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HomeMy WebLinkAboutTR-9759 Glenn Goldsmith,President rjF S0 Town Hall Annex A.Nicholas Krupski,Vice President ,`O� y�lO 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 coum BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1818C Date: May 19, 2021 THIS CERTIFIES that the construction of a two-story wood framed dwelling with basement below and a first floor area of 1,955sq.ft., second floor 796sq.ft.; 560sq.ft. attached garage, 270sq.ft.front porch; 205sq.ft.rear porch; 960sq.ft.new asphalt driveway;new concrete paver walkways;-and install a new Innovative Alternative Wastewater Treatment System; establish and perpetually maintain a 10' wide non- ' turf buffer landward of the tidal wetland line; At 350 Jockey Creek Drive, Southold Suffolk County Tax Map#1000-70-5-52 'Conforms to the application for a Trustees Permit heretofore filed in this, office Dated July 17, 2020 pursuant to which Trustees Wetland Permit#9759 Dated November 18,2020,was issued and conforms to all the requirements and conditions of applicable provisions of law. The project"for which this certificate is being issued is for construction of a two-story wood framed dwelling with basement below and a-first floor area of 1,955sq.ft., second floor 796sq ft• 560sq ft attached garage; 270sq ft front porch; 205sq ft rear porch,• 960sq ft'new asphalt- driveway; new concrete paver walkways; and install a new Innovative Alternative Wastewater Treatment System` establish and perpetually maintain a 10' wide non-turf buffer landward of the tidal wetland line. The certificate is issued to Luis Portal owners of the aforesaid property. Authorized Signature Glenn Goldsmith, President V'�QF SO(/ly Town Hall Annex ' A. Nicholas Krupski,Vice President ,`O l0 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J.Domino cn >r G Q Telephone(631) 765-1892 Greg Williams �0 �� Fax(631) 765-6641 UNT`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: INSPEC D BY: V ` 41e_ Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale-line/silt boom/silt curtain 1St day of construction '/ constructed Project complete, compliance inspection COMM TSS /r��" CERTIFICATE OF COMPLIANCE: CC# : C21-14015 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 06/11/2021 under Liber D00013108 and Page 333 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 06/17/2021 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL . , 1llllllllfllffllllllll11111I1fif1111111111IIIII!!111111 . 111f1f1111filllfll1111111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 06/11/2021 Number of Pages: 10 At: 03:18 :57 PM Receipt Number : 21-0109738 LIBER: D00013108 PAGE: 333 District: Section: Block: Lot: 1000 070 .00 05.00 052 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $50 .00 NO Handling $20.00 NO ,COE $5.00 NO NYS SRCHG $15 . 00 NO ,'TP-584 $0.00 NO Notation $0.00 ..NO, Cert.,Copies $0 .00 NO RPT $200 .00 NO Fees Paid $290 .00 THIS PAGE IS A PART OF THE INSTRUMENT " THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County I �c El o I�ecar-c(edt 1 Number of pages 02 o a( Tun t This document will be public G(erk df- 5"r-i;LIk record.Please remove all CC,-"N4y Social Security Numbers L000 13Lacd prior to recording. 33-3 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES 'Page/Filing Fee. 150 Mortgage Amt. Handling .� 20. 00 1.Basic Tax 2. Additional Tax TP-584 SubTotal Notation Spec./Asstt. or EA-5217(County) SubTotal �7 Spea/Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. Held forAppointment Comm.of Ed. 5. 00 Transfer Tax Affidavit • Mansion Tax CertifledCopy The property covered by this mortgage Is or vitt be Improved by a one or two NYS Surcharge 15. 00 Sub Total family dwelling only. �-Z'� YES orNO Other ((�� ff--�� Grand Total 2"1 V If NO, see appropriate tax clause on page# of this instrument. 4 1 Dist. 5 Community Preservation Fund 4503493 1000 07000 0500 052000 Real Property P T S Consideration Amount$ Tax Service i R SMI A Agency CPFTax Due Agency18-MAY-2 Verification -- /- Improved 6 Satisfactions/DischargRECORD&R ETURNpT� OwnersMailingAddress LUIS Portal Vacant Land 3 Sandie Lane TD Manorville, NY 11949 TD TD Mail to:Judith A. Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suiiolkcountyny.gov/cierk Titie# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration Of Covenants made by: (SPECIFYTYPE OF INSTRUMENT Luis Portal The premises herein is situated In SUFFOLK COUNTY,NEW YORK. TO IntheTOWNof Southold Southold In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIORTO RECORDING OR FILING. over S43�S ►fr� 2� b1 katllJef rA Declaration of Covenants Sec : L—aP�a� OesCrcpfio►� o Froper+y This Declaration made this 251h day of April 2021 By Luis Portal hereinafter referred to as"DECLARANT": 1Q WITNESSETH: I�I� WHEREAS,DECLARANT is the owner of certain real property located an 350 Jockey Creek Dr,Town of Southoly,County of Suffolk,State of New York,described in the Suffolk County Tax Map as District 1000,Section 70,Block 05,Lot 10 which is more particularly bounded and described as set in Schedule"A"annexed hereto,hereinafter referred to as the Property: WHEREAS,the property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the"Trustees"pursuant of Chapter 275 of the Town Code of the Town of Southold its successor,and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted: WHEREAS,as a condition of the granting of a wetland Permit to undertake such regulated activities,the Trustees required that a 10-foot wide"non-turf buffer"adjacent to and landward of tidal wetlands delineation. WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best Interests of the DELCARANT and subsequent owners of the property. NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained 10 foot adjacent to tidal wetland delineation"non-turf buffer"as defined by Chapter 275 of the Town Code,to wit:"A designated area where turf grass,pesticides and fertilizers are not permitted."And as depicted on the Survey/site plan dated and stamp approved on 12/4/20,see Exhibit"A"attached:and 2) These covenants shall run with the land and shall be binding on the DECLARANT,his/hers/their heirs,assigns, purchasers,or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. \ IN WITNESS WHEREOF,the owner has duly executed this instrument this rP day of J— e 201L_. OWENER'S SIGNATURE PRINT OWNER'S NAME STATE OF NEW YO^R//K�� /� COUNTY OF 5aro C. ss: ON THE (--� _day of )12 Me in the/year 0 j before me the undersigned,a Notary public in and for said State,personally appeared_ Lo 5 Pay- Personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in hi capacity,and that by hi signature on the instrument,the individual or the persons on behalf of which t 'dual acted,executed the instrument. NO PUBLIC Timothy Tam Notary Public State of New York No.01TA6385488 Qualffied in Suffolk County Commission Expires March 4, SANITARY SYSTEM DMIGNIN HOU SITE PLAN BASED ONTHE SURVEY OF PROPERTY #OF BEDROOM• 4 AT SOUTHOLD,TOWN OF SOUTHOLD,SUFFOLK OOUNTY.NY SCTREQUIRED 440 GPD,AS PER TABLE 3,SCDHS RESIDENTIAL STANDARDS BY 1000-70t&.52ETZGER, BY JOHN MkTLGER,LIC.N0.4981 B ADVANCED TREATMENT UNIT: FUJI CEN 5 PO BOX 909,1230 TRAVELER STREET,SOUTHOLD.NY 11971 IAAOWTS CAPACITY REQUIRED 400 GAL PER DAY DATED;FEBRUARY 18,2020,WITH LAST UPDATE DATED 211. VAOWTSCAPACITY DESIGNED: 500GALPERDAY APRIL20ESURVEY) CERTIF[EIEDTO,RO,ROBERTS PREMIER DEVELOPMENT,LLC LEACHING SYSTEM: LEACHING POOL,WITH SOIL REPLACED FOR DIRECT PRONATIONAL TITLE AGENCY,TITLE RESOURCES GUARANTY COMPANY Pusuc WATER CONNECTION TO SP SOILS REQUIREDANDDESIGNED- LOTVATIC SREF R N TIE LINE FOR 0 TO 4 BEDROOMS:300 FT2 SIDEWALL AREA, ELEVATIONS REFERENCED I O N PUBLI as per TABLE 4 FOR DEPTH TO GROUNDWATER OF 9.11 FT.3 POOLS:4' ALL PROPERTIES M FIR 150'ON PUBLIC WATER. DEEP,8'DIA. FLOOD ZONE FROM FIRM 36103Cb166H 5096 FUTURE EXPANSION:(2)4'DEEP,E DIA LEACHINGPOOLS MAP EFFECTIVE DATE SEPTEMBER 25,2009 BY OTHERS ~_� ri GENERAL CONDNTIONS: STORMWATER CALCULATIONS 1� DRNEWAY RUNOFF CONTAINMENT: ,v 1.INSTALLATION SHALL COMPLY WITH SUFFOLKCOUNTYDEPARTMENT OFHEALTH "WFQMHDM 7M6q.FL Jfi SERVICES'REGULATIONS,STANDARDS,AND REQUIREMENTS.AND SHALL BE n3.an x i-m c ut. STRICTLY IN ACCORDANCE TO THE MANUFACTURERS INSTRUCTIONS. V=A-53W PoAft 11Ra•FMC SEUWM DW 90 AI DOW I VF 2 THE INSTALLER MUST HOLD A CURRENT UQUIOWASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VI(SEPTIC INDUSTRY BUSIWSSES)AND ENDORSEMENT J RAIN RUNOFF CONTAINMENT: (WNOVATIVE ANDALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THEIMmOLI x yam�4 FL rA SUFFOLK ODUNTY DEPARTMENT OF LASCK LICENSING AND CONSUMER AFFAIRS. 514MA-b VF PURSUANT TO SUFFOLK COUNTY CODE§W3.791i)(4 THE DEPARTMENT OF LABOR, Fww 3O 90 r t Dow 21 VF r LICENSING.AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE Ca�wG4d W Oi1hw�twOw� HOLDERS. 3.ALL INSTALLED UA OUTS ARE REQUIRED TO HAVE AN INRIAL 3-YEAR WARRANTY. DEC BUILDABLE PROPOSED LOT COVERAGE A 4.ALL p1STAALLED UA CWT'S ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND UPLAND AREA FROM WETLANDS 15889 sq•fL O MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OMMR AND SERVICE HOUSE 8 GARAGE 2482 sq.(L d PROGIVER. PORCHS WISTAIRS 562 sgfL 8.SERVICE PROVIDERS MUST REPORT ALL CAM ACTM(TLES TO SCOHS(SUFFOLK ASPHALT DRIVEWAY 735 sqR O COUNTY DEPARTMENT OF HEALTH SERVICES) s.COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE UA DWTS ARE INSTALLED 3760 sgft (� 313. REQURINQ SYSTEM REPLACEMENT IN EVENT OF FAILURE:O&M REOUREMENT: 3760119699=19.196 ACCESS TO DHS INSPELTIONISAMPLIND ON QUARTERLY BASIS IF NEEDED,OTHER REQUIREMENTS THAT SCDHS DEEMS NECESSARY. LIMIT OF CLEARING LANDWARD OF 7.PERFORMANCE STANDARDS FOR VA OWWTS TECHNOLOGIES: 75 WETLANDS SETBACK PLS SC7)yi VA OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN LIMITS OF CLEARING,GRADING AND wA R OF NINETEEN(19)MGILOR LESS GROUND DISTURBANCE(LCGD)= 8E p 11424 SQ.FT. piiaFATMENT OONSTRUOTION CRITERIA NOTE I SEPTICVTRFATMENT NO REGRADING PROPOSED. Owe L'7' 1 ALL NON-CONCRETE TANK WALLS.FLOORS,ROOF AND ACCESS COVERS SHALL RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). NO FUTURE DOCK WORK PROPOSED. USLfC WAIT LL NON-CONCRETE PREFABRICATED SEPTIC TANK 8 VA OWTS SI4LLL CONFORM TO NO PATHS OR WALKWAYS BEING CONSTRUC 0. THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS -AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS-ANSI ZI00 2oc7ANDANY UPDATES THERETO. IL EACH SEPTIC TANK&VA OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKEOAT THE KEY INLET ENDOF THE TANK: 1. MANUFACTURER NAME OR LOGO 2 CAPACITY AND NUMBER OF OPENINGS (U) _ �� 3. MA)OMUMDESIGN WAD 4. THE DATE MANUFACTURED IV ALL T4RON AND HDPE COVERS SHALL BESET AT FINISHED GRADE.BE „-D _WELL LOCKIRM TAMPER.REMSTANT.WATERTIGHT,INSECT-PROOF,RAT.SKID-PROOF,AND BE �J _ APPROVED FOR SEWAGE USE.COVERS AND RISERS SHALL BE CAPABLE OF A = S I AKE WITHSTANDING A TRUCK WHEEL LOAD(38 S IN.OF 25W LB FOR 60 MIN WITH A MAX VERTICAL DEFLECTION OF 1.51I' V HOPE COVERS AND RtSERS ARE REQUIRED TO BE USED ON NON4ONCRETE =TESTI HOLE EEPTIC TAtM.THEY SHALL BE SET AT FINISHEO GRAOE,BE LOCKING,WATERTIGHT. O _PIPE INSECT-PROOF,AND BE APPROVED FOR SEWERAGE USE M. IFA RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY UD OR DEVICE SHALL BE PROVIDED. =MGPdUUI�`) 2'SEPTIC TANK&UAOATS SHALL BEWATERTIGHT AND CONSTRUCTED OFSOUND ❑ AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR SITE PLAN BASED ONTHE SURVEY OF PROPERTY AT SOUTHOLD. TOLD.TOWN OF SOUTHOLD,SUFFOLK COUNTY,NY SC71I1#SCTM1�70'0214 iJ BY JOHN METZGER,LIC.NO 49818 pj URCN j PO BOX 9D9.1230 TRAVELER STREET,SOUTHOLD.NY 11971 ' UC WATER 1 SC7lbllp DATED;FEBRUARY 18,2020,WITH LAST UPDATE DATED 1 APRIL 21.2021(FINAL SURVEY) CERTIFIED TO ROBERTS PREMIER DEVELOPMENT,LLC PRONATIONAL TITLE AGENCY,TITLE RESOURCES GUARANTY COMPANY AUBL'C WA l I Pu'a" �L LOT AREA'21,862 SF TO TIE UNE 1' 1 1 R ELEVATIONS REFERENCED TO NAVO.88 r ( r . ALL PROPERTIES WITHIN 15V ON PUBLIC WATER. t f S7 FLOOD ZONE FROM FIRM 3810300168H �•�. MAP EFFECTIVE DATE!SEPTEMBER 25,2M BY OTHERS �� �( ��'• STORMWATER CALCULATIONS DRIVEWAY RUNOFF CONTAINMENT (v V/ j� i „Hassq.n. I i. QC mW12Lft% .Avi CRS a�we. rftAFncnu+auowro.ro.o.yvf EL 131' RAIN RUNOFF CONNp�C WATA MEMP ;L. lNg PROPiOMHOusE 30nft Fi as* - 1t1.6U CYA. _^�_� �G�O R."30:mxrDoor 24Vs ' Fpgy � -1— E C---d-dny am.,a L4.ar. f—j— PIPE FND Mf7YT DEC BUILDABLE PROPOSED LOT COVERAGE -1— " � — 30 h Sn446'Spa� A UPLAND AREA FROM WETLANDS 19699v%ft. 4 /; _ �-' ! 76 V B, y • HOUSE 8.GARAGE 2482 sq R r � t u� 0' 50%FUTUR 'Ct' r I r i N .'- e EXPANSION LP PORCHS W/STAIRS 582 sq R. O N ASPHALT DRIVEWAY 735 sq.1L r I (3),f DEEP,B'DIA LP 44y' S LP 37W sq ft ' 316,38 f FUJI CEN5 ; Ow) 3750!19899=19.1% 1 / LIMIT OF CLEARING LANDWARD OF � ' .? � 75'WETLANDS SETBACK 7 LP � SC7M4: DB NOTE:B'MIN LIMITS OF CLEARING,GRADING AND S aUC IV`1�R 70°�7p-0�8 SET.LP GROUND DISTURBANCE(LCGD)_ ' AWO/t 11424 SOFT. SEWAIS NOTE: 8R0 W CONTROL PANEL 4 %�' _ A NO REGRADING PROPOSED per,aL TNG BLOWER ON PAD UNDER �; CO NO FUTURE DOCK WORK PROPOSED. r 8L1C WAS WEATHERPROOF COVER '/ r.Q' 'o a GAR NO PATHS OR WALKWAYS BEING CONSTRUCTED (/ POWER SUPPLY CONNECTED TO DEDICATED 115 VOLT AC,SINGLE- .a ! KEY I PHASE.20 AMP CIRCUIT BREAKER I ON HOUSE MAIN2 Y TH STOR NOb,4�Ea 0 EL=11.6 A iw{ g — Fpk"EL 100 GAFL40E f~) = RDAR D = STAKE �_ I� / zir =TEST HOLE ` 1oa J Dw. GROUND ELEVATION 110 SCAM#ioop 7 14 l OL 1.01 DARK BROWN LOAM PUBLICW-46 100psC71Lty I ML 3.01 BROWNSILT - - S SC 50' BROWNCLAYEY SAND WITH SCi{0OL crw 1 — 10%GRAVEL ��WA7ER X47 16 3P AWR PALE BROWN FINE SAND r d PU@ J 017' so, __ — WATER IN BROVVN FINE TO 125, i SP MEDIUM SAND 17.01 TEST HOLE JOC {c`. 