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HomeMy WebLinkAbout1000-103.-9-1.1 OFFICE LOCATION: *rjf SUUTy� MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Q Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 15, 2022 Re: LWRP Coastal Consistency Review for EILEEN B. OAKLEY SCTM# 1000-103-9-13.1 EILEEN B..OAKLEY, requests a Wetland Permit to construct a 71'x80.8' two=story,'•single-family dwelling with basement; a 24'x36' garage; install a septic system; and to install a driveway. Located: 3400 Little Neck Road, Cutchogue. SCTM# 1000-103-9-13.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP.' 1. The Board found the action consistent with the LWRP in 2019. 2. A 20' non-disturbance buffer was required. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan; Assistant Town Attorney - Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its siguficant beneficial and adverse erects upon the coastal area{which includes all of Southold To%D). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and-non- supportingfacts.acts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shallnot be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION R E C F-T V D SCTM# /0 3 09 - e3, r MAR 0 8 2022 PROJECT NAME `1 uonrd The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: FA Nature and extent of action: A-PPUCAA(i Pi'ZCJ 0156.9 Ty 60 N,5 XLICI V-AXr46rn11, may'x 3A, " &4M 66' , 6c Pere- 6�f 5r2s4 , b R I OCw ACJ As Pek .50 Sm 1 i:-6�6 6/TF FL 4N . Location of action: 3Yo 0 1,tMC TQC A16elt Ao 4 , Gy i eWO&V Site acreage: Z,Y5, Ae, Present land use: V-W^1 L.4,v-o Present zoning classification: �a 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: F6/ `f (b) Mailing address: .3316 1,17[.E /yOCI-- Ab C iC1/d&d F A /14 3 b (c) Telephone number:Area Code( ) A 5�4- (d) Application number,if any: 19'I Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable 6(J-&74Fa- PAOAL06,4L. /5 CoNSi S iE�� W/'?f �f� r°DL/Gy /N 7- 7— —/W polo —/W W ^� B'6y �42Y '-7Wc .4oVeA*6 o v It 7 E" UPIANp -/W ,p go40- IZi-q 1,3 uta 1'V-b - le //.3Y Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No E9 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable ,Sa18.fCGj- PrZ0Pa.S,4L_ W/j /Uei f/� 't-`{ DQ E Sy2126UAJb/N6- A4FA Ad VLF Prza.l"6u PRESt-AUr,S XU— 7' �s Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes F] No ® Not Applicable I Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑Not Applicable 9K Przo Pd sc d pru i-e-ci- eom ne,t6-5 t o r—19 THE 0E&u//246M6-AIFS 4/'� JUA*J?—. u�u ►lTzf Dc PA/a r�t�nP" 4C H6,44, ! 562t//cC5 �e A wf /EA- SuPAII I ANb �"w.4erE A"11770&f, &MOSIOAI 6CW 96L. M9,'+,fL1r-U3WILL ..SyAgejuNJ i�1f i.;PL4,v,6 PdAVON 4FE 7� Pr24Pc� LfB rSi uX86h byA;AJfr CONS/72.u4r Oro- i H6- P!14!T6ci WIu 40M AW WIN %1f6 i®W&I UP SolnW " .SIMM W 4Tr,- . M4#jAn0&-vi Re;t ✓//�6�?��r�S. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages.22 through 32 for evaluation criteria. LA ❑ ❑ Yes No Not Applicable vy,STC,T- fafjooa fie, wig mor su apvU,vb IN Car cee Sy 6<ceN 14a rAW ?k6_r ca Ee u�2t 5 �. ha[,l SfiFME-�r i aF d b4iW 56=_Lg� 9->Fi c/Z %B 77&- QN•6 iTE W A06 -, AAab �ttc' /VS *c. A KRosl e F AAJ 4F8102aVC0 .SoP17e- SYSE—EM gFa4/'C nl AAO STG2M-Wfr)-j6l2 IW N6E/49,N7 6 y.s 7cM S° Attach additional sheets if necessary Policy 7. Protect and 'improve air quality in the Town of Southold. See LNVRP Section III -- Policies Pages 32 through 34 for evaluation criteria. Yes ❑NoNot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. ❑ YeF-1 No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LVVRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LVVRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No© Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED 13Y &I CCS-6 J. � ���L�y' TITLE A60 44 eA N 41 DATE IAs ZZ IMPERVIOUS LOT COVERACE SURVEY OF PROPERTY 1. LOT NUMBERS SHOWN THUS:LO70 REFER TO ARa_MIGE MTTBAF_cA7r_IMAZI'DEM OVER UPLAND LOT AREA (58,835 Bq. ft.) MAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOELLER FOSTER DRIVEWAY AREA:4 200 eq.ft. I• SITUATE NILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 4,200 .i ft.>< .2 =714 Icu.a if DESCRIPTION AREA X LOT CO CUTCHOGUE ON MAY 21, 1990 AS FILE No.8841 714 cu.ft./42.2 a 17 vertical ft. of 8'dia.leaching peel required 2.FLOOD ZONE INFORMATION TAKEN FROM: PROVIDE(5)8' dlo.X 4' high STORM DRAIN POOLS ` H USE STEPS & 5,265 eq.ft. 9.89 FLOOD INSURANCE RATE MAP No. 3610300164 H ROOF AREA(HOUSE): 4.950 ft. C L.I.AF! ENTRA CE TOWN OF SOUTHOLD ZONE AE BASE FLOOD ELEVATIONS DEIERMINED 4,950 sq.ft.X 0.17-8e58 cu. ft. , GARAGE 832 sq.ft. 1.87 SUFFOLK COUNTY ZONE It•: AREAS OF 0.211 ANNUAL CHANCE FLOOD]AREAS OF 1x ANNUAL CHANCE FLOOD 859 cu.ft./42.2- 20.3 vertical ft.of W dia. leaching pool required NEW YORK WITH RARE MI DEPTH AR LESS THAN 1 FOOT LEVEES WTIH DRAINAGE AREAS HAN THAN PROVIDE(8)8' dia.X 4'high STORM DRAIN POOLS - 1 DRIVEWAY APRONS 330 Bq.ft. 0.69 ' 1 SOLVE Mil$AND AREAS S THANTm OOORW FROM IN ANNUAL CHANCE FtDOD, ZONE X AREAS DETERMINED To BE OUTSIDE THE 0.27 ANNUAL CHANCE FLOODPLAN. ROOF AREA(-GARAGE): B32 sq.ft. S.C. TAX No. 1000-103-09-13.1 sq.3.ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 1841 cu.ft./42..2= 3.3 vertical ft.of 8'dia. leaching pool required WALKS 510 eq,it. SCALE 1"=60' EXISTING ELEVATIONS ARE SHOWN THUS:ALK F.EL- FIRST FLOOR PROVIDE(1)W dia.X 4' high STORM DRAIN POOLS i TOTAL 6.937 eq.ft. 12.97 JULY 17, 2015 m- GARAGE FLOOR PROPOSED W VIA.X 4' DEEP DRYWELLSI0 JUNE 7.2017 ADD SPOT ELEVATION 4.MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,750 GALLONS. OCTOBER 23,01 8 ADD PRO 'OA 1 TANK; 10' DIA. 3.S' LIQUID DEPTH PROPOSED B' DIA.X 4'DEEP ORYWELLS WITH OPEN GRATES:� DECEMBER 10,2018 REVISE PER SCOHS OWN (1 8 1g k NYSDEC NOTICE(11/27/18) S.MINIMUM LEACHING SYSTEM FOR A B BEDROOM HOUSE IS 400 eq ft SIDEWALL AREA. JANUARY g,2019 LOCATED TOWN TRU D FLAGGING 8 LEACHING GALLEYS(8.5'u4.75')2' HIGH [=]PROPOSED FUTURE SOX EXPANSION GALLEY TOTAL LAT AREA = 106,723 11. WILSON ROAD 2.450 Ca.. I3 PROPOSED 8.5'X 4.75'X 2'HIGH LEACHING GALLEY UPLAND LOT AREA=53,835 eq.fl. 0 PROPOSED 1,750 OALLON SEPTIC TANK 1.236 ac. 6.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM RECD a' CERTIFIED T0: OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. - •�" WESTCOR LAND TITLE INSURANCE COMPANY ' 7.ALL EXISTING DWELLINGS WITHIN 150'OF SUBJECT PROPERTY ARE CONNECTED TO PUBLIC WATER. w COOKE ABSTRACT Corp .I $ THE NORTHERN TRUST COMPANY, 50 S. LASALLE STREET, CHICAGO, IL 60603 Eard s E Il R/Dp ate: .r�Rm+7695.56Y� s 2 5,20� ■ 366.48' �)e4 � VmTBBT ROLE LUTA VI�FOUNDa . '{ (TEST HOLE DUG BY McOONALO cu G �.,r ON SFPPEMBER 24. 1B 2:25PM) LOT % !-IAL M GMYISK BROWN SANDY'UMM OL �a1mI • ae'thold Town xodE }�' VAC Am ANTS WpppEs -- ,L1 �11iL FLAG FIB r vat•• o ° . BROWN SILTY SAND SM 0 .L7 ; ...0. • Aim •• 3, ... - - p3�Oa,F ALLAIh. jLIit. \ T p_ •v %:..,4 .;o Y� ` _ '(WW1-SPt•RTAW) r Q' 1�-I •:4I:: PALE BROWN DLT ML N S� pCK. ] r,� O' CIAO y.Ip.T13A 8 _N• fOV ,r�'Y" 5 \, I j•v.::�.•:.: O •,v ¢ 'O AL PALE BROWN SIVY SAND SM .MIL AL AL �ilh ,LVL FLAG 1* , l ; ;r. . 103 2 0 • > 6' A '1'� >�h. w� IS o ' m .18d ,N PALE BROWN FINE SAID SP mM y. EL 2 > FUO Fre W.AL •3:.' b n y N AVN. a c Cl ram y O , % �\ Ep{r,_E POST ERRE 1 g$.O0' N '" W ®� FINE SAID SP O % Mit AL ( '¢ SHRUBSiB.B n w O•P $ IYAFR N PALE BROWN oo c, ��,f � � MFADITw AL FUD E-5�N � � g ■�v1 S 81'03'00 R-9: 17' SILL N� �` 1`L AL '� °n , :"fi C."W r F. FSH r\,\ �1 o Ul iA; 1L FlAo E ,d, 4 - ' 1ISURM : �y OF r PR HIMUM Alh. 'ITh• i1UL .\\ i 450•p0� m D i� U !9 i� FOSU �}pSEE BY EPSW YO 's`AIE O AL � �E \ PUo�OwIRER LL-• C AL AL LOT 0. i W AL AL n YV AL HOUSE PROPOSED SEPTIC SYSTEM DETXIL s 81.03'00 iz a FlNISHEDC (NOT TO SCALE) RASH GMnE Southold Town C, ELEV.10.rEL-V.Bs -90 --Aoard of oto IFANMN. TOP E7..7 i --4'MN. - - 1 a�:..�...ICS'�` N.Y.S. LIc. No. 50487 OOUrB'D 4'DIA steps.6 Min.PITCH 1%4%1' ° MAP FRDVD � ' Nathan Taft Corwin ill es TO THIS SURVEY MS A VIOLATION OF 6A' W. El. f3'.6'r cn SECTION 7209 OF THE NEW YORK STATE Q 4� 7b' i h.-yE,S' - 6 HGHFST EKPFCIED GROUND WATER COPIES O LAW. Land Surveyor � HIGH wAmr OF EUGENE'S CREEK ELEV.1.Y COPIES OF THIS SUgy�'NAP NOT BEAaNQ BOTTOM 3.7 ELS -------- THE LAND SURVEYOR'S INKED SEAT.OR E7J805SFD SEAL SFHALL NOT BE CONSIDERED R ,r BOT.EL 6A' TD 8E A VALID TRUE COPE. GROUND y1AM PER Thi HOLE Successor To: Stanley J.Isakeen•Jr.I.S. SEPTIC TANK (t) 1. ELEv.0.2 CODIFICATIONS INDICATED HEREON SHALL RUN ey . IEAMING GALLEYS (8) ONLY TO THE PERSON FOR WHOM THE SURVEY JosepFi A Ingegno LS. 1.MINIMUM SEPRC TANK CAPArMES FOR A 6 BEDROOM HOUSE IS 1.750 GALLONS, II i-�+ IS PREPARED.AND ON HIS BEHALF 70 THE 1 TANK;10'DIA 3.5 LIQUID DEPTH j,MINDIUM WINO SISTEMI FOR @@ BEDROOM HOUSE IS 400 eq ft SIDEWALL AREA TITLE COMPANY GOVERNMENTAL AGENCY AND Title Surveys -Subdiovisions - Site Plans - Conshmilon Layout 2.CONCRETE BROIL HAVE A MINIMUM COMPRFSSI E SIRMOTH OF ADM sl AT 28 DAYS. 8 GALLEYS]2'DEEP„(6.5'a 4.75•) LENDING I iKIIIDN USTED HEREON,AND EAre d 70 THE ASSIGNEES OF THE LENDING INSTI- PHONE (831)727-2090 FDX (631)727-1727 S. WALLS M D�T'OAP SHOAL WM N�RBINNFFORCINO TO REsSW AN AOF 6 PPLIED FORM OOF�=PN.4 y LEACHING,6 RUCnURI3.SOUS DOMES AANo%0R �NFOACEO CONCRETE(OR FAUN) TU110N.CERTIFICATIONS ARE NOT TRANSFEWtBIE 4.ALL JOINS SHALL BE SEALED SO TNAT THE TANK®WA7ERRGHT. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). THE�JVSTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MMUNG ADDRESS S.THE SEFnC TANK SHALL BE INSTALLED AT LEVEL IN ALL OREETIONS(WITH A MAX TOLERANCE OF 11/47 4.A 10'MUL DISTANCE BETWEEN LEACHING GALLEYS AND.WATER UNE SHALL BE MAINTAINED. AND/OR EASEMENTS OF RECORD,S 1586 Main Road P.O.Box 16 ON A MINIMUM 3'TICK BED OF COMPACTED SAND OR PEA GRAVEL. S.AN B'min.DISTANCE.BETWEEN ALL LEACHING GALLEYS AND SE1n=TANK SHALL BE MANMNED. ANY, NOT SHOWN ARE NOT ORD. IF EEO. Jamesport, New York 11947 Jamesport.New York 11947 8.A 10'min.DISTANCE BmwEBN SEFne TANK AND HOUSE SHALL BE MWNTAINED. X11 ' �.• •• 111 1 • E-m Ory � r.6 t • S r{h� � rJ xi Nassau Pant SITE '' 41 o .. .. R. I.V ` � T Tax Map ' ' Eileen B. Oakley 3400 Little Neck Road, Cutchogue SCTM# 1000-103-9-13.1 k4. _ 21 2,111 4r *3 v. X 12 z .._. 20 s SITE '' t z e a 8. .,.� COUNTY OF SUFFOLK Cc.) i NOTICE a v .j ,M 1000 s�CT1O"^r' _ !Zeal Propertylax Service Agency WROEIWCE.ALTERATION SALE OR Y µ' ,a wE OFTRtBUTC&OF AM'PORTpN Of THE �? w s, ,N To1w.OF SOUTHOLO 103 J00 4ew w fk le,fbaflhnd YY 11901 ".. _ SUFFOLK COLMY TAX MAP Is PRp;BREO A + \ WgHDVT WR3RTEN P WSU)N OF THE P mai. REAL PROPGRTY TAX SERVICE 14;3t,Y X11 ' •.• •• 111 1 • �, � ;iter � `� �' a t�� ,fir, •_ 4� - }J• 1 '�� max. � :': t- t'4�: •- - f, "1E M �� �' ,•� � � �� �i ��,� � �� ', 1 } moi, �';A i•' ''r. a •� � � ' r r VA f M , i X11 H tx -'-� '�¢ ,A•:.,ice. • 111 1 • io 6 r ' ' q f x Ax r ♦t r �, -'�'F,a •, '+�' � �x . .fes I S"• d: I ii^: a � 'P' 6a�� ."ice ISA M• �i'�< ! �; P '�' jr.: �J . : rte- 0610yi tl l "' o,, rAniCM ..i LNC -,' lr.0 `• ,.rn. 41 asm,2 y?; -.._\ d.♦ ��L �] "r"h�� iw � s � �..-z a �\�`� }*y,.M w N `� i'5x �8-w"� ''� `•� 9"%'Z �,p'�� �!�'a�a ,e�S a4 jpNLw a kKyw .: is a :, ..• . 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(ppb R f .aR o _ '' � ♦+� yam. ,e a x..� 's g. `v. �.�:s� '� �' ✓ a ae t * `1 d 't +, v - Y a ”wb.,, .♦ ,F`�” � a t �� ;��,� ^� aYii _... t 5 E a� -_— '.• eqe +tx �. +eX,`Y; a. ( F•+ F,'z'X.` ;.F�' � °z — "w,4a a�F,J 8Y tis ♦v � �J �`.� �� ,� .,:� �� � 7� � � L ;°..� 't � ,u - r , e t M ._.._ .e $fA�c 4r rp,,y I S� �'ir +s.,y�s � � �,a � 3' •' _ Ar ,:i o e,0 ' ,� ya,`al♦ 17�:,a "S=` �. n 'i ifs '� ge 'k 'r �i ' Y s e '''', KI f♦ g,4e J +a a�^d ,.'