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Home My WebLink About1000-78.-2-27 OFFICE LOCATION: ®� S® �®�® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1935 C®U�lT`1,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 9, 2022 Re: LWRP Coastal Consistency Review for ROBERTS PREMIER DEVELOPMENT, LLC SCTM# 1000-78-2-27 ROBERTS PREMIER DEVELOPMENT, LLC requests a Wetland Permit to construct a proposed two-story dwelling with 2,730sq.ft. of living space; a 505sq.ft. attached garage; a 268sq.ft. front covered entry; a 230sq.ft. rear covered entry; install a Fuji cen-5 I/A sanitary system landward of dwelling; install a driveway; install three (3) drywells to contain roof runoff; and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the tidal wetlands. Located: 910 Glenn Road, Southold. SCTM# 1000-78-2-27 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 proposal is CONSISTENT with LWRP Policies and with the LWRP. Provided the following is considered to protect the function and values of the wetland system: 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: Honorable Lori Hulse, Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A progosed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which 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 must be explained in detail; listing both supporting and non- su_ porting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not 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. YPIanning B. DESCRIPTION OF SITE AND PROPOSED ACTION 2022 SCTM# 78 _ 2 _ 27 _ l"own Glenn Rd Board PROJECT NAME The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. Boar of Trustees M 1. Category of Town of Southold agency action(check appro riat- 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: X❑ Nature and extent of action: Construct a single family dwelling Location of action: 910 Glenn Rd Southold NY 11971 Site acreage: .75 Present land use: Vacant land 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: Roberts Premier Development LLC, David Roberts Manager (b) Mailing address: 3 Sandie Lane Manorville NY 11949 (c) Telephone number: Area Code( ) 631-905-4789 (d) Application number,if any: Oq Will the action be directly undertaken, require funding,or approval by a state or federal agency? Yes 0 No ❑ If yes, which state or federal agency? Department of energy and conservation C. .Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes [:] No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable 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 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. 0 ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. 0 Yes ❑No ❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LV*T" Section III—Policies; Pages 34 through 38 for evaluation criteria. X❑ Yes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluati®n criteria. Ifl Yef] No❑ Not Applicable Attach additional sheets if necessary WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent rases in suitable locations. See LVvW Section III—Policies; Pages 47 through 56 for evaluation criteria. 0 Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LVVRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Q Yes ❑ No ❑ Not Applicable PREPARED BY David Roberts TITLE Owner DATE 7/14/2022 ISSUED FOR: DATE DESCRIPTION Proj e c t• I 7/22122 DOB SUBMISSION rer lo Ro ets ,Preml ' ement 9 10 Glenn Road, N REVISIONS SURVEY NO. DATE DESCRIPTION Southold, NY 11971 AT TOWN SUFFOL 4 M 100 SC SCTM # 4000-78-02-27 JULYIBI2022 ROOFFri4'VTR1111'rV.TRA41 4'VTR NO H7=Ll-INTNIN ISO't7P'SIIB.ECT PARt:EI. 1 I I I I y y„N i o TY CILENN 120AD xcl a 10.o ��o• DN x Tp k CL�RB, PI/8UC WAlFR W S7RE2T OP '¢ IV*94 � �'* P DP I-BB CURB S ZV____-�_-- _`_ ___ EOP I T-VIV I PIPE flab. Gra I/RU I A i A I.A 1 i NOTE r Iffll.R.1 29.83 .100.0'EL I I I I NEW FVT RE.9 70 CCbFLY W/OME MARC ZUPIGL7f M xr tiS MLN �. BATH , YIAf€IXAE+>31TS FCH! D� TLWYA NUROIUTZ TES {{�� ¢ I i i USES PUBLIC WATER hf EXf RIO Eo 2VI •rYl 2Y LNDRY ZV ZV, ALL"AN IEX N/O/X' P u F OONffOFM 0 RC RUMSM CCOE ��J, 1` EX1 yr*fp 2i, 3 �1 ANGELA �.i ' �Ems' WG I I X C dA IP�� I -�li USES Pul f �f 1 Z u WAS-191 Ail./COI$ <G ma/v.W6i5ET0IGK yy 0• ' a U I oxo• zLT C 22ND FLOOR I co I aof�a°�Y� � `/° U pp 1•+.D• � gfrt• o o° YW i PL17f/TfliY� taT 10.4' q eS I I ' Pr2NFR.1wararxvEClty rB ED w v„ 0EL'GTED 115 far Ac 01Bgp2pys11: I BB CURB • O 1 1 1 yICA' ,SWA A7rONE 2 20 A MAW 0,0.TIT Fft� 12g 4 I ED -•— 1i@.IE {♦ gJ— LYI 0 AN C ARMSXT zV__�_._i 2Y __ SHAME �.•'� I Q aq 1 i___ _ "y st»ne DEM vO PmaN, "' f SHED y • x BY BATH -_ 1 3 ,l I - 11SAT. I Q.17AS few P,, -- NY8 UCWIED `� O �W�° c• I .1D/ CI /.•�iov• O I GAZEBO 0o 1. zV I 2V 2V I N i YV I07CHEN 2'V I 2V 2V I I LN�RY 2ylCQ we I wm I Dw W� WAsef ( / /..ori"T ND9 N R1 PRlOPOSED H ,t $936 X 0.1 1� 1ST FLOOR - �o 9H0M� T� E C E I V yf N 30.7/421 1'++.• PmWdo J 0 � � � � Gonneeled 5 35 ZW 35 2W zfY 35 2W P1N �Da;NEgt 3w 3'fY 3'WHSER DIAGRAM _N ' 4 L L. ! �O Z mom CE REy SCALE NT,9. AHD go T"S CSITFES THAT TfESE R.nN 8 WT# 70P of BAN 3 H 4.9E II, DIRECTION AM a SIPIRVOW AAM TO TIE BEST OF Mr NHH3f - P WOOD JDA COMELY W�ML � yHYA1 CA7Y/ALK FROVISONS OF THE NEW YOM STATE National Flood Hazard Layer FIRMette tTEMA 1i gBna--- " — 1 Southold Town ��°FBY XB3/ MN LW t��JX OCCe Board of Trustees S 1JNE 2,2022TYATDN o>gfP Cnw COM 3Y'I 1 CREEK &L DRAWING KEY ST COVER SHEET 2s wE 11D.oD, i er�� ... •p =REBAR Ns e�• aRF�oF NurvatA`^Ii�pioovN n oC":t.®oremu,.�.,l..al.. ® `µgU' 2F$4p �Bp5�A0�W . ..,. _ e a STATE it SITE PLAN TEST HOLE BUIJ(New SCALE= P3U 0 _PPE PROJECT: Cir 1 Roberts Premier DRAWING INDEX CODE INFORMATION Minimum Uniformly Distdbuted Live Loads: Table REAS Development LLC q, T:UF SECTIONS2020Re9denitlCotleolNewVohStare(putgwlandmeNwenlbar2018) USE UVELOAD DEAD LOAD 910 Glenn Road, 2020 BJldng Coda of New York Stele(D�aelm dela Noven0w2018) h " T-01 SITE PLAN PM FEMA MAP A'OB 202OFI—dng CodoNN—Ymk Slels(pud.f.dal¢NosmmEor201e) Southold NY 11971 A-01 ELEVATIONS A-09 SECTIfJN1S 2020Mechedc Codeol New Yah Slalagetl det¢Nov,m 2D1g) Exterior ealwries a0 pr to psf ❑ waWn�r�u. 2020 Fug Gas Cotle of New Yoh Stale(puHcalon°ale Novembm201B -y1 A ELEVATIONS FASTB•&l&STRAPPWG SI]-H:l1E B MSC_DETAIS De<Ks 40 f 10 psf DATE 7122122 1 2020 Bre COCe aI Nen Yw Slab(w01"i"daysmEor201B) ) PB A-03 FOUNDATION PLAN AR�ALI'19 OETAdS 2020Prap 1ty a meow Coda of Nen Yoh 3bb(puYirafan rime NpenEer1l1181 sVQ M20 F'syq eeldnB Coda of Nen Yvhelale(auWwfon tlal¢N'awrtber2018 P858angBf VBNdB Ga2ges 60 psf 8a per pan T A-04 19TFLOORPLAN N-03 FAANBJ(BDETlfLB zo2gEaorercdnoe,�afonconewefonco��ofNawvmkslale(Danrefmaal¢NBwmeor2otel PROJECT NO. 271018•RObSrtS -'�tI e...1ec A-0S 2ND FLOOR RAN f3-0I (3B�VIL NOTES2otsealon or Da Ener®•sla�ara mreuanga Exeepl L¢.Kaee asadenfa euargs(•A3NRAE sa 1�BIs1 ATTICSvwithout Storage 10 pd10 psf ,Etf1Fm o A-W KLIUF RAN G-02 I AL NOTES ICCp11T.1�' Accm9tlo Md USeaMO Bultln(ry AM Feolim{NIa TTO NYe N¢HYboptotl AccestiEily 98n DRAWN BY MS 2ar•ar musmu.ema+v ATTICS Wth Stomge 20 psf 10 psf FddFan r f ROOMS other than sleepng rooms a0 psf 10 p CHECK BY. MS TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA seeping Roolna 30 psf 10 par DWG NO. WIND DESIGN SUBJECT 70 DAMAGE FROM Sul. 40 psf 10 psf GROUND WIND BORNE SEISMC VANTER ICE SWELD UtAT OF NR MEAN GuerdrOs and Handrals 200 pd 1O psf Foe' 1.a.aeo •"` �"•"'""""' SNOW SPEED MPH TOPOGRAPHIC SPECIALWIND DEBRIS DESIGN UNDERLAY- FLOOD MODERATE a gyp sm Logo t.dao 2y �ar.a^• ( ) EFFECTS REGION WEATHERING FR09TUNE TERMITE DESIGN MENT HAZARDS WAVE FREEZING ANNUAL ROOFS: T-01 ®weae,ou,...e.,f LOAD REGION CATEGORY DEPTH TEMP ACTION INDEX TEMP Rat or useless than 4inches perroot(1:3) 16 psl �^ ��^ �^ e�a REQUIRED Fass 4 Inches per R less than l2 inches per ' 20 Iesf u0 NO NO YES C sEVE3tE 3 FEET MDD6iATE To tz psf 10 pat SCALE BHT.N0. FEMA MAP OF 9/25/09-ZONE X E�Avr n YES NA NA SIB 521 DEG AS NOTED ISSUED FOR: DATE DESCRIPTION 7/2222 DOB SUBMISSION T/O RMM CDffN=fLDGE VENT US KM POST 40 BRACESp— rFsl R�P A 5 5/12 b 5 p SECOND LEVEL PLATE HBGHf 14 .y RENSIONS ST NET ST �14 � NO. DA R TE DESCRIPTION � L SECS LEVEL MOOR - 65 zv MAN LEVEL PLATE H9&f 4/g HARDEPLANK LAP SDP1G12 (5'SPOSLkTF] 5/4'x 4'WIDOW xxCA (ND DOOR TFU L MAA! LAP SNUG LEVEL WROCR(ECFV.259 0 AVERAGE GRADE(ENV.9.0LE - 14'x7-14'-8'LONG 14'xY-4'-4'LONG -Wx2 -T-9'LONG v E �+ Cl1TLRED STONE VENEER W/ RANTER 9W FIELD VERFY STEP AND PLAyiER SF�F PLANTER SIflF a R a 4'Rte(FACED CAP STONE S AA� 1p 1A0 + FRONT ELEVATION A-01 SCALE V41T-T m X, u� o a T/O RIDGE • v� CI NITMIM RD(E VET _ • v� (6 ¢� H PL ECOM LEVEL PLATE NNtlif � ST �FOF NEH SECQM LEVEL SIJBFLOOR R F TIS COUFEd THESECREO OH A WEA AM MAN LEVEL PLATE NE GHT 9hPERv�EON�ER RAND F M PRONE SOI r 4 JIDG COWLY VM Trio:LATEST LNFORA S OF TFE LEYI VTERRL BfATE AM THE FRE YOMMBEHERG GLUE MD THE FEW YON(STATE N COD CONSERVATION CaTSTRUCTEIN CODE HARDIERANK E�OSLRDLA10 SDS EPOSl1�SONG ' V E DRAWING ELEVATIONS D. C 1E MAN LEVEL MOOR REV.125) AVERAGE G ADE GH.9D'r/-1 - - _ - _ - _ _ - - - - - - - _ - - - - PROJECT: Roberts Premier a LnRED sraE WSouthold Town Development LLC 4'ROCK FACED CAP z3 DIEEG9ESS WNO(1W RICHT SIDE ELEVATION g CASE S ,..�FLL ; ; Board ofTru 4t s10 Genn p ad, A-01 SCALE V4'•Y-0' - _ LJ- -1J Southold NY 11971 DATE 722J22 PROJECT NCL 221018Rab6As DRAWN BY MS Mag FLASHING SHALL BE RETAILED AT WALL MD �¢ RPm»and CODE OF M'S PERVANEUr AND WRHOUT A D6NMMTNG SWTTCH NOTE NOTE SYMBOL LEGEND NOTE CHECK BY. MS VZ GYPSUM Go.RAPED a ROOF Ni6LSECTCYIS Y.FERE EVER THERE B A ALL EXTERIOR WALLS ARE CEPM AS TYPE Y OTHER THEN THOSE PEOURE)FUR OVEP1CUr4w NEW WOOD STARS RALNG.TO BE OµNR FESP�I.E FOR CROMM SOL TEST TO ® MW!R&LTPLE STATION WO(E MA AIS �WAILS TO EE REMOVED *B-M SPRAY POW P&ATDN N ALL CATHEDRAL CELtM SPAMED-3 COATS MW CN ALL OHMM N ROCF SLOPE OR[FECTUt AFD EQ4TNG BIA.OND&LIVERSOPO TSAR ALTERA710K FROTECTDR MDKE ALARMS SHALL BE Fer.>trr®Toff ®� �Ax ROM HOT � DWG N0. WALLS&CENGS.GY'PF AP MRD ALL ROCF OFBN36 RA9PJG 9RALL SifATMR0�0 Ltt1 V7 NUCO 91RUCTLAAI �E OF OCCUPANCY.AUCTION CA RB_OCATYW SHALL BATTERY POWER OPERATE)M04 PETALLED N 9LDIIGS B-V4 6 A41 7HEPD C IH SHALL� TAME i�BFNWG CAPACILY OF SOL AND WATER � DARSON MOM WX�� WSL WALLS TO RBA4N BE COfRiOBW RE�fNbf Q.OU.LM 2B OAlFfJ BE FROVEM WITH SACHS ALARM AS HEQN®BY WITHOUT COAAE♦CIAL POWER OR AN ON GTE ELECTRICAL g+ FEAR POOM VT..HANDRN.ON • SPRAY FRAM NSl1ATDH N ALL FLAT CBNGS PANELS OR EXTERIOR ATTADET W/E) HEW COSTRCTLTN t" &N SPRAY FOAM NS.LATM N ALL FLOORS OVER INWFDOINED VY MOERRE PES ETANr GVPSUA AIL EPOS®FASCIAS 6 TRM TO BE CONMDN NAL9 m 6'OC AT PANEL EDGES AND A�(J ALTER SYSTE.1 N N FOC CU THAT UDDEmOO R PR AT I FAQT O✓E SDE OF 9TANWAY. CWIMCTCR TO PE-SHADE E7�TN0 FAR1H RTQR SPACE B1 RAPE]G SPAOQID-3 COATS CAPPED BY ALLM S'OC N FELO EMT89OY SIFATHM SH/LLL BE FR3%iL POWER SOLwTF AL.TERATCNi ORMJGE OF OCC.PPNCY,AOCFDO(OR AWAY FFRaA 7RE HOUSE MANTAN MN S'ry FAfl APU L PO RLI-TIES,S OWERSR CCNIPIOUS FRCAR BOTTOM PlA7E TO THE N tEW OOFSTALIOnCK T!E RLaRRTD SMOG ALARMS RB.00ICN N ACCORDANCE WITH APF EM=,L F HGHr NOT TO BE USS THAN DO OM FAN ffFFRD WFU. '�. •-9 SPRAY FOAM PSILATION N ALL ROORB OYER OUTSOE AA S4.8 FDT MOTE THAN 96•ABOVE 3 �B'31 SPRAY FOAM N6LLATON N ALL FXTEiUi WN13 A-01 SNKS 8 WC N BAT1 MOWi") ALL VALLEYS.OM�EY%9CAMIE.EAVES AND SFNLL RECEIVE TN R fi4AAR+'POWER FROM THE BLLDfttR �M49 NSiP1G RL rmno STAR TREAD NOSN1 FCAND4iAL SCOL FROM BOl'rOA OF NEW FDNC TO PfiH1E )( POST TEN.NATON NEN PD RD WNJ. MW TO RETtIE'STOMOUARIT LEAK BARRIER UPPER TOP RATE WITH ALL RM®.EXG3 VVFRp WEN&JOR WANG S SERVED FROM A COMMERCIAL CARBON"ONCE ALARMS STALL BE PETALLED N HAVE A pB'UE78i fp.BSON OF AT 0 HOLD DOWN ME 99 N-01 BY•GAF'al APPROVED MW-AT ALL EVES a OVER F� —RCE OR AH QWSI TE ELECTMA..POWER SYGM AND DOMNS G LONGS UDHiGON G FWAF%ALTERATO N, HAV T a•a rDr GREATER rNRMR B-va• cN DaW HEADER To 203.6VERIFY FRED O BE FLOOR p SCALE SHT.NO. RAKE&MED UDELAYNCHT 24'PAST TRE ++ODD'✓ ARE FieOIiRE)AT EACH ED OF VMN PRMARY POWER B NIEFFU E).SHALL REEVE CIVNOI`O"OCCUPANCY.A03TM OR RLLOCTON N W/A MAx BECTON 2•V4' + W F sT�s htG EE TO T21D6!LINO. TA iEMEBi®GLASS (NDFntlVW EXE dW%M Uma H PereO TO BE PROVIDE N t>ELM STOSBO TO U6EATED EPAC� FSME TFE EOOEYOR WALLUE tF TN£BUIDNG. PERFORATED SHEAR WALL POWER FROM TE BATTERY.WPM SHALL ACCORDANCE APPEDR 4 FA6TBE65 fY B+CE ff FFLL) AS NOTED ISSUED FOR DATE DESCRIPTION T/O RIDGE C0NTNM RDW VENT 7/22/22 DOB SUBMISSION 14� 4 Q5 SECOND LEVEL PLATE HEETHT STP SEN ME L R(7 REVISIONS NO. DATE DESCRIPTION SECOND LEVE 1EIFLOOR MAN LEVE PLATE HEGHT 4x V TRIM BOARD ZIP HARDEPLAW LAP SIDM f5•EPOSM MAEJ LEVE OOR ED.4b7 AVEACE GRADE®.EV.9.0'N-) - -— - - - - - - - - - - - - - - - - - - - - - CULTURE STCtE VENEER W1 mo a 4'M FACED CAP STONE , REAR ELEVATION a A-02 SCALE Va'-Y"D' �J • ^t � Zt o� S O U� T/O PDGE 4 12 l DCaTINUOUS RDGE VENT �--cowl • • U� > . c: P L A SECOND LEVE.PLATE H3q-1T A n 0 o yp4� SECOND LEVE.SLBFLOOR THE CERTIFIES THAT TEM PLANS WENE MAN LEVE PLATE HM-T PREPARED UNDER MY DWIMION AND X SUEWSON AND TO THE BEST Mi Q4 AM PSOFES90NAL J t12 KNOWLEDGE�Y YM THE LATEST PROVSIOS OF THE NEW YORK STATE HARDIEPLAW LAP SDNG Amaro FM E e�rcmE (5•E)POSLfDITHENM YOM STATE OONSEWATON OUZrRUCfaN CODE x� W ANDTRM DRAWING (TYPICAL) n E C E IV E ELEVATIONS STONE VEfER-VEiFY !