWARD W. YOUNG, N.Y.S. L.S. NO.45893 2. THE DESIGN ENGINEER, FUJ I GLEAN USA REPRESENTATIVE, AND SCIONS DANIEL A. WEAVER, N.Y.S. L.S. NO. 50771 / \ / REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWT5 AND \ / LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. SURVEY FOR CMF ' 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT BB A $ �-� SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. RICHARD JENSEN a KASIA �1 ENSEN LEGEND / o \ 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE LOT 75 \ MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO �� a1,�,��t� / \ Q�b\�oV�lem a�er� AMENDED MAP A PECONIC BAY ESTATESu THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 5ERV I GE D S (5GHS) PRIOR ALF = ALUMINUM FENCE \ we\vmgw\A� TO APPROVAL OF THE I/A CATS REG►STRATION BY THE 5GDHS IN at Arshamomaque, Town of Southold 0. M CC = CONCRETE CURB \ �0 ACCORDANCE WITH ARTICLE Ici OF THE SUFFOLK COUNTY SANITARY CODE. Suffolk County, New York CLIP = CHAIN LINK FENCELO ,- \ CMF = CONCRETE MONUMENT FOUND \ 0 CMS = CONCRETE MONUMENT SET o \ 6UILDING PERMIT SURVEY Cq CSW = CONCRETE SIDEWALK \ , / ' ADJACENT AFZEA LOT COVERAGE DI = DRAINAGE INLET EOP = EDGE OF PAVEMENT ADJACENT AREA = 6,171 SO. FT. a 6 \ � � EXISTING o IPF IRON PIPE FOUND County Tax Map District 1000 Section 53 Block Ob Lot 21 o OL = ON PROPERTY LINE w \ / I STORY FRAME HOUSE = 557 50. FT. = 12.7% FIELD SURVEY COMPLETED SEPT. 08, 2021 a \ � RO = ROOF OVER oh \ GARAGE = 545 50. FT. = 5.1% MAP PREPARED SEPT. 09, 2021 \ LANPIN65 4 5TAIR5 = 75 50. FT. = I.1% Record of Revisions WIF WIRE FENCE .� �a�1zr� REVISION DATE WDF = WOOD FENCE \ Qubl�c PAA5PHO LT DRIVEWAY = 28 50. FT. = 0.6% GENERAL AMENDMENTS MAR 0902022 WSF = WOOD STAKE FOUND \ Dw�\\ir9 8P DATA SEP 19, 2022 WSS = WOOD STAKE SET GENERAL AMENDMENTS DEC 06, 2022 = UTILITY POLE TOTAL = 1,747 50. FT. = 25b% GENERAL AMENDMENTS JAN. 16 2023 GENERAL AMENDMENTS JUNE 09 2023 ADD = FIRE HYDRANT \ PROPOSED DRAINAGE AUG. 29, 2023 • = END OF DIRECTION/DISTANCE / \ 2 STORY FRAME HOUSE = Q70 50. FT. = 14.5% AMENDED BUILDING PERMIT DATA OCT 17,s2023 WOOD DECK 4 5TAIR5 = 525 50. FT. = 4.1910, GENERAL AMENDMENTS OCT- 27,_2023 / ROOF OVER = 21 50. FT. = 03 GENERAL AMENDMENTS NOV- 17, 2023 \ LANDING = 16 50. FT. = 0.2% TOS TRUSTEES DEC 14, 2023 TOS TRUSTEES MAR_ 01, 2024 W - -----� \ TOS TRUSTEES/SCDHS NOIA#2 TUN 28, 2024 in TOTAL = 1,552 50. FT. = 11.7% NYSDEC MAR, 12, 2025 in - - - - - - -_ _ _ ___ 20 0 10 20 40 60 - J ISLA Np VIALANE : „ _ , a �/ Scale 1 20 JOB NO. 2021-0240 DWG. 2021_0240-bp7 1 OF 3 (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. (2) DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES. (3) COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. (4) CERT19CATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING,INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5) THE LOCATION OF WELLS (W), SEPTIC TANKS (ST) & CESSPOOLS<CP) SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIa01 SWEET AIR VENT CAP MFG BY TUF-TITS tel. 631.727.2303 fax. 631.727.0144 (3' MIN FROM ANY DOOR OR WINDOW) adman®youngengineering.Com COVERS MFG BY TUF-TITE (TYP) WrVRAUL 10 FR01=I Lr ov� �� SCALE: NTS 0 PRECAST CONCRETE TRAFFIC =T_ TRAFFIC BEARING SLAB BEARING SLAB 2 STORY co Z Thomas G Wo I r ert Profee s ona I Engineer FRAME HOUSE 6 LOOKING 4" PVC, PIPE CASTINGS TO 5' 7' 7.5' Douglas E. Adams, Professional Engineer (3 BEDROOMS) p 2.00gb MIN. LOCKING FFEL=8.5 GRADE 4" PVC PIPE CASTING TO 4" PVG PIPE CROSSOVER PIPES Daniel A. Weaver, Land Surveyor RIM=7.5 ® 1.00% MIN. GRADE (P I.00% MON. (FOUR TOTAL) EL=7.0 ;. . : e . RIM=7.2 = TO TN EL=6.5 PROVIDE GLEAN4ff n -- - - POURED GONG. COVER HEALTH DEPARTMENT USE OUT AT FACE OF CONCRETE F.