`"° tcaaMa N Y i 4 ✓'i oyQrt `L *�F,^ ,y'a. �Ysr+ i P' �f�,y+' ,��r,s s♦, w4 ! y1 -4,41" a s ...._ .. ,�✓�Lr�4 i� e�S ; pF'„i�Z.qo � �3r � 1 -,'Ti'.;-. 1 y bs, a♦ 8rn. - ,�i,,v � � el 3A,r'� '* Art � !; o�wopO�`''♦`\. �♦ �� �w 4�,' ♦ Y� �,, ° �� . IV IL 3 s s �,i"k' rt; ;`� A � t�� r r a aT 'L° t E'rt♦ f �'.: < ' ��a� �'��� � fie, x�u.auoG.^;. nu, IF .)f 4 � 1 T ♦�F� � a�. ^isrv�� �5"'i••.:. .. `i p COUNTY SUFFOLK " NOi'E hal Prop Tr I.F Se i 1F r —O £ w„ w w "" aournow s 103 " wa,�r r ds wrt nrz e,w D .a,n� w,nmw "'w —_ �rw..ro. ✓� 'xmii�,t vmtniN�FNr<S4+nFTi. p ✓vw SITE DATA PROJECT DESCRIPTION 1NIL50N ROAD 56TM# 1000-103-0q-13.1 -CONSTRUCT 264.4' X 52.q' 4 BEDROOM RESIDENCE W/ BASEMENT PROPERTY: 3,100 LITTLE NECK ROAD -CONSTRUCT 23.4' X 38' GARAGE GUTGHOGUE, NY 11 q35 -STONE PATIO AND WALKINAY5 A5 5HOWN ON PLAN OWNER: EILEEN B OAKLEY -TOWN OF SOUTHOLD 1NETLAND5 PERMIT#8383 ZONING: R40 -NY50EG WETLANDS PERMIT #1-4135-04644/00001 0 0 -NEW SANITARY SYSTEM A5 PER 5CDH5 APPROVAL R-10-18-0133 nz LOT AREA -NEW UNDERGROUND WATER, GAS, AND ELECTRIC, UTILITIES TEMPORARY EROSION o TOTAL LOT AREA 106,123 5F � GpNTROL SILT Ft:NGE �i / o o o A5 REQUIRED 6"15.56 _r TOTAL UPLAND AREA 53,535 5F LIMIT OF GROUN U3 y x X =s PROPOSED LOT COVERAGE - - , � � o -66 48' ti RESIDENCE 3,554 5F -- - OAR �Nti STA_R0o• m - P GON RUG ON GARAGE q56 5F �' E T N E ___--_ ..� •' rn z -- o -�- STONE PATIO 5F N rn z rn FOUND --------------_---------- 520 — / , I O rCtt 'rn Q' _ -M IRE GONG.MON. \\ ' \J�i ; w z c DRIVEWAY APRONE> 445 5F o w 0 z rn P05T&W pY'1}- 'Q Q Q- o a FENCE \ \��O �� Q��P Q�J lor(D O� rn 7C WALK5 310 5F z c c z P . P� , ' pW a 0 c' --- FLAG E-8 P A >''`•. - i rn go U TEE5T ElOL.E AND WOODED v TOTAL 5,185 5F 10-15% ' , , - �' RY ERO510N �'\ 4?r<. pyo PR 05ED1 p O A O -TEMPO�L MEp.5URE5 .\ GONG PRN v z CONT UGTION SURVEYOR a�/r- \ `�UR1NG G Y BALE LINE ,e - iso- t NATHAN T. GORWIN III °03'00 ml& F NGE`.�NDIOR+-IA z , N pj E 1p 5-;; � K P >4.2 PR4p05E o PO BOX 16 JAMESPORT, NY 11 q41 a\�/r, \', NO �`. 91/S�M6ARU GAR�`G o �� \ f--'•. GOHGREilYN9N Y gU1L01NG z 0 1771: OR O ,\la, R 0 (N0 R °z O LICENSE NO. 50461 ,i/ FLA E-r `\ od \- SOILEAREA g1 DATED JANUARY 8 201 q I 1 I •` � �'� `' x12.5 a\Ur, '•, • �1` PT N G o 2 Dye `m — y TURF pN �� �s __-------- -n U• T\ �_-- ---- - -_ o O N _ cn O ?� \IG, `� 10`••/- s o 7'�� \ _-- Y`I -- - - p5T& FENCE n STORMlNATER CONTROL o z K� 0 �,-� `Y rn 0 o rn EE GGEgS z x8a FENCE P rn O O. c' a\IIr, I Pp.T\-1 C'R 1 '� �' 'Goy�`� o `• 1N 1 25 ORP�RY EROSION ',�a.�0 O R` \IA, dllr, �1 o ti o - v rn TEMP NGE y CONSTRUCTION ACTIVITIES: O O, 3 MEADOW S Z yty 'sem 2�'� .�0 SHRUBS -$ O 11 GONTROLSILT FE p Cup •O a\I/r, fi n d `so��p `� G Go `rte Z �� rn z �.1 0.o� °0 O P5 REQUIRED O O y — ►n y \FLAG E-5 G��9 ?'� �° `• v 3 T OF GROUND 7T 7- 1) INSTALLATION OF TEMPORARY ER05ION CONTROL MEASURES '� d G 1 I77 `� do c p ` 'P c `. xI lz \Il, d �, o p� c' .� DISTURBANCE 2) DEMOLITION OF EXISTING STRUCTURES AND BUILDING COMPONENTS �'(� d� o X13 oZ ,�= o (P DWE�t-1NG rn 3) EXCAVATION FOR NEW BASEMENT FOUNDATION TO DEPTH OF +/- 8' '- o O TER y �� U5E5 PUBUG INA \Il,, `,, -f• ° LOT O E S T K BELOW FINISHED GRADE C� ,I�/,, — ? -n Cu 4) CONSTRUCTION OF NEW FOUNDATION AND PORCH STRUCTURES ` FLAG E-4 o v� 6 0 �, CONSTRUCTION OF NEW RE51DENCE �� \ rn 5) GO `2 NY�I io � \, FLAG E-3 � •� \NE��^ ti� x PLAN DESIGN BUILD 6) NEW SANITARY SYSTEM AND UTILITIES 1/ ANN\GNv�`TeR AI//'' `. s ``. RpW0FTR 5 rn 1) CONSTRUCTION OF NEW 5NIMMING POOL AND PATIO ' 8) INSTALLATION OF NEW LAN05GAPING PLANTS AND LAWN5 AS REQUIRED 0 2 450 00 \� \�n, D RAIN I N CG S q) REMOVAL OF TEMPORARY ER05ION CONTROL MEASURES �° — ,I\\ E 2 '�"� \�/r, NEST GREEK • EXISTING 30' MINIMUM EXISTING 'O O' ,\Ilr \\`\ GROUND PAVED ROAD PO ROu 256 STORM WATER AND POLLUTION CONTROL MEASURES: `J' L/ /` POLLUTION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE ,t FLAG E-1 - 2"STONE OR FILTER CLOTH WITH THE PROVISIONS OF THE TOWN OF SOUTHOLD, CHAPTER 236, NOTES: REGYGLEDCONCRETE PROFILE NEM SUFFOLK, NY 11956 STORM WATER MANAGEMENT AND ER05ION AND SEDIMENT -STONE SIZE=2° Oil � -LENGTH=MIN.30' -THIGKNE55=b" (; ITE PLAN. 631 734-8416 CONTROL MEASURES. Cj a�°03'0 -WIDTH= 12'MIN. 30' MINIMUM STONE 1) PROTECT EXISTING VEGETATION TO REMAIN. SCALE ' 1 " = 30'-0" -MEINTAINENTRAOTEXTILE RIGBELO THROUGHOUT -MAINTAIN ENTRANCE THROUGHOUT CONSTRUCTION ,ENGINEER 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXPOSED DUE TO -IN5PEGT REGULARLY CLEARING AND GRADING. STABILIZE ALL AREAS THAT ARE GRADED AND CONDOM ENGINEERING, P.G. STRIPPED WITH TEMPORARY SEEDING. 1755 SIGSBEE ROAD 3) DIVERT RUNOFF WATER FROM CLEARED 5LOPE5 AND MINIMIZE LENGTH EXISTING z AND STEEPNESS. BUPPORTSTAKES* GROUND � ENTRANCE EPAV DG MATTITUCK, NY 11952 (2 PER BALE) � ROAD 4) INSTALL EROSION AND SEDIMENT CONTROL MEASURES AT PERIMETER STRAW SALES-INSTALL.EG SUPPORT STAKES*. 631 298-1986 OF DISTURBANCE AREA PRIOR TO START OF CONSTRUCTION AND DO vNSLO SIDAGAINST SPACING) MAINTAIN THROUGH PROJECT COMPLETION. FILTER FABRIC FENCE ��nlly 5) MAINTAIN STABILIZED CONSTRUCTION ENTRANCE. ` ISSUE/REI�ISIONS FILTER FABRIC FENCE FILL 6) RETAIN ALL RUNOFF ON SITE ACCORDING TO LOCAL REGULATIONS. DRAINAGE �ACTEb STABILIZED CONSTRUCTION 09. 14.20 1) CONTROL DUST" FROM CONSTRUCTION ACTIVITIES. � � BA"B" " ENTRANCE 8) CONTRACTOR 15 RESPONSIBLE FOR REGULAR MAINTENANCE AND ROOF AREA RESIDENCE & GARAGE ��, ;�=. INSPECTION OF: ALL CONTROL MEASURES TO MAINTAIN PROPER RESIDENCE ROOF AREA = 3554 5F _:. EXIS 1140 GROUND N.T.S. PERFORMANCE:. 3554 5F X 0.11 = 604/42.2 = 14.31 PROJECT q) DISPOSE OF ALL 50LID WA5TE AND DEBRIS ACCORDING A5 WELL AS PROVIDE (4) V DIA. X 4' DRAINAGE POOLS USE 2'X2°K48.(:t 3WOODOR (TEST HOLE DUG BY McDONALD GEOSCIENCE OAKLEY RESIDENGE TOXIC AND HAZARDOUS WA5TE ACCORDING TO LOCAL REGULATIONS. ECN1tVALEN7�EL(uaRT)sTAKEs ON SEPTEMBER 24, 18 2:25PM) EL. 9.0' o' 3400 LITTLE NECK ROAD 10) MAINTAIN TEMPORARY FENCING INHERE REQUIRED FOR SAFETY AND GARAGE ROOF AREA q56 5F GRAYISH BROWN SANDY LOAM OL 0.5' DEBRIS CONTROL. q56 5F X 0.11 = 163/42.2 = 3.86 PERMANENT STORM WATER CONTROLGUTGHOGUE, NY 11935 11) CONTRACTOR 1-0 REPORT ANY MODIFICATIONS DETAILED CONTROL PROVIDE (1) 8' DIA. X 4' DRAINAGE POOLS BROWN SILTY SAND SM MEASURES. TYPICAL DRYWELL DRAINAGE RING 3' i NOT TO SCALE PALE BROWN SILT ML NEW DRIVEWAY 5' EAST SCALE DRIVEWAY AREA = 4g40 5F A )E .J .nr IV,._r _ — - PALE BROWN SILTY SAND SM CREEK 1 _ 30' f` (9" ��� tip I \ ;I I—I =III= i 4g40 5F X 0.11 = 840/42.2 = 20 II�I�I TII=IiI 6' '° CONSTRUCTION NOTES illlll ®®® ® ® ® ® ®®® VIII PALE BROWN FINE SAND SP ! JHIV ^� ., PROVIDE (5) 8 DIA. X 4 DRAINAGE POOLS BAGKFLLW/ -=11I- Ii1= EL. o.z' ECT 1� Ili=1 ®®® ® ® ® ® ® ®IN –_ 8.8' GLEAN SAND = ®®® ® ® ® ® ® ®EN 2',3.5',4',6' -PROPOSED SINGLE FAMILY DWELLING WITH BASEMENT AND DETACHED ANDGRAVEL Iil=il E ?RAINING -'-- ` .,- ---,"R.)w-.--`-� '-III- ®®® ® ® ® ® ® ®®® III=1 TALLSEGTIONS tti,'i,{� 1=1 I—�- GARAGE =III= ®®® ® ® ® ® ® ®®® 1�1—I SITE PLAN -- III—II ®®® ® ® ® ® ® ®®® =111=_ WATER IN PALE BROWN PROP_ 05ED 8' DIA. X 4' DEEP DRYWELL5 -Iil=lir 1'1 15 TO BE EXCAVATED AND CONCRETE FOUNDATIONS ARE PROP05ED _ _ 1=11111- ®®® ® ® ® ® ® ®9n 10K = =i1 FINE SAND SP -PROPOSED DRAINAGE DRYWELL5 TO BE EXCAVATED Ii111111I l :99® ® ® ® ® ® ®®® �I II�Ii �I-1r.-F,llli ®®® ® ® ® ® ® ®®® 11111111111- NI -FILL TO BE FINE TO COARSE SAND A5 PER TEST HOLE -''' PROPOSED 8' DIA. X4' DEEP DRYWELL5 24"MINIMUM TO GROUND WATER 17' -AREA OF CLEARING/DISTURBANCE = 1,500 SF _ -- — — — — — — — — — — — — — — - - -NO TREES TO BE REMOVED OUT5IDE OF LIMIT OF CLEARING & WITH OPEN GRATES , GROUND DISTURBANCE LINE A5 SHOWN _ -' EROSION & SEDIMENT TEST HOLE LOCATION MAP CONTROL DETAILS N.T.S. N.T.S. N.T.S. GENER/ NOTES FRAMING NOTES DESIGN CRITERIA SQUARE FOOTAGE: 4106 5F INTERIOR 1. THE INFORMATION WITHIN TH15 SET OF CONSTRUCTION 850 5F COVERED PORCHES DOCUMENTS 15 RELATED TO BASK DESIGN INTENT AND FRAMING THE CONTRACTOR 15 TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY 1050 5F UNFINISHED BASEMENT DETAILS. THEY ARE INTENDED A5 A CONSTRUCTION AID, NOT A DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR 1420 5F CRAWL SPACE SUBSTITUTE FOR GENERALLY ACCCEPTED BUILDING PRACTICE AND TO CONSTRUCTION. 1608 5F GARAGE COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES. WOOD FRAMING 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL 1 . ALL LUMBER 15 TO BE NO. 2 OR BETTER DOUGLAS FIR LARCH (N) WITH THE TYPE OF WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT FOLLOWING MINIMUM SPECIFICATIONS: CONSTRUCTION: 51NGLE FAMILY FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND FB = 825 P51 CONVENTIONAL LIGHT FRAME REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK FV = g5 P51 WOOD CONSTRUCTION STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE FG PERP = 625 P51 ENERGY CONSERVATION CODE. E = 1,600,000 P51 DESIGN CRITERIA: 3. DESIGNER AND ENGINEER ARE NOT RESPONSIBLE FOR 2. ALL PARALLAM (P5L) LUMBER 15 TO HAVE THE FOLLOWING MINIMUM NY5 RESIDENTIAL CODE R301.2.1.1 AND UTILIZED METHODS AND PROCEDURES STIPULATED SUPERVISION OR INSPECTION OF TH15 CONSTRUCTION PROJECT. SPECIFICATIONS: IN CHAPTER 2 ENGINEERED DESIGN AND CHAPTER 3 PRESCRIPTIVE DESIGN IN THE 2001 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRANIN65 - FB = 2,1100 P51 AMERICAN FOREST AND PAPER A550CIATION WOOD FRAME CONSTRUCTION MANUAL (2001 DO NOT SCALE DRAWINGS. FV = 2q0 P51 WFCM) FOR ONE AND TWO FAMILY DWELLING UNITS AND A5CE 7. 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF FG PERP = 750 P51 2b DAY STRENGTH OF 3000 P51. E = 2,000,000 P51 GROUND SNOW LOAD: 20 P5F 6. DO NOT BACKFILL AGAINST FOUNDATON WALL5 UNTILL FLOOR 3. ALL MICROLLAM (LVL) LUMBER 15 TO HAVE THE FOLLOWING MINIMUM ROOF & ATTIC: 20 P5F L.L. SYSTEM INSTALLATION 15 COMPLETE. SPECIFICATIONS: 15 P5F D.L. 7. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. FB = 2,600 P51 15T & 2ND LIVING LEVELS: 40 P5F L.L. AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE FV = 285 P51 15 P5F D.L. PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, FG PERP = 750 P51 WIND SPEED: 135 MPH A5CE-7 MWFR5-METHOD 2 EXTERIOR DOORS, WINDOWS, DECKS, AND WHERE REQUIRED. E = 1,g00,000 P51 SEISMIC DE51ON CATEGORY: B b. NOTIFY ENGINEER IN WRITING OF ALL CHANGE5 PRIOR TO AND 4. ALL PRE55URE TREATED LUMBER 15 TO BE MCQ NO. 2 OR BETTER SOUTHERN WEATHERING: SEVERE DURING CONSTRUCTION. YELLOW PINE. FR05T LINE DEPTH: 36" q. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE FB = 1175 P51 TERMITE: MODERATE TO HEAVY NECE55ARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. FV = 110 P51 DECAY: SLIGHT 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL FG PERP = 660 P51 ICE SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE E = 1,700,000 P51 REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING 5. ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER ACCORDING TO NEW YORK STATE BUILDING CODE. BOARDS ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE WEST MANUFACTURER'S SPECIFICATIONS. 6. ALL TJ15 ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PLAN I DESIGN BUILD SPECIFICATIONS AND SHALL INCLUDE SQUASH BLOCKING AND WEB STIFFENERS AT BEARING POINTS ON GIRDERS AND OTHER LOAD BEARING AREAS. 7. ALL STRAPS, CONNECTORS, PLATES, BOLTS, NAILS, ETC. ARE TO BE PLUMBING RISER DIAGRAM. DESIGN DR,�ININGS GALVANIZED OR 5TAINLE55 STEEL. DE51ONATED CONNECTORS, STRAP ETC. NOT TO SCALE WE5T CREEK .FOUND) ION NOTES, ON THESE DRANING5 ARE MADE BY 51MP50N UNLE55 INDICATED PO 13OX 256 OTHERWISE. ALL CONNECTORS, STRAPS ETC. ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. NEW SUFFOLK, NY 11956 THE CONTRAICTOR 15 TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY 8. ALL FLOOR SHEATHING 15 TO BE 23/32 INCH AG TYPE PLYWOOD, TONGUE AND 4" ROOF VENT 631 134-8416 DISCREPANCIES ARE TO BE BROUGHT TO THE ENGINEER PRIOR TO GROOVE, WITH AN APA SPAN RATING OF 45/24. FLOOR SHEATHING SHALL BE CONSTRUCTION. GLUED AND 5CREWED TO THE FLOOR JOISTS ( 6" O.G. EDGES AND 12 " O.G. 3 1. ALL CONCRETE 4,000 P51 AFTER 25 DAYS MINIMUM. FIELD ). " 2. ALL REBAR,A5TM A-615 GRADE 60. g. ALL WALL 5HEATHING 15 TO BE 15/32 INCH APA RATED EXP05URE 1 PLYWOOD ENGINEER 3. FOOTINGS ARE TO BE INSTALLED ON UND15TURBED VIRGIN SOIL. THE AND SHALL BE NAILED WITH 10D COMMON NAILS 6" O.G. EDGES AND 12" O.G. LONDON ENGINEERING, P.C. BOTTOMS OF ALL FOOTINGS ARE TO BE INSTALLED A MINIMUM OF 3' BELOW FIELD. 10. 50LID BLOCKING 15 TO BE INSTALLED EVERY b' MAX OR MID SPAN OF ALL 1755 51G5EEE ROAD GRADE UNLE55 INDICATED OTHERWISE. FLOOR JOISTS WITH SPANS EXCEEDING 8'. 1 1/2" 1 1/2" 1 1/2" 1 1/2" � M�TTITUGK, NY 111152 4. REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALL5 WITHOUT WINDOWS ARE TO BE INSTALLED 10" BELOW THE TOP OF THE FOUNDATION WALL. 11. DOUBLE J015TS ARE TO BE INSTALLED BELOW PARALLEL WALL5. 1 1/2" 1 1/2" 1 1/2" 1 1/2" 5. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALL5 WITH WINDOWS ARE 12. BLOCKING 15 TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. W.C. W.C. 631 298-1986 TO BE INSTALLED 3" BELOW THE BOTTOM OF THE WINDOW OPENING. 13. WALL5 ARE TO BE FRAMED WITH 2X6 INCH 5TUD5 SPACED 16 INCHES OG WM b. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS UNLE55 INDICATED OTHERWI5E. [SHOWER OR BATH SHOWER OR BATH SECOND FLOOR 14. ALL BOLTS NUTS AND WA5HER5 ARE TO BE HOT DIPPED GALVANIZED. 2" 1 1/2" 1 1/2„ ISSUE/REVISIONS ARE TO BE .SEALED/GROUTED. 2" 3" 3" 2 7. THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND 09. 14.20 ELECTRICAL CONTRACTORS RELATIVE TO INSTALLATION OF 5LEEVE5 AND OTHER STEEL 3" if PENETRATIONS PRIOR TO POURING CONCRETE. 15. ALL STEEL 15 TO BE A5TM SPECIFICATION A-qq2-50 b. INSTALL ISOLATION JOINTS ALONG FOUNDATION WALL5 AND AT COLUMN AND 16. ALL STEEL USED IN THE FIRST FLOOR FRAMING 15 TO BE GALVANIZED IN PROJECT OTHER FLOOR PENETRATIONS. ACCORDANCE WITH A5TM SPECIFICATION A5TM A123 OAKLEY RE5IDENGE q. INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18' 17. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. MINIMUM. 18. 5QUARE/RECTANGULAR AND CIRCULAR COLUMN5 ARE TO BE A5TM 1 1/2" 1 1/2" 1 1/2" 3400 LITTLE NECK ROAD SPECIFICATION A500. 1 1/2" 1 1/2" 10. FOUNDATION EXCAVATION 15 NOT TO BE BACK FILLED PRIOR TO THE 1 1/2" 1 1/2" CUTCHOGUE, NY 11935 INSTALLATION OF THE FLOOR FRAMING. 1 q. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND " CONFORM TO AW5 AND A15C STANDARDS. W.C. LAV. W.C. 3 W.C. 11. BACKFILL ALONG FOUNDATION WALL5 15 TO BE GLEAN MATERIAL AND 15 TO �Av. (2) SINK SINK SINK BE MECHANICALLY COMPACTED IN 6" LIFTS TO 115% OF MAXIMUM DRY 20. ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. SHOWER OR BATH FIRST FLOOR DENSITY. 21. STEEL 15 TO BE PRIME COATED. 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2" SCALE 12. FOLLOW GOLD WEATHER CONCRETE TREATMENT RELATIVE TO ADD MIXTURES 22. 1/2" WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING 1 1/2" 3„ 2�� 3" 1 1/2" IC.O. N.T.5 311 V E" IN ACCORDANCE WITH AGI 212.3R. USE AIR-ENTRAINING ADMIXTURES PER POINTS AND OVER ALL COLUMN SUPPORTS. 3„ �._ �_ A5TM C260 AA5HTO M154 OR WATER REDUCING AND 5ET-CONTROLLING ADMIXTURES 23. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1/2 BOLTS AND . . PER A5TM C4g4, AA5HTO M 1114 ONLY. DO TO WOOD GIRDERS WITH 1/2" LAG BOLTS. �7RAWINC� JAN 2 5 2 { NOT USE CALCIUM CHLORIDE OR OTHER CORROSIVE TYPE ADMIXTURES. 24. ALL GIRDER 5PLICE5 ARE TO BE MADE ABOVE COLUMNS. 11/2 TO HOUSE NOTES ` SANITARY SYSTEM WM (OPTIONAL) BASEMENT FRAMING DETAILS FOUNDATION DETAILS HSS 5 X 5 X 1/2 /16 2x6 studs 16" OC HSS 5X5 X 3/8 5/8" Dia.Anchor Bolts 25" O.C. in 8' „ 3/4" Steel Base Plate 2„ 1/2' End Zones 29" O.C. Interior Zones 5/8" 0 Simpson TITAN Anchor Bolts I I I 9 1/2" 2x8 MCQ Sill _ Copper Termite Shield 6„ „ 1 3/16 I 2x6 studs 16" OC 3/4" Steel Base Plate 13" 5/8" Dia.Anchor Bolts 25" O.C. in 8' 1/2" 5/8" 0 Simpson TITAN Anchor Bolts I I End Zones 29" O.C. Interior Zones 3' F. „ I I 6" Copper Termite Shield 2„ L 2„ - { ti Expansion Joint and Steel Column Base Plate and Anchor Bolt Details Joint Sealer A 2 x 4 ACO Sill 10" a 6x6-W 1.4x1.4 WWM 4" Poured Concrete Slab 4" Poured Concrete Slab z Expansion Joint 10" and Joint Sealer 1-1/2" M Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018, Pages 149 and 193) Subbase -Compacted Fill WEST Joint Description Nail Spacing 3Subbase- Compacted Fill ROOF NAILING 20" 3„ O No. 5- 60 ksi Rebar 6 MIL Vapor Barrier Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter 311 (2) No. 5 Rebar 6 MIL Vapor Barrier Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d perjoist 20 B Foundation Section Detail p LAV DESIGN BVILD Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5- 16d each lap Foundation Section Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5- 16d each lap A Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Blocking to Rafter(Toe nailed) 2-8d 2-10d each end Rim Board to Rafter(End Nailed) 2- 16d 3-16d each end DESIGN D RAN I N CG 5 WALL FRAMING Top Plate to Top Plate(Face-nailed) 2- 16d(1) 2- 16d(1) per foot N E 5T GREEK Top Plates at Intersections(Face-nailed) 4- 16d 5-16d joists-each side I O BOX 2�6 Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16d 16"o.c.along edges To or Bottom Plate to Stud End Nailed 3-16d 2-40d per stud HSS 5 X 5 X 1/2 2 Top ( ) p �� NEIN 5U1=FOLK, NY 11 q36 Bottom Plate to Floor Joist, Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot 631 '734-8416 14" FLOOR FRAMING 14 "X 14"X 3/4" 3/16' ENGINEER Joistto Sill,Top Plate or Girder(Toe-nailed) 4-8d 4- 10d perjoist Base Plate 2" Bridging to Joist(Toe-nailed) 2-8d 2- 10d each end 14„ 5/8" 0 Simpson TITEN GO N D O N ENGINEERING, P.C. Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Anchor Bolts Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 2' Top of Footing -TOF 1 X55 5 I G 5 B E E ROAD Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 4,000 PSI Non Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 3/4"Steel Base Plate 2 Shrink Grout MATTITU GK, NY 11 q52 Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d (1) 3- 16d (1) per foot Pedestal ° ROOF SHEATHING ° ° 631 2q8-1 q86 Structural Panels(See Notes 4,5 and 6) Interior Zone 8d 10d 6"edge/12"field ° Perimeter Edge Zone 8d 10d 6"edge/6"field ° Gable End Rake with up to 1'Rake Overhang 8d 10d 6"edge/6"field 12" „ l r ° 155 U E/REV151 O N 5 CEILING SHEATHING `{ 3„ Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field ° ° ^ Oq. 1 4.20 v� WALL SHEATHING See Plans Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/12"field 3" Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field ° No. 5 Rebar PROJECT FLOOR SHEATHING C Isolated Footing Detail Step Footing Section OAKLEY RE5IDENGE Structural Panels 8d 10d 6"ed /12"field D 3400 LITTLE NECK ROAD 1 e or less g (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall G UT GHOG U E, NY 11 C135 be used where wall sheathing nailing is reduced. For example, if wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain load path. (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used. SCALE (3)Tabulated 12 inch o.c. nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. (4) For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,the 4 foot 1 /4�� = 1 perimeter zone attachment requirements shall be used. (5)Tabulated 12 inch o.c. nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. (6)For wind speeds greater than 130 mph, blocking is required which transfers shear load to two additional rafters(3 rafters in total). (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. ]7 RAN I N G NOTES & DETAIL5�J [0JAN► 25 2,,:, Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. 0 21-011 �} 3"No.8 Screws 12"OC o,o Framing RAFTER ' 1 O3 0 0 3 2.5A TOP PLATE Simpson LSTA30 Rid O Washer HEADER S each O 1 O O (Typ.) DDE OR O O 0 Simpson MTS30 Rafter Strap 12" at each Rafter TailO O PLYWOOD RAFTER O O O O OP PLATE Glass STUD O O O O O O O O Plastic-Coated Permanent Simpson H2A Hurricane Ties O1 O2 E50] O1 O1 0 O Wood Screw Anchors at each Rafter Tail Glass OO O O O O 12"Plywood OO O O O O Framing STU BOTTOM O O O 1 PLATE OO O O O O 3 Washer RIM JOIST O O (zScrews P)3"No.8 TOPPLATE 2 O 1 12"OC O O 3 O Detail A-Typical Attachment of Plywood Openings O O Protection to Wood-Frame Building O O O O Simpson ST22 Shap v Note: In Lieu of Screws,Lugs with Nuts and O 1 Typical 2nd Floor Washers May be Used � 0 Strapping�; Detail O 0 O 1 1 O - 2 2 Light O Wood-Frame Wall ® O ® ® 1 Zone 1 Zone 2 Zone 3 WEST :�E SIMPSONLSTA36 Field 6" OC 12" OC 4" OC STRA Numberof� PLAN DESIGN BUILD SIMPSO STRAP Panel Edges 6" OC 6" OC 4" OC Box Nails STRAP Simpson BP See Typical Wall and Detail Sill Stra Strapping Nailing Requirements for 140 MPH, 3 Sec. Peak Gust, A pp g 12" Thick Roof Sheathing with 8d Common Nails or 10d Box Nails DESIGN ORA I N GS Detail STRAPPING DETAILS ROOF SHEATHING NAILING DETAILS NE5T GREEK Plywood Openings Protection; a �/ N .T.S. PO N.T.S. Thickness Depends on r 13OX 256 Window Opening Width(I) SIMPSON SPH4 NEIN 5 U F FOLK, NY 11 q56 STRAP LTE TO 120 MPH CERTIFIED WINDOW INSTALLAtTIOI SiMPSON LSTA9 D PANEL WINDOW AND DOOR PROTECTION FOR V 631 134-5416 STRAP BUILDINGS _N1 WIND-BORN DEBRIS PROTECTION ENGINEER TYPICAL WINDOW AND DOOR =Length of Beam GONDOLA ENGINEERING, P.G. HEADER STRAPPING DETAIL No OpeningsOpen�ngsNo Openings 1755 5 I G 5 B E E ROAD EACH CORNER M MATTITUCK, NY 11852 N.T.S. - 631 2q8-1 %6 rea MIN.DISTANCE available MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B for openings 15 5 U E/RE1�15 I O N 5 LARGER THAN 11/2" 1 1/2"HOLE MAY BE CUT NO FIELD CUT IN CANTILEVER ANYWHERE IN WEB OUT Range Of Web Openings 0q. 14.20 HOLES IN SIDE OF HATCHED ZONE HATCHED ZONES DO NOT CUT OR Along Length Of Beam NOTCH FLANGE. 6„ ❑ O ❑ 6 3/ts" 6 L 2 X 0 D L 2 X D 6 6 Range of depth of Circular 1 MINIMUM 2 MIGMMUM beam for openings opening 4-1/2"0 Bolts PROJECT (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE HOLES EXCEPT 1/2"Web Stiffener 1/2"Web Stiffener KNOCKOUTS) PERMITTED N THE GROUP PERIMETER MEETS DO NOT CUT HOLES IN 1/2"R(T,P.) O KL EY RE5 I D E N G E REQUIREMENTS FOR ROUND OR SQUARE HOLES. Steel Beam CANTILEVER REINFORCEMENT. MINIMUTABLE M DISTANEND CE 3400 LITTLE NECK ROAD MINIh�UM(DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT To 14-112"O Bolts JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 1/4"Stl.Plate DEPTH 2" 3" 4" 5" 6%" 7" 8�/" 11" 13" 2" 3" 4" 5" 6Y" 7" 8��" 11" 13" - 4�31CUTCHOGUE, NY 11 q35 9Y" 360 V-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'-6" Z-6" T-6" 5'-0" 5'-6" ts" 11�/" 560 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 8'-0" 1'-0" 2'-0" T-6" F-0" T-0" T-6" 8'-0" 14" 560 V-0" 1'-0" V-0" V-0" 2'-6" T-0" 6-0" 9'-0" 1'-0" 1'-0" 1'4" 3'-6" 6'-6" T-0" 9'-0" 10'-0" NOTE: 1'-0" V-0" V-0" 1'-0" 1'-0" V-0" 3'-0" 6'6" 10'0" 1'0" 1'0" 1'0" 1'6" 5'0" 6'0" 0'-0" 11'-0" 12'-0" 1 S2 W S3 W Unless indicated otherwise,all interior columns are 16" 560 to be bolted to steel girders with 1/2"bolts and all In I =Diameter of circular opening Height of rectangular opening =D/3 D/4 perimeter columns and beams are to be welded. SCAL = = TABLE B•INTERMEDIATE OR CANTILEVER SUPPORT W=Width of rectangular opening =D/4 1 /411 /4t' = 1 1 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT TYPICAL INTERIOR STEEL COLUMN ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE S1 =Minimum distance l r transverse member=D JOIST �-J1® or 12',whichever is larger. DEPTH 2" 3" 4" 5" 6Y" 7" 87/" 11" 13" 2" Y 4" 5' 6Y" 7" 87/," 11" 13" =Minimum distance between openings based S2oRs3- TO STEEL BEAM COLUMN DETAIL 9 1/2" ' 2'-6" 3-0" 4'4" 5'4" 8'4" 2'-6" 3.0" 4'-6" 6'-6" T-6" On larger opening =3 x d OR 3 x h OR 3 x w,360 }}��' A '^' 3'-0" 4'-0" 5'-6" V-6" 9'-0" T-0" 4'-6" 5'-6" T-6" F-0" whichever is larger N.T.S. D RA `�I N G 11 7/8' • 1'6" T-0" 4'-6" F-6" 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6'4" 8'-0" 10'-6" 11'-0" 12'4" 14" i60 T 0" T-0" V-6" T-6" F-6" 6'-6" 9'-6" 13'-6" V-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" 16" ;60 1'-0" 1'-0" V-0" T-0" 2'-6" T-6" T-0" 11'-0" 15'-0" V-0" 1'-0" T-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'0" Opening Size and Spacing NOTE 5 & DETAIL 5 Notes: RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. 