�J� A MAN LEVE SLEFLOOR DEV.4.59 STYLE WITH OWNER MAN § AVERAGE GRADE(B-EEV.9.0+/l _ - __ _ _ _ _ _ _ _ _ _ - _ - _ - - --_ _ _ _ _ _ _ _ _ _ _ _ _ _-_ J U '7 I ZOLL PROJECT: CLULFiED STONE VENEM W/ 4•ROCK FACED CAP STCfE Roberts Premier 2 LEFT SIDE ELEVATION I Southold Town Development LLC A-02 SCALE Va•-T-o' B08fd of TNStCBS 9100Southold,n Road. 971 DATE 7122122 PROJECT NQ 221018-Roberts DRAWN BY MS FLASHING SHALL SE N3TALLED AT WALL AHD �� RESDENTIAL CODE OF NI5 PERMANENT AID WTHCUT A DACOMETNG SWATCH NOTE SYMBOL LEGEND NOTE: CHECK BY. MS VY GYPSUM EA RAPE]8 ROOF NTELSECTUM W-ERE EVER THERE 6 A RB1al1 9.tOkr d0.: OTHER T}@I THDEE REOURBD FOR OVERO.ARB,T REW VAOOD STAR 0 RA1M0 TO BE NOTE NSI' ALL C(IERIOH WALLS ARE CE9(3Ep AS'ME f OWNER RFS�E FOR ORDERING SOL TEST TO •CG WALLS TO BE WhDVEI *B&B SPRAY FOAM GSUJITON N ALL CATHEDRAL IHSS. BPPLSSIDS COATS MW ON ALL AROUND N ROOF SDFE OR DRECTiDN ARD CHANGE OF OCCUPANCY ANCY AGNS REPAR EL TATA N BATTERY PO SADDLE PLAFAL4 E All BE INSTALLED N®TO BE n BV CMN3R MAX FqT ® 6TXfE 3 MLTRE eTA7�R 8M](E AL WA9 DWG NO. AROUND ALL ROOF CPMING4 RASHNG SHILL PERFORATED 9EPMM Vr', 8-V4 6 N1N TREAD DEPTH S1PLL EE OCfX FOR BFMGG CAPACITY OF SOF.AND WATER WALLS 8 CENOS.(fYPt UR/NOE OF OCtLPPNLY.AGOING OR RELOCATION SHALL BATTERY POKER OPERATE]WHEN N Cf �m N CTRL AL ® BfRi WALLS flBAIU! B� SPRAY FOAM INSLIA OI N ALL FLAT OVER 9hEATFWG TO BE MN V7 WOOD STRUCTURAL ROAN LEVE.. CARBON MOD)17E DETECTCR SAME OEIECICR BE CIMROBON RESISTANT eJSUM.M 28 GP11GE LRE PRO Y70}i SAGE AUVU9 P9 REOIAFD BV PWITHOUT31STEM OR N POWER OR PN OFFSRE CM RE 7I gH pgH��ROOM C$.Fi4DIRAL ON V7 MJ87D c PESSTANT GVPEUM CUvMO NLS 0 V O.C.APA W/BD AT LEAST O E SOE CF STARWAY. N34 CA87N1CROU SPACE ALL E)ff•'09�FP3CUl9 6 TRM TO BE CONMOR NAL9®6' C AT PAHA EDGES ADD 83131 PO POWER SYSTEM N N BUILDINGS THAT ADDRIO W10 REPAIR 0.TRROCTM TO RE-GRADE EJSTING EARTH.RICH X894 Y FOAM PLALA N ALL FLOGS l.taCADf110� B0.OPl'�8 SPACI¢ID�T COATS 831312 POWETR SOL:tf ALTERATON AIAFX£CF OCCHPANCY PDOTKN CA HRM'a, HGHT NOT TO LESS THAN ®/JG CFM FAN •� SPRAY FOAM I SLLATDN N ALL FLOORS OVER OUTSDE AA GNP®BY ALLM 4'CC N FELO k7TE+lOi SFEATHNO 91AIL BE AWAY FROM THE HOUSE MAINTAIN Md AFJ•A MW BEW ALL TIES,9RorvE�, N DEW OODSTRUCT/7N TFE REQURH)SMOIE P1ARM5 PB.00TDFI N ACCORDANCE NTIFi APPADF(� 9a•8 NOT MORE THAN 98'ABOVE NEW PO WALL •&g SPRAY FOAM PSLJtTIDN N ALL EXIBCOR WALLS. A-02 EW &WD N fiATFfR00AS OUT'! ALL V/ll1EY9.C}MEtS 9M.KiR$EAVES MD CONMOUS FROM BOTTOM PLATE TO THE e�p�E THEIR PWAARY POWER FROM THE ELLDNG a dP oaanNo e n nNGg STM TREND NOSTJ3 H4`DftAL SHALL FROM BOTTOM OF tLi4 SONG TO GRADE x POST 7ENNATION Kiy PG FDD WDLL POKES N REafVE STOTU.1GUAfa'LEAK EAfR6i UPPER TOP PLATE.WITH ALL PANEL MGM WIRING MEN SUCH WRNS A SERVED FROM A OOM.IERQAL CARBON MONOXIDE N.AFNS SHALL BE FATALE®N NAVE A PEFfE ER DNEN90 I OF AT 0 HOD DOWN SEE STT N-01 BY'OAF OR APPROVED EDW.AT ALL.EVES S Old FPAWa SOUROF AN ON-STE ELECTRICAL POWER SYSTEM AND SWNO BLLCi16 U X RODN 3 REPAIIL ALTERANN CONTRACTOR TO VERIFY FJ,STNS FRET BOOR CS-" i♦ SCALE T�TIE�END LNA�wALL Egr 2v PAT img HOLDOWTS ARE REQUIRED AT EACH ED OF POWER � Y POWER 8 IN WMP E1,SH LL RECEIVE RE OFO NCRRI�ADOMOR DIX OR RELOCTCN IN a•a Dqr GREATER TH4N V4*. WIDOW HEADER SUES AN SM TO�0M UHC T13. TBAIER®GLASS 'g�atw x.d strtnA+el wd AS NOTED SHr N0. PE FO ATTR SEAR WALL W/A MA%CROSS BECTON OF 2V4'. FASTEEFS B'®I£Y FED TO BE PROVIDE N 053,13 E1F0»TO LNEATED EWt� 2-' ISSUED FOR DATE DESCRIPTION f 7/22122 DOB SUBMISSION 64'-6' outer third of span only 4• 64'-0' 4' 4'-6' 22'-6 1/a Jdet depth,ma.. 0 . 1/3 Joist 2•Mlrt -0' T-3 -6' 4' depth Mai 1/3 Joint—� depth,Man. 1/a Joist D depth,Mar. ' w I;/. ,:;rw;,.•�,,8,.,;;:; ;„ ? Solis ss J et antl rafter notching ontl barring mita wn of hin11 ;� �• ..w. •:m t;;.'�i`'a°' a,..:*-.w�T •,;.�..n�r•.i5+ _---------- ;,.:�,' I REVISIONS .1 r FIL I . a.wm•s:ae a NO. DATE DESCRIPTION �NG TO LOCJL-°Do00ES N I B '. I B o__ur i.r...:.e,e• 3' 4 y a L E-9' L 3'-8 1/4' lRlsi raivl FODS 41 LP ' - I �, Pa>mT �m E3 I ;U INEW Oall P.T.SU RATE CN r ..J gJg 6' 3!4' S'11' ups r D811EID W/ILL T. Stud notching and baring limits BEARIQ WAIL I "' QC OYPICPL E'FROM ENDS OF y-I ' I C I os FACT RATE INTO CO�xreA BOLTS Mx r gRo ro iQ I 6 , I O C 1F7/6 .LL R JTS o'B O.0 L ZSLEg r_ . I12s3 I 2n IsBASEMENT I �� M I I ® or 4•CONI.SAAB OVER k I TEE-+ $ � 6 ML VAPER BHAf�1 ON ?,. •: m d fO IV[N 4'CLEAN COMPACTED FLL :. I F----- M m I M E a f 3 m,�;,, R m, 13/a s'-0 9'D t3_9• I r 1T s T-8 V4 I K I r a ancrrmtnmv. SII I �I�J� El '.!.' tauTwrs m RE I I Q ._ws, .< — \IY' c � nnT�„• _ 3 I Naa EDI IMS ..? ML arm i't%A c�-1/v ML o, r :•� 11-1y", B1 _ ° a LSD 4•ML(iR➢BR .;. I n B I ° W/H HRV r' �X:I:,:t .XXL' eSi'_ti5;:.',qq 1 cw •s £Lr' U �" c1i "'al C ® ' Q nn &4 BNS S pz I b � r� —I • v; �1A2'R�AY a��gNl Genaral Attachment of Lodger Board to Band Joist or Rim Board e a ? :..y:+..'%*sC.:,•, 1 ;� ? COM1fgIRG TO LOCAL CU06 a. I ealedor ene.,ddn ane of wapar X g' .,, .,... ., .... p x _ B ty p tl P prbr to lnctanation —— —— �r •: O 0 existing snd..n msh d ted d ----- 15-8' B 6 W 2' I B ° BFpJR STEP FOL1�ATl�! °X na id no d i i .�wn ao-a o'g e ..r.. •. t�:,.r ..f �t_.t''r� EWPren Bou aus F I•.• AND FTGS. AS _ _ -. �' — —— —— —— wna�aaa 1Pmnl� POTXET I ukad to P,o REQ1). I T '.' .a•.... 't? I I' ..B d 2" r. 1 SW FOMATICN I I 1-ssa mn. 0t DA 9/ •. I AND FTGS AS /�. 2p I B I;t I /� J mdlameoe ag p� A 'i, t? ' wlloor L rrma soe.eer yr oI0 I I UNEXCAVATED READ I I F -08 6 I D '®� -08 uMVCvn' — lrW�db.hh a o I I �., r I I J I I folsiharw, Ii••""''J'?••. •: I,�I eesting agon.e0 Ioo2r kdgur board.must be gruelu, MN — — — aelou cdrcwaneme Mnup •�eeg__,,��...t1d� a�i I �• I I I - i i dePllWNa band johl �F nG" 4'CONI FLOOR W/ 5' IIF ,I 4 4- FILL o 6x610/GA WWM a I D � I '>I � L— — -----------------J I TFi9 X8ITFE3 THAT THEEPIANS WEREPREPARED LINDIM NY DIREC11CH AM .. ._.. . :. IXNDYAEOGE 03-W AND ROEFSSO N. UFOR.,FIRE PREV@ITICK BU.DPA OCCE .s• I I •,r J__�_�_�_�_�_�__� ZP D STHD14 mq'iPAD TFS fETY YONC STATE BSROV LL. )..t•."i'. `� -rimum of CONSERVATION OJW^TRUCfDN CODE .. :. •-:.e-�. 99 Bnd distance I — ^ HOLD IDOW N BY f•Q ? F I r D 20 2 2x memben'ere •• DRAWING L--------- — 9 7 -0 f aMPsoN° FOUNDATION PLAN -09 ti J .-d..hown _ -09 ne g4 reba I.shear cone Me min.or 24' g PROJECT: 10'-6' JUL 2 7 2022Roberts Premier g s xi'-0 s Mtn •End Development LLC n° OS ansa e 23'0' 4P-0' 64'Mn a 910 Glenn Road, 64'-0' 4' $OIJfh01d T0'eVil am�merl° Southold NY 11971 4 Board OfTnJstees DATE 7/22/22 64'-8' CORNER HOLD DOWN + DETAIL 2 PROJECT NO 221018-RGbeAs A-1 SCP1.E 114.4-V -07 A / DRAWN BY MS ME s CHECK BY. MS FIASHNO SNAIL BE lSfPLLID AT WALL PHl REMIBRTl L roW 9 NVF OTHER THEN PIA SE RE 11T A DFOR OVSKUR 9YMT01 NOTE "TE: SYMBOL LEGEND NOTE V2.OYPSM BO TS W 6 CHANGE E IN ROOF SLOPE Yd OR DIRECTION; ON;ANDA a t1 BMum ALARMcP OTOTE 7R5J SMO FALAMO FOR O13E Pff RBif —W'DO°SfP1R 8 RAINfi TO BE : OWNER REWOK9BlE FOR ORDERING SILL TEST TO ALL EXIFJYRi WALLS ARE DEWED AS INK P ® 819E Q MLTFlE BfATIOR 3.SME PLAhVB D(IO W�TO RE FB,DYTD fB'vB SPRAY FOP/NSIAATICN N Pll Cd11PoPAL CBNGF. DWG N0. WA LOSS NGS.(MW ON ALL AROUND N ROOF F OPEN OPECTDtt ARA CHANGE t OF OCCL l 014 O R ALTERATION BATTERY Y PO ER OPERATED ALASHALL BE FLED DED DI BE � SB�iIE]BY OVA'HR PAA%Ri$ER HOT WPLS 8 CELNOS(TYP1 BE COR ALL R0ES STANT(i9.fAJM 24B SHPL. SHEATHING T BE MNL VZ' BE PR E OF WIAPPNCY,AALAW OR PHA IRED B S1/LLL id nMr PoWER LPOWE VR R N ON- Ei ECTRCA4 9.) I MN 7RFAD W_r. SHALL BE TABLE CAPACITY lF SOIL PAD WATER CMBON MChIOWE OEIECTOR SAC/E OETEDTOfl D(TO WALLS TO PBAAN BM SPRAY FOAM HIUA71ON N ALL FLAT LO FIS OVER CORROSION RESISTANT gRAfl t ZS ON.GFD SHEATHING TO BE MN VZ WOOD 91Rl1CTUFWL BE pPoY,�ANTE S,XyE N1dU.t9 A9 PEOJi1ED BY POWER COM+�RCNL POWER ON AN CN�iE BE'iRICAL gl Md H(11D ROOM b"-S'.NONORAL ON ® NEW CONSTRICIRH 0 7/&84 STRAY FOAM INSULATION N ALL ROOB OVER UR(YI•DITIOHID 12•MOSTIPE RGSiPM GYPSAI PANELS ON EXfE CH ATTACHED W/ED APPENDIX J PoWSR SYSTEM 077 N BLEDNEIS THAT UVE RmM7 REPAIR. AT LEAST OE SDE l7F STAlAWAY. SPACE A-03 BP RAPED&SPAO(LID-3 COATS 'EWO:ID FPSCV 9 A 7RM TO BE COMMON NAL3 m 6'O.G AT PANEL E00®MD HANditN_riORT NOT TO LBSS THAN COMTNCTOR T°RE6RAOE E776TNG FA97H PRUi =OFM FAN SPRAY FOP/ H6UTA11CN N/Jl FLOORS OVER OIJTSDE AR CAPPED BY PLUA Y OD.N FHO IDUTFIDR SWAT"SW.L ON � �� REMOTION I C ICOR OF E WITH CY,ACCdfION,OR ® BEP�iRii WN1 � �B� MW &W ALL TLB.S SHOWERS, CONTNIOIJS FROM BOTTOM RATE TO THE N ALL SMVE!HER THE FIEOIRED SMOTE HE&JU FffiDCTDN N ACCORDANCE WfRi PPPB,DK J. FROM BOTTOM OF NEW SWIG TO GRADE � 34'A NOT MOPE hRAN SP ABOVE I •gg gTTAY FOAM NSIATICN N ALL EDOT3'!OR W/LL19. 8IXS 8 WC N BATHROOMS ClYPI ALL VALIM CH?&EYS,SiOdJO IS.EAVES AHD SHALL REEVE TFHR PRMAAY POWER FROM THE Bl.lOtq STAR 7RFAD N08RO F1AI•DRPL SNLL X POST TEpRRATCN NEW PA FPII WALL :'•.::•�L RAKES TO RECEVE•STO IGUAAA•LEAK BAPJ�i rPPER TCP PLATE.W TH ALL PAN31B]GES WERNG W,H SLM WIRM 13 SERVED FROM A CO.MEROAL CARBON MCNONDE ALAMO SHALL BE f•BTPL M N FRAVE A PBa.1<fBR OP+@imN OF AT I A HOD DOM SEE SHT N-01 SCALE SHT.NO. BY'OAF'OR APPROVED EOUAL AT ALL EVES 6 OVER FRPMNO °.Dl1RCE OR AN ON-SfE BEf:Tf WAL POV,SR S19THA AND FJ65fN0 BIRDNiS lMBif3°NG REAR ALTERATION, LEAgT 4'g.NJ'T Ci7EATER THAN S-V4• CONTRACTOR N VERIFY E70SRA FRET FLOOY � P10ES WEND LJDER.AYMENM 24•PAST TIE HOLDOM A 9f E LHED AT EACH W O° WON RUMARY POWER B NTEARLPTED SHALL RECBVE ORANGE OF OCOLPANCY,AOOTIM OR RB.00TION N W/A IAA%CROSS SECTION OF 2-V4'. I WTAOW HEADER S2ES PRH S�TO BE QlatB UN1J. TA TEAPBRED fiASs FAST;�TZ PoD psral aTO BE PROVIDE N CELNGS ID POSED TO LIN FATED SPACEEL AS NOTED NME THE WE9CR WAW.LINE OF THE GLIDING WALL POWER FROM THiE BATTERY.VRRNO SAW.BE ACOO DANCE WITH APPENDIX J 4 7 2 ISSUED FOR A ! DATE DESCRIPTION 918'NAeraa handra1110 N>uLdmona aide ane 27' +— __4 7/22122 DOB SUBMISSION where h0drI15 pre Prwldcd on both e'eee, 64-0 Nadr>I h0aht-b4'a9•Iromsho W of the malnp to trA sop of'hb+ I I 23-0' 274 14'-6 ne 1P-10' 1T-T 4'-6' 6-V R 6' T-0' T-0' OpaNnaaeNAnotaOm i'II1 11 paneale of a eplern / I I 11. I I 6-1' S'-9' $'10 5_4' 10. 4lrchee armored I I I I dlamemr I N uwpe maeeDa egwl � 1 IIRbcr�ll I I TV.7 n hd,0. M depth and eatroeDp k» I I I i SET TIP OF TF 41SOM YOYL thm16VS'1hdepshMS' 4 6x6 POSTS W/METAL ABOVE AT 2 IV ABOVE lIXtiodrAig with a If Sho rI a 1e w» 1 1 I I POST BASES APD CAPS druaarerose eatwn 1 (TIP OF S)SEE TAD -VA33 FCA 2628 f N4'MYaaum Noehee rcgdmeen srerde 1 1 FCA2660 8W ET FCA2660 ET 1D N GABLE ABOVE Maxb r•2' 1 d' Maxlmsm dumeter ke>dunlP bdep�h 1 stnntor m R0.T 6'x 6'0' RO.T 6'x 6'0' � aaE�T s:B v vd'Ma,i>am • NorclrcNA r AI rlAere ow>t lb ud _ ➢FOR. FOR n 0 lys-V4' FOft 0 arannsary MR1 all Nkpheaede1—t I e�" 0aro pe sed, LLJJ w rorided that she n f2px4 LP TO RODE e•V4'Mu ,Rbv hnswwn treacle da>ntt a. ?s10 RR°76'0 C h10 RA o 1G OG 'p GUESIT ROOM �' M m`� 3-4 VT 4'-71/2' 4'-7 V2' 4'-10 /T (For typo 2•xe NY$9@.z) 4uendAmeureph,— m a—vr D COVERED MASTER BEDROOM No. DATE DESCRIPTION a Q TO ie PORCH'B' m SPLA HT. f S HL WALL Blowi P 67Nf M FIR VALLTEO ORM TWO 14,2 FSWP2 0 T FSWP8080 T FJ660 T ¢� P��EQ1I RO.T 6'x 6 0' RO.6 V x 6'0' RO.Z T x 6' sp a m 6^DIAMETER —�j I r �KITCHEN I 3 00 TVB-V4'ML MIR 1 m LL� ® I w S IS, . I BFlarn Rau V-2' 5'-8' VR � 3-01 I 1 �— REAR eF.iLEMVaREO REFLECTNEWHITE 3'-8' 13-1V4F rnnTaneFtm 248 2d80 ` /' 10 cl o,a'nc I Ga1To� � � I rn GREAT ROOM _ ped FROM � 7 y fif 1 I I _ BEAM BELOW S CL&HT.W/ I R�To 09 IDEARp2 m H W.I.C. r BEARING I I 1 T STEP J�CLG -t , -"M - W a �mo-vi ML I®R Pin BEAM MW POST TO saov If 1 c Avow o 7nl � N J wQ+ pU 1 s § 1 1aaQ 0r�l000��m e � H rA nan MBTN CLEARANCES ATILE IP 1 t� _ EF !§ E14tM� t 2480 -N6H ' I INTIK ti M o a ro '1II� b'_ 4 v�nvt><uoa I V-Ed 1 mon HEADER I O -08 r1A9a�RYaO u ® f Z L -v 2x0 F.I.o G I -3A'FEE. 1 I I I O"d I �. y� p', BEARING WALL® — STROKE , N o pq1 D -R— 1——— — L5§— — The condoconstoctantion type L o 2 � ��? �[E 2� I ¢YAW - _ 2�0 _ 2�. rleslgnatlon shall be U Q P �( —_'_�iF04*}� R &SFEIF w".m^r•111 IV"or-W `0 9 � i� �j– �------- C - ---t to indicate the construction • BOLT-N CADS ENT Y I 02M TO 4 4' G(f IMP,V4' classification of the y H N a r TDB 8 9 O it I BEAM BELOW ' 0' SY9LKiN structure under DESIGNATION FOR STRUCTURAL • c 880 F A WALL ? I I zno RRA W� °y oa LAUND. cL–p� section soz of ane BCNrs • U COMPONENTS THAT ARE OF OW Bo RI I DIN NG F` ne 2xD C,L O 18• TRUSS TYPE CONSTRUCTION c STEPS OwC�RACf I m it I w/v T. IS RlrN= ' "F^ ' Q r itODR FRAMIND.W DLBDIND AS pCryC. I 102xmo FIR ffMNG Iffi IDR : : Gf RDERB AND OFJ1M9 `�-` • G J rr1�tV v I uR^ ROOF FRAMING Cl 5i 6'-4' b 15-6 6'-10 /T 42X96 PPENgi A I R. x 6' K. 6 x 4'6' RO. 6'x 4'6' 13UfLDING "FR FLOOR AND ROOF FRAMING t� $ SET TCP CF YB' MR1 Z STANDARDS AND CODES ABOVE AFFF888111 nFRr� 3'-s I 3'-r 'WROOR -OB Q o A 4'-S 4'-f FCA 2626__.jTPANs(7M O cE h� N G ABOVE T-' 1T-6' 0`6 r� p I MM/ // 6X6 10 i ' 1 °� ' 0 �J 80 V TZ FL JPs O M.Cc ae0 SHRES -08 6'-6' BY 6'6' IYQ 4 + COVERED Nore T– – THE GARAGE SHALL BE SEPARATED PORCH 7c I �W ARESIDENCE S/ AFR ITSSATTIC r I - - -- - -- - -- - J r CO F.R. AS9B. v 1 1..FR.US'1' FRE I III - TM CE RTFFS THAT THESE PIANS WHIZ x I I RATED GYPBD ON WALLS,®IDE ON 1 't' PREPARED LEEM MY OpifL`710N AN) b Q I I GARAGE SDE a Vr THCIC TYPE x I I � � 4-6x6 TS W/�AL � �iNBON AM TO THE BEEP OF MY tBYI OPPOSITE WE F WALLS)CN I 1 stlPs TO POST B S Al`D C S JImae fAL BBaer WITH WaSsaW r 1 OPP09TE E� WAIL I I I I (TYP OF S�OEi� VA33 LPFNFOFIMrH of Bit=ACCE la � 4 HE PPEV84TMYORNAM THE CONSERVATION CONSTRuc I N OOWE 0 1 OR-VT ML HPI I Q DRAWING . . . 