- ��- ,W.n. TRAFFIC WATER PROOF gonngncuo«at BUILDING O AIRLINE----- INVERT BEARING SLAB RETAINING WALL IE=5.2a \_5" VENT IE=4.14 IE=4.54 IE=4.77 HOLE IE=4.qr N O BW EL=4.5 IE=5.16 BOT=3.10 co SEE DETAIL FOR 4.0 OWT5 COMPONENTS 4' DIA. CONCRETE MANHOLE N CONNECT 5" PVC VENT LINE TO VENT HOLE IN OW5T J 50T=O.78 VAULT HI6H!E5T EXPECTED GW EL=1.1 I O' D I A x 4' DEEP PRECAST SANITARY LEACHING POOL 500 GAL. I/A OWT5 CONCRETE SOLID RING TOTAL OF (5) POOL5 6"X6"X6' LONG MDL. GEN-5 MFG. BY FUJIGLEAN USA ALTERNATE SYSTEM CONCRETE BEAM (TYP. OF 2) VAULT 101' DIAx4' BUOYANCY' CALCULATIONS DEEP PRECAST TRAFFIC CONCRETE IA OWT5 BEARING SLAB SOLID RING IFIIN. GRADE ONE (1) OWT5 MDL# GEN-5 MFG. BY FUJI GLEAN USA WEI6H5 465 LBS., REPRESENTING THE DOWNWARD FORGE FOR THE STRUCTURE. THE PROPOSED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 0.32' (1.10 CORROSIVE MINUS 0.75). RE5157ANT GEN-5 5TRAPING THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x SUBMERGED OWTS (TYP. OF 2) DEPTH (7.57)(3.67)(0.32) = 6A CF. THE WEIGHT OF THE WATER DISPLACED BY THE PARTIALLY 5UBMER6ED STRUCTURE W = METER a.9 GF x 62.4 1-55. PER OF = 555 LBS. HIGHEST INCOMING SERVICE EXPECTED APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE EPDXY BOT=O.75 _ GW EL=1.1 PARTIALLY 5U15MER6ED STRUCTURE 15 555 x 1.5 = 555 LBS. COATED DEDICATED ANCHOR 15 AMP BREAKER THE DOWNWARD FORGE OF 465 L55. IS LESS THAN THE UPWARD FORGE (INCLUDING EYE BOLT 6"X(b"'X6 LONG SAFETY FACTOR OF 1.5) OF 555 L65. AND, THEREFORE, AN ADDITIONAL 275 LBS. OF (TYP. OF 4) CONCRETE BEAMS 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY ENGINEER'S CERTIFICATION 3 DOWNWARD FORGE 15 NEEDED. #12-2 AWG WITH GND IN I" PVG CONDUIT �� VI ��TAIL MAIN " I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE DISPOSAL USE (2) 6"x(6"x(b' LONG CONCRETE BEAMS = 3.0 GF SERVICE 5Y5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY CNI THE ADDITIONAL DOWNWARD FORGE PROVIDED = 5.0 GF x 150 LBSJCF = 450 LBS. SCALE: NTS PANEL ELF-G. CONDUIT DIRECTION. BASED UPON A CAREFUL AND THOROUGH ST DY'OfF'TH IL, 01 OWT5 WIRING PER MFG. SITE AND GROUNDWATER CONDITIONS, ALL FACILI 7, S, AS PROPOSED, N CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F HEALTH SERVICES i -1/2' VENTILATION PIPE CHAMBER Volume ga SCUM BAFFLE B l ( l) HARDWIRE CONSTRUCTION STANDARDS IN EFFECT AS OFT S DATE." 31 Q1 Sedimentation Chamber 277 -104 Q Anaerobic Filtration Chamber 278 N - 2'-l0 ='-7 '-04 Q3 Aerobic Contact Filtration Chamber 127 i ECIRCULATION ® Storage Chamber 63 o AIR LIFT PUMP © Disinfection Chamber 4 i Q3 DISINFECTION Total Volume 749 GROUND 5JE RHOMBUS MACIOOR FUJIGLEAN CYLINDER (❑PTI❑NAL) CONTROL AIR BLOWER AERATOR HOWARD W. YOUNG, N.Y.S. L.S. NO.45893n PANEL THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 c� 4' INLET PIP OUTLET PIPE SPECIFICATIONS DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80897 o NAI 4 A Anaerobic Media PP/PE Fillin Rate 32%� Board Type Aerobic Media PVC/PP/PE Filling Rate 16% ELECTRICAL ONE- L I N� DIAGRAM © Aerobic Media PP/PE Filling Rate 57% '---EFFLUENT Blower 2.8 cfm SURVEY FOR INLET BAFFL © AIR LIFT PUMP Tank FRP O © Piping PVC/PP/PE RCHARD JENSENKASIA JENSEN Access Covers Plastic/Cast Iron NOTE: ALL CONDUITS BETWEENRI CHARD PANEL AND _ Disinfectant(Optional) Chlorine Tablets TREATMENT TANK MUST BE 5EALED TO PREVENT LOT 75 RECIRCULATI❑N PIPE LFL(CLEANINGF❑PENING) 1/2' AIR INTAKE GAS LEAKAGE INTO PANEL. "AMENDED MAP A PECONIC BAY ESTATES" FLOW OPENING (TYP, B FOR WIFI COMMUNICATION DEVICE; at Arshamoma ue, Town of Southold Q. PLAN VIEW USE ALARM/CONTROL PANEL MDL#1045040co q 12 4' MANHOLE CONTROLLER "C" MFG BY 5JE RHOMBUS Suffolk County, New York I 18' MANHOLE (TYP 18' MANHOLE CTYP 24' MANHOLE (TYP DISINFECTI❑N N CYLINDER (OPTIONAL) N LOW ❑PENING PANEL MDL# 00 ci BUILDING PERMIT SURVEY MFG BY 5JE RHOMBUS RHOMBUS ❑ARD TYPE Q HNL VLt WWI CONTACT MEDIA N0 CONTROL PANEL MOUNTED County Tax Map District 1000 Section 53 Block Ob Lot 21 ON 41[x4" PRESSURE FIELD SURVEY COMPLETED SEPT. 08 2021 a © TREATED WOOD P05TS MAP PREPARED SEPT. 09, 2021 Record of Revisions ® REVISION DATE 0 INSULATED GENERAL AMENDMENTS MAR- 09, 2022 5'-5 ® 5 -5 ECIRCULATION Z AIR WEATHER 4'-4 Q _ ASSEMBLY BLOWER RESISTANT BP DATA SEP. 19, 2022 GENERAL AMENDMENTS DEC. 06, 2022 4 3 4 2 M BLOWER GENERAL AMENDMENTS JAN. 16 2023 ENCLOSURE GENERAL AMENDMENTS JUNE 09 2023 Q 3 FIN. GRADE AMENDED BUILDING PERMIT DATA OCT_ 17, 2023 GENERAL AMENDMENTS OCT 27, 2023 EROBIC MEDIA GENERAL AMENDMENTS NOV 17, 2023 ELECTRIC SUPPLY TOS TRUSTEES DEC- 14, 2023 TO BLOWER TOS TRUSTEES MAR, 01 024 W ERATION ASSEMBLY' 7 TO FUJIGLEAN TOS TRUSTEE5/SCDH5 NOIA#2 JUN 28 2024 0 m OWT5 5PLICE BOX NYSDEC MAR. 12, 2025 SECTION A-A VIEW SECTION B-B VIEW ELECTRICAL SUPPLY FUJIGL IR NI E TS 9 Scale: NTS a I/A OWT5 MDL. G,EN-5 MFG. BY FUJIGL LAN USA CONTROL I=ANr=L 4 BLOYER JOB NO. SCALE: NTS DWG. 021 02404bp7 2 OF 3 (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. (2) DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE: AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES. (3) COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. (4) CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5) THE LOCATION OF WELLS (W), SEPTIC TANKS (ST) & CESSPOOLS (CP) SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 651.727.2505 fax. 651.727.0144 admin@9oungengineering.com b 5 4" CRUSHED SLUESTONE • 5 0C 0 v SE Expo N� ENO PAVERS) owt ov�0 P�pP p y ��PME of 0,c� 2 nppM� Howard W. Young, Land Surveyor vp(� t Thomas G. Wolpert, Professilonal Engineer Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor rPROOF p NZ 3.16 N-1 5 + b GN 6 g��4- 3.02 FREN,B, '�`�--•�„T \_ro" STABILIZED SOIL 5,45E m cMF DER DEG `� vh \\ .'`'�- •� -- OF �N O \ \- `-��.�. BLUE-5TONE DRI\/EV4A)' 20 kP 3.65 4.28 °v�R FFL \\1 \\ '`'- PAVEMENT 5GT1ON 4.38 *6 5 7.0* \ A $ \ .°' `~ NTS 4.47+ *7.0 Q°BED \\\ �` o \\ 3.68+ +4.18 5\AO 7 0* +4.74 * R°CK 3Em 7.0 +3.70 4.05 �RENGN. \ RASN ,- 3• ,,A,, �- 4.58 mob• �*6.5 2 PRO c° p°5 DRAINAGE CALCULATIONS g�ITON A�S FRAM Ew H°�sE 5.2 3.88 ss°NE W 5 VOLUME REQUIRED (ROOF AREA 1) 4.2* w �ANo•�N6 575 SF x 2/12 x 1.0 = 96 CF 4.20 OY cMF 3.44 PRASE ROOv VOLUME PROVIDED `�� 3.42 -�R USE FRENCH DRAIN 'A' 0?05E� SEA A ALL 2'1) x 125 5F x 0.40 = 100 CF +4.19 W *P,V R p ET N,�Nc VJ jr SERA R VOLUME REQUIRED (ROOF AREA 2) 416 SF x 2/12 x 1.0 = 69CF VOLUME PROVIDED USE FRENCH DRAIN 'B' 1'D x 200 SF x 0.40 = 80 CF GRADING PLAN 20 0 10 20 40 60 Scale: 1" = 20' 2" To 5" STONE ENGINEER'S CERTIFICATION " I HEREBY CERTIFY THAT THE WATER SUPPLY(5) AND/OR 5EWAIGE DISPOSAL X 15TI NG GRADE EXISTING CSRADE I VARIES SYSTEM(5) FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY N EL=4.0 DIRECTION. BASED UPON A CAREFUL AND THOROUGH ST DPI-0T` iHE�OIL, ,� .,.•,,F ._,- ....,amm_H .:-.,- SITE AND GROUNDWATER CONDITIONS, ALL FACILI 5, AS PROPOSED, €e Cq -� I.,,I`•...,,, a, `ry°°II n _ CONFORM TO THE SUFFOLK COUNTY DEPARTMENT - F HEALTH SERVICES Ig� L"- CONSTRUCTION STANDARDS IN EFFECT AS OF , 5 DATE." y N FILTER FABRIC 9a Z lk 1- Q �I t; 1 i Cq 0 W OVEN W1RE FENCE HIGHESTEXPEGTED N GW EL=1.1 0 FILTER CLOTH FRENCH DRAIN HOWARD W. YOUNG, N.Y.S. L.S. NO.45893n NTS THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 - DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 80897 3 o ry UND I5TUR5ED D I STURi3ED AREA FLOW AREA SURVEY FOR z I 1 I' 11 I 3'-01 I RICHARD JENSEN & KASIA JENSEN %Z SECTION FIN. &RAII LOT 75 WOVEN WIRE FENCE %,/i��/i��/ice,/i��/i��i\,ji\�/i\�ji��/i\�/ice,/i�,/i\,ji\ ':. "AMENDED MAP A P ECO NIC BAY ESTATES" E 5.00' I at Arshamomaque, Town of Southold t�0. .'•':.a I...