1 HOLE MAYBE LOCATED VERTICALLY ANYWHERE WITHIN THE WThis detail may be used for shop or field cut openings withoutEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. consultingthe structural engineer An opening enin outside these 1 i� KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY 00 NOT AFFECT HOLE PLACEMENT. constraintmust be approved by the structural engineer t9 � il r J .FOR SIMPLE SPAN(5'MINIMUM), UNIFORMLY LOADED JOISTS USED IN RE51DENTIAL APPLICATIONS,ONE MAXIMUM 51ZE ROUND HOLE MAY BE LOCATED AT THE CENTER OF THE J015T SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. 2 All field cut openings must be cut with as smooth of edges as -DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPEGIFIER'5 GUIDES. FOR OTHER LOAD possible and then ground to eliminate notches and irregularities ' JAN' 2 i CONDITIONS OR HOLE GONFIGURATION5 USE ILEVELO TJ-BEAM®50FTYNARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. TYPICAL BEAM PENETRATION DETAIL Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education -,- Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 54 ,! ALLOWABLE HOLES - TJI® JOISTS N.T.S. Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Bora ro, o. the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. B SQUARE FOOTAGE I UNFINI5HED BASEMENT 1050 5F I 64'-81/4" CRAWL 5PAGE 1420 5F I d5'-b 1/4" I b"THK. POURED GONG. r - - - - - - - - - J- - - - - - - - - - FOUNDATION WALL W/ 8X16 FOOTING -�' FIREPLACE SUPPORT - - - - -, I II II I�FIREPLAGE�I L- - - - n'- - - - t- - - - - - - - - - t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — .r V 'r ABO E • J 4' _ •Q 4 j� , I1-1-7157'51.7 U5H— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B — I ' S-3 I I I I I I I I I I I 8X16 VENT TYP. I = I I 10" THK. POURED BLUESTABDYE PORCH CONCRETE SLAB I I I I ► W/#5 REBAR @24" O.G. I , I I 5'X5'X12"FOOTING K#5 I I ► REBARI3"O.G.BOTHDR. _� I 4" WIDE STEP 4"WIDE STEP H55 5X5X1/2 COLUMN ~ @ TOP OF WALL i @ TOP OF WALL I I i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I i77 WSX24 I I o i - - - - - - - - -- - - - - - - - - - - - - - - - - - t- -1 —'1- -I - 1— - -I- - --I — I 51MP50N I 1'-11 318" 20'-5 1/2" 1 31/4 12"X20" POURED GONG. FOOTING L - - - - - - - � = o GONNEGTOR5 ' _ I I I 3 1/2"X11 /8" 5L r (MIT3511.bb-2) i I I SET ON UNDISTURBED 501E W/(2)#5 "' I I 6 13/16" I I I I I I I I I I !`> I CONTINUOUS REBAR I ( 2'-b 5/16" 1 4"THK. POURED 8'-1 5-101/811'-10 1/ 2'_4 /2"X r �, CONCRETE SLAB8X16 VENT TYP. 1112" t-'L I "T R N Ln ,� I W/6X6, #10/#10 WWM v, I I 10 HK. POURED GO G. WEST CILVE-EK FOUNDATION WALL W/#5 REBAR J I I b"GONG.BLOCK WALL I J I 36 O.G. EACH WAY W/36 SPLICE tl) - TO BOTTOM OF FLR. p% I 2 I 0. m J015TS I tL (n to tL tL tL tL tL U- @ FIREPLACE5UPPORT ~ ~ W/LIQUID APPLIED DAMPROOFING 9'-11 3/4" 4'-4 13/16" - - I v a I � o aI I I � , 0 0 0 awl I al 0_1 0-al � I �I _jI � a , �o a -, PLAN DESJGN � BUILD I r I P m 6 CRAWL BASEMENT ( LL _ I I t- � I � (2)#5 CONTINUOUS REAR r ry I 3- /2"X11-1/8"P5L GONCREtE FLOOR N N N cv 7 TOP OF WALL H mi I I I - - - N 3-1/2"X11 1/8"PSL m I I I m I cn I m I m I cis I tri� cn I ( cv in _J mry _1 DESIGN DRAWINGS 8 16 VENT TYP. I KITCH. 15LAND b'Xb'X12"FOOTING WW5 I I LL I RFBAR13"OCOBOTH tDR. I GABINETABOVE F1-716"TJ ST50@16"O.G. 1NE5T GREEK H AG b11�P50N I I I I I I 5/5"X 12"ANCHOR BOLTS @ 25" O.G. Q �/ STEP FOOTING m AIR-Ho NDLER NNEGTO , HVAC I PO BOX 256 AT VEND ZONES AND 29" O.G. AT IT 2.31/11.8 )TYP. I I Al R-HANDL R INTERIOR ZONES W/3X3X3/16" I 17-5 3/16" METAL WASHER NEN 5 U F FOLK NY 11 q56 11'-11 3/8" 9'-11 1116" 13' 9'-1 3 8" _ _ _ _12'-51/8" _ _ 3'-9 3/4" ` H55 5 5X1/2 I I I H55 5X5X1/2 I H55 5X5X1/2 H55 5X5X1/ -I I I T�55 5k5:X1/ I STEP FOOTING �— - - - - - - - - — - - - - - - - - -o - - - - -1- - - - - - - — - - - - - - - - — — — — - - -J_ 12" FROM EACH CORNER 631 134-8416 — — I — — — — — — 5-1/4"M 1 118" L FLUSH BEAM — — — — • —6 515" — — — — — _ — 13 1/2"X11-1/8"PSL m — 14'-4 9/16" — — — — — — — —12'-4 11/16" — — I — 2'-6"x2'.b"x22"FOOTING WI#5 r — —I— — 1'-31/5"_1 — —� 17 _ — — — — J I , REBAR 11"O.C.BOTH DR. J 6' 4' 9 1/2" _\515/8" I — .p SI to I I H55 5X5X1/2 COLUMN : — — — — �I r I 4'X4'X12"FOOTING W/#5 ctX�� `- I N G I N E E R F LL it h " I REBAR 13"O.G.BOTH DR. " ' H i o I 4 THK. POURED I 2'-6'X2'-b" ,2"FOOTING WI#5 H555X5X1/2COLUMN IX llI I �.., ( I LONDON ENGINEERING P.G. to ~ REBAR 11"0.0 BOTH DR. I CONCRETE 5LAB g� D_ o 5 1/2' � X H5 5X5X1/�COLUMN 2'-9" ,—2' 11/21, 4'-9 1/2' W/6X6, #10/#10 WWM I r `� 14'35/8" r I I 1 X55 51G5BEE ROAD 8"THK. POURED ONG. I I v0 v -� � I I FOUNDATION LL W/ L_ I X ry I P05T UP v _ _ I PosT u I I — — — I — —I I I I �j 8X16 FO TING .: S o — —'— o I I I I MATTITUGK, NY 11 q52 N crs I I 4' 11'-2" _ _ '° �n I I BASEMENT ENTRY 5 AIRS — — —�— — — — — (dJ L x I _ L _ L 1;LI J o ~ BOILER 3'-4 1/2" _j25-4 3/4" o up - - - O - 631 2q8-1 q86 I ' m r I I III I I SILn I of o I I I I „ 17 BASEMENT 1 — _ U- " tu 10 THK. POURED PROPANE `r' - r CONCRETE FLOOR �' I — v ~ O I I I CONCRETE SLAB r - I 5 114"X11 1/8" 5L .-I I - I - � - I I SERVICE 16-1' 7 L - - I I W/#5 REBAR @24 O.G. 155 U E/REYI S I G N S ° IENTRANCE I I ► - i in _J �I I I r (3j 0 18'-9 3/4° — — 0"1.14.20 - - - - - - - - - I ►L J - - - - -— I 3'-b"X3' "X12"FOOTING W/#5 � I — ~ I X REBAR 1"O.G.BOTH DR. r •v `A J B-- H55 5X X1/2 COLUMN J • 5'-1 114" � I `''I� � — — — CUANN4024 I to IL � v X — I I - - - - - - - - - -1 10" „_� :, x1o" � o � TER I :� I � PROJECT Fn 4'-11 8'-b" 5'-21/4 I 5E ICE I �I � :_� I— — — — — — �-- — — --�—I — — — —r — — �m --J-3-1 1/��PP��l. 1- J — ,;' I OAKLEY RESIDENCE _ 400 LITTLE NECK ROAD WINDOW WELL AREA WALL — — '7•- — — � — — — — — — — — — M1• — _GUAWNao2a —_ _ — — — 8"THK. P.G.WALL W/ 3'-4" 3'-4" I a 8X16 FOOTING I ( I I I A ( — — —J '` I m CUTCHOCG U E, NY 11 q35 VERIFY STEM WALL 10" THK. POURED - t;, TOP ELEVATION CONCRETE 5LAB 1 4"W STEP @ TOP OF WALL I S-3 r W/#5 REBAR @24" O.G. WINDOW WELL AREA WALL BLUESTONE PORCH ABOVE L- - - - - - - - - -- - - - - - - - --� I b"THK.P.G.WALL W/ 8X16 FOOTING I VERIFY STEM WALL 1 /4 -- 1 L_ - - - - - - - - - - T - - - - - - - - L — J TOP ELEVATION I I II BRAINING L - - - - - - - - - - - - - - - -� 9' 4'-4 1/2" b'8" 10'-4 1/4" 10'-3 1/4" 10'-3 1!4" 10'-11 1!2" b'-8" 4'-10 1/4"---7/ 5'-2 1/4" FOUNDATION PLA N I I 21'-4 3/4" 20'-6 1/2" 22'-5 3/4" 64'-5" ffll F, r EL I DJ81 N u IN PLA i� ` '� A 1 I �i1 JAS' 25 �► �� SCALE : 1/4 = 1 -0 - " B I I 14' SQUARE FOOTAGE 4' 11'8" 4' I 33'-11 3/8" 10'-9 5/8" 11 1/4" 4, 11 1/4" —11'-q" 11 1/4" q'-3 1/4" 11 1/4" 4'-11 1/8" 4'-11 1/8" 11 1/4" 4, 11 114" 14' FIRST FLOOR 2 0 STONE VENEER CHIMNEY , , 1-1/2"STONE STONE STEPS 1'-1" 1-1" 1'-1" I FIN15HED STRUCTURAL COLUMN 6 F 1/2"GEMENT BACKER BOARD = SIZE 15 1/4"X 15 1/4"TYP. ��GO N D FLOOR 1446 S F 5/8"PLYWOOD SHEATHING �'_1" 2'q" 2'-q" ?'-1" I 3-1/2"FRAMING I TOTAL INTERIOR 4106 SF 31/2" t GUDH-N63226 E GUDH-N63226 E I I ry ry (N G G ; _I ._ _.._,......._....__._....... .... ._.'.......... _ _....... ........_._..:. - ..._..._.. - -...........- _ .. 1. — J j G011/ERED PORCHES 850 SF (2)q-1/2"LVL HDR. (2) -1/2"LVL HDR. 1 ......-1 _ _ (2)14"LV HEADER m j (2)14"LV HEA ER i r i I i i _ 1 ry FIR ROCK PRE-ENGINEERE FIRE ROCK I( T 1 � IR PAG L........... ...i .. ..... .. 1.................... ............L_............ ._...1... ...__..._.. '... .........._....1.__....... ..........L...._. ... .. .._. -... .. (_ I. m PATIO 523 5 F ry 36 MASONRY GA5 F E L E L........., _. I. I .........._..........._ I 1.0 .. an W/METAL FLUE `r \ � I � I ............. 1..._..... n2X10 @16"O.G.R.R. 2X10 @16' O.G. R.R. �_� j { 1......... ....._..i._......... .........� _.. I I (i Qr.. ._I. I............ I r 1....._.. .. ..._....1.. ..... .._.. ._.._ _... .._..... ....... 141/2".1 1 1 I I O 1 __ W .....i 1 IY i 1 1 1 I 1 1 1 1 1 Y _1._.....J _.....__..........._. .. ............... � ......... r 'SKYttGFtT--�t r_._SkYtiG1-IT-�r r--SKYN HT�-t-r--51f'YL16HT......�,_. . .... ._... ._.. ..._... _-_.SKYLIGHT._r i ....r..r- )C, i i II r �? , i i � I 1.... T._ � _ I .....J � � -....-- ry r I I r J S ABODELu N v b > I > o I ABOVE III ABOVE I I{ -. ...L. I I r 9B11YE ._ I I `p ..._. � 8@Q1lF i i I i i I i I Q� T I ry j aJ �..._. ............. _. ........ ..... (_ _ _5� ....... I...... .............. L........_. .�... r...r.�.. __.r._.. ... _ _ _. _. ._.. ..... ....... W ry w m.. 1 �\o... J..... I STONE STEPS t <p � � � .—. ': i I I I I i I I I -..... ,yj VJ (p ry I I 1 I 11 j 1 I ..... __----------..--- ._..-_- _ -_--.... .......... .........._._._.._..._..__. ..._._.____ ... O Ei�ED f'OI�GH r I _ v r r n r i , BLUESTONE PLt7OR -. ry_. tv - - .. ..r r...._ _.� r. _.r_. r,.._............... _..__{ m 1 r p �i .. .......:....... . ...L... ....................L..... .. ............1.. ......................1................................I_.... ....,._........ . ......................_.... VAULTED.GE L..BLADED .1.. ...._. _.... ... .... . i L......... .. i __ �. ..... .._ KING j d J J J . ! J I ) X p, ry I...............: J y 11� 1> I� I> >I I I I I I I I....,.../ I I : EXTERIOR WALL W/SHINGLE 51DING - J J _ _..� _........ Q v r (VAULTEDGEILING) T �i 7t � ' j I > > 1 ' '' � � . �i � � � 1/4"LVL.F.J. 16" ' ....... .... J J .. ( ; ( 1 N BL G. PAPER ON I. ...._..... .. .... 1. ........... @ �: .. ............. . ......: . .l._......_.._..__..._....�...... _.. ..1................_............._ ...._.._.........._.........1 ..........._... _ .._. ........ O 30# D E 2X8 FALSE R.R .. v m .o BAY/ INDON ABOVE I � I 11 5/S PLYWD. 5HEATHING 16" w v ._.. ._... ______........_. _.............................._........._i......._...._.....__.__. .. a _.................._'-__........._..........._..L...... .._.___..___ ......._.._.-_.. __.._......._ _..__..._......._.. _._..._ __.._...___ _.._..__.._..__ ............ ...._..... ._---........._ ___. ..... _...... i ON 2X6@16" O.G. FRAMING (TYP. (3)q-� 2�vL�—�— _� L._ _ ._ ; _._; _. 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I I in m I LINE OF WALLS ABOVE I lJ 1 I I > x�....... ; I i _....... rp ro mNEST GREEK 11-7/ "TJI 1 "O.G.FLR.JOI T5 r __ ..... u v I I v I II I I I I a H55 5X5X1/2 I I I I H55 5X5X112 I 5'-11/4" 4'-q3/4" 4'-11/4" i I I I I I m I I KITCHEN 1 �� ry 1 PO BO\/ 256 Ip — m u /� U 32x84 30x84 72100 - - - - - - - '--- - - - - - - v ry 2X10 @16 O.G. R.R. — — - - - - ( )q-1/4"�Vl_R.R.,_ 2'-0 5/8" 1 T - - I 2"x11 1/8' -- - NEhl 5UFFOLK, NY 11 q56 3 5/8" )RE551N 3 12' 1 1/4" - FLUSH 1 I H555XSX112 3-1/2"x11-7/8' PSL FLUSH Ib" —� r I (8'_8"DROPPED I ROO I -q 1/4" ! 