1C E� GEOSCIENCEDT . � r ' H.13.1' � WATER ENCOUNTERED 10 4'BELOW SURFACE �` BLfCWA7>R pVSr`K D HIGHEST EXPECTED GROUNDWATER ELEVATION 1.7 �OFpq PIPE FND Thr 14.7 EL ' TEST HOLE DATA 30, a S7J. ��� N.T.S. cd 1 �� 7g S,ry' 50%FUTUR EXPANSION LP 1 ,0o. 0.13 S' (3)4'DEEP,B'OW LP 6)LP FWI CENS �� cvDB I LIP NOTE 8'MIN ad 05.g BET.LP �+ J CONTROLPANEL f5g; BLOWER ON PAD UNDER `: Co WEATHERPROOF COVER ; 't rete SCnw#1 SOS g POWER SUPPLY CONNECTED TO 00D 7 DEDICATED 115 VOLT AC,SINGLE- PHASE,20 AMP CIRCUIT BREAKER 2A Sq� ON HOUSE MAIN Y slow 0 TH ��" F���d EL=1I.@ +� ELLUVG � 1 rNacs PUB 10 U. C,E uC WA7ER SRF t �f /CLF COR. / as DW STEPS 14'E lar J . WETLANDS SETBACK LINE 9p 75' g i WETLANDS �!{ SETBACK uJ� MANHO�URER USING EITHERYAOWMTESTING ORWATER TESTINGMET I. VACUUM TESTING MUST PULL 4'OF MERCURY(NG).FOR 2 MINUTES WITH A LOSS OF IMA OR LESS. II. WATER TESTING:SEAL TANK FILL TANK WITH WATER TO OUTLET INVERT ELEVATION FOR 24 HOURS.REFILL THE TANK TO OUTLET INVERT AFTORR 24-HOUR PERIOD AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. B. ALL PENETRATIONS PIPES SHALL BE OONNECTEO TO TANKS WITH A WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. 3.THERE SHALL BEA MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT TO THE BOTTOM OF THE TANK COVM 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEW 20 INCUS IN DIAMETER, AND IN COMPLIANCE WITH 5111 AND 5114B-7 OF CDHS RESIDENTIAL STANDARD 2015. ALL OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: A OPENINGS SHALL BE PROVIDED OVER ALL INLET AND OUTLET PIPES B. WHERE EXTENSIONS ARE REQUIRED.THEY SHALL BE WATERTIGHT G SEPTIC TANK d VA OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF NONCORROSIVE VENT TERMINATION MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE -ENTRANCE INTO TANK MAY BE FATAL' NT SHALL HAVE A MINIMUM �fe*+r T0.u!LA IIA DINTS INSr nTX)N&TANDAR03• 1 I HORIZONTAL SEPARATION OF 12 INCHES TO THE SLOPED PORTION OF THE ROOF. 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE POWER SUPPLY CONNECTED TO DEDICATED 115 VOLT AC- SINGLE-PHASE,L SINGLE-PHASE.20 AMP CIRCUIT BREAKER ON HOUSE PANEL 7 THE SEPTIC TANK 6 VA OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS t CONTROL PANEL MOUNTED ON HOUSE WITH VIBRATION ISOLATION (WITH A MAXIMUM TOLERANCE IN ANY DIRECTION OF 4f-ONE QUARTER INCH)ON A MINIMUM 31NCH THICK(OR MANUFACTURERS RECOMMENDATION)BED OF PROPERLY i BLOWER IN COVER ON PAD LEVELED AND COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL.BACKFILL 1 I SHALL BE PLACED AROUND THE SEPTIC TANK A VA OWTS IN SUCH A MANNER AS TO 4'WASTE AVOID DAMAGE AND COMPACTED IN64NCH LIFTS.BACKFILL SHALL SE FREE OF CLASS 2400 OR SDR 35, LARGE STONES.STUMPS,AND CONSTRUCTION DEBRIS. j 1fB"PER 17 SLOPE MIN, 3.THE TOP OF THE SEPTIC TANK S VA OWLS SHALL NOT BE LOCATED GREATER THAN i 4�WASTE TWOAND HALF FEET OR LESS TWIN ONE FOOT BELOW FINAL GRADE.FOR SEPTIC HOUSE 1 I CLASS 2400 OR SDR 35, TANK!VA OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED i 4"WASTE CAST IRON WITHIN 7 FROM 1B'PER 12'SLOPE MIN. GREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. 1 FOUNDATION WALL,CONTINUED TO DISTRIBUTION BOX 1 CLASS 2400 OR SDR 35,(OR SDR40) POLYLOK 20" 2ENW NOTES i 1f4'PER 12"SLOPE MIN. Wf 17 RISER (3)4'DEEP,B' 1. BEFORE ANY EXECUTION,VERIFY ON SITE IF APPLICABLE- EL.13.541- 1 w DW LP GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. 1 6"RISER WISECONDARY GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. 1 1 w `SAFETY DEVICE E -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS EL 12A'+f- .ANY UNDERGROUND UTIUTIES.INFRASTRUCTURES.ANDIOR STRUCTURES I ANY TREES WHICH MAY AFFECT TO THE VA OWTS INSTALLATION 1 - 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A VA OWTS. tFLIJI TANKS SHOULDNOT BE PIMPED WHEN GROUNDWATER IS HIGHORFLOODCONDITIONS EMST. FURTHEST BASEMENT ! N5 I I LEACHING ° I POOL I zn I I 2 HIGHEST EXPECTED GROUNDWATER EL.12 EFL aw- IL -I O iUu m o OCD X HIG x � w o O � ?t Lu $ $ ow GRC R( a Om O 0 5 10 15 FT REPLACE SOIL WR AND GRAVEL ABO% OR SW SOIL LAYEF 2 SECTION DIAGRAM 3/16'=1'-0' _ zoNE x FLOODZONe � uNr: y s ZONE AE(EL 8) o 0 ti 2 1a NONTURF BUFFER WLF WLF #Z #1 VENT TERMINATION i 4 WLF VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE F i ROOF LINE AND THE TOP OF THE VENT SHALL HAVE AMINIMUM I SRF.END #5 a #�-F HORIZONTAL SEPARATION OF 12 INCHES TO THE SLOPED t(1� A PORTION OF THE ROOF. 4 i POWER SUPPLY CONNECTED TO DEDICATED 115 VOLT AC, I GINGLE-PHASE,20 AMP CIRCUIT BREAKER ON HOUSE PANEL WETLANDS VEGETATION NON DISTURBANCE AREA f CONTROL PANEL MOUNTED ON HOUSE WITH VIBRATION ISOLATION _ BLOWER IN COVER ON PAD r-Ilk G _ - MHwM WOOD OWASTE S24000RSDR35, Af, 22. N�� TIE LIN DOCK 11S'PER 12"SLOPE MIN � S86"�d0"W i CLASS 2400 OR SDR 35. RAMP I C WASTE CAST IRON WITHIN 2'FROM vW PER 12"SLOPE MIN.r WASTE 74.32' FOUNDATION WALL,CONTINUED TO DISTRIBUTION BOX CLASS 2400 OR SDR 35,(OR SDR40) POLYLOK 2(" ' 114"PER 12"SLOPE MIN. Wl 12'RISER I,+)4'ULEP,S' PILF3 SAFETY DEVICE '• DIA 1.,' - E:I ,2T+/- JOCKEY CREEK I—, I S°RISER WISECONDARY I 0 I w EL 12 a+1- f �'- 1 I! I/AOW'PS LAYOUT a 4 k I I I°1gt11lliuT I ! FUJI CENS I I I I!M'I IW-, I ! ABBREVIATIONS: I a AND LP @ AT MAX. •i B.C. BOTTOMOFCURB MIN. BW BOTTOM OF WALL N-T.S. i. CONC. CONCRETE PROP. 1 -a C.O. CLEAN OUT REO. - • — - — - — LL o , _ _ _ _[ - _ - a — _ -p1 — — _ __. DB DISTRIBUTION BOX SCDHS IN o _ E or ELEC ELECTRIC 1 O O w c J 2: J �� �� S ELEV.or EL ELEVATION ST GI d O to HIGHESTIIEXI'1;�i11i1, G GAS T.O. 0 $ O }z �jC) GROUNDWAli;12,;1 1.7 HDPE HIGH-DENSITY POLYETHYLENE F.C. ���o VA OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW WASTEWATER TREATMENT SYSTEM w 10 15 FT - REPLACE SOIL WITH CLEAN:iMBI INV. INVERT Wl AND GRAVEL ABOVEEX1811Nl;:l- LG LEACHING GALLEY OR SW SOIL LAYER(-.13) i I i 1 r , ZONEX -CLF.COR. / C �.,/�� r 1 rl(YNONTURF FLOOD2pNEUNE 1.TE IJv�"' ) �1 l� L��jY)�� 11 NN LOCATION DIMENSIONS VVV E AE(EL 6) 1 40 T III, Q 40.4' 13 v 3 40.2 15.9' 4 406 23.4' 5 45.5 29.7 B 41.3' 41' 0 7 31.7 28 3' UFFER WLF WLF #2ev #1 co WLF WLF WLF 4 4#s #3 4 LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL WETLANDS VEGETATION NON DISTURAAREA CONSULTING,INC ON JANUARY 28,2020 C�/VE T1E LINE oOoKS86'34!A0•�, RAMP 74.32' \ \ v PUS Innovative � MIR and Alternative Ormle �� C K E Y CREEK D za 4o so FT Wastewater Treatment System(I/A OWTS Jockey Creek Drive WTS LAYOUT studio alb architects 20''4" 651 West Main Street, �g13 AR RWrhead,NY IItX>1 gIL6F 6315912402 631 3231425 glyrus®stodimbarchtlacts_corn AB BREVI ATI O NS: malAng address. 8 AND LP LEACHING POOL P Box 444 957 y� 'o2ti ® AT MAX MAXIMUM B.C. BOTTOM OF CURB MIN. MINIMUM BW BOTTOM OF WALL N.T.S. NOT TO SCALE CONQ CONCRETE PROP. PROPOSED AS-BUILT C.O. CLEAN OUT REQ. REQUIRED DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT �, EorELEC. ELECTRIC OF HEALTH SERVICES I/A OVUTS Layout ELEV.orEL ELEVATION ST SEPTIC TANK Roberts Premier Y G GAS T.O. TOP OF HDPE HIGH-DENSITY POLYETHYLENE TO TOP OF CURB Development LLC Projecinember 2048 IIA OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL WASTEWATER TREATMENT SYSTEM W WATER Date 5/8/2421 INV. INVERT LEACHING GALLEY W/ WITH LG Dtaam by GB R, property Tax Map 9 Checked by HA 4 1000-070.00-05.OD-052.000 sae street address. C.01 350 Jockey Creek Drive, Southold NY 11971 Scale As indicated I 1 Title Resources Guaranty Company SCHEDULE A DESCRIPTION OF PREMISES Title No. PNT26831S ALL that certain plot, piece or parcel of land with the buildings and 'improvements thereon erected, situate, lying and being at Southold, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southerly side of Jockey Creek Drive said point being 313.39 feet from the intersection southerly side of Jockey Creek Drive and easterly side of NYS Route 25; RUNNING THENCE along the southerly side of Jockey Creek Drive, South 77 degrees 46 minutes 50 seconds East a distance of 100 feet; THENCE South 12 degrees 13 minutes 10 seconds West a distance of 206.12 feet to Jockey Creek THENCE along Jockey Creek the following two courses and distances: 1) South 86 degrees 34 minutes 40 seconds West a distance of 74.32 feet; 2) North 72 degrees 28 minutes 50 seconds West a distance of 28.95 feet; THENCE North 12 degrees 13 minutes 10 seconds East a distance of 223.52 feet to the i southerly side of Jockey Creek Drive, the point or place of BEGINNING. AMENDED 0 03/0512020 i I 1 I t i i I I \ 1 TOWN OF SOUTHOLD 1 c,�1fF jr 3r, BUILDING DEPARTMENT TOWN CLERK'S OFFICE o €' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45537 Date: 12/4/2020 Permission is hereby granted to: Portal, Luis 51 S Bay Ave Eastport, NY 11941 To: construct a single family dwelling as applied for per DEC, Trustee, and SCHD approvals. V At premises located at: 350 Jockey Creek Dr., Southold SCTM#473889 SeclBlock/Lot#70.-5-52 Pursuant to application dated 1112012020 and approved by the Building Inspector. To expire on 6/5/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,474.80 CO-NEW DWELLING $50.00 Total: $2,524.80 Building inspector Glenn Goldsmith,President �,QF SU�Ty Town Hall Annex 0 Michael J.Domino,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III 9 [ Southold,New York 11971 A. Nicholas Krupski v' G @ Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU-ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 12"HOU.RS�PRIOR TO'_COMMENCP_MF_NT OF THE ACTIVITIES CHECKED'OFF 'BELOW INSPECTION SCHEDULE Pre-construcffdh hay"bai'e2lirl'efsiltboo l/silt curtain 1S�--day of construction' °° constructed When project complete, call for compliance inspection; Rft -7111 tllp;ZoW! 'kW.M. P�MTWWRAW�.�MPAI 9XVRATF11�MWWIPM"Iv Mlp-IM, 91 WIIM511U,�,!W" 6f�51� %191 k, .........�� BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9759 DATE: NOVEMBER 18,2020 g ISSUED TO: LUIS PORTAL PROPERTY ADDRESS: 350 JOCKEY CREEK DRIVE,SOUTHOLD & SCTM# 1000-70-5-52 V 11 0,10,.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 18, 2020, and in consideration of application fee in the sum of$250.00 paid by Luis Portal and subject to the Terms and permits the Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and ] ermits the following: Wetland Permit to construct a two-story wood framed dwelling with basement below and a first floor area of 1,955sq.ft.,second floor 796sq.ft.; 560sq.ft.attached garage;270sq.ft. front porch;205sq.ft. rear porch; 960sq.ft.new asphalt driveway; new concrete paver walkways; and install a new Innovative Alternative Wastewater Treatment System; establish and perpetually maintain a 101 wide non-turf buffer landward of the tidal wetland line; and as depicted on the survey prepared by Peconic Surveyors, P.C., received on November 13,2020,and stamped approved on November 18,2020; and the site plan prepared by studio a/b/architects received on November 16,2020,and stamped approved on November 18,2020. f IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 18"'day of November,2020. CIO %olld 'NOV TERMS AND CONDITIONS The Permittee Luis Portal residing at 350 Jockey Creek Drive, Southold,New York as part of ,4 the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. "That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President QF SOUlTown Hall Annex Michael J.Domino 01 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III i�t Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams '� �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 20, 2020 Dave Roberts 3 Sandie Lane Manorville, NY 11949 RE: LUIS PORTAL 350 JOCKEY CREEK DRIVE, SOUTHOLD SCTM# 1000-70-5-52 Dear Mr. Roberts:: , The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 18, 2020 regarding the above matter: WHEREAS, Dave Roberts, on behalf of LUIS PORTAL applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated July 17, 2020, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 28, 2020 and November-18, 2020, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted - concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of LUIS PORTAL- to construct a two-story wood fr'amed-dwelling with basement below and a first floor area of 1,955sq.ft., second floor 796sq.ft.; 560sq.ft. attached garage; 270sq.ft. front porch; 205sq.ft. rear porch; 960sq.ft. new asphalt driveway ; new concrete paver walkways; and install a new Innovative Alternative Wastewater Treatment System; establish and perpetually maintain a 10' wide non-turf buffer landward of the tidal wetland line; and as depicted on the survey prepared by Peconic'Surveyors, P.C., received on November 13, 2020, and stamped approved on November 18, 2020; and the site plan prepared by studio alb% architects received on November 16, 2020, and stamped approved on November 18, 2020. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, AIS04 i President, Board of Trustees GG/dd DEC BJILDABLE PROPOSED SURVEY OF PROPERTY LOT COVERAGE UPLAND AREA FROM WETLANDS 19699 sq.ft. A T SOUTHOLD f HOUSE & GARAGE 2462 Sq.ft. TOWN OF SOUTHOLD PORCHS N/STAIRS 562 sq.ft. ASPHALTDRIVEWAY 73 s-q-7 APPROVED BY SUFFOLK COUNTY, N. Y. 3760/19699 = 19.1x BOARD OF i RUSTEES 1000-70-05-52 LIMIT OF CLEARING LANDWARD TOWN OF SOUTHOLD SCALE. 