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HomeMy WebLinkAboutTR-9628 Glenn Goldsmith,President ��oF so�ryo Town Hall Annex A. Nicholas Krupski,Vice President ,`O l0 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III [ Southold,New York 11971 Michael J.Domino G • Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 �yCOUM,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1871C Date: November 1, 2021 THIS CERTIFIES-that the demolition of existing 1,275sq.ft. dwelling with attached garage and construct new two-story dwelling with attached garage in same 1,275sq.ft. footprint on the,existing foundation; construct an additional 14.1sq.ft. addition on landward side of dwelling and an 80sq.ft. addition on seaward side of dwelling; construct a 388sq.ft. deck attached to seaward side of dwelling; remove existing septic system and install new UA sanitary system; and to install"and perpetually maintain a 10' wide non-turf buffer along the landward edge of the wetlands; At 1500 Beebe Drive,Cutchogue -Suffolk County Tax Map#1000-103=3-4- --conforms to.the application for a Trustees Permit heretofore filed;in"this= offici bated October 4,2019 pursuant to which Trustees Wetland Peinii't-#9628�1)ated January 15;2020 was issued and conforms to"all'of the requirements and conditions of the applicable provisions'of law.", The project for Which-this certificate is being issued is for the demolition of existing1,275sq.ft. 275sq.ft. dwelling-with attached garne and-construct new two-story dwelling with attached,garage in same 1,275sq.ft. footprint on the existing_foundation; construct'an additional 14.1sq.ft. addition on landwafd, side of dwelling and an 80sq.ft. addition on seaward side of dwelling; construct a 388sq.ft. deck attached' to seaward side of d'we'lling; remove existing septic system and install new UA sanitarsystem, and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the wetlands. The certificate is issued to Darcy Gazza owner of the aforesaid property. Authorize Signature Glenn Goldsmith,President *QF SU(/T Town Hall Annex A. Nicholas Krupski,Vice President ,`O� y�lO 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino co G 9z Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: T IN , SPECTED`BY: 0, Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale-line/silt boom/silt curtain 1 St day of construction % constructed X Project complete, compliance inspection COMMENTS: CERTIFICATE OF COMPLIANCE: SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 08/17/2021 Number of Pages : 9 At: 10 :36 : 08 AM Receipt Number : 21-0147610 LIBER: D00013116 PAGE : 293 District: Section: Block: Lot: 1000 103 . 00 03 . 00 004 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Pace/Filing $45 . 00 NO Handling $20 . 00 NO C`OE $5 . 00 NO NYS SRCHG $15 . 00 NO _=-'E'84 $0 . 00 NO Notation $0 . 00 NO C'-_t.Cc^ies $11 .25 NO RPT $200 . 00 NO Fees Paid $296.25 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County w F1-1 F21 Number of pages ; ; {X41 T!-: A. !=iZSCs P-EL' CLEW • n� This document will be public ! E'-F COL—= 1jo record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES cr =' P ^- £tU_ Fee Mortgage Amt. 1. Basic Tax 2110' 00 2. Additional Tax Sub Total Notation Spec./Assit. or EA-52 17 (County) Sub Total LO Spec.iAdd. EA-5217 (State) TOT. ti°ITG.TAX Dual Town Dual County R.P.T.S.A. Held for Appointment J y 7071M.C-$" E._ Transfer Tax Tax The pr eperty"cover-vJ bv this mortgage is or will bt improved by a one or two family dwelling only. _- c ^... YES or N;0 O �- _.s al If NO, see appropriate tax clause on ° page# of this inst., ent. l —c 4 Dist. S 4567621 1000 10300 0300 004.000 5 Community Preservation Fund Real Pro ert ° N 1! 1' Consideration Amount Tax Service IF.R RA�4 , ) E � 1�1!] A CPF Tax Due S DECLARATION OF COVENANTS _,w THIS DECLARATION made this T day of 2024 , by L_. -zpt residing atU0, 750U0, 750 `tom d '� G-;-CCktiC/_- hereinafter referred to as "DECLARANT (S) ":Crfil7 e] P.O-et,,>c%-14--2- W I T N E S S E T H WHEREAS, DECLARANT (S) is/are the owner (s) of certain real property located on i Soca 3c-F—z-r5,F_ ���� , GJ--cTown of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 103 , Block :0 Lot tt which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT (S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a 1 pV"'1��C� �aJ� "non-turf buffer" adjacent to and landward of �NIAL14V_i V-4( EH-CF-ZA hC.F- l3 t �v' :k�S and'C"a N,%Acs<t WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW, THEREFORE, the DECLARANT (S) do/does hereby covenant and agree as follows : 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained OL W% "non-turf buffer" as defined by Chapter 275 of the Town Code, to wit: "A designated area where turf grass, pesticides and fertilizers are not permitted." and as rr depicted on the ��.�:� � �- 4f 5� '�P' c�i �r G�- it see Exhibit "A" attached; and 2) These covenants shall run with the land and shall be binding on the DECLARANT (S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees . IN WITNESS WHEREOF, the owners) has/have duly executed this instrument this day of �I 'r✓ 20�/ . OWNE S 'S RE OWNER'S SIGNATURE STATE OF NEW YORK ) COUNTY OFJ4�7T�r ) ss On the 2 0 T� day of in the year 20A1 , before me the udersigned, a Notary Public in and for said State, personally appeared -51 '"�'? , personally known to me or proved to me on the basis of satis a tory evidence to be the individual (s) whose name (s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature (s) on the instrument, the individual or the persons on behalf of which the individual (s) acted, executed the instrument. Notary Public Jacob M.Grier NOTARY PUBLIC,STATE OF NEW YORK Registration No.01GR6399126 Qualified In Suffolk County Commission Expires October 15,20.i3 Fidelity National 'Title Insur.=rc--= Company TITLE NO.F17-7404-10: SCHEDULE A-1 (Desct'iptiott) fees parcel of land, situate, lying and being at last Cutchogue,Town of ALL that certain plot, p or Suffolk and State of New York, being bounded and described as follows:ive f ses BEGINNING at a point on the westerly side ofeAntleebe llil Lanet(nottopen)and ttllc hew wesg 2 terly side distances BeebDrip:. formed by the intersection of the southerly 1) South 13 degrees 09 minutes 20 seconds East,220 seconds Last, 8.60 feet to a point; 1.40 feet to the point or place of beginning; 2) South 31 degrees 44 cornu econds Bast along the western RUNNING THENCE from said point of beginning South 31 degrees 44 minutes 20 s of Beebe Drive 105.43 feet to land nowor formerly of Jones, g mar THENCE South 76 degrees 43 minutes 30 seconds West, along said land 372.83 feet to the hi hwatcr k of Eugene Creek; THEN CL a tie course of North 29 degrees 13 minutes 00 seconds West along the highwater line of Eugene's Creels 104.00 feet to land now or formerly of Roper; NCE North 76 degrees 43 minutes 30 seconds East, along said land 368.00 feet to the westerly side of Beebe Drive, THE the point or place of BEGINNING. TIIE POL ICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on thepr'emises which by law constitute real pr'opeFo, in and to the land lying FOR CONVEYANCING ONLY, 'Together withs all the right, title and interest of the party of the fast pari, of in the street In front of and adjoining said premr SCHEDULEA-1 (Description) Rev,(03/04) BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9628 DATE: JANUARY 15.2020 ISSUED TO: DARCY GAZZA PROPERTY ADDRESS: 1500 BEE BE DRIVE,CUTCHOGUE SCTM#1000-103-3-4 O AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 15,2020,and in consideration of application fee in the sum of 25 .00 paid by Darcy Gazza and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing 1,275sq.ft. dwelling with attached garage and I construct new two-story dwelling with attached garage in same 1,275sq.ft.footprint on the existing foundation; construct an additional 14.1sq.ft. addition on landward side of dwelling and an 80sq.ft.addition on seaward side of dwelling; construct a 388sq.ft.deck attached to seaward side of dwelling; remove existing septic system and install new I/A 1 sanitary system; and to install and perpetually maintain a 101 wide non-turf buffer 1 along the landward edge of the wetlands; and as depicted on the site plan prepared I Kenneth M.Woychuk Land Surveying,PLLC,received on January 7,2020,and stamped approved on January 15,2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea)to be affixed, these presents to be subscribed by a majority of the said Board as of the 15th day of January,2020. 1..10-A,-14,7.1_51�j TERMS AND CONiri i IONS The Permittee Darcy Gazza residing at 1500 Beebe Drive.Cutchogue, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations'in the location of the work herein authorized,or if,in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. ~i�l~�l S.C.T.M.# DISTRICT 1000 SECTION 103 BLOCK 3 LOT 4 #R10-19-0103 ELSONG MYSDEC LOT CmRaE BASED ON UPLAND LOT AREA 26,210 S F ERSMC OWOLHNC 1595 SF. FROM 5700,N/SIPS IB Sr REAR DECK W/SIPS 715 S F CONE no BLOCKS:236 S F. GRAVEL ORNLWAY N/A TOTAL.2192 SF or 811E PROPOSED MYSTIC to COVERAGE BASTE. UPLAND LOT ARG 26,220 SF GRTMC Owauxo 1593 Sr Fow gOpi W/STEPS-AS S,(To BE BELOVED) REM DECK W/STEPS-316 SF 0 BE BEHOVED)) CONE PATIO BLOCKS-136 S G 0 BE REMONEO) PROPOSED RCM DECK 351 SG PROPOSED ADD--91 SF PROPOSED GAO NT COVERED PORCH W/STEPS 72 Sr G M ORMWAY N/A PROPOSE)TO/AL 2110 SE a BOK ul DBSED TOWN OF SOUTHOLDARE LOT COVERAGE0SF. BASED ON UPIMD LOT MG 16.210 Si: � JAN _7 20 MOWSTOOP W/SMPS 16 Sr REAR DECD(W/SMPS.JIS SG CONE PARD BLOCKS N/A GRAVEL DRA2WAY•N/A -- TOTAL 19M EF or 7SIT ANTLER LANE PROPOSED TOWN Or SOUTHOLD LOT COVERAGE 90,BITI9Wim 1OAx m BASED ON UPLAND LOT AREA 16220 SF [mR,c lMwTOx "CITING OWELLING 1593 SG ==T=M v— "CITING /AG A a,on FROM Sr00P%SIPS,-16 S F(TO BE REMOVED) \ RKG ANGITIC REAR DECD W/STEPS -315 Sr(TO BE REMOVED) b.R+CI toss ip R..- o AOrSTPUG110x 0 I PROPOSED REM DECK J51 5 F. IAND N/G Or 1 PROPOSED AODIOON 91 S G fUTABETH CHOE ( e 766 M1 1 \1�.� yyG,ry PROPOSED PROW CMTRED PORCH W/STEPS 72 Sr GRAVEL.OHNEWAY N/A I i eDA°1 OEP gl� �d 1 �`'CY aV P—SED TOTAL 1110 Si or BOX Y l —,,NCE ALors 100'SETBACK 1 x F MG LANDWARD OF ROAI.WEIUND BOUNDARY 26220 Sr11x241b L��E \ A �'Y .Y' � \� •t✓ TOTAL MEA 37,01279 SO Fr or 085 ACRES / \ Dam.MIO BOL 1 R Oor6 -� -` \ s '\G \ mxmmm f tt \ D. D.u2 TaL rcTLANo eanowr %ii/✓ �--��.� pws�t°vaEEVM,� Y9��Da 'x'T dI%r��yfo o w ��°A \ �mLxu�er i i Sows,GN tOrEEg I Ru - _ EP+n�L y a n 1 �}*�nu\ � mx Yom -*,�'.f' t"I raal Acn9N AN.w\\o• � w»tn ,ss tPEATNtNY Wx(11aCPo) I proLa L�Y \ NV Or •IJ -low IAaaBn \ NOH-ORTURB°IK£ R/ 1 1,�IWxWIr '1 tea° V[GLM[DURA+ 1�� J f\- w am Pr ou.0 cancr,Y \ � \�\ ,n w - 371 ET' cDa+ar rw our Aw //� 1`- �� .Ctt(NL I1GHA 4 B°YBf AW 1 GTiAO OISNC•D FRCS 10 AEYAII ,pw E To B, mwD 6ACKrnLEO ' NK D�Y2LL mil GEA COMP SAq IANON/c OF +O+ RKwRD JO NCS 1 % 5 �T,wA TYPICAL CLEM OUT SOLE ORER IND SUITABLE a1V 63 O OR BaOWK LOW —OS' JO[LBOW YL BOK E —10 vNt APP11OVED BY FLDw- 5P ' BOARD OF 1 RUSTEES w" —7.1' TOWN OF SOUTHOLD m 111 ,N CR(LMO w101 DAY 1. at EOGtWG o�N DATE J ✓ / (S n(Bo) � roFlN'6NORADE EO,BT LmvT Y /l� AAr u,TTI—14' INVERT) tNERE BT 1h001LVO �,� 0W) (BJr)INwRr (aa,) rOUNDAITON pw PML 3—N WALL BA171E MI COARSE TANK1'-8• 2 W t —CAL ORYMfl1 CROSS SECTION SYN (CONC RMCASr COMPONENTS) USE 1.OK APPROVED SEWER PIPE r fYEC,LSL 1250 GAL.PRECAST ST. (AB) ,a ,A/,M m W ,u'``o e<°mu m°c- SI I ,Arn• CROoOK GPLCim«allo rnrn Eo ` O❑O❑ NGRWB,aAK a,�a wavb \ w LHRI SEDIMENT ON SITE H47&IL AND/OR - SILT FENCI�NyG BACK RLL MATERIAL TO BC A�a CLEW MI SANG O cum /l' CONSTRUCTION ENnNNCC-FOVNOATQN LP COUPACTED J/1.5TONE BLENO OR NY STATE OOT APPROrEO RCA FELLA LW#36103CO163H rut TO ICI-(Lr)ABOVE EDSTINO ERNE FOR ORVNAcc. AREA-37.042.79 50 R or 0 85 ACRES ELEVATION DATUM NAV088 LMAUMORIEED A MRA no"OR ADDITION TO TADS SURVEY IS A VOLA RIX!CW'SCCnIX/7709 Or ME NEW YORK STATE EDUCATION LAW COPIES OF DOS SURMEY NM NOT BCMINC THE LAND SURVEYORS CM30SSM SEAL SHALL NOT BE CONSIDERED ro BE A VALID TRUE COPY GJMAMEES MOICATEO HEREON WU,RLN ONLY TO THE PERSON EM WHOM THE SUNIEY IS PREPARED AND ON Mg BEHALF TO ME RRC COMPANY,COWRNMENTAL AGENCY MO LENOHIG MSEMNON LISTED HEREON,MO TO ME ASSCNEES Or ME LEAVING NSn1URON—OMS ME NOT—5,D'ABLE DRAINAGE CALCULATIONS ME(VISITS M D'MEN9LW5 vow HEREON FROM ME PROPERTY LANES TO THE STRUCTURES ARE FOR A SPEGTTC PURPOSE AND USE TNERPGtE THEY MC NOT WTE�ED 10 MONUMENT THE MR torr LINES OR M CU'OE THE ErCoCN OF FEW=ADDITIONAL SMUCrURLS OR AND OMER NPROWUEMM EASEMENTS AND/OR SVDSURGCC SMUMAES RECMED OR UNRECOWEO ARE NOT CUMAMEED MESS PHYSGLLY EHOENT ON ME PREMISES AT DHE nur Or EOR VEY oWnLLw/vacwsm AoorTONs w Crn3K[O wKGI-1.712 San SURVEY OF DESCRIBED PROPERTY CERTIFIED TO DARCY L GAZZA, (2)eau.is o®Rom 3ser PRGA— UAP OF FILED. ADD I/A SANITARY 01-05-19 REVISED 12-5-19 SITUATED AT EAST CUTCHOCUE REVISED 10-17-19 Tom OF SOUTHOLD KENNEfH M ROYCHUK LAND SURVEYWG,FLLC REVISED 09-25-19 SUFFOLK COUNTY,NEW YORK Prof 00e10n Ol land Sprvay(ng Ond DIPlgn ✓ /iN�..__// P 0 Do.153 Aquebogue,Nee York 11931 ME WATER SUPPLY.WELD DRYBELLS AND CESSMOM FILE 119-127 SCALE I"-30• DAL[AUG 28 2019 .VA.,.. ,._ ,. -v--_-__ PBONB(831)x98-Ibea r1I(651)298-1588 LOCA ERNS SHOWN ARE FROM E)ETH G9.SERVARLWS AND M DATA OBTAINED ERdE DINERS X XHIAIrA Fa-,� L-6, f,64 , ANTLER LANE EXISTING MM. DWELLING 70 BE DEMOLISHED. D=NG FOUNDATION To REMAIN. NEW 2 STORY VACANT PROPOSED EL 10.8 FRM.BUILT IN DWELLINGPLACETO BE 1w WAGING AREA .0 1 . EXTERIOR GARAGE WALLS TO REMAIN. AND CONSTRUCTION -1 % DWELLING ENTRANCE W`PL%,WATER 9 00' I .\\ PROP. - OWELLiNGS DRY 36 WELL W/P,%.WATER ► 8'01AX4'DEEP SLI K4 7.9 DVW PAW&M M BE ROM I PROPOSED ADD= 3*x4,r A-1 PP 1% LF LP DOW EXP EL 11.2 8 TO BE 00, LP ................. PROposm LF tAy 0 ON C10 BE BE Ptoo NXt ...... . .. ... . EL PROPOSED IIA jo {' :. a.. 1 ipo*'* *. *:*.'--4-7: ........0i .. 4 BEDROOM w1a, :... .. .. ... .... ... ... . HYDRO. .............. . . .......... L U.P.pppX Tp BE . TREATMENT TAW GUY ...... ........ .... .... PROPOSED ........... 