4....._.....I y� r I ' r LINE OF WALLS ABOVE J 11-1/8"TJI/560 @16"O.G. FLR.JOI 5 7-10 11 / 'TJI/560 FJ I rno739 W _. 631 '134-8416 5a3MVa4 d3a H555X5X12 I -I " I I CEILING HTJ - i I � v1 I I a3z33a� in p I 11 7/8"TJII560 @16"O.G. F R.JOISTS W I I I �I I 3-1/2" 1 _ (q'-q 3/4"PEILING) - I I (�- o J III I� OFFICE N 11 Z r- 42x84 i L� �• BASEMENT > X I I u I 3-1/2 x - - -_- - - — - — - - .. .._.._.......� -- - j - - ENTRY = - - - - - - - - - - - Iry (8'-8"DROPPED m I I I t 1-718"P L I I I I I - i ! ... ENGINEER O C — — — — — -r- — 3•-11 '^1/�"-P5� N H NU LABIN ETS OVE � Q , _ a 3 1/2�X 1 1/8"PSL FLUS 6 O m J f' I o ......; o 00 CEILING HT.) 3'-11 /8" I r I I I Im I I I� I I I m HALL I I>= X10 i X I .fl in nl I I iv I LINE OF WALL5 ABOVE I I I ° ry ry I - � 4'-1 1/4" (8'-8"GEIL.)I I I-� C _ I ' __ _ _ _ __ _ _ _ __ _ _ _ CONDON ENGINEERING P.C. �- a) (2)q-1/4 LVL H�ADER FLUS I I _ E I - - - - - m- - - - - L - - . . . . . . . . . .. . - - - - - - - - - - - - - - - _ r r N_. I STC 5T P G 30x84 9 1/2"LVL W/ ,I/Z"X9 STL-PLT — - - -- - - - - I I I _ o / I I J ry...I - _ ... 5-1/4"X1 1-7/8"P5L _ x x _> ! - -01 (SET AT LOW D PLATE HT.) '^ I I I P `~ m VA LUE5T E OOR - 1755 S 1 G S B E E ROAD x I to III th I �N �r n - I I I i LTEA EI BEADED I ►- s 2X10 @16"O.G. R.R. �� I I I I m 5'-81/2" m I I I I� ry i _ I MATTITUG Y 11 q52 / "lVL J ry �- _..._ _........... -- N J_, o _ � 3 1/2" T-1 7I8" O 3 1/2" F 60 00 P05TDN - - - - -_.....X I ...V 631 2q8-1 q86 1 HANGING ROD IJ I B, 5'-1 1/4" LABINETBAEOVE 1 ! I `ry z c, I / / a (2)q-1/2"LVL HDR. (2)q-1/2"L L HDR. (2)q-1/2"LVL HDR. " (BARREL-VA ED CEILING) 12'-3" 4'-6" ��5'-2 1/4" r t' 28x84 R.R. 5 1/2"v v Q - - A (2)2X10 o PANTRY ' o x o ISSUE/REVISIONS OUCH-N42014 GUDH-NG2014 GUDH-N&3625 E 5'4" ? � n r (8 � IL) (8'-8"DROPPED � m G I BASEMENT G I 4 a F -1 2X10 R.R. a cn J�\I - - �t WINDOW WELL OFFICE ry w = + o CEILING HT.) zr o_ `f' �' 11 1/ " 1'-1" 1'-1" Oq" 1 4,20 BELOW I �7'-10" I �Q - -- - - -�-- - - - - - x �o cq 3'-11 3/4"—�I 4 1/21. STORAGE I I I �+ I 7 ry l 1 ; ry z _ _ _ _ _ _ _ _ _ _ I C4 in I I \ I I I I `^ (8'-8" EIL.) L J (2)q-1/2"LVL HD - ( q-11 LVL HDR. ( q-112"LVL H R. (2 9-1/2"LVL H R. (2 q 1!2"LVL HDR v V (2)q-1/2"LYL HDR. <V (2)q-1/2,, U5H HDR.� PROJECT- --GUDH-NG1b14 UDH-NO1614-1 GUDH- 61614 ' GUDH-161614 GUDH-NG3628 E Q B W..._.:...._._...._.............. ._ _._..-=---.._-. W B B B I A I m .................... L. .__.. . 2-0 3/4' I BASE ENT I OAKL EY RESIDENCE r. WINDO WELL BLUE5TO E FLOOR ! 1 BE OW ' I _.--- __ - - _ 3400 LITTLE NECK ROAD 2X'I R.R. I jVAULTED IL. BEPRDED) 2X1. R.R. L - - - - - -� } {@1b'{O:G:) I 2X10 R.R. ._... .. _...._..I.........,...._...1_._.._._.,_......_R.R. L {@16'IO.Gl 2X10 R.R.` 1 1/ GUTGHOGUE, NY 11 q35 _._................._...__ _.�.. . .... --- -.. G cv._._.._._.. -- - _ I. ! @1•b"O - m `r ..........._. _.._._....._<.----.-.(2).q-1/7-1,k'L_HEADFR__:.._.._ .._..._..__....__ _ FI I5HED STRUCTURAL GOLU N SCALE 51 E 15 1/4"X 15 1/4"Tr?. 1 /4" = 1 ' I STONE 5TEP5 11 1/4" 11 1/4" I 11 1/4" 11 1/4" OR AN I N G 4'-1" 7'-3" 7'-1" 3'-3" ,, I ,I . -3'-1 1/4"' 5'-7" 5'-101/2" 8'-21/4" 4'-11" 1'-1 1/2" 1 -1 1/2" 1'-1 1/211 1'-1 1/2" LT-2" 21'-8" 10' I 10' 22'-q" 14' FIRST FLOOR PLAN Ir I PE FIRST FLOOR STRUCTURA l y1i JAN 2 J K,n sl t SCALE : 1/4" _ V-011 A2 Qi._y tFrvird c,{'_I.u ,(�k:R.",.- - SQUARE FOOTAGE FIR5T FLOOR 2660 5F EGOND FLOOR 1446 SF I TOTAL INTERIOR 4106 5F 57' GOVERED PORGHE5 850 5F PATIO 523 5F � big 6�so CHIMNEY 4 3/4 ROOF BELOW � I N 1 w 5YNTHETIG 5LATE 5HINGLE TYF. I I 12 I SKYLIG2 15/16HT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT 5KYLI6HT SKYLIGHT 8 12 12 8 � I I I 14'-5" 14'-3" 16-5 3/4" ll'-101/4" f2'-31/2",'___ 16-10 1/2" 5'-3 1161 3'8 11/16" 3'-1 3/4" 16-61/2" 2-31/77 I �-s 1/16•, NOgIv U r-iaie• s-iaie GUDH-N 4426 E C 10'-1 1/2" 1 0�. 6�0 R N UON. ?:6„ G GUDH- 62624 GUCH- 62624 P zo BENCIk SEAT P i4'-s^ V 2-3 1/2" 12 3-1/2"X1-1 PSL HDR. t cv CUA N3040 ROOF $ /2"LVL HD I )q-1/ 'LYL HDR. I Z — — — — — — — GU N3040 cv iv K III CABINET CONGEALS � K III ROOF PLANE — — — _ — (V 2 q-1/2" Y HDR.' o; p - ta III r - 5 5/8� v ��--r -------------- ----, I� / III r _ _ _ _ A (2)q 1/2"LVL HDR. * ry LU BEDR )OM #1Q i W > i - - N m III / DRE55ER DRAWER5 c� v I GREAT ROOM CABINET RECESSED INTO ATTIC v J o _ 11'-10"cl� 2 3 1/2 1'-q" \ X 28x84 KNEE YVALL SPACE (VAULTED CEILING) E K-1 1�t . %4 > ;o o r QUEEN o U EL11E ' \ v LINEN J w r v PIPE; ; \ ; 2X10 @16"O.G.R.R. 2X10 @16"O.G. R.R. v v QUEEN IL-- ------ ---------- --- — — — — m 5KYLIGHT p lb 1, \ I ; ABOVE :zI Ns PLAN DESIGN � BUILD Ln Z o \ I 30x30 co = 2'-6" _' 5 1/4" o lz 0 v N m 3'_-1" \\ 18'-4 3/4" // q'-4 1/2" ry ,s 'd �p \ I / - POST UP/ N 5T UP 3-1/2'X1-1/4"PSL FLUSH `� in c° rDESIGN D RAMI l N G S — �� — - - m - - — — — — — — — 6 -- — \� - - - - - - - - - - E/ — 3'l",r 5'-b" 1/ X 4"P5 F H > iv ry � - O OST UP/DN P05T UP/5N ry " " _ � NEST GREEK P05TUP/D m �)q-1/2"LVL 7 D ' 4 3/412 — '' QUEEN oum r PO BOX 256 ? LAUNDRY ? 1,6„ m p v-------- �/ \Q r-----� Q v m z m ATTIC C. "8'SECOND P OR CEILINGS LYIA5.H m ATTIC i OBEDROOM #3 pryo NEN 5 U F FOLK, NY 11 g56 2 p - C.r-— �_ QUEEN mUNLESS NOTEID OTHERWISE _Ar.rFssa�tYl O / dDR�ER------ > u, ' -- -- 5'2 3 11'-6 3/4" u�� m 6131 X34-8416 �_ / I Lu r p ry 30x8 36x84 ry —ry n '- 1' 10 1/4' z v v4'-10 1/4" I (2)q 1/2"LV�HDR. Q 11'-10" m z 3'-q"� (� 10'8" r / 7 1/8" 10'-1 1/8" -—�v o J / m � ry ry ENC71NEER vBEOR 20M #2 . —3'-1 50, X (BARREL l�IN ) n (2)1 1/2"LVL HDR. z (RA15EDCEILING) VULTEDG GONDOLA ENGINEERING P.G. (2)9 1/2" Y HD \ ry I v - - v 1155 51G5BEE ROAD GUAWN3040 �L I �H' UM 1'-4" 1 1/4" 71/4' � �KROOF 123040 11 11 113'-q11/4" 1 4 D N - \ � — — — — — KUAyvN2'3 1/2" 812 O MATTITUGK, NY 11852 DRESSER DRAWER5 ry KNEE55EDINTOATTIG ROOF 631 288-1886 GUDH-N&2522 GUAWN3232 GUDH- 64024 GU N3232 I I KNEE YVALL SPACE in in I 5 12 12 T 5 5'-0 g116' 5'-0 q/ b" I I 8� I I I I _ 12 1 213/16 GUDH- 64024 ISSUE/REVISIONS T Olg. 14.20 4'7116� 5 5/8 12 5YNTHETI SLATE 5HINGLE F. I 2'-3 1/2" PROJECT 6'-q 1/8" 3'-q 7/8"-- z 3'-q'1/8" '-1 13/16" 71 1 T-4 5/16" I OAKLEY RE51DENGE I 13'-11 3/4" 14'-b 1/4" 51-55/511— 11'-0 1/8" 11'-10 1/4" 7 3400 LITTLE NECK ROAD I GUTGHOGUE, NY 11 835 I 4 3/4 12 5r 12 1 F_82 4 3/4 SGALI I I 1 /4 = 1 ' I I D RADII N G I I 5EGOND FLOOR PLAN ` SECOND FLOOR PLAN , . � I JAN 2 � k I yj . s I SCALE : 1/4" = V-011 - I I 60' I I 15-2 1/4" 31'-5 1/2" 13'-4 1/4" I I 73/44 12 SKYLIGHT SKYLIG2 15/16HT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT 812 b12 12'-0 1/2" 2'-11 1/4" 2'-11 1/4" 13'-6 1/2" GU N1615 GU N4052 GU N1615 Z, U V U m 12 2X10 R.R. 2X10 R.R. 8 O.G. 2X10 R.R. / 5 5/5 F 12 1 b.,O.G. 2X10 R.R. / �+ \ 16"O.G. � b Lu ) / 5KYLIGHT SHAFT v `A WEST VAULTEDlb/ o o -t -r-.,,EK ' LJ EK cXv METAL FLUE PIPE --� \AS GREAT ROOM (L / „ 5PEG5 A5 PER FIREPLACEk k CEILING BELOW I MANUFACTURER�'—�- Z I \ X P05T DOWN TO BUILD RIDGE BELOW PLAN`I � D ES I G 1 V � k Q P05T ON ` `n I / POST ON N " 5-1/4"x14"P5L RIDGE - —�— / 5-1/4"x14"P5L RIDGE m iv — — — �J- _ _ _ _ _ _ _ Z - ry- - - - - ju " DESIGN DRANINGS �> ?ATTIC I I J » ATTIC 0> GHIMNEYABOVE� I UNIT 2 NE5T GREEK Z P05T ON BOXPO BO256 +,F ATTle UNIT I A(,f F�,S I / I \'Os I Arr EcS w o o L — A 2X10 R.R. \ L _ J o o NEN 5 U E FOLK, NY 11 q56 ° 631 734-8416 / I 2X10 R.R. 16"O.G. BARREL A�LTED / VAULTED STAIRW ENGINEER / UP5TAI 5 HALL CEILINGILL/H\BELOW \ CEILING BELOW LONDON ENGINEERING, P.G. INS I X I 8� 11755 51O5BEE ROAD " 2X10 R.R. MATTITUGK, NY 11 q52 2X10 R.R. 16"O.G. in 12 8F 12 16"O.G• 8F 12 631 2qb-1 q86 2 13/16 155UE/REVISIONS 41/1b� 55/51 12 Oq. 14.20 PROJECT OAKLEY RE51DENGE 3400 LITTLE NEGK ROAD 431412 1 8F 12 5F 12 43/412 F GUTGHOOUE, NY 11 q35 -SCALL 1 /411 = 1 ' 15-5 3/4" 31'-2" 13'-4 1/4" I 60' D RAN I N G I ANTIC PLAN AT TIC PLAN' FJAN 2 5 2 I 9 SCALE . 1/4 = 1 -0A4 I � k y B 12 4 3/4 4 3/4 F I 12 2 15/16 E SKYLIGHT SKYLIGHT I SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT ROOF 812 812 PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4"PLYWOOD DECKING ON 2X10@16'ROOF RAFTERS.PROVIDE CONTINUOU5 RIDGE VENTING GUTTERS 6"BERGER HALF ROUND 5 5/8 2 FREEDOM GREY COATED COPPER #20 REGAL BAR HANGER W/ROD&NUT #2 PLAIN ROUND DOWN5POUT5 F 8F 12 812 8F 12 81 12 WEST CIRTEEK 5KYLIGHT r CHIMNEY PLAN I DESIGN 81..1ILD — DESIGN DRANINGS NE5T GREEK PO BOX 256 NEN 5UFFOLK, NY 11 q56 a� 8� a� 8F- 631 734-8416 ENGINEER LONDON ENGINEERING, P.G. a� 1155 5165BEE ROAD 12 43/4 MATTITUCK, NY 11 q52 E 12 e 2 631 2q8-1 q86 2 13/16�12 8 ISSUE/RB1/15IONS 55/8 12 Oq. 14.20 47/16 2 PROJECT OAKLEY RE51DENCE 3400 LITTLE NECK ROAD 43/41 12 8F 12 8� 43/412 F CUTCHOGUE, NY 11 q35 1 /411 = 11 I i D RAN I N G ROOF PLAN RO 0 E P I 1 1 1 yj 11111 lk Ilnl � n V-011 kl u V i = -011 k��, c c SCALE : 1/4II 1 :,;`, GABLE TRIM DETAIL TYP. STONE VENEER CHIMNEY �BLUESTONE CHIMNEY GAP LEAD COATED COPPER HEAD FLASHING PROVIDE THRU FLA5HING 5" GROWN MOULD AND COUNTER FLASHING AT 2 1/8" FASCIA ROOF 5HIN6LE5 2 1/2"X 6" CORNICE BOARD 50LID GROWN CUSTOM BRACKETS 11/4"W X 6" H X V-4 1/2" L ROOF PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING UPPER EAVE TRIM 5 GROWN MOULD WEST CK TE . 2 1I8" FASCIA � EXTERIOR TRIM PROVIDE CELLULAR PVC TRIM AS NOTED III!oliql!llp!IN 2 1/2"X b" CORNICE BOARD PROVIDE CELLULAR PVC CA5ED BEAMS & h ' h 50LID CROWPLA COLUMNS AT PORCHES I LAI V I DE' 1 V BUILD ILLI RAKE TRIM LEAD COATED COPPER RAKE FLA5HING 0 SIDING ry 5" GROWN MOULD PROVIDE PRE-PRIMED SHINGLE DESIGN D RAN I N G S m SIDING IN FIBER GEMENT ON 5/4 X q 1/4" RAKE BOARD NRB SPECIFIED BY MANUFACTURER. GUTTERS 518 SHEATHING ON 2X6@16" O.G. FRAMING �/ W/ BATT INSULATION P BOX 256 6" BERGER HALF ROUND SHINGLE FLARE DETAIL AT 1ST FLOOR FREEDOM GREY COATED COPPER N EY�I 5 U F FOLK, NY 11 q56 #20 REGAL BAR HANGER W/ ROD & NUT 631 734-8416 #2 PLAIN ROUND DOWN5POUT5 LOWER EAVE TRIM __ 5"GROWN MOULD 1 1/2"X 7 1/4" HEAD CASING BOARD [10 5/4 X 12" FRIEZE BOARD W/ 1" 51DE EXTENSIONS AND 50LID GROWNm m ® ® ® ® ENO 1 N E E R 5/4 X 5 1/2" JAMB CASING BOARD TYPICAL ATWINDOWS ® ® 151/4"X151/4"WRAPPED LONDON ENGINEERING, P.C. 2' -0" WIDE OR LE55 1111111 illiv I I I I COLUMN - CELLULAR PVC,TYP. 1 755 5I G5 B E E ROAD BLUESTONE PATIO MATTITUCK, NY 11 q52 �ON GRADE 631 2q8-1 q86 I I I i I I I I I I I 15 1/4"X 15 1/4"WRAPPED I I I I t I 5/4 X 2 1/2" JAMB CASING I I COLUMN - CELLULAR PVC TYP. I I t 1 1/2"X 11/4" HEAD CASING BOARD I t I 1550 E/REYIS IONS BOARD W/ 1 1/2"X 5 1/2" HAD I W/CUSTOM BRACKET I i W/ 1" 51DE EXTENSIONS AND 50LID GROWN t I I FARMHOUSE SILL & BED MOULD I CASING BOARD IN/4 1/2" 510E L J 12"W X 24" H I I t 5/4 X1 1/4" JAMB CASING L- - - - - - - - - - -� I TYPICAL AT WINDOW5 Oq. 1 4.20 EXTENSION DE f AIL I ► I BOARD TYPICAL AT WINDOWS I I I I I I FARMHOUSE SILL & BED MOULD I I I WIDER THAN 2' -0" I I POURED CONCRETE FOUNDATION I I I I i t I - I - - I- - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --j OAKLEY RESIDENCE 3400 LITTLE NECK ROAD CUTCHOGUE, NY 11 q35 SCALE 1 /411 = 1 ' D RAV41 N O ELEVATION EAST EIJEVATIONI 25 ; SCALE . 