1ST FLOOR PLAN CHIAA �L �_JL_ rl, E C� E I �V E BRACKETS - 4x�AR 9-8' 1T-4' 8'-0' 3'J 3/4' '-10 V2' 3-9 3/4' W-6' 106' �� JUL 2 7 2022 PROJECT: 6-2 VT 6-31/2' 5-31/2' 6!-2 VZ 9-61 13'-0 G-0 Roberts Premier 231' 1 4T-Y Developement LLC 64'-0' Southold Town 910 Glenn Road, Southold NY 11971 4 1 2 Board of Tnistees A O7 DATE 7122122 PROJECT NO. 221018•Robede 1 FIRST FLOOR PLAN DRAWNBY MS A-04 SCALE: WIT0 CHECK BY. MS BQm ROOF IRT SIDV.L BE.WHERE ER WALL AND iRESD134I1AL CODE OF NYS PENMElf AID VWMOUf A FOR OV RCLR ENT NOTE NOTE SYMBOL LEGEND NOTE VZ CdtPSUM B0.RAF®a ROOF E IN ROOFI SLOPE E On EVER 7FEE 6 A dQg ROLT �G.Ar_11(F G LND OTIER THEN THOSE RLRXAED FOR OVERCIPiie4P FEVY WCCO BTAA a ML7'IG TO ff SPACpFD-3 COATS M41 ON ALL CHANGE N ROOF$OPE IXl DFiECRCN:AND �-E06R1OR WALLS ARE DESIGNED A9'TYPE D R'""BBIEDaxGS IADEROWIG REPPR ALTERATION, PROTECTION SMOKE ALARMS SHALL PE PBLARED TO BE ' OWNER RETPOtSBIE FOR OR06RMG SOL IEHT TO 0 SINGE a MLTFLE STATI SMOIQ:AWRa9 ExRi WALLS TO ff FSAOvID oB� SPRAY FOAM NSLLA7ICN N ALL CATHEDRAL CIDBe(i4 DWG N0. PERFORATED SFEARWAi i a SB.ECTm BY OpiDBI PAA1O Ph'6L HOT CHE K FOR Ei CAPACITY OF SOL MID WATER D(PG WPLB TO RBAaN WALLS a calm GVW AROLM)ALL ROOF OP132M FLASHING Stall CHAfLDE OF OCC FANCY.ACOff=OR P80CATI SHALL BATTERY POWE OPERATED WHEN t45TAL1ED N BLDNGS BE CORROSION RESISTANT IM N"23 QAUaE) SFEATIM TO EE MN 1?WOOD STI EILRA1 ��ROOM 8�..HANDRAIL ON TABLE I.EYEI ® CARBON DACrAxDE➢ELECTOR 9.01 7TH agy4 SPRAY FOAM PBLLATI N ALL FLOORS OVER LNODICRIC430 BE F'<1IN0®WITH SFx1f0=H.AVUrS AS PLS BY W'fTNM CQ,4.1BRQfd.POWER OR AN ON-BTE EECIAIO.AL S-Vr a MN TREAD 1E 48 8 SPRAY FOAM NSU-AT1CN N ALL FLAT calm Vr MLtSRAE RESISTANT GYPSLM PANELS ON DOHGDR ATTACHED W/SO APPENDIX J POWER SYSTW OR N SILONG3 THAT LNOEROCWG RFFAR NY!QTNSTPaATRON ALL DPDSB7 FASCIAS a TR IA TO BE OOMMC14 PALS O e'QC AT PANE_EDGES MD AT LEAST ONE WE!)F STPAWAV. CONTRACTOR TO FEGRADE EDSTING EARTH PROD SPACE SQ RAGED a SPACQIDS COATS ALTERATION,CHANGE OF OCCPANGY,ADOfDR CR HMIRAL FIGHT NOT TO lE I6g THAN ®100 CFM FAN WARM WALL � •� SPRAY FOAM INSULATION N All FLOORS OVER QfE31E M A-04 MW fE-OD ALL TL04 StDWELS OPPFED BY AL1M 12 O.0 N FED.EXIHe(R SFFAMDO SWILL BE N Dilly CCDSTRUCTI,TFE RECUR®9NC1�AL.AR.19 RflOCfE7J N A(YD]RDADILE Wffii APPEII7DL 1 AWAY FROM THE HOLSE MAINTAIN MIN W CLEAR CCNfaNx)lS FRTCM BOTTOM FLATE TO TFE 34'6 DDT MORE THAN S®'ABOVE FROM BOTTOM OF NEV SONO TO GRADE aE6:l !>PRAY FOAM NSU-ANION N PD1 EXISLOR WALLS. SN(S a WC N BATHTOOM9.OTYPD ALL VALlEYB,CFiFEYS BCYL1GHf8,EAVES AND bTVdl RECEVE TFEPI PMMW POWER FROM THE BLDDNO 831142 .EUt.f STAIR TREAD N]StNG.HANDRAIL SHALL X POST TER1,MTION TEN PA FR WALL RAKES TO RFL£VE 9TOPh%11APD'LEAK BARRHG LIPPER TOP PLATE,W11H ALL PANE-®CES WFNG WHN SLI;N LWRNG B SERVED FROM A O00,11E LCIFL CARBON MONOWE A APALS SAALL BE INSTALLED N HAVE A F'EU+IE'IE7 Da4SOP1 OF AT � ® HOLD DOWN ME SHT N-01 SCALE SHR.NO. BY'GAP OR APPROVED ECJAL AT ALL EVES a OVER FRAMING. SCLIRCE OR AN 04,4TE ELECTRICAL POWER MWE.1 ADD DIETING BILRNSS UN aRGON3 REPAR ALTSWTION, Q7NERACTOR N V67FY MR O BE FLOOR CS-YdP t® lFAST 4'a NOT OAEATEA THAN AVT RPDQ•$.WEND leDELiIAYMENf 24'PAST lFf HOEDOWNS ARE RECIWAL AT EACH BD OF Wt♦r31 PFAAAY HE BATTEN.W RNG SH SHALL RECEIVE CHANGE ACCORDANCE VATH ACY,ADOf11C,LR FBACIx)N N W/AMAX CTOSS 6EDTICN OF 2-V4'. SOW tEADEi 5_A41 SELF TO EE f2>?.xe UN4 TA TE.fHRED OL4S5 (�T'RM*5 7 wood ehwhrd-a -To se FROVOE N caum E sac,TO WEATED SPACES. AS NOTED aSOE 71@ EMEWR WALL LAE W TFE Bl1lDtNt FHEDRATm BEAR WAlL HOMER FROM TFE BATTETf.VrRNO SHALL BE YdTTi P.PPS•OIX J FASIBEi9 E t>70=77 GELD ISSUED FOR: DATE DESCRIPTION 4 2 722/22 DOB SUBMISSION FCA2646 E 2W RO.SVx4'6' uEffPORCH BW+ _ --———————————————L—————————————— I ———————————————— I 02 8 T I I � I I REVISIONS BEDROOM#4 I � I NO. DATE DESCRIPTION 2x8 CA m to 0 ` L I N (F-O'AFFN. ♦ I 3'6' 3 6 V4'2' OF TWJSE WALL BBDW —————— I `-------------------- I >5 � � I I � I I M I 1 Im R � "v b {8i 2668 ¢ I ''y tihh b N zu I I 4'-10' T-6' T-6' W RH Da 8E RR s ALL-(TTRIMMERS o a 3 o I = m pg � GAME ROOM ® I f � zZAd ACCESS 7xB 0,1013'OA � 13'S LI.d r I I I `o v 6'-2 V4' r I I I I • o -°�ir�L�l�- ----'-� I r I I • c ------------ ------ b 1038 IDH. mam wa Oe DF HUE WPU BB.BW . <' p R BATH r--------- -----------� • ><— " — H FryryS ry6 ---- y y r— c R�.G 6'x �.-�y—a N O ❑^ I I P 3'6' Z 4' 2 4' 3--6' p'-1P i lm R � I � EJ I e I tr ECEIVE J U L 2 7 2022 �°F�'1�� s BEDROOM#3 —_—__---___� THSCERT OE ff POFS41 BBAW PREPARED LN THAT CER My7}EE9r RP72 VSE A KNOWLEAND DGE. AND TO THE BESTS ATL 09 2x8 c t o oc /2\ Southold TOW71 LA� ��q JIDGB.t37f COtRLY VATH THE LATEST ariP AFF). -0S Board a'Trustees ��FPEGFRiEVBNRI,BLILDING caoE OB FDR PDD TIE NEW YM STATE ENERGY CONSERVATDN O NSTRIICTIM CODE. I-GAZU46 I:2W R0.5 V x 4'6' DRAWING RS122 V&doW fA Ptatoom, 2ND FLOOR PLAN Widow fd proteWim ad be p-1ded In eooadaroe wBh SecBoru RM1 end R3M me dt ft�HA where tM tOP"U.0 of aA%aaob wadoa f, opa It boated bo t 24 Mee can e.0 oe."Bo Ihl tied Iba ad Geeta men 7'2 nm&,CM aUd ebawe B»BNaAed goob bLftu ft paeEUbwhw.MA�wfmhea o of the fow0v i OpaeeU wtdm wIh opati ga that WJ no eluw a 4iidrda ater and arae CM to T»tlw h bw PROJECT: 5 S tb opo t Ia h to Lamed opaed poehon where 2S4 3a� P Opa.UB M-d—Bet—"m'Id°d wth w p—anibn Roberts Premier daioa*But="With ASTM F 209& &Opereole wtdowe mat ere w-Aded win who.opaf Mw 1 SECOND FLOOR PLAN d1,11.""'°° w��°"°"" Developement LLC �=Wr mw°0"ft OonW de's' 910 Glenn Road, A-O5 SCALE: V414-0' Z Nawow ePerta aaNd rakes ehel-Vro wth ASTM F 2(190. Tr warow opedna omtrd aeMoe,after FS.to mese the Southold NY 11971 omud dw'I"d1owfia Ba whmw to toy opeA du7 r t rad- Be rat deer openly orae of Be whdo.WI to hsa Bra Be arae wbod by �RSnz1 DATE 7122122 PROJECT NCL 221018-Robeds DRAWN BY MS tD1E FLASFNG BALL.BE INSTALLED AT WALL AND RF°DE'Tn�� P�'gNT� A NTNG SNTCH NOTE � SYMBOL LEGEND NOTE CHECK BY. MS iPt GYPSIM B0.ITATD d ROOF INTERSECTIONS;W ERE EVER THERE B A AL$ B81s1T" .61.ABM5 OTHER TFBN TLDSE REfll1RBD FOR OVBiO.APt9dT NEW WOOD STAR 6 MLN&TO BE ALL FOCTB'ix1R WALLS AM OE��AS gYPE P Nri87 FEMOf�LE FOR OFLDBUNO SOL TEST TO B(r&WALLS TO T *B� STRAY FOAM NULATON N ALL CATHEDRAL CE LNM SPAA(LL1�9 CUAT8 TAW oN ALL CHANGE N ROOF SAFE OR DAECTHOtL A1D FO44RNG BIADN S LN Na PEPAR ALTERATION, PROTECTDN 9dDl�P1AR.2 SCOL BE PEFAITIB'1 TO BE SBECTED BY OAtSi alA7(.F Bi FIGT 0 SHM A IAILTPLE STAIM SAGE ALAMS DWG NO. WALLS S CEUM.OTYPI AROLM ALL ROOF�N&&FLASHNG SFWl PBTFOMT®aFMWAl1S &V4 B MN 7fl'cAD OB'iH BiPLL BE O[tK FOR BEAdNa CAPACITY GF SOL AID WATER fD9(i YLW.S TO RBAAH e SFEAITHNG TO BE MPl VY WOOD 9TRUCTlPAL CHANE OF OC17.PANCY.ADDfTDN M R(B.00A7DN 9iA11 BATTBTY PQ%E R OPERATED WHEN INSTALLED N E e ONGS TARE LEVE. ® C1VN[DN MC1D)IlE OEIECiOR 3AO�OETBCToi BE CORROSION R�TANT OAO"7S GALli9 BE ROOVD®WITH SAO ALARMS AS REOL.�BY WTTIOjT COAISU&POWER OR AN SITE E ECTMAL gT ATL FPAD ROOM 8-NT.FNNHALL (N BifB SPRAY FOAM NSl1ATIDN N ALL RAT CELNGS PANla9 ON FJR73tOR ATTACH W/BD tEw coinTiIICTDN L'_. '.7 eB�T! SPRAY FOAM NSLUTION N ALL ROM OVER l 1/Y MOISTURE PE93TANT OYP5A.1 ALL EWOgD FASCIAS 8 TRIM TO COMMON tN1.4 o S'OC AT PAtB®OE9 AM PP'B'IDOf J POW�ff1 SYSTEM OR BULCAIIS THAT LADBi"R9'AR AT i P4Ci O!'c�E CF 9TATLESS CONIRACTON TO RE-GRADE Ef®TPx3 EARTH FiPCI SPACE B6(TAPED&SPAOQID-3 COATS IAIM POWER SOLE ALIS RATICK CHANGE CF OCCLPANCY.ADDITION.O1 mpg NOyR NOT TO BE LESS lFH^Al ®100 LftA FAN �PPaNO WALL. P� w8$Y SPRAY FOAM NSWTICN N ALL FLOORS OVER OUTSDE AR MPO�iD /LLL T11B5.SHWIBYS CAM®BY ALA, 12'QC,N FBG E)(I13tCfi NE,,TFLNB t}iN1 M 94'8 PDT MOPE THAtN 9G H30VE AWAY FROM TFE HOUSE MAMAN Mf,6'C1Fi1H e8$j SPRAY FOAM N&LATDN N ALL EXT6UO1 WPll..9. N NEW OOSTRUCTDt1 TIE REQUIRED @.DIS A-ARMS REACTION N ACCORDANCE WITH APFE DD(J. SNITS 6 WC N B4lMGCM&I TYPN ALL VALltl9,Ot.TEt$SI(YH1CliT8 EAVES AFD C(ANIA1Dll5 FROM BOTTOM RATE 70 TIE SHA L RECEIVE THEY PRIMARY POWER FROM TFE ELI DNG M 4_SMNG BLL DNGS STAR TREAD NOSNS IWtLIiAl SiN1 FROM BOTTOM OF NEW®NO TO CiiADE x POST TERMINATION NEW PA RA WALL PANES TO RECEyE STCFB.DIrAfm'LEAK BA9:m UfPHR TOP RATE,WITH ALL PANEL B]OES WRING WHEN SUCH WTNO S SERVED FROM A OhTvfRCA1 CARSON MON OWE AL.ARMn SHAD.EE NSTALLLD N BY'GAF'OR APPROV®EQUAL AT PLL EWES 8 OYHT FPAMtA So1RCE OR AN ON-67E B.ECTRICPL POWER SYSTEM AND DNSRD BIA.LPI&S UDDROONG RMPIfV PLTBTATDN FIAVE A FBThET>SR lP AT O(NIRACTOR TO VERF'Y EXSTNG FRST FLOOR 0 FIYD DOWN SEE SHT N-01 C9-YN — fiAKES fD(n3•D lNOf3bAYM817 24'PAST THE HGDOV*S PPE REOPLD AT EACH ENA OF WHEN pRMARY POWER S NnpFdpTM.SHALL RELiDYE CHANGE OF OOCIPANCY,ADOITIOPI OR RaOCTUN N LEAST 4'NL PDT GREATER THAN B-V4' WNDDW HEADER SUB.Mf,80 TO BE 07x0 LINO. T.G. Tf9.f@ED GLASS SCALE SHR.N0. PSDE TIE ExrE RQR wALL LFE OF TIE INI D+d& PERFORATED SEAR WALL POWER FROM THE BATTERY.WRM SIHALI.BE ANCE WATH APPENDIX L W/A MA%LAOS'SECTDN OF 2-V4•. FAS e'®OE P Fa B�PaeD eTO BE PROVIDE N O31N(5 ETPOffi1 70 LW£ATED lPA� AS NOTED ISSUED FOR CHAPTER 11[RE]ENERGY EFFICIENCY DATE DESCRIPTION TABLE N1102.4.1.1 CR402A.1.1I 72222 DOB SUBMISSION AIR BARRIER AND INSULATION INSTALLATIONa COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A continuous air barrier shall be Installed In the building General n bUjn,ments envelope.The exterior thermal envelope contains a Air,Pemtaable Insulation shall not be used as a seallegmatedal. continuous air barrier.Breaks of taints in the air banter shag be sealed. The all talrckr In any dropped telling""safe"Shall ae aligned with the Insulation and any gaps In the air ba,for The inwlatlon in any dreppod ctilinghsoNd shall be Ceffinglowe sealed. aligned with the air blotter. Access openings,drop down stairs or knee wag doors[gun Conditioned attic spaces shall ba sealed. Cavities within Corners and[Mader.of frame wallls The Junction of the foundation and silt plate shah be sealetl.shall be insulated by completely filling the cavity with material having a V/abs The 1—tion of the top plate and the top of ewerim wa:is thermal cesistance of not fess than R-3 per inch. SQ 'Q shall be sealed.Knee wags shall be scaled. Extcrlor thermal envelope Insulation for framed wallsshall be Imtolled,in N tQ substantial contact and in continuous alignment with the air barrier. F __ __—____—___ ___ ___—____—__—., YAndows.5kY11gMs The space between framing and skylights.and Na iambs of ' F I I I I and doary windows and doors,shall be sealed. — I I I I Rim foblu Rim Joists,Shall Include the air bonier. Rim joists shall be Insulated. 2,10 HR O V OG 2x10 RR m 19'D.C. t� I ]_a,7.RR o C CO._r 2x10 RR o 5.OO I Flom framing cavay insulation shag be installed to REVISIONS I U �� — '� Ficins Including maintain permanent contact with the underside ofs.bfl-r decking. 1 I o I _0• cantilo arpd The air barrier shall be installed at any exposed edge of Alte na[iwly,foorframing cavity I la I floors and ft—above insulation. I...I.Uon shall be in centact with the top side ofsheatting ar continuous NO. DATE DESCRIPTION garages. insulation installed on the underside or floe,framing;and extending faun the I \ qa ballon to Ma[oD of allµzrimeter Roor framing members. Exposed earth In unvented crawl spaces shall be covered Crawl space Insulation,where provided instead of floor ,A Crawl space walls 1 with a Class 1 vapor retarder with ovccla➢plop INnts[aped. InsuUben.shall be pertnanentEy attached to[Ile walls. I \ I to 3 I Shafts,Prnetr 1— D.Ct shafts,utility p—trathms,and But shafts opening to _ -—————————————— ————————————- `p9, � axtedor or uncanaldonod spxcshall be Sealed. B alts to be Immilod in narrow cavities shall be cut to fit I X 3 i Narrow c-ldos — or narrow cavities shall bo Rued with insulation that mYtstodiation readily SECTION U103 SOLAR-READY ZONE I conforms to the available cavity space. I I Air sealing shall W provided between the gorage and — 2xt2 SLFBER Garage separation REIMI Gama[Naw Method cre-end two-for y d UV% and I I toneiL, d Spaces. multiple ebd&4u*dwdhp (towiJmeol with flat Ins than 600 'P I Recused fighting Reces,ad light fixtures Installed In me pudding thamtal Recpved tight fi.tums Installed In the buildinq thermal spume feat G&74 e,2)of loaf vee alerted between TOdepees I Q —� I envelope shall be sealed to the finished surfaco. omtloDo shall bo airtight and IC rated. arid 270 baa° of tr,e rcUl °hnl comply xlih S°°tl°n Ug92 ��' '_ —— — I In e+[odor ways,ball insuiatlan shall be cut neauy to R through��' I o Plumbing and wiring — around wrong and plumbing or Insulation that en'mtaUatron,—thly Exoeptlaroxtin E F RR y TRIMMERS o I canto—to ovallable space,shall extend behind ryping and wldog. Wrings wits a parrometdy Instated on-do,renewable I AT EXTERIOR WALL MR)) I The air harrier Installed at exterior walls adjacent to I I Btnowerl[ub on exterior Z A b ayDlem vd 1 ..It showers and tubs shall separate the wall from the shower to Fatcdor walls adjacent to mowers and tubs snail Dtlnwia[ed. 2 A bUdO tr9h a aoorKmdy lore @tat o m5xned for love den 70 I b'L7NR READY I tub. peroeid of 16ylMt MPs emote y, I I EldcvlcaHphono box I ZONE MBR 905 SF Ton elf nica do shalt s.Ahe`ed Mynd a valed b and UO9S Sdorrmdy Sore area I A• ) AS PER TUI RC I I on exterlorwalls communication boxes.Altennndvely,air-scaled boxes shall The total oder dy zone vin del be lot tem Itme NO oWve feet 'lT S T s I be installed. 