1�=30 OF 75' WETLANDS SETBACK FEBRUARY 18, 2020 LIMITS OF CLEARING, GRADING DANE NpVM&je- Ig l zao MARCH 10, 2020 (FLOOD ZONE ADDED) AND GROUND DISTURBANCE MAY 5, 2020 (HD COMMENTS) (LCGD) = 11424 SQ.FTNOTE- JULY 8, 2020 (LOT COVERAGE) SEPTEMBER 8, 2020 (DEC REVISIONS) NO REGRADING PROPOSED. SEPTEMBER 16, 2020 (PROPOSED POOL) NO FUT[RE DOCK WORK PROPOSED. NO PATHS OR WALKWAYS BEING CONSTRUCTED. NOVEMBER 4, 2020 (SETBACK TO LP) NOVEMBER 5, 2020 (BUFFER) NOVEMBER 12, 2020 (SANITARY SYSTEM) I ISTM# 1000-70 / CHURH p -02-14 Pus LIC WATER 100p_SCS# I 70-02-23,2 PUELIC WA / I PUBLIC W L I ATER SCTM1000-70PuOV 1 3 2020 N TER I + 38 # _ 1 � �l I $7 / D 02-16 / WELLING SQ. 1 PUB IC fR E i DRI V/EWA Y RUNOFF CONTAINMENT- PROPOSED ONTAINMENTPROPOSED HOUSE 735 Sq. Ft. co 1 735 x 0.17 x 1 = 125 Cu.Ft ,' 25' 1 SC7M# 1000-70I JO I D —02-17 1 125122.4 = 5.3 VF � Kc Provide 1 TRAFFIC BEARING DW 6'0 x 6' Deep= 6 VF Q EL 13.1' CPu`Y CR PROPOSfD Er�CT PUBLIWELLING ER ECIC krAT E�I! D R1C / SCS# 1 fR /N RIVE 000-7o- RAIN RUNOFF CONTAINMENT O PIPE FAD. EDGE OF PA ENT � 125'. I DWEL 02_1 PROPOSED HOUSE 5 4 .FtSq. Ft. S77. '5Q E EL 14.7' 1 PUBLIC WA7 3,024 x 0.17 x 1 = 514 Cu.Ft. 30' 46 O TER 514/22.4 = 23 VF7 6+ EL 12.7 Provide 3 DW 6'0 x 8' Deep= 24 VF 5•0 Connected by Gutters & Leaders 50%FUTUR 100, N EXPANSION LP _SU 1 (3),C DEEP,8'DIA LP 1rj LP 8 NOTE:8'M�BET. QQ+ EL 13.9' 313.39 FUJI CEN5 w g r -'—— 8.,3• LP P q��, w/ 3c O O W W/GRATE 4"(2"MIN)DIA HDPE VENT W/CARBON FILTER, 7 2ABOVE GE,36-MIN FROMI p PROPOSED18 M33Q oCIV PUB WI DIOW ORD ORS-OPTIONAL WH NAT ERE OLP R/0 PORCH Qo p a> 1001 LIC WATER IS NO HOUSE TRAP 9 W/STEPS �o a Q (p I CONTROL PANEL,USE VIBRATION 0 Z4, r FRON O / ISOLATOR IF ATTACHED TO MI YARD BACK DW 5 N EXISTING STRUCTURE TEST HOLE DATA BLOWER ON PAD UNDER J co , /23.0' MIN McDONALD GEOSCIENCE WEATHERPROOF COVER X18 v �� '\ p. GAR 20.0' / 100' 1/13/2020 POWER SUPPLY CONNECTED TO �L/ DEDICATED 115 VOLTAC,SINGLE- Q „� . 95, SC / PHASE,20 AMP EL. 11.6' 1 ON HOUSE MAIN,IPROVIDE FAKER t'w, # 10pD_70_ DARK BROWN LOAM OL TRANSFER SWITCE FOR J 6, PROP SED ® EL=11.6 %!� Y MYR A/SAF Og_9 1 GENERATOR CONNECTION FR• O P 2 STY. io v 1 SCTM SRF / ,SE FF,13 m DWELLING BROWN SILT ML #N1°p0_70-0,5 f �•.l� 22 �% 5 j /CLF.COR. PUBUCLWAC /1 SCS# 1000-7o I 1 °�F SRF.COR. 16.0; 14.01j6 rr: o / 1.1'E TER � ' 0.5'E _ 3 I BENNPAR STALE �% Q �X t DWELLI OS'10 BROWN CLAYEY SAND WITH ETT BRO _ PROPOSED R/0 23 a STEPS PUBLIC WA 5 f0.� GRAVEL SC I PUB CDwESI ER W 100' WETLANDS DW /1p�PORCH�Y BALESPdc 0 �0 1.4'E I / / PALE BROWN FINE SAND SP SETBACK LINE SILT FENCE J ��� DW I �o 75' DS EL. 1.2' 10.4' I ^? SEi ACKL LI 1 WATER IN BROWN FINE TO MEDIUM SAND SP -----__ I ZONE X 17' F100_�IOCLF.COR. / NOTE- WATER ENCOUNTERED 10.4' BELOW �W ——___ NE NE 7.7'E_ SURFACE V./ ZONE AE (EL 6) _ ALL PROPER77ES WITHIN 150' ON PUBLIC WATER —_ CO I ELEVA 77ONS REFERENCED TO NAW 88 2 10' NONTURF BUFFEP, LF Wt- KEY - 2 # 177- 1 E Q = REBAR o s W # 5 /# #l�/ )111 \\,, ® = WELL 1 LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTALOF NEIN A = STAKE WETLANDS VEGETATION NON DISTURBANCE AREA CONSULTING, INC. ON JANUARY 28, 2020 � r0 FLOOD ZONE FROM FIRM 36103C0166H mET, ® = TEST HOLE Map Effective Date: September 25, 2009 0 ' C,,,, <Q N7 -0 LINE LINE MHWM WOOD P !! ® = PIPE CERTIFIED TO: r28. TIE DOCK ,.�k: +,f,1 E1 = MDEVELOPMENT,ENT ONUMENT ROBERTS PREMIER D P 28.9s,Qv s8534'40"W P ' ' a' ?J1 LLC 7 .32 d = WETLAND FLAG PRONATIONAL TITLE AGENCY = U71L1 TY POLE TITLE RESOURCES GUARANTY COMPANY PILES JOCKEY CREEK PECONIC'SURVE-MORS, p,C.' NO. 49618 ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW (631) 765-5020 FAX (631) 765-1797 YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL P.O. BOX 909 CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR AREA= 21862 SO. FT. TO TIE LIKE COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE. SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET 20-003 SOUTHOLD, N.Y. 11971 2-1/2"VENTILATION SCUM BAFFLE g FUJI N CONTROL PANEL PIPE T-10 3/4" INSTALLED ON WOODEN POST OR CONNECTION RECIRCULATION DIRECTLY ON WALL WITH VIBRATION 7-101/4" 2'-7 1/2" 2'-0 3/4" AIR LIFT PUMP PVC WELDED 6FT LONG WIRE CONNECTION ISOLATION DISINFECTION SERVICE RECEPTACLE M 161M..Le Control Panel Wiring Diagram p.2 CYLINDER MANUFACTURER a �_-_-_-_-__ ___�_-_-----_-_� OPTIONAL TANK WALL PROVIDED _ j---- PROTECTION COVER _� �Qi [j []s © QITBI ® (OPTIONAL) CONNECTION SHARDWIRED PLASTIC LANDSCAPE STONE I -I---r----r---r---T--�$ ----�- 4"INLET PIPE 4"OUTLET PIPE ADAPTER ° ii� FROM BY ZABEL ENVIRONMENTAL, OR EQ. T i I �� I 41 N POWER hftp://zabeizone.com/ I I I I I 3/4"PVC CONDUIT SUPPLY _ I I I I I I r CLASS 2400 _ CLASS 2400 OR OR SDR 35 SDR 35 71/8 a I t I L dI I I I I STABLE BASE 1/4"PER 12" c� � �A 1/8"PER 12" AIR LINE I N LI „°�•., I I I r SLOPE MIN SLOPE MIN MAC 80R PLAN VIEW I 12VAC C7 I NOT TO MOVE BY FROST ACTION T IILUMIK PUNER - �. � � 1/2 AIR BUTYL SEALANT 3/4 !A. I ALARM FLOAT I INTAKE PRESSED AROUND = I O EFFLUENT TO FUJI UNDERGROUND AIR LINE TO CEN-5 UNIT I I Q PERIMETER OF � CEN FLEXIBLE 3/4"AIR LINE: 3/4"PVC CONDUIT ---------------- ._____ INLET BAFFLE OO AIR LIFT THREADS co UNIT INSTALL © PUMP 4 3/8 M 4 3/8 %"FLEXIBLE IRRIGATION LINE, 100 PSI MAX, L-------------- I SECONDARY MAY ALSO BE USED FOR THE AIRLINE 1 I SAFETY RECIRCULATION PIPE FLOW BAFFLE ", 1/2 AIR INTAKE PMF i CBIOS TEST. INI MAL° SILENCE DEVICE,TYP. (CLEANING B 3/4"AIR LINE TO BE AIR INTAKE CONNECTION DETAIL MAC 80R ELEVATION VIEWS MAC 80R BLOWE:DETAIL 2 5 T FLOW OPENING TYP. N.T.S. - ( ) OPENING) CONNECTED AERamR A AL THSIOS AIR LINE TO BE IN FLOAT SENSOR CONTROL CONNECTION I GN CIRCUIT MWCO cTrrtulT BREAKER I " • I S e AHlll PLAN VIEW MIN.6"DEEP IN-LB T TRENCH 45 1N Psn2 I 20"INSULATED COVER — 24"INSULATED COVER INSTALL SECONDARY BLOWER SPECIFICATIONS NOTES: CHAMBER VOLUME VOLUME(GAL) ON INSULATED 6"RISER ON INSULATED 6"RISER SAFETY DEVICE,TYP. 24"INSULATED COVER MODEL: MAC 80R PREF s. 1 SEDIMENTATION CHAMBER 277 BRANCH CIRCUIT PROTECTION OVERLOAD SWITCH (24"MAX.)BY TUF-TITE, (24"MAX.)BY TUF-TITE, DISINFECTION ON INSULATED 6"RISER AIR FLOW: 2.8 CFM OR EQ. OR EQ. 24" Y TUF-TITE, 2 ANAEROBIC FILTRATION CHAMBER 278 PROTECTION AND MAIN DISCONNECT CYLINDER ( MAX.)) 3 AEROBIC CONTACT FILTRATION CHAMBER 127 NORMAL PRESSURE:2.2 PSI TBI TBI :TILS (OPTIONAL) OR EQ. POWER: 120V/1.OA/60Hz PROVIDED BY OTHERS,AND MUST BE 2 FS115 B _r DN__.. STORAGE CHAMBER 63 OUTLET CONNECTION: 3/4 INCH SIZED ACCORDING TO PUMP/MOTORH "', ,'z FLOW OPENING 5 DISINFECTION CHAMBER 4 WEIGHT: 11 LBS MANUFACTURING SPECIFICATIONS. ALARM FLOAT BEACON _� TOTAL VOLUME 749 POWER CONSUMPTION: 55 W 4"INLET PIPE N SYSTEM SPECIFICATIONS POWER CABLE: 6 FEET EXTERNAL COMPONENTS(COMPRESSOR oHWL HWL BOARD TYPEAND/OR PUMPS,AS APPLICABLE), MODEL: FUJI SEN-5 CONTACT MEDIA o INSTALLATION/OPERATION& PROVIDED BY OTHERS AND MUST BE U.L. ANAEROBIC MEDIA PP/PE FILLING RATE 32/o MAINTENANCE NOTES: WATERTIGHT _ = = APPROVED THERMALLY PROTECTED CBIPO TB1 SEALED o WL WL ROTE 6TYPE AEROBIC MEDIA PVC/PP/PE FILLING _ INSTALL BLOWER ON STABLE PUMPS z als,P°; r+ I I -- _____.._—______. ,____________ .____ ry FLEXIBLE JOINT © AEROBIC MEDIA PP/PE FILLING RATE 57% DNERSITECH www.diversitech.com BASE,SUCH AS CONCRETE OR c1RcuiT eREaQR (� FASTENED TOX CONDENSING UNIT PAD(BY THE PIPE W/ ;n © [n ® TANK FRP BLOWER 8 CFM INSTALLED CONDUCTORS MUSTDBE AT - _ _ o\o n ®ao ® RECIRCULATION PIPING PVC/PP/PE OR EQ.). ENSURE ADEQUATE LEAST 140 DEG. F.(60 DEG.C.) STAINLESS STL A RETRACTABLE 'O "' ASSEMBLYVENTILATION AND PROTECT I CLAMP,TYP. M N ACCESS COVERS PLASTIC AGAINST SUNLIGHT. TERMINAL STRIPS AND GROUND LUG USE AMTaa DISINFECTANT(OPTIONAL) CHLORINE TABLETS MAINTENANCE REQUIRES A COPPER CONDUCTORS ONLY. © © NOTE TRAINED TECHNICIAN. CONNECT GROUND LUG IN PANEL TO A AEROBIC MEDIA AFTER LEVELING THE TANK, FILL THE - FOR MAXIMUM EFFICIENCY, SECURE EARTH GROUND 11 SEDIMENTATION TANK(#1)WITH FRESH WATER TO INSPECT AND CLEAN INTERNAL AIR _ FILTER ONCE EVERY 3 MONTHS C3I28 TBI T91 AERATION ASSEMBLY THE LOW WATER LINE. LVE DASHED LINE PRESENTS FIELD WIRING 1 ------ _--_-_-- REPLACE DIAPHRAGM/VALVE y°Te- T _ - N _ ASSEMBLY ONCE EVERY 12 Purr CC�� c ° - ' .a". i • '" °• z <e °°` •'•a MONTHS CIRCUIT BREAKER PUMP FLOAT (NOTE: A DAMAGED DIAPHRAGM 4 TO 6"SAND AND GRAVEL BED WILL TRIGGER THE p SECTION A-A VIEW 1/4"TO 1/2"COMPACTED, LEVEL SECTION B-B VIEW AUTOMATIC-STOP FUNCTION). PUMP CEN 5 0 1 2 FT TO WITHIN 1/8" FIELD WIRING CONTROL PANEL FUJI CEN DETAILS n ELECTRICAL DIAGRAM - FUJI 1 1/2" = 1'-0" I NOV 1 6 2020 G I 1 j MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED ADAPTER AND CAP - - - SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP CO U) w W SEWER PIPE DOUBLE SIDED 45 DEG. ELBOWS D448-040 APPROVED BY WYE 30 DEG ELBOW � 60 DEG WYE OR EQ. BOARD OF 1RUSTEES TOWN OF SOUTHOLD ALTERNATE A: FOR BENDS ALTERNATE 61: FOR USE WITH ALTERNATE 132: FOR USE WITH DATE N�✓ beyk l8 BLDG.EXTENSION/CONNECTION BLDG.EXTENSION/CONNECTION W/DOUBLE SIDED SWEEP CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC 2 CLEANOUT DETAILS N.T.S. 9 n s a iJ NOV 1 6 2020 +i - ILI _ 022.45" { 021.65" 1 INLET, 7 OUTLETS 020.65" 10PROJECT: NO. Description Date TOP�/IEW POLYLOK 20"COVER ON COLLAR Z Innovative and Alternative Onsite II 12"RISER(24"MAX)WITH L,3'-0"MIN. L, Wastewater Treatment System (I/A SECONDARY SAFETY CONCRETE COVER OWTS) Jockey Creek Drive DEVICE studio a/b architects — d' • 4.-,•;, Via: • a: 23.55" BOX ACCEPTS: _ < LIGHT COVER#3009C (— 651 West Main Street, EL.12.0' ® ® ® ° p� Riverhead, NY 11901 HEAVY COVER#3017-C20 d ® ® ® - E0 All c GRATE #3017-G20 ® ® 0 6"TALL RISER#3009 `' -`- ° - a 631 591 2402 �'� ��g M. N - INLET ..a: ° . EXISTING ® ® of IMPERVIOUS _{9 6313231426 v `' 12 TALL RISER#3009 R12 MIN.4"DIA. a LEACHING SOIL glynis@studioabarchitects.com ' r _ APPROVED I�"P = _ POOL 0 0 _ ENDCAP TYPE PIPE ® ® ' mailing address: 22.45 LEVELING DEVICE a a ° -� 6'MIN. PO Box 444 S V rn PITCHED 1/8" ��• ' _�� �':— j< !+ Orient NY 11957 q�N 02ti9� y� r CAD PER 12"MIN. :,a. J Z h' � ._" ;8'"•� 4_— I __ .�. • PENETRATION N —� • e°• INTO A VIRGIN o� •= M STRATA OF BOX SEAL, 2"INCREMENT, _ -' POLYLOK SEAL _ - SAND AND #3001 TYP°40PLCSTYP. GRAVEL TYP. MIN. 12"COMPACTED SAND OR INLET OUTLET PEA GRAVEL LEVELING PAD HIGHEST RECORDED 0 2 4 FT IF MIN.PENETRATION IS Owner: INV.EL. INV. EL.9.96' GROUNDWATER ELEVATION 1.2' NOT AVAILABLE, I/A OWTS Details 10.13' BOTTOM OF BOX EL.9.88' EXCAVATE AND REPLACE Roberts Premier SOIL W/CLEAN SAND AND POLYLOK 20"D-BOX 0 1 2 FT TO TO SP OR SW g Development LC Project number 2048 MATERIAL-HDPE FRONT/SIDE VIEW I SOIL,WHICH DEPTH ISQ MORE THAN 6' Date 11/14/20 N Drawn by GB o 3 DISTRIBUTION BOX Polylok DETAILS 4 T ical Leachin Pool Details property Tax Map#: Checked by HA o 1/4" - 1'-0" 1000-070.00-05.00-052.000 N 0 site street address: C.02 350 Jockey Creek Drive, Scale As indicated Southold, NY 11971 Glenn Goldsmith, President ���o °y% Town Hall Annex Michael J. Domino 54375 Route 25 John M. Bredemeyer, III a �ti P.O. Box 1179 A Nicholas Krupski �,ao��;� Southold, NY 11971 V Greg Williams Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: LUIS PORTAL c/o DAVE ROBERTS Please be advised that your application dated July 17, 2020 has been reviewed by this Board at the regular meeting of November 18, 2020 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) % Constructed ($50.00) _ xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: 210 TOTAL FEES DUE: $ 50.00kk `(�k 2 BY: Glenn Goldsmith, President Board of Trustees To Whom I may concern, From: Property Owner- Louis Portal Acting agent- David Roberts This letter is in regard to the property located at 350 Jockey Creek Drive Southold, NY. Tax Map Number—District-1000 Section-070.00 Block-0.500 Lot-052.000 We have made the following revisions to the survey 1. Added the 10' NON-Turf buffer along the edge of tidal wetlands 2. Removed the typical sanitary system and added the IA waste management system as per the request of the Trustees. 3. Friday 11/13/2020 the amended survey was physically dropped off at the trustees office We fully intend to conform to all items specified by the Trustees. Attached are the design plans by registered architect Glynis M. Berry We Thank you kindly for all your help, Yours truly David Roberts, Acting agent X Dated �. � Glenn Goldsmith, Pr ;nt ,�1 �Q � Town Hall Annex Michael J. Domino ti��b G��1 54375 Route 25 John M. Bredemeyer III P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams {�� p � Telephone(6 6 3 76664892 Fax BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: i U `? Completed in field by: -I;h4 49V2W46 Dave Roberts on be alf of LUIS PORTAL requests a Wetland Permit t construct a two-story wood framed dwelling with basement below and a first floor area of 1,955sq.ft., second floor 796sq.ft.; 560sq.ft. attached garage; 270sq.ft. front porch; 205sq.ft. rear porch; 960sq.ft. new asphalt driveway; new concrete paver walkways; and a new 1,250 gallon septic system. Located: 350 Jockey Creek Drive, Southold. SCTM# 1000-70-5-52 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice f Hearing Card Posted: Y / N Ch. 275 � Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: .P40 9 I r n u; I have read & acknowledged the foregoing Trustees comments: r Agent/Owner: Present were: l_ J. Bredemeyer //M. Domino ✓G. Goldsmith N. Krupski G. Williams Other DEC BUILDABLE PROPOSED SURVEY OF PROPERTY Lor COVERAGE A T SO UTHOLD • UPLAND AREA FROM WETLANDS 19699 sq.ft. f HOUSE & GARAGE 2462 sq.ft. TOWN OF SO UTHOLD PORCHS W�TA/RS 562 sq.ft. ASPHALT DRIVEWAY 7J5 sq.ft. SUFFOLK COUNTY, N. Y. 3760/19699 = 19.1% 1000-70-05-52 LIMIT OF- CLEARING LANDWARD SCALE.' 1'=30 OF 75' WETLANDS SETBACK FEBRUARY 18, 2020 MARCH 10, 2020 (FLOOD ZONE ADDED) LIMITS OF CLEARING, GRADING AND GROUND DISTURBANCE MAY 5, 2020 (HD COMMENTS) (LCGD) = 11424 SO.FT JULY 8, 2020 (LOT COVERAGE) NOTESEPTEMBER 8, 2020 (DEC REVISIONS) NO REGRADING PROPOSED. SEPTEMBER 16, 2020 (PROPOSED POOL) NO FUTURE DOCK WORK PROPOSED. NO PATHS OR WALKWAYS BEING CONSTRUCTED. NOVEMBER 4, 2020 (SETBACK TO LP) NOVEMBER 5, 2020 (BUFFER) NOVEMBER 12, 2020 (SANITARY SYSTEM) l r I SCTM# 1000-70-02-1. op _ I PU CHURCH 7p -02-14 ! CHURCH WATER ' 1000 p TM# ! PUBLIC I ! PUBUC 0p�2'23.2 3 /,920(v WATER 1 38, f WATER SCTM# 10p _ 1 I Ljj ! 