1/4" = -011A6 Jr� �2 !; . GABLE TRIM DETAIL TYP. LEAD COATED COPPER HEAD FLASHING 5" GROWN MOULD 2 1/8" FASCIA 2 1/2"X b" CORNICE BOARD BLUE5TONE CHIMNEY GAP STONE VENEER CHIMNEY PROVIDE THRU FLASHING SOLID GROWN AND COUNTER FLASHING AT CUSTOM BRACKETS 11/4"N X b" H X 1'-4 1/2" L ROOF 5HINGLE5 ROOF PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON UPPER EAVE TRIM 5" GROWN MOULD 2X10@16' ROOF RAFTERS. PROVIDE 2 1/5" FASCIA CONTINUOUS RIDGE VENTING Hill 2 1/2"X b" CORNICE BOARD ES � UK�J� 50LID GROWN J EXTERIOR TRIM RAKE TRIM PROVIDE CELLULAR PVC TRIM A5 NOTED LEAD COATED COPPER RAKE FLA5HING PROVIDE CELLULAR PVC GA5ED BEAMS & f L V J { V D 5" GROWN MOULD COLUMNS AT PORCHES 5/4 X 9 1/4" RAKE BOARD SIDING DESIGN DRANINGS FARMHOU5E SILL & BED MOULD TYPICAL AT WINDOWS UA ® ® ® ® PROVIDE PRE-PRIMED SHINGLE INE5T GREEK SIDING IN FIBER GEMENT ON m NRB SPECIFIED BY MANUFACTURER. PQ $QX 256 LOWER EAVE TRIM 5/8 SHEATHING ON 2X6@16" O.G. FRAMING /� V 5" GROWN MOULD W/ BATT INSULATION 5/4 X 12" FRIEZE BOARD - SHINGLE FLARE DETAIL AT 1ST FLOOR �� UFFOLK, NY 11 q56 -- 631 X34-8416 GUTTERS b" BERGER HALF ROUND ENGINEER FREEDOM GREY COATED COPPER #20 REGAL BAR HANGERN/RDD & NUT GONDOLA ENGINEERING, I•'.G. ® ® #2 PLAIN ROUND DONN5POUT5 1755 51G513EE ROAD 1 1/2"X 11/4" HEAD CASING BOARD MATTITUCK, NY 11 q52 I'l I I I I I I 4TI I I I IN/ 1"51DE EXTEN51ON5 AND 50LID CRONN BLUE5TONE PATIO 5/4 X 5 1/2" JAMB CASING 631 2q&-1 q86 BOARD TYPICAL AT NINDON5 ON GRADE 2' - 0"WIDE OR LE55 0 F RMHOU5E 51LL & BED MOULD m PICAL AT NINDON5 i i i i i 5/4X11/4 JAMBCA5ING 155UE/REVISIONS i POURED CONCRETE FOUNDATION BOARD AT NINDON5 HIDER Oq. 1 4.20 THAN 2' -0" - - - - - - - - - - - - - - - - - - -L - - - - - - - - �- - - - - - - - - - L - - - - - - - - - - - - - - - - - 1 L — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - — — — — — — — — — — — -� — — — — — — — — — — — — — — — — — — — -r� 15 1/4"X 15 1/4"NRAPPED PROJECT COLUMN - CELLULAR PVC TYP. 5TONE VENEER CHIMNEY N/GU5TOM BRACKETS PROVIDE THRU FLASHING I — — — I OAKLEY RESIDENCE 12"NX24" H - - - - - - - - - - - - - - � AND COUNTER FLASHING AT ROOFSHINGLE5 3400 LITTLE NECK ROAD GUTCHOGUE, NY 11 q35 SCALE 1 /411 = 1 ' DRAINING ELEVATION WEST LEVATIQ n V-01'n 'i 1 I SCALE : 1/4 = 1 -0 JAS! 2 LCL_ I �,, � cup.;. &ABLE TRIM DETAIL TYP. STONE VENEER CHIMNEY LEAD COATED COPPER HEAD FLASHING BLUE5TONE CHIMNEY CAP- PROVIDE THRU FLA5HING 5" GROWN MOULD AND COUNTER FLASHING AT 2 1/8" FASCIA ROOF 5HINGLE5 2 1/2"X 6" CORNICE BOARD 50LID GROWN CUSTOM BRACKETS 11/4"W X 6" H X 1'-4 1/2" L ROOF PROVIDE SYNTHETIC SLATE ROOF 5HINGLE5 ON RAKE TRIM MANUFACTURER SPECIFIED UNDERLAYMENT LEAD COATED COPPER RAKE FLA5HING ON 3/4" PLYWOOD DECKING ON 5" GROWN MOULD 2X10@16' ROOF RAFTERS. PROVIDE 5/4 X q 1/4" RAKE BOARD GONTINUOU5 RIDGE VENTING BLUE5TONE CHIMNEY GAP UPPER EAVE TRIM 5" GROWN MOULD EXTERIOR TRIM WEST EK 2 115" FA5GIA E PROVIDE CELLULAR PVC,TRIM A5 NOTED 2 1/2"X 6" CORNICE BOARD PROVIDE CELLULAR PVC,CASED BEAMS & PLAN' r DEC i t^�►'A ' j� j I STONE VENEER CHIMNEY SOLID GROWN COLUMNS AT PORCHES I J iJj i7 V PROVIDE THRU FLASHING GUTTER -1-7-AND COUNTER FLASHING AT 6" BERGER HALF ROUND DESIGN DRAY�lINGS ROOF 5HINGLE5 FREEDOM GREY COATED COPPER E BAR AN ER W/ ROD & NUT ,LL=tjNE5T GREEK m #2 PLAIN ROUND DOWN5POUT5 p LOWER EAVE TRIM 5" GROWN MOULD 5/4 X 12" FRIEZE BOARD 15 1/4"X 15 1/4"WRAPPED NEM SUFFOLK, NY 11 q56 COLUMN - CELLULAR PVC TYP. W/CUSTOM BRACKET 631 734-8416 12"W X 24" H 1 1/2"X 7 1/4" HEAD CA51NG BOARD W/ 1" 51DE EXTEN51ON5 AND 50LID GROWN 51DIN� 5/4 X 5 1/2" JAMB CA51NG III Jill ® PROVIDE PRE-PRIMED SHINGLE ENGINEER BOARD TYPICAL ATWINDOW5 ® 51DINGINFIBER CEMENT ON GONDOLA ENGINEERING, P.C. 2' - 0"WIDE OR LE55 ® ® WRB SPECIFIED BY MANUFACTURER. 5/4X'1 1/4" JAMB CASING 5/5 5HEATHING ON 2X6@16" O.G. FRAMING 1755 5 I G 5 BEE ROAD W/BATT INSULATION BOARD AT WINDOWS WIDER THAN 2' -0" 5HINGLE FLARE DETAIL AT 15T FLOOR MATTITUCK, NY 11 q52 631 2q8-1 q56 5HINGLE FLARE I I POURED CONCRETE FOUNDATION FARMHOUSE SILL & BED MOULD I I t I TYP ICAL ATWINDOWS I I I ISSUE/REY1510N5 - - -,-1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Oq. 14.20 - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� PROJECT I _ _ _ _ _ _ _ _ _ _ j- - - - - - - - - - - I OAKLEY RESIDENCE - - - - - - - - - - L - - - - - - - - - - L - - - - - - - - - - - L - - - - - - -J 3400 LITTLE NECK ROAD GUTGHOGUE, NY 11 q35 1 /411 = 11 D RADII N G ELEVATION SOUTH ELEVATIOI� i SCALE : 1/4 = 1 -0 FJAr� 2 2� STONE VENEER CHIMNEY BLUESTONE CHIMNEY GAP PROVIDE THRU FLASHING AND COUNTER FLASHING AT ROOF ROOF SHINGLES PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON MANUFACTURER 5PEGIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING (SABLE TRIM DETAIL TYP. LEAD COATED COPPER HEAD FLASHING EXTERIOR TRIM 5" GROWN MOULD PROVIDE CELLULAR PYG TRIM A5 NOTED 2 1/8" FASCIA PROVIDE CELLULAR PYG CASED BEAMS & 2 1/2"X 6" CORNICE BOARD COLUMNS AT PORCHES 50LID GROWN RAKE TRIM LEAD COATED COPPER T"? �[J`" CUSTOM BRACKETS 7 1/4"W X 6" H X 1'-4 1/2" L RAKE FLASHING �+ BLUESTONE CHIMNEY GAP 5" GROWN MOULD 5/4 X 9 1/4" RAKE BOARD " FARMHOUSE 51LL & BED MOULD STONE VENEER CHIMNEY PLAN ( DESIGN BUILa TYPICAL AT WINDOWS PROVIDE THRU FLASHING AND COUNTER FLASHING AT ROOF 5HINGLE5 [11E 17E51GN DR�I�lINGS o E I ® LL:j GUTTERS Y�lEST GREEK m - b" BERGER HALF ROUND LONER EAYE TRIM I LLI I Ell I I IFRE D REY COATED COPPER PO BOX 256 5" GROWN MOULD #20 REGAL BAR HANGER W/ROD & i� 5/4 X 12" FRIEZE BOARD #2 PLAIN ROUND DOWNSPOUTS 1�l El/�l 5U E1=0LK, NY 11 q56 1 1/2"X 7 1/4" HEAD CA51N67 BOARD 15 1/4"X 151/4"WRAPPED 631 734-8416 W/ 1" 51DE EXTEN51ON5 AND SOLID GROWN COLUMN - CELLULAR PVG TVP. 5/4 X 5 1/2" JAMB CASING � ® ® ® ® W/CUSTOM BRACKET BOARD TYPICAL AT WINDOWS ® 12"W X 24"H 2' - 0" WIDE OR LE55 71— ENGINEER SIDING LONDON ENGINEERING, P.G. 5/4 X7 1/4" JAMB GA51N6 BOARD AT WINDOWS WIDERHill PROVIDE PRE-PRIMED SHINGLE 1755 51G5BEE ROAD 11 ill 11111111111111111 PTTIII SIDING IN FIBER GEMENT ON THAN 2 - 0 11 11 11 NRB 5PEGIFIED BY MANUFACTUREF MATTITUCK, NY 11 q52 5/8 SHEATHING ON 2X6@16" O.G. FRY W/ BATT INSULATION 631 2q8-1 q86 SHINGLE FLARE DETAIL AT 15T FLOC SHINGLE FLARE I I I I I I BLUESTONE PATIO I I 15SUE/REVISIONS I }SOURED CONCRETE FOUNDATION ON GRADE I I I - - - - - - - - - - - - - - - - - - - - - -i- - -LI Oq. 14.20 I I I (- - - - - - - - - - - - - - - - - - I I _j - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - -I- - J I I I I I I F_ - -� �-- -� PROJECT - - - - - - - - - -�- - - - - - - - - - - - - - - -� - - - - - - - - I - - - - - - - - - -I- - - - - - - - - - - - - - - - - I - - - - - - - - - - - -- OAKLEYRE5IDENGE 3400 LITTLE NECK ROAD GUTGHOGUE, NY 11 q35 SCALE 1 /411 = 1 ' DRAkNING ELEVATION NORIH ELEVATION. SCALE : 1/4" = V-0" ` Aq `�.� , .` JAN 2 c 2X10 ROOF (2) 11.1/8"LVL RIDGE BEAR UPPER RAFTERS ON 2X12 PLATES LAID (3)11 1/8""LVL RIDGE RAFTERS @16"O.G. FLAT ON LOWER RAFTERS 5 1/2" _3, F1 (2) 11-1/8"LVL 2X10 ROOF LINE OF FRAMING BEYOND TOP OF 2ND RAFTERS @16"O.G. II 5-1/4"X9-1/2"P5L I I FLOOR SUBFLOOR� _ - _ _ _ - - - _ _ _ _ _ _ _ _ _ _ - - = 6 =1••______________ ___ .............................. ... ...................... -------- - -- ------ - - ------ -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3)Ll-1/2"LVL STRUCTURAL ' COLUMN(TYP.) TOP OF 15T FLOOR 5UBFLOOR --- FRAMING DETAIL - MASTER BEDROOM FRAMING DETAIL - FRONT ENTRY PORCH (VIEW EAST) (VIEW WEST) SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" TOP OF E-W RIDGE BEAM TOP OF N - 5 RIDGE BEAM WEST CYBUEEK, PLAN DESIGN BUND '° TOP OF PLATE TOP OF PLATE DESIGN DRAWINGS m 3/ 'THK. YlND. BFLR m TOP OF ATTIC, FLOOR 5UBFLOOR BEr EENB I ZACIN - - TOP OF ATTIC FLOOR 5UBFLOOR INF-5T GREEK TOP OF PLATE GREAT ROOM - - - - - - - - - - — PO BOX 256 BTM. HEADER NEIN SUFFOLK, NY 11856 \ � I LINE OF FRAMING BEYOND 631 134-8416 HALL \ ` ` - a ��� BE)2-RO'QM #3 o � u ENCGINEER LT—TOP OF 2ND FLOOR 5UBFLOOR ' \ � � � � TOP OF 2ND FLOOR 5UBFLOOR GONDOLA ENGINEERING, P.G. TOP OF PLATE TOP OF PLATE 1 '755 5IC7513EE ROAD MATTITUGK, NY 11852 BTM. HEADER — — 631 2q8-1 q86 _ zt m m :o m m o 39 BATH HALL r ISSUE/REVISIONS Oq.14.20 Ln m TOP OF 15T FLOOR 5UBFLOOR TOP OF 1ST FLOOR 5UBFLOOR TOP OF FOUNDATION PROJECT 10"THK. POURED GONG. (3) 11-1/8" LVL W/(2) "X11 1/8" PSL CRAWL SPACE TJI FLOOR FRAME (SEE PLANS (2) FLR. JOISTS AT (2)2X6 TR. WD. SILL FOUNDATION WALL W/#5 REBAR OIKLEY RESIDENCE • FOR 51ZE& SPACING)KR-30 WALL (TYP.) W/TERMITE SHIELD � ° � @36" O.G. EACH WAY W/36" 5PLIGE � 1/8"X11" STL. PLT. BASEMENT 1"X11-1/8" PSL INSULATION W/LIQUID APPLIED DAMPROOFING 3400 LITTLE NECK ROAD Ln TOP OF FOOTING L - - - - - - - 4" THK. POURED CONCRETE 12"X20" POURED GONG. FOOTING � (2)#5 CONTINUOUS REBAR GUTGHOG U E, NY 11 q35 � I I SLAB W/6X6, #10/#10 MM ON UNDISTURBED 501E W/(2)#5 1'-8" TOP OF WALL SEE PLANS FOR CONTINUOUS REBAR I I PROVIDE CONTROL JOINTS TOP OF FOOTING I I FOOTING DETAILS I I 5/8"X 12"ANCHOR BOLTS @ 25" O.G. SCALE -- - - - - - - - - — - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-� AT VEND ZONES AND 29" O.C,. AT r - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INTERIOR ZONE5W/3X3X3/16" 114" = 1 ' 14'-10 1/4" METAL WA5HER 12" FROM EACH CORNER -D RADII N G 5EGTION IBULLDING SECTIQiNi A, SCALE : 1/4" = l '-0" A10 JAh f TOP OF E -W RIDGE BEAM m , `~ TOP OF N - 5 RIDGE BEAM ` TOP OF PLATE TOP OF PLATEBTM. HEADER LINE OF FRAMING BEYOND lz _I L _ r — - - - - - - - - - - - - - - - - - - - BTM. HEADER — � I I S I I I I zz zt II it II ' I I UPSTAIRS I I I I - WEST civ I I HALL I I I I II o II o 11 I I I I j- II II II I ► I I PLAN DESIGN BUILD TOP OF 2ND FLOOR SUBFLOOR I I I I I I TOP OF 2ND FLOOR 5UBFLOOR UIM 68D ab LIVE TIT BTM. HDR. ENTRY DOOR 3-1/2"X 1 7/8" P5L -- BTM. HEADER _ DESIGN D R�tl�l I N G�J BTM. HDR. PORCH INE5T CREEK • PO BOX 256 ENTRY HALL m NEIN 5 U E FOLK NY 11 q56 HALL 631 134-541 (b - TOP OF 15T FLOOR SUBFLOOR - - - - "" o ' I ' ''112' k - TOP OF 15T FLOOR SUBFLOOR - - - TOP OF FOUNDATION • . - ENGINEER m W5 N TJIFLOO FRA E(SEEPLANS 5-1/2 X11-7/S P5L LONDON ENGINEERING, P.G. (2)2X6 TR. 1ND. SILL 4"yl 5TE FOR 51Z &5 GING)W/R-30 FLUSH BEAM CBBLIL. TERMITE SHIELD @ 4"W STEP 1 2"O. TL. OP OF WALL1155 5165BEE ROAD INSULATION ' @TOf'd :Yv�t M ) BASEMENT I Ln TOP OF FOOTING U N( P. '• ' MATTITUG NY _ K _ _ _ 11852 o 631 2q8-1 q86 'v I 0„T BASEMENT 1 POURED ONG I I' •, R WFOUNDATION ALL W/#5 REBAR TOP OF FOOTING - - SLAB W/6X6, #10/#10 WWM O. WSPLICE@36W PROVIDE CONTROL JOINTS 155UE/REY1510N5 N. W/LIQUID APPLIED DAMPROOFING 12"X20" POURED GONG. FOOTING ,�--2 �2'�2'�2 �I�-2'�2 �f' �J SET ON UND15TURBED 501L W/(2)#5 4"THK. POURED CONCRETE 0-1. 14.20 CONTINUOUS REBAR TOP OF CONTINUOUS REBAR SLAB W/6X6, #10/#10 WWM PROVIDE CONTROL JOINTS 5/5"X 12"ANCHOR BOLTS @ 25" O.C. PROJECT AT VEND ZONES AND 29" O.G. AT INTERIOR ZONES W/3X3X3/16" OAKL EY RESIDENCE METALWA5HER 3400 LITTLE NECK ROAD 12" FROM EACH CORNER GUTCHOGUE, NY 11 q35 SCALE 1 /411 = 1 ' DRANING SECTION BUILDING SECTION t It� V-011 n JAN 2 r SCALE : 1/4n = 1 -0 , SQUARE FOOTAGE GARAGE 678 5F NORK5HOF 280 5F EXTERIOR WALL W/5HIN6LE 510ING 2ND FLR. STORAGE b50 SF ON 30# BLDG. PAPER ON 5/5" PLYWD. 5HEATHIN6 TOTAL INTERIOR 1606 5F ON 2X6@16" O.G. FRAMING (TVP.) PROVIDE R-19 BATT INSULATION PER 5PEG5. 26 1'4" 23'-4" 1'-4" k 11'-8" WAN4828 X CLOSET I 3 L 1/2"LVL HDR. 1 i i 18'-1 3/4" I ROOF BELOW m NORKSHOP in pL I I K O wi 5YNTHETIC SLATE 5HIN&LE TYP. 2X8 J015T5 CONCRETE FLOOR 2X6 R.R, LL (VAULTED CEILING) (dj ? 