0BT m I e[d .of nendetvy acceav v art bode ereoa m I I 1{VAC supply and return register boots that penetrate reQ.ded by fie Mvmtlmd Ito Oada.New red"".-randy,dwe0� I HVAC rnglster boots building thermal emrelope,shall be sealed to the subfomov U-11h x[-1.0 IrW etvoa a less h h r above grade I i W ML RIDGE I all covering or calling penetrated by the boat. pone vd Wih a total fuer vee lass thIn a eqN be$DOD aq..feet I Whore rcqulred to besealed,condoled fire sprinklers shall (SSS m I per dweing dal have a sola-a y zone mete of I beg if-150 eaive feet(1a94 m 1 Thr My-moor fora del be I of I 0 may be sealed In a manner Nat IS rdcLmm[mded by the E r, DOLELE FRIT 8 TRMAHie ry Concealetl spdntlnrs mamdacttner.Caulking or other adhesive sealants shag net — m o a ovt le. o1 atom not lam 117.4 6 feet Itb2 lot h width and I lot tem then ell ePmo last OM m I to Code. o1 eooms v gel Damt I Z,W ftp o ia'OC. AT EXIEgOR WNL(TYPI �� I be used to ill odds between rue sprinkler cover pates and vein m regrind by fie tttanatival Fye Odds. � id'ML F✓OC£ walls m ceiUngz. �v L=4 Cb*LMbls I 9oly ft of mins dml be flog bun-qA- ,L Ind lm wt not mind to vada ahhmya eiW mofYtaunfad e,ppred. I A® I 'C Q UO75 Prof bad coasrentetkn I I t I i pi I�• U o The abuehtd deign Leda for fool dead load rind root Ive bed&A be I 0 O a coaly hdmted on fie aorstruell.doazoada I II II II I qa I f • U109.B Intaterr-lm pathway.Co-huotion d.—.b pkftW from th hr-dy—to nn edobm sawloarouding of ovtla a I II]g II II ]¢ II I _--� 0 pard v oaroa taI water rydem i 11 �f 11 .it e 14 The itehR e�triced avbomvite r peiiN elan Mve a rmersed space[o ebw I -0,I d YIO� '�r 119 c) I ' hatalaton oI a diel pde dauP . ry NAP.mbr eoctrb11 1 'I.i A I • twtelattn tip clot be MGM'For Future Sder EeoW The rmerved Y-8' IL ___ c [pace Bial be poidxed m qa r—————————r— In of fatly beetle.or Itch eMB Ooedl tie 4vn Ire n. I J,� 2Q ? y,Ya 2x Stffi-Hi I ———y� — os A per Cvmhucgon tdounonot6fl r101are. I I I A pvmmont aedAoate.HdonttO be atWd 11001 zine end ogler ramaMitlmE N grater erebe7 other er nev too dg.b the I I I Ixdbr a registered ambit Rotma� � m W 6—=---_---_ I I S I I 2•_(Y p\ J'F, �' I �— ----- ----- —J S1 N dw d I I I ® yt• d e 6 I _ I I X I I 2xD RA o S QO a` 2xO RR v tS QO &O RR®18.01— RR RR m 16'C. �Op �` I I I I I I I F--——— ————————————— ---- ----- ---- — THIS aRTFES THAT TFFSE PLANS WERE PREPARED twat MY DRertnON AND I I I T ANDEST OF TO BNPROFESSIONAL JI.OGEMENT COMPLY WTH TIE LATEST I I I UFORM FIRES PFEVMTXXX BUILDING OCCOE ND TIE tr:Vy YLiL(.FATE B-E I I CCSEIYATON COtSTRI1L-ION 11 OODE DRAWING IV E ROOF PLAN 1 ROOF PLAN A-0R SCALE: ver•=r-0• �� J U L 2 7 2022 PROJECT: Roberts Premier Developement LLC Southold Town 910 Glenn Road, Board ofTrustm Southold NY 11971 DATE 7122!22 PROJECT NO. 221018-Roberts DRAWN BY MS Lyng RASAN3 SHAD.IE ISTALIM AT WALL IVO �¢ fiE9DFNnAi OOfF a NYS �LMANE f Ave WITHOUT A DBCONNECTM SWATCH NOTE yOyE SVMBOL LEGEND NOTE I CHECK BY. MS t2'GYPSUM Ba OPPED S ROOF N N ROOF SLOPE E OR EVER THERE B A ALL EXfED10R WALLS i c A�pEgQ.gy AS•7ypE y .61�BG♦6 OTFf3i THEN iFDs^c REQUIRED FOR OVEiCUM tEW WOOD STAR A PALVa TO BE OWE PISP011�LE FI91 UiDEiNB SOL LEST TO EM WALLS TO BE REMOVED *ILM SPRAY FORM NSIATION N ALL CATF®RAL CE LIM SPAL1gID-9 COA S M W ILL[ CHANGE N ROOF SIAPE OR fRFOi10Fl;Ave FJ45TNA BULON(S LICERGO a REPAR ALTERATON PROTECTOR SMOKE ALARMS SHALL BE FffA7TTH)TO BE Sg�p By OWI'Ei e/AX FIBER FET O 3dEE A MLTRE STATION SMOKE ALARMS DWG NO. PERFORATE)Rf_ARWALLS CHECK FOR BEARING CAPACITY OF SOL AND WATER • SPRAY FOAM INSULATION N ALL FLAT CHNOS WALLS 8 CHNaS.(fYPI BE COR ALL ROOF RESISTANT O FLA.9M SHALT- SHEATHING TO BE hq4 VY YACD STROT(AHL &V4'6 MN TREAD OE'M SHALL BE TARE LEVEL ®OOM 518�HANDRAIL ON CJ3SCN A10PD)1/E OETETIOR SMD OEIEDIO7R C{gI1rLE OF OCCP/NCY:AOCTION M iRLLOCA710N SHALL BATTERY P Mvq OPERATED OR N CN-GTE N ECTRCAL EXTGL ff CORRDBON REDSTANf S.gU.lM 28 GAl1CiD BE PROUD®WITH 3MOifE ALARMS AS REGIRED BY YMTIOIJT STEM On N RDWEi OR PN CN-ETE EFOTRX7t1 9)MR WAD VZ TAFE)E iPACKA)-GYPSIM PANE.S(N FMETOR LC AT PA L BD APPENDIX0112 J ALTER SYSTEM N N BIR.CaS THAT UD�10 FREDAR AT LEAST CNER.LIE ff AIRWAY. SPACE AIL EED BY FP9CAS D TRM TO BE COMMON NA39 a E OG AT PANS tDCfS PND FaiCt12 POWER a-x lots CCORACTOFi TO RE-GRADE D®TNCH FARM RTCs NEW a� SPRAY FOAM II SLLATION N All.FLOCS OVER CUTS E AR tX1 RAFB]8 SPACKLE)-3 COATS WVIN O HGHT NOT TO BE LESS TFWR ®X10 FFM FAN ag$S SPRAY FORM INSULATION N ALL FLOCS OVER ALL OUIS1) PA ClJ�BY ALLM 1Z 0.C.N FHA IXTEgCA WfA7FgfG 8WL BE ALTERATION,CIy+1a;�OF OCOlPNOY,AWOK11 OR AWAY FROM 1I£HOUSE MAINTAIN Mrd 6'CLEAR MN IHW ALL TUBS,SIROWUlS N NEW(OI57RUCnRfa IM REQUIRED.FROM HE ELL an 4p EiA N a BUI ne ACCORDANCE W1TFH Af'FHODC,L Sot 8 PDT MC7E TFHW 98'ABOVE MW RC WPi1 a� SPRAY FOAM gl4LRTON N ALL EMHgf1R WALLS c A-06 ALL VALLEYS,Crr�s SK1t1(fiTl;EAVES ND COMId1OtS FROM BOTTOM PLATE N TFHE SWL RECEIVE TI�1 F'RhfAHY POWER FROM THE&LONG an as FfaRTNG Rin n a FiiCN BOTTOM OF NEW 9)NG TO(HFHAt7E St8[S 6 WO N BATHROOMS(fYPo UPPER TOP RATE,WITH Al PARS.EDGES —'�-� —M STAR TFFi1D NOStQR WRtARPL.HAL. X POST DOW TERMINATION FEW RC FNl WALL RAKES TO FgB�VE SfCRMal1ARD'LEN(flaTNER YVi@XR NIEJ SIOH WTIIHT B SERVED FROM A G.]MvfACP1 CARBON MON07mE ALMA SHALL BE NSfALLID N HAVE A pHU..ETER 054719CN OF AT 0 HOLD DOWN SEE 54iT N-01 BY'GAF•OR APPROVED EQUAL AT ALL gram OVER ` SOURCE OR AN ON-STE ELECTRICAL POWER SYSTEM Ave D7SFM 6U.ONSS LIDEi6ON0 f�AR ALTERATION, CONTRACTOR TO VERIFY ENSTN3 FR4T FLOOR CS-W� FOLDOAM PPE REOIRED AT EACH ENO CF [FAST 4'S Nor CiiErkTEi THAN 8-VL' WINDOW IiEyDHi SSS Mrd TO BE 022®UNa TA TE.PER®OLAS9 SCALE SHT.N0. R W,M ET(TEO LNOH+LAYhETf 24'PAST THE VAER PRIMARY PORYER E WatRUMIED.SYdl.FiEDEVE CAM OF OCCUPANCY,ACOITION OR RE.00TON N W/A MAX CROSS SECTION OF 2-V4' C deems��t'� .TO BE RiOV�N LH1JG5 E7POS®To[MEAT®I�Affi CSCE THE E)QEROT WALL LNG rF THE BLRDNG. R3TFCRATED BEAR WDLL POWER FROM THE BATTERY WFUNG SH/LLL I£ ACCORDANCE VMTH APPBf000 J. FASIESiS C FDCf Y FED AS NOTED ISSUED FOR DATE DESCRIPTION 7/22/22 DOB SUBMISSION REVISIONS NO. DATE DESCRIPTION 2'-6' 8'-0' 32'-0' 6'-0' -6' 2 6 6-0 26'0 CCW RJ)GE YL 0' A'-0 7/8' 2-111/8* 14•A1L RDGE 6'-0' G-0' ,l T/0 RIDGEi4•Mi IDGE 1�� T-8' 12 '12 12 12 72 12 g $O� 2,,6 CT 0 32 Of- 'q D a 2.6 QT m 32•QC �O 0 Q FFER THIRD �COND LEVEL PLATE HEK�ii �$ o LFFea TH O QP 12 ATTILl C ATTIC 6 3/4' S Q 3/4' G5 ~s l SEM LEVEL SUBFLOOR W r I _ (3DIFV4'ML FORIA AAAAAAAA,l r r ZS L MAN LEVEL PLATE HBGHF 4 it u iffy m DROPPED LVL Y ' 13 6' O a COVERED p f • m 9 a ENTRREAR ENTRY COV h, PORCH'B' GREAT ROOM r2 COVERED., COVERED POR 'A' ? a5 DV NjgGj M PORCH'A' ' u� PORCH'B' T zn � ;4 3//4'TT& S�® *7/w Tu R im o s-O.C.rm SERER i i e 3/4T&O SUBFLOOR — — • E AND '' _+ MAN LEVEL MUFLOOR E EV.V 5) GLUED AND NAILED =1= 1F7/B'T.LL R JTS 010'QQ 600 0, - - _ -1= - =1-I '^ - a -11= _ _ `n - _ . a *'IIII=1111-III-Iln= =1° �S IIxITEC=IIIPAII=L-it=11=11=LTIL=-=-IL VIII=1�n=1711=1711=11u=1 7/8'Ta R JT3 o s•oA M SB r/B•LLL R Jf9 o s•oG(270 EBI •III=1111=FIi1 �=1111=1111= -IIIL=II�dIIL=Illi=1111=III-1111-IIIL-III- I-III=III=III L- -L=L- II=1111 IIII- L AVERAGE BADE(BEV.9.0'./) o i1 L1i111Ti� ° I=11111"' '=1111=G1 ' ' 1111=1111=1111=1111=1111xn^-'TI-1111x1111=III= - - "'11=_fi'1rtu1 L-L- 1111-1111 11_11=1111' IIIJIIIJII o, ,A 1111=1111=1111=11117111x' _.'"'3111x_1111 11=1111=III =1111=1711 1112=1111' 111=11nxln IIIlxllll=lllL=-1111=° - - 9=1111=11 III=11 =m1=nn DROPPED L� 'M xm1_1mx n1_111f 1�11J=1 uu=ulli 1= pill, 11=u11x =11r 1n - DRIED LCL BEAM •1Lxm1�Tn=ILII=1111 . 11NO A 'lli1=1111 1111e1i Ll 1111=111 'nBAS a Iil1=1111=IIII=IJ= 9111=IL n=1Ln=1 dll1=1111 ' it-I_I' m1=1u1-m,; =1JG'Iu T�=1�o=n u�1=u�r =1111=11• 11=1111= Ll 1111III= BASEMENT =IIIIe1111=11Il=III -XIII=1 1711=r: �IIII=11 Ili�lllle _r-1IILa XIII-IIT TTI=_1111 II=Irl=1i III=] 1111=i =ren'a, ~s J 3-V2'$TEB-Ca M ON ,!X1II=1111=1)�=1116- T=1111 II=1711= 'III=IT Ij�l 11=1111=III 3-V7 STffi.COLUUA!ON -1111=1111 -1111=II r _1711=_III 111=1111 =1J=III_. 4J 30`x30'X12'CONC FFG I'll IIP11 X11=11' XIII=III =1111=III 111=1111 =III-1111 - •11��a I)=L I=1111= c a "=1111 ETI- =1111=III ° ' lfi=1111=1111=1111? -1111 ,1111= '�=1111 rl- TIJIIIIxIII,, 80'x30'XYP CONC FTG III IIil=11 IIID=III _ _: o W/4 f5 REBAfR EACH WAY -Gle e=lw - Gi=11n R - W/4 f5 R®AR EADi WAY BASEMENT 1111=ni _Tin Lill_ a -IJ=111 0 ao 2i !IIII=II=TIG=III' III=III a 20 01=1111- p1n=n11_Ry= I=L- AL1 n B XIII It OPIAYJ.&4 SRCL B Ic ? 1111111 IIIC 0 =llllalll Ii1=1111=1111=11 €NII=111,? W/.G RATT 6i CL pN [[I-L11 J=iTB=111= m=m1 4'CGNCFLOOROUEFR vYP tavT opptEW =1 -n1 0 4'CONC FLOOR OVER ,e =ILTi=[u=' ni1-m 0440 To IDG^i ODIbS •L1im i1=�= 6 ML POLY MOISTUfRE BARRE R -1T=r-0 m=L= 6 ML POLY MOISTLIRE BARB =111 un=1n ^ T CLEAN GRMLM FILL a 171_1111=1111= =uTi=111 J= =lin_d =u11=1iu=1F ul=lul-' 4'CLEAN(�RMIAAR FL � 1111-nu mD . ° =gn_n% ¢ 11111;,;DUINTLE DRAM TLE otic = THIS CEiTPTS THAT THM PLANS WERE AS FEQD- AS REDD. ARAN TLE AS READ. HLFERYI AND TO THE�OF W AS REVD. aCGEV KNOWLEDGE.Bell AK]PROFESSIONAL PROVISIONS OOAPLr WITH THE LATETT STATE PROVISIONS I OF THE NEW NOR(STATE Lt�o ND =INE PREVENTION.STAT ENERGY DOVE T SECTION C1 SECTION CONSERVATIONEWNCC`WIB � A-07 SCALE V4.4-o' A-07 SCALE V4'T-T DRAWING SECTIONS E E-DD PROJECT: u JUL 2 7 2022 Roberts Premier Development LLC 910 Glenn Road, Soutllold'Town Southold NY 11971 Board of Trustees DATE 7/27122 PROJECT NO. 221018-Roberts DRAWN BY MS RASING STALL BE WrALLED AT WALL AND "EMI"""T CODE OF NYS PE RAANENr AND WDHCJT A DECONECTNV SWTroi N0TE 12 OYPSLM B0.(TARED 8 ROOF KrE RSECT�W.E E EVER THERE p A R9tg11 5.10 AGAIC OTHER 71$R THOSE SECURED FOR pyg I,R IOIE SYMBOL LEGEND NOTE � CHECK BY. MS ALL EXTEiIH WIWS A7NE OE:HID AS•TYPE T NEW WOOD STAR A RALNI TO BE OATBR PESPCS1iE FIDR CROEiNI SOL 767 TO IXTQ WALLS TO BE RBAD1� *E:W SPRAY FOAM NSLATON N ALL CATHEDRAL CEL i 6P/�(LHh9 COATI Af4)ODI ALL CHANGE N ROOF SLOPE OR CHECRON MD FSiFORATED Sf_ARWADS F7STTr0 BULDNG9 LNOE 230M SEPAR ALTERATION, PROTECTION SMOTE ALATM S4ALL BE PE VIT TED TO BE SELECTED 1N ovER Nm FIBER Her O SHSE 0 MLTPLE STATION am A7Ame DWG NO. CECK FOR BEARNO CAPACITY OF SOL AND WATER CHANGE OF OCCUPANCY.A LAM OR SH.LFEID B SHALL BATTERY POW N OPERATE]WHE14(STALLED N SI.CNOB TABLE LEVI. ® CARBON MCOWIE DETECTOR SMOKE DETECTOR UM MW To REI 9.78 SPRAY FOAM M ATON N ALL RAT CELNOS WALLS S CELNOS.Dl'P) ABOUTS ALL ROOF CPBfJ63 FIASfJG SHALL ShfATFMV TO BE MN-V2'NOLO STRUCTIRAL &V4'8 Mt1 TREAD Dl�TH SHA1L BE BE COPROSCI RESISTANT GMM 28 GALGE) BE/BONDED WITH S+IGE PLPRAB A9 REORitED BY VMf1OUT CONMERQAL PoWIR OR PN ON3TE I.EL"TRYAL 1D Af1 HEAD ROOM S-T..HANDRAL CJ 72'M1OBRFE PEs$TANr(TrPSdM COMMON N O01a 6' ATTACHE EL ED AFFem J POWT3R SYSTEM OR N BIJI THAT LI DERMENG REPAIR AT HFASr ONE ME O:STAIRWAY. DEW COl8TR1CTION � a�g SPRAY FOAM R6U.AT40J N ALL FLOORS OVER UNCONDITIONED SD.(rAPE3 8 SPACHIBD-3 COATS ALL END FASCIAS 8 TRM TO BE COMMON NPL9 o C 4C AT PANEL EDa6 AND CONTRACTOR TO RE-GRADE EMSTING EARNS Rrai RMNEW POWER AXwIS RaOCTION I CHANGE ACCORDANCE d=E WPAFOY,AUOIiT011 C1 GAFFED BY ADM iZ QO N FETA FJIHL47R SFEATFfNT SWL BE N INE1V COISTSUCi1C4 HPE PEWPFD SLICE AIAAAS F7ROCTON N ACWPDAFOE VMTH APFB•OD(J. 700AL FOFHr NOT TO BE LESS iFHaFI AWAY FROM THE HOUSE MAINTAIN Aft E•CEM M TOO CRA FAN E7FNI4B WALL �B� SPRAY FOAM NSUATIW N ALL FLOORS OVER OUTSDE AA A-� WACE MW(HW ALL TUBS,M&Wi37S, ALL VALLEYS.CH IA NEYS.SKA)GHTQ EAVES AFD CCYIY41C73 FROM BOTTOM RATE TO TIB gyyL RECBVE THEIR PRIMARY POW 33 FROM T7-E E LWVG Rap d� e n ng 94'8 NOT MCPS TH/V4 SB•ABOVE FROM BMW OF NEW MINE TO GRACE _ SBM SPRAY FOAM NSLATON N ALL E)(T13EOR WALLB STAR TREAD NOSM HANDRAL PRN PA FIA WALL SIMS D WG N BATFROOMS C1W1 RAKES TO REC@/E'STCTMBUARO'LEPJ< OVER TOP PLATE WIR1 Pit PANEL HIQ.9 WFM MEN SLMH VfliNV IS SERVED FROM A COM.ERQAL CARBON MONOXIDE ALARAfl SHALL BE NSTADS)N HAVE A PEUrE�i OIA�90N OF ATL � HOLD DOWN Sfr N-01 (FAST 4'd NOT GREATER THAN N E-V4' CONTRACTOR TO VIiFY ExSRVG FRIT ROOK BY tRAF'OR APPROVED ECTAL AT ALL EYES 0 IICD01RT8 P1 PEGIaID AT EACs END CF RAMNa SO11A� ON-SIE ELECTRICAL POWER SYSTEM MO E7CSRd3 BILC.'C>5 lMIR00NB FEAR ALTERATION Wp•DOW HElV7Ii SSS MN Sttc TO 192x0 UN0. TA T VAIERED(LASS 6 ' $GATE SET.NO. RN(6 EXfC-TD UOILA1tS87T 24'PAST RISE WHEN PRMARY POWER B NTERR FTED,SHALL RECEIVE ZZACF OCCpMDY,ADCRCT OR REOCTON N W/A MAx CFOS9 BECTON OF 2-V4' � �xoo0&UDkl l P� AS NOTED N9DE TFE ET(iER 0.WALL LNE CF T}f BILONI(L F�CRATED�WALL POWER FRCM THE BATTERY.WW40 SHALL BE ACOOfOAFLE WiTF1 AFPIEIX 3 FASTENERS W EGG 72•FHD ATO�PROVDE N CELNIS E41035) LM_ATED SPACES. ISSUED FOR DATE DESCRIPTION 7122122 DOB SUBMISSION r-o. 12 it ML RIDGE z-0. 