87' 1 0 7p-02-16 1 . 5p' 1 PBUCLWAC DRIVEWAY RUNOFF CONTAINMENT. TER PROPOSED HOUSE 735 Sq. Ft. c , 735 x 0.17 x 1 = 125 Cu.Ft. �' 125 I SCTk# 1000-7o1 125/22.4 = 5.3 VF Z JOCK F 1 DWE LINC -02-17 1 Provide 1 TRAFFIC BEARING DW 6'0 x 6' Deep= 6 VF O EL 13.1' PU@ECIC j PROPOSED ELECTR/C puBLl CL WATER WATER /N RAIN RUNOFF CONTAINMENT EDGE S�RCET �R/VE SCTM# lO0p-7p_ O PIPE END. OF PAYMENT 125' ! DWE 02-1 PROPOSED HOUSE 3,024 Sq. Ft. Q� S77'4 '50 n � EL 14.7' I PVB�CLWI A E 3,024 x 0.17 x 1 = 514 Cu.Ft. 514/22.4 = 23 VF .� 7 6+ oL 12.7 E Provide 3 DW 610 x 8' Deep= 24 VF 5 , Connected by Gutters & Leaders \� MI 5XPANSI R ' �� N EXPANSION LP U OD.DDi \ 4. NOTE:W MIN BET. \ 1 + — (;)'4'DEEP,8'DIA LP M jo y O 6 1p, �/ EL 13.9' .',S9 FUJI CENS 9FO 2 8.3' LP � W W/GRATE ---- - B.G• !y Ste' 3� � 4"(2"MIN)DIA HDPE VENT W/CARBON FILTER, 7 O o W 1-� 2. D6 PROPOSED W �'� 0 (v PV 18"MIN ABOVE GRADE,36'MIN FROM ANY J OLP R/0 PORCH o a i ru - 1000 ELIC WATER 1 S WINDOW NO HOUSE TRAP OPTIONAL WHEN THERE 9 W a Q (p O i.4' O ! CONTROL PANEL,USE VIBRATION �'=0N YARD (v ISOLATOR IF ATTACHED TO MI \ E)@qCK DW s' EXISTING STRUCTURE ? 2 TEST HOLE DATA BLOWER ON PAD UNDER CO , 0' IN McDONALD-GEOSCIENCE WEATHERPROOF COVER 18 .0' o, GAR 20.01 / 1000 1I1312020 POWER 1 DEDICATED 115 VO TAC,SINGLE- Q lPLY CONNECTED TO ',5 /�9 5• SC 1 EL. 11.6' 1 PHASE,20 AMP CIRCUIT BREAKER m I / 'M# 1000 DARK BROWN LOAM OL ON HOUSE MAIN,PROVIDE p. TH MY q/0/F 70—OS-9 1 TRANSFER SWITCF:FOR I o, PROP SED S EL=11.6 iN y RN 1 GENERATOR CONNECTION Q , FR. HO 2 S /o v MT7S SCTM SRF I // „ SE FF,13 5 m WELLING I 1 BROWN SILT ML ! #�/0 0-7p-OS_g SRF.COR. 16.0;U' 14 0� 22' '% / 0 LF.COR. PUBLIC WAC / SCTM# 100 - 3' GASPAR VP 0.5'E �.: 1.1'E TER DWELLING 0 7p-O5-10 BROWN CLAYEY SAND WITH ! BENNE STALE _ � PROPOSED R O ^� S �` PUB 5 f0% GRAVEL SC / P(leW� NG kAW — D—',p_PORCH W/S EPS 23'p o0 STEPS LIC WATER ! ' WATER 100' WETLANDS I HAY BALES do PALE BROWN FINE SAND SP SETBACK LINE SILT FENCE I � I75' ET NDS a a EL. 1.2 10,4 ^? SET ACK LINE 4 ! WATER IN BROWN FINE TO MEDIUM SAND SP 17' ZONE X — — 'DONE NE CLF NOTE. WATER ENCOUNTERED 10.4' BELOW .————____ _ CLF.COR. — --� _ _ 1 SURFACE SLI ' ZONE AE (EL 6) — r; ' ALL PROPER77ES WITHIN 150' ON PUBLIC WATER ' ELEVA77ONS REFERENCED TO NA VD 88 .— 10' NONTURF BUFFER L WL-F/ KEY --��' /# 1 ^ F F L3F / 0 O = REBAR S SFW ND #LL5/ # 4� #� �/ ® WELL LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL QF New ® = STAKE FLOOD ZONE FROM FIRM 36103C0166H WETLANDS VEGETATION NON DISTURBANCE AREA CONSULTING, INC. ON JANUARY 28, 2020 �E r �^ Ma Effective Dote. September 25, 2009 1 __- `� �� , ® = TEST HOLE p p Tj �C _ -- _ �'° ® = PAPE N72•E CINE TIE LINE MHWM DOCK CERTIFIED TO: 28 ;I. = r:`;>1 •k ® = MONUMENT ROBERTS PREMIER DEVELOPMENT, LLC 28,95,0 S853440"W 74.32 = WETLAND FLAG PRONATIONAL TITLE AGENCY < �' UTILITY POLE TITLE RESOURCES GUARANTY COMPANY PILES . UC. NO. 49618 ANY ALTERATION OR ADD1770N TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 774E NEW JOCKEY CREEK PECOMG--:SUR•VE''ORS, P.C.(631) 765-5020 FAX (631) 765-1797 YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL P.O. BOX 909 CER'RFICA77ONS HEREON ARE VALID FOP. THIS MAP AND COPIES THEREOF ONLY FSAID MAP OR AREA= 21862 SO FT. TO TIE LINE COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ' 1230 TRAVELER STREET SOUTHOLD, N.Y 11971 20-003 4K_.,' .. "~ 0,444! , ..-., 11• x . - !:"a�pViap- - r -� ,r� r f�- ` - +•fit �,, 2020 . 1 -1 ' 10 13 4 HORSE SLATE OR OTHER F.F. EL 13.3' sUMALE COVER DEC BUILDABLE PROPOSED SURVEY OF PROPERTY PPER END PLUG LOCIdNO CASTIKi nNrSHED GRADE TO avx SLATE OR 0TH srOPPER END LOT COVERAGE SUITABL COVER OR PLUG A T SD UTHOLD eRAOE 11 tom. 2� ICHII1NE`Y 00", u ul i UPLAND AREA FROM WETLANDS 19699 sq.ft. G1 OUE UF DROP SED ON NEST 7 """ MAX HOUSE dt GARAGE 2462 $q ft TOWN OF SO UTHDLD L 6" sN fUPJ�R SEWER PIPE PORCHS 494—sq�.ft�. ,.IUL i 2c,2SUFFOLK COUNTY N. Y. LE 6' 12 8` 10 30r ELMAINTANCE BOW 'cyav Sq'>C. 1 INLET--j 11.3' I E �— 9 a 15.0$ 2 - 2956/1969 1000-70--05-5 MIN. 4 DIA CLASS 14• 18" t0.8' 1 ]�:l 1 .f 'r%"• �- ! ,D.7' ' > :: WYE SCALE. 1 —30 24M PPE OR 1/8'per toot min t'E s:•:..: EQUIVALENT PrraeD L3• 5 1— I�r*.4•dia.pipe :=<t ,„ LIMIT OF CLEARING LANDWARD rte. _. - __-- . v: PER Foor { E� -�-• dose 2400 pipe o►eq�wt I '� � �-----'� FLOW LINE I� Tmtn. [3 L ,PO CLEAN OUT DETAIL OF 75' WETLANDS SETBACK FEBRUARY 18, 2024 MARCH 10, 2020 (FLOOD ZONE ADDED) LIMITS OF CLEARING, GRADING �4• MIN. { AND GROUND DISTURBANCE t I MAY 5, 2020 (HD COMMENTS) e•-o" DIAMETER (LCG'D) = 11424 SQ.FT. �� GROUND WATER JULY 8, 2020 (LOT COVERAGE) �- HIGHEST RECORDED GROUNDWATER -� .BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL 1,250 GALLON CYLINDRICAL SEPTIC TANK DETAIL Ans 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST ' CONCRETE BOTTOM AND 3 INCH WALLS 2• AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED REINFORCED PRECAST CONCTERE SOLID RING. 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH S�+�,�lf ! THICK SLAB TOP IN LAWN AREAS. c+M1 4 ADROP rS TTACHED.MUST BE PINNED OR OTHERWISE FIRMLY PU CHRcH 7p--p2,,, 14 !1 5. LIQUID DEPTH MUST BE 4 FEET. BUC WATER 1000..SC�i# ! 70-02-23.2 to PUBLIC W I PUBLIC OOL N A7 I 38' WA>FR I SCSLli 1 ! $'. 5o, ! PU pWNG 1000-70-02-16 i BUC WA>ER sCrn1 l 1000-70 ! 02- O C DWELLING 17 ! EL 13.1' C r &C PROPOSED E Et R,C PUBLIC WATER. P!)gLIC Wq C RAIN RUNOFF CONTAINMENT- � ----__ �Ge '� IN eFK dRiIs sCruf 1000_ PROPOSED HOUSE 2,956 Sq. Ft. PIPE FWD. OF'PA�A1ElV1 125. I pW� 7p 02-1 3p ST7�46, EL 14.7 ! LIC WAG 2,956 x 0.17 x 1 - 503 Cu.Ft. PUB 503/42.2 — 11.9 VF " Provide 3 DW 8'0 x 4' Deep— 12 VF Q 76 - �' EL 12.7 50 Connected by Gutters do Leaders �� c� O 100•p 0 PROPOSED SEPTIC SYSTEM II _ 313,39• - N s LP EL 13.9' (4 BEDROOMS) -____ N MSN LP MSN Ex �p• 3 1-1200 GAL 8'0 X 4' DEEP \ L S ye b w 3-80 X 4' DEEP LEACHING POOL PUBLIC WATER 1 S. `� oPROPOSED Ix %, loot SCTM# 1 MSN 40,FRO a a a o O 1 000-70` ST \ �k YARD DW s• N A//O ps—$ o = 4CK 7E5T HOLE DATA B cASPgR hT 18.0- Co , i?;o' McDONALD GEOSCIENCE eV14 B ACE0 13. o• 1 '1/13/2020 I p�UELL►HG KAW �' .s 5 f�"/ s o\ GAR 20 ! 00, I WA / ''S / `� SC7 o0 EL 11.6 DARK BROWN LOAM OL " k': TH' N/p 0,.70-OS_9 SRH OSfO ? EL=11.6 is �\ M /F SRF o DIISE STK �pQ cd`. .BROWN SILT ML / SRF.COR. 114",/�j 13'` / LF.COR. PUgWEL nS 3 0.5'E ^'_o� �: 0 1.1'E ATER ! 7! 1000...70-OS BROWN CLAYEY SAND WITH I PROPOSED U� "��. ��� X P D�NG 10 JF' 10$ GRAVEL SC I ' _'� R/O PORCH ?30' y STEPS UBLIC WAS I PALE BROWN FINE SAND SP 100 WET ANDS SETBACK LIN-- EL. 1.2' 10.4' a 75' WETLANDS _ 8 SETBACK LIRE v I WATER IN BROWN FINE TO MEDIUM I I SAND SP - _ 17, ZONE I .COR. . NOTE: WATER ENCOUN7LrRED 10.4' BELOW h' LINE 1'�E SURFACE �`""--- _ ZONE AE (EL 6) ALL PROPERTIES WITHIN 150' ON PUBLIC WATER ELEVATONS REFERENCED 70 NA VV 88 to �. w � # 2 WLF ^ KEY 2 _ ____4-' �... # (s = REBAR SRF.END #L5 #L4 W s 0.5W # ® = WELL FLOOD ZONE FROM RRM 36103C0166H LANDWARD EDGE OF TIDAL WETLANDS AS Map Effective Date: September 25, 2009 FLOATING DOCK DELINEATED BY SUFFOLK ENVIRONMENTAL ♦ = STAKE WINTER STODGE CONSULTING, INC. ON JANUARY 28, 2020 B = TEST HOLE LOCATION ODD O = PIPE CERTIFIED TO: N�2.28 NF TIE UNE Mrw m DOCK M = MONUMENT ROBERTS PREMIER DEVELOPMENT, LLC 2895;0"tiV 58 74.32' "W P 74.32' • O = WETLAND FLAG PRONATIONAL TITLE AGENCY c0, = unLlrY POLE TITLE RESOURCES GUARANTY COMPANY PILES JOCKEY CREEK N.Ys LIG, No. 49618 ANY AL7FRA7701V OR ADD17701V TO THIS SURVEY IS A VIOLATION OF SEC770M 7209 OF THE NEW PECONIC SURVEYORS, P.C. YORK STATE EDUCA71ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. /.'t. (631) 765-5020 FAX (631) 765-1797 CERTIFICATIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY I, SAID MAP OR AREA21862 SQ. FT. TO TIE LINE P.O BOX 909 = COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEAA HEREON. ' 1230 TRAVELER STREET SOU7HOLD, N.Y. 11971 20-0031 . ISSUED FOR: e DATE DESCRIPTION o ect ,• xxxxx DOB SUBMISSION 3/12/20 DOB SUBMISSION B Sf A� 41"*ee 0C L b REVISIONS N0. DATE DESCRIPTION ROOF IAN 4' V.T.R. MIN 4' V.T,R. MIN. 4' V.T.R. r 2 1 i I I 1 1 1 I I 1 1 1 � 4'IiW3/4 S/4'IiW � 4 �3/ i 3/4'CW 1 27/ I NOTE: j JOCKEY CREEK DRIVE I I i I j NEW FIXTURES TO COMPLY W/ CODE PUBLIC WATER IN STREET �- 1 I BATH I i I 1 REQUIREMENTS FOR CERTIFIED 1 •� E� 14? 1 1 1 I I I WATER SAVING PLUMBING FIXTURES EDGE OF PA%1EMENT 2 2'V� 'V 1 2'V I 2'V ► LNDRY 2T1' j j I I I 2'V 1 1 I I 1 I I I ALL PLUMBING WORK SHALL I I I I I I ► CONFORM TO RC PLUMBING CODE P S7T4$ 50 E • 3.9 I 1 ► , I , I j I 1100.00 EL � W.C. I i i 12 7 100 1 1 I WASHERIooE U 2ND FLOOR i SHOWER i i l I� ;I, j N l`J LP - .9 Q a QN% o� w� cQi t0 IL w 1 I 2'W 1 g• o N I .W 3'S 1 t N D tr tf a p,N 5' 0 1 I '�I' jl �: pP I � 3•S II 1 i I PORCM MI1 '� u, v U Q \ R/ h M 1= cc O a O Q FRO c7P u 3/4'11w s' r `y X23.0 2o.a• SCW# 1000-70-05-9 �1 , °' 0 3/4'CW ~ N. $ 4 z E Z ! I �I � U --: N 0 F m GAR. I / Q t I T ' Mme . <? MYRNA SAKATi$ - 3 ,13.0 \ _ ._ Uj DWEWNG r. 16.0' tes' ss' PUBLIC WATER -1 � 2'V .1. I I w ... _ I I 2'V __ ---_ 2'V _ - II�. I I � I ' Q 2'V V e � coy _ _ __- � v � / c B �s11 � t.t'E I I I ''► 3'S I 1 1 I III I �; PROPOSrO 2 STY. I; 1 I X >v, I FR. EFF 13.3 b. 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FF,�`�.� Legend Y �. UNIFORM FRE PREVENT BUILDING CODE tennnlrlev+ucraa.rvauvu+w'.reaian..•rue,l++nre_univ t'Yx �I. ary ss_r1'rJ j '"" N�rr p AND THE NEW YORK STATE ENERGY x YhrF an ad`•e INLa![tveli.ai re'tJ r„ N 1 CONSERVATION CONSTRUCTION CODE. u, Car.1.7 tJ. j �` �' ' -✓".+ -� o + YMForcn �. .-. ..._. 0 X " I� °°• ,r Y+» $ $PECIrtL iL7J9 �h I i +�y ` R � I r E U r''' .�., HAZARD AREAS �^ } ^*rte/ NE Ir t 'P. U • 5 rl. 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SITE PLAN ¢ EI tNrrC•nItrAlw.Wa"l I•:al 11 d�WraFm!leUl.k Q?J.Cr hebwO:d3Vtu7!nl Scra n PROJECT: SU&�CT SCALE: T-30' PROP6RTY OVSS•nursW,IhtAnru3Ferax YrtaUKx-Flarn, Roberts Premier r _ roe L rE} _ �p �r# {e CODE INFORMATION Developement LLC Minimum Uniformly Distributed Live Loads : Table 8301.5 DRAWING INDEX 01F I?.TTA!�f=JLI�,L'' .HT.N'::F iF ` �t>>DkH�+.��^.RD': „ ,o;#°� - m° 'Ir'"xnflnxl'x 1. NYS BSC 2016 UNIFORM CODE SUPPLEMENT It ar `'i , orf'' *"'°' "' •"°' "'^ ''''" 9'• . '+ �+"--`"^+ t • - `' ' `TM'1°' "' '° '"� A-07 SECTIONS 2. NYS BSC 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 350 JockeyCreek Dr 3. ICC A117.1-2009 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES WITH THE NYS NEWLY ADOPTED ACCESSIBILITY SIGN USE LIVE LOAD DEAD LOAD T-01 SITE PLAN, PRD, FEMA MAP A-08 SECTIONS ce�Iw��ot+� 4. 2016 NYSBC (2015 IBC 3RD PRINTING) Southold, NY 11971 " `� ix"a��:l '= A-01 ELEVATIONS A-09 SECTIONS 5. 2016 NYSRC (2015 IRC 2ND PRINTING) Exterior Balconies 40 psf 10 psf <" " 'R J ,ie re Di&l DOC AvolaMe �� 6. 2016 NYSPC (2015 IPC 3RD PRINTING) "' d •' $` N,�,,,„�E A-02 ELEVATIONS N-01 FASTENER & STRAPPING SCHEDULE & MISC. DETALS 7. 2016 NYSEBC (2015 IEBC 5TH PRINTING} Decks 40 psf 10 psf trinlRµ71 P P DATE 3/9/20 A-03 FOUNDATION PLAN N-02 AIR SEALING DETAILS s 2016 NYSEC (2015 IECC 2ND PRINTING) Ihepir nsPN5edmmemap"napputnkr. 9. 2016 NYSFGC (2015 IFGC 3RD PRINTING) Passenger Vehicle Garages 50 psf as per plan Foiv4se1<cxdbrfe.sererddxs+wt,ep,exr! A-04 1ST FLOOR PLAN N-03 FRAMING DETAILS 10. 2016 NYSMC (2015 IMC 3RD PRINTING) in aPROJECT N0. 191034-Roberts uMtitstreP-aperteWTIKn 11. 2018 NYSFC (2015 IFC 3RD PRINTING) A-05 2ND FLOOR PLAN G-01 GENERAL NOTES ATTICS without Storage 10 psf 10 psf ,��^ • � � . 12. 2018 NYSPMC (2015 IPMC 4TH PRINTING) ' •" .." r ..., ,`, TISmaP rnmrYpcw,TFFYIA'cratxhrcMrth►u5atfi n;ral�roam3m�ahnorronasyrsaloecoElow_ A-06 ROOF PLAN G-02 GERERAL NOTES 13. ASHRAE 90.1 2013 (JULY 2014 PRINTING) ATTICS with Storage 20 psf 10 psf DRAWN BY MS {,1 '" * " � r llrlexe.usluwuar4(�e:,rihr".'.L+,S4drrau ROOMS other than sleeping rooms 40 psf 10 psf CHECK BY. MS "ffn yardhrrrtrrknkrf+ri4Artnrsyrxmhs TABLE R301.2(1) P P � "' "� .µ: p a e.�llWl.dl1'CM1F•in'Y'lSe!TitX:MJYiI!•d tn'1�.IA.lII1s rI/;1 •} '`.�'r... - w»:en».tcd on'�,]r'_^Q;Sat&6A:Lk AI.l aw Jcrnr. ' ^"mWtclargeswamtramrtsstbwLe,tbtn,sd31*2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Sleeping Rooms 30 psf 10 psf DWG N0. rrrr.rrrrnrHLanceffEwmhYrma:lmowMeneer a, q b nm " �, r " ecome sperkdei bd r w w a,a cm tne. 4 m a'f• •. , . _. WIND DESIGN SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf e• ' 'v . „ •"" a "" Y ., "Srmpimage rsm4:r:heore crmr-o nen91nm1rgmap LIMIT OF OftVqu,JVIN1twH;mar]I]Cvevirkgwli,(kPj4 xvf414�, ICE SHIELD Guardrails and Handrails 200 psf 10 psf T,001* Pki a L' ..Trs, :� al�,I, o :.��--a ['F'a'.�`;i�rt't.i�sr,;ia hyendsraetar_maFsra:iincate.canmu�tSdeltfes GROUND WIND BORNE SEISMIC WINTER MODERATE AIR MEAN r�f r+ SIVA MI rmrntw_a.r rpm rfrKdaro N:Prrra;.aw TOPOGRAPHICAL SPECIAL WIND UNDERLAY- FLOOD T-01 �- Fsei ' G,{ K;rnauYdcr4ornoaamreca-asravmlielsedw SNOW SPEED (MPH) DEBRIS DESIGN FROST LINE DESIGN WAVE FREEZING ANNUAL ROOFS o iso Soo t,aaa 1.Soo :,Doc �mda'yF" S. LOAD EFFECTS REGION REGION CATEGORY WEATHERING TERMITE TEMP MENT HAZARDS INDEX TEMP Flat or rise less than 4 inches per foot 1:3 16 psf DEPTH REQUIRED ACTION Rise 4 inches per ft.less than inches er MODERATE TO P P 12 psf 10 psf SCALE SHT. N0. FEMA MAP OF 3/9/20 - ZONE AE6 20 psf 140 NO NO NO C SEVERE 3 FEET HEAVY 11 YES NA NA 618 52.1 DEG. AS NOTED ISSUED FOR: DATE DESCRIPTION xxxxx DOB SUBMISSION T/O RIDGE CONTINUOUS RIDGE VENT 3112/20 DOB SUBMISSION 6x6 KING POST _12 — 44 BRACES 6x6 RAFTERS AND BOTTOM CHORD 5/12 12 5 -12 14 SECOND LEVEL PLATE HEIGHT Ll REVISIONS 12 L STAND SEAM 14-- STAZING :)EA� MET L RO F NO. DATE DESCRIPTION IETAL ROOI` X x� SECOND LEVEL SUBFLOOR 65/ 2 6.5,112 z MAN LEVEL PLATE HEIGHT b/4"x ]U" HLIZL BOAHD 4112 0 0 CD r 1< HARDEPLANK LAP SUING (5' EXPOSURE) 5/4'x 4" WINDOW 5/4'x 10' 5�4 X 10' AND DOOR TRIM' (TYPICAL) HARDIEPLANK LAP SIDING (5" EXPOSURE) MAN LEVEL SUBFLOOR (ELEV. 13.51 117- AVERAGE GRADE IELEV. 