512 - (V ry 1(3) 11-715"LVL RAFTER) S W I"' III m m X - cv ry I I 26' — — 5TANDING SEAM — — 13' 13' METAL ROOF r— ry GU N4828 (V— X — — (2)9-1/2"LVL HDR. — — — (3)'7-1/4" YL HDR. Lu Ln O o °n °n o WEST CKEEK to p :n _ I�- - - - �II I =III — (] — c1 � uW T U � ' X12"L�cLJ=L �' I o I I m m W n W oc w In cz m LL LL PLAN DESIGNS BUILD cn ml oo > I °oma > I ° o —30X84 V J J V ry ry C- — — — — — — — — — Iv 1? Q ESIGN DRANIN65 LOOR l�lEST GREEK = _ _ _ W12X7q _ _ _ _ I I J (2) 14'LVL w/(2)5/ "STL.PLT. IDG J z �D x A I i — — — — — - — — I I p " FO SOX 256 ry ry I I � 7 J� I I G R,�GE r — 51MP50N _ — ON I I uN N CONNECTORS I I ^_ _ _ _ _ _ _ - - - - - NEl�lSUFFOLK NY 11 q56 CONCRETE FLOOR I O (IT52.31/9.5)TVP. I I O v O O v III o Q 1 A I - ° a o 631134-5416 n w w w _ va w auk w @ w z IIS I ° _ IIX Lu T WW W � Ww � u ° u 111 w tu Owen � � � � � Q � � � � owin QEDo L w u- - ►L _ ,� J o d� w SJOIST ENGINEER ry I I Lu cc, O ° -� O -i p ° N pC 256 R.R, x LONDON ENGINEERING, F.G. - - - _ _ —� � _ _�1 ry r _ — _ _�c�L _ - - — _ _ _ _ —s - - _ _ - - 17555165SEEROAD (2)9-1/2"LVL HDR. (3)11-7/8"LVL HDR. (2 9-1/2"LVL HDR. (3)7-1/4" VL HDR. MATTITUGK, NY 11 q52 GUDH-NG1614 GUDH-NG4426 GUDH-NG1b14 GUDH-N64"t, v 631 2q8-1 q86 B R B Y T-10 1/2" T-10 1/2" 5-1 1/2" 13' 13' 26' 26' ISSUE/REVISIONS Oq. 14.20 PROJECT FIRST FLOOR PLA (il OAKLEY RE51DENGE — SCALE : 1/4" = V-0" SCALE : 1/4„ — V-011 3400 LITTLE NECK ROAD GUTGHOG U E, NY 11 q35 SCALE 1 /4 11 = 11 D RADII N G GARAGE FLOOR FLAN5 GARAI JINN 2 5 SCALE : 1/4” = V-0" It 23'-4" 1, ROOF r 1 I 5YNTHETIG SLATE ROOF SHINGLES TYP. "v 12 •: I I '�. I 5 � WORKSHOPI ;' CONCRETE FLOOR m 12 4" THK. POURED I I 1 3/4� I : I CONCRETE SLAB W/6X6, #10/#10 WWM STANDING SEAM METAL ROOF I 5"X16" POURED CONC. FOOTING L- - - - - - - - - - - - - - - - - - - - - - -J �l 5ET ON UNDISTURBED 501L W/(2)#5 r CONTINUOUS REBAR r - - - - - - - - - - - - - - - - - - - - - - - - - -- I m 12 12 8" THK. POURED GONG. I ' FOUNDATION WALL W/#5 REBARWET CREE I I I S @36" O.G. EACH AY W/36" SPLICE I I I I ' W V41 LIQUID APPLIED DAMPROOFING12 m I I I I 8 2 41 8 2 PLAN DESIGN BUILD [L7W • I I (2)#5 CONTINUOUS REBAR I I GARAGE TOP OF WALL ` I CONCRETE FLOOR I I DESIGN D RAN I N CG S I I NEST GREEK 5/5"X 12"ANCHOR BOLTS @ 25" O.G. ry I I I I ry AT VEND ZONES AND 29" O.G. AT GUTTERS PO SOX 256 INTERIOR ZONES W/3X3X3/16 b"HALF ROUND GUTTER NEN 5 U E FOLK, NY 11 q56 METAL WASHER FREEDOM GREY COATED COPPER 12" FROM EACH CORNER I I I I #20 REGAL BAR HANGER W/ROD&NUT I I I I #2 ROUND DOWNSPOUTS 631 734-8416 4" THK. POURED I I 12 12 CONCRETE SLAB I I a �— 4 2 e � W/6X6, #10/#10 WWM I I I I I I -ENGINEER I I i I LONDON ENGINEERING, P.G. I I 1 *755 SIC75BEE ROAD I I I i I I 12 12 'MATTITUGK, NY 11 q52 L- - - - - - - - - - - - - - - - - - - - - - ` - - - - - -� 631 2q8-1886 26' ISSUE/REVISIONS Oq. 14.20 PROJECT FOUNDAIION PLA ROOF FLOOR PLAN OAKLEY RESIDENCE - SCALE : 1/4" = V-0" SCALE : 1/4„ - V-011 3400 LITTLE NECK ROAD ,GUTCH000E, NY 11 q35 1 /411 = 1 ' lD RADII N G GARAGE FLOOR PLANS GARAGE SCALE : 1/4” = V-0" Al i , JV,! G ROOF PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING EXTERIOR TRIM GABLE TRIM DETAIL TYP. PROVIDE CELLULAR PVC,TRIM A5 NOTED LEAD COATED COPPER HEAD FLASHING PROVIDE CELLULAR PVC, CASED BEAMS & 5"GROWN MOULD I I I T I I I I I I I I I COLUMNS AT PORGHES 2 1/5" FASCIA 2 1/2"X 6" CORNICE BOARD UPPER EAVE TRIM 50LID GROWN 5" GROWN MOULD CUSTOM BRACKETS 1/4"N X b" H X 1'-4 1/2" L 2 1/5" FASCIA 2 1/2"X b" CORNICE BOARD WINDOW TRIM 47 50LID GROWN 1 '1/2"X 11/4" HEAD CA51N6 BOARD 11 N/ 1" SIDE EXTENSIONS AND 50LID GROWN ROOF OVERHANG ry 5/4 X 5 1/2" JAMB CASING STANDING SEAM BOARD TYPICAL AT NINDONS METAL ROOF N/ 2' -0"WIDE OR LE55 CUSTOM BRACKETS III Hill I IIIIIIII Hill III 5/4 X7 1/4" JAMB CASING BOARD AT NINDONS WIDER THAN 2' - D" � Ffl PROVIDE PRE-PRIMED SHINGLE SIDING IN FIBER GEMENT ON FARMHOUSE SILL & BED MOULD II ® ® NRB SPECIFIED BY MANUFACTURER. TYPICAL AT NINDONS ® 5/8 5HEATHING ON 2X6@16" O.G. FRAMING W/ BATT INSULATION SHINGLE FLARE DETAIL AT 15T FLOOR SHINGLE FLARE WEST CKEEK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I� - - - - - - - - - - - - - - - - - - - - PLAN I DESIGN I .BUILD AST ELEVATIO QE51GN DRANINGS NEST GREEK SCALE : 1/4" = V-0" PO BOX 256 ROOF PROVIDE SYNTHETIC SLATE ROOF SHINGLES O NEN 5UEFOLK, NY 111156 MANUFACTURER SPECIFIED UNDERLAYMENT 631 X34-8416 ON 3/4" PLYNOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING ENGINEER EXTERIOR TRIM GONDON ENGINEERING, P.G. PROVIDE CELLULAR PVC,TRIM A5 NOTED GABLE TRIM DETAIL TYP. PROVIDE CELLULAR PVC CASED BEAMS & LEAD COATED COPPER HEAD FLASHING 1 155 51 O5 B E E ROAD COLUMNS AT PORCHES 5" GRONN MOULD 2 1/b" FA5GIA MATTITUGK, NY 11 q52 UPPER EAVE TRIM 2 1/2"X 6" CORNICE BOARD 631 2q8-1 q86 50LID GROWN 5" GROWN MOULD 2 1/N FASCIA CUSTOM BRAGKETS 7 1/4"N X 6" H X 1'-4 1/2" L 2 1/2"X 5" CORNICE BOARD SOLID GROWN WINDONTRIM 155UE/REV151ON5 1 1/2"X7 1/4" HEAD CASING BOARD N/ 1"51DE EXTENSIONS AND SOLID GRONN Oq. 14.20 ROOF OVERHANG 5/4 X 5 1/2" JAMB CASING STANDING SEAM BOARD TYPICAL AT NINDONS METAL ROOF N/ 2' -0"WIDE OR LE55 CUSTOM BRACKETS PROJECT 5/4 X 11/4" JAMB CASING OAKLEY RE51 DENCE SIDING BOARD AT NINDONS HIDER PROVIDE PRE-PRIMED 5HIN67LE THAN 2' - 0" 3400 LITTLE NEGK ROAD 510ING IN FIBER GEMENT ON NRB SPECIFIED BY MANUFACTURER. FARMHOUSE SILL & BED MOULD GUTGHOGUE, NY 11 q35 5/5 5HEATHING ON 2X6@16" O.G. FRAMING TYPICAL AT WINDONS W/ BATT INSULATION SHINGLE FLARE DETAIL AT 15T FLOOR 5HINGLE FLARE SCALE 1 /411 = 1 ' �D RAN I N G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �` Ef] GARAGE ELEVATIONS GARAGE, SCALE : 1/4 = 10 WEST ELEVATION � �e t SCALE : 1/4" = 1'-0" 1 . . GABLE TRIM DETAIL TYP. LEAD COATED COPPER HEAD FLASHING 5" GROWN MOULD 2 1/5" FASCIA 2 1/2"X 6" CORNICE BOARD ROOF 50LID GROWN PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON CUSTOM BRACKET51 1/4"W X 6" H X V-4 1/2" L MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE RAKE TRIM CONTINUOUS RIDGE VENTING LEAD COATED COPPER RAKE FLASHING UPPER EAVE TRIM 5" GROWN MOULD fill 11111jil 11111 5" GROWN MOULD EXTERIOR TRIM 5/4 X 9 1/4" RAKE BOARD 2 1/8" FASCIA PROVIDE CELLULAR PVC TRIM A5 NOTED 2 1/2"X 5" CORNICE BOARD PROVIDE CELLULAR PVC CASED BEAMS & 50LID GROWN COLUMNS AT PORCHES WINDOW TRIM 5/4 X 11/4" JAMB CA51N6 ® GUTTERS BOARD AT WINDOWS WIDER 6" BERGER HALF ROUND THAN 2' - 0" FREEDOM GREY COATED COPPER #20 REGAL BAR HANGER W/ ROD & NUT FARMHOUSE SILL & BED MOULD #2 PLAIN ROUND DOWN5POUT5 TYPICAL AT WINDOWS ROOF OVERHANG STANDING SEAM ROOF OVERHANGEE11 EE11 EE11 EE] METAL ROOF W/ STANDING SEAM CUSTOM BRACKETS 11 METAL ROOF W/ CUSTOM BRACKETS 1 .1 1 1 1 h SIDING B PROVIDE PRE-PRIMED SHINGLE 51DING IN FIBER CEMENT ON Ll 11 Jill I i I I I I I I I I I NRB SPECIFIED BY MANUFACTURER. 5/5 SHEATHING ON 2X6@16" O.G. FRAMING SHINGLE FLARE i i W/ BATT INSULATION POURED CONCRETE FOUNDATION i SHINGLE FLARE DETAIL AT 15T FLOOR WEST CKEEK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PLAN DESIGN BUILD NORTH ELEVATION, DESIGN ORAY�lINGS SCALE : 1/4" = 1'-0" NEST GREEK PO BOX 256 GABLE TRIM DETAIL TYP. NEN SUFFOLK, NY 11 q56 LEAD COATED COPPER HEAD FLASHING 5" GROWN MOULD 631 734-841 b 2 1/8" FASCIA ROOF 2 1/2"X 6" CORNICE BOARD PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON 50LID GROWN MANUFACTURER SPECIFIED UNDERLAYMENT CUSTOM BRACKETS -11/4"W X 6" H X V-4 1/2" L ENG 1 N E E R ON 3/4" PLYWOOD DECKING ON 2X10@16 ROOF RAFTERS. PROVIDE LONDON ENGINEERING, fi.G. CONTINUOUS RIDGE VENTING BAKE TRIM 1755 5165BEE ROAD LEAD COATED COPPER UPPER EAVE TRIM RAKE FLASHING MATTITUGK, NY 11 q52 EXTERIOR TRIM 5" GROWN MOULD 5"CROWN MOULD PROVIDE CELLULAR PVC TRIM A5 NOTED 2 1/8" FASCIA 5/4 X 9 1/4" RAKE BOARD 631 2qb-1 q86 PROVIDE CELLULAR PVC CASED BEAMS & 2 1/2"X 8" CORNICE BOARD COLUMNS AT PORCHES 50LID GROWN ISSUEIREYISIONS WINDOW TRIM GUTTERS ® III I Hill 111111 1 1/2"X 7 1/4" HEAD CASING BOARD Oq. 1 4.20 6" BERGER HALF ROUND I I Hill I I 111 11 11 1 111111 W/ 1" 51DE EXTEN51ON5 AND SOLID GROWN FREEDOM GREY COATED COPPER 5/4 X 5 1/2" JAMB CASING #20 REGAL BAR HANGER W/ ROD & NUT BOARD TYPICAL AT WINDOW5 PROJECT #2 PLAIN ROUND DOWN5POUT5 2' -0"WIDE OR LE55 5/4 X 7 1/4"JAMB CASING OAKLEY RESIDENCE BOARD AT WINDOWS WIDER 3400 LITTLE NECK ROAD PROVIDE PRE-PRIMED SHINGLE ® � THAN 2' -0" 51DING IN FIBER CEMENT ON ® ® CUTCHOGUE, NY 11 q35 NRB SPECIFIED BY MANUFACTURER. FARMHOUSE SILL & BED MOULD 5/8 SHEATHING ON 2X6@16" O.G. FRAMING ® TYPICAL AT WINDOWS W/ BATT INSULATION 5HIN67LE FLARE DETAIL AT 15T FLOOR Ill 5HINGLE FLARE 1 /4 DRAMING -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � GARAGE ELEVATIONS GARAk - _ , „ SOUTH ELEVATION iP r SCALE. 1/4 — 1 _0 A15 JAN! 2 SCALE : 1/4" = 1'-0" I Ur Ur »I>Jv>= 2X10 OUTRIGGER lz RAFTERS @16"O.G. r m iV L(1 TOP OF PLATE iy N iv TOP OF 2ND FLOOR SUBFLOOR TOP OF PLATE TOP OF PLATE m ■ m ❑ :o TOP OF FOUNDATION TOP OF FOUNDATION 8"THK. POURED GONG. 4" THK. POURED CONCRETE FOUNDATION WALL W/#5 REBAR —t7 @36" O.G. EACH WAY W/36"SPLICE SLAB W/6X6, #10/#10 iNWM TOP OF FOOTING PROVIDE CONTROL JOINTS L m TOP OF FOOTING w W/LIQUID APPLIED DAMPROOFING — — — — — — _ - • 8"X1b" POURED GONG. FOOTING SET ON UNDI5TURBED 50IL W/(2)#5 (2)#5 CONTINUOUS REBAR CONTINUOUS REBAR TOP OF WALL 5/8"X 12"ANCHOR BOLTS @ 25"D.G. AT VEND ZONES AND 29"O.G.AT INTERIOR ZONES W/3X3X3/16" METAL WA5HER WEST 12" FROM EACH CORNER SECTION A, SCALE : 1/4" = 1'-0" PLAN I DESIGN I BUILD DESIGN DRAlNINCGS !NEST GREEK PO BOX 256 NEIN SUFFOLK, NY 11 q56 - TOP of RIDGE 631 734-8416 ENGINEER lz TOP OF PLATE LONDON ENGINEERING P.G. BTM. OF HEADER - — — — — — — — — ' r - - - 1 155 5165BEE ROAD m CV MATTITUCK, NY 11 g52 m 631 2qb-1 qb6 N dJ (V N TOP OF 2ND FLOOR 5UBFLOOR G TOP OF PLATE ISSUE/REYI5ION5 — — — TOP OF PLATE BTM. OF HEADER Oq. 1 4.20 FP m ■ ❑ lz m _ t- -1 PROJECT OAKLEY RESIDENCE TOP OF FOUNDATION TOP OF FOUNDATION 3400 LITTLE NECK ROAD CUTCHOGUE, NY 11 q35 6"THK. POURED GONG. - FOUNDATION WALL W/#5 REBAR `r m 4"THK. POURED CONCRETE r SLAB V4/6X6, #10/#10 WWM @36"O.G. EACH AY W/36"SPLICE W TOP OF FOOTINGm W/LIQUID APPLIED DAMPROOFING — — _ PROVIDE CONTROL JOINTS - _TOP OF FOOTING— SCALE - 8"X16" POURED GONG. FOOTING 1 /411 = 1 ' SET ON UNDISTURBED 50IL W/(2)#5 (2)#5 CONTINUOUS REBAR CONTINUOUS REBAR TOP OF WALL 5/8"X 12"ANCHOR BOLTS @ 25"O.G. AT VEND ZONES AND 29"O.G.AT D RAINI N G INTERIOR ZONES M 3X3X3/16" GARAGE 5 ECT I O N S METAL WASHER SECTION 12" FROM EACH CORNER GARA SCALE : 1/4" _ V-01' 11 — 1— 11 L SCALE . 1/4 — 1 0 A16 JAN! ELECTRICAL LEGEND -$- 5URFACE MOUNTED LIGHT LM RECE55ED CEILING LIGHT 4 1NALL MOUNTED LIGHT r rO DUPLEX RECEPTACLE rO DUPLEX RECEPTACLE - HALF 5YNITCHED - - - - r9 DEDICATED RECEPTACLE - - - - - - -� - - - i L-- - - - - - - - - 4- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -I M QUADRUPLEX RECEPTACLE F - ,5 •. t• S 4' X }� -�- E H U T �- 5 FAN L - - - - -J A. -I I I EXHAU5T FAN M LIGHT IIIIIIIIIIIII { IIIIIIIIIIIIII- . I/ / �\�I•=I�\��-�. � Oo���v2 - .. � III - - -�IIIIIIIIIII I�II_�"•`l��'��:•- IIIIIiIIIIIII IIIII ®B 5NITCH 5WITCH 3-NAY FLOOR RECEPTACLE BLUESTONE PORCH10" THK. POURED CONCRETE BLAB M#5 REBAR @24" O.G. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -t- - - - - - - -- POURED GONG. KI, jS R PAD M#5 REBAR 14"O.G. LL BOTH DR. PLAN DESIGN BUILD m —GRANLBASEMENTlz -72 CONCRETE FLOOR 17 DESIGN DRAWINGS VAC >M UNT UT NEST GREEK PO BOX 256 NEN SUFFOLK, NY 11 q56 -- -- - - - - - - - - - - - - - - - - - - - - -\- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - II -II - - - - - - -f JI I III- - -o \- -_-------� I-I\��- -v°-II'( -------- - - \iII I►\'+.`<, iII II -r'-�\,�I-%\�-_-_`-_-����\ -i JIIII J' - - -IIIiIII 1 -1rIIIII - - IIII 8T4 1631 734� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t- - - - - - -- - - - - - - - - - -I- - - - - - - - - - - - - - - -- - - - - - - - - L ENGINEER f BASEMENT LONDON E N , G INEE R I N G , P.G. GONGRETE FLOOR 1155 51G5BEE ROAD WP MATTITUGKNY 111152 � UP 631 2q8-1 q86 L _ELKCTRICAL ISSUE/REVISIONS EP Oq.14.20 7. L - - - - PROJL _ _ _ _ r - - - - - - - - - - - - - - - - - - - -j - f- - - - - - - - - - - - - - - OAKLEY RE5IDENGE _- - - - - - - - - - _ 3400 LITTLE NECK ROAD 7- - - - - r iL - - - -J I GUTGHOGUE, NY 11 q35 BLUESTONE PORCH ABOVE i L- - - - - - - SCALE- - - - - - - - - - - - - - - - - - -I 1 /4 = 1 L - - -F - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - DRANING BASEMENT ELECTRICAL PLAN 11 ' E ECTRICAL PLAN, BASEMFNT E SCALE : 1/4" _ V-011 ' JAPE 2 � k ELECTRICAL LEGEND _ _ _ — — — — — — -- _ � _ / � 5URFAGE MOUNTED LIGHT LANDSCAPE REGE55ED CEILING LIGHT \ LIGHTING ` WALL MOUNTED LIGHT kO DUPLEX RECEPTACLE \ \ IO DUPLEX RECEPTACLE — HALF 5WITGHED \ I� DEDICATED RECEPTACLE WP — — — — — — r- � r -I r � r � r � r � 6 , L_� �_J �_� �_� �_� �_� —' -- — -----� -- I� QUADRUPLEX RECEPTACLE . ; ... . . .. ... — .............. .. ....I .... . . .. . . \ . - ... . . ...