10 A AMM W BED OF GRAVEL DRF&rM. PRDI'm SOL ex 'y WIN 00vt EXISTING OVERHEAD WIRES TO RUM STOCK PIE AREA R TO Be Rg\t EXISTING SANTIARY SYSTEM TROP. TO BE ABANDONED AND BACKFILLED or 8TJAx4DRY WELLDEEP WITH CLEAN COARSE SAND. ' DWELLINGS w^Two WATER LAI ND NF OF RICHARD JONES 4 05 f TYPICAL CLEAN OUT SLATE OR STOPPER END surrAsLE COVER OR PLUG 30' ELBOW 60' WYE FLOW— FFL 11.1 C.I. LOCKING EL(8-0) COVER TO GRADE----\\ EL(9.5) FINISH GRADE 35- RUN (CAST IRON) I MIN-2MAX 1/4 -FT. O"MI §:-FT. 6" COVER I 1 6 COVER (0-5) INVERT-1 a INVERT V 6 SLAB (7.04) INVERT- IW(5r,ERT (s.ai) . 7) FOUNDATION '-�,FLOW 8'0 13' COLLAR WALL BAFFLE CLEANFLE MI COARSE 10-8" 2'SAND & TANK 3'MIN GRAVEL USE 4" DIA. APPROVED SEWER PIPE 1250 GAL. PRECAST S.T. L (4-0) C4 GROUNDWATER ELEV. 1.4 HIGHEST EXPECTED GROUND WATER 2.0 W MIN. EXISTING GROUND BUT SUFFICIENT TO KEEP SEDIMENT ON SITE HAY BAIL AND/OR SILT FENCINGL z EXISTING TOWN OF SOUTHOLD LOT COVERAGE U I1 tY U S.F.BASED ON UPLAND LOT AREA 26,220 tVf I FRONT STOOP W/STEPS: 46 S.F. REAR DECK W/STEPS: 315 S.F. Southold Tern CONC. PATIO BLOCKS: N/A �•„ s�r.,�,,, GRAVEL DRIVEWAY: N/A TOTAL 1954 S.F or 7.5x ^ /I PROPOSED TOWN OF SOUTHOLD LOT COVERAGE /j 17 �y r BASED ON UPLAND LOT AREA 26.220 S.F. ������G EXISTING DWELLING: 1593 S.F. s 3/f FRONT STOOP W/STEPS: –46 S.F.(TO BE REMOVED) U/ REAR DECK W/STEPS: –315 S.F. (TO BE REMOVED) PROPOSED REAR DECK: 351 S.F. EL PROPOSED t PROPOSED ADDITION. 94 S. I F PROPOSED FRONT COVERED PORCH W/STEPS: 72 S.F. GRAVEL DRIVEWAY: N/A I PROPOSED TOTAL: 2110 S.F or 8.090 SILT FENCE ALONG AREA LANDWARD OF TIDAL WETLAND BOUNDARY: 26,220 S.F. U 20.750 S.F R TOTAL AREA: 37,042.79 SQ.FT. or 0.85 ACRES N 16,4310 \ TIDAL WEIIAND BOUNDARY AS DELINEATED 9Y // r•:�� SHAWN Y. BARRON I// '•':. `' JULY 14 2019 ate° 10' WIDE - 10� -VOLUNTARYNO 'v :NON-DISTURBANCE// .;'•: :1:.. VEGETATIVE BUFFER - __- -- -., L� / !•'.',''• 1. •••. ves- V/ '•.. N" N< co $ S16o43t3d'W a". 8.5 OL OR BROWN LNrm ML BR�bi4TT1 A P O V E® DI PALE SP BROWN FINE ®,ARD OF i RUSTEES SAND 1 -7.1- TOWN OF SOUTHOLD GROUND WATER ELEV 1.4 WAP> 01BROWN DATE T�Id FINE is, ZOzo ii — 14' - JULY 18. 2019 A/cDONALD GEOSCIENCE TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) 6•SUB FOR W=-TRAFFIC SING IY1"'�sy :SII T ®•RM FCR TRAFFIC MaNO WAVY OW C R C -TI APPROVED LNLEr PIPE Cmr wm FWWE Am APPRmw Ovw Pn NMI �'OLA COYER TO omw TO J qWM GEOTEXTILE FABRIC PlICNED}/r/1' prmw I/r/T• ® o a Cl o FLAW DIRECTION ❑ El 0 EXCAVATED AND BACKFILLED TRENCH I Glenn Goldsmith, President Michael J. Domino, Vice -President John M. Bredemeyer III - A. Nicholas Krupski Greg Williams BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, New York 11971— Telephone (631) 765-1892 Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construcfiori,",fi i bade line%silt boom/silt curtain 1St day of construction % constructed When project complete, call for compliance inspection; BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9628 ISSUED TO: DARCY GAZZA DATE: JANUARY 15, 2020 PROPERTY ADDRESS: 1500 BEEBE DRIVE, CUTCHOGUE i SCTM# 1000-103-3-4 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 15, 2020, and in consideration of application fee in the sum of $250.00 paid by Darcy Gazza and subject to the Terms and i Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing 1,275sq.ft. dwelling with attached garage and construct new two-story dwelling with attached garage in same 1,275sq.ft. footprint on the existing foundation; construct an additional 14.1sq.ft. addition on landward side of dwelling and an 80sq.ft. addition on seaward side of dwelling; construct a 388sq.ft. deck attached to seaward side of dwelling; remove existing septic system and install new I/A sanitary system; and to install and perpetually maintain a 10' wide non -turf buffer along the landward edge of the wetlands; and as depicted on the site plan prepared Kenneth M. Woychuk Land Surveying, PLLC, received on January 7, 2020, and stamped approved on January 15, 2020. i i IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, 'and these presents to be subscribed by a majority of the said Board as of the 15th day of January, 2020. i TERMS AND CONjui i IONS The Permittee Darcy Gazza residing at 1500 Beebe Drive, Cutchogue, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President Michael J. Domino, Vice -President John M. Bredemeyer III_ A. Nicholas Krupski Greg Williams January 17, 2020 Robert Wilson P.O. Box 49 Southold, NY 11971 William Toth Construction 580 Jacobs Lane Southold, NY 11971 BOARD BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: DARCY GAZZA 1500 BEEBE DRIVE, CUTCHOGUE SCTM# 1000-103-3-4 Dear Mr. Wilson & Mr. Toth: Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Telephone (631) 765-1892 Fax (631) 765-6641 The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 15, 2020 regarding the above matter: WHEREAS, Robert Wilson and William Toth Construction on behalf of DARCY GAZZA, applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 4, 2019, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 11, 2019 and January 15, 2020, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of DARCY GAZZA to demolish existing 1,275sq.ft. dwelling with attached garage and construct new two-story dwelling with attached garage in same 1,275sq.ft. footprint on the existing foundation; construct an additional 14.1sq.ft. addition on landward side of dwelling and an 80sq.ft. addition on seaward side of dwelling; construct a 388sq.ft. deck attached to seaward side of dwelling; remove existing septic system and install new I/A sanitary system; and to install and perpetually maintain a 10' wide non -turf buffer along the landward edge of the wetlands; and as depicted on the site plan prepared Kenneth M. Woychuk Land Surveying, PLLC, received on January 7, 2020, and stamped approved on January'15, 2020 Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, d151c c Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith, 'President Michael J. Domino , Vice -President John M. Bredemeyer, III A Nicholas Krupski Greg Williams Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: DARCY GAZZA c/o WILLIAM TOTH CONSTRUCTION Please be advised that your application dated October 4, 2019 has been reviewed by this Board at the regular meeting of January 15, 2020 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre -Construction Hay Bale Line Inspection Fee ($50.00) 1 st Day of Construction ($50.00) '/z Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30- Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) xx The Permittee is required to provide evidence that the non -turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE. $ 50.00 BY: Glenn Goldsmith, President Board of Trustees GENERAL NOTES: . SAFETYRESIDENTIAL, • ,, ,.:., NOTES: RE ID S ENTIAL RENOVATION & UCTIC) � �r �. CONTRACTOR OTES rti\,�"`y,.;•✓�,�/�G,;.�.;��;:�,�.��'Siis�;�:,,,;%%ra='�;j "',�,,. 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL ' LHI GU_7J' t u_UF7 General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: GENERAL NOTE'S: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: ' - 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A i11i� DESIGN ASSOCIATES INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. residential s, commercial design . consulting 2 3. Nailing schedule shall be in accordance with the specified code. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre -manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO. Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, „ AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be shaped" as shown on architectural cross sections, phone: (631) b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold, New York 11971 ssbn654@optonl�ne.net E -Mail: ssbn6S4@opfon�ne.net MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates, LLC ®forrflerlyDAKAssociates, LLC 4. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. ��///r/,r" r /;��J9�,^�'�J/////�'. r%/'fir/�/•� THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP -& USE OF DOCUMENTS: CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and 5' b. Plywood sheathing shall be continuous over two or more sans with rain of face I s across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Y 9 P 9 P Y PP g specifications includingthe CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be 6. copied, disclosed to others or used in connection THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been rn P reopParredc wiotherthout twriittenorcowhich nsent. Y PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR -7 , E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. 8. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9, E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI 10. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO SPM, MONDAY TO FRIDAY, EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REt`v10VED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. 1 1 . KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. " ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, ELECTRICAL SERVICES TO THE OWNER. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD 'TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM 6 SPECIAL SAFETY NOTES THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER''S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRE'D TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPAT)o�IAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SA_T�'�FACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK; NOTES: CONTRACTOR SHALL INL","ATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. Ir T TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, HE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE AFBEG BEGINNING ULz W� OP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. C 7 PROVIDE SINGLE OR MULTIPLE -STATION SMOKE ALP,RMS AS WELL AS CARBON MONOXIDE DETECTORS RIOT FOIA SINGLE AND MULTIPLE -STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE CONSTRUCTI®N UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. �+�+ '� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTAI I FD TO MFFT oR FYrrPPn USE UNLESS , .. - L I V- uv 1 Lr> Nl 1HUNAL KLSIUEN I IAL CODE UPDATED WITH THE 2016, E GIN EER UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DESIGN CRITERIA TABLE 1607.1 - continued :MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, La, PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UD DI HE 2 P ATE W TH T 016 UNIFORMESU COD PPLE MEN T USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 (SINGLE FAMILY) TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B IHEIGHT AND FIRE AREA HEIGHT FIRE AREA GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDERLAY- MENT REQUIRED FLOOD HAZARDS WIND EXPOSURE CATEGORY =28'-9" AS PER SECTION R202 OF THE 'I-,LKLQUIKr_MLN 15 UV IHE 2015 INTERNATIONAL CERTIFIED BY A RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEM, N_7 PROFESSIONAL mnTF• Al I RMFFT nP FY FFh r`I-IAPTPR 1') rW TWF 01n� SIo(��A 1AITf n..._. _.... 11� r1r�MC SPEED (Mph) WEATHERING FROST LINE DEPTH TERMITE DECAY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C , .. - L I V- uv 1 Lr> Nl 1HUNAL KLSIUEN I IAL CODE UPDATED WITH THE 2016, E GIN EER UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DESIGN CRITERIA TABLE 1607.1 - continued :MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, La, PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UD DI HE 2 P ATE W TH T 016 UNIFORMESU COD PPLE MEN T USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 (SINGLE FAMILY) TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B IHEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT, BUILDING. CONCENTRATED (pounds) THE VERTICAL DISTANCE FROM GRADE 10 PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA THE HIGHEST ROOF- SURFACE 3 STORY =28'-9" AS PER SECTION R202 OF THE AS PER TABLE 506.2 INTERNATIONAL RESIDENTIAL CODE BALCONIES (EXTERIOR) AND DECKS (e) UPDATED WITH THE 2016 1008 sq. ft. INTERNATIONAL CODE SUPPLEMENT. 40 TOTAL HEIGHT FROM RIDGE TO GRADE 35' OCCUPANCY OR USE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS UNIFORM (psf) CONCENTRATED (pounds) UNINHABITABLE ATTICS WITHOUT STORAGE' 10 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCC:UPANCY. PANELS SHALL UNINHABITABLE ATTICS WITH LIMITED STORAGE'' j' k 20 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, HABITABLE ATTICS AND SLEEPING AREAS 30 EX. SECOND FLOOR BALCONIES (EXTERIOR) AND DECKS (e) 40 1008 sq. ft. ALL OTHER AREAS 40 AS REQUIRED FOR THE ANCHORAGE METHOD ANT SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT 'SHALL BE DESIGNED TO STAIRS AND EXITS ONE - AND TWO- FAMILY DWELLINGS 40 300f . SECTION 1609 WIND LOADS a NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS, IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS - OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144rnm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTW, E 1996. EXCEPTION: NO SUBSTITUTIONS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS (OF 3/6 INCH (11.1mm) AND All framing hardware Shown On these plans, �-1 �7 PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 3:3 FEET (10,058mm) OR LARCH #2 AND BETTER UI 11UDD ULI ICI VVIDG II IUIUU ICU, IJ JII I 1pbUfI JLr Orly- Ile, '"�"'• 2 2 FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm1 SQUARE FOOT = 0.0929 m LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCC:UPANCY. PANELS SHALL 1084 sq. ft. No substitutions area roved Or authorized. PP 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMINIG SURROUNDING THE 438 sq. ft. EX. SECOND FLOOR 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED 1008 sq. ft. Due to the relationships of framing hardware to P 9 e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY AS REQUIRED FOR THE ANCHORAGE METHOD ANT SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT 'SHALL BE DESIGNED TO NA the other components of the structure, any framing 4.5 INCHES. I, UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH ATTACHMENT HARDWARE THE PROVISIONS OF ASCE-7, WITH CORTLY INSTALLED PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED NA hardware substitutions will render these plans null and Void, and Will result In the installer/contractor JONES � t . ,y ZA BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13„716mm) OR LESS WHERE NA assuming responsibility for the design and ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPHperformance NA of the entire system. E ' ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). 