11.5' CULTURED STONE VENEER W 14'x2" - 14'-8' LONG FIELD VERIFY STEP AND 14'x2� - 4'-4" L 0 N G 14'x2� - T-0- LONG PLANTER SHELF PLANTER SHELF PLANTER SHELF ci 4" ROCK FACED CAP STONE SIDEWALK LOCATIONS BASED L ON FINISHED GRADE 1 FRONT ELEVATION -zr 1\ �01 cc SCALE: V4'=T-O' E U0 < 0 z qJ < T/O RIDGE -uj L C.2 CONTINUOUS RIDGE VENT N —A0PHAL-T 12 A-1 SECOND LEVEL PLATE HEIGHT 0 D 4 11:-4 0 12 co STA DIN. Oir N SE M THIS CERTIFIES THAT THESE PLANS WERE q� SECOND LEVEL SUBFLOOR R( ME AL PREPARED UNDER MY DIRECTION AND F � MAN LEVEL PLATE HEIGHT SUPERVISION AND TO THE BEST OF MY 5/4'X 10" TRIM BOARDKNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT COMPLY WITH THE LATEST - PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION, BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. HARDIEPLANK LAP SIDING HARDIEPLANK LAP SIDING (5" EXPOSURE) (5' EXPOSURE) DRAWING ELEVATIONS MAIN LEVEL SUBFLOOR (ELEV. 13.51 AVERAGE GRADE (ELEV. 11.5' PROJECT: CULTURED STONE VENEER, W/ Rob erts P remier 4A ROCK FACED CAP STONE EGRESS WINDOW REO'D FOR FULL RIGHT SIDE ELEVATION Development LLC I I . BASEMENT ONLY JULSCALE: V4'-1-0' L -1 L_J 1 7 2020 350 Jockey Creek Dr Southold, NY 11971 "A-.'1 DATE 3/9/20 PROJECT NO. 191034-Roberts DRAWN BY ms FLASHING SHALL. BE INSTALLED AT WALL AND CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: CHECK BY. IVIS F NOTE: SYMBOL LEGEND V7 GYPSUM BID. (TAPED & ROOF INTERSECTIONS. WHERE EVER THERE ISA 1 R313.11 SMOKE ALAR OTHER THEN THOSE REQUIRED FOR OVERCURRENT NOTE. ALL EXTERIOR WALLS ARE DESIGNED AS TYPE r EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE NEW WOOD STAIR & RAILING TO BE OWNER RESPONSIBLE FOR ORDERING SOL TEST TO SINGLE & MULTIPLE STATION SMOKE ALARMS EXTG. WALLS TO BE REMOVED BzW KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL DWG NO. SPACKLED-3 COATS MR) ON ALL CHANGE IN Roof- SLOPE OR DIRECTIOR AND PERFORATED SHEARWALLS, CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS SELECTED BY OWNER (MAX RISER HGT CHECK FOR BEARING CAPACITY OF SOL AND WATER Ma WALLS TO REMAIN CEILINGS. WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. V2* WOOD STRUCTURAL 8-V4' & MR TREAD DEPTH SHALL BE TABLE LEVEL. B:3D KRAFT FACED FIBERGLASS INSULATION IN ALL FLAT CEILINGS. BE CORROSION RESISTANT (MINIMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 9') MIN. HEAD ROOM 6'-8'. HANDRAIL. ON CARBON MONOADE DETECTOR SMOKE DETECTOR *B:aQ KRAFT FACED FIBERGLASS INSULATION N ALL FLOORS OVER V2' MOISTURE RESISTANT GYPSUM PANELS ON EXTERIOR ATTACHED W/ 8D APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SDE OF STAIRWAY. NEW CONSTRUCTION UNCONDITIONED SPACE BD. (TAPED & SPACKLED-3 COATS ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS 0 6' O.C. AT PANEL EDGES AND R313,12 POWER SOURCE ALTERATION. CHANGE OF OCCUPANCY, ADDITION, OR HANDRAIL HGHT NOT TO BE LESS THAN CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH 100 CFM FAN BEARING WALL 77777)"777 13:1 KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS CAPPED BY ALUM. 12* O.C. IN FELD. EXTERIOR SHEATHING SHALL BE AWAY FROM THE HOUSE. MAINTAIN MR 6' CLEAR MR) BEHIND ALL TUBS, SHOWERS CONTINIUOUS FROM BOTTOM PLATE TO THE IN NEW CONSTRUCTION, THE REOURED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34* & NOT MORE THAN 36! ABOVE FROM BOTTOM OF NEW SOM TO GRADE. X POST TERMINATION NEW RC FIND. WALL *R-5 RM INSULATION IN ALL EXTERIOR WALLS. A-0 1 SINKS & WC IN BATHROOMS. (TYP; ALL VALLEYS, CI YS, SKYLIGHTS, EAVES AND UPPER TOP PLATE, SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUL STAIR TREAD NOSING. HANDRAIL SHALL *TC1 BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER ATE, WITH ALL PANEL EDGES Q5 HOLD DOWN SEE SHT N-01 N" OVER FRAMINa WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENISION OF AT CONTRACTOR TO VERIFY EXISTING FIRST FLOOR CS-MSP SCALE SHT. NO. BY 'GAF* OR APPROVED EQUAL. AT ALL EVES & HOLDOWNS ARE REQUIRED AT EACH END OF SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4* & NOT GREATER THAN 6-V4* WINDOW HEADER SIZES. MR SIM TO BE (2)2x6 U.N. T.G. TEMPERED CLASS (Conftoisfy sheathed wood structizal Anel ULATION BY *OWENS CORNING' OR APPROVED EQUAL RAKES. EXTEND UNIDERLAYMENT 24* PAST THE PERFORATED SHEAR WALL. WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W1 A MAX CROSS SECTION OF 2-V4'. FASTENERS 6*EDGE 12'FELD AS NOTED INSIDE THE EXTERIOR WALL LINE OF THE RIDM_ POWER FROM THE BATTERY. WRNG SHALL BE ACCORDANCE WITH APPENDIX J. ISSUED FOR: DATE DESCRIPTION T/O RDGE CONTINUOUS RIDGE VENT xxxxx DOB SUBMISSION 3112/20 DOB SUBMISSION 3&:YR:::A-a I E I T L-H[E2, SECOND LEVEL PLATE HEIGHT .....— ----- STADING SEAM MET PC OF REVISIONS NO. DATE DESCRIPTION ---------------------------- 5/12 SECOND LEVEL SUBFLOOR MAN LEVEL PLATE HBGHT 5/4"X 10" TRIM BOARD J, HARDIEPLANK LAP SIDING j (5' EXPOSURE) F MAIN LEVEL RiLOOR (ELEV. 13.51 + AVERAGE GRADE (FiEV. 1t5' +/-) CULTURED STONE VENEER VVI 4' ROCK FACED CAP STONE REAR ELEVATION L) A-02 SCALE: V4'=T-0- E Cc U < 4 2 0 Z < 12 co T/O RDGE 9 00 CONTINUOUS RIDGE VENT 4 0 = C 0 ............ SECOND LEVEL PLATE HEIGHT DA 2 0 Y H___1 Aswp H I I F_=_===--�-_-p I F LLAc Fps NES SECOND LEVEL SUBFILOOR F= 4-tI2 ---14z THIS CERTIFIES THAT THESE PLANS WERE MAN LEVEL PLATE HEIGHT PREPARED UNDER MY DIRECTION AND SUPERVISION AND TO THE BEST OF MY x 10' I-HLIZL HOARD 12 KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT COM!"LY WITH THE LATEST I I F -Tr--1 r7--'1r--111 1 1 4 if I I PROVISIONS OF THE NEW YORK STATE HARDIEPLANK LAP SIDING - A UNIFORM FIRE PREVENTION, BUILDING CODE AND THE NEW YORK STATE ENERGY (S' EXPOSURE) CONSERVATION CONSTRUCTION CODE. 5/4"x 4" WINDOW DRAWING LL 11AND DOOR TRIM, 1 (TYPICAL) ELEVATIONS STONE VENEER - VERIFY MAN LEVEL SUBFILOOR (ELEV. 13.5) STYLE WITH OWNER 4AVERAGE GRADE (ELEV. 11.5' — PROJECT: C4' ROCKULTURED STONE VENEER W1 FACED CAP STONE Roberts Premier Developement LLC LEFT SIDE ELEVATION 350 Jockey Creek Dr SCALE: V4*zl'-O' JUL 1 7 2020 Southold, NY 11971 DATE 3/9/20 PROJECT NO. 19/034-Roberts DRAWN BY IVIS [�LASH�IG SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: NOTE: SYMBOL NOTE: CHECK B . MS V2' GYPSUM BD. (TAPED & ROOF tITERSECTIONS; WHERE EVER THERE IS A ALL EXTERIOR WALLS ARE DESIGNED AS *TYPE r R31311 SMOKE ALARM OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAIR & RALING TO BE OWNER RESPONSIBLE FOR ORDERING SOL TEST TO EXTG, WALLS TO BE REMOVED *B:N KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL SPACKLED-3 COATS MR) ON ALL CHANGE* IN ROOF SLOPE OR DRECTION; AND PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RLrER HGT CHECK FOR BEARING CAPACITY OF SOIL AND WATER SINGLE &MULTIPLE STATION SMOKE ALARMS EXTOL WALLS TO REMAIN CEILINGS. DWG NO. WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MR V2' WOOD STRUCTURAL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS 8-V4* & W TREAD DEPTH SHALL BE TABLE LEVEL. CARBON MONOMDE DETECTOR WOKE DETECTOR *B=39 KRAFT FACED FIBERGLASS INSULATION N ALL FLAT CEILINGS. BE CORROSION RESISTANT (MINIMUM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ 8D BE PROVIDED WITH SMOKE ALARM AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 91 MIN. HEAD ROOM 6'-8- HANDRAL ON NEW CONSTRUCTION *B:N KRAFT FACED FIBERGLASS INSULATION IN ALL FLOORS OVER VT MOISTURE RESISTANT GYPSUM APPENDIX POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF S*TAIRWAY. UNCONDITIONED SPACE ALL EXPOSED FASCIAS & TRIM TO BE COMMON NALS 0 6* D.C. AT PANEL EDGES AND R313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR CONTRACTOR TO RE-GRADE EXISTING EARTH PITCH 100 CFM FAN BEARING WALL *R-19 KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS] BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE HAND RAL HGHT NOT TO BE LESS THAN LL W BEHIND ALL TUBS. SHOWERS, CONTINUOUS FROM BOTTOM PLATE TO THE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RIELOCTION IN ACCORDANCE WITH APPENDIX J. 34* & NOT MORE THAN 36" ABOVE AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR R-5 RM INSULATION IN ALL EXTERIOR WALLS. A-02 SINKS & WC IN BATHROOMS. (TYP) ALL VALLEYS, CHI?v0INEYS, SKYLIGHTS, EAVES AND UPPER TOP PLATE, WITH ALL PAWL EDGES SHALL RECEIVE THER PRIMARY POWER FROM THE BULDING R313.4.2 EXISTING BUL STAR TREAD NOSING, RANDRAL SHALL FROM BOTTOM OF NEW SIDING TO GRADE. X POST TERMINATION NEW P.0 FND. WALL *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. RAKES TO RECIEVE 'STORMGUARD` LEAK BARRIER OVER FRAMING. WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENSION OF AT CONTRACTOR TO VERIFY EXISTING FIRST FLOOR (b HOLD DOM SEE SHT N-01 CS-WSP SCALE SHT. NO. BY 'GAF'' OR APPROVED EQUAL. AT ALL EVES & DOWNS ARE REOURED AT EACH END OF SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATIOR LEAST 4' & NOT GREATER THAN 6-V4' WINDOW HEADER S12ES. M S12E TO BE 024 U.N.O. T.G. TEMPERED GLASS (Conthmsfy sheathed wood structual paneD INSULATION BY *OWENS CORN" OR APPROVED EQUAL RAKES. EXTEND UNDERLAYMENT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN 1 W/ A MAX CROSS SECTION OF 2-V,4*. INSIDE THE EXTERIOR WALL LINE OF THE BUILDINa PERFORATED SHEAR WALL POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. FASTENERS 6'EDGE 12'FELD AS NOTED IL ISSUED FOR: ' A-U7;' DATE DESCRIPTION -. -..._�. x X x xx DOB SUBMISSION ......... - f 1 1 DOB SUBMISSION outer third 3 Y2 20 �. r-I - J�4 \,� pa L only 1G, 61 --- - ----------------------------------------------------------------------------------------- 11 JJ _ p - - - --- --- - - -- ----- -- ------------- . 1/4 Joist-"', e th Max -------- d ^�\ 1/3 Joist 2"Min. -- r-- ------ J depth, Max. -� 1/3 Joist depth,Max. \-1/6 Joist + _ depth, Max. Solid sawn joist and rafter notching and boring limits B ---- ----~_--I _ =- L- _ _ -J r.• D B Ai l lI _ — —_ - - � �•-•-• - '+�• "�•'`�. - '�'"t''••2:'s .rte-•` - - - - - of•'• ,e '�'r-•-:Y.�••. �•'"_a. =-r � - -- r•_ -�' - ��• `'i-�-''—„-- — — — — — — — — — — — — •�`'' _ ! REVISIONS ' OPTIONAL 2x4 STUDS 16" cCy' •':: Notch d NO. DATE DESCRIPTION c:•• W/ FG BATT OR CLOSED FILL r depth<1/4d CELL SFRAY FOAM INSULATION I ' B Hole edge CCMFORMINC-i TO LOCAL CODES -.. � ` s Outer 1/3 of distance>5/8" - - - r, span only -r'I �'�="' •i Hole diameter ti r •i. C, <2/5d 1 _, ' r St1, 4ud Single Stud Hole diameter —I� - •,. 1 \' ,�, \ :�;•,. i I Double Stud •° r�- 2-2X16 ^-• -,-•7 "• }•"" — U Plate �FLUJH HDR --- 2) 1j V4' ML ORDER '�-" ., w Hole edge a :: e.. :.•: .:.. i UD —. •. f .�� �•r_�':.. ._-r_�•��� ,-;•.�••s—:.'MV•:'�:._.� ra:7/. ;r..:✓.:i:•f% --._.-•..•• •!.rr. 'r.•,T•v-�.-::�S;c:— ,f' ------- yl— EL w distance>5/8' L w (2) 11- 4'•ML. ODER UP v i r`' s' I BEAN® — v - —~— — ► `r' _ C� C� ` POCKE I�:.• I'.t:;« ... K OCE EAM `='_J P K T FOCKET NEW (2)2x6 P.T. SILL PLATE ON J .� .I T TR ADS TERMITE SHIELD W/ SILL INSULATION 2 2x10 1 _, •. Fn 1 '�'• UJ FLUSH HDR & 5/8' DIA ANCHOR BOLTS W/ i '.:(� 1 Stud notching and boring limits ( w Li 3'x3'xV4' BEARING PLATE 0 MAX 36' - ::` BEARING WALL - O.0 (TYPICAL 12' FROM ENDS OF � �:. Cf")a A 09 € f..� EACH PLATE SECTDM (EXTEND ate.,, o M • U ti BOLTS MN T INTO CONCRETE) I :1. ��:•: O O Occ 11-7/8' .J.k FL JTS 0 16' O.C. (210 SERIES) BASEMENT K z 4' CONC. SLAB OVER I - ��; •' �� 6 MIL VAPER BARRIER ON '�• ' - � T' M'N 4" CLEAN COMPACTED FILL K M IPOCKE L. FLUSH H R � (2) 1}-V4' ML GIRDER I _ D 1"4' I7T E cc - _ K 1' rII . 4 2 O T:r EXACT MESH. EQUIP. _ `\ M II LOCATIONS TO BE .�. '�` ; Q DETERMINED IN FIELD x v .•r.r r- - - �.� ^ rX. `C `, `•r I! r I N I •`;•�: •I h, •••�.`��''.I "DERi�Z-. ` .- • _ �(3) V4' ML. GIRDER ( : • .:, .;, (3) 11-V4' M.L. ~;l (3) 11 4' M L. GIRDER f ' �..r• I •1 I •. I �.,�i •...—.� W HRV •I ••' :'� a ; .r r.. -i O 4 U3 oo F-1 _ to ..J r r r c � � O I I� •�.' � — — — — —M (2) �' _- - �� I � � � J CPTI��JAL �x4 �TUD�, 16° or, ,. I I M .� :: N - �''` _ y Q W/ F G BATT OR CLOSED `� b ° '� ti :: ��•... ;+ :,,:. ..' _ •;I General Attachment of Ledger Board to B J ''" ' ' •"" - ':.c "'`:: ':''' :; - -- :,ill CELL SPRAY IN' t= a w ,. N •x:., •. .;. .. . • ..�- t��•:�;• _�'• ... `�- �_ , � � S I Joist or Rim board I \---- `- --- ------- . , 'k _ '� r DE Jremove siding at ledger FOAM �ULATION and C:GP�FOPMIPJC TO LOCAL 1:0 1 — — — — — — — — - — — -r y1. o P �extlericrsheathing B v M r prior to in,tallatton • ' •'" B O BEAM M threshold exlsl stud waif ••' .• thr hcarefullyflashed and _ B • n s 1 ' I 1 r" POCKET a - -- --- j E: existing 2x band joist -' �'y - - - •` �.,i�' •r.:;A•s -:�,TF-;•�- J � --:-.-,. - --�,+•�.-°- �.-..:.• ..- -- ,1 1 caulked to prevent water intrusion h .•�"+; continuous Jlashin .I ,I :•r: 3•'• „ •+ :' r'• A:',:�:. r r:�..; or minimum 9 V STEP FOUNDATION — — - "' , }'�'. •`� ® ( '�;:. ��!`-:-� :f_�_ - — f •t;'. - - ..... ,v�1- — (n :„y•' y! . - •�T - ::•;•..�s:.:. �-- - U✓P 1 WII�-drip ed!.iC F AND FIGS. AS �; ;1 �. E rim board �I •l y j i--deck joist PEN, ', � ; , Ee e r I B 2"min. .r FOUNDATION ' ' •rJ,� D A • STEP O -....' A FTGS, k �_� :"' B ~ I�•$.'' _ ':•i• I � 5..max. 5'r,F' tij AND F GS AS r;, — �► REO D. .y'I II `• � .� 2"min. 112"diameter lags C9 C i,' ►- :.:} " 2x floor•oist, sc eves or ki Gp Fn UNEXCAVATED r :� A-OS s wood i-joist, through rough-bolts;A-US or MPC'JLT 0 F D wo�her., �i� �$`� \-joist hanger iY • • �• L� -- - - --74 '��;-- "-•••s�J+. 1 r .may:.