- .. . .. . ......_...... .... ...._...... - — - .......... . .........-......... ............ i i.. : EXHAUST A . . '7 i . .... ........ .. ._.._ _ . .._ .. ._.......__ _ ....._ ..._._. .._.. . _ .... ._........... ........_._.._...................._...................... .—.._.............._. . I F N r f: \. I : : .. ........... .. ..__...... _.... _ _....__. _....... GOYERED PORCH__.....=- --.__...._.._............................................................. . t!! I _ . _ ... ..... ............_..._. ...__... ...._ I .._.....--- ----- -.._....-.. ER BED O M \ _._.......... ... ... _. M AST R . . _ . . .. .. .......... .. . .__. .41— . . ; ! .. ....... ................................._.... ........................................................ ....... ............._........_..................._. _. ....._-._ iii i I ...... :.: EXHAUST FAN W/ LIGHT i : _..........._.........__..... ._..._._....._.................................................................. .... ...__.......__..__... .. ................................._. . _.. _........._...._. ......_............. ......................... :.: is __._._..._.— —_--_— .___._.... . — ..._....... ...._..... ............YA T I tN _ -_ _. - --- --_...f E E _ UL D G L G B A _ _..._ _...__.._.._..._...............___............_.......__._.._........._..._...._........._......._...._.......................__......._.._ ..._....__.._..__...--- i \ ------ -------- ------- E. ._.........E E DED ------- -------- ------- -- -- -- -- : I .... .. -....... - - — i:ii; _ _ _... ... ......... . .. ._....._...... .._.._.. ....... _........... ,1 I : :5 T&G OARD5 ; : \_..._._.._..... ......._.._.. --._............_. .... __....._..--_--- ........._..._.. ..........._........ _. - I 5NITGH 3-NAY SWITCH : I ; -----. .. ,--............__.._..I 1...J 1.1 1...I r _...................... _.- — — -——---- .--'f!!t!' ! — _ .__ : i 1 1 1 I I 1 1 1 .. .. — — — 1 I I 1 1 1 .... ... !! ;;: 3 1 . _. _. . .. .. .- .. ::; .._. : 1 t _. ..1 1'1 1 1 11 I I. ... -. .. .... ... ... .._ ..... .......i I 1 1'1 1 : : . _........... ..... ._. ... .. . WOO I LOOK I 1 SKYLIGHT I 1 SKYLIGHT 1 1 SKYLIGHT 1 , SKYLIGHT I 1 SKYLIGHT I , SKYLIGHT 1-+ SKYLIGHT 1 f ! !'i `1!! - - i O:; \ I 1 1 1 1 f J , ._..1 I"1 1 1 r....:.:.::....:.' :::. ,! !!'II ! !1 ! : I ! : .... ........ .... 1 ABOVE 1., ABOVE 1 , ABOVE t..1 ABOVE 1 .:.... .. - ..J ABOVE 1 , ABOVE I', ABOVE 1.. .... / ! I, !I' 0 1 I I I I 1 , I ,., ,..-t I I' ! FLOOR RECEPTACLE l.� : ; i ' i ! : p': \ .. .... ..I k 1 I 1 1 i 1 .. .. ._............. ..._... .. .... .. ........ 1 f I It l :::1. 1 ; i ; ; ; . i i i i i i � ;;I ; i�: .......... .. ....... .. ... ... ._..... ....... .. , ... .. ......f i 1 i s ! i i l ;;i i s : ; i i ! : 1 . ............................... .........._........_.:. ... .. ...... ..........................1 1 1 1 1 r ! 1 : : : ! ' ! 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NOTE . \ li ................ .......... .: : I. i ...................................................................................................................................................................................................................... I : I: ..._..__....... ................. .. .. .. : ; : . : : : i _... . I . i : .�.........__ it iis -- - 'I '! !II :: .......-..-_--'-'"__..L..__._..._.....___._.._._._._..... ... ...__........._._ ., __.._.__..........._....__....._..__._.........__......_..._....._.._._..-....-_-...-.._.._.._...-......_............_-_...._..__....._._...._.................----._..........--- _....... .. Ii;11.1!i. RECEPTACLE PLACEMENT 5 W --......._.........__._..............._..........................._..._........_..__..._.................._......._.._........._.._ -'-'--'- .._.._......_._.._..._._._. 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TO MEET ELECTRICAL GORE SPACING REQUIREMENTS _................ ..._._. . --- 2 i 11 � � - - .... .... . / � '.�. DROPPED GEICING i - - - - - - - - - - - - - - -� - - - - - - - Tr - - - - -T j i T T'.... ! 1 L I I I -i rt t - CABINET I I I) -'-- --- I i - : ..._..---........--- ...--......I.......__...__..._...__....T88G-.@Q_--_QS..._.. — I I I j ; IT ij L. I II 11 ! ! I I ! i 36x84 / i I \ __ L.—.— _...- I I I I I I I I I ! : III ; — i i II I I I III ` I L I I I I - - - � I I i / I I i l I� I I I 11 III \1 F o 0 1 LINEN 3� \ -- ; 1 I ! i I i I ( j I ---._ ....... _._._...I -'--- -...--- I I I I I I I / I I I i III I i I I I ! ; ii ; : I , i _ _ _�_ _ _ _ _ \ I \ I I I/f I I I III i i 1 j _- 11 I j — � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i / . 1 i ; i 1 III LL I ' ; I I I I - - - -\-1-I - - - - - - - - �I -f - - - - - - - - - � T - - - - - - - - II I I i I IVVC�ODFLDf�Ri ( j BATH - - - - � ; i ( I , . i ! 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( I I° !`i' �I 1 I i II \ 1' I I I I I I 1 III i i i - ____-, L-. _-- 11 T I � � \ © I 11 I i F— r _� / i - . is _ _ 1 hl ! L, p I I I I I \ I II ► � I I� I �5T GI\�EK X 11 — _ I 1l hili ! I ; I 11 m L�YJ� GFI / �I i i I _ ! I i 11 I' \ I I I I I I I r_. I I - \ I ;l I - - -- — - P 0 _ i !� : O B X 256 i I I I I I I I I � 1 ii � 1 ! }�� , : I 3 - - - - - - - - - - - - - - - - - - - - - - - -3 - - - - - - - Qi y l KITCHEN l I -' rJ..— -' -- -- - I 1 1 I 1 I j 1 Wb417 FLOOR I j __ - II ; 32x84 30x84m- -- - N EY�I S U E FOL NY 11 q56 : \ j 72x100 CABINET I : I li i 1 1 !- '� y1/i �I 11 I I t -- — i I : %' 31 734 8416 OFFICEAD InIm 10 7- - - I � ! \\ - - — — i ! i M0�39 I 1 ` J . 1 I _..i : I I i . T / L I I 9a3rnv�a Baa t� - _ -- - - WOOD FLOOR �L UNDER GAB IGH7 �f3 a� UNDER LAB LIGHTS �/ �RE551NG ROOM I 7� I I o� 2p i —j— — _. _.._ LAND5CAPE ( WOOD FLOOR I--' \ BASEMENT Z I WOOD FLOOR ' \ Q HERRINGBONE I I — 42x84 `— _ I_J LIGHTING ENG 1 N E E R i ENTRY 4 I C6 IN to / I I I BENCH W/CABINET AB E -........-..'.1�' . -:::: :. _............) 1 L \ 0 ]a -0--LINEN C6 � � I- / I I I \ 1 / 51I?EP�9RGH�=-J I _ -----.- --- // CONDON ENGINEERING, P.G. 11 \ / \ I ( I I MUDRDOM IJLTEDIL. E4DE / / / \ I �I , _ 3�\ 3 I WOOD FiC . - .1--_�..'_ __. _...__ 1755 5I GS B E E ROAD IQ ! — CLOSET ETI GLaOET I c i I � ON m ` I I :� I I ........... MATTITUGK, NY 11 q52 / 3 :':.:::......._........:...: .. I 631 2q8-1 q86 . .. ...... HANGING ROD ""' WP.. ..._....-::...::-.::- 1-1 I L I I I IL L 4iL \ I 1160x100 HALL W/CAB ABOVE _._ ... ......_............ _..-- ....-_.- WP wl \ IW WI / IW ` I _ - \ WOOD FLfOR In `" °J IN Ilillill'i:ii:ii ;:ii �; FREEZER REF. �� ---- ---- - feI Iw wI Iw �III:i. T,R HA[ Ll ISI / - - - — — — — - - - L� I' QI ICI QI IQ T'G9ARREL-.AI01;7EbiCEILIN6z.I! I! I / O i.. ItCOOI�I 1 r5 A ISSUE/RE/15IONS 28x84 I I NE . I!I 12 v O r -, i I 1 Q-; !I x - OOD FLOOR WOOD F R. - . P 14 RI21N6H ANTRY Y'IIOOD FL 1!I ; ' 1 i l m E RINGB INE ;_ — _ _ \ m Oq. 14.20 II BASEMENT 11 I \ w 1 !!,II Ij't (!: - - ll l , WINDOW WELL 6 z 1 I I \': i1 I - - - - - - - - - BELOW I L4J U !I I l l 1 - , ° T T _ `T - - 1 , � I I / I \ O - - – – – – – – – –� i1 \ - -m PROJECT 11 — Ii - - - - - - - - !i 1 l -i-'Tt: t. is !! L_ 11 O�KL Y R :i l P E RESIDENCE ,l; :i I I ii: it ii i1 !' I! I:i is I I I I BASEMENT I II I. li 111 ;! !: ;1 li ,i ii. WIN W W I I! 111 I I DO ELL i! ii 3400 LITTLE i �i i! 11 � I �I E NECK ROAD �/ 11i! BELOW I i l` II i, 1- - - - - - - - - - -� is .i!' i; I lil :I' !: !I: ii �I !;' I !! 1 1 G UTGH I �+ OGU N ilI II Y iii 1' E 1 q 5 i�/ 1 3 llllj'',11 !li!Ii! ' DY�' DI lij lli; I ;I :!i /Ii1liii, (l l 1111 1111 1 I ,! ii! i; r1ii!IIIi I !j �NtRY;pl)�RGHi !Iil' III. _ —1-7 M1. f 1 ;.:, ! ;ill :I ;i1 ' r E] L_J (I?JA'U1TW6E,1 OEADEDiII!: 11�'i! / 1 /411 = 1 ' I LOW VOLTAGE LIGHTS LANDSCAPE / REGE55ED IN R15ER(TYP.) / LIGHTING _ FIRST FLOOR ELECTRICAL PLAN F� l� T FLC) Ct) � ELECTRICAL PLAR! m SCALE : 1 4" = V-0" .� � r : 1 - ', ' : . � 1 (� I ! - I ! ELECTRICAL LEGEND 0 SURFACE MOUNTED LIGHT RN RECE55ED CEILING LIGHT 1-0 WALL MOUNTED LIGHT kO DUPLEX RECEPTACLE kO DUPLEX RECEPTACLE - HALF 5WITCHED M DEDICATED RECEPTACLE OUADRUPLEX RECEPTACLE i EXHAU5TFAN 0 EXHAUST FAN W/ LIGHT 5WITCH 3 5WITCH 3-WAY FLOOR RECEPTACLE SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT NOTE RECEPTACLE PLACEMENT 5HOWN A5 5PECIFIED BY INTERIOR DE5I6NER. ADDITIONAL RECEPTACLE5 WILL BE PLACED A5 REQUIRED TO MEET ELECTRICAL CODE SPACING REGUIREMENT5. BENCH SEAT I WALK-IN CLOSETVON Z -----u-�- -- ---- - -- - I i I I I I F - - - - - - - /i RE _ Kv W / v ' i I I i CABINET L \ I /AULT)=p CEILING; 5"T&G BOARDI�kiBEAM5 \ I 28x84 _ I _ II ! '_I – J ! _I – i_I – _WOO OR_ `i– ! ru FI QUEEN \ WEST KEE EK \ - L----- v- -. - ----- — — _ — _ — l-� I \ \ 11.11E i f i- ' LINEN PIPE, L I I , 1 I QUEEN I i l I I ;I I I ' I I SKYLIGHT ABOVE \ I R 30x30_ B I I PLAN DESIGN BUILD WOOD FLOOR— I T I I T I I I . ; ': I ' I BEDROOM #3 I i � I�!�: Ii i : WOOF FLOOR I ► ( j I I �7ESIGN DRAWINGS / WE5T CREEK BED ROOM #2 \ \ - - - - - – - - -�� LI- -66x84 - - - U EN / _ PO BOX 256 L WOOD FLOOR L m r — — —�_=— � — — — — 7 z LAUNDRY/� z 1 _ F _ � I IJPSTAIRS HALL\ W�OD fLO�R / - Y�IQOD FLOOR I I CESS DRYER NEN 5 U F FOLK NY 11956 I QUEEN / ALCESS \ I— BEAMED CEILING , WASHER f ACCESS / L-------j I WOOD FLOOR \ I RN L-----� \ I r -Q 41 -�\ _ _ BEAM _ - -� 36x84 — 1 631 734-8416 30x84 r o —. \ a I � I I ��:� It&G.BAt�REL vAu�rEn'��I iuN� I � 10 ENGINEER - - I — — — — — — — — — — i inIOODPLOQR `-`-`\ - - - - - - -BEAM - - - - - - � I � ;I i I \TILE LONDON ENGINEERING, P.G. nN Mid l IL - - - - - - - JI 1755 51G5EEE ROAD I r ' ' l 111 !i jj` MATTITUCK NY 11952 III !Ii l 631 298-1986 155UE/REVISIONS 09. 14.20 PROJECT OAKLEY RE5IDENCE 3400 LITTLE NECK ROAD CUTGHOGUE, NY 11935 SGAL 1 /411 = 11 DRAWING 5EGOND FLOOR ELECTRICAL PLAN SFC:QND FLOOR ELECTRICAL PLAN. 11 1 11 II SCALE. 1/4 = 1 -0 } J�,r f � y ELECTRICAL LEGEND � 5URFAGE MOUNTED LIGHT LM REGE55ED GEILING LIGHT 1NALL MOUNTED L16HT k� DUPLEX RECEPTACLE kO DUPLEX RECEPTACLE - HALF 51NITGHED rO DEDICATED RECEPTACLE M allArDRUFLF-X RECEPTACLE EXHAU5T FAIN EXHArU5T FAIN K LIGHT 51NITGH 3 5WITGH 3-1NAY ® FLOOR RECEPTACLE CUDH-N64022 GUDH-NG1614 6UDH-N64426 GUDH-NG1614 Z B R B - — — — I I / �1 17 I I I - I ON � 7 3: III I I I I I III I ' I I "I", E K WEST .-B a \vm PLAN DESIGN BUILD I I i I \� — T _ z DESIGN DRANINGS rn o N U) II �� i ► I I z i NN lNEST GREEK 2 1 I I A I F �X N Q� I I I I �x �} I I I �� PO BOX 256 \ / m I - - - - - - - -` - - - - - - - - - - - - - - - - - -- NEN 5UFFOLK, NY 11856 _ _ _ � _ _ - _ _ 631734-8416 I I ENGINEER KN LONDON ENGINEERING, P.G. WP 1755 5165BEE ROAD 36X MATTITUGK NY 11 g5 — — — -10 8 X 6 4s- I— — — — ' LE L I 1 - — — — 2 / P I I ZUDH-N&4022 ROOF 3 N 631 288-1 886 - - - - - -- I L I D Z L - - - - - - - - - - - �-� - - - - - - - - - - -- - - - - - - - - - - - - - d MOTION J55UE/RE1�15IONS ACTIVATED D Og.14.20 PROJECT FIRST FLOOR ELECTRICAL PLAN, SFCOND FLOOR ELECTRICAL PLANI OAKLEY RE5IDENGE SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" 3400 LITTLE NECK ROAD CUTCHOGUE, NY 11 835 SCALE 1 /4 11 = 1 ' DRAINING GARAGE ELECTRICAL PLAN G A RAGE. j, SCALE : 1/4" = V-011 f 1 JAN 2 E I t I