6 3/4' 14 D 6 3/4' boa REIASIONS NO. DATE DESCRIPTION COVERED 12 eR� COVERED �V � 2'-o L 23W DROPPED LVL BEAM DROPPED LVL BFAM N SOFFIT ABOVE N SOFFIT ABOVE r 8' CROSS SECTION12 SCALE 1/4' = 1'0' ,a RIDGE ENT z-6' 13'-2' 14F SECTION A-08 SCALE V4'-P-0' r1�2 Cr 5� �o- 12 12 4 MIRDGE 6 3/4' ° 14 14D M gr o: 2 12 OG 14 14 g Q4 29° ,D GAME ROOM q BEDROOM#4 1 r2 JRESOLIRCE GAME ROOM103/4'T&G SL LOCH S� � 3/4'T&G SlBFL00R —`�3LUED AND NALED :� GLBJ APD NALED U%MF.1 a 18•D.C. Q X'�\_DROPPED LVL BEAMW 4KD ST®BEAM LPSETI q�p� 24 N SOFFIT ABOVE tY TREADSCOVERED DINING ROOM COVERED MUD HALL KITCHENPORCH'A' ? PORCH'A' ? �P A 4VLx12 8OR * 3/4'T&G SLBFLOCR 4'CONC FLOOR W/ 3/4'T&G SlffLOOR V2, &UD AND NADEI RNM 6x6%1/10 GA MIA a-UM APD NAftED ° 011= 1'' nn=Ln=nil=lFn=Fn1_1.' W/ 119,00=1110 MIiMI= p n=IIII=lin=ltilal _—m STONE CAP 7j� yp 11,00 1=r =uil=rill=uil=li=lin=1u oI� - ^n=nn=nu nn=u11=1in_m=1i11=1Tir=1 — _ — — — =_= MOO 10' 11�Ii1F=1r=" =1m_m1 n=11=Til =1Ti1=11i1=lin. n-7/B'T.U.FL QTS°c OC.¢D BERES) =1i1l=Hu=liu °. HER Ru51 2x10 LNUC, o m=1711=Liu= i=[u=ou , =]=[11=LT =lir=1 liu-11a a 1— Irliu=H 1=1111=�i= 91=nil=ulr=m,, JSTS 1G oc p., Liu=lin=t LM1�I1— Fill=ITT=ITn, lin=liu -nn=liu=i_fil.`• -nu=lily=lin > ill=fur=Ln —un=lin: a=nil=lrlu =nu=u in=lily i=1i11=iu= BASEMENT Tr=ml=!Til=II TM o3RTrFs THAT THESE FtAHti WERE nn_Iu1�14 ioEnil=nn ?=nil n=11= iu=uu—Till 1=un=1 =uFl=ull=GH �. a FT ARIDN AND MC OP BEST AHD ITiI-1111_ - LIIII=1111=111 III-1111=M —Ilii=uu , = pillLiu= n_ir=n ITn—FTI a Q p, 1 fa11n_ &KNOWLEDGE. Aro To T E RFSR OF MY iu=liu=l ° 13ASEMENT b 111111 =l� eof „ITu= L=IT11=1i11.• v° OHN.axtSilasTcnc 2x6STLDS16on 1111 1=1iF1 4-2x1PCR117/8' u=u11=111r NOV&IDGE9SffCODRaFEssa+nL nil=111: (=1r1= - n1=111= /F Bnn BLOgWG AT MD HT. =11n=1il1=n1: nil=1iF1= JUJaeeNT COH•PLY WITH THE LATEST i1=1iF1a1�. nn=liil= =1i11=un. �r r�atATpN 1 ca 6'KY LpC�{ i11=1u1= �, LVL STRNGBZS a m=1�=j7 PROVISOS OF Tf WW YqU(STATE n71=1i1F m-1m= roLOCPt CTDE9 1116"r, LVL •a i=1i11>I ° un=nn= 7�L=Fin.• ffi'x T OONO FTG W/ n IE III- p• (l=_u1= uro�I FRE PREVENTM BU)M CODE =ltir=Til =1i11=_ m=un=1 Aw THE FEW YORK STATE eSRDY 4'COt�FLOOR OVH� CONT.REBM111) 011 o, a 4'CONC FLOOR OVER i11=1ii1 CO�BWATDN OC STRLcrM CODE I_IIIP_I .°1111=1111= IIII=1111. 11=111F=-1111 111=1111- nn=lul..a a=n %i=nil= 8 NSI-POLY MCi5Tl1RE BARR�i liu=y=11'a 6 PA POLY MOISTIf BARRIER p• i1=1tR =1111= I =11111 II=IIII>°• 4'CLEAN GRANULAR FILL 1=�IIL--LII 4'CLEAN GRAMI.AR FILL III—Ls DRAWING DRAN TLE i11=11n —nil=DRpN TLE '11",I! nil,filI I > �Al AS REDID. , Biu'AS REOD. AS f1EQ DRAIN TLE'' "'WN TLE SECTIONS AS PWD. 8 3' AS REOD. SECTION (L_J° EIE IVB A-08 ScAJ R V4••r-0• SECTION PROJECT:SCALE V4 -0' SECTION Roberts Premier A-08 A-OB SCALE V4'-P-0' 1 J U L 2 7 2022 Developement LLC 910 Glenn Road, Southold NY 11971 Southold Town DATE 7122/22' Board of Trustees PROJECT N0. 221018•RObeTIB DRAWN BY MS' �g FLA%M 04ALL BE WTALLLD AT WAIL AND �.¢ EDF P8�4V87T AM W MCUf A DSCQY$7N0 SNITCH NOTE: NOTSYMBOL LEGEND NOTE CHECK BY. MS' V2•GYPSUM SD.(TAPED 8 ROOF NTERSECT10NS VdBE EVER THEE G A R3IGt1 a0. OTHER THEN THDSE RE{ORED FOR OVEFRCIARBdT NEW WOOD STAR&RALNS TO BE ALL EOETDR WPllB ARE I3:SeID AS T'FE T OWNER RESPOF�E FOR ORD8:M SOL TEST TO EAG.WALLS TO BE TECO/® .B-M SPRAY FOAM NSIATION N ALL CATHEDRAL CSLN.S. SPACI Eos COATS MW ON ALL Cwx�N RooF SLOPE OR DRE(nON roD 8WM BUH Drm LNDER3ONG RERAR,ALTERATM PROTECTDR MACE ALARM SFIALL BE FeaarTED To I£ SEECTED BY OWTER RMAX RBER HOT � 9xiE&WB.TPLE STATION&QO AIA" DWG NO. PERFORATED S EARWALL6 BECK FOR BEPRNS CAPACITY OF SOIL AND WATER WALLS&CE NOS nYPI AROUND ALL ROOF OPE11t 4 FUIBFNG SHALL CIRAHGE OF OCCUPANCY,ADM"OR RELOCATION SHALL BATTERY POWER OPERATED N'F8d F8TALIID N EILDMSS &V4 8 M41 7F?EAO OEFM SVNI.fE ENfQ WPLLB�flBAPf! .B� SPRAY FOAM NSUATION N ALL FLAT CELNGS IE CORROSION RE&STANT IMI° 2D GAUGE) S EATFM TO BE MN V2'WOOD STRUCTURAL BE PROVIDED VM HACKS ALARMS AS REQUIRED BY WITHOUT COWI3�CInL POWER OR AN UFSITIE EL-CTPICAL gS AT1 FEAR ROOM 6LB'.HiANORPL ON TABLE LEVE_ ® CFFEOHI MOFDNOE OfTECIOR SMOTE DEfECttq PANELS ON E]3 0 6*O.C.AT W/DG AFT (J POWffR SYSTe.1 OR N BU1ZN3S THAT l!i)E SOM RERAR AT LEAST CAE SDE OF STARWAY. HEW COISTFGICTDN Tom""" .B 4 SPRAY FOAM NSU.AT4N N ALL Fl.Opi9 OVER UJaWff10H€D A-08 VY(TAPED E PESSTA33-SYPSM ALL FEFUSED FASUAS 8 TAM TO BE %C1 N FEl°8' G AT PAHB EIXRE9 MDCONTRACTOR TO RE-SRPDE FDISTNS EARTH.RR}i B0.(TAPED SPACTaH1.S COATS CAPPED BY/EDM Y OG N FEL0.EXTEifCH 6rfA11WG SHALL BE ALTERATION '' ON COCIPAH�Y' OR AWAY FROM THE FDUSE MANTAN MH1 S'DEAR ® ffAfQ'q WALL SPACE 6Pa BEHND PLL TLE S,SHOWERS. N NEW OOISTmunc 1 TIE 9.43E ALARM TELOCTICN N ACCORDANCE WITH APFem a fV a NO HVIOR NOT TO BE IHSS THAN �CFN FAN :RM SPRAY FOAM PBULATON N ALL FLOORS OVER OUTSIDE PA ALL VALLEYS,CI'MEYS SLYtXER3 EAVES AND CONTPLOUS FROM BOTTOM PLATE TO TFE 9{yl FIELHYE TFE3fi F'R&VVRY POWER FROM TFE HIDNe R30°2 Ea4SlING Bln nT4� St'8 NOT MOPE THAN SS`ABOVE FROM BOTTC?A PPT!SONG TO OfiPLE �B?1 6PPAY FOAM NSLCTIgR N ALL ECTERDR WALLS SMAS&WC N MhRDON1S(TYPI RAKES TO RECIEVE WCW.flUAiDI LEAK BARRIER UPPER RTP PLATE,1Wi}i ALL PANG EDGES W�W}EN SUOR WANG IS SERVED FROM A CGfMMAL CARSON MONOXDE ALARM SHALL BE FSrAL ED N STAR TREAD NOSING.FLAFDHRAL AT X POST DO MSEE S NEW PD RD WALL � ':T� BY'GW OR APPROVED ECUAL AT ALL EVES& OVER FRAFNB SOURCE CO,VR 014-SITE ELECTRICAL POWER SYSTEM PID [9GETN3 fxECfJBS UDFASDNO HEPAR PL7ERAFFJN FWYE A P&HOTER N.1Bi5P�J OF AT 0 HOLD DOWN SEE SRR N-01 CS-WISP RAHEB DITED LNOELAYM W 29 PAST THE FDIDOWt14 APE REOIAfD AT EACH END CF WTE.1 PRMAAY POWER IS NTE RPTE7,S4VL RECOVE CKV 43E OF OCCUPANCY.ADDITION OR Ra0(RDN N LEAST 4'd NDT SPECTER THAN&V4' yYq,DDVrCT HEADER 6lZtS My SO TO BE02x6UILO. T.Q TFIRYER®GLASS (Cmitwv}/tlieatleC 3m0 eEinNel pereD SCALE SPT.NO. HSE THE EXTERIOR WALL LTE CO THE BULON. PERFORATED%FAR WALL POWER FROM Ire BATTERY.WPM SHALL BE ACCORDANCE VM APPO 4 W/AMAX CROSS SECT !OF 2-V4: FASL88S S•FD(f L FEUD .To Ig PROVIDE N�Ncs FmosEn ro LMeAT®�Ac� AS NOTED ISSUED FOR: DATE DESCRIPTION ROOF 7/22122 DOB SUBMISSION • SEE PLAN FOR MATEK (D LAYER 150 FELT LNG94AYl 4T V2'OXBOARD%UTHNG W/ass ROOF TRUSSES AT 24'OCEVERY TRLISS VENT BAFFLES AT 12 &N T RAS SEE PLAN 2' 0' CE&WATER SHIELD TO 24'PAST NSDE WALL MN WSL(ATION �Q, 0,00,QS?00IQQIQI 7ti REVISIONS v1. ,i1H r., 5/4X4 ON 4l4XD � �.. H CC/) v v vAPIXR BAFm V -0' 2-0 z-0 2X Sls-FASDA�/ 5/8'GYP BD '6-0' CONT.FUDGEy34T 6-vNO. DATE DESCRIPTION W/HARDE 0 AT 24'O.C. 12 VE41H1 AS F¢MIJRHI ¢ 14 EXTMOR WALL CENT.RD3E VENT-SEE ELEVATIONS � Iw T4'-D' z-0' V VL'��SIiE�AlF PAS <n 2X6 STIRS AT 16'O.C. 3/4' T&GSUBFLOOILLID W/ Y/ Aid R-21 NSLLATION PING SW4JC NALS -VAPOR BPARHR -Vr GYP 6D o- k NKR-21 CLOS o o- 2P aSa BEDROOM#3 FORAY A�NW ATOM! FLOOR TfIJSS SYSTEM o 0 ? �o yr cYP BD EXIMB WALL -EXTEI'ICA Q0 TX Fl..ffH o 1S'OG L960 SERE81 � -1�/r LAM SIi15#FEL PAPER SEE 12 v E V D 2X6 STIRS AT 16'O.0 -VAPOR BT w MASTER / , z Vr GYP BD cw BEDROOM o 3/4'T UFLOCIR NPLED W/ GARAGE `�� • v m r -qb.-RING SHAA9(MALS 3GLUED NAflID ---J U g MN R-21 CLOSE) TEr/B'T.0 FL JIS o IS•oc¢D 4'CONC FLOOR Wl ; R FOMA IO SPRAY 6x6'10/10 GA WWM ! ¢ • x d �i_1in=lin=lilh -L=11 DROPPED LVL BEAM w-1111=1iu=1iu=1 �nli IIIc =1111 =1111=1111 A nil=m o Vr GYP BD r=1J=110=lin' E1i1i I 1 JmIL� Tu 11111n',°Ilio n1t o 111-1111=1111=III= o,u. . 1111=1111=1111=III' III= ° -III[- S\ '' =1111 F�1f AAT10N WALL "t BASEMENT n-nli=1Tll=nim o.d i=` '=1 P.IMP- WATCHDOG DA(PPROOFNG OPTIONAL 2x4 STUDS 16'D.C. in=ml=lin=lr POUR®CONCRETE WALL aM, W/EG BATT OR CLOSED n1=nn=lin=lin= 1111=1111=1111=1' A III_IIIL-1111=1111; SEE PLAN FOR HTS&WIDTHS CELL SPRAY FOAM UMATION z u=(I=1i11 RENFORCNG AS REM IRED COMFORARJG TO LOCAL CODES ¢ 4'CONC FLOOR OVER o=in=11n=L o n o'-"I-. 6 ML POLY N10ISTLRE BATR�R Iiu=liu=lio_ -� u=1111_11n=1_n 4'CLEAN GRAMLAR FLL lmru!11i1iin„ ¢ L ALL JOWS - _ a'. BETWEEN iO LAB& � ` zy_ +ME 2 SECTION 13•-9' AS REQD. A� SCALE V4"f-V ,FOF ryE'H� 4'CM FLOOR OVER r RIGID NHAATIOd ORAN TLE AS SD ON MN z THIS CERTIFIES THAT THF E wars WE E CREM PM DR WASHED GRAVEL 'I FFa�ATRD LND9R Mr DRiH:nON AHD W/MIN 6'COVER OF S4E MATEAVI ;'°Pn'. BELIEF AM SILPERVISIONAND TO THE REST of qMY A 20'X rCONCRETE FOOTING �1 SECTION PROVSOPD OF THE HEW YORK STATE "GaedT COMPLY WITH THE LATEST IFFOW FR3 E PPE494TM SLILD CODE ! 6 ML OR 3 ML CROSS-LAMNATED - " Aro THE HEW YORK STATE ENERGY NWTMAND CaWVATION OONSTRUCIDN CODE 4'PERFORATEDDIMTLE OVER N3J 4'j(GAS PERlEABLE LAYER) W/FUER FPBPoC DRAWING SECTIONS •�\ M + SECTION ! A-0B SCALE V4•-T-O' -^�' �Q i PROJECT. ' JUL 2 7 2022 Roberts Premier Developement LLC 910 Glenn Road, Southold Town Southold NY 11971 Board of Trustees DATE 712222 PROJECT NOL 2 NO-Robeds DRAWN BY MS FlASFEJO 34ALL BE NETALL ED AT WALL AND RERDDe MAL CODE OF NYS PERMANENT Aro WITHOUT A oscoNECTNO SWITCH CHECK BY. MS t'11E pg¢ NOTE NOTE: SVMOGL LEGEND NOTE 1/Y GYPSUM LE-3 et1 CPFA�8 ROOF MSYSECTIONq N4EAE EVER THERE O A ALL EOfORICR W,�AFE Dames As TYPE T Post'S O ARS OTHER TEEN BOOK H>LA"FOR OVEiCLAHadr SRIIEVVOTED SCAR 19 RALNO TO BE BPAOQl�3 COATe ATU ON ALL ❑iMx�N Fa7CE SAFE IX1 CAEOTDN AND F13ffORATID SfAAWALLs EWM BUIDNOB UDa70CPA FEPPR ALTE+ATCN PROTECTDN SMDICE IV.AFR.l4 SHALL 6E PEH.1T'TH)TO BE SE4ECT®BY OWTSR O.41X RBBi F13T '�FESPRar�LE FOF+pRt�EUHB SOL TEST TO O SJ3E 8 MLTFE STATION 9AOQ:AUYR.E E(fO WNLS TO SE FB,IOV®' x698 SPRAY FOAM NglLAT10N N ALL CATH®RAL CELM6. DWC Na WALLS&CELIM Lrwi AROUND ALL ROOF OPBN34 R AS NG S/LL CHANGE OF OC(LPA=..ACQTION OR REIMATION STALL BATTERY POWER OPERATED WHN INSTALLED N EU.OFXRO EcrRL WALLS TO PBAAN SE CORROSION RE3NTANr MUM FB GMFiJ SHEATH N3 TO BE MN U2•YOM STRUCTLPAL BE PROVIDED VM SALYE ALARMS AS REQUIRED BY WITHDIA CaM.1810.A1 POWER OR AN ON,9TE ELECTWCAL e-V4 8 MUL TREAD LYPIH SHAD_BE TABLE LEVE- CAPACITY OF SOL AHD WATER ® wom wvADE wremUR wDKE OEIt�TCR 1/2 MOBTLF'E HESSTANr OYP.+M1N.1 PARES OJ EXIE IOR ATTAC-ED W/ED On NK HEAD ROOM T-B'.FA DRAL ON �8�18 SPRAY FQAM NSLATION N ALL FFLO RS OVER ALL ENa05B0 FASCIAS 8 TFiM TO BE COMMON NALB m 6'D.C.AT PANS®DEA AND AFP@�DOL J POWER SYSTav1 OR N BULDDfsS T}{AT LN1E SDW IRPPA, AT LEAST CNE SDE OF STAIRWAY. NBY C[N3TP1DTgN SPACE Be.(TAFND B SPACKI 13 COATS CAPPED BY ALUM Q Qr N FT3A EXrERCR SFATHNO SHALL BE R3IG 2 POWER S0m ALTERATION CHANGE OF OCCUPANCY,ADDIIIC+✓.OR Hy.�HGHT NOT TO BE LESS THAN OCNIRACTOR TO PE-GRACE DOTH EMM PITCH ®DO CFM FAN • $FRAY N ALL FL OVER UJXfiDIR R MW EETW PLL T18S,SHOWERS, ALL VALLEYA,C}ME19 SKYLI(#iT$EAVES AND CONIAQAl15 FROM BOTTOM FTATE N T}E N NEW CQSTRUDIM ME REOURLD SIM ALARMS HgpCRCN N ACCORDANCE WITH APFE DIX 4 Sr 8.NOT MOPE TFIANI S6'ABOVE AWAY FROM THE H0.1SE MANTRA Mt1 LC CLEAR BEAM WALL �. BSB SPRAY FOAM 26l.LATDN N ALL FLOORS OVER OUTSIDE AA EMS&WC N L TLES fTYP1 HLFNn muTOP FATE,BOTTWITH ALL PANEL O THE SCOL AVE THEIR PWAARY POW PROM TFE BULM Ran 4 R I)NOS STAR TPFAD NOSN3 FNMTNL SCOL FROM BOTTOM OF IEW SONO TO BRADS X E�Si Ta➢MiATK11V N31'PA FHI WAW. Bal SPRAY FOAM N9LATION N"ALLS(TE EOR WALLS A-09 RAKES`O R OEMEAPPROVED VED E0 UAFD'LRLN BARM Ek OVER FRAANa WF M3 VMN SUCH WRNG IS SERVED FROM A C3&A3r P1 CARBON MgNOXOE ALARMS&Va BE NSTALLED N HAVE A PFRhETEi�0ON OF AT CONTRACTOR TO VBRFY D+STNO FRET POOR 0 HOLD DOWN SEE SHr N-0+ BY Y3AF'OR APPROYfD[t+w.AT ALL EVES a HOIDOWNS APE PLYAiiEp AT EACH ETD OF SOURCE,OR AN ON-sTE ELECTRICAL POWER SYSTEM AND E4SM BL.LDNGS LIVE ROONG RIPA2l ALTERATIOR LEPsr a•S Nor c�+FATER rw,N LR-va• '++'� �- SCALE SHi.N0. RAKES.EXTEND LNDER_AYMEIT 2a'PAST THE PERFORATED 9f.AR WALL. VAE1 PPMPAV PoY.SR E KraVILPI®,SHALL RECEIVE CNANGE OF OCCUPANCY,ADOTROR OR RELOCTION N W/A MAX CROSS SECTION OF 2-V4'. WINDOW HEADER SSS MN 9E TO L212X8 UN0. T.G.TTEMPai®GLASS Com•BF*OW wood etrinNd P-d *TO BE PROVIDE N CEIUM EDF0i�TO LUEATED HPAt� raDE THE EXTERJOR WALL LNE OF THE SULONO POWER FROM THE BATTERY WPM SHALL EE ACCORDANCE WRH AFPENDX a FASTa81S 6'EDGE ff FED AS NOTED TABLE RM2.3f1) ISSUED FOR: FASTENING SCHEDULE NAILING AND STRAPPING HOLD DOWN'CONNECTIONS SAT EACHaLuNO COQ ANCHOR BOLT SPECIFICATION N04RER AND TYPS (REQUFED FOR ALL NEW CONSTRUCTION ANLOR NEW AODMONS) (REQLM AT EACH OVaWAD GARAGE DOOR JAtr� DATE DESCRIPTION n!W OFSCWPrON OF SL9lD01G elERF2(TS SPACING MU LOCATION ( FOR ALL NEW CONSTRUCTION AfA/QR 1,1201ALICTIONSXAS PER MM''" NOTE: SECOND FLOOR ATTACHMENT TYPICAL TYPICAL 7/22122 DOB SUBMISSION 4m ea%(zvi<atla)or ALL STRAPPING TO BE 11/4X20 GAUGE STEEL OR-SIMPSON'EQUIVALENT (FOCUSED FOR ALL NEW 00hSIRUCTION AND SECOND FLOOR ADDMOtO SPACING CORNERS Bbptlr96vmvm cnhplphv prretxtantpP Flap 3W.-Tuliza'j;3t•ka 7.b 1 CS20(CCLED STRANALL COL STRAPPING TO HAVE AytAVNM 10 BEARING 91/m n-3 oto) 3a•<utar naNe ON WALL STUDS(ALU-STRAPPING SHALL BE INSTALLED AS PER MANI.F. am wa a'ri=u.n]);or SPECIFICATIONS)ALL STRAPPING TO BE SPACED AT 16'O.C.ALL HANGER a m mmmar(24i<aar.or � r..T„Dp;e.mmp plain 3141 eex O'x 0.,2B);ar pa.