•}y'f� •� • \ ----- - -- ------ --- -- -- - --`-` FIXISing .•A s•-'� +i:;-y•,,'rrV.:��"•,. - 1 fir..i \ _- t7 - - - --- -- -.� fO�ndation wall 2x hxic�r�r bosartf;mr>_gt be greattrr _ -!t - — — — — — — — — — _7T than or equal to the depth of the 9 036270 QQ dark joist mid no©rAAtAr thAn ihn depth of the band olst ®�NC'' FILL =�" 4" CONC FLOOR W/ = `• D I I •, 6x6 10/10 GA WWM — ;. ••• THIS CERTIFIES THAT THESE PLANS WERE I •.<; I PREPARED UNDER MY DIRECTION AND 's;. r•. ,:{ :;; •' 1 :�; •l..: r :. ;�..:: s.•, • r• ,, SUPERVISION AND TO THE BEST OF MY KNOWLEDGE:� — — — — i — — — — — — — �`— — ---- ------ - -- ---- ----- -- = -- - COMPLY BELIEF AND PROFESSIONAL IJUDGMWITH THE LATEST TE T I PROVISIONS THE NEW YORK r• "• ---------------------� c UNIFORM FRE PREVENTION, BUILDING CODE STHD14 require-- AND THE NEW YORK STATE ENERGY I : • .. ;...�, ,• minimum of • • STHD14 CORNER CONSERVATION CONSTRUCTION CODE. r'• --! - - - . ... ,•,,. — — — � _" an HOLD DO I I i - ---- -- �• .'••'` '+. 1 � end distance 2 D -�" - - - -- -- ( �' when multiple ° 11 WN BY T F �,� - SIMPSON" DRAWING „ 2x members are • • A-00 -' — — — — — :: --- -- — --- — A-09 used as shown • • FOUNDATION PLAN . . TM r One reba W 0_a� • ° or PT cabler tl IJ • in shear cone ° 2xle min. or 24" 1T-10' 11'-10' • • ' PROJECT: II 4.. I ,�,_1`„ _fir ° • � ° -- ---- ---- --- - -- - -- 1i - o Roberts Premier I . ° °° ° • ___ ------ Developement LLC Min. End o ° t rebar length Distance* I 3 0 Jockey r -r° is 2xle 5 Creek Dr --- ° from corner ° 1 • ° 1 _Southold, NY 11971 4" 4'- J U L 1 7 2020 DTE 319120 - --- - -- - ----- - - ' CORNER HOLD DOWN I � DETAIL 1 ,,. 2 ' - PROJECT NO. 191034-Roberts A-� SCALE: V4•=i'-O' A-07,J A-07. DRAWN BY MS NOTE: FLASHING SHALL BE INSTALLED AT WALL AND RESDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: CHECK BY. MS V2' GYPSUM BD. (TAPED & ROOF F NTERSECTIONS, WHERE EVER THERE ISA 8313.11 SMOKE ALARMS OTHER THEN THOSE REQ, HED FOR OVERCURRENT HEW WOOD STAR & RALNG. TO BE ATE EXTG, WALLS TO BE REMOVED *BBQ KRAFT FACED FIBERGLASS INSULATION N ALL CATHEDRAL DWG NO. ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE r OWNER RESPONSIBLE FOR ORDERING SOL TEST TO SPACKLED-3 COATS MIN) ON ALL CHANGE N ROOF SLOPE OR DIRECTION AND PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT SD SINGLE& MULTIPLE STATION SMOKE ALARMS CELIM WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS CHECK FOR BEARING CAPACITY OF SOL AND WATER E7CTG WALLS TO REMAIN SHEATHING TO BE MN V2' WOOD STRUCTURAL 8-V4' & MN TREAD DEPTH SHALL BE TABLE LEVEL. ® CARBON MONOXIDE DETECTOR SMOKE DETECTOR +r R-30 KRAFT FACED FIBERGLASS INSULATION N ALL FLAT CEILINGS. BE CORROSION RESISTANT (MINIMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL g•) MR HEAD ROOM 6'-8'. HANDRAIL ON *B�4 KRAFT FACED FIBERGLASS INSULATION N ALL FLOORS OVER PANELS ON EXTERIOR ATTACHED W/ 8D NEW CONSTRUCTION V2' MOISTURE RESISTANT GYPSUM APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAR, AT LEAST ONE SDE OF STAIRWAY. UNCONDITIONED SPACE ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS 0 6' O.C. AT PANEL EDGES AND 8313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR CONTRACTOR TO RE-GRADE EXISTING EARTK PITCH ° 100 CFM FAN BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM 12. O.C. N FELD. EXTERIOR SHEATHING SHALL BE N NEW CONSTRUCTION, THE REQIJRED SMOKE ALARMS RELOCTDN N ACCORDANCE WITH APPENDIX J. HANDRAIL HGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE. MANTAS MN 6' CLEAR BEARNG WAIL +r B� KRAFT FACED FIBERGLASS INSULATION N ALL EXTERIOR WALLS A-03 MN) BEHIND ALL TUBS, SHOWERS, CONTNUOUS FROM BOTTOM PLATE TO THE 34' & NOT MORE THAN 36' ABOVE FROM BOTTOM OF NEW SIDING TO GRADE. -� *B:.L RIGID INSULATION N ALL EXTERIOR WALLS. SINKS & WC N BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS STAR TREAD NOSING. HANDRAIL SHALL x POST TERMINATION NEW P.0 fND. WALL +. , RAKES TO RECEVE 'STORMGUARD' LEAK BARRIER I UPPER TOP PLATE, WITH ALL PANEL EDGES WRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HOLD DOWN SEE SHT N-01 �TO BE PROVIDE N CELLS EXPOSED TO UNHEATED SPACES. BY 'GAF' OR APPROVED EQUAL AT ALL EVES & OVER FRAME SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, HAVE A PERIMETER DIMENSION OF AT CONTRACTOR TO VERIFY EXISTING FIRST FLOOR � Cs-wSP SCALE SHIT. N0. HOLDOWNS ARE REQURED AT EACH END OF LEAST 4' & NOT GREATER THAN 6-V4' WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U.N.O. T.G. TEMPERED GLASS (Contirxn* sheathed wood structural paneD INSULATION BY 'OWENS CORNING' OR APPROVED EQUAL RAKES. EXTEND UNDERLAYMENT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION N W/ A MAX CROSS SECTION OF 2-V4'. i AS NOTED INSIDE TI-E E:XTERDR WALL LINE OF THE BUILDING PERFORATED SHEAR WALL POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. FASTENERS 6' EDGE 12'FELD 4 2 ISSUED FOR: 1 A-Ud A-U/ A-U1 DATE DESCRIPTION 31.5"whore a handrall Is Inytailcd on one 51de and 27' xxxxx DOB SUBMISSION where handralls are provided on both bides• - .-- --- - - Handrail Wght-34'-38"•1rom tho % I I 3/12/20 DOB SUBMISSION - �' (.' - `" - --- ----- _ ------------------� ------- --- - -- top of the noslne to the top of the i ( -(I rail 41411 l (i" OpeNngs shall not allowooi - - Vaeoaee of a sphere �,'-1 I" `'-�" ij 4Inches ormoreIn II I cllam;;tcr � I 1 1 Rlgcr•�11 All trc#5 muot be equal j I I I I Type 1 h8ndrefla in depth and cannot,be less I SET TOP OF TR NSOM WDW then 10,118"In depth or 9" j ABOVE AT 12' 6' ABOVE tiandralls with a I I f 4 - 6x6 POSTS W/ METAL SUBFL nR -If•she rl5cr I5 open POST BASES AND CAPS )FCA 2626 RANSOM circular cross eectlon I I (TYP OF 3) SEE DETAIL - 1/A33 diameter 2" No5ings ulrcdon tresds ,� IN GABLE ABOVE `� I I I I • IFCA2660 3W ET IFCA2660 3W ET `TEP` TO Maximum 2 !C55 than 11"In depth Strinrr U �� �� fCA2660 � Maximum dla r i R.O. T6' x6' 0' R.0. 7' 6" x6' 0' RO.TFx9o' mise ..tr _ 2 114'Maximum r ._.- - Non-efrcular Handrall All rlsers must be equal i I Open risers arc permlzsed, y� � L. HDR ) rovlded that the nln )2x10 HDR. (?a2x FDR �' / JiJ (2)9-V4'I Perimeter 4"Min, P 8 _ __ __ _ __ ��������� � I I (2)2x4 UP TO RIDGE in hclght and cannot Riser between treads dote not 2x10 F.,� ® �" O.C. 2x10 F.J. ® 16' �.C. _ 6-114 Mox exceed�-314"In height li crmlt the a552c of a REVISIONS G," 4'- : 1 , - -,, - 2x10 R.R at 16' O.C. 2x10 FIR ® f6' O.C. D P ! �4-inch-diameter s hero, GUES ROOM r--_ -- ---I----- - ' -� i�_ � 3-VT STEEL F .o ® b j COVERED MASTERIIBEDROOM ! NO. DATE DESCRIPTION DEN Col To - �'� o cs 9' PLA I E HT PORCH B , o l� c_ c0 O c_ .o -f FOUt,DA ON x I j a�, 9' CL . HT. WALL B ow ' ��, �o lF� N ! 4' CONCRETE FLR VAULTED CEILING N x d CA PET i �� T `s. CARPET -- --- N o I O TRANS P� ALCVE ;r, ¢ I 1 �, 36' W W HT IFSWP2660 T FSWP6060 T IFSWP2660 T, Q _N w F9' As �Eod R.O. 6' x 6 0 R.O. 0' x 6 0 R.O. 6 x 6 0' (D L„i 6” DIAMETER Cj i SD I =O �- (2)2x10�HiD - _ - �', CC�, �x t, i HT 3068 FR = --I- 1 I we N Xo 1 (2)9-V4 M.L. HDR III a N _ wKITCHEN U ¢ - - -- - ( Cr BEARING WALL � ,. u. ! ( __• cM wm 9' CLG. - _ --- -- -I ---�' __j WOOD I �I I, w j, UP 17 R o REFLECTIVE WHITE i ! REAR 1;x -ri" 1 )- =1" REFLECTIVE RED d i -- / X10 C.J. 16' O.C.® ' I I c"I— + ---- PANTONE 0187 � 2480 - _' ( ENTRY GREAT ROOM �`- , 24$0 - 9'�� ( I I - (2)2x4 FROM e BEARING WALL r -- 1 9 CLG HT. W/ ti -- CID: -{' WO D I I 1' RIDGE TO 10' T EADS ' ' I I 2'-0" STEP UP CLG. w 3 I (2)2x4 POST TO BEAM BELOW (2)2x4 POST TO • B H I W.I.C. BEARING WAL I�5 WOOD v �� 11 BEAM BELOW BEAM BELOW I I v Q zo ! --- -- - - (2)11-V4' M.L. HDR (UPSET) �I ! r gt CCL---------- Q C�1 o QQ� O �� ��.�-_ `�— Y �o " ROD & SHELF �G (�`� I Iz '� ® T ��� , • __.._._.� s wN O ------ _----- /, �C' `J I J I I' I R Q m 111 i wQ CV n, - L _' vJ Q-J d I I 1 N (j N� 66 tN �. -- ' c� I I� N 2X10 C.J. ® 16' O.C. - \_LNv Lr,LJ bi_AsS ® - - a - - - c9i ye � oo = x GAS FIREPLACE T.B.S. BY - —t� - --- fJELS A dD D00 .. �� ��li,x ® Q c�D I I�I N 1 ATH r28 :I ., OWNER VENT AND d _ �, - - a 10° TP 7�D5 I�1 MAINTAIN CLEARANCES AS g! ; N CER TILL x -- .� i U I_w I x �� C M CERA v b, - IQ PER MANUF. SPECS z �w v LE SHO WERDl�l�R I CU N _ u gym. I_ 11 - � C'J � STOVETO Be I I x ----(2)2x10 HEADER Il_ 2680 � i- /� DPXnY To IDGENOR 1 I,� � �--- �—1 N H W -- — - �� LL�> x� PROVIDE BACKDRA" AbPER 1 O --_ cc O J i / GIRDER ROO TRU�� o -r - - -- 1�< I _ ¢ o J (AS PM NYS,CODES� O d I I � w SD - - � 2x10 F.J. ® C. N * I IJP 36° REFG " c•; Q - '��� E [[ x o r !! U ILO cfl I I I e Q 1 O �Q CD R7 0 Q x Wil ' 1 cn 1 -J o BEARING WALL CM �w STROKE a --- o --- -I 268 �` fi i v J The construction type c, � z Z co / MUDS- - i I - --- / (2)2x� (UPSET) - - - - - - - - _- - --- -- - - --- - -- des) nation shall be ._....y . - . Q �_ / -- __' -�74 "_ e _ 2880 2x� TUC z – T Q ZO CER I ILE // _ z•-,' v �, PANTRY / - - - - - - - N- - _'i - _-= 0 HELF _ _ M o � � - "I" " t" "111" "IV"or�V" �•F'� � _ vi — _ _ 11080 (SANG -�--" --- to indicate the construction w 680 OPNG i; F rr BUILT-IN CAB - ANT Y 1 (3)2x4 POST TO 1 1; classification of the r—. � w 3- 2' DIA STEEL I I BEAM BELOW z - _ i u o Q CcuMNITo 9' C�D'CI I �Q WALK—IN structure under DESIGNATION FOR STRUCTURAL a v �' � 2x10 RA 0 16 O.C. 2x10 R.R D 16 O.C. } — ,_ D - z� �- section 602 of the BCNYS -_ LAUND. CLOSET COMPONENTS THAT ARE OF � � c, F ATroN WALL =CD x I I - - -- , -- - - --- —- 880 ------ - — BE ow zo 1 0> cA E , _ u = _ DIN NG I CER TILE 2x10 C.J. a 16' D.C. TRUSS TYPE CONSTRUCTION �' N FIREDOOR W/ NI I ! �w s, -� a 9 PLATE HT. �¢� i c -o A. . a. ,� v 6 a E N STEPS TO GARAGE _ _ I m "I I W/ VAULTED CLG BUILT IN CABs s ® "F" FLOOR FRAMING, INCLUDING / �' C' W A� REO'D, - - -_ ( WOOD " , 1 ® ® GIRDERS AND BEAMS I-- (2)2x10 FDR. BEARING ALL _ x10 FDR. (2)2x10 HDR I ■ <z� - ----- ---- ----�- ccRn ROOF FRAMING 42X96 FRENCH A 1 IFCA2646 E , - iii� I; 4, - �, R.O. 2 6 X 4 6 ' ! TR.V. 6 X 4 6 R.O. 2' 6 X 4 6 I "FR" FLOOR AND ROOF FRAMING N ix o SET TOP OF 1`HANSOM WDW ; 2 STANDARDS AND CODES O A-U8 N ABOVE AT 1r' 6" ABOVE SUBFLOOR - ! A 4- )FCA 2626 �TRANSOM ' - ,D IN GABL ABOVE tiv —,- ---- - - - ----- -- -- -- - -- -r �� TT — — — GARAGE I m f o (2)2x10'FDR. o , : 4" CONIC FLOOR W/ - - - QI -- - -- - - - -- --- - --- o 6x6 10/10 GA WWM I �; �� ® b 11�I IR.O. 7' ,,Kw' 0' r� z� - I ! o m ( �i i LVL HDR D~SIGN �� ri v rn I 'E' T.J.I. FL JTS ® 16' O.C. (360 SERIES) x A-U� to �- I� (,-I=, BY SUPPLIER -(;" , x CD I/N N 4� — 1!T1 COVERED ,!7 — -� - NOTE. - / ; PORCH 'A' , -�� ,r, OF N � THE GARAGE SHALL BE SEPARATED T \_ I � FROM THE RESIDENCE & ITS ATTIC I - -- -- -� I W AREA W/ A 3/4 HR FRE-RESISTANT 4' CONCRE E FLR. co"v °e I o ASSEMBLY. PROVIDE 5/8' TYPE 'X' FRE ( I `r _� a�4' L RI I------\-- I (2) V4'/�M.L. HD - d g 1 THIS CERTFES THAT THESE PLANS WERE o x I w RATED GYP.BD ON WALLS, CEILING ON ( __� \ -- -- -- -- - --- - PREPARED UNDER MY DIRECTION AND ED J GARAGE SDE & V2' THICK, TYPE X I T 4 - 6x6 POSTS W/ _TAIL U_ N I GYPSUM BOARD INSTALLED ON STEPS TO r �J SUPERVISION AND TO THE BEST OF MY �``" I I OPPOSITE SDE OF WALL. I I POST BASES AND CAPS �MENTCOOMPPLLYAND WITH HE LLATEEs I ( I I (TYP OF 5) SEE DETAIL - 1/A3.3 PROVISIONS OF THE NEW YORK STATE UNIFORM FRE PREVENTION, BULDNG CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. (2)11-V4' ML. HDR _ DOOR ------- --- ------ - -- --- -- --- -- - ------ -- - - -- -- -- ------ - - _ _ DRAWING � 16'x8' .H GARAGE T.B.S. BY �OWNER - 1ST FLOOR PLAN - -------------------------- II If II I I I, - ll — CEDAR BRACKETS I '� 4x8 CEDAR - - - ,l" _ 11, _}'� -�}„ ---- - - -1i l 1,,n° -_=�_;; •. I BEAM ------------- ' -- � 1 I - - - - ------------- ---------- -- -- ------ --r------ -- - - - - - - -------- PROJECT: „ 1 ;° tL 6° 1,,-�° ! 1J__ Roberts Premier _ y L v L J , i' U Developement LLC I - - 50 Jockey Creek Dr 64 4i" JUL 1 7 2020 =- 'Southold, NY 11971 4 1 2 t DATE 3/9/20 A-08 A-U( A_U7 _...__- J -- -------`�='�' ' �PROJECT NO. 191034-Roberts 1 FIRST FLOOR PLAN A-04 SCALE: 1/4'-T-O' DRAWN BY MS NOTE: FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: - CHECK BY. IDIS V2' GYPSUM BD. (TAPED & ROOF INITERSECTIONS, WHERE EVER THERE IS A ' R313.11 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAR & RALNG. TO BE NOTE: EXTG.WALLS TO BE REMOVED �BBD KRAFT FACED FIBERGLASS INSULATION N ALL CATHEDRAL DWG NO. ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE 1' OWNER RESPONSIBLE FOR ORDERING SOL TEST TO SPACKLED-3 COATS MIN.) ON ALL CHANGE: N ROOF SLOPE OR DIRECTION; AND PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION SMOKE ALARMS SHALL BE PERMITTED TO BE ® SNGLE& MULTF'LE STATION SMOKE ALARMS WALLS & CELNGS. (TYP) AROIAVD ALL ROOF OPENINGS. FLASHNG SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WEEN INSTALLED N BULDNGS SELECTED BY OWNER (MAX RISER HGT KRAFTS. CHECK FOR BEARING CAPACITY OF SOL AND WATER EXTG WALLS TO REMAIN SHEATHING TO BE MIN. V2' WOOD STRUCTURAL 8-V4' & MIN. TREAD DEPTH SH4LL BE TABLE LEVEL. ® CARBON MONOXIDE DETECTOR SMOKE DETECTOR �BBQ KRAFT FACED FIBERGLASS INSULATION N ALL FLAT CEILINGS. BE CORROSION RESISTANT (MNMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 91 MR HEAD ROOM 6'-8'. HANDRAIL ON +x13:4 KRAFT FACED FIBERGLASS INSULATION N ALL FLOORS OVER PANELS ON EXTERIOR ATTACHED W/ 8D APPENDIX J POWER SYSTEM OR N Bl1ILDNGS THAT UNDERGOING REPAIR, NEW���� V2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE COMMON NALS ® 6' O.C. AT PANEL EDGES AND AT LEAST ONE SDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH UNCONDITIONED SPACE 8313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR o 100 CFM FAN BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM 12' D.C. N FELD. EXTERIOR SHEATHING SHALL BE HANDRAIL FIGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE MAINTAIN MN. 6' CLEAR BEARNG WALL T' •s @-1 KRAFT FACED FIBERGLASS INSULATION N ALL EXTERIOR WALLS A-04 MIN.) BEHIi� ALL TUBS, SHOWERS, N NEW CONSTRUCTION, THE REQURED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE *B- RIGID INSULATION N ALL EXTERIOR WALLS. CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE. �- SINKS & WC N BATHROOMS. (TYP) ALL VALLEYS, CHMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BULDNG R313.4.2 EXISTING BUILDINGS STAR TREAD NOSING. HANDRAL SHALL X POST TERMINATION NEW P.0 HND. WALL y RAKES TO RECEVE 'STORMGUARD' LEAK BARRIER UPPER TOP PLATE, WITH ALL PANEL EDGES WIPING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE NSTALLED N HOLD DOWN SEE SHT N-01 +x TO BE PROVIDE IN CELJNGS EXPOSED TO UNHEATED SPACES. SCALE SHT.NO. HAVE A PERIMETER DIMENSION DF AT � BY *GAF" OR APPROVED EQUAL. AT ALL EVES & OVER FRAMING SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION. CONTRACTOR TO VERIFY EXISTING FIRST FLOOR CS-yySP HOEDOWNS ARE REQUIRED AT EACH END OF LEAST 4' & NOT GREATER THAN 6-V4' yylJppyy HEADER SIZES. MN. S2E TO BE (2)2x6 U.N.O. T.G. TEMPERED GLASS (Continuously sheathed wood structural panel) INSULATION BY 'OWENS CORNING' OR APPROVED EQUAL LRAKES. EXTEND LNDERLAYMENT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTiON N W/ A MAX CROSS SECTION OF 2-V4'. p AS NOTED NSDE THE EXTERIOR WALL LINE OF THE BULDING PERFORATED SHEAR WALL. POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE NTH APPENDD( J. FASTENERS 6'EDGE 12' FELD ISSUED FOR: DATE DESCRIPTION 4 Xxxxx DOB SUBMISSION A-U 3112120 DOB SUBMISSION j FCA2646 E 2W RO. 5' 0" x 4' 6' LINE OF PORCH BELOW -- - - - - - - - - - - - - - - - - - - `- - - - - - - - - - - - - - - -F - - - - - - - - - - - - - - - - - (2)2x8 HDR. REVISIONS BEDROOM #4 C) NO. DATE DESCRIPTION LLJ C2 2x8 C.J. 0 W O.C. (8'-0* A.F.F.). LINE OF HOUSE WALL BELOW 0 1 I'll I Lu 0 4 I/T 7 C) ------2 gLFLEC CD LLJ z / JI f r- - - - - -- - I ------------ —o 00 WALK-IN CLOSET ;c' r-O >= C\j co ro T S r2668 x 00 CD < 00 EL C\j C_r LU C� Cj 10' TP ADS DOUBLE R.R. &TRIMMERS 4" _611 AT EXTERIOR WALL (TYP) ON 17R a: LU to W \,A-08/ GAME ROOM x L) —CO E fr --—-------- 36*x36' AT CM 2x8 C.J. ® 16' O.C. hh..,ACCESS PA/ C15 0 < (8'-0' A.F.F). 01-0 z B z < W_ Col.) LNE OF GARAGE L<U -tt'�tl--------7 ---- cf) d> -------------- _j '21 M CC) 4 L) >< 2- # >5 00 Z, C\j LLJ LINE OF HOUSE WALL BELOW STACK 00 , CD DRYER CO cin LLJ rQ"— BATH 00 C�R&Q 1(' 024 FDR. (2)2x6 M c:) co BA to i I -------- C.0 I — — — — — — — — — — — — — — — — — — CER TILE IF I IF �E U-i • C\j C\j co i I a i 0 < FLOORING R.O. 2' x 61 1 R.O. Z F x V 6" C\j 0- -wmm GLAS�-, C\j 0 r11)DO R 0 ED El l� FAI 4' L CU JT , I' , E SHOW'-R -- -- -------- HUU & SHEL� D 2-20 8 T — T T — T — — - - - � ��S�E 7T GSA LINE OF HOUSE WALL BELOW A 0 K, I-,", V-11, 8270 C) op NES y__j v BEDROOM #3 e J _j LU — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LINE OF PORCH BELOW wTHIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DIRECTION AND < SUPERVISION AND TO THE BEST OF MY KNOWLEDGE. BEI_EF AND PROFESSIONAL C) JUDGMENT COMPLY WITH THE LATEST A-09 2X8 C.J.Cj0 16, O.C. j^2 %6, PROVISIONS OF THE NEW YORK STATE (8'-0' A.F.F.1 UNIFORM FIRE PREVENTION, BUILDING CODE (2)2x8 HDR. AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 13 IF A2646 E 2W 80. 5' 0' x4' 6' DRAWING 2ND FLOOR PLAN R312.2 Window fall protection. Window fall protection shall be provided in accordance with Sections 8312.2.1 and 831222 In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches (810 mrr) above the finished floor and greater than 72 inches (1829 ffvn) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: I Operable windows with openings that will not allow a 4-inch-diarneter (102 mm) sphere to pass through the opening where PROJECT: the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention 01 devices that cornply with ASTM F 2090. Roberts Premier 3. Operable windows that are provided with window opening control devices that cmVy with Section R312.2.2 Deve lopement LLC SECOND FLOOR PLAN 831222 Window opening control devices, 350 Jockey Creek Dr A-05 SCALE: 1/4--1'-0- Window opening control devices shall coq* with ASTM F 2090. �A-Wor -W The window opening control device, after operation to release the Southold, NY 11971 control device allowing the window to fully open, shall not reduce A JUL "1 7 2020 "Y the not clear opening area of the window unit to less than the area required by Section R310.21 DATE 3/9/20 PROJECT NO, 191034-Robefts DRAWN BY IVIS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: CHECK BY. M$ NOTE: V2' GYPSUM BID. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE IS A ALL EXTERIOR WALLS ARE DESMIED AS *TYPE r R313.11 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRIENT NEW WOOD STAR & RALING.TO BE OWNER RESPONSIBLE FOR ORDERING SOL TEST TO SMILE& MIXTIPLE STATION SMOKE ALARMS EXTG. WALLS TO BE REMOVED B:3D KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL SPACKLED-3 COATS MM ON ALL CHANGE IN ROOF SLOPE OF DIRECTION; AND PERFORATED SHEARWALL& EXISTING BUILDINGS UNDERGOING REPAIR ALTERATION, PROTECTION SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HG3T CHECK FOR BEARING CAPACITY OF Sol- AND WATER EXTa WALLS TO REMAIN CEILINGS. DWG NO. WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE M V2' WOOD STRUCTURAL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS 8-V4" & MIR TREAD DEPTH EHALL BE TABLE LEVEL. CARBON MONOXIDE DETECTOR SMOKE DETECTOR B=29 KRAFT FACED FIBERGLASS INSULATION IN ALL FLAT CEILINGS. BE CORROSION RESISTANT (MINIMUM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ 8D BE PROVIDED WITH SMOKE ALARMS AS REOURED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 91 MR HEAD ROOM V-8- HANDRAIL ON NEW CONSTRUCTION B:�g KRAFT FACED FIBERGLASS INSULATION IN ALL FLOORS OVER VZ MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCLAS & TRIM TO BE COMMON NALS 0 V O.C. AT PANEL EDGES AND APPENDD( J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF S*TAIRWAY. CONTRACTOR TO RE-MADE EXISTING EARTH. PITCH 100 CFM FAN UNCONDITIONED SPACE BID. (TAPED & SPACKLED-3 COATS R313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY. ADDITION, OR HANDRAIL. HIGHT NOT TO BE LESS THAN M BEARM WALL CAPPED BY ALUM. 12' O.C. IN FELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REOUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE AWAY FROM THE HOUSE. MAINTAIN MIN. V CLEAR *B:l KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS -05 MR) BEHIND ALL TUBS, SHOWERS, CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE X POST TERMINATION NEW RC FIND.WALL R-5 RIGID INSULATION IN ALL EXTERIOR WALLS. A - - SINKS & WC N BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BULDING R313.4.2 EXISTING BUILDINGS STAR TREAD NOSINa HANDRAL SHALL RAKES) TO RECIEVE 'STORM31JARD* LEAK BARRIER UPPER TOP PLATE, WITH ALL PANEL EDGES WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER MENWN OF AT CONTRACTOR TO VERT EXISTING FIRST FLOOR 0 HOLD DOM SEE SHT N-01 CS-WSP *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. SCALE BY'CwNF* OR APPROVED EQUAL. AT ALL EVES & OVER FRAMINa SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGONE REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 6-V4' DER SIZES. MIN. SIZE TO BE (2 T.G. TEMPERED GLASS INSULATION BY SCALE CORNING' OR APPROVED EQUAL SHT. NO. RAKES). EXTEND UNDERILAYMENT 24' PAST THE HOLDOWNS ARE REQUIRED AT EACH END OF WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W1 A MAX CROSS SECTION CF 2-1/4*. WINDOW HEA )2x6 U.N.O. (Contirtnusly sheathed wood structural parte INSIDE THE EXTERIOR WALL LINE OF THE BULDNa PERFORATED SHEAR WALL. I I I I FASTENERS 6*EDGE r FELD AS NOTED POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. I I I T.G. U 11 1 1 ISSUED FOR: TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION DATE DESCRIPTION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A continuous air barrier shall be installed in the XXXXX DOB SUBMISSION building envelope. General requirements The exterior thermal envelope contains a continuous sealinrm materableial- air insulation shall not be used as a air barrier sealing material. 3/12/20 DOB SUBMISSION Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceilind'soRt shall be aligned with the insulation and any gaps In the air The insulation in any dropped ceiling.soffit shall Ceiling?aalC battler Shall b2 sealed. Access openings.drop down stairs or knee waif doors be aligned with the a°r barrier. to unconditioned attic spaces shall be sealed. Cavities within comers and headers of frame The junction of the foundation and sill plate shall be walls shall be Insulated by completely filling the sealed. cavity with a material having a thermal resistance Walls The junction of the top plate and the top Of exterlor of R-3 per Inch minimum. walls shall be sealed. Exterior thermal envelope insulation for framed Knee walls shall be sealed. walls shall be installed in substantial contact and —�c continuous alignment with the air barrier Windows,skylights and doors The space between window/doorjambs and framing, s' T and skylights and framing shall be sealed. ID Rim joists Rim joists shall include the air barrier. Rim joists shall be Insulated --\—- -- i— �— — — — -r- — — — — — — — — — — — — — — — ---i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —J- — — — — — — — — — — — — — — — Floor framing cavity insula1i n shall be Installed to maintain permanent contact with the underside of subfloor decking,or floor framing cavity Floors(including above garage and cantilevered floors) The air barrier shall be installed at any exposed edge insulation shall be permitted to be in contact with 2x10 FIR 0 16' O.C. 2x10 RR ® 16' O.C. of Insulation. the to REVISIONS 2x10 f�I.R � �'_O.C. � 2x10 R.R ® 16' O.C. p side of sheathing.or continuous insulation OInstalled on the underside of floor framing and -r' extends from the bottom to the top of all perimeter floor framing members. NO. DATE DESCRIPTION \ ® Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, \ ¢ I N Crawl space walls covered with a Class I vapor retarder with insulation shall be permanently attached to the \ Y_ overlapping joints taped. cra.v!space walls. \ X I Duct shags,utility penetrations,and flue shafts �Q Shafts,penetrations opening to exterior or unconditioned space shall be cc I ` _ _ _ J sealed. k N Batts in narrow cavities shall be cut to fit,or Narrow cavities narrow cavities shall be filled by insulation that on installation readily conforms to the available SECTION U103 SOLAR-READY ZONE I cavity space. Garage separation Air sealing shall be provided between the garage and 2x12 SLEEPER conditioned s RB703.1 General New detached one-arid two-family dwellings, and I �"�L � paces. multiple single-family dwellings (townhouses) with riot less than 600 Recessed light fixtures installed in the building Recessed light fixtures installed in the building square feet (55.74 m2) of roof area oriented between 110dRecessed lightingegreeS thermal envelope shall be sealed to the drywall thermal envelope shall be air tight and IC rated. and 270 degrees of true north shat comply with Sections 0103.2 y v . through 01038 p Cf� Batt insulation shall be Cut neatly to fit around DOUBLE RR & TRIMMERS wiring and plumbing in exterior walls,or ;121 Plumbing and wiring insulation that on installation readily conforms to Exceptions: I 7 ® 1 New residential buildings with a permanently installed on-site renewable I AT EXTERIOR WALL (TYP) available space shall extend behind piping arnd � energy system2 A buldrlg with a solar-ready zone that is shaded for more than 70 I 42 The air barrier installed at exterior walls adjacent to wiring SOLAR READY X Sho%verqub on exterior wall showers and tubs shall separate them from the Exterior wails adjacent to showers and tubs s hall I percent of daylight hours annually.. c� p ZONE MIR 300 S.F. be insulated. showers and tubs. U103.3 Solar-ready zone area. CODE SECT U01 AS PER `03.3 IRC The air barrier shall be installed behind electrical or I I The total solar-ready zone area shall be not less than 300 square feet I Electrical+phone box on exterior walls communication boxes or air-sealed boxes shall be (27.87 m ) exclusive of mandatory access or set back areas as Installed required by the International Fre Code. New multiple single-family dwel'ngs HVAC register boots that penetrate building thermal n (townhouses) three stories or less height above grade plane and with a total floor area less than or equal to 2,000 square feet 14' M L RIDGE envelope register boots envelope shall!be sewed to the subfloor or dR wall. (185.8 m ) per dwelling shat have asoler-ready zone area of When required to be sealed.concealed fire sprinklers not less than 150 square feet (13.94 m ). The solar-ready zone shall be dshalt only De sealed to a manner that is recommended �j composed of areas not less than 5 feet (152 m) in with and DOUBLE R.R. & TRIMMERS p 0 Concealed sprinklers by the manufacturer.Caulking or other adhesive 11 not less than 80 square feet (T.44 m ) exclusive of access or set back I AT EXTERIOR WALL CTYP) N sealants shalt not be used to fi!!voids between fire H 200 FIR 0 •16' O.C. co sprinkler cover plates and walls or ceilings. U areas as required by the International Fro Code. 14' ML RIDGE ah II W Er 0103.4 Obstructions. v U Solar-ready zones shat be fres from obstructions, including but not limited `*` 1 1 I c a, o Q to vents, chimneys, and roof-mounted equipment N nil ® .