574 sq. ft. COVERED PORCHES OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED COVERED ENTRANCE 80 sq. ft. REAR COVERED PORCH TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT NA - 1500 BEEBE J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. DRIVE, THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIRE',, CLJi'�f%LJf%f%_"E BENTS OF THE 2015 INTERNATIONAL RESIDENTIAL I MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. i ®�r"t► LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLO''A'ING STANDARDS ARE PERMITTE THE PLANE OF THE TRUSS ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER 1084 sq. ft. EX. FIRST FLOOR 1246 sq. ft. AREAS OF STRUCTURE EX. CRAWL SPACE 145 sq. ft. NEW CRAWL SPACE 438 sq. ft. EX. BASEMENT 1084 sq. ft. EX. FIRST FLOOR 1246 sq. ft. NEW FIRST FLOOR 438 sq. ft. EX. SECOND FLOOR 670 sq. ft. NEW SECOND FLOOR 1008 sq. ft. NEW BALCONY NA LOFT NA ATTIC (HOUSE)(a) NA ATTIC (HOUSE)(b) NA GARAGE NA ATTIC (GARAGE)(c) NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA NEW DECK 574 sq. ft. COVERED PORCHES NA COVERED ENTRANCE 80 sq. ft. REAR COVERED PORCH 90 sq. ft. ACCESSORY STRUCTURE NA POOL HOUSE CABANA NA SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITHE THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIO^,rL BUILDING CODE. SCTI m # 1400-103-3-4 BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DRAWING TITLE: BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES 2.AIS1 STANDARD FOR COLD -FORMED STEEL FRAMING - GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD PRESCRIPTIVE METHOD FOR ONE -AND TWO FAMILY DWELLINGS (AISIS-230) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d - CHORDS - -- 3 ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF '- Inc REMAINING r'VRIIVND OF Int uu1S1S OR BUSS BOTTOM CHORDS SHALL til DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL • LOG STRUCTURES (ICC400) NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL OCT 4 2019 y .FIELD ONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR :UNFORESEEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT - FORMALN ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: October 1 1 , 2016 COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. PROJECT NO: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �P:�oF NEW yo 1007-2017 RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. UNDER FEDERAL COPYRIGHT LAW. � �� o E,q�� f DRAWN BY: NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s PLANS MAY NOT BE REPRODUCED WITHOUT G j. 9� BDK INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. WRITTEN AUTHORIZATION. ^�: ° `A NECKED BY: (SEE PAGE A102 FOR DETAILS). a. This table is based on 140 mph wind speed and a 45 -foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF b. Fasteners shall be installed at opposing ends of the wood structural panel.KEHL DESIGN ASSOCIATES LLC. n "� HEET NUMBER: Fasteners shall be located a minimum of 1 inch from the edge of the panel. T2 Ceiz�n60 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE c. Anchors shall penetrate through the exterior wall covering with on embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN Od186g length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. OA�OFEssI a minimum of 2Y2 inches from the edge of concrete block or concrete. G1 d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of these drawings does not authorize the right to build without using vibration resistent anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. the authorization of local governing agencies, SUCK as Suffolk County Dept. DOB NUMBER: OF of Health Services, Town Building Departments, DEC, FEMA, etc. / Verify all conditions, codes, and requirements with such ogencies prior to !Q construction, ©�EIIIruc (a) WITHOUT STORAGE (b) WITH STORAGE DESIGN•ASSOMTES I FASTENER SPACING (INCHES) PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL FASTENER TYPE < 4 FEET SPAN < 6 FEET SPAN < 8 FEET NO. 8 WOOD SCREW - BASED ANCHOR WITH 2 16 10 8 INCH EMBEDMENT LENGTH NO. 10 WOOD SCREW - BASED ANCHOR WITH 2 16 12 9 INCH EMBEDMENT LENGTH Y4 INCH DIAMETER LAGSCREW- BASED ANCHOR WITH 2 16 12 9 INCH EMBEDMENT LENGTH • LOG STRUCTURES (ICC400) NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL OCT 4 2019 y .FIELD ONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR :UNFORESEEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT - FORMALN ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: October 1 1 , 2016 COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. PROJECT NO: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �P:�oF NEW yo 1007-2017 RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. UNDER FEDERAL COPYRIGHT LAW. � �� o E,q�� f DRAWN BY: NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s PLANS MAY NOT BE REPRODUCED WITHOUT G j. 9� BDK INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. WRITTEN AUTHORIZATION. ^�: ° `A NECKED BY: (SEE PAGE A102 FOR DETAILS). a. This table is based on 140 mph wind speed and a 45 -foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF b. Fasteners shall be installed at opposing ends of the wood structural panel.KEHL DESIGN ASSOCIATES LLC. n "� HEET NUMBER: Fasteners shall be located a minimum of 1 inch from the edge of the panel. T2 Ceiz�n60 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE c. Anchors shall penetrate through the exterior wall covering with on embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN Od186g length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. OA�OFEssI a minimum of 2Y2 inches from the edge of concrete block or concrete. G1 d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of these drawings does not authorize the right to build without using vibration resistent anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. the authorization of local governing agencies, SUCK as Suffolk County Dept. DOB NUMBER: OF of Health Services, Town Building Departments, DEC, FEMA, etc. / Verify all conditions, codes, and requirements with such ogencies prior to !Q construction, ©�EIIIruc (a) WITHOUT STORAGE (b) WITH STORAGE DESIGN•ASSOMTES I %, /r; STRONG—TIE CONNECTORS SPECIFIED FOR CONSTRUCTION S TR U C TI 0 N I SIMPSON S USE A MINIMUM OF " TWO 8d NAILS THIS ME/ ,�_ MTS20 LTS20 % -- l PROVIDE (1) HGA10KT ON SIDE Of TRUSS. SIDE OF CEILING JOIST ALLOWABLE LUPLIFT OADS_FIR LARCH SO. 2 LOAD TOTAL FOUR /• O o o FASTENERS LATERAL WITH 8d NAILSUPLIFT UPLIFT UPLIFT CODE AND ON SIDE OF RAFTER MODEL GA U 133 160 8dx1 ( / ) � //I��� -- 11 SII �� a _' �• . -7-- I;r;�, REF. INTO TRUSS. /s` - N0. TO TO TO AVG NAILS %',;i ,;. �: ✓, RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& STU - TRUSS SIMPSON j�JJ T�j NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER 1�L11L DESIGN ASSOCIATES H7 16 4-Bd 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND -'- PROPER INSTALLATION PROCEDURES t�� 111 III v residential & commercial design . consulting ' H6 16 8-8d 8-8d 3983 915 950 650 5, 44 s— DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTJ'x12 TWO ° / (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o %// • • ° ° P0. Boz 1675 phone: (631 � 433 - 9084 2 REF. INTO ° • ° D Southold, New York 11971 E-Mail: ssbnb54@o tonline.net MODEL GA EFTA N0. MAX. CLEAR 2" 2„ 3• 3.. PLATES ° 0, S Id WIDTH SPAN L QTY DIA ULT. 142" 2J" 3" 3J" LFTA 1) ssbn654@optonline.net •° 8d NAILS S P 4 Kehl Design Associates, LLC_ o formerly D A K Associates, LLC INTO LFTA 16 2 " 17" 3g " 16-1 Od — 4200 1205 1400 5, 44, 85 STUD I OWNERSHIP & USE OF DUCUMENIS: D DOUG—FIR LARCH / S0. ' FASTENEf2S2 ALLOWABLE UPLIFT LOADSS°° These drawings and specifications including the ALLOW MODEL L AVG 10d 1O x 1J" CODE LFTA ° L S TA 21 ideas, design and arrangements represented N0. ULT. REF, ° therein, are the property of KEHL DESIGN iod loci x 1}" (133 / 160) (133) (160)°° ASSOCIATES, LLC. No part thereof shall be ° oc Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 HGA10 any work or project other which °° ° "htorDETAIL K11 theyhave been prepared without written consent, MTS20 20 14-10d 14-10d x 1�" 3116 100D 840 1000 3, 41, 128 ARTJ'x12o 0 LST20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 CN W- ° COUPLER NUT DETAIL "E11 ° STU 5"- 20 DOUG-FIR-LARCH Equal number of °° �SIMPSON CODE TYPE OF DIRECTION SO. PINE ALLOWABLE LOADS REF. specified nails in ° TAKE—UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF (133/each end Simpson Strong—Tie Tie NO. TION (100) (125) 160 I •: p g — G 515 645 670 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" 6 H 515 645 670 ALLOWABLE TENSION LOADS'-"' (DF/SP) (133) HOLDOWN ARTS5'x12 MATERIAL DIMENSIONS FASTENERS HOEDOWN 8 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2.3 AT HIGHEST REF. MODEL INE AVG AT HIGHEST NO. ANCHOR BOLTMACHS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o0 BASE BODY HB'TSBWHB SO CL DIAS, ° DESIGN LOAD DESIGN o GA GA QTY DIA 2" 22" 3" 3j" 54" LOAD HE SILL RAISED TOFF o 0 0 HD2A 16 12 4a" 21" 2J" 8" 2A" it's' Aw 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 00 � MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG DF / SP CODE N0. W L STUD PLATE ULT. (133)2 (16 0)' REF. SP4 3�" 7}" -10d x t>I" — 2917 7/35 885 7, 40, 127 0 0 MODELDIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. CA W L NAILS FLOOR (133) (160) REF. WORK f\JOTES: (1010) 0 LSTA21 20 11" 21 16- 90j5 1205 1295 7, 40, 90 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o N0. GA �y L NAILS FLOOR (133) (160) REF. Simpson ror1�_Tie STU 5,, 1010 MSTA24 18 1 " 24 18-10d 1025 1370 1640 7, 40, 90 LU S46 TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE SIMPSON N OT I. O R MODEL L SPACING REF. HD2A TAKE-UP WASHER N0. (LENGTH ESD GA. CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. i OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION 28-8d 1235 1650 2�" ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 Csts tso' 14" 16 CLEAR SPAN +31" 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS ON, DOUG-FIR AR H IN w A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GAHEADERS JOISTS AVG UPLIFT FLOOR too SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" W H B /� 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. ��T�� CNW— CERTIFIED BY A LUS46 18 3°{g 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 DETAIL 1 COUPLER NUT A HUS210-2 14 3J" 9A" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ-x12 PROFESSIONAL DOUG-FIR A H PIN A WA A ST I 8"— FASTENERS UPLIFT LATERAL CODE SIMVPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F 160 TAKE—UP WASHER N0. GA HGA10KT 14 4-SDS21[,'x14" 4--SDSJ"x3" 1523 435 1 435 1165 940 SP4 USE A MINIMUM OF TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT SP4 TOTAL FOUR o /' �1SE A MINIMUM of Sd NAILS MTS16 TWO Bd NAILS THIS STU - LSTA21 SIMPSON 8" ANCHOR BOLTS INTO TRUSS. SIDE OF TRUSS. MTS16 SIMPSON TOTAL FOUR �. @ HD2A TAKE-UP WASHER o Strong—Tie 8d NAILS LSTA21 PROJECT: INTO TRUSS. HUS 21 0 — 2 - ® s TWO ° o Fl JONES G1 8 AILS a TO PZA LATES EIGHT TWO ° 8d NAILS 8d NAILS o RIC /� INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °mo ® RES' ®E- H7 EIGHT 8d NAILS ® DETAIL "D" DETAIL "G" DETAIL "J" INTO H� pson Strong-Tie ° 1500 B E E B E DRIVE, EFTA ROD SYSTESimpson Strong-Tie M ng- Tie DETAIL "L" CUITCHOGUE, NEW YORK LFTA LFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NO SUBSTITUTIONS Ridge StrappingAll framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. SCTM 1000-103-3-4 BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 LSTA-20 No substitutions are approved or authorized. "DRAWING TITLE: V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. Due to the relationships of framing hardware to the other components of the structure, any framing V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer contractor SIMPSON WINDLOAD 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. assuming responsibility for the design and performance of the entire system. CHARTS & CALCULATIONS I / STRONG - TIE DETAILS NOTE: &ROOF DRAINAGE ROOF AREA = 2401 sq/ft ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE LTP4 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS CALCULATIONS AND LTP4 V = A x R x c ALL PLUMBING TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES PLUMBING RISER DIAGRAM LTP4 A = 2401 sq/ft NO SES: ��yy R = 2" RAINFALL = .17 ft 3" THROUGH ROOT- 3" THROUGH ROOFS" THROUGH ROOF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, "lam" 2nd FLOOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE C = COEFF. = 1.0 3" 3 2' PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie V= 2401 x 1 x .166667 = 400 0. 3 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections 3 3 DES GN PROFFESSIONAL ASSUMES NO LABILITY FOR OMMISIONS DUE TO UPJKNOWN OR MASTER 2 2" 2.. z" UNFORESEEPITIELD-CONDITONS AND OR ADDITIONS BASED UPON COMMENTS NOT 400 / 42.25 VERTICAL FT. / FT = 9.47 V.F. Ridge Strapping3 BATHROOM FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. USE (4) 8' DIA. POOL 3'-6" DEEP = 14 V.F. Detail BATHROOM BATHROOM SEAL: DATE: 2.. 3 � OCT (� '} October 11, 2016 3' L 3 PROJECT NO: LTP4 DETAIL "B' POOLS TO BE PLACED ON OPPOSITE SIDE OF LTP4 HOUSE AND/OR LEADERS TO BE PIPED TO 2 FLOOF2 ��oF NEW y' Simpson Strong-Tie 2' �P 100-201 .. 2 3, 2.. 2 2.. 2.. 2.. 2.. .i '�'��, i3� � DRAWN BY: Floor-to-Floor Connections ( / THAT 3" 3 3 3 2„ 3 2 3 3 - Fe"p�j BDK POOLS 1 2 OF THE ROOF TO DRAIN TO EACH ¢} POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC NOTE. HOMEOWNERS REQUIRING T -+ 3' 2" 2'• KITCHEN UIUNDRY 3,•2.• * ,� HECKED BY: SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), 8' DIA• X 4' DEEP POOLS 2'�1ASTER BATHROOI�t3 ' 2' z' 2 2" 3 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL (3) GUEST BATHROOM CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ow m HLET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE BE INSTALLED. ( 1 POOL AT EACH OF 2 2.• 2•• �� 081868 ��� 1 st FLOOR (7� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2' 2 ' z z' z" THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL COVERS IC BE TRAFFIC BEARING IF LOCATED IN AREA THE REAR CORNERS OF THE HOUSE 2 z 3" 3" �vAESSioNP GZ WHERE TRAFFIC IS TO BE PRESENT. 