� 12FINISHED SURFACE OF RETAINING WALLS ': Suffolk County, New York MAY BE CONCRETE FORMLINER PATTERN - - OR MASONRY VENEER. cq _ CV _ • 'N CONCRETE TO BE 4,000 PSI AIR ENTRAINED I BUILDING PERMIT SUP FILTER CLOTH VEY - Z Z. - - REINFORCING:#3 @ 12"O.C. E.W. 1 •.S Q I- `•�`:~`- ~: ; " ':. \\\ \ FIN. GRA1�� County Tax Map District 10�0 Section 53 Block �6 Lot 21 FIELD SURVEY COMPLETED SEPT. 08, 2021 o ,-. _•. . ��= _ > MAP PREPARED OCT. 27, 2023 WATMRPROOFING .4. ELEVATION Record of Revisions Z REVISION DATE o GENERAL AMENDMENTS NOV. 17, 2023 51 LT NC M TOS TRUSTEES DEC- 14, 2023 TOS TRUSTEES MAR, 01, 2024 NT5 I TOS TRUSTEES/5CDH5 NOIA#2 JUN, 28, 2024 ` - I NYSDEC MAR, 12, 2025 a N �41 AD Q W 2'-5" --14" 31_0" 0 i� m 0 PSATERFROOF RETAINING MALL Scale: As Shown IL NITS JOB NO. 2021-0240 DWG. 2021_0240 bp7 3 OF 3 FOLEY FIORE ARCHITECTURE 2 - A300 --- EDA200 G`g�PUL S.Flo F 46' - 6" * rilw it 01 b � O N 23' - 6" 5' - 9" 6' - 3" 5 1/2" 7' - 10" 2' - 5" 22' - 7" 5 1/2" 3' - 4" 04 - \ -- —' ..i iIII•-- •.-_A__.-H 7T iIIIIiIIIiI 1 _--.---.-------------------------------_ ----_n--------------5--.1..--------Q-----_------------A}-- ---21 ----_-----—_------_--- --_---------- -----_-----__----- -------_—------ - ------__-- -- ---- - I ii ;IiIiIjIIII IIIlIIIIIIIIItiIIII iiIIjjIiiII IIIIl!�IIII III!III!I ,! II.I' iIIjI,! III�,II IIjIj! ! o\ri4 36, RANGE36 REF. Kitchen N CN , oW D Or akfast N ,17 10 106 Laundry/.Me'ch 3 2 4ELEC 100' - 8-411( A413 c14 TRASH N 36 10 LO H2O LO LO Entr Hall 12 A 'O iNN 6 A 11 8-1 N � _00a4A , - - 2 N Livin9AreaPANTRY2 m102AMUdr 0 -- --- 1 05 u- 1wdr-R 9 7 103A coiv A412. 8- 103 10 411 12 ,o 2A412 4 V - ------- 2: 7 °° 1.0 -01 Ell \ PU - h A 2 LO 01 Jensen R eside nc e 2' - 31/2" 4' - 91/2" 4155 Bayshore 7' - 1 20' - Ill 2' - 7" - 9" Road, Greenport,3' - 0 NY 5 1/2 DN 5 1/2" 7 1/2" 14' - 4" Date: Revision: 46' - 6" 5106125 Pricing Se t T.O. First Floor Subfloor /4 = 1 -0" Scale: As Noted Title: Proposed First Floor G o Plan Sheet: A101 y .z FOLEY FIORE ARCHITECTURE 2 - A300 ___ Ap A200 1 \,PREoFO�yX 341 - 611 oo { O N' 11' - 0" 23' - 6" oo 5 t/2" 4'- 2" 3 1/2" 6' - 1" 5 1/2" 6' -7" 5 1/2" 15' - 6 1/2" 5 1/2" r EQ EQ 1' - 811t 41' - 8" W.I.C. 23 22 206 LO uu c U PRIMARY --- C14 - -- ---- 5 - -^ _ _ BEDROOM to - --!- 7 (1' V 6 A422 } iZE W r LLU - - - — - -- -- .o r I r ( BATHROOM l \ 11 -N 2 A425 4 - ---- ►� 201LO - -STAIR_ HALL\_ M cv �----� 201A I - . - ---- - -- --- - - 422, 4 - -- - 2 A --200 -- 205A --- 3 CN 04 3 - -1 -- - - cvV � � ,= a- A421 - 4 ARY BA 2o4A z 'I I 202B-- 3 J 1 'v 20420 - - - - - -1 0 0 \\ N T I I -i vV) _(202A \ 1 W o o II 19 �. 5 i-,..: m 2 A424 4 Cl) CV \ I W Co M - -04 A424 7 -31 irk 1} o - -- -- - + r 2 A201 1 i A200 2 1 -- -- -- -- BEDROOM - - - - - 'O 203A - - - ---- -- -- 2 A423 4 -- ' \ - - 202 - � ; - (.)j V (14 - - - - - - - BEDROOM � r` � \\--- - - - - ----- - - -- ------- �_- - - Q -- - -- -- - - ----- -- - - - - - - - 20 -- -- --- a N ;O M _____ .._ i_ _ _ -- - -_--_.-._._-_ UP i - 5 - 3 18 cjj 3: -6 A423 8 w 1 - - - --- - - r\ � 14 15 - - - 7 - --- - - \ v \ MECH. --- - - - - - - - - \ LO Jensen Residence 16 17 5' - 9" 4' - 91/2" (_E 3 1/2" 4155 Bayshore 5 /2" 10' - 6 1/2" 5 1/2" 6' - 7" 2' - 1" 13' - 2" 5 1 2" Road, Greenport, NY 11' - 0" 51/2" 23' - 6" Date: Revision: 5106125 Pricing Set 34' - 6" 1 A201 n T.O. Second Floor Subfloor Scale: As Noted Title: Proposed Second Floor Plan Sheet: Al02 t IF A FOLEY FIORE ARCHITECTURE 2 - A300 1 Eof oR gPy�� Sjq No 025p„CL,�3�p4� O N SET KNEEWALLS AT 5' 77 ' I - - I --- - -- ------------- -- ' i I , 7 8 111 i 1 ! - � I I I � I I I I I �\ // i li L _J ATTIC ISTO"bt j �- -U 3001I A300 25 -�-----i-------- --� - - - 1 - ---- '-- '---j-- -'- i � � - (300A ! DNI 12 A431 41, ! ! T ! �� I I j ! SET KNEEWALLS AT 5',' i I I 3 ill 1 1 2 A201 A200 2 ————— L— l I F ----- I �! , L— ---- J j , I ! I I I A301 I ' I j � I Jensen Residence 4155 Bayshore Road, Greenport, NY Date: Revision: 5106125 Pricing Set 1 A201 Proposed Attic Subfloor U 1/4" = 1'-0" Scale: As Noted Title: Proposed Attic Floor Plan Sheet: A103 FOLEY FIORE ARCHITECTURE 2 - A300 --- ARC F 0 yV n s!.Sr No.p255 3��4'� O N --- i i - - - - - 0"/ 12" - -- -- - 0� / - -- 1 12 29 1 1 � I I I I I I I -- - - ------ - - — - j - - i I I I I I I i I I 04 DN A300 I ' I I 1 -- - - - - - -- - ! ! - / 12 10 -- -- " I I i 10"/12 I I Ell A301 Jensen Residence _I -I 'I- II 4155 Bayshore I: Road, Greenport, I' DN 7 -I I -• - , I - .I - �II NY Date: Revision: 5106125 Pricing Set n Proposed Roof Plan ' 1/411 = 1'-0" F1 A Scale: As Noted Title: Proposed Roof Plan Sheet: A104 GENERAL LIGHTING NOTES ELECTRICAL SYMBOLS t.