�F,inn r„1 CONNECTORS N CONTACT W/P/T WOOD SFLALI BE FAffiH®N'ZMA)S a 3•<al9r nam POST HOT-DP GALVANIZED OR STAINLESS STEEL. 'SQ,PSON HW1SSOMS Ceiirpfvbl nd tlmdvam a'mlbl raYciep atoll bn,Tl°+0.t1o'k ar ROOF ' pmnikv h°e.�,•,,,an,_vnnd Tny„RB•°a<,t steam �]'y,atez•k or Fe©nen ATRAFTERTO RIDGE BOARDCONNECTION RIFEST �� 49<a17rn i. BOARD/BEAM NAILS 106'COMMON C,,;yp;n.md.dm pxdbt Nm•gedpia0 FOR ROSE STRAP- f3)ED COM.ION AT EACH ED OF STRAP NAILS 0 8'O.C. ,• 4 lae,n N6uzS1 recta nna FOR FILL LENGTH ah. 252 r•na„�i'°q�-zo ya rte„ +IIu w(5mm'a.tza').ar FOR ALT:txuAn TE- CS)100 mwdDN Was AT EAni eD pGy,AR� LLOCN3 rtOF sD N . e krq,m 31mmm (3'<DI4R'Xm Pax„:IvarhreRvr PLAN mlmr 43•<at3r nate AT RAFTER TO RIDGE REAM CONNECTION 0 E(WALL 11m baa wia Z,/j'•0.12••1pr 6 Rdxavr raarwaam plata 3lm mmnve was N3',atd9•);m zbe nota pn me e,deard tine wlx FOR A0.IATABLE tIm TD CPMADN COALS AT FADE Elm box P°+0.1x0'):ar napalae etleplarch rdmra .. JOIST PRANCER- W W CLMAIN WAIS AT RAFTER VAPSON LSSUze 3 SO.a va'WASH6p -� 45'%0.131'nadc &END pr 31m mm,mn(3•<D.I4B');a Tm nal NOTE FOR CADWRN-681.1,13681.1,13PDGF 41m epi(d•x U.11tl'S, Rmfralmrem mt>3,varaY,r mPhrteY arrpl7 a3•<¢t31•nate A7 SLOPINGNECTI N OR VIDE RAFTER TO (OST CSWSLE SLLRATE T mimemznape Deem a tee eu3ri - HfT•DHR CCMECTX)NS PROVIDE JOSE 'SpPSON F¢lJ6 GRADE FPR SLAB ON 1otl E x-im mmnm WYi<4t6zk m (:M ne,l SAPSON%SSUW ADJI.ISTABLE HANGER �� GRADE APPLICATIONS) i•:: 3141 eci D•<O.Ixa).nr N ADDITION TO STRAPPING 0 ROSE sa•<alarnate RAFTER 61V CIA.ANORM ]. REVISIONS YN. AT RAFTER TO TOP PLATE TO STUD CONNECTION , C&AO BOLTS(TYPJ HIS IS 1CO COACH KALE AT EACH ED OF STRAP FIRST FLOOR ATTACHMENT POURED F_ c. NO. DATE DESCRIPTION e sbdmwd(,aEmeaa,awep,adn) ,7a w,(p•.nlza'),u, •s�,k. a'<a.l3f•n:Ys •b'd.smm ml BY SMPSUF7 PEQUED RFDR ALL NEIN CO STRUCTION AND FIRST FLOOR ADOR00 (StN(PkTE 9 Coal rrmAartlaNOrm ours a-INN%aren,awF t:vlbm(n!j<n13.c.',`.nr II'e:.hmlvl FOUNDATION - - - 0'a°.101•na¢1 WALL rc bnaad.,Nl dm 1•ad rmvron 1'r•a 0.1 ar a'a._hmrel STIR fad aallmml(a'y"atoz) tcp.a aad edg,m<neu ALL OURS d STRAPS CAN IEE MOUNT® SECTION ,o SaieaPnemar(2'm z•mna,rwim+;r:Pear; •S�� NOTES: ua box 3Y•<0.135', 12 e.F ercn°d inn non FROM ETHER,BU ALL FJ(TCOMI OR N.L HO sed box(xVi,0.t,a);ar - NIHRIOR Bllf NOT A COh43NATION OF BOTH u \ t L1SE 5/8'DA ANCHOR BOLTS W/MNMIA(T E SE)M Wr NTO n ump,ema nebmrm sva am mmmpr I;t'y,ut'srl:or too nen 2-16D COMMON CONCRETE W/T SOUARE n W'WASFHRS AND ED Wr SETUP. a,m bn D'x O.Iza7 AT STUD TO FLOOR ASSEMBLY NAILS 0 6'CO raa m,.rme 3/,D.t sz•) •s'a.>bm rel LBKITH2.ANCHOR NOTED HSN ARE NDT TO BE USED FOR OR REPLACED BY 12 TapplmmWwFpbta tad by%(3'<4129'Y.m TO STUD CONNECTION FOR E) HID DOWNS FOR 3 UPWALLS. n'n,rmamf 9•,p.t9t•nate (ONLY AFPIICJPI.E FOR'Mo-STORY CCdXiINTIOfm M1lm mnarv,(9 h'.4tark ar S ONE ANCHOR BOLT B TO BE LOCATED BcrrAEM 8'AI,IrIIIJ TO Mrs)6 ® Ix-16d baa(31:• °.114);m Fen nPa vn emh v'b NerA?nl B•DV/All. 13 ovno by plum ePiw 12-Ipd Eat(:^x129');Pr (Ion t�nd24•Iep.14.ler°D ea7 FOR STRAP- t0 ED COMMON NNIS SHOE PL. 12'MANMJM FROM EDS AND COFR•HL4 1x.3•<D.t3p,.,b P"1 AT EACH ED OF SUMP BLOCKING AT ENDWALL Rnmm Nov ny:ar.rmMin,Hour:},Ief cr 13d 00°91e1 tea;%D.,6z) :s'n._rem wt SUBFIR I}1EpUR0)FCR ALL MEW CC'STR.IO'110N MD/OR NEW ADDRIONS) 1° daare Tutt n erm,e Yw panemt 1;n nre(avz%n 134::m II'o.=ram rel FORA CORP TE- 00 I6D COMNCN NAL9 a•,a.,31•n.ib SCRAP FCR EAOi STRAP RIM,DST FLOOR ' 6amm Plne m' Pinar atm ba,TELT+3.Ds•t;a, a.ed taa.amwni TWO STRAPS TOTAL) �� 16 101Cf'r'"}oi1'b°"` 2-Im tIOtt'/i*41622 or 1aRyr lCaefeant + ° i• PDGE dadrg(at coma vaiiPara? +a'.<41a1'nate Need,ICp.G/en nmi .•N Y° ,. smba,(a4•,0.tta)nr TCP PL ,!y.•- < BLO(Y(IA2BAY9 3tEa boa l3;ri•u i5rf:.1 FOR SECOND RA- SHEATHING TO OVERLAP 4m mmmar Riri !3,, or Tn na,l ADDgptS FIRST'8 SECOND FLOOR 8 BAD(0 48'nn 41 W bc%lax u iN'):pr 6`TCDS BY A9•L L ! 4 CONICRETE W/5N'PSCN ET 14 Tapar,abvn Ptenmamtl S/ DA TFFIEADED.ROD EMBEDDED 4S'+a101'nala ATTIC ALL 3TFIAPFIJ4 13E INSTALLED HOLD s PER 4901 STRENGTH EPDXY ADFfBYD(L FOR 31m eaa(a Yi<a t3s•c ar I 8AUFACTBES BE R19TALEED AS PBi a,m mm�m1 f]'li x at0rk ar �i T@.P6iATURF9(O OHi 70 40 DEO R 11EE atm bcx(3••p,l2e'k ar MANUFACTURES SPECIRCATDNS. 3a•*alar nate 'SNPSCN AT 6iSFi STRENGTH ACRYLIC ADHESIVE) Slw bpi Td•n 0.128'H.pr IT TW Pomo,bpavwmen mdlntmaa_Yanr 17m wmmvn(9'!i<4161'k ar Foca nap M Ea CL 33'<0.1a1'naia , NOTE: a.u 3m W,(21/;•Owl..' I NAILING&STRAPPING AT ALL STRAPPING TO BE I VVM GAUGE STEEL.OR fI pole 2Sd nmmar(2'/j n 413TH;yr '$AYBIN EOINALENT-G`%2D(��STHAPI RST&�FL / S to rerammma,avnam TJ ) Feva^, EXTERIOR WINDOW/DOOR HEADERS If( zn,eabn 211, SHOE R, (ALL SERAPPNG SHAH BE INSTALLS,PRIOR TO SIFATHWG) Z.2 amhw(zv;xans);ar 9LI3PLfL QeEOJR®FOR ALL N&N'CONSTRICTION AND/OR NEW AOCRON9) ama°,mer(2'y•at3rP ar AT STUD LA FLOOR ASSEMBLY to t•.6•.nmtningm,rcn beam; Do ma ' 0$ &Im baa D°=0.1267 or TO SILL PLATE CONNECTION xeaala,l'wan,1S Oa.,1'/j knq flPA'D°T FLOOR NAILING SCHEDULE'B': twom FFMNE OONSTRI'ICIDN AfANJAU ' z o x0 t. S...wtlar vh.eNvgm each bani,q Sed ba,(2Vi.r 0.f,a);er Roo nml FOR STRAP- fO EDCH NDNFNAL9 JOET BACK(NGY BAYS AT FACI ED OF STHAP ROUGH OPEING FEXF04 M FOR WPDOW OPENINGS BAC7<0 4B na �/ �'� �WRAP SffL1PPNG IIDET SL PUTS 3LL PL Noffion `� +/ v Rough A B C ❑ E F 1003 M OtoWIEN AN ATTIC FL�R DIAPHRAGM 19 BRACE __�� U�led,m so:�a• D.z0).nr '' 4 ' z ro 2N4 1 1 1 t ANAIL SPACING FOR SHEATHING Ca PRESSURE ZONES ; pm4•0' 4 (D 2M 2 2 2 2 /A ZONE 1 ZONE 2 ZONE 3 ZONE 4 / x 6'-0' 8 02%4 a(D 2s8 8 S 8 3 _L_ ,Ltl 21 .kins vllM a,pias P finder Tm nail 111111 TJ•=U.txtl').pr D h ai 39•<¢lat•nm 8'•0° e m 2,4 a(9 T'JD 9 8 9 3 tFlELD B'.O.G 2 OC. X= 4'O.G .b.(211,1 mm.) a'o.a me nsl 10'-0 ID fD 2,c0 4 4 4 4 oc RinjoaL bmdirmtvh'ndar0m ul arena mwrN„m(z i•<0.,a•7.,r IPANEL EDGES SPDC. e'OG 8'O.0 3'O.C. Nein(mdwplwbm.alml fm bo%(3'<ai19•);or s'a.a me nod 12'-0" 2 m 21B 5 6 6 5 C PA E 3'.°.131'nalb 3mbn,�2'yx0.119):ar AT STUD TO FLOOR ASSEMBLY 'FAASCf �A.Ar 23 r+s•aabroarml.a.m.ed z-m R'y*alar,pr TO SILL PLATE CONNECTION 9P4 Notetlons: 1 1 1 I I Fo nep r°'m 31m b'13' 0.,2e•);ar QAB ON GRADE AN YOR WALL APPLICATIONS) A NJIVBER OF BD NALS AT EACH ED OF STRAPPNBS ,Iy, ` D xtlwYIN,1'vavn.l8 qct,Lai LnY �i © O ®O O ® �I O Lz x141 w(s/i<o.t 3s•,,a, FOR STRAP- (4)ED CC.t.DN NALS ,,. B. N MBER OF BIL STUDS CN THE FLAT(DOES NOT APPLY TO DOOR❑ 2d z°wEnmrmta;e argmar DNrdm,ampa wp {P }1FR mmmae favi<n',s,l . I Q 1 O AT FALL END OF STRAP O(9'!i ' L.MAffii OF FILL FE]GtiT HOPI SML9 AT FACT 563E OF FEACI3I WMp STRAPPING LlDE16LL RATE • J.- y Ai' FD.N.I.ffiR OF 160 NAL6 @✓o-NM®7FIi0li3F1 A61AL73NT KING STUD TD B,Dstd nen OF WADER E.NUMffi1 OF AJAO(STUDS AT EACH END OF HEADERS(PSSIME DOLELE WADERS) ® © O O © ® ® ® O O ® ® 9 210 O acah a.vmda¢,ore rrvm -< Neil aeM leYvr ea'a'mes al'p4 ' 13d wl.rv,l(a•xat32),Y mep ane balmm anaamggar,a. F. 8 NUMBERx,60 TEACHNALS HDiE(DOESFNOT O APPLY PD TO DODO STUDS TO •S OF NES 13a m,(a•<atza•t;nr u'p.e rmarel al mp enc cmmm END VIEW SECTION Buavp yDammtl sama.z-plm lLmba- 3•<p.l],•nnm ®Pp4admpapmCe sE® x-xm mm,rtsf f%"D-192•"' Fan rlalam^=pba:aadl3Pan - SPLICING OF TOP PLATE°' d�e°�" `°"°" 10 z O THS CERTR�THAT THIEF PLANS WEE 31m bpz Td••p.IIB'):pr tmd/a Neta AadNonal O PREPARED WM MY Di&CIION AND 3a•<a13r nai. TwY,.NAt I CONST SURERV9oN AM TO THE BEST OF MY 4tm box(Tri n 0.115'):pr BEE FLCICR PLANS ® 1O ©© tO ® ® I(NUYA®C t313FF AND P,PgFtl�NAL adem vbpmppm pryav armMa 1lsd maxr.,l(svi<al6rke nmanlabtar prtnnh„rpt a/W SLD FLOOR GU®NL NAL® TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS TT 'eI MMENT CC,PLYNRN7HELATE87 ar*1131'nai°2s BLS 2r FL JTS SEE PLANS GABLE ROOFS 't-"-t HIP ROOFS FROV�NS OF THE NEW YORK STATE Bd<y,e rcbldrAegmjaitl 21mbw(T,xizn•Lmz-�am m,m, ead,erd,me aw NSU_AS PER FLANS ONE STORY SLAB ON GRADE ALL OTHER CASES A-TE LINFORJ FRE IMVETION RyppD 17COE A•4 FEET N AIN.CASES AND THE NEN'YORK STATE BEERGY 12Vi,0.131^.crza-.au,)relm flIDAPPAI3 tIALP1G FIEOLIRB.ENTS AAE FOR,00-ATH°,r S�PEfU(OJST. CONSBRr/ATKN(%1lSTW1CIYYJ OmE SPACING OF GASTFJ6R5 WED COMMON NAILS 0 FA END SPACING R BA9®CN 1/2'SFFATFNG S SD COM.10N NURLs DESCta-N NONSlRAMD mam.mmn OF BIR.4P®Y SNP97M RATIO LIVIIB•HVL SS 1/2 Bwtclin Minimum >z Building Minimum 12 REN aaU¢DINGGLril wa. TYPE OF FASTENERa••• Fbwen H,b,ta°,• Dimension S(llc°Length(fL) Dimension(fL) Spllce Length(ft.) DRAWING 6rona') pKnnq JOBT HANOSR BY SMPSCNJ PLYWOOD NOT SHOWN TABLE R301.2.1.2 1Yuvd alrrrvivralpm,rd.n,dYbar,rw#andlNnrlpr vnll aM1nn M1hOlp rmMrg m,tl parlitl°hmM weO nMtlNnFm hvMnp FOR BARRY 12'-0" 3-D' 12'•0^ 2'-D' WIND-BORNE DEBRIS PROTECTION FASTENING La.a Tubb fS�.afl,'brxaad arrudurd pvnvl ularNvrdlal,mlhlr,g laevll inning) 16'-0" 4'-0• 16'-0• ga SCHEDULE FOR WOOD STRUCTURAL PANELS a,ac,d m mnm,an(2"011s)rmuUnbmm,erall7 SOLD BLOCI@NG 0 So N;-'y mmrmwnfi'y•<oJ3^1 rel npdkpr R6iSoi 8 •2 SOFFIT MATEBAL AS PER 9FAHA 2o-()- 51/ 20-0' 4'1/ (xai.p.na raa f,'d 31HA mammunrnl;x i+CI9i T;or RSPB 01; E .2 f4RD0 COMdON MALS 0 EA ED OF 511TPP 24'-U" 6'1/ 24'-0' 4.1/ ;FASTENER BRACING u.naf w20aCN OR HEI CU44MTO R(BY SI PSON) 4 FOOT 6 FOOT vdmmmnfr%nt4a)nan;ar [ Ix 28'-0" TV 28'•0- $'V FASTENERTYPE PANELSPAN °PANEL SPAN *PANEL SPAN of l?/"0.131'1 aemmea hell <4 FOOT 12harvrvp.I<alnmpp SEE FLOORPLYWOOD SHEATHING 32'-0" 61/ 32'•0' 8'1/ - �6 FOOT <6FOOT 77 Nora•mrM,ori�'Imgtlge.lan°ptanM4tiar .. SGSIEDLUE)x<!aV°-i/a:vw•awmxrdg„dumrma,l.rw.lvm:lauN'pdmma 6kbmboaN .P1.,,�:1ng,'vnlhw.icIasdr.upafgr.d..a',/,yr lmet aa ! PROJECT:36-0" S'1/ 36'-D• 7-02y16• 1z• gv WOOD SCREYSCANTILEVER DETAILY1r-0ao'-o• -0 dbrRoberts Premier 50'•0• 101/ 2'x'98 3a Y,°D,�pm�,a.Yana ,r; ri%:dnardgmu:,mPlagdven�d. T 7 WDDDSCREW3 ,6' ,� 12• Development LLC I'/' IVT avaws.T aWpr3 T1P[`al FYTFRDR WAIN DDH14T. FOLD DOYN 60'-0" SEE FLOOR HNL9 DETAILS IM SST £'•Q 60'-0' YIV I°l;Lalvarvutlrwnm res:rocie rNnnDea (SKID F STRAP NALB 0 FA � 'ri'taPlum aneaminga fe/a• :1•i•arcem.TSPewar6 i T ED OF STRAP(BY 6NP6CM 70'-0" 191/ 70'-0' 14'1/ „NCN•zAa Roo 9kT•]pabmA,pou+o•aua m. 910 Glenn Road, Wmd.irun,n,ml Pe,mm,oemmnnumemEnpm mrmdvymaN lv frmNnq OVEW.AP NEW HfA7FIJ0 GVHR Hutt PCRnoua•tebaxnin m ddprmaa Is.o.txp•rn La, '2ND FLOOR D19TN0 STRIxTIPE AS SHOWN BO'-0" 22-0' 130'•0• 78'-0' uo svcCwAuoAaaraoTuuNlmorl0arrt Southold NY 11971 ST fy°wM lux„ F. 13 aFABiF.`+Ema'SMwLL�eE,rBi'uuow NGwOa Ur YNexVW SaUL'NBatv,uFi m dd- %0.,3'111; PROVIDE STRAPFBRi AS PER DETAILS THIS SHr. T Pbia c Nvlss_50Amoo III uOh 'W Dor cuts qi_f, mmrmmcn tzY;•0.13)racer a 1z nwrara swevsARe AnADIeDroNasw+mmucco TmeYSNa1t DATE 71VJ22 m aaam,ea;:•+atv9 n.n Imuauou f ,3a�r°rm,(3•,nt4s7nml:nr CC. NY7� cava 3s t'ri-tY; 6 12 PROJECT NO. 271018-RabeAs m aamrmea'z/•+p.tzD'non T NTNUHING AS PARI T TOP RATE OR AENT ATELY ELOCKED FLOOR PLAN SIHNl.BE CONTIUDO FROM UR TO TOP RATE ER SOF STRUCTURE RE SEE A7 LS THIS . 0 Tsbl 11 bil 2-6d nal r,sst I 1 date-lo-tap PIDte �L o Fa]r1I„o.,a.„n nwr.x.amn.l n«w,ma•°«•,e;1w•aepsNv.. I l,n op n uEts uN Nc ss ov •tx+ Ina a wmanr A.n .r.n ror8e Na.eela°mn°•,aa anmaa.�w m.amwrmnw,mm.,„.oa+maw..mnmvanman.w,u.[a,apa,su.wcm>s 2 HOLD(bW4s REOun®AT ALL coR•IERs OF STALCTIHE DErnl.s THRs sHg7. WgtfA m sm4 2-16°rlBua Per root.Fa shorter to paw DRAWN BY MS „ °»InN a•^.n„a.ummw,w,ud.ewl+v.•rx..a.wnhe,un,rw,m,.nnr,n,..m en.dw....re,.,,m.,,n,n�.,e fE,NWE F719Ti•10 SHEATHING 2'-0' 3-RffHR TO COALING AND STAAFPNG DETAILS THS SIFT TO FORA O]MTUOU6 LOAD PATH •the Ind♦°C reMnad In order to ewvmw.wEwmuDE ATrnelonEurs srwtBE PRa%oEDlNacc :". B961 d9 FIRST FLOOR �(7,yq.Ey./�STORY (rovkfe an DgJVSW harper of neln 1aoR RwleEOEsarEOrol>E.Us,TlEccuPorENrs AUD o CHECK BY. MS 2TaaletaO N wORO,vYE W,H,tE PiClY90N9aRE BaIONONDE OF o',o»eraol ¢.�e"ivnm<amneuVcwoaavman«..ae w.e..v.ar. CONsnviCRCy sPHop IYrglhs assutreamaarl roof)Wyd of AraEroaEeroaEDONSTerrv°NUNBEnEDmTN n+URww+�s m�:iabAxa„<p„bN+TMr••«•t•I r.vr,•".,t+4 av(Dat Fa man roof h.Vta of 15 feet a lav,V. DWG NO. SHEARWALLSEG. DETAIL(TYP) tabhted„al=sha66eper„ItfedtobenUtVWbyIe4 N env eAmvmeziromwvnw meaavmeatu am nqa+.uvvW h qro.,rb,rae.mmm LOAD PATH/FRAMING DETAIL JUL 2 7 2022 aMr•�nw,e.M•��^•°a.nnea�newrw.m,mn..,..n.i°...,n<ae,r „u.e n�ey� .A°•uKwMa4p.ntla.nax•r.p.,•,epeimcp•nmrpe°nw.ardw°urN,n<rMardmrtv ,m.n,.a,«a�naan�„r.mNN N-01 noon'ppanlMmfaPpee.m{aaaiapwarmrced aYnanpm,ttmnep m°e.a°aaM.p,iaMam'a,xr.neaan9taa°�¢cW.�mH.arumrc m°n°nVpman°ar nePo; r.i,wammrm��aw�aror prmwramvm w%.1m,pp,vAr.navnarwnva e,mm,m nam[amm<anrmma . rnq'nnnn x%m,k.m'a•xv,„uumm.ide.rm vm,agm upncm Wc.aataannppnn' J w�.ui°ba'�"b1.%•�.Mm�vm w9u''c''v"iwh rye,•W°.,da°ua w SCALE SHT N0. SoWsoldTOWR AS NOTED Beard otTnlstees I ISSUED FOR DATE DESCRIPTION 7122/22 DOB SUBMISSION U 11TERN 14SU ATED WALL BETALTN tir COMM'D SPACE AM AiEIC ' ROM SMUR k EXTERIOR NSULATED WALL MJM EA80 ~� PLY'AnOD/0SB SHFA1HiiIC (soul 5DES wAu) ! PORCH RAFTER T AT1OB5lE.aON 21 LEDGER a'TOP P 3 r ; \ WODDtTarssR Nc T ,/� AND 91EATH7�G b D�A^M � T T FOAL I EHEATNINTJL'QROE oS �k.,� 5EAlAtJi— ATTCATESST0 �'ll`PiSIA.AilOTiLE4fl J •` _ REVISIONS BUILDING P ER I'll -- I I I /,= NO. DATE DESCRIPTION f ---- 20 BLOCNDIC � ' —r ssP�ifl t I DPk,'MC FO AN 5£AWIT (N{4VACfS5SPMELSSM MIT PERNEF ERSCRE45S t TROASREOUM 41siGEE11'0 SECTION THRU STAIRWAY SECTION TNRU WALL it I ATTIC ACCESS DETAIL PORCH ROOF DETAIL STAIRWAY DETAIL PICTURE FRAME AIR SEAL SAMPLE PHOTO 00.=U0USBEADOF8EUgT RECTRICAIWIRE COAITINUOUSBEAD OFADlO:SNE a E a CaUTINUOUS BEAD q tOPPWE OF SEALANT i »g PLUMO KG PPE 10:AD',KifSOT , f� U canDwus ADos�uur EXMIOLNGFOAMSEALANT - �' FLOOR TRUSS SWIMASSELLBLY E a TE I I.0 I i.I_I.LI i_I J – TOPPIATE c WALL SND L--lti5WEDUM-F EXPAIIDIROFDAII _ MINNNO!SBEAD • v4 p CT SEALANT > nEAT10LVER OFSFJUANT * ` ` • LLUSTffiATPdJBlU.1TTT pjpE,LSjDp h c MNTINUOUS BEAM tiri f N xUSB A0 0 neuaur-.RtJ�.� , orSEatAtn AS�NERBA4HIERU!iWALLEO� CCY FCOEB>;+? fCN�lili}USFlNL'1 �o ��°•t �'a+A'D!K+TDAl1Ai a �t 'A'P.DON P{F{.ei1F ��FlVE� FLOOR VENT DETAIL WIRING DETAIL PIPE DETAIL FLOOR DETAIL THIS oatTr,�TROT THM RXIS YOE YIMN LIM11ti �v�sON Amato TSO TIM MT OF WWnCN WY FA7i�BUJa104T ATiB4? R PWFESSMAL ,eooasrr0OAPLYWITH THE LATEST AT WAR PPZM�°F � Ai'X FR�Th L x1T T:CUSkf;;9;1 AND TIE MW VOW STATE eawY �' DCAnNK11ssFJDOT INSTAILI'WCilL"ISOLATION e7FvP,P''AiFO��tti CCNSERVATIDN CLN6TA MIDN 0006 'AM7 FSKIER ' AuaT CUT TOFi8ER'IEENTHE v' TAXEE y;IGIr,B } DRAWING TSE ullff INSULATION WITE�156ENi AIR SEALNG IDCNDlVJIMMSPALANt DETAILS LTA.NTAINEL�k%:14TSPACE Mfr&XI SBJB iLEs aJDFtt4 FORMISTHO'RW O BEIM dL! 671R0 NSULATION fStL5 R)f ATE1tiR LAVUfACNftED RECCSA U01T DC1091kE VENTEDAIPSPACE �,i PROJECT: rul FpaI AILC MussII&LlilOV f '`✓ t J 1 o-nPEULLWUL AM TFl NSiTIL1'PIGD x- AiiCNSULttiQT INSULAU MVER ALLYTD ri� � - �'' Roberts Premier cav�EGrNSG.ArNG , , I Developement LLC 1 1 SHFtuNiGiOAiGN 1 �� 910 Glenn Road, t INSULAMOM BAFFLE -- �- _--- :�' 4 ^ 7 2Q22 at° Southold NY 11971 EDIJtintuD } ( TTT FOAS15EAINTH JUL air i�SSTLE�� DATE 7/22/22 PROJECT NO 221018-Roberts -�–. —000DF2J� DPAmp,Fa!m SFAU"T AT PfAtMc"RR I t y y _C�,�N D $0 old own ,a "�A fl 4 ;,g,r5 DRAWN BY MS ROMmanR COF 111WOUS EEAD OF SEAUNr jl �� Board f Trustees { CHECK BY. MS DRTW'AJL CaLNG •i��' CfSEALA:TT • T DWG N0. RECVM LIGHTING FIMRE 1 TR'Ri60T}ISLHATIGN ° a (r. � EXTER'oRNSULATED4UTl N-02 - _ SCALE SHT.NO. SHOWER DETAIL TUB DETAIL ROOF DETAIL WALL DETAIL AS NOTED OR:JOISSUED FOR.- JOIST IST DETAILS Yhenoeapl"g""°°°°e b`%'' "A,anahe,"ing"ickee=sa�°d'se'• WmsheadNg rolgua atom board 2r-Nuawsi al dm rhoaMeq,orgue al dm boa. ALLOWABLE HOLES-TJIO Joists DATE DESCRIPTION IIS'cmcen6r Load Feeing 4�s.4 aroma sorsa INTERMEDIATE BEARING Rate nal•Im(3%-)beset (mus[bods ov aM—) 16'orecentue IT setter (3l4')bax al NO LOAD BEARING WALL ABOVE hledme—lmm T.U.A Lrn Osummftrm TatlaB 7122/22 DOB SUBMISSION 12'ore°°nmr Web slReners romimd I..n hvn shove asxr.a. Srlde�roof Rennes.(nal-B0(2)$15„aa Y BomdnB Ifi'oncenmf Hoo, nor•Btl( •) BocHn9 Parti. ch dtle a:B3W mm M•m<. mon In-¢h<at• aomdn9 ponds may ba eeyarep amanamnad mne DO NaTemyu panel .mean e18'on<enmr 2.4 end—on Wln shear vAs above mbdaw '°m m 1V[Leach'or lye Tlmb°rStrartl® agumn Boob (Seo Wall Bi) LSL A.boons- 071roberSes dO miR L zxl LSLdmboam' �f�,ll L, xxo. D•. fr 01 B1 y. .I—I If�11J1. ° (epdnamAnaee "fd'mm 6' Toe nd•10d(31 bac Mn Bae nor•100(3')box '-'°C"1 e.ceTknrclae) I fi'orecenml t fi'omcenter Do HOT aounaa y elan.• webamanam 2x4 rtidmum Table A•End Support mnnew,k<,aka rdedmlast ea(2Kl..moral Iy,�prpp¢r uoddrgm reedrea—do.of aquwn Bads Minimum d)stanco from ori eofhdo to insldo faro of nearest and au rt rok✓x^w,rr. 'COnven9k 1 construction code 4'.—fee support A pond edges BiW.d B2tN minimum for use with Al only.See ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Al A2 Musf Imre l�•minlmumlolsr A3 A31 A3.2 A33 /Lave)Framers Pocket Guide for q34 'See lLevN FmmBYB=..f.2__ ocket Gu/d for B2 B© O B3W O Use gra minimum squashbbcks fo aS• r• rX•,+ - el, r fit' „ O O bearhrgatendre OOOO A3.1-A3.3 InsMpabon speedicabdits. O edd0onerinffiaaea0n speof eepna. CS oanaf headererrnd T11.1elsr US' 1Ylilevd^or 1X•TimbarsbantlrD Aftechrdnrmcementm 61TI hdTJa)0m B'damemrmetlmum hdefor 11%•- LSI.dm board Nal to ant )as[Wlhoem6d(2X Web siRenam a'dammer—ineumhd°1or11%'• 4.O'le b.r Wde.emcrosrinderm.ro111W. Wlh c«.aclom agdrdnm required eeml 16'deap BoAngwdT,6•dameter X'ranforcenmmm l6'tleep tlarJlrg pantla,6-tlememr rtiNomNmnteM Oar 16•deapbIocBngpm rVdememr to deco dladde ..on nor of each Ndlmmugh2v�weatlbaoerentl Bad,Use 4'-0'len In .simu.f«Uedln tla.}Y dee "g° mei pa "g TJ•)tlm web Wth 2 rows led side at ElW some.for Uadingpanda NS' ons dela at E2,bdh me Nmumr«Uocrdoonlde914' We, •aro IY-T 9Fen ora Ausebrdnrom -to mBotlmgpand baN.e9n each (3')mmmvnnms at 9• m*"L shorter loan l2'Ibg ad°a1E3 drep«sign«than l2'larg 9X .( J+ wshOder loan tri iX'ILeW^'m1Y'amhersbmm® Donot ml lenses *I.—, Do toms cal tare iasis Do notwtlatgas LSLimboad ldalwlh ons Btl(2X1 center.mnhed Use 1deNm to lap dale Wm mmmdn nm al eaM re,6d 3 n;asWth es IX'IL.va"'or 1Y••Rmb.rSterdlo nr dealna sreadas aero (14'l ran REVISIONS 1%'aeya^'«1Y.•nmbersvamm Lstambovd irlerohof%- 315 ea m ivn wti is LsLimbosm renrorcememon ,rlangthdy. •Fl apolosm NO. DATE DESCRIPTION Allan+ranfescror nl io oro dtle m E5, Mnfacemen[on )diwebWm3mwalO,1 nh adood EB peatE7, uNf1.—botllfidesetES loededldaffi dm b"ar0 m]dst Wm ed(TJ.-J (3)—re.r nmr et6• only. mmmonndle.16-on• ornxN.,d shed Use2 wood Rem mmarwnanedNorong aA mwswmgy,'and+1%• baakar +„a',A 'e`dsi� +'• ,�• *:• «« TJnldats Less then 5' Less assn 5' �++� oo' bolhade—URgofads 'e E1 E1 OO E4 Noflprusowah3yx-TJfaJolsfgangewldUu ES EIS E7 EB TableB•IntermediateorCantileverSupport MlNmum msmnce from ed sol hole to lnalda fa coafroarestliberronellZalsorcon me-upport ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR OWth nd WEB STIFFENER ATTACHMENT ei TJ ++ ay bad' f fetor do Attach We ten(3(31 net SWcturd ezteo«shealNrg Appfysubgoor TJoexclodat rg irsoar Ge 06• rads,finned Use ten 130(3H)box UOCNalnsafed NXldaspan doom omaeW camadsWm3r ,WrhT anfacts foall ce 2'w le aWtlma Use IReen ods W.TJo RaaHrg eonmct eudsrns lomfom(2W) 1%.� $;-mases. Web eigmme,do red(( 179 BeadnH date (�) Three ed boz ods,6nmmd o,rdlysu .rot dal tlepme grealar Nan lB: Bodmrdne igsla lght box naa or d(3X 17X' on "g°T to top(naa(Ight[o Rush Aela Wmirudda Trealed2, ea°a (Thr 18d(3j41 bOxnmam3}4'TJo Imardlr mp0anmleaat%' hone.imgawmfam race Nw�«Deem latlgar dyx •°lyd� )daiongowa.o of TJ•fyis[bp large .aunt hangers(Altadr 1X'ILevd^'or�• 0 Wlhmnl0d(31 box Seo roatanOr Trmbarsbantlr lX-= W.bdtaabde¢�dda ma,dndledwMn •n mdebaow.IAanlan O a2 Top 1 posddA T dslance(rddmum)hem ��a� arae LSL dm braerglreWod e[)$ H n hf 11 hang etlgn alladger to fastener jusl•spanlomlons udng ova 2 I' le dos, ewade least Peened RaWferme m F... ®r both Ntlee otweb res—, ,y gy,da t Y''screws p°!)d°L Miro W Web SiRen«Sm W WOb Siff—'am 11 1 it Wmdrtge TJa i�•nba^m dt• y ap{fed 917 y+ hanger 19 J12 )stet �400/930 NA/NA o`ata g 1 ' Ya'x2K;Mri-re 25(ti %'x2�;mdmnm .651 4751750 4.15x5• ,3;• 7€'xzNi mdmnm y4• rxzN(;mdmnm •• T �• r r O O wan lop na»gr hangaN WekorDPek mtNimd O O •Tele laAueE ma4mnceH WUa X'gap beseaentmlm matl and dukletlgar O Whh.an th..bed on rhe/eymq One ar see . H1 H2 H3 PB7 rhe three brecin ons O e olden. aNy f«dowmv«dfaer/a arcraafre tom fon ori a .aow.lmda•mml.eaba<mmareeNNAt,tl eoW% w zY; %°x2$(' 814' upfh}rnMkfona. •Gxt<d4n•mi4mm lemon.rogdma soma<txr4beppmipna show r_rst be msralhd 0. t.i r1 a o u •We•maymloramdvMray any-heeWWntlfeweb Lome X'elmeb(Oidmumimion uA hmbmdnde . gj FASTENING o1 FLOOR PANELS FILLER and BACKER BLOCK SIZES •xnedwuomt<yredm..eearowmHmnidr+rmrasmin iney do tx,loaed nae pnwmenL �J u BEAM and COLUMN DETAILS a¢•»,D c.omysp.amPm Rew I'd 110 ,,,«J60 R� 1�ve� 4- -an, mdmpepmn(5'ddn Lndt<mlylaaaear an uamin Hd ofd ep eu ansa em im else^M M1Oe m[oM•a / Z mtlwrenmr¢Imr)dnrpan praAtl•tl noatlwr Mlee o<mdnm•jtlet ¢ N9 sae TA. Rm amm nmm_.sbme<tet M<nDnm<Pemnm• Dmu '> u• •« +r« sX•er ,a•er 1i•m f4•nr,e•« eK• u•« di•> ,4•nr •r +1anr0 230,sm,son eX• +Y.• +X« It%• tc ,m .Ome.usarc homed on gwmeJmam wibm,lmm nnbmb esrmmlLevO pma,xtpades pormwrlmd.Minna yr nae Woe LVL PSL n%• ,Yr' +e' nK• +s• m• m• =r• eX• tfW t� BEARING FOR DOOR )BEAM BEAM BEARING AT wereodr z,e a.e.X• xae 17X' a.s.y,• 2,tx•r,• Ivo rvo Tae ore^%• a•e-Y,' ,n+teaminn.mmm�rowiteva repmsmtaiv. B Bd ra6'1 Doi 2)Y 1• 6' 4' M (t)- (2)2x9 U BE/1RING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL (GIdI IBI O—N sem 9 a.a N r-.q steed.. tae xan es12 mel g clearing g ,0a dKl eem,ron S4' 2' 0' 9• Y s' Y h h' M.K. 40+w O V 1X'ILevd^ar tY'Tmher6tmM® Sesppermtlelllopdam Gndmr, M 2x10 h9•%`2d0-X' 2ae." 2170. „a LSL dm bCam or tlodirg mrtamrd idtl IYA 1=0 den bex Y 2' 8' d' FLer 4W 6W eFae96g emmdn.%5•.ai,V I,aCJiM No...—. smelllna NealNry HA NA � /" 0 la ml mnlnmua over �, s• 5, mOede / rn aappoA hew,. +ddd'A+=dFrl<mr'mm 4• .• 4' .• as late tmg 4'glrry 9'O•Ir,g 4W Ism 6"0•Img 4q•t.n. e•mtm. ALLOWABLE HOLES-Headers and Beams J • 1m(an�wtm,en NA 4' t6 Ln•, Pnt 6' 6• Ba,br Rock' (oma P, X•«Y• X•«%• +•Nat ore a:a uu +•Nal 2m 2d 1.55E TlmberStrand®LSL Headers and Beams • 4) m,*nnr,.d mdb4•ox-wNN ms.en-nmka,w>au+✓1K'pm8.,vnwr.J:a PMnnat OnCmmreenenn earned •radii 61— RarommeMaanin.1413'mrxmmrinrad mvl8.Oncenmraeg pane edge Wog Melmum epadtgdndarx rHx� an+ frti> am ,e <b� 2x6amnbronne 2xexne`veto ) naamn • V� •m4amm4m4 on erg soma arw.ga•upereede recwnmmgelem•smd rows •FoildmN4ba tY'Orla,a 19'mrsme �4eV'f�. Xarpm lagaai oda lmdmum) into tela nidmun Tap large •( •M1la^0 taxi m�tm M.'snma%omeetaema •Forjdsl Wdba.memrrenlV;24'.—fou, W Q I. Q n��, '( .14 yn smdmmeymeabamma MadFX')nd41lmdmumPomtralan Or l'Ime uw • X� Pmtesunnealed TJepa«imhoamie ecaev¢d J�Osa moat DolammiY euppodaJ of Fara msec wood from dram Cdu.n hd"gGf mnlam Wih like.—dendl,,ole s bYUoding . _._�`) C L1 L2 L3 Sao eunenf7LevN llteraturo deem. Bands,hangars.«dneleaom,m9ntro im board ordm est m c O O O for!ming.-seams L4 Safelybradng(ix4 Idamna• np 9• a g Silent Floor®Jolst framing on•mnlerf«Td9)ata'ancentar(6'Jdam)ard em �0.saa CONNECTION OF MULTIPLE PIECES dDe9 not require bridging or E1 ewmtleamebrsced and wa. of/,eft K' General Notes OF TOP-LOADED BEAMS 18 midspan blocking 1.8,1(2YJ=oirimnum .R^w naa.r,y l%"Vtgdth PlBma: I. WARMNGi r No ndceinn<aa<m oc bcmnain ArTk danbim -' s s mewam•mro BEARING AT •Md...o11ewe 100(3•x a,28')ndeat IT COLUMN •Mamum uta mxa l0d(3'x 51281 mdem12'nc �� r«14'en1aesper Z's ELEVATED DO NOTh-1.0 Al Other[Level TN Trus Jolato Headers and Beams Vedfyodun.cepedty •hoeing 12d(3Y') the numberei BEAM ON COLUMN BASE COLUMN BASE Ojohn, Ren boamldm 6 and been belong .+lig rows may Da retlucedh ma COLUMN CAP nem E2 b.—eldsa MWema LVL B leitgih baa room[ y y L3E lmm5tmmn and P 3 merma PSL ILevdlmmtum 3Y•VAOLh PIe4me: °f wall' O LSL Meanie nue ere �=:aam¢mrdra Xdeeh •� •Mrimumd2roAm 14•bdbal Soareummustbo IvgeslMa(mnmumJ rnNOl<ut nor<h adds '� DeDZTB ,ibQ• 24'aa smpprrad waMn wall hrlaN T..danaxc¢Atm \- I1ILoedmuetbeepfled°vedYsum-eine µ1r ji�T '.7•r '.';S d dmbka. OF NEW mdrm+e/n mu:rrade„r beam vi dh ONmWw,usauavtadens for ,; ~' �4q"Y"r OR adeleadedbeams iJO lmldat eX'llevd^ 1Y' THS O Add/donalnalang orholNng maybD O O O Omis�nk TinurnSnand®LSL MnN�mLVL and see¢ ,ver PRE CERTIFIES THAT PLANS VrBE LS (g AL requited wlfhflog"aa0ad mulflplo-member Pt P2 P3 O l3 dm boom eP6L s PFEPA�llERIMl'DPROFtd AND gent dosed Meme aFHiV190N AND TO THE BFSf MY rewired with to current product gterature, meaeX eom 4�w•an aMa'dg JUDGEMENTWLEDGP O1ff WTHTH LATEST JIDOB.8O COLDLY 71TH 711E LATEST BI Ll LSEsmmta�mdH tsL ay.ea naemre a 2p. +z PROVISIONS OF THE NEW YORK STATE Ht s... N a.um UNFOR.1FFE PREVENTION,BURPS CCOE TJI.JOIST NAILING REQUIREMENTS at BEARING //'tr AND TIE NEW YOR(STATE BE4t3Y TJIdb Joist to Bearing Plate Squash Blocks to TJI®Joint 81 General Notes CONSERVATION CCNSTRLCTIW!OME 1%'iLeWn'or 1X• (Lwdbearlrrg wall above) O y Ao-ed tdemneedmtlero'udlpMyloaded.afire end erne say boa ers-601.Lam orre lad(al box nor B3 .awns nem nay DRAWING bm.� Nr M1Oectn rm.wmm mlommlrnge 0;�r�elda INSTALLATION TIPS O Oamrg)asb Use at or B2 at •ren Ma,mn¢.adate nr mamvmparkdanmtm MISC.DETAILS Dre.naamm •su6lmradneava va Improve ter wth Uotlarg Intetmedlatebeatinga %r edge etleset%. ponds rem odd. 1%• durum bead padormance,but may rot be required Wlm load Bearing or ^Bat amo see dmna2 Ere of pets shear wall from sonar G ,rdsupporr,3L'Z' ri.um -Whon)doodabdoudadetnonloadesedng mmnt°Rna r��tL��., p1F�r�-�—I R`l l ffi sffibi ntl dlamrally ellNnmed.te suepon plead Periform,epampiae apad one Wainer Nmppon Bmcetl endwm• D E L� Shoat fmnafor.Conn¢cdom epuNafen[m ri or f«dumang«(NAC anote3order oro«pone!nalfingechadNe ceWARNNG m 4aa •Addlorel)d0,4llumdr9 anq(see de4dl ,Ht >� •"a`m" •"T PROJECT: Famro T"'I's' I j. nm"�a°"®'�` )WawT"Jor"" i 3 JUL 2022 Roberts Premier dmboardor1%•Wd.TltD 10d(3')teaxnes, dm(deb Onemd(01 bex dna aeN oda et TJ®lo« -i 1 Detlelopement LLC nor lnm eaml large TJm)dstleye last •� Exterior Deck oz ;'AldoTJA snoredA 910GIennRoad, X • Y' Addlond '.��:n L.A attachment I DONOTwalko"Jokrs DO NOT fit onlo DONOTafaokbullding Southold NY 11971 mjdst One 16tl(3J4') 3Yj'Wtle TJN last m ,, Saucmrd ` ural breeed. that Hat ou terlals a"e-hepseed box ndlinm each large dm dst Rumdrg Id. L..