2 " 3 1. AF&PA WOOD FIRAMED CONSTRUCTION MANUAL (WFCM) AND 1 POOL AT THE FRONT 3 4" F. VENT 6" ° DOB NUMBER: OF IF MULTIPLE POOL SYSTEMS ARE USED ABO\/E GRADE 1 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — EASTERN CORNER OF THE HOUSE). C. C. C. C.O, r i C.O� C.O.C.O, C.O C.O, 4'C .O. PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ON EACH SIDE OF THE HOUSE THEN 4.. 4 ' 4 4.. si3ofl�i " E R A G /s STE4ClI SEwE,M .` © DE.SIGN •ASSOCIATES tic THEY ARE TO BE CROSS-CONNECTED HOUSE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) TRAP i...• /./i ;,// .,����,.,�,..,�,5--gym,"...-..��._ - ...� ./. 6 4 � KEHL DESIGN ASSOCIATES �c residential & commercial design . consulting P0.Box 1675 phone: (631)433-9084 Deck Southold,New York 11971 E-Mail: ssbn654@optonrine.net Kehl Design Associates,LLC o forrnerty D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection wlith any work or project other than for which they have been prepared without written consent. i REV: Dining Kitchen Master Room Bathroom Bedroom ! f _ E� CL WORK; NOTES: Room Living Garage W1 / CL Office / Library NOT FOR CONSTRUCTION USE UNLESS CL Foyer CERTIFIED BY A PROFESSIONAL ENGINEER EXISTING FIRST FLOOR PLAN- SCALE: 1/4"= 1'-0" Bathroom PROJECT: JONES & GAZZA' ESIECE Master 1500 EEESE DRIVE, Bedroom Master Bedroom CUTCHOGUE, NEW YORK CL CL SCTM # 1000-103-3-4 DRAWING TITLE: AS NOTED { NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CiONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMlAINTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: - October 11, 2016 PROJECT NO: OF NFW YD 1007-2017 �p 5 � O. E3g4 DRAWN BY: DK �c HECKED BY: (D COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE C)2 ? HEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `�F Og 4- �O EXISTING SECOND FLOOR PLAN WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY �AROFESS►oNP�� KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM M THESE Al 01 SCALE: 1/4"=1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. /r DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building '/3Q�!¢ Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL-DESIGN-ASSOCIATES,uc agencies prior to construction. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE, ALL HEADERS ARE TO BE (2)1334°X 9�' LVL UNLESS OTHERWISE NO]FD NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF Nf:W ADDITION LIPIE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIFE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT Hurricane Tye 4"x6" Trex or Equal De 2x8 Floor Joists -1 1x8 Azek Box Wrap (3)2x10 Girc Hurricane T� 6x6 Post Anchor - 6x6 ACO Post on - 12" Sona Tube on 2'-0"x 2'-0"x 1'-0" Conc, Ftg. Min. S-0" Below Final Grade. (See Detail) (2) #4 Vertical Rebar Stirrups (3) 15 Rebar Equally Spaced E.W. Detail D1 A1 01 Deck Hurricane Tydown 4"x6" Trex or Equal Decking — \ 2x8 Floor Joists-16"oc.—�� Hurricane Tydown 6x6 ACQ Post on 12" Sona Tube on 2'-0"x 2'-O"x 1'-0" Grode- Conc. Ftg. Min. 3'-0" Below Final Grade. (See Detail) (2) #4 Vertical Rebar Stirrups - (3) #5 Rebar Equally Spaced E.W. Damp Proofing Ex. House 2x8 Floor Joists-16"oc. J'x18" Anchor Bolts w/ 30 washers and" nuts, 32"oc. Max. D2 A1 01 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS Of' NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. EAERRE TOLUNLESS VOTED NOTE: VERIFY ALL DIMENSIONS NSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS FER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT .2 PROVIDE 32"W x 24"H ACCESS TO CRAWL SPACE 1 -r-8" PROVIDE "W x 24"H CESS TO NWL SPACE New Self -Supporting Deck Independant of the House 28' (3)2x10 ACO Girder = I _ (3)2x10 ACO Girder I = (3 2x10 �Q Gic er ��12" 6x6 ACQ Post on 6x6 ACO Post on 6x6 ACQ Post on Sona Tube on �` - 12" Sona Tube on - 12" Sono Tube on - - 2'-0"x 2'-0"x V-0" 2'-0"x 2'-0"x l'-0" o 2'-0°x 2'-0"x 1'-0" \Conc. Ftg. Min. 3'-0" �' \Conc. Ftg. Min. 3'-0" ��o \Conc. Ftg. Min. 3'-0" Below Final Grade. below Final Grade. .%moo ' below Final Grade. %�° ySee Detail) �. `(See Detail) �.a¢ (See Detail) �. \� oS / .`oma Provide Solid Blocking_v. - Provide Solid Blocking - - yx Provide Solid Blocking _ _ _ o Q Provide Solid Blocking \off°°j " o j� !q1 - 8 ----8'-8� �c' (3 2x10 ACO Girder _ '� - (3 2x10 ACQ Girder _ _ 3 2x10 ACQ Girder` I � --- --- 3,_74,_ - - - I - - - N----5'-04., 7'_2' 4'-11�„ 3,-64„�5'-104 Ex. (3)2x8 Girder Ex. (3)2x8 Girder Sistered with (1 1 z 9i” Ex. (3)228 Girder _ j- - -Ex.-(3)2x8 it r - stered with (1)ta"z 9 E LVL on Each Side. Thru Sistered with (1)14"x 92" istered with (1)1 9}" I on Each Side. Thru Bolted 2'-0"oc. w/�" bolt, LVL on Each Side. Thru VL on Each Sid . ed 2'-0"oc. w/2" bol N SINK SINK l�- �Flted 2'-0"oc. w/J" bolts. \ \ ted 2'-O"oc. w/ bolt = 3 ri it ABOVE WCSHOWERBO ABOVE o\ EEE o m" o o cap \ a m m 5,-73„ c0 H \ N m •9 j - 4 N = W 1— � O ` y y I J O M Iy m K d Ex. oN _ s� — W N N v tin N Basement 3 N v -a I $ o, x I N x o ,yN T 00 WASHER 3 N ABOVE I Possible Stair Platform Ex. Access. 1007-2017 - F �NNew --�---- �N ------`�--- New ---1 Existing `� %- _ Crawl x Crawl x I Crawl Crawl Space ® Space 00 x W� x Space N �O I 2" PC. Slab 2" PC. Slab O .2 PROVIDE 32"W x 24"H ACCESS TO CRAWL SPACE 1 -r-8" PROVIDE "W x 24"H CESS TO NWL SPACE New Self -Supporting Deck Independant of the House 28' (3)2x10 ACO Girder = I _ (3)2x10 ACO Girder I = (3 2x10 �Q Gic er ��12" 6x6 ACQ Post on 6x6 ACO Post on 6x6 ACQ Post on Sona Tube on �` - 12" Sona Tube on - 12" Sono Tube on - - 2'-0"x 2'-0"x V-0" 2'-0"x 2'-0"x l'-0" o 2'-0°x 2'-0"x 1'-0" \Conc. Ftg. Min. 3'-0" �' \Conc. Ftg. Min. 3'-0" ��o \Conc. Ftg. Min. 3'-0" Below Final Grade. below Final Grade. .%moo ' below Final Grade. %�° ySee Detail) �. `(See Detail) �.a¢ (See Detail) �. \� oS / .`oma Provide Solid Blocking_v. - Provide Solid Blocking - - yx Provide Solid Blocking _ _ _ o Q Provide Solid Blocking \off°°j " o j� !q1 - 8 ----8'-8� �c' (3 2x10 ACO Girder _ '� - (3 2x10 ACQ Girder _ _ 3 2x10 ACQ Girder` I � --- --- 3,_74,_ - - - I - - - N----5'-04., 7'_2' 4'-11�„ 3,-64„�5'-104 Ex. (3)2x8 Girder Ex. (3)2x8 Girder Sistered with (1 1 z 9i” Ex. (3)228 Girder _ j- - -Ex.-(3)2x8 it r - stered with (1)ta"z 9 E LVL on Each Side. Thru Sistered with (1)14"x 92" istered with (1)1 9}" I on Each Side. Thru Bolted 2'-0"oc. w/�" bolt, LVL on Each Side. Thru VL on Each Sid . ed 2'-0"oc. w/2" bol N SINK SINK l�- �Flted 2'-0"oc. w/J" bolts. \ \ ted 2'-O"oc. w/ bolt = 3 ri it ABOVE WCSHOWERBO ABOVE o\ EEE o m" o o cap \ a m m 5,-73„ c0 H \ N m •9 j - 4 N = W 1— � O ` y y I J O M Iy m K d Ex. oN _ s� — W N N v tin N Basement 3 N v -a I $ o, x I N x o ,yN T 00 N 3 X � W � N SD -14' —1 12 "�2"—I104'� Ex. (3)2x8 Girder Ex. (3)2x8 Girder &- Sistered with (1)14"x 9 Sistered with (1)14"x 9J" LVL on Each Side, Thru LVL on Each Side. Thru olted 2'-0"oc. w/�" bolts. Bolted 2'-0"oc. w/�' bolts. SINK WASHER 3 N ABOVE ABOVE Possible Stair Platform Ex. Access. 1007-2017 1 Ex. Access. 0 ABOVE o `� N Existing `� Existing HEFT NUMBER: �co Crawl Crawl � 00 x W� x Space N �O Space CQ W a O N 3 X � W � N SD -14' —1 12 "�2"—I104'� Ex. (3)2x8 Girder Ex. (3)2x8 Girder &- Sistered with (1)14"x 9 Sistered with (1)14"x 9J" LVL on Each Side, Thru LVL on Each Side. Thru olted 2'-0"oc. w/�" bolts. Bolted 2'-0"oc. w/�' bolts. SINK o�o N SJ CO 3 J LJ NI ( 3'-64,. w� I T L — I 8' -84„ 0 -9" I � _I QQI L ----------J FOUNDATION PLAN SCALE: 1/4" =1'-0" WASHER 15'-94„ ABOVE ABOVE SHOWER o OF NEW y0 1007-2017 DRAWN BY: 0 ABOVE o `� BDK HECKED BY: `� HEFT NUMBER: 1:aly r0.3 Z� SpA 08186a � � N DOB NUMBER: N �O O x. O O N Basement 08 N � N N N o�o N SJ CO 3 J LJ NI ( 3'-64,. w� I T L — I 8' -84„ 0 -9" I � _I QQI L ----------J FOUNDATION PLAN SCALE: 1/4" =1'-0" I I f SEE BLUESTONE —J --DETAIL A101 Ex. Garage PROVIDE DROPPED FOUNDATION FOR - - 12' x 8' GARAGE DOOR - - 12'-6" L 7' -101" -7'- 1 02"l 15'-1 1 " 15'-9" 4" PC. Slab 11" Blue Stone (DUnexcavated 6x6 10/10 WWM Compacted Fill �8" —3'-8" r> _F Unexcovoted Compacted Fill Blue Stone Slab Details A101 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFOPM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE, NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)1 ,"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. Vii/ �, /. �.r.,, i,:��, -"�•�•�" ;-, RIN�✓ ����T-IIS � I� I � _{ �1 �•,;' KEHL DESIGN ASSOCIATES, �c residential & commercial design . consulting PO. BOX 1675 phone: (631) 433 - 9084 Southod, New York 11971 E -Mail: ssbn654@opfonline.nef Kehl Design Associates, LLC "formerly D A K Associates, LLC UWNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, L.L.C. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV LVOT EOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER RESIDECE 1500 BEEBE DRIVE, CIUTCI-IOGUE, NEw YORK SCTI'VA # 1000-103-3-4 AS NOTED OCT NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: WASHER ABOVE o SINK ABOVE ABOVE PROJECT N0: I I f SEE BLUESTONE —J --DETAIL A101 Ex. Garage PROVIDE DROPPED FOUNDATION FOR - - 12' x 8' GARAGE DOOR - - 12'-6" L 7' -101" -7'- 1 02"l 15'-1 1 " 15'-9" 4" PC. Slab 11" Blue Stone (DUnexcavated 6x6 10/10 WWM Compacted Fill �8" —3'-8" r> _F Unexcovoted Compacted Fill Blue Stone Slab Details A101 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFOPM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE, NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)1 ,"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. Vii/ �, /. �.r.,, i,:��, -"�•�•�" ;-, RIN�✓ ����T-IIS � I� I � _{ �1 �•,;' KEHL DESIGN ASSOCIATES, �c residential & commercial design . consulting PO. BOX 1675 phone: (631) 433 - 9084 Southod, New York 11971 E -Mail: ssbn654@opfonline.nef Kehl Design Associates, LLC "formerly D A K Associates, LLC UWNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, L.L.C. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV LVOT EOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER RESIDECE 1500 BEEBE DRIVE, CIUTCI-IOGUE, NEw YORK SCTI'VA # 1000-103-3-4 AS NOTED OCT NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: October 11, 2016 PROJECT N0: OF NEW y0 1007-2017 DRAWN BY: G " _7A BDK HECKED BY: *" HEFT NUMBER: 1:aly r0.3 Z� SpA 08186a �OFESSI ONP� A 1 0 L DOB NUMBER: OF S�3 o%t 9 © KEHL-DESIGN -ASSOCIATES, uc a F m I Ln N I M 32" 0' 10' 4'– 114 -lo" 3�' TW3046 S TW3046 SM. TW3046 SM. TW3046 SM. TW3046 ------------------- 19'-5co v — — — — —SEE BEAEd_'9° ON PAGE -MJ — — — — — — — — r � FWG80611 51 ,� iv r'yv I O O�) 11'-7 — Master Bathroom 7Y 2g6g 31 9 .–s4 —24'-14" 2'-54"— New Self -Supporting Deck Independant of the House 27'-8�" 74.. CX135R* M CX135R� M CX135L• DW ° 3., Living Dining Kitchen NOT FOR Room IN Room N USE UNLESS NOTES: O I O SERVICE AND ARE THE PROPERTY OF THE PROFESSIONAL Ln ENG :'INFER Q FFIXED HERETO INFRINGEMENTS WILL BE PROVIDE HURRICANE STRAPPING IN © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 21 ' -10" 5' - 44 16' FIEILD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2 .I PROJ ECT: F2 1 3/4"x 9 1 2" LVL — (3)1 3/4% 9 1/2" LVL w/(2)1/2" Stl. FI. Pl. Flush Beam — ALL HEADERS ARE TO BE w/(1)1 DX Filler Oven SEAL: 2'" 32" `� ,� 2'— -1 INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. M 3068 Poc. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building CUT 1007-2017 CL 3 KN Ln ICL ��� " N 2868 "� 068 Z 3'- 1 1 ;j �` . I BDK HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL 3'-6" 5'-44" i� * Powder I = CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Room sHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE aLa ndry Room LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. Master Foyer " THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL Bedroom � I r� 3 2 3z„ ® ° 5„ 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) F - -Ta— b. 3254 AW251 t) AW251 3. 64,. I SD �n 27'-94" 18'-1" SD II AW251 SM. AW251 SM. AW251 1068 3068 1068 78„ 7,-94 78" Covered "Do KXO Entrance .iwm v�ro r` r\ 7j" - —7'-g4„ 75„ -t4„ L 15'-2" L 4'-6„ 27-9411" I (2)1 3/4"x 9 1/2" LVL Girder 9' -54" - 31 FireRal id A sem ly Clos ng H nr 3�" 5'-41'— —13 –42 5'-1' Ex. Garage 12' x 8' Goroge Door 7'-10" 16' 15'-8 FIRST FLOOR PLAN SCALE: 1 /4' = V-0' NEW WALLS 7'-10 _I N N PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HEADERS ARE TO BE (2)134"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT - — KEHL DESIGN ASSOCIATES restdenHd & com cial design . consuMing P0. Boz 1615 phone: (631) 433 - 9084 SoUfhold, New York 11911 E4Aoil: ssbri"optonfne.nel KeN n Associotes, LLC D A K Associates, LLC OWNERSHIP & USE DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. Nd part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: ,. i WORK NOTES: LO I 00 N NOT FOR CONSTRUCTION N USE UNLESS NOTES: CERTIFIED BY A SERVICE AND ARE THE PROPERTY OF THE PROFESSIONAL ENG :'INFER Q FFIXED HERETO INFRINGEMENTS WILL BE PROVIDE HURRICANE STRAPPING IN © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 'r ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE = UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. FIEILD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF .I PROJ ECT: FORMALLY ACKNOWLEDGED AS REVISION'; TO THESE PLANS. ALL HEADERS ARE TO BE (2)1OTH 9Y" LVL UNLESS OTHERWISE NOTED JONES GA77A SEAL: DATE: .I RESIDENCE NOTE: VERIFY ALL DIMENSIONS October 11, 2016 INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. 1500 B E E B E DRIVE, of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building CUT CHOGUE, NEW YORK SCTM # 1000-103-3-4 DRAWING TITLE: AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF ,!THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS' FFIXED HERETO INFRINGEMENTS WILL BE © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIEILD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIGN PRDFFESSIDNAL ASSUMES NO INABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNIFORESEEN FIELD CONDITIONS AND 00 ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION'; TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: Acceptance of these drawings does not authorize the right to build without the authorization OF NEIN �° ',I P�� O.qR '�� October 11, 2016 PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1007-2017 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such tl RAWN BY: agencies prior to construction, ;j �` . I BDK HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL `rFp 0818 CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Ak�FESS,oNI sHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH / Al �� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. r� 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 00A DOB NUMBER: OF 2.AISI STANDARD FOR COLD -FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE -AND TWO FAMILY DWELLINGS (AISIS-230) C UK—DESIGN—ASSOCIATES, ud 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) New Self -Supporting Deck Independant of the House FIRST FLOOR REFLECTIVE CEILING PLAN SCALE: 1/4" = V-0" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)1334"X 9r LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)134"X 9y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) %':' �' "i/%• i'�;i 1,/, .� r''T^"i/i/..r, ,%., _. .. _. :' Eeie i lfiI�liiil I iCU� KER DESIGN ASSOCIATES c residential & commerclal design . consulting P0. Boz 1675 phone: (631) 433 - 9084 Southold, New York 11971 E -Mail: ssbn654Qoptonline.net KeNI Design Associates, LLC ® formedy D A K Associates, LLC J, - .. /ii /i i/ii i/ / )WNERSHIN & USE OF DOCUMENIS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: m' r NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER 1500 BEEEE DRIVE, CUTCHOGUE, NEW YORK SCTM # 1000-103-3-4 ING TITLE: AS NOTED OCT 4 2 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMIALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, L: DATE: October 11, 2016 PROJECT NO: PSE OF NEvvY1007-2017 DRAWN B 0 Y: g �R� O. $qR� �► B D K t 9-A NECKED BY: = S LET NUMBER: Al 04 Sl3o (!g ©1GJf -DESIGN -ASSOCIATES, uc Ln M Ono N I Ooo N I —41„ 3'-8J" 4' —14" 3'-8 —4�„ —4" 13'-1 14" 27'-94° "' — 61 „�4, — 61, —14„ —61 -14„ _14„ 5,-31', NEW SECOND FLOOR PLAN SCALE: 1/4" =1'-0" EXISTING WALLS 5'-41" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITHI THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. , j 9'•'�u,%/," % MM LL]1_� ,! i�Li ��- �� �f'�lis��I KEHL DESIGN ASSOCIATES �.c residential & commercial design . consulting PO. BOX 1675 phone: X631 433 - 9084 Southold, New York 11971 E -Mail: ssbn654@optonline,net Kehl Design Associates, LLC o formerly D A K Associates, LLC VVNEKSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: U t , NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A, PROFESSIONIAL ENGINEER 1 500 BEEBE DRIVE, CUTCHOGUE, NEW YORK SCTIA # 1000-103-3-4 AWVING TITLE: AS NOTED OCT 4 NOTIES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD) CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESICGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMIALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAT E: October 11, 2016 OF NEW),, PROJECT NO: S P� 1007-2017 C.) ��( O. 13 �''!- DRAWN BY: c � � A �1 � ,9� BDK ECKED BY: HEET NUMBER: 2�F 081868 FESS,oNAl 0 5 Acceptance of these drawings does not authorize the right to build without the authorization �l�pl� of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building of Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEHL-DESIGN -ASSOCIATES, ❑c agencies prior to construction. a NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A, PROFESSIONIAL ENGINEER 1 500 BEEBE DRIVE, CUTCHOGUE, NEW YORK SCTIA # 1000-103-3-4 AWVING TITLE: AS NOTED OCT 4 NOTIES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD) CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESICGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMIALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAT E: October 11, 2016 OF NEW),, PROJECT NO: S P� 1007-2017 C.) ��( O. 13 �''!- DRAWN BY: c � � A �1 � ,9� BDK ECKED BY: HEET NUMBER: 2�F 081868 FESS,oNAl 0 5 Acceptance of these drawings does not authorize the right to build without the authorization �l�pl� of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building of Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEHL-DESIGN -ASSOCIATES, ❑c agencies prior to construction. a KEHL DESIGN ASSOCIATES �c resdenBal & commercial design . consvlting PO,.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654Qoptonine.net a Kehl Design Associates,LLC®forrnerty D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. RE'V: `t ,C Tub Guest L ® 0 Bathroomll Bedroom L Master N CV . 01 Bedroom WORK NOTES: SD SD N CA _N O O l� L� SD I N C a 2)1 �0 2" LVLT Flush Beam w ,� NOT I-O R 32x32" CONSTRUCTION Attic Access © O USE UNLESS SD I CERTIFIED BY A 19 19 WI CL Master PROFESSIONAL Bathroom ENGINEER n N I O O Q_ Bedroom 0 y Void or CL N I Possible Bench Closet coI L — - - I I LUI I PRO)J ECT: JONES RESIDENCE 1500 BEEBE DRIVE, CUTCHOGUE, NEW YORK SCTM ## 1000-103-3-4 DRAWING TITLE: SECOND FLOOR REFLECTIVE CEILING PLAN AS NOTED r 7 SCALE: 1/4"=1'-0" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: C) NEvV October 11, 2016 p PROJECT NO: G <¢A $�'4� �� 1007-2017 BY: BDK e NECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE sF 08186a ��' SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. � p AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT PESSIONP�� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 11 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Al 06 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization � 3���4 PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such C KEHL-DESIGN-ASSOCIATES,ur 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. �aJ���� KEHL DESIGN ASSOCIATES �c residential 8, commercial design . consulting P0.BOX 1675 phone: 16311 433-9084 Southold,New York 11971 E-Mal: ssbn654@optonline.nel Kehl Design Associates,LLC O formerly D A K Associates,LLC OWNERSHIP & USE 01- DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: Fes___ u c FRONT (EASTERN) ELEVATION SCALE: 1/4"= V-0" OPT) REAR (WESTERN) ELEVATION SCALE: 1/4" = V-0" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Pl KEHL DESIGN ASSOCIATES �.c residential & commercial design . consulting P0. Boz 1675 phone: (631) 433 - 9084 Southold, New York 11971 E -Mail: ssbn654@optonGne,net Design Associates, LLC ® formerly D A K Associates, & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. R EV: NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A, PROFESSIONAL ENGINEER 1500 BEEBE DRIVE, CUITCHOGUE, NE S YORK a SCTM # 1000-103-3-4 ELEVATION AS NOTED OCT 4 2011 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PIROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLW ACKNOWLEDGED AS REVISION TO THESE PLANS. .AL: DAT E: October 11, 2016 PROJECT NO: NEW y�� 1007-2017 C-1 / , t O. $�� 'r DRAWN BY: BDK * Y;� * NECKED BY: SHEET NUMBER: p 4) PESSIO A201 DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p KEHL,,-DESIGN •ASSOCIATFS, ucuc agencies prior to construction. RIGHT (NORTHERN) ELEVATION SCALE: 1/4" = V-0" LEFT (SOUTHERN) ELEVATION SCALE: 1/4" = V-0" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © COPYRIGH1 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ��II Ill- KEHL DESIGN ASSOCIATES �c residential & commercial design . conselting P0. Box 1675 phone: (631) 433-9084 Southold, New York 11971 E -Mail: ssbn654@optonfine,net Kehl Design Associates, LLC a forrnerty D A K Associates. These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ,ASSOCIATES, LLC. No part thereof shall be copiied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: t �a NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER y 7 1500 BEEBE DRIVE, CUTCHOGUE, NEW YORE: SCTM # 1000-103-3-4 ELEVATION AS NOTED OCT i THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECIUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. AL: DAT L: October 11, 2016 NEIN PROJECT NO: �POF 0 c� � 0. Qq�� �'� 1007-2017 DRAWN BY: � Off$ BDK �r na►-° to SHEET NUMBER: ��II Ill- KEHL DESIGN ASSOCIATES �c residential & commercial design . conselting P0. Box 1675 phone: (631) 433-9084 Southold, New York 11971 E -Mail: ssbn654@optonfine,net Kehl Design Associates, LLC a forrnerty D A K Associates. These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ,ASSOCIATES, LLC. No part thereof shall be copiied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: t �a NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER y 7 1500 BEEBE DRIVE, CUTCHOGUE, NEW YORE: SCTM # 1000-103-3-4 ELEVATION AS NOTED OCT i THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECIUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. AL: DAT L: October 11, 2016 NEIN PROJECT NO: �POF 0 c� � 0. Qq�� �'� 1007-2017 DRAWN BY: � Off$ BDK NECKED BY: na►-° to SHEET NUMBER: �r �8186a �O\ °ASS1oN A202 i� DOB NUMBER: I OF Acceptance of these drawings does not authorize the right to build without the authorization / of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL-DESIGN -ASSOCIATES agencies prior to construction. New Ridge Vent New 134"x.921" LVL Ridge Simpson Hurricane Stropping New 2x8 Rafters New 8" CDX Roof Sheathing New Ice and Water Shield New GAF Architectuol Roof Shingles New 1x8 .Azek Fascia's- New 12" Beaded Azek Vented Soffits - (2)2'.x6 Top Plate - 2x6 Studs - 16"oc. - " CDX Exterior Sheathing - New Grace House Wrap or Equol New Hardi-Plonk Siding - New 2x8 Rafters — New 8° CDX Rcof Sheathing— New Ice and Water Shield— New GAF Architectuol Roof Shingles New 1x8 Azek Foscia's- New 12" Beaded Azek Vented Soffits (2)2x6 Top Plate - 2x6 Studs - 16"oc. . " CDX Exterior Sheathing New Grace House Wrap or Equal New Hardi-Plank Siding Grade 2x6 Shoe 2x8 Box Beam 2x6 ACQ Sill Ex. Anchor Bolt 2" PC. Slab — 8" CMU. Foundation Damp Proofing 2x Keywat Ex. 16"x8" Conc, Ftg. Min. 3'-0" Below Final Grade R-49 Insulation HIM 111111 R-21 Insulation) l l New Crawl Space Simpson Hurricane Strapping �1 New 2x6 Rafters New 8" CDX Roof Sheathing New Ice and Water Shield New GAF Architectual Roof Shingles 2x4 Supports 016" oc r1� k 2x10 / 2x4 Strongback 7_1 - CDX Sheathing 2x8 - 16"oc. �XB• - 16"oc. 2x8 - 16"oc. R-49 Insulation R-30 Insulation R-49 Insulation R-19 Insulation R-21 Insulation Bedroom 4" CDX Subfloor R-30 Insula -See Beam A301 Living Room Match Existing Subfloor R-25 Insul Ex. Basement Ex. 4"PC. Slob R-30 Insulali Master Bathroom R-211nsulation Bedroom 4" CDX Subfloor TJ1230 x 94" Floor Joists @ 12"-oc. t\(1 R-30 Insulation Closed Cell Spray Foam (3.5"= R-21) Master Bedroom l --Match Existing Subfloor Ex. (3)2x8 Girder R-25 Insulation, Sistered with (1)18"x 9r LVL on Each Side. Thru Bolted 2'-0"oc. w/� bolts. Ex. Basement i� — Ex. 3�" Sfl, Col. Ex. 4"PC. Slab Ex. 2'x2'xl Conc, Ftg CROSS SECTION ! A �30 NOTE: GIRDER TO BE GLUED AND SCREWED AS PER MANUFACTURES SPECIFICATIONS BEAM Lc. SCALE: 1/4" = 1'-0" { r) R-25 Insulotion--1 Ex.Crawl Space Grade New Ridge Vent New 14"x91' LVL Ridge Simpson Hurricane Strapping New 2x8 Rafters New 8" CDX Roof Sheathing New Ice and Water Shield New OAF Architectuol Roof Shingles New 1x8 Azek Fascia' New 12" Beaded Azek Vented Soffit: (2)2x6 Top Ploti 2x6 Studs - 16"oc CDX Exterior Sheothinr Ne;w Grace House Wrap or Equc New Hardi-Plank Sidin 14"x 9l'LVL Box Beam (2)2x4 Top Plate 20 Studs - 16"oc. . CDX Exterior Sheathing Nev Grace House Wrap or Equal New Hardi-Plank Siding Azek Roiling or Equal 2x10 ACQ Blocking 2x10 ACO Box Beam Trex Skirt Board (2)2x1D ACQ Girder ACQ 6x6 Post Simpson 6x6 Post Anchor Grade 8"x18" Anchor Bolt #5 Rebar 12" Cone, Filled Sana Tube 12" Thick Footing (4) #4 Rebar Equally Spaced E.W 4"x 6" Trex Decking or Equal 2x10 ACQ Blockina 11(2)2x10 ACQ Girder ACQ 66 Post —� Simpson 6x6 Post Anchor g' xl8" Anchor Bolt #5 Rebar 12" Conc. Filled Sona Tube 12" Thick Footing (4) #4 Rebar Equally Spaced E.W. - 2x4 Supports @16" oc.- -2x10 / 20 Strongback —21" CDX Sheathing 2x8 - 16 oc. OQU 2x8 - 16"oc. U R-49 Insulation R-49 Insulation R-49 Insulation Bathroom Hall Walk-in Closet �! — R-21 Insulation I 4" CDX Subfloor 4" CDX Subfloor TJ1230 x 9 Floor Joists @ 12 oc, TJI230 x 9 Floor Joists— @ 12 oc. — T — — — — R-30 Insulation R-30 Insulation Dining Room �! Closed Cell Spray Foam (3.5"= R-21) j Match Existing Subfloor R-25 Insulation I Ex. Basement Ex. 4"PC. Slab wi Ex. Basei Ex. 312" SU. Col, Ex. 4"PC. Slob — Ex. 2'x2'xl Conc. Ftg Pitched Header CROSS SECTION % B SCALE: ,w_,a 30 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, -THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD -FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE -AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) R-21 Insulation R-30 Insulation Foyer R-25 Insulation Ex.Crawl Space / r• r %:�- „i " - fix, W; ....,I,• , ..-.-,iy-��=P�4?f-,` 'i' ------:�•v` jr' >sMe 7711 %x,11__— KEHL DESIGN ASSOCIATES roc r residential & commercial design " consulting P0. Boz 1675 phone: (631) 433-9084 Southold, New York 11971 E -Molt ssbn654@optonline"net Kehl Design Associates, LLC " formerty D A K Associates, LLC These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be colpied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV 1. NOTES: t` DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL R:K s a ESIEIMCE 1500 BEEBE DRIVE, CUTCHOGUE, NEW YORK SCTM # 1000-103-3-4 RAWING 1ITLE: AS NOTED OCT 4 agencies prior to construction. NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE ' DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: October 11, 2016 0: NEW �b PROJECT NO: 0. C3'q 1007-2017 DRAWN BY: 9 ABDK CHECKED BY: C COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �sFQ SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 00 $ AROFE:SS10aP� WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A301 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. OF r/ DOB NUMBER: Acceptance of these drawings does not authorize the right to build without the authorization / 4 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building �! Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEHL-DESIGN -ASSOCIATES, mc agencies prior to construction. W;��%��,%ii' • �/ %�.,��%`">% �" ' �;, Vii/;:i�,,;,�:;,,��;nj, jJ tvu l _ n HJJ — : •-q. I '�i IQ- - KEHL DESIGN ASSOCIATES �c residential & commercial design . consulting PO.Boz 1675 phone: (631)433-9084 Southoldl,New York 11971 E-Mail: ssbn654@optonline,net _re l Design Associates,LLC®formerty D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 2x10 Rafters 16"oc. These drawings and specifications including the New Ridge Vent Simpson Hurricane Stropping ideas, design and arrangements represented New 14"x921" LVL Ridge New Ridge Vent therein, are the property of KEHL DESIGN Simpson Hurricane Strapping —New 14"x92' LVL Ridge ASSOCIATES, LLC. No part thereof shall be 2x10 Rafters 16"oc. copied, disclosed to others or used in connection New 2X8 Rafters - 16 oc. 5„ with any work or project other than for which s' •u ports C�16" oc� $ CDX Roof Sheathing New g CDX Roof Sheathings PP they have been prepared without written consent. New Ice and Water Shield 2X10 / 2X4 Strongback New Ice and Water Shield New GAF Architectual Roof Shingles CDX Sheathing New GAF Architectual Roof Shingles REV: XR-49 2X8 a 16"oc. 2x10 Rafters 16"oc. I�ot New 1x8 Azek Fascia's R-49 Insulation R-49 Insulation R-49 InsuNew 12" Beaded Azek Vented Soffits 12" Beaded Azek Vented Soffits , Closed Cell Spray Foam (8"= R-52) (2)226 Top Plate12° Air Channels 2x6 Studs — 16"oc. 5" CDX Exterior Sheathing �� �� 2x10 Rafters 16"oc' New Ridge Vent _ _ Simpson Hurricane Strapping !r.;, New Grace House Wrap or Equal R-21 Insulation Master Bedroom I Shower . I Cjl �12° Beaded Azek Vented Soffits Ex. 2x8 Ridge 00 New Hardi-Plank Siding . 2x6 Rafters —R-21Insulation Ex Seat Ex. Z" CDX Roof Sheathing New Ice and Water Shield 14"x 92 LVL Box Beom TJI230 x 9 Floor Joists ®12 oc. T1I230 x 9 Floor Joists 0 12"oc. New GAF Architectuol Roof Shingles New 2x4 vertical Ties 16"oc. (2)2x4 Top Plate 2x4 Studs — '16"oc. R-30 Insulation R-30 Insulation R-30 Insulation R-30 Insulation Ex. 2x8 — 16'oc. CDX Exterior Sheathing R-21 Insulatio R-21 Insulation New Grace House Wrap or Equal New Hardi—Plank Siding Closed Cell Spray Foam (3.5"= R-21) Closed Cell Spray Foam (3.5"= R-21) �� Type "X" _ 28 8 tg Hr Fire—Ra ed Existingee ock on KitSh WORK NOTES: 2x6 Shoe I ^G� Laundry Room Ex. Studs — 16"oc. Dor and Asser All Ceilings and 2x8 Boz Beam Kitchen with Self—Closing Hi ges Garage Walls 2x6 ACQ Sill Ex. Exterior Sheathing Ex. Anchor Bolt New Grace House Wrap or Equol Match Existing Subfloor Match Existing Subfloor New Hardi—Plank Siding House Deck R-15 Insulation Ex. 2x8 Floor Joists ®16" c. Ex. 2x8 Floor Joists 9 16 oc. fflffl 2X8 — 16"oc. R-25 Insulation istered with x oor Joists @ 16 oc.R-25 Insulation Ex. Anchor Bolts R-21 Insulation R-21 Insulation NOT FO R 2" PC. Slab New Monolithic Poured ®� & Ex. 3�" Stl. Col. Grade Apron with W/6x6 10/10 WWM CONSTRUCTION 8" CMU. Foundation Damp Proofing =� as Necessary USE UNLESS Grade Basement Basement CERTIFIED BY A PROFESSIONAL 2x Keyway Ex, 4"PC. Slab Ex. 4"PC. Slab ENGINEER Ex. 16"x8" Conc. Ftg. Min. 3'-0" Below Final Grade Ex. 2'x2'xl' Conc. Fig. CROSS SECTION ("�A CROSS SECTION B SCALE: 1/4"=1'-0" 30 SCALE: 1/4"= V-0" �302 PROJECT: JONES w i1 7 t RESIDENCE 1500 BEEBE DRIVE, Hurricane Strapping 2X8 Ridge C UTC I-I OG U E, NEW YORK 2x6 Rafters 0 16"oc. CDX Roof Sheathing 30# felt SCTM # 1000-103-3-4 GAF Architectual Roof Shingles DRAWINIG TITLE: —" Hurricane Strapping 2x4 Soffit Framing ?Cei6"oc. 1x8 Azek Fascia AS NOTED CT 12" Azek Beaded Soffit uLT Azek Girder Wrap 10" HB&G Permacast Column Wrap NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 40 ACID Post Boxed out with ACO DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE I DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2" Bluestone FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1'x12" Anchor Bolt SEAL: DATE: 2" Bluestone October 11, 2016 ��pF NEwY PROJECT NO: 8" Sona Tube 4 Rebar Stirrup ��� Z 0. B��O,Q�- 1007-2017 �,� (3)#4 Reber E.W. �G� �S� DRAWN BY: 1'-4"x V-4% 8" Conc. Ftg.—� * t ,1, * BDK offHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL Porch Detailr�c CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ."Awl 1 sF©p n8186a ���o' SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT RoFESS1 ?N SCALE: 1/4"=1r-0" 302 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A302 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Q PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) C7 DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization t t PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ' Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such C KEHL,-DESIGN-ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. S.C.T.M.# #R10-19-0103 DISTRICT 1000 SECTION 103 BLOCK 3 LOT 4 EXISTING NYSDEC LOT COVERAGE BASED ON UPLAND LOT AREA 26,220 S.F. EXISTING DWELLING: 1593 S.F. FRONT STOOP W/STEPS: 46 S.F. REAR DECK W/STEPS: 315 S.F. CONC. PATIO BLOCKS: 238 S.F. GRAVEL DRIVEWAY: N/A TOTAL 2192 S.F or 8.4% PROPOSED NYSDEC LOT COVERAGE BASED ON UPLAND LOT AREA 26,220 S.F. EXISTING DWELLING: 1593 S.F. FRONT STOOP W/STEPS: -46 S.F(TO BE REMOVED) REAR DECK W/STEPS: -315 S.F. (TO BE REMOVED CONC. PATIO BLOCKS: -238 S.F. (TO BE REMOVED) PROPOSED REAR DECK: 351 S.F. PROPOSED ADDITION: 94 S.F. PROPOSED FRONT COVERED PORCH W/STEPS: 72 S.F. GRAVEL DRIVEWAY: N/A PROPOSED TOTAL: 2110 S.F or 8.0% EXISTING TOWN OF SOUTHOLD LOT COVERAGE BASED ON UPLAND LOT AREA 26,220 S.F. FRONT STOOP W/STEPS: 46 S.F. REAR DECK W/STEPS: 315 S.F. CONC. PATIO BLOCKS: N/A GRAVEL DRIVEWAY: N/A !L t� l� {,SIN -7 2020 . ....,,n TOTAL 1954 S.F or 7.5% TO PROPOSED TOWN OF SOUTHOLD LOT COVERAGE BE DE OLIDWELLING BASED ON UPLAND LOT AREA 26,220 S.F. EXISTING FOUNDATION TO REMAIN. NEW 2 STORY EXISTING DWELLING: 1593 S.F. FRM. DWELLING TO BE FRONT STOOP W/STEPS: -46 S.F(TO BE REMOVED) \ BUILT IN PLACE. REAR DECK W/STEPS: -315 S.F. (TO BE REMOVED) ` EXTERIOR GARAGE WALLS To REMAIN. PROPOSED REAR DECK: 351 S.F. \ LAND N/F OF PROPOSED ADDITION: 94 S.F. I ELIZABETH CHOE PROPOSED FRONT COVERED PORCH W/STEPS: 72 S.F. 1 GRAVEL DRIVEWAY: N/A PROPOSED TOTAL: 2110 S.F or 8.0% ' SILT FENCE ALONG 100' SETBACK , { AREA LANDWARD OF TIDAL WETLAND BOUNDARY: 26,220 S.F. LIMITS OF DISTURBANCE20,750 S.F. TOTAL AREA: 37,042.79 SO.FT. or 0.85 ACRES MW PA sr \ \ Ram ". EL Z. \ N 76043 30 \ / / / . ,'• : '.:',' " \\ f CUY PROPOSED TIDAL WE11�1ND 80UfFWRY / / / i RE►�1 �pU� g pW " WOOD DECK x18 AS DELINEATED BY / / i \\ TENNFs fflfl SGA - SHAWN M. BARRON �/ / ;'. \ _.,•nIEO. ;ICN SfANIXNG) ELEV. 8.5 OL DR BROWN LOAN 0.5' ML BROWN — SILT 3.0' PALE SP BROWN I '"'"" — 7.1' GROUND WATER ELEV 1.4 WATER IN PALE BROWN nNE SAND I 1— 14' JULY 19. 2019 MCDONALD GEOSCIENCE TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) 1'3C'LCEOALNLAR 8• SLAB FOR NON—TRAFFIC BEARING s B' SLAB FOR TRAFFLC BEARING 'b WAVY COARSE 2" APPROVED RMEr PIPE / � AND APPROVED OUTLET PIPE INN. 4• L11A.L•/ COVER 70 GRADE TO LUK M PITCHED 1/8'/1' UK 4* GUY PRCIN07 1/8'/1' I�ooo❑ ooa❑ 3' MIN. 8' COLLAR BACK RLL MATERIAL TO BE CLEAN SAND AND GRAVEL FEMA MAP#36103CO163H AREA: 37,042.79 SQ.FT. or 0.85 ACRES .NJZY 14 2018 E><ISthIG HOOD y \QECK TO BE 4 10' WIDE{ / VOLUNTARY NON -TURF \\ \ PROPOSED NON -DISTURBANCE 10 -� ' ' BUFFER \ ADDITION VEGETATIVE BUFFER/ / °;': \\ �W/pbjlFL AlE L' . / / 1 •; r'..` \ 4 xW \ / / i '•'', i ' \ PROPOSED SOL i / / .�'.', : '; ` �• r \\ STOCK PILE AREA 4 .!7 S7600304, APF I PROVED By BOARD OF ► RUSTEES TOWN OF SOUTHOLD DATE T"il,+- fs, 2 f,zp TYPICAL SILT SCREEN SECTION GEOTEX71LE FABRIC — —• FLOW DIRECTION — EXCAVATED AND BAcxnLLED TRENCH r SUPPORT POSTS WOOD OR META. ELEVA77ON DA7VM: NAVD88 EXISTING GROUND VACANT 100' DWMUND WI'PU BLIC WATER 100' PROP. DRY WELL .:; 1/2 '1JG ANTLER LANE PROPOSED (Pp STAGING AREA QO. 1 AND CONSTRUCTION I ENTRANCE 3(g,00' I 9L1 I \ 1 PROPOSED i ADD7 N { 3'%4.r - DOSIpIG 8 TO BE \r Of FFL 11.1 ELMO INVERT -1 (7.04) o ` WAS SLICE is 1+ 9� a EXP Lp LP LP I Lp LP EL 10.8 1 DWELUNrps WATER 1 (5.67) 1'3C'LCEOALNLAR 0LP s POOL 'b \ EL 8 PROPOSED 1 A\\ �� COARSE 2" PORClIACTION \ TREATMENT TAW (440GPD) \ SAND & 3'MIN (6)8'OX2'DEEP LP \ ILL (4.0) GUY 7, \\ , _ 10 GROUNDWATER ELEV. 1.4 HIGHEST EXPECTED GROUND WATER 2.0 EA �w'VDRWOF 312.931 IN GRAVEL DRIVEWAY, EXISTING OVERHEAD (VIRES TO REMAIN uL EXISTING SANITARY SYSTEM //� PROP• DRY WELL TO BE ABANDONED AND BACKFILLED WITH CLEAN COARSE SAND. 8'DIAx4'DEEP w/PuetiG'wu►tER 10 1RICHARD LAND N/F OF 150 JONES C.1. LOCKING COVER TO G 35' RLN (CAST IRON) 1/4" -FT. r TYPICAL CLEAN OUT SLATE ^0 SUITABLI FLOW -40- TOPPER END R PLUG EL(9,5) FINISH GRADE o INVERT INVERT FOUNDATION FLOW WALL BAFFLE TANK USE 4" DIA. APPROVED SEWER PIPE 1250 GAL. PRECAST S.T. EL 11.2 INVERT (5.67) 1'3C'LCEOALNLAR 8'0 POOL COARSE 2" SAND & 3'MIN GRAVEL ILL (4.0) z rlN GROUNDWATER ELEV. 1.4 HIGHEST EXPECTED GROUND WATER 2.0 50' MIN. BUT SUFFICIENT TO KEEP— SEDIMENT ON SITE HAY BAIL AND/OR SILT FENCING • A�' .•A/'Ar Z c' N .CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. DRAINAGE CALCULATIONS: DWELLING W/PROPOSED ADDITONS d': COVERED PORCH -1,742 SQ.FT. 1,742 x 0.166-289cf REQUIRED (2) 8'DIA x 4' DEEP DRYWELL-354cf PROVIDED ADD I/A SANITARY 01-06-19 REVISED 12-5-19 REVISED 10-17-19 REVISED 09-25-19 THE WATER SUPPLY, WELLS; DRYWELLS AND CESSPOOL LOCA AONS SHOWN ARE FROM HELD OBSERVA AGNS AND OR DATA OBTAINED FROM OTHERS Michael J. Domino, Pr nt John M. Bredemeyer III, Vice-rresident Glenn Goldsmith A. Nicholas Krupski Greg Williams BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: ih_>o S � 2v Completed in field by: Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 William Toth Construction & Robert Wilson on behalf of DARCY GAZZA requests a Wetland Permit to demolish existing 1,275sq.ft. dwelling with attached garage and construct new two-story dwelling with attached garage in same 1,275sq.ft. footprint on the existing foundation; construct an additional 14.1sq.ft. addition on landward side of dwelling and an 80sq.ft. addition on seaward side of dwelling; construct a 388sq.ft. deck attached to seaward side of dwelling; and to install and perpetually maintain a 10' wide non -turf buffer along the landward edge of the wetlands. Located: 1500 Beebe Drive, Cutchogue. SCTM# 1000-103-3-4 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 1,00 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 J Ch. 111 SEQRA Type Type of Application: Survey <_ 5 years: Y/N Pre -Submission Coastal Erosion Wetland Line by: : 1 II Unlisted Action _Administrative Amendment Wetland _Emergency Violation Non -Jurisdiction C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: ,.// J. Bredemeyer '//G. Williams ,//M. Domino Other G. Goldsmith N. Krupski Michael J. Domino, Pre it John M. Bredemeyer III, Vice -President Glenn Goldsmith A. Nicholas Krupski Greg Williams Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES' f TOWN OF SOUTHOLD Date/Time: .� � I, l� I2-') 5 Completed in field by: ' r William Toth Construction & Robert Wilson on behalf of DARCY GAZZA requests a Wetland Permit to demolish existing 1,275sq.ft. dwelling with attached garage and construct new two-story dwelling with attached garage in same 1,275sq.ft. footprint on the existing foundation; construct an additional 14.1sq.ft. addition on landward side of dwelling and an 80sq.ft. addition on seaward side of dwelling; construct a 388sq.ft. deck attached to seaward side of dwelling; and to install and perpetually maintain a 10' wide non -turf buffer along the landward edge of the wetlands. Located: 1500 Beebe Drive, Cutchogue. SCTM# 1000-103-3-4 CH. 275j-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: - 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice ofHearing Card Posted: Y / N • - Ch. 275 'L/ Ch. 111 SEQRA Type: I Type of Application Survey <_ 5 years: Y/N Pre -Submission Coastal Erosion Wetland Line by: Administrative Emergency _ Setback Waiver Required Unlisted Action _Amendment Wetland Violation Non -Jurisdiction Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: C.E.H.A. Line I have read & acknowledg Agent/Owner;' foregoing Trustees comments: pAVIO 4/&S�Vti Present were: _J. Brec em,eyer G. Williams Other Domino vG. Goldsmith N. Krupski WWM-042 (Rev.9/20 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE, SUITE 2C YAPHANK, NEW YORK 11980 (631) 852-5700 NOTICE OF INCOMPLETE APPLICATION -.RESIDENTIAL TO: David Kiesgen H.S. REFERENCE NO.: R10-19-0103 580 Jacobs Lane Southold, s L 11971 PROPERTY LOCATION: 1000-103-3-4 The plans for your proposed sewage disposal and water supply systems have been reviewed and the following will be required prior to further processing of the application for approval to construct. PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION. NOTE: CHANGES TO PLANS MUST BE MADE BY A LICENSED DESIGN PROFESSIONAL (I.E. SURVEYOR, ARCHITECT OR ENGINEER). 1. PRELIMINARY APPROVALS — OTHER AGENCIES ® N.Y.S. Dept. of Env. Cons.Wetlands Permit ❑ Sewer District Approval ® Town Wetlands/Zoning ❑ S.C.D.H.S. Vector Control 2. PLAN DATA AND INFORMATION REQUIRED ❑ SEQRA Determination- Town ❑ Submit Certificates of Occupancy ❑ 3 prints of revised survey (or plot ❑ Indicate on plan the specific location(s) [with ❑ Indicate any surface waters within 300' plan) required with design measurements] of all water supply wells of plot; show wetlands limit as flagged professional's original stamp and (within 150' of all property lines) or state if by NYSDEC and/or Town. signature. dwellings are connected to public water ❑ Application form : ❑ must be based upon NAVD (1988), USC & GS Datum ❑ Application Fee: $465 ❑ Minimum separation distances not maintained: ❑ Sewage disposal system undersized sanitary system must be clear of driveway. See remarks below ❑ Submit floor plans for the entire ❑ Show area for 50% expansion of sewage ❑ Retaining wall must be designed by P.E. house. Existing, Addition And disposal system or R.A. Basement ❑ Surveys must be no larger than ❑ Show highest recorded groundwater and ❑ P.E. or R.A certification required for 11"X1T' calculations existing sanitary system. ❑ Indicate area of lot (sq. ft) ❑ Show proposedwater service line ❑ Submit complete water analysis less location(s) on plan . for pool house than 1 year old ❑ Show proposed pool house ❑ S.C. Tax Map Number ❑ Test well required on your lot as per attached ❑ Grading plan showing invert elevations bulletin of sewage disposal system, foundation and final grade. see below ❑ Public sewer stub location from ❑ Show location of existing sanitary facilities. sewer district shown on plans ❑ Surrounding property — vacant or ❑ Submit letter from water district indicating ❑ Slope exceeds standards: 15% maximum improved (within 150' of all distance to nearest public water main and within 20' of sanitary system, including property lines). I av lability expansion. ❑ See enclosed Form WWM-043,❑ Show sanitary system design based upon El Seeadditional comments on marked -up Notice of Non -Conformance highest expected groundwater elevation I survey enclosed. 