€ UTLETS SHOWt-T ARE FOR OVVVER USE.ELECTRICIAN RESPONSIBLE FOR Duplex outlet in base trim (U.N-O-) T VE'RIFICATIOU At-ID COiM4PLIAtIC1E W TH MA RESIDETETMAL ELECTRICAL CODE_ Tl�errnostat o Closet light E?�rplex outlet switched wall 2-OUTLETS SMALL BE CEUTERED IN BASE TRIM UJ LO IN THE HORIZOtITAL — Phone line - Surface mounted ceiling fixture FASHION. OUTLETS It-rSTAUED AT COtR11TER'TOP LOCATIOU-S SHALL BE Fourplex outlet � Switch rrrnfd atIm {? +AMOUNTEDrx.x THE liiDRrZOr�rAL FASN1IOrt Duplexx �sutlet- floor mtd Surface mounted wall fixture FFA 3_ CARBON MONOXIDE DETECTORS A14D SMOKE DETECTORS PER MA,STATE [telex cutlet, waterproof Switch w/ 3-way -control � Recessed ceiling fixture BUILDING CODE Duplex outlet, ground fault � Under-cab- lighting FOLEY FIORE ARCHITECTURE A-COORD'IMrAT�E ALL RECESSED L@GFIT riDUSIt IGS W'ETH STRUCTURAL MEMBERS interrupter � Switch w�' �d-wva�r �aamtnal AND DUCT LAYOUT PRIOR TO START OF FRA/V�ftr�G. +! ' 9D Smoke detector Comb. cable/ T6 , 5_ELECTRICIAN SHAD VERFFY OUTLET LOCA.TKDTtS W f ARCHITECT/OW ER communication port Switch W/ l�irnmer ��J Carbon Monoxide Detector RRIO'£TO START OF 9N3'TALL,4TlON_ � Ceiling Height � Fan Switch ® E.ichaust fan 6_ALL ELE ICAL BOXES ON EXTERIOR WALLS SHALL BE AIR-TIGHT. F Alarm �-S.FloR'S/J FO `�Ty No.fY 5`y 3�oQk O N-- UC C` UC IF - - 7 RC-1 — I RC-1 — I RC-1 i— RC-1i 11 PC — — — it II j I - - - - - - IF- I RC-1 J I RC-1 I I I _ I RC-1 PC I RC-1 ) RC-1 — - - - — I I I I I� I LIN I I PC i I I PC I I L J RC-1 _ RC-1 II PC RC-1 I— RC-1 y I sw RC-3 XPC-1 -CL HALL— RC-1 — RC-1 RC-3 X I I RC-1 RC-1 \� IRC-1 I RC-1 RC 1 — — — — — — — R RC- RC-1 -1 I I I I SW SW i i 1 I I � , I I SW r _______ RC-1— — RC-1 — — RC-1 RC-1 RC I I I 1 \ XRC-1 i sD � I co � to O 11E] - �� Jensen Residence 4155 Bayshore Road, Greenport, NY Date: Revision: 5106125 Pricing Set Proposed First Floor RCP 1/4" = 1'-0" --- - Scale: As Noted Title: First Floor Reflected Ceiling Plan Sheet: A121 GENERAL LIGHTING NOTES ELECTRICAL SYMBOLS 1-OUTLETS SHOWN ARE FOR OWNER USE.ELE•MICGAN RESPONSMLE FOR Duplex outlet in base trim (U-N_O-) T YEPIFICATIOU A ID�COMPUANCE 1WrTH MA PESMEt-MAL ELECTRICAL CODE_ Thermostat Closest light Duplex outlet switched @ wall 2.OUTLETS.SHALL BE CENTERED IN BASE TRIM UJ--LO IN THE HORIZOtTrAL Phone line Surface mounted ceiling fixture FASHION. OUTLETS 114STALLED C AT O-tR(TERTOP LOCATIOt-13 SHALL BE Fourp t+ex outlet MOUNTED IM THE HORCZO'"TAL FASHIOtL Switchtnnid at �I$' OC,�9=F - Surface mounted wall fixture Duplex Nutlet- floor mtd 3- CARBON MONOICIDE DETECTORS Atli?SMOKE DETECTORS PER MA STATE � Switch w�/ 3-way 4Eontrol © Recessed ceiling fixture F FA BUILDING CODEDvptex outlet, waterproof Duplex outlets ground Butt Under-cab- lighting FOLEY FIORE ARCHITECTURE A.COORD�T�R,ATCALi RECESSED L[�GHfF HC►U5t#J�G�W'EiH STRUCTURALMEMBERSinterrupter � Switch w j� �-way control �Q Smoke detector AND DUCT LAYOUT PRIOR TO START Of FRAMR 6G_ � Comb. •cable/CAT6 S.ELECTPICrA"SHALL wwy ounET LOCATrOT4;W/XPCH(TECT/o t•IER communication port Switch w/ Dimmer Carbon Monoxide Detector PRf{]tx TO START of lNSTAtLATJON_ � Ceiling Height Fan Swidth ® Exhaust fan b.ALL ELECTRICAL BOXES ON EXTERIOR WALLS SHALL BE AIR-TIGHT. F — Alarm �L�E�ARc S.Flog F O N RC-1 — — — — — — RC-1 RC-1 RC-1 L J \ RC-2 I 'CF RC-1 RC-1 — — RC-1 — RC-1 RC-1/ \ \ I RC-1 SD Co _ LIN F — j - - — � SW L — SVW I R6-1,\ RC-1 RC-1 - SD \ / RC-1 Co — — — RC-1 I I RC-3 \ / XRC-2 / I I Q RC-1 RC-1 / \ \ / L�suu t _ J CF I cn SD / I Co RC-1 — — — — RC-1 / \ I RC-1 RC-1 RC-1 \ CF SD / \ c) Co I / LIN 1 RC-1 RC-1 RC-1 Jensen Residence n Proposed Second Floor RCP 4155 Bayshore 1/4" = 1'_T Road, Greenport, NY Date: Revision: 5106125 Pricing Set Scale: As Noted Title: Second Floor Reflected Ceiling Plan: A122 GENERALLIG,14TING NOTES ELECTRICAL SYMBOLS 1-OUTLETS SHOWI.1 ARE FOR OM4ER USE ELECTRICIAN RESPONSMLE FOR Duplex outlet in base trim (U.N.O.) -- Thermostat O Closet light VERIFICATIOH At•i'D COMPLIANCE''WITH MA RESWEI MALT.ELECTRICAL CODE_ � Duplex outlet switched C7. wall2.OUTLETS SHALL BE CENTERED I" BASE TRINE UltO IN THE HORIZOCITAL P — Phone line - Surface mounted coring fixture FASFnON_ OUTLETS R 1STALLED AT COUtTTERTOP LOCATIOt-TS SHALL BE Fourplex outlet MOUNTE D-1 THE HORIZONTAL FASHIOEL . 