—.�, iYing IWdrieure beabtg 1 T yew drop shealtig DONOTusonee, I yoYa NJURY.1fAYRESUL Nem.Stack onl Nmbar for H. SDUth,,IO Town beams orwaas LocOmdmboard mbonmenNam •sguaanBodmaMBodaegpandaraly DATE 7/22/22 1 sammd andW lass(demin Sl and K2 ftawrd(�r�rg. WAing.o NOTES: Pec4m..9.7""T"Idst(Wmweb pmmmanbesfedw may B03Td IeTof.pF,Qb¢DSaane and eonstru I can reatdtm aedow PROJECT NQ 221018-RDbeds BEAM ATTACHMENT aI BEARING aifrenealm nota subelmle rer.,laen Boom lmmdmasmaawm sen ALLOWABLE shrinkaner - sec ons verve a dlavAng gulddlrws: «tlmNtg panels .nests U4'Mnookoub of H3 HOLES fooraflagom LN sodlre,na..ems.a.e.s imidruwma a.a.app<mdweTJ-)d.v man.w,ndomrle„daa eaepmwlrmi,v DRAWN BY MS n iX'iLevrl^'«1X' pprmimmtlY 2 EffiRsn a pemwnad deck(NeaHrg).ndalbdeimlJ lee[rrylemataeend dtle bay«baed mdwa n.bersbaM® lroreceme TRUS JOIST s.sess Dna.portx9(Nd,mon).amm.daatolesrPaenaw«anammdmooararoman7au CHECK BY. MS LSL dm boom Asmai4mmil mpmpelYrdrdb-1.l. before eddi s1.ad be0eedona ns.. Bearing dam to be Silent Floor® fl eEnd,myn.e.^.m,tm.mdy'�menm,ndeee-ts,er.-I, DWG NO. Iush niBl rdid.ow to law TJ D'Idsl lenges mum mean aedght WIBn In'hoe ma d.nme,x Dave nes men see hamrg elan armWmua) Nara or beam Ona tOtl(3')boz nor each andemmrirtize «ILeW^'Framers Po kat A woyemeeor,mMcmlamO,Pardill�ertRmmb ru,TiermlO bbo ,TJOend Trus JdmBare redaeredeade�nmand dd°ofinemberstbeeirg, spidngvldak GUde rormdmum antlend ILavd+am a lbdsesetof Weywhaeuae,02006Waye ,[ser Company.N fights.served Pirmdlndte USA 1X'mdmum from and Ird4m,etlam heairglengtll D<emmr=009 Madcr TJgmB N-03 SCALE SHT.NO. AS NOTED W9W 1-GREPAI 1160 FRAM ISSUED FOR I Wk miss ad amt mrpY w1h to tdvwe% F rep BdL 2 Al wtdrws dd haveI shtar gess a dye d�wth seam Wind—a a Th-vernal rotes ubco O—1.rotor m pia a epedlmtan t Sol be d ehiatud wady elmseget Bora idWed m etas me DATE DESCRIPTION h 8ik9 Mdo as apodbd an tla amNboCrtl ddawt%a 2 Wasmm del be placed-hour 4o mad of 89 bob malro,m wood Lorglh of hp beta dd be als ms 213 —M-*Bifa 10 once¢wills WMaw me.rfnonrer be mterale eared strep mph cpaA%am At hest ore c At On*&.loon.d Beate.dap orkaa®s and tepibmns depth of Mt.belt belled tapole. window tan cam ewoom ams dd have a rot best cpern oma of al Sg Ft 7122122 DOB SUBMISSION d n aces wlea the dwbgs m rad afeds nnthodmy,IN.draoaor dad m board to parfam h ehtd doer hWd d 24',s net Wal ascot Wkfh d 20'.and e d hWt of 44'a hest Nm 50 94 FD wkh a net —vb-wth h seal eWrerw apeo�Wm aBd.reamadypm t W sb rah"neMBr twit be BOUA rottlod,oA Hodod But a roomled VW per Mesal by the paw,inn of fa w Wishmy 2 Ch-.m vaD'mbhh d d grades ore mdyra sort be tla mpmdily d tla gaud wisioloraro AMHcaL Da rot ala d-of ram.s noted west aW d of Ar limeL Pr aub). �ea oras Bed,Moo tared ial I. nnaa.tay edjbe ro oras par R d d tle e;ft. ark be f.Wd o beteg and reanad eooiontd harm head del be lanpered m pa Redmdhl Code d lbw Yak Ifs mboa&actae a BRyn BW Bax Stela erg oBal mors aro akemea a Noted dmmhs tat pemmrce ors each k'ere BOea elegy hh.dmrl=C2nhndv etrxW l Bd1'rp beam d)*W broad by a.4k,d 2%rnmbea elms be Na.nOoted Be Move; -.A Ardfsd h oBaa of peslao a Mb-Q-V4'end less h dp4f de and V&T d w2 rswa W rets at F o.etappaad DMMN 9-FTHE.4 h 4 The pored noted Old typlaa debele spry thrmyst the kb Wass oherM.noted or dorm b Mo rbo a goober Uma 9-V4'h dale a mllpe S x menbors though ball wth V2 riu.eta,inadiho bels at A(iered S.¢maaer6s The oaaaohr bell as pars aro madam al dawb=when h ft opinionopiniono1 to Be-cheesed beet with the R ORad.me or wrdraobk a dsapesy adds he dad Lamply roti the Addsot h weft before PrOweda h.d B,-Jest Ord Reeve: bestacdhmvs twallboard do]oo hateled ern eooaWew with the prorLshe d Imo Raldadol Dub d New Yadc 6Yala Bed walk a to dA be roWvdla to pe Berm and dry Moot mems of Its ban I Odpt at wood tsam.Mem and reface dad be tined to orb and bared hake not deper tern V8 the d%*of 2 Rypem wdbmrd dd rot be rdaled unit w thor poteo6m far tle mhl+an Is Woad Stoops at"be 0 1 E.Cideea Arddmkrd drmdrhp and perffidYre dsl b.ngaed es part of the m.darp fa Ino too menber Bad drJ not be lambed h the Bidets d V3 d Ino pm lohh depth of fns ende at Ino amber BMJ M work n to amt td damn mabrds of pa armhdhh oro not W down m Ino da a M'V +rah-0'1 baa L W&.M we to erred a b eg7es ore Boa of lllTsm are.At dad ecu m tle haft old em rad tese teda sept ore retdnL stem and trod Ocdep admnms rep.btlua a p.rierM m wet es anent nawytdb hBtip Bended V4 ft deer d Ino amber.Fba.hoed a out IAa Flat dol nal m obav thou 2 hdw to tls Ip a bottan to the hmhp mmbaa Al apWa d prpam wabomd old m h rm0aeea oaAeal exopl h aaoecbd Iradim ald grant and 114 cwuhw9m dA be d Ino caro drneter as for dela ovdlhro that ore an th0 peso eno the!encore of tha hind dal nal exceed t no tlaWh d w J*tat Tse tffor dale o1 beano,pia ponpandaUu down Be noted and rotors of M Yrhds a Oslo nadW thkrb%¢a dig ort be rotde4 saps at mm d Bre.bera edam d— d .BN msheax,h not OM w1t T.The Aoihot WI net be repampo for ad ori not haw od boi a-o=t mWh neva rmlmda L Fbas h a bean M,h o 51m Ilea 4 The bora ad 6adq of fdsmnaa del anpb with ft f�fatlhl Cade ot NYS.M owl rages ended aaraeea fee t I kbtcm a Eded mini ro abbe of Doadt wade a parNha dol net m moo 4an VS thea daph of stn abld aP6ea61 teduiq.%;aegspes or p000dre;a for achy preacders erg Popaca In mroobm wDh tle Well;end 1 wet not be rspadtle is the fak.d too Clad a h1a.&morn&eboobploas a anM parfartia 6. .abrotloc Geroge oaEiw and wale Wm adrnerd to dawn a meld b e f rated dawtW my Of too walk ro Barry ad to work h amordxoo wpb Ino opposed beebsot dmmahts L Thee BMJ banal each BOB b d b441t h way eyd tae!d pm h Pod.deo ad Bad emit The &,wig ud d J m d rates mode ties B.Any ad d dawtW and spaofth s W dawn k phO04 appy a wade,abodA draft,erg WVN dol cadet d not tem than and,by fl es Idh arta datb robed at each and or Of e43+tlent meld a a+doba,thot�x 0-web Adm too trawkm whin u&i-Bayed-der HIS sta danb m rdcetea m Ce I; mm%vadbbg ebkated hus r; and d-draft Vat"-rot a pod d too pahaoml-vla. dodo of aqd egib.Mit m en ble ort ragAdo a and W fa ahaft W—pall dwa,moa not awhrgs prMad to tla Clent M the Ardttecl uh9a laded oda tat eweaneri.Arty dsp0.rda wino trema exmad sagas Ides—td era,add d W malt Waft Wt—edegero latera eppod h net W—Ass 1 moarrerd.M any d tla alxwe 6iod se-I ck dorm h chinch NLpropA M othe,e eoN be takraod mlJod 13b*d and wffi d Inadm.Mavah of eyt loot With ambun d 2 x coq mateld wM wt 0th DM 30N 16-LEO WCAL Is Witt ro the y 0 ff.hmea lab Rwim 2 x hdseops at rtN-pdt wrkely d Bad wet Ertyt W regted by Na bora mWa bWa pehted A.floating Vanflaffan and At Candtled, i a Ma Is eplcatluh la bAdt porNor Ctx de, bda the ewl I.,kh holMo t Wewo ate d t tdm in5uo8oa t mt At WA abe hh M soamvpe Wthd Mand OOM and roan of ft pwafrp ap 9be. REVISIONS dawns of W pefa45ated mmpcaeo a,One wt to be retained by Aratdoot Ino otle set to be retuned to 2 Medndml abcmeada b siraH dxq trewets hdoattt act hyaba.mdaner lamtak hind dies stn ro bLBBAa erten bbst them eta. dap da&as s.o hal ore not oftt y pr root massa Boa l sown,provide 1 del With B'nWe.beorkt la each 4'd wd M Bass AAMM Pala to InmhBm Madorl d aboadmcla to mvbw GbasaW dhp dewtga and rotly 4e Ardb d d any buses sortie caNeta vahOBp etc cep the dmyh a.rggmlap of err,Pafoallwled anpared be Z1Md.�g61, pecledcd and abut"eno ddsy,him,omflem plat ro upbBrctaa NO. DATE DESCRIPTION Madded ddq oaohmtlon from prwh y appmwed gay kawkg%too kelf 2d del m 3vrtde4 wr+ ✓�d � a Al work dd be don h a neat ed wanorsim mss Ord do Be to not mdsd/maven W paper d the work to fmkaeft Wh..bed dip d.40 k-puaht to raft.1 tg Ardamt h rot peaAmd wuh tls �4'd 3 V2 x 3 V2 z tis a 2-Z,B pefamad by°¢Bas above Mmmtaa tte Wet apt dated Idrapy,and held NeAses too Aletiect halo any din a mule 4K ro SQ 4 x S V2 x x V a 2-2x8 1p fca, d Wlbon dem,Idrdt lad not heed is d Wyrrad5 aMaeas a mwm Iddab Melt a ectad ro have 6K to 9-V 5 x S V2 x"a 2-M t Al wok dol be h N aasBder.all,d anal odea end repNllmo of g.WJV epaxha U Th mom Rnfa and ¢am 611`1." S x S V2 x suit a 2-2x12 2 At wok did be dro h a red aro waorarisa soma and m as to not road.*harem¢ort pulls d the word U Tse cad"dao ed a'.%xpt'aa ahted h Imes aF�bnihw del be varA6e M U.amtraabx M pertained by mea oudmasce Is laced.mo and omdrom h to mad Of a mapae YAeMroa tlum s edlmtge and L a PLmthp Abombada W review atnnhM we aeder6al dawtw ad m*tlp AvoYted W my pk 8 lad .dad or aadloo tle.&mbar gat no®y the ArdhBcot h wrft I tla ampacy and Medd L N plywood del be Dory fir a B9.1 It amt be merdeohaed and graded In n—d—w1h WAG abust"and dim bdad oaWda later m meh u n. kdb.t.sgfenads dd be sppbd to tore the aikyb*Ifte Mealy. we pea 14K lar mmtnwwr and I d lid%w T.Term repiereao bey be apuem . ad by ne dboard Hoonatlar oodenad whir 2 Eads plywood Oma del bed 1e'APA'bemmak DnyahN 7a-e amtrar ftdnwtts Th acme-btWnt dad be fdbwea a a ud phh del be al.Wad dry dd Witdoro ft mala too d fieft ambos V-ad oldteo del aWam to a .mad tla fork kv o.do= 4 The faces gbh d Idea plywood dal be kW at IVA ages to he pats ad bums as parallel to the s6rh t N work old be h N no.derca VIM d olpmda NdWA scam end Load ocdea erg del mrtpy wb i to Beat CeiedM the 2000 pa.lda Vee mar W N*W ad rddamd Baba &Net,dal be pored$AM'armor bah Ino saps at too tinea n.nidnm Bort pmdmtlm his haft ra*—rat the-ft Wafer Tdia Wft T4 below balk.ol'W oacdo dam and looft.F..0=1-&tla s weh ore ne,rb-del be 1 VT fa Bd ooh a J 1 W W ad mh paver and tdVsa .qft dabs dol r A m 0.dad err,Be h Mem Ow.Peat atl.9.deme matnb is a N ase del be noted as per Belt edmdLk 2 At walk dell be dor h a reat ad wahreme Banner and as,as to not neadeady ra sper thd pain d fm U Um Lords:Roo.ZW Flow 40pot(adept depht roma Mpdt Edam Bdnonles OW Stat Lan1W M tQd. C Bina week 4OW Ked Laza Led.Gaepa 5W Malian foundation orad possum 4 dati0 Dora!Lacs Perf..W by oesa Dedw 4W.NO.asset stcaW Wed.Aft with dtaaps 20pd.(aradeb a Ru hb 21( L t Mims a-t at id mom BMeadet canoed U or w9p 1 x 4 ase dw4nde,ht Into ledBlvIn a wth 4 z 8 a haml.tlaa 14.Bogan of loopW enol oxford below lot Is d Ie orally pro atom S'-V below eddn grado b RA'waad amt of steeds m mddh lad at deelb%a wth meW etre dcvoac hauled h ea.mroe .At eW-1 belated agora and stored to wedded dad be wdstlrapaot. mkahrbed Bal a ad®pasted to 86 x dy dudy hewn a had aarybt capacity,m aiedfad n tote R naft�e h Bottom a reeapmlps and awldw dei m orated s morn oabmB top uoes o5wWl o.lad an dawlrM es',lord by a Bob P.M.0 booed h to I B 8y W—pojeot Is betq adt. 2 Lap plates d Wox Nall— .Reoptadea dmL m MlaSytl vaNny d Y dxrvn 1tld.Pod ere 1zV on fuhaley.a rmp3eo6B wpii 8 N tardeua wW maps order dam alae daerce R�e�d wet to ed7s or udatubed ed t N immp eek YAaiy wth rets adadka mho emndad sdeBlbl mo WAY haaW W of a dk le lay or bD dol be w1rad to a tad fart Interrupted doh mwem s.bel Ws than V-7.dal oaebt a tb aL paras Ud aapmtm h C hyaa m 8S X dy Blandly d date ad bort sift mom;a nsfnoNde ramnedalon a WW aw¢des ro be 4S gave Poo. a podde b rets d 2-0T oro.T4 beyond cgTy of udabYW ad ad 1-0 Into Ianrdffim Wal Al make mtto be ro a do Mayo utl wind n o Basher pre Set tla asNntlm al ore xq aalNdc d Eedh I&Free&alit Mania bad.ETC.miles did be mod apdd rovdabm wade wooldad wait tlp D Fm Staaka ¢A had m haw to bort oro.rake O.and ad h be&hx.to ewe its lam shot mf—h add.1 m e maim adantud pins.e related mteh EU.M hM pnsa-e o1 bels pt to sword 400 reach per t Fm d ppN dW m V.1d a to oU off d caoaded ae0 parings 0toh-goal and Iadmda0 wah 2' mooch orated h e beat aA.Nde to bedsore affi IooO P bagels poaxds exand 40pd,dem wade mast be Bladwed for eobel pmsum by a roomed Orbs Be 2 tlidaesxa ot T.del Ixrber wth brakes laP pts a ata ppowed.asteml I.A b vdtew orbea amble meds amt be boated at each lad d the dwelt.Nast to bsvelead a ,%t tam Pre=hW Arftod berm&h too bwft whet,pdpot h belt dR tP N ad pats hoary boo spasm dim dal hp at cad dx m Yaim ad m rdJed topdha aim off. 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HOUSE & SEP71C) NO ML WITHIN 150' OF SUBJECT PARCEL LITY 8a¢ POLE G&EXA, ROAD X cL:a- '0� %� XCL.. Q 9 , PUBLIC WATER/N STREET EpP Bq w w EOP ABB CURB. 'RpgO FOP °t'w °"w U71UTY PIPE FND. BO PO N/O/p' O D 3 TEST WELL R-129.83 31 0.0 MARC 2UP/C/CH S TONYA'HUR097Z :,M.. `; - USES PUBLIC WA 7M? : Lo EXJ E 589- . N f1 EX N/O� W.3'DEEP ! EX MAL �g�¢ G ANGEU*-GORSKY ' fog $ L' USES PUBLIC WATER X 8 DIA Lh- . PROPOSED ° Dao W i 0 i FI1u1 aaE1V.5 O PORCH U 1 o t 40*-FRONT YARD SETBACK. DV S' Z O Go MONS? ON PAD a CJO ?3CD• 5' V CONDlOL ice, c i3CD.' o r*1R t P,ANa2_ iS.T 85• COR POWER SUPPLY CONNE07ID 70 pROPq� 0 2,W' DEnICAiEa 11s vrxr Ac Hoemsn: 9 m BB CURB GLE PHASE 20 AMP-CIRCUT o FF�12s EO BREAKER ON HOUSE MAIN Y N ''COR I -= --- __ - �`k FF �' 14�• o _ mss, @ - I�_. CURB tea: i o w: �, q. moo• `Q FRAME S4Pna:DEMGN k _ Q( R/o� -t.o SHED BY GLWS BERRY NYS UCSVSED ARCH17ECT 0 COVD GAZEBO q,0. �5 s �. RAIN .RUNOFF CONTAINMENT j 82yr 1 i �= PROPOSED HOUSE 2,956 Sq. 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