3. OTHER/REMARKS: REVIEW OF THE ADDITIONAL INFORMATION REQUESTED MAY RESULT IN THE NEED TO MODIFY THE PROPOSED WATER SUPPLY AND/OR SANITARY SYSTEM DESIGN. FURTHER INFORMATION MAY ALSO BE REQUIRED FOR REVIEW BY THIS DEPARTMENT. DATE PREPARED: October 117777 1, 2019 REVIEWED BY: Meghan Lavery No. 2 ' OFFICE LOCATION: Town Hall Annex' 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 10, 2019 Re: LWRP Coastal Consistency Review DARCY GAZZA SCTM# 1000-103-3-4. William Toth Construction & Robert Wilson on behalf of DARCY GAZZA requests a Wetland Permit to demolish existing 1,275sq.ft. dwelling with attached garage and construct new two-story dwelling with attached garage in same 1,275sq.ft. footprint on the existing foundation; construct an additional 14.1 sq.ft. addition on landward side of dwelling and an 80sq.ft. addition on seaward side of dwelling; construct a 388sq.ft. deck attached to seaward side of dwelling; and to install and perpetually maintain a 10' wide non -turf buffer along the landward edge of the wetlands. Located: 1500 Beebe Drive, Cutchogue. SCTM# 1000-103-3-4. 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 LWRP provided the following is considered to further Policy 6. The single family structure is located between FEMA flood zones AE EI 6 and El 8 and does not fully support Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion, however, the new single family residence would be designed to be flood tolerant to minimize potential loss and damage. In the event the action is approved. 1. Require the installation of an A/I OWTS due the proximity of the parcel to Eugene's Creek 2. Require that the non -turf buffer proposed, be vegetated with native, salt tolerant species. Increase the width of the buffer to achieve greater benefit. 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 Peter Young, Chairman Lauren Standish, Secretary Conservation Advisory Council Town of Southold Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1889 Fax (631) 765-1823 At the meeting of the Southold Town Conservation Advisory Council held Wed., December 4, 2019 the following recommendation was made: Moved by Caroline Burghardt, seconded by James Abbott, it was RESOLVED to SUPPORT the application of DARCY GAZZA to remove existing 1275 sf. house and replace with a new house in same location and of same approx. footprint on the existing foundation. New dwelling to include _a 14.1 sf. addition on landward side of house as well as an 80 sf. addition and 388 sf. deck on seaward side of the dwelling. Located: 1500 Beebe Drive, Cutchogue. SCTM#103-3-4 Inspected by: James Abbott, Peter Young, Caroline Burghardt The CAC Supports the application and recommends an I%A septic system, and the buffer should be designated on the plan as a non -disturbance buffer. Vote of Council: Ayes: All Motion Carried Cantrell, Elizabeth From: Bill Toth <tothwm@gmail.com> Sent: Monday, December 9, 2019 12:14 PM To: Cantrell, Elizabeth Subject: Darcy Gazza 1500 Beebe Drive To whom it may concern, please be advised that as part of this project we are proposing to remove the remains of the existing tennis court and plant with switch grass. Also we propose to add a voluntary buffer zone as depicted on the proposed survey by Ken Woychuck. Thanks, Bill Toth ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) Z residing at (print prope owner's name) (Mailing Address) Vk do hereby authorize C 0IQe -6-6 P. b� (Agent) Mb n - to apply on my behalf to the Southold Building Department. (P"Gwmneeme) I� (Date) Michael J. Domino, Pr John M. Bredemeyer, ..., Glenn Goldsmith A Nicholas Krupski Greg Williams fent ✓ice -President Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 S0UTROLD TOWN BOARD OE TRUSTEES TO- SOUTHOLD TOWN BUILDING DEPARTMENT RIFICATION OF BUILDING DEPARTMENT PERMI, ,REQU"IRE1.1__ ' RE: VE � �� I , , OCT -4 Z QC Property Owner Name - Date Sent to Bldg_ Dept - The Office of the Board of Trustees is forwarding the above referenced application for - verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered a Demolition as described under Town Code? COMMENTS: Michael J. Domino, President John M. Bredemeyer III, Vice -President Charles J. Sanders Glenn Goldsmith A. Nicholas Krupski BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD u This Section For Office Use Only —L.Coastal Erosion Permit Application i� Wetland Permit Application Administrative Permit _Amendment/Transfer/Extension Received Application: `�• 1 eceived Fee: $ Z.S0• DD Completed Application: • Incomplete:. SEQRA Classification: Type I _ Type II _ Unlisted Lead Agency Determination: Coordination: (date sent): �! • �` LWRP Consistency Assessment CAC Referral Sent: 10 Z��.,• �Q— Date of Inspection:: /�► �•[`7 Receipt of CAC Report: _ Technical Review: Public Hearing Held: ��• i Resolution:. Legal Name of Property Owner(s): Darcy Gazza Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Telephone (631) 765-1892 Fax (631) 765-6641 T OCT 4 2019 Mailing Address: 1 Tom's Point Lane Bldg. 4 Apt. 81 Port Washington NY 11050 Phone Number:,. (631)504-8842 Suffolk County Tax Map Number: 1000 - 103-3-4 Property Location: _ 1500 Beebe Drive Cutchogue NY 630' South of Antler Dr. (If necessary, provide LILCO Pole #, distance to cross streets, and location) AGENT (If applicable): Robert Wilson Mailing Address: _pQ�px 49 Southold NY 11�Z1___—�-- —__— Phone Number: _ (631)504-8842 Se,6` q CP , \ Board of Trustees Appl, :tion GENERAL DATA Land Area (in square feet): 37,042 sq. ft. Area Zoning: R-40 Previous use of property: Single family residential Intended use of property: Same Covenants and Restrictions on property? Yes V -No If "Yes", please provide a copy. Will this project require a Building Permit as per Town Code? V Yes No If "Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes V No If "Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure (s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? V No Yes If yes, provide explanation: Project Description (use attachments if necessary): Remove existing 1275sq ft house and replace with 1 7- 5;z �- a new house in same location and of same.ae tootprint on the existing foundation as / per attached plans Newhouse to include a 14 1 sq. ft. addition on landward side. of house_aS— as-cel.LasanM-_q.._ft._.additi��ansl_388�q. ft deckor�s�nwar��id��f l� house � 6 ��� &V 0 � -A L,%/J?fv, Hoard of Trustees Appli tion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Renovate existing house to increase interior living .space,,create new exterior recreation space._ Area of wetlands on lot: Percent coverage of lot: 10,883 square feet 29.2 % Closest distance between nearest existing structure and upland edge of wetlands: 90' feet Closest distance between nearest proposed structure and upland edge of wetlands: 87' feet Does the project involve excavation or filling? V No Yes If yes, how much material will be excavated? N/A _. cubic yards How much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: Nearly flat. Grade slopes up 2' over approx. 30' Manner in which material will be removed or deposited: N/A Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): Any effect on tidal waters and wetlands will be minimal A silt fence will be erected and maintained during construction to prevent any run-off during construction from reaching tidal waters The proposed project itself comes no closer than 87' on one corner and 97' on the other Gutters, leaders and drywells will be installed to prevent stormwater run off from reaching the wetlands Board of Trustees Appl Ltion COASTAL EROSION APPLICATION DATA Purposes of proposed activity: Remove existing house and replace with new house in same on the landward side of the house as well as an 80 sq. ft. addition and 388 sq. ft. deck on the seaward side of the house. Are wetlands present within 100 feet of the proposed activity? Does the project involve excavation or filling? V, No If Yes, how much material will be excavated? N/A How much material will be filled? N/A Manner in which material will be removed or deposited: N/A No V Yes Yes (cubic yards) (cubic yards) Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) Environmental impacts of the proposed construction will be minimal. The proposed house remains almost entirely within the footprint of the existing house The proposed additions are small 14.1 sq ft. in the front and 80 sq. ft in the rear. Steps will be taken during construction to eliminate potentially harmful run off including the installation of a silt fence. After construction is complete runoff will be contained in new drywells. 617.20 Appendix B Short Environmental Assessment Form x,Insh•uctiiiits fr►i� �':cini filetin�� Part l - Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part l'- Project and Sponsor Information _ Name of Action or Protect: Gazza Jones Residence _ Project Location (describe, and attach a location map): 1500 Beebe Drive Cutchogue NY Brief Description of Proposed Action: Remove existing house and construct new in same location and with same approximate footprint. Name of Applicant or Sponsor: Telephone: (631)504-8842 Robert Wilson E -Mail: pressstartpermits@gmail.com Address: PO Box 49 City/PO: State: Zip Code: Southold NY 11.971 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance; NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2 If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other governmental Agency? NO YES If Yes, list agency(s) name and permit or approval - Southold town building department 3.a. Total acreage of the site of the proposed action? 085 acres b. Total acreage to be physically disturbed? 004 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 0,85 acres d Check all land uses that occur on, adjoining and near the proposed action 11 VResidential EJ Urban El Rural (non -agriculture) [:]Industrial ❑ Commercial (suburban) E-1 Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5 Is the proposed action, a. A permitted use under the zoning regulations b. Consistent with the adopted comprehensive plan? NO Y.ES. N/A C-1❑ ❑ V ❑ 6.*' Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES ❑ V1^ 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: NO YES° ® ❑ 8. a. Will the proposed action result in a substantial increase in traffic above present levels9 e b. Are public transportation service(s) available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action9 NO- . YES 0 ❑ ® ❑ ; ❑ 9. Does the proposed action"meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: NO- ,;YES' 10. Will the proposed action connect to an existing public/private water supply?- _x _. If No, describe method for providing potable water•,,,_,_ NO- YES I 1 Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment NO YES 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic Places9 b Is the proposed action located in an archeological sensitive area? NO V YJ ❑ 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodles regulated by a federal, state or local agency? b. Would the proposed action physically alter, or encroach Into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: m NO YES, Y Imo/ L�LJ ❑ ' 14. Identify the typical habitat types that occur on, or are likely to be found on the•project site Check all that apply. Shoreline El Forest Agricultural/grasslands ❑Early mid -successional Wetland ❑ Urban �] Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? NO YES ® ❑ 16 Is the project site located In the 100 year flood plain9 NO YES _❑ 17. Will the proposed action create storm water discharge, either from point or non -point sources? If Yes, a. Will storm water discharges flow to adjacent properhes9 VNO YES b Will storm water discharges be directed to established conveyance systems(runoffand st m drains)� If Yes, briefly.describe: ❑ NO fVIYES Proposed protect includes the construction of new drywells to collect stormwater run-off from house and deck NO YES a Paoc 2 oF4 18 Does the proposed action include construction or other activities that result in the impoundment of water or other liquids (e.g. retention pond, waste lagoon, dam)? IfYes, explain purpose and size�„4-_,.-_._- _..._.e._ „.�.• ��'��v�M^� �-. .�'-� NO YES V ❑ to large impact 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: NO YES FV1 a occur occur I . Will the proposed action create a material conflict with an adopted land use plan or zoning �f a regulations9 U 20. Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: NO YES ©; a ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the (� I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE -BEST OF MY, KNOWLEDGE Applicant/sponsor name: Robert lson Date: September 25th 2019 Signature: Part 2 - Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept "Have my responses been reasonable considering the scale and context of the proposed action?" Page 3 of 4 No, or Moderate small to large impact impact may may occur occur I . Will the proposed action create a material conflict with an adopted land use plan or zoning �f a regulations9 U 2. Will the proposed action result in a change in the use or intensity of use of land? a 3 Will the proposed action impair the character or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the (� a establishment of a Critical Environmental Area (CLA)? �J 5. Will the proposed action result in an adverse change in the existing level of traffic or �fj ❑ affect existing infrastructure for mass transit, biking or walkway9 _..__ MM. _.__. 6. Will the proposed action cause an increase in the use of energy and it fails to incorporatev ❑ reasonably available energy conservation or renewable energy opportunities9 7. Will the proposed action impact existing: a. public / private water supplies? b public / private wastewater treatment utilities9 8. Will the proposed action impair the character of quality of important historic, archaeological, �❑ aichitectural or aesthetic resources 9 Will the proposed action result in an adverse change to natural resources (e g., wetlands, _ a waterbodies, groundwater, air quality, flora and fauna)) Page 3 of 4 No, or I, Moderate smallto large impact impact may may occu►• occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? _ u I l Will the proposed action create a hazard to environmental resources or human health? Part 3 - Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered "moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential f'or short -tern, long-term and cumulative impacts. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impa s. Town of Southold - Board of Trustees Name of Lead Agency Date Michael J. D®rninlo— Prin►t--o�fTyp�e Nam�ponsible Officer in Lead Agency Signature of Respon e Officer in Lead Agency ibl President Title of Responsible Officer Signature of Preparei (if different fiom Responsible Officer) PRINT Page 4 of 4 Board of Trueteee Application AFFIDAVIT Darcy Gazza BEING DULY SWORN REPOSES AND AFFIRMS THAT IIE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) AND THAT ALL STATEI4IENTS CONTAINED HEREIN ARE TREE TO THE BEST OF HIS/TIER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OFTRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE TIIE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES, I!iCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FUR'T'HER AUTHORIZE THE BOARD OF TkUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE CONIPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY TXIE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature o Pi6perty Owner Signature o1' Property Owner SW ORN 'fl O BEFORE ME THIS �� �r DAY OF _Sgp n ^�— Notary Public MCANY HAofk ������POp�� pp!'��csaMS v WfiL7�Q{.7157904 1 OuNkil in SWI* ���ptrN 13!11 r 3 Board of Trustees Application 1 1 � 1 i i I ,UTI- ORIZA'TION i (Where (he applicant is not (lie owner) i b i b 4 I/We, Darcy Gazza s , owners of the property identified as SCTM# 1000- 103-3-4 in the town of Cutchogue ; New York, hereby authorizes i Robert Wilson _ to act as my agent and handle all + I necessary work involved with the application process for pennit(s) from the Southold Town Board of Trustees for this property. Property Owners Signature Property Owner's Signature r SWORN TO BEFORE ME THIS � � DAY 01= �e�Jl� , 20 A -1 - - - -Notary Public HANNAH ABR&AS PUMIC, owe of 14*w Yo* ow CRAMIF?w emow *Wk* M t�13 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORINT The Town of Southold'i,Code of Ethics prohibits coaflicts.of intcrest.on the part of town officers and•emplovees. Tfie'nurnosc of this form is to provide information which can alert the town of possible conflicts of interest and allow=it to take whatever action is, necessary to void=same. YOURNAME: GaZZa, Darcy (Last name, first name, 4iiddle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone _ Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If "Other', name the activity.) Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee . of the Town of Southold? "Relationship7"includes by blood, nja�riage, or business interest. "Business interest-"- means a business, including a partnership, in which the town officer or employed has even a partial ownership -of (or`cmploymcnt by) a corporation -in which the town officer or eniploycc owns more than 5% ofthe shares. YES NO If yuu answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Inscribe the relationship between yourself (the applicant/agcnt/representative) and the town officer or employee. Either check 'the appropriate line A) through D) and/or describe in the -space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): _J,A) die owner of greater than 5% of the shares of the corporate stock of the applic2nt (when the applicant is a corporation); _B) the legal or beneficial owner of any interest: in a non -corporate entity'(wh& i the applicant is not a corporation); C) an officer, director, partner; or employee of -the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Form TS I Submitted this a: I sr day of S eQ i' 201 % Signature `�ry �� Print Name Darcy[ G__za APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the.part of town officers ai4emplovees. The pu-mose of this form is to phdvidc Wormiition which can alert the town of possible conflicts of interest and allow,it to take -whatever action -is necessary to avoid -same. YOURNAME: Wilson, Robert (Last name, first name, ip ddle initial, unless you are applying iri the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Variance Change of Zone Approval of plat Exemption from plat or official map Other (If "Other", name the activity.) Building Trustee Coastal Erosion Mooring Planning Do you personally (or through your company, spouse, sibling, parent, of child) have a relationship with any officer or employed of the Town of Southold? "Relationship" includes by blood, njairiage, or business interest. "Business interest"- means -a business, including a partnership, in which the town officer or employee has evena partial ownership of (or, employment by) a corporation in which the town officcr or employee owns.more than 5% of the shares. WR NO If ydu answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself (the applicflnUagpnt/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): __�A) the owner of greater than 5% of the shares of the corporate stock of the applicant _(when the applicant is.a corporation); _l3), the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this y Qh SPO tQ A ker 20a Signature Print Name R ert IISOn Form TS 1 o �y C az-za loon- 103-3-q PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: kolej -Ro cp'►- lqq ben -6n Ave. lviu,) Hyde fhr-[<, �jy lion Cho -^d .J0nes L(03 -3-c O l 1onIS I%�jv-t-1 �6d � 1�1. U.n►� �'1, Qjd1,01-1 A\rj , S�cgL l :Fs (ayq d� /q 16301 ���c1ot ph Loll, K '22-5 M006e_Tr0'( STATE OF NEW YORK COUNTY OF SUFFOLK W � L<<Qvh"'�o , residing at l003 NLS ke, (::orvA 9c( S *T)l a �{ 0 , being duly sworn, deposes and says that on the -Vh day of A)oV emkacV , 20 l4 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Sko-LLYAkon1 1j /- ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this x(94 -h Day of AnyPm eY , 20_LCL_. Notary !(u ®%%0jB E ry`'�so/ N074py PUBLIC REG, #7837260 ; MY COMMN ISSIO • EXPIRES 16 11/30/2023 • •IT w I �Cr ti I rtj .J- r - Er Ln O C3 O O I O CO 1-0 O O r- ■•stal Servicef ■ ECEIPT CERTIFIED MAIL@ ■ D Domestic Lrl r�u ti IEt��f r� Certified Mad Fee n $3.5 11401 )r tr) $ Extra Services & Fees (check box, add fee late) 43 C r3 _ Receipt (hardcopy) ❑ Return $ ❑ Return Receipt (electronic) $—$0-00 - Postmark C3 ❑ Certified Mail Restricted Delivery $+k{— i i� Here C3 ❑Adult Signature Required $— jt}— Postmark I r 3 ❑ Adult Signature Restricted Delivery $ Here ` Postage � l .55 $i ` C3 $ 11/26/2019 _a C3 Total Postage and Fees $b°85 119 11/26/2019 Total Postage and Fees C3 11/26/2019 co Sent To -------------------------------- s �To cG(_ � o n_e� Stre t/a�n[(��4pt. o., oTP� V Boo7x Pf0.. j/ -j} / -- _� SVeet and Apt. No., or P Box No. ca r -i Sent Td -x - � ----/Af� -.,- -- Postal ServiclE�m , © ■ CERTIFIED ■ ..D Domestic Lrl iU °- ru 1 AL US, � Certified Mad Fee, c $3.5l � 0401 1•Il $ a' 43 6rl Extra Services & Fees (check box, add fee eppro ate) Postmark C3 E]Return Receipt (hardcopy) $ ❑ Return Receipt (electronic) $---$0-00 Postmark I 0 i] ❑ Certified Mail Restricted Delivery $(gjt []Adult Signature Required $C3 Here ` � VV ` C3 E]Adult Signature Restricted Delivery $ 0 Postage $11.55 119 11/26/2019 Total Postage and Fees C3 11/26/2019 . 0 o Total Postage and Fees $b°$5 s �To cG(_ � o n_e� $ _� SVeet and Apt. No., or P Box No. ca r -i Sent Td -x - � ----/Af� -.,- ------------------- O S-tr-9-@--t ---A F Bo No .— , Postal , ► P . CERTIFIED ■ rrl DomestibMail'Only .n Iv °- ru T�iTltfl' 1�u"' e n certO� 1•Il Extra Services & Fees (check box, add tooate) [I Return Receipt (hardcopy) $u; uu 43 C ❑ Return Receipt (electronlc) $ $14 °—;: 9 Postmark 0 ❑Certified Mall Restricted Delivery $ $f J. AR_ Here 0 ❑Adult Signature Required $ �' 'r ° t` V E] Adult Signature Restricted Delivery $ C3 Postage cc .i1 119 11/26/2019 Total Postage and Fees C3 g $6°85 s �To cG(_ � o n_e� p _� SVeet and Apt. No., or P Box No. ------- C , Sfste ZXb PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: 103-3-1 STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public Michael J. Domino, President John M. Bredemeyer 111, Vice -President Glenn Goldsmith A. Nicholas Krupski Greg Williams BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of DARCY GAZZA COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1392 Fax (631) 765-6641 THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE I, residing at /dba ��� �,N -I-- being duly sworn, depose and say: That on the 7 day of De_C. , 2019, I personally posted the property known as A zz & A -t- ! IS7 d0 ) Ct- 156 L?A by placing the Boa d of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, DecWber 11, 2019. Dated: Sworn to before the this day ofj)CCef 01 1 �_ 111 Ow" � \ ' r ',I TRACEY L. DWYER NOTARY PUBLIC, STATE OF NEW YORK NO. 01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES .LUNE 30, 2 02 o 0 tCA> .e BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of DARCY GAZZA COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1392 Fax (631) 765-6641 THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE I, residing at /dba ��� �,N -I-- being duly sworn, depose and say: That on the 7 day of De_C. , 2019, I personally posted the property known as A zz & A -t- ! IS7 d0 ) Ct- 156 L?A by placing the Boa d of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, DecWber 11, 2019. Dated: Sworn to before the this day ofj)CCef 01 1 �_ 111 Ow" � \ ' r ',I TRACEY L. DWYER NOTARY PUBLIC, STATE OF NEW YORK NO. 01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES .LUNE 30, 2 02 NUTIct Cir HmL.A'RINC NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: DARCY GAZZA SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing 1,275sq.ft. dwelling with attached garage and construct new two- story dwelling with attached garage in same 1,275sq.ft. footprint on the existing foundation; construct an additional 14.1sq.ft. addition on landward side of dwelling and an 80sq.ft. addition on seaward -side of dwelling; construct a 388sq.ft. deck attached to seaward side of dwelling; and to install and perpetually maintain a 10' wide non -turf buffer along the landward edge of the wetlands. Located: 1500 Beebe Drive, Cutchogue. sCTM# 1000-103-3-4 TIME & DATE OF PUBLIC HEARING: Wednesday, December 11, 2019 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORINT A. INSTRUCTIONS 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 it`s- significant beneficial and adverse e'ffects':uubn the coastal -area (whicli includes -all of-Southold'Town). 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 inust'be explAned in detail, listing both suppbrtinz' quid non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, .it shall,ribt•be undertaken: A copy of the LWRP is available in the following places: online at the Town of Southold ' s website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 103 3 4 PROJECT NAME, Gazza Jones Residence 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: V Nature and extent of action: Remove existing house and construct new house in same location and with the same approximate footprint A, Location of action: 1500 Beebe Drive Cutchogue NY Site acreage: - 0 85 acres Present.land use: Single family residential Present zoning classification: , R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Robert Wilson (b) Mailing address: PO Box 49 Southold NY 11971 (c) Telephone number: Area Code ( ) (631)504-8842 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes 0 No V" 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. DEVEtOPE, D..CnAO, 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 Proposed project follows the footprint of the existing house almost exactly. Adding only 80sq. ft on the seaward side of the house, and 14 1sq. ft on the landward side Attach additional sheets if necessary- Policy ecessary 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 V Not Applicable There are no known historic or acharaeological resources on or adjacent to the proposed site of -construction 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 V Yes ❑ No ❑ Not Applicable The proposed construction will do nothing to harm the scenic resources of Southold town. Any changes to the appearance of the house will be minor, and will be improvements over the existing Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III — Policies Pages 8 through 16 for evaluation criteria 4 Yes :❑ No ❑ Not Applicable Steps will be taken to prevent eroision including the installation of a silt fence during construction as well as new dry wells.to divert potential run off from the finished project 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 The proposed project will come no closer than 87' to the upland edge of wetlands A well vegetated buffer exists and will be maintained. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. Yes No Eot Applicabl = The proposed project will have no impact on Coastal fish or Wildlife habitats Attach additional sheets if'necessary Policy i. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No'.[ ' Not Applicable The proposed project will have no impact on air quality in the Town of Southold 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 '1:1 No 1:1 Not Applicable The proposed project will not generate any hazardous waste All waste generated duing construction will be removed and disposed of 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. V Ye❑ No ❑ Not Applicable The proposed project will have no negative impact on the public use or access to marine resources Attach additional sheets if necessary - WORDING COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section III — Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No V Not Applicable The propsed project will have no impact on "water -dependent uses" in The Town of Southold 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 V Not Applicable The proposed project will have no impact on living marine resources Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ YesE1* No V Not Applicable There are no agricultural lands on or adjacent to the site of construction 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 FZI Not Applicable There -are no known energy or mineral resources on or adjacent to the site of construction PREPARED BY Robert Wilson __ TITLEArc ent ____ DATE 9/25/2019