4 Switch mntd at 48" OC Al`F - 5urface mounted tea!! fixture =�-!): Duplex outlet- floor mtdFS. C"BON MONOXIDE DETECTORS AHD SPOKE DETECTORS PER MA STATE Duplex outlet, waterproof Switch w�' 3-way c€�tnvl © Recessed ceiling fixture ° BUILDING CODE. 3 . *, Duplex outlet,, ground fault Under-cab-fighting FOLEY FIORE ARCHITECTURE 1 �.COORD1tATEALL RECESSED LIGHT tfOU51tIG WITH STRUCTURAL MEMBERS Duplex Switch w �l-way control8 Smoke defector DUCT LAYOUT PRIOR TO START OF FRAMI1-TG_ � Comb. cable/CAT6 S.ELECTPICL&!N SHALL VERIFY OUTLET LOCATTDM'►+ /ARCHTTECT/OWIt`1ER '{ communication port fi Switch w/ Dimmer Carbon Monoxide Detector PRK:)R TO START OF R•ISTALLATION_ l' 4✓ � Ceiling Height Fan Switch ® Exhaust fan b.ALL ELECTRICAL EOxES.ON EXTERIOR WALLS SHALL BE AIR-TIGHT. F Alarm �L�tED ARC 4�S.F/p� F l}S �0.M55"3�� O N i I I j I SD -RC-1 RC-1 RC-1 zCO RC-1 RC-1 Jensen Residence n Propos�_011d Attic RCP 1/4" = 4155 Bayshore Road, Greenport, NY Date: Revision: 5106125 Pricing Set Scale: As Noted Title: Attic Reflected Ceiling Plan Sheet: A123 FOLEY FIORE ARCHITECTURE ED ARC 025 0 IN A300 A301 2 --- A300 if h29 n28II I 9 II it it it it LI I,[ II i�`L:I._�'rI��I Il�I I';1'IiI.`i-'lIlI-_"iii it i STANDING METAL SEAM ROOF 1I.-I I: J LJ L U if i� _1 f_ 1_� Il �i 25 i� I ji if .111,11 J fl . It JJJ J! 1 i 1 [1 1 j it JLL I 1_1 ji I It I j J, L!j;J Il i 11 Al 1 1 A t jj --,i i A i I I., iIIIi STANDING METAL SEAM ROOF ij �l : �, I! �111 uAl U! 1 11 1 j !� 1, M11I i Proposed Attic [I it d �� j! !j �i 1! 11 1 1 if i� ij 1� !� j ii 1� 11 1 Proposed Attic H L!il If I I it [1 ;! 11 !1 u- !!,I� III i' ;l it t Subfloor Subfloor x I L7L' 1 1 1 1: I I I I I I 1 t L J 11IL11 il L J-11 - I I -l. 2 3 1/8"--7v 17&7-`�jy ,I J L : I t, _11 1�L! k, l,I-i ;! L T !l.!I_'.-,`lI.a'_ia;_,I i,-,/!/I,_/:/4l�I,';iiI,./I"'%'I=2 `,i,I,_-I'-41II-';II''--II I, 11 itI Il 7� 27' J,P,1� L l ILL, -77 'T� !d J It- N TI Y J 1L I- Ill I Jl J L L _1 I Li I d _1!J[ I� ij)I L l: J-1 1 LtL-j!_[1 L ]AL ii I U,1 i l I LI 11 �I Ir IJ I i IL 1i I I i I J, J_ it ]AI-1-U. I SIDING MATERIAL 2 j ! 1 :' '],1 1 L[L L I I I� -1 1 I. ii Li if l� ji I J i'I f �23METAL CLAD OVERHANG k 11 1; 1! !1 "i tj li-I 111 Lf I !t 1 1 Ig2 It: 111 if Iifil, I I r ;' 'I ] '' '''I - 4 1 l�i TO MATCH ROOF T.O. Second Floor J i I] L L [I !. !L11- I-1 I 1 L-j 1_1 I - j! 1, k ULU I-] !L-J j1- SIDING MATERIAL 1 T.O. Second Floor i 11 ljj if j J-11 i it i lit, 1 if ii it i i 1 1; 11 h H I it Subfloor i Lj I Subfloor JUL-I I&! I I 11 1 i It I- _j,j ITL4 j : I -I T - 2 1/2" It I I,j j ,,� !1 1; 1 1 1 u I i!Al 1 LJ 1 1i !I i, [i 18' - 2 l� j it LIA 1 1 1 1/2 18' Jensen Residence it �i iI is J 1 j! I i 1 WOOD HANDRAIL II SIDING MATERIAL 1 j -I !-it I if Ll METAL STANTIONS & CABLE RAIL _j I fl, - t ti I: LL T _� i I i _1 1- J L LJ I- J l-!I I ! Q jo 11 L rIILJ -l"',�! 1! i i Road, Green port, Ll I JLI 1 A 1-i 1 J 9 1 J, J,L jI NY j__j j JL Ll 11 jj if if T.O. First Floor I! If I I' Ih T.O. First Floor _1 i J 1 1 1,J_ _T- i� _,j J! I TI 1 -1 Z�j- 1 3 1�- ' t ;'- r - - , 1 �I�1-1 �L �: �L�[ -ii-I Subfloor g Subfloo T I it i 1 71 81 I j; 1 1-1 1, U-11 5 7/8" Lj [I j. 5 7/8 IL.k.i I if I 11 ii iIIH I; ii j 5106125 Pricing Set BLUSTONE STEP Proposed West Elevation Proposed North Elevation J/Proposed West (yl/411 11-011 Scale: As Noted Title: r r, if L Proposed Exterior Elevations Sheet: A200 i L— FOLEY FIORE ARCHITECTURE ED ARC li,.S.FIoR 0255 O N. 1 1 - 2 A301 A300 --- II. I i I! II IIII II it I ! it li ! i jl it _ 30 !I ji I' 31 it II ( it ii p I I I I lI it J ! li II .1i�- 'L.`.I _' I 1 it II I I I I I I : I ' 1 l� Li ;! -- " I' Il I I' Ij I II I j ! I � � i i, .II III II 1 ..�1.� III ` it j it I! Il_�l it i! ' 'Ij 1 �1 1 I I II ',I .1 Il lI I I' _ I l 'I P ,I I 1 :1 1 LL J iI i I I F II l METAL SEAM ROOF :I I I I STANDING M T S O !i 1 I 1 I I II I : I II' , : i I i' I ,i i I II I I II I i I,I : I l -. � I I i , II i� 'il i', I, ,�! ,' J -r I I I II I ' I \ I h I I I I I :'i I 1 1� I I I '! I - i�, I i j I l �_U 1, I_ li I I II ' J i ! i; 'I -(� I , - I� I'1i II b; I, ,' I'1 I I - - 1', , ,I I I i I I Il -•i-. I- l-i.,.L�;.- � - ,, -.'I - - -1-1-r1 I: , 1, .a .1 , I l I: I I I I , I1 I I' I STANDING METAL SEAM ROOF !i (I Il ;' i I I ,,J �_-1':�� 1. J II , 'I' ! ,1 !I ' �I�I �1 I II I. I ''1 IIAI ,I iI , I'I I I Ijj I' ,- I. Ire 1 JI I I: ! .l t, , I I, ''I r ! I I'� II I I i i, I�' it I, :'i' I- 1 _i.l•�l - ', LI_..� _L-:_;.-- i I I I, i J 26 Pro osed Attic I ,1. ,III I I l I , i' I I p I I I I Proposed Attic 1 �I l 'I 1 111 1 ij l J.i i_,.,ii _ �I 1, .L_ l..a, l. _ _ a:_l,_1,.1i__. I I I; I it n I 1 I, I'I I! I' '! ! l -I. I, 'I �; '� - `1 -- I r i- 11.- 1 - ,• - 'I� i`,' - I; III - -I jl — Subfloor — 111 I, I Subfloor II I'I it i• 'I II II ll ! i� 1 11 II li _ _ ll II I; �I II III �• i, 'I 1- - : 1- I I II LI .11- .j i .I I - �11 I� 'L,_t L- - I. 27 3 /8 I Ir' I I 1i I _ I r �i� h I .I 1 l i I i ,i I I I I� I I I I I I `, 'I 1 I I' I: ii ( lit I I I ;I' I I'I i I I I I I I•l \ I !I I u \ I i - I_ \ \ \ li>! „1' I'r 'I \ \ \ l l \ \ \ \ \ \ \ ,L1 _l.--al / ,-I- \ \ \ II Ii,'• -.1 �. \\ 1 ;;- ((.,l y l� •_'I. I _ 1I- ,i-.- t rm/m 20 SIDING MATERIAL 1 / / / / i l // / ill I I 1 i. / / / / I I' SIDING MATERIAL 2 l 1 I ---- — l 1 � I— I:I_',I_�I':,:.1 I��Iii-I._1_1I1,!_'..'L1I._'',LJ.�1_�!:I:i.!I�.I'1I'L-__I,�LI,Ci!.'.•�, 1 l_iL� I I I Ili,I II SIDING MATERIAL t I„ I � I I iI � l 'I I;a i �I i I i atl . ,iI,�'• l; 1Ji -I iI1 If•I�I 1_1 1,7II :i)1 'I I I I � !I T.O.. Second Floor � ` IJ � I I ,_ � -i11 T.O. Second Floor8I �__, 11 21 k SubfloorI1 : (I- It � I Subfloor 1 ._fI � ! �I II-1 2 1/2 181 - 2 1/2n81 11 II ! it 11 _ :l I- L ..A_. I,_!I -L. �./ I' ;I✓ r IA Jensen Residence .i1 .il� .I_i .�' �'i1-I ,i -.-� Illi •I II i 'III I. 'i I ! � - r I I I I i. I I I I is I I 1 I -I I� AlI 'I II I ,Ll-�''-I _l 'I IJ- ,', I- i�. � _ _ -tl , _1 -�I ._:1 JL - - - , 'IIjl 1I it I \ 11 ,, 1 I'' it J,__ -I-1) 11-11-' // // // kl '..i.l 1 t:1 I''' _l' _l�` i� lI _I I� li �' II Ji II 1 II ' �J IH WOOD HANDRAIL II 'II� � I li I / / / I .I �- - 'li'' III I I`� '�I� I I I" - -`1"' ll i� I' / .,,; i-: - , , , .,.!t- -,t 1,� 1.i,i !-I. ''i.11.. - - �,� I' -.I-,� ll 1-11 (- 1 i ;,l 4 d I_�l 1-7-_I,1' / / / I$ I� _I 11 i�' : LI _ LI. ! ,1 - - 1 I i I_ -1 II I'' I_L-' J - 'I :1 7 j.j j ! O iJ 1 / METAL STANTIONS & CABLE RAIL i � I1, L ! .i I II i' I: ! a; It 4155 Bayshore j L II II 1, it JI' _ i' I,' ( III ll i1- / i II, ij Road, Greenport, I 1 1 _ �( I I 1 I I l it l l- t , III ��li i I l I. 1 I`I ll WOOD SCREENING T.O. First Floor l :1 i i1 1 1 .I ' I i! � - I 1' I ` r ', I" I`r Subfloor I,' I i; `I ;; Subfloor 1 11 ! ,1 j�' I, 1 I1 li II IIII ,1 h li I 1_ -,1 J-l 8 - 5 7/8 Il I I1 l:l ,1 ], - Date: Revision: � I I I 8' 5 7/8" I : 1 I I 1 I I i II i I� i 1 I II I !I 11 - Y- — 1-: 1 - 5/06/25 Pricing Set Proposed East Elevation Proposed South Elevation Scale: s Noted Title: Proposed Exterior Elevations Sheet: A201 r SECTION BUILD-UP KEY: 1 - ROOF: R-49+ -STANDING METAL SEAM ROOFING -GRACE ICE AND WATER SHIELD / ROOFING PAPER AS REQ'D -5/8" PLYWOOD (SEE STRUCTURAL) -ROOF RAFTERS (SEE STRUCTURAL) -5" CLOSED CELL INSULATION, R-35+ FOLEY FIORE ARCHITECTURE -4" OPEN CELL INSULATION, R-14+ -STRAPPING -GYPSUM BOARD W/ SKIM COAT 2 - EXTERIOR WALLS: R-20 &5ci -ALASKAN YELLOW CEDAR SHINGLE -SIDING VENT/ DRAINAGE / FURRING STRIPS / RAINSCREEN -1.5" RIGID INSULATION, R-5+ -SOLITEX MENTO 1000 MEMBRANE AIR & WATER BARRIER. SEAMS TAPED W/TESCON VANA PQEDAr?c T -1/2" PLYWOOD SHEATHING (SEE STRUCTURAL) ��' -2x FRAMING (SEE STRUCTURAL). FILL CAVITIES W/ INSULATION, R-20+ * �` ` -INTELLO PLUS MEMBRANE AIR BARRIER & SMART VAPOR RETARDER -FINISH MATERIAL. SEE INTERIOR ELEVATIONS �!p N0.02g53��Q� O N 3 - FLOOR SYSTEM: R-30+ -FINISH FLOOR, TBD -3/4" T&G ADVANTECH -FLOOR SYSTEM (SEE STRCTURAL) -OPEN CELL INSULATION, R-30+ -1/2" SHEATHING -STRAPPING -FINISH MATERIAL, TBD (3) 20" LVL MUNI ! I i ICI I I611 j p�'' i !I (2) 9 1/2" LVL ! �p (3) 1 1 7/8" LVL (3) 11 7/8" LVL Proposed Attic _ Proposed Attic Subfloor ' ! � 1 1 7/s° O.W.J. @ 16" O.C. o — _ Subfloor — i O III 0 ! I• ,; I: -!,_,� . !.:, , \ - �� I` (3) 7 1/4" LVL � (2) 11 7/8 LV I ' c� A if / \ (3) 2x 10 T.O. Second Floor T.O. Second Floor � \ / Co � _ Subfloor _ — Subfloor 11 7 8" O.W.J. @ 16" O.C. I o 18' - 2 1/2" 1 1`7 j8" O.W.J.@ 16" o.c. 2x8's 1 7/8" O.W.J. @ 16" O.C. 2X : I — 8s M s tEmw — — — Jensen Residence _ L 171 1 ! W14x26 / \ ' ►- !.L i.l! 1' / (3) 9 1/2" LVL _r ` (3)�2x6] - J !II 1 AI 1 i'i'.1, '/ PAD OUT WALL 2" FOR °° _I l l I'-t.l' I ,/ - U DOOR ao '� 2 2x10 4155 Ba shore (2) 11 7/8 LVL li . !! i !!, ;� ll ;J_, _ _i O Y � .l LJ� ii I i I' 11 � Road Green port, i! ;� i 2 11 7 8 LVL 00 p 1:1 PEI `1 I ' I�I �iJi Li 111 i ��' \\ W10X26tj i .l,,l NY I .i !1 1_" �i - T.O. First Floor , '' I_i Ij_ T.O. First Floor !`i �.,r T� T�z - -- - \ — Subfloor — Subfloor LVL' " Date: Revision: l 1 1 7/8" O.W.J. @ 16" O.C. j :i !I I' ij_III 8 - 5 7/8 :1 1 7/s"O.W.J. @ 16" O.0 1 1 7/8" O.W.J. @ 16" O.0 — — — — — — — 7 1 4 s PT 2x 10 @ 16 O.C. 5106125 Pricing Set -- — — — d I I W1 F�=_LI F_, I I I I Foundation Foundation - - - - -I — I— I— III — 3/4 11— — Scale: 2 Proposed N/S Section @Entry „ - As Noted 1/4 - 1 0 1/4 - 1 0 Title: Proposed Building 4u Cross Sections Sheet: A300 SECTION BUILD-UP KEY: 1 - ROOF: R-49+ -STANDING METAL SEAM ROOFING a -GRACE ICE AND WATER SHIELD / ROOFING PAPER AS REQ'D ' -5/8 PLYWOOD (SEE STRUCTURAL) -ROOF RAFTERS (SEE STRUCTURAL) -5" CLOSED CELL INSULATION, R-35+ FOLEY FIORE ARCHITECTURE -4" OPEN CELL INSULATION, R-14+ -STRAPPING -GYPSUM BOARD W/ SKIM COAT 2 - EXTERIOR WALLS: R-20 &5ci -ALASKAN YELLOW CEDAR SHINGLE -SIDING VENT / DRAINAGE / FURRING STRIPS / RAINSCREEN -1.5" RIGID INSULATION, R-5+ -SOLITEX MENTO 1000 MEMBRANE AIR & WATER BARRIER. SEAMS TAPED QED qR W/TESCON VANA \5�P LS.Flo Ry�T -1/2" PLYWOOD SHEATHING (SEE STRUCTURAL) -2x FRAMING (SEE STRUCTURAL). FILL CAVITIES W/ INSULATION, R-20+ -INTELLO PLUS MEMBRANE AIR BARRIER & SMART VAPOR RETARDER -FINISH MATERIAL. SEE INTERIOR ELEVATIONS srq N0.(5. oe� o N. ^t 3 - FLOOR SYSTEM: R-30+ -FINISH FLOOR, TBD -3/4" T&G ADVANTECH -FLOOR SYSTEM (SEE STRCTURAL) -OPEN CELL INSULATION, R-30+ -1/2" SHEATHING -STRAPPING -FINISH MATERIAL, TBD I (2) 11 7/8" LVL I I I i t i j I I , I I i I I i .\b Proposed Attic Co Subfloor oi 11 7/8' O.W.J. @ 16" O.c o — — — - -, 1 (4) 11 7/8" LVL I li_ I I I i (2) 11 7/8" LVL ,� 1111h + (1) 91/2 LVL L 11 7/8" LVL d. f T.O. Second Floor 11 i � _ Subfloor — 4 I`�❑� -5 1 2° LVL i i�j8"o.w.�. 0 18' - 2 1/2" Jensen Residence r — L 1 l�t �,- 11 i l ❑ ❑ I! i! 1'_Ij_I. � !1 I ❑� L i .iL_1. i W14x26 4155 Bayshore 00 L,I, i.: - _ _ o l�-!I--i'il-:i- (2) 2xlo Road, Greenport, NY ,';' ;„ O i it i 11 1-'- ,1 ❑ ®® , ~ 00 Li- l W 10x26 ! „ �, �� . � , ' T.O. First Floor Date: Revision: — — ; '' _ - - I �_ I _ Subfloor O.W.J. @ 16" O.C.— S/06/25 Pricing Set — PT 2x10 @ 16" O.C.- - — — — — I ) � � � '_ �• � �, - " _ •� , :, , - ., , _ ,, - - I = ,, J as -a 111 _❑ III —I—� IIII =I❑I❑I I_I ; a — III 'I -I I ❑ I=I—I I I I— I I II_ I = I—I II I I I Foundation Scale: — ❑❑ � t = ❑❑_ 1❑=t t =�ti ❑ = t ❑ T t = ❑ — -3/4" As Noted i-F.E, IFE1 A ❑ ❑ ❑ LF, ❑ ❑ ❑I ❑I I I❑ t ❑ ❑I ❑ Title: n Proposed ENV Section @ Living Room Proposed Building 1/4" = 1'-0" Cross Sections Sheet: A301