� O Z Q U103.5 Roof load documentation. The structural design loads for roof dead bad and roof We load shag be v l O V U J clearly indicated on the construction documents. 0103.6 Interconnection pathway. I 1 UO II 11 0 II $2 ci X ci7 0 Construction documents shag indicate pathways for routing of conduit or `+ p a v Ua U plumbing from the solar-ready zone to the electrical service I � (I � I I I I � I I ca `' o .. N d d panel or service hot water system. ® ® SQ m 11 1 11 d oC 1 U103.7 Electrical service reserved space. ( $2 The main electrical service panel shag have a reserved space to allow \ t't¢ P I r installation of a dual pole circuit breaker fix future solar electric installation and shag be labeled 'For Futuro Solar Electric' The reserved 1- n L I_ _ — _ space shall be positioned at the opposite (bad) end from the input feeder location or man circuit location I `b+' 2x12 SLEEPER I U103.8 Construction documentation certificate. I I I U A permanent certificate, Indicating the solar-ready zone and other requirements of this section, shag be posted near the electrical distribution panel, water heater or other canspicuous location by the I Nf I I C 1 builder or registered design professional I I A o — — I o � I I I -n„ (V N� c%' —- 9T X36276 2x10 R.R 0 16 O.C. ® 2x10 R.R 0 16' O.C. 2x10 RR ® 16 O.C. 2x10 R.R ® 16' O.C. FOF NEI'' I I I I I I r - - - - - '� — - - — — — — — - - - — — - — - — - - - - — — — — - - — - THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION AND TO THE BEST OF MY -J N C1 KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT COMPLY WiTH THE LATEST PROVISIONS OF THE NEW YORK STATE INFORM FRE PREVENTION, BULDNG CODE AND THE NEW YORK STATE ENERGY -U CONSERVATION CONSTRUCTION CODE I I - L_ – – – – – -- – – – – – – – – – – – – – – – – – – – – - Nx — DRAWING w' ROOF PLAN 1 ROOF PLAN A-06 SCALE: 1/4'-T-0- PROJECT: Roberts Premier - - - Developement LLC - 350 Jockey Creek Dr Southold, NY 11971 JUL 1 7 2020 DATE 319120 _ PROJECT N0, 191034-Roberts DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: CHECK BY. MS V GYPSUM 8D. (TAPED & ROOF INTERSECTIONS, WHERE EVER THERE IS A �E R313.11 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAR & RAILING. TO BE tICK EXTG. WALLS TO BE REMOVED +r 6�Q KRAFT FACED FIBERGLASS INSULATION N ALL CATHEDRALALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE 1' ERRESPONSIBLE FOR ORDERING SOI_ TEST TO DWG NO. SPACKLED-3 COATS MIN) ON ALL CIiANGE N ROOF SLOPE OR DIRECTION; AND EXISTIJG BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTIONL SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGTSD SINGLE & MULTPLE STATION SMOKE ALARMS CELNGS.PERFORATED SHEARWALLS. FOR BEARING CAPACITY OF SOI_ AND WATER EXTG.WALLS TO REMAIN WALLS & CELNGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY,ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS 8-V4' & MR TREAD DEPTH SHALL BE O e B�4 KRAFT FACED FIBERGLASS INSULATION N ALL FLAT CELNGS. SHEATHING TO BE MN. V2' WOOD STRUCTURAL TABLE LEVEL. CM CARBON MONOXIDE DETECTOR SMOKE DETECTOR BI= CORROSION RESISTANT (MINIMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL gb MINL HEAD ROOM 6'-8'. HANDRAIL ON �6�4 KRAFT FACED FIBERGLASS INSULATION N ALL FLOORS OVER PANELS ON EXTERIOR ATTACHED W/ 8D NEW CONSTRUCTION V2' MOISTURE RESISTANT GYPSUM APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SDE OF STAIRWAY. UNCONDITIONED SPACE ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS ® 6' O.C. AT PANEL EDGES AND Et313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH � 100 CFM FAN BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM �' O.C. N FIELD. EXTERIOR SHEATI�NIG SHALL BE HANDRAIL FIGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE. MAINTAIN MR V CLEAR BEARING WALL *B:l KRAFT FACED FIBERGLASS INSULATION N ALL EXTERIOR WALLS. /� _O MN) BEHJD ALL TUBS, SHOWERS, N NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE +r A CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SDNG TO GRADE. B-� RIGID NSULATI�J N ALL EXTERIOR WALLS. SINKS & WC N BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING 8313.4.2 EXISTING BULDNGS STAR TREAD NOSNGL HANDRAIL SHALL X POST TERMINATION NEW P.0 FND. WALL s, ,;.:• RAKES TO RECEVE 'STORMGUARD' LEAK BARRIER UPPER TOP PLATE, WITH ALL PANEL EDGES WIRING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENSION OF AT 0 HOLD DOWN SEE SHT N-01 � e TO BE PROVIDE N CEILINGS EXPOSED TO UNHEATED SPACES. B`( 'GAF' OR APPROVED EQUAL. AT ALL EVES & OVER FRAMING SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UJDERGONG REPAK ALTERATION, LEAST 4' & NOT GREATER THAN 6-V4' CONTRACTOR TO VERIFY EXISTING FIRST FLOOR T.G. TEMPERED GLASS - INSULATION BY 'OWENS CORNING' OR APPROVED EQUAL SCALE SHT. NO. RAKES. EXTEND UNDERLAYMENT 24' PAST THE H�DOWNS ARE REQUIRED AT EACH END OF WHEN PRIMARY POWER IS NTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION N WINDOW HEADER SIZES. MIN SIZE TO BE (2)2x6 U.NLO. (Contnuousy sheathed wood strtxtureJ panen I�k3DE THE EXTERIOR WALL LINE OF THE BULDNG PERFORATED SHEAR WALL. POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. W/ AMAX CROSS SECTION OF 2-V4'. FASTENERS 6'EDGE 17 FIELD AS NOTED ISSUED FOR: DATE DESCRIPTION xxxxx DOB SUBMISSION 3112120 DOB SUBMISSION REVISIONS F"--r NO. DATE DESCRIPTION —----------------- ----------- CONT. RIDGE-VENT— CONT. VENT 14'�L RIDGE T/O RIDGE 14Ml RIDGE ------- - -- -------------------- 12 J?_ 12 12 5 12 __j w12 J_j 12 __\—- ------------------------------------------------------------ 0. 0. 2x6 C.T o 32* O.C. cr 2x6 C.T 0 32' O.C. \+ ® UPPER THIRD ® UPPER TWO SECOND LEVEL PLATE ffiGHT Q ti ATTIC 12 ATTIC NAM 12 5 Cr C) T, N� I W =4 SECOND LEVEL SUBFLOOR 011-V4' M.L. HDR --------------- --- ----------- �ffr\A n m E IC u-j -7� , " A MAN LEVEL PLATE HEIGHT LLj 74-1 1 v- - - -:t N, I 9� — 0 -- -------- ----- z< z \,—D OPPED LVL BEAM DROPPED LVL BE E� ,GN BY SUPPLIERt, 0 U. r COVERED _j REAR ENTRY CcL<U , PORCH 'B' COVERED 4 0 COVERED GREAT ROOM ,::5 C.7 DINING ROOM - < ENTRY _i<c < CD BUXLIJ LLII I PORCHA' I 1� VAULTED CEILING COVERED .-Iln POR�IH 'A C1_ 0- .9 m E C5 PORCH 'B' -5 CL o it 314' T&G SUBFLOOR 11-7/8' TJL FL JTS 0 16- O.C. (210 SERIES) 0 314" T&G 'S'l-E-31FLOOR I° a, 1 11 to oj 1 o GLUED AND NAILED MAIN LEVEL SUBFLOOR ELEV. 135) GLUED AND NAILED ------------- -------\----- ------POW— L + 11-7/8' TJL FL JITS 0 16' O.C. (560 SERIES) 11-7/8* TJL FL JTS 0 16' O.C. (560 SERFS) VENEER )11-7/8* T.J.1 FIL JTS 16' O.C. (210 SERIES) 1111=1u1=1111_1111-1111_11 �, b 111-11u-IIII--IIII=1111=11u- ° --- -- 1_111=1111_1111=IIII=till-IIII-1111-1111-IIII II -N AVERAGE GRADE ELEV. 113n Irl I DA IIII=IIII a -1111=1111 III=IIII=1111 00 DROPPED LVL BEAM DROPPED LVL BEAM L BASEMENT II_= E _1111- 3-1/2" STEEL COLUMN ON 1=1111=1111-1111_111 =1111_11 -IIII=1111 =u11-111 1u=1111= 1111=1110 � 3-1/2" STEEL COLUMN ON 30"x30 x12" CONC FTG 30"0'x12" CONC FTG 71= 0I C—) W1 4 #5 REBAR EACH WAY N=_ W1 4 #5 REBAR EACH WAY BASEMENT _,f) OITIONAL 2x4 STUDS 16' oc 2D 5 5==1-111 IT VW FG BATT OR CLOSED =1111=1w =D X36278 O� CD C-D CELL SPRAY FOAM NSLI ATION > La- E =D 4' CONIC FLOOR OVER 4' CONC FLOOR OVER COMFORMING3 TO LOCAL CODES IIII=111 QF N Tl=5, 6 MIL POLY MOISTURE BARRIER 6 MIL POLY MOISTURE BARRIER L 4' CLEAN GRANULAR FILL H 4' CLEAN GRANULAR FILL DRAIN TILE THESE PLANS WERE 4 THIS CERTIFIESTHAT =DRAIN TILE AS REO'D, PREPARED UNDER MY DIRECTION AND DRAIN TILE DRAIN TILE SUPERVISION AND TO THE BEST OF MY AS REO'D. AS REO'D. AS REO'D, KNOW-EDGE, BELIEF AND PROFESSIONAL JUDGEMENT COMPLY WITH THE LATEST PROVISIONS OF THE NEW YORK STATE UNFORM FEE PREVENTION, BLILDNG CODE AND THE NEW YORK STATE ENERGY SECTION 2 SECTION CONSERVATION CONSTRUCTION CODE. (00- A-07 SCALE: V4'=T-0- SCALE: V4*-1'-0' DRAWING SECTIONS PROJECT: Roberts Premier Development LLC 350 Jockey Creek Dr J Ul 1 7 2 Southold, NY 11971 0 DATE 3/9/20 PROJECT NO. 191034-Roberts DRAWN BY MS NOTE: FF—LASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: NOTE: SYMBOL LEGEND NOTE: MS V2' GYPSUM BID. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE IS A ALL EXTER11OR WALLS ARE DESIGNED AS TYPE r R313AI SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRIENT NEW WOOD STAIR & RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOL TEST TO WILE & MLLTIPLE STATION SMOKE ALARMS 1 EXTra WALLS TO BE REMOVED *B=W KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL DWG NO. SPACKLED-3 COATS MIN.) ON ALL CHANGE N ROOF SLOPE OR DIRECTION; AND PERFORATED SHEARWALLS. EXISTING BUILDINGIS UNDERGOING REPAIR. ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT CHECK FOR BEARING CAPACITY OF Sol- AND WATER EXTCL WALLS TO REMAIN CELINGS. WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENNGS. FLASHING SHALL SHEATHING TO BE MR V2' WOOD STRUCTURAL CHANGE OF OCCUPANCY, ADDI[TION OR RELOCATION SHALL BATTERY POWER OPERATED W-EN INSTALLED IN BuILDINGS 8-V4' & MIN. TREAD DEPTH SHALL BE TABLE LEVEL CM CARBON MONOXIDE DETECTOR MIKE DETECTOR 8=29 KRAFT FACED FIBERGLASS INSULATION 14 ALL FLAT CELMS. BE CORROSION RESISTANT (MINIMUM 26 GALrO PANELS ON EXTERIOR ATTACHED W/ 8D BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 91 MIN. HEAD ROOM 6'-Ir. HANDRAIL. ON NEW CONSTRUCTION *BzaQ KRAFT FACED FIBERGLASS INSULATION IIN ALL FLOORS OVER V2' MOISTURE RESISTANT GYPSUM ALL. EXPOSED FASCIAS &TRIM TO BE COMMON NAILS 0 6' O.C. AT PANEL EDGES AND APPENDI POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH 100 CFM FAN UNCONDITIONED SPACE BID. (TAPED & SPACKLED-3 COATS CA13PED BY ALUM. 12' O.C. IN FELD. EXTERIOR SHEATHING SHALL BE R313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITIOR OR HANDRAIL FIGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE. MAINTAIN M 6* CLEAR BEARING WALL R-19 KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS MR) BEHIND ALL TUBS. SHOWERS. CONTIINUOUS FROM BOTTOM PLATE TO THE IN NEW CONSTRUCTION. THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE FROM BOTTOM OF NEW SIDING TO GRADE. B:5- RM INSULATION IN ALL EXTERIOR WALLS. A-07 SINKS & W.0 IN BATHROOMS. (TYP) ALL. VALLEYS, CHIW�EYS,SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS X POST TERMINATION NEW RIC FIND.WALL RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER UPPER TOP PLATE, WITH ALL PANEL EDGES STAR TREAD NOSING. HANDRAIL SHALL *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. OVER FRAMING. WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENSION OF AT CONTRACTOR TO VERIFY EXISTING FIRST FLOOR 0 HOLD DOWN SEE SHIT N-01 CS-WSP SCALE SHT. NO. BY 'GAF' OR APPROVED _QUAL. AT ALL EVES & HOEDOWNS ARE REQUIRED AT EACH END OF SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4* & NOT GREATER THAN 6-1/4' WINDOW HEADER SIZES. MR SIZE TO BE 024 U.N.O. T.G. TEMPERED GLASS (Conch sheathed wood struchiral paneD INSULATION BY*OWENS CORING' OR APPROVED EQUAL RAKES. EXTEND UNDERLAYMENT 24' PAST THE PERFORATED SHEAR WALL. WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W/ A MAX CROSS SECTION OF 2-V4'. FASTENERS 6'EDGE 7 FIELD AS NOTED LM)E THE EXTERIOR WALL LINE OF THE BUILDING. —1 POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WTH APPENDIX J. I ' III I ISSUED FOR: DATE DESCRIPTION xxxxx DOB SUBMISSION 3112120 DOB SUBMISSION CONT.RIDGE VENT 14' ML RIDGE 12 14 REVISIONS NO. DATE DESCRIPTION 0 .0 COVERED 12 i I I __j Lu U_d PlORCH 'A' 14 i Lu �j HAND FRAMED DROPPED LVL BEAM___/ EYEBROW"') DROPPED LVL BEAM IN SOFFIT ABOVE AS REO'D IN SOFFIT ABOVE \r ��'' 12 A3.2 SCALE 1 / 4 = 1 0 CuNl RIDGENT ------ 14 14'M RIDGE SECTION SCALE: 1/4*-T-O' 12 12 Ile CONT. RIDGE VENT _j 4) 14 12 14' ML RIDGE U-i Lu V 14 12 e 12 71 E CC 0 141 q < O 14 Lu 0'z <: BEDROOM #4 zz \ y GAME ROOM < LL e GAME ROOM 77- vj CD 4 —wl IC) CD Cf_ 12 2-2xlO 3/4' T8LC-; cUBFILOOR _'H 'j 3/4" TSG OUBFLOOR HDR FLUS 10 GLUED AND NAILED 00 GLUED AND NAILED —d� 0 N 67 o12 LLJ 2xlO FJ 0 16' O.C. q \ \� 18' FLOUR TRUSSES W14x3O STEEL BEAM (UPSET) + 192"DROPPED LVL BEAM O.C, Il SOFFIT ABOVE RESOURCE 10" TREADS ti COVERED DINING ROOM COVERED w MUD HALL KITCHEN (p) C PORCH 'A' PORCH 'A' a: uj Q_ -1 D J4 4-2x1' OR 117/8" < o LVL STRINGERS T 314" TC&G SUBFLOOR 4' CONC FLOOR W1 3/4' T&G SURFLOOR GLUED AND NAILED 6x6 10/10 GA VVWM GLUED AND NAILED --STONE-VENEER W1 Fll STONE CAP 10" TREADS 2-2xlO -7/8' T.& FL JITS 0 W O.C. (210 SERIES) HDR FLUSH 200 LND'G =_IIIIEEIIIIEE JSTS 1 0 C' z/_l C\j CID I , 11 ERTIFES THAT THESE PLANS WERE C-) -1111=1111=1111 ° r,BASEMENT TM PREPARED UNDER MY DIRECTION AND Q0 �:-' k SUPERVISION AND TO THE BEST OF MY =1111=1111- 1111-III =_1111=1111=_ L 2x6 STUDS 16'aa OPTO 4-2xl2 OR 117/8' KNOWLEDGE, BELIEF AND PROFESSIONAL BASEMENT FT r —1111= NAL 2x4 STUDS 16' a c Er C/ LLJ JUDGEMENT COMPLY WITH THE LATEST VV/ FG BATT OP CLOSED 1> 1 BLOCKING AT MID HT, LVL STRINGERS (�D (--Y--, = CC PROVISIONS OF THE NEW YORK STATE CELL SPRAY FOAM INSULATION 1 cs 6' HALF HIGH 1111 COM`-OMINK3 TO LOCAL CODE" UNIFORM FIRE PREVENTION, BUILDING CODE 101111 211111L 1 C) 16'x 8° CONC FTG W1 AND THE NEW YORK STATE ENERGY C) L�j _1111-1111 CONSERVATION CONSTRUCTION CODE. 4" CONC FLOOR OVER 4' CONIC FLOOR OVER CONT. REBAR 6 MIL POLY MOISTURE BARRIER 6 MIL POLY MOISTURE BARRIER 4" CLEAN GRANULAR FILL 4' CLEAN GRANULAR FILLING DRAW DRAIN TILE AIN DR TILE AS REOD pill, DRAIN TILE AS REOD AS REO'D. DRAIN TILE DRAIN TILE SECTIONS AS REQ D. AS REO'D. 2 SECTION SCALE: 1/4*=T-00 K"3 SECTION PROJECT: SECTION SCALE: 1/4'=T-O' r4 \I.A-08 �.�O8 SCALE: V4'=1'-0' Roberts Premier Development LLC 350 Jockey Creek Dr �Southold, NY 11971 JUL 17 2,02 DATE 3/9/20 PROJECT NO. 19!034-Roberts DRAWN BY MS, NOTE [FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: CHECK BY. MS NOTE: NOTE: SYMBOL LEGEND Nam. V2* GYPSUM BD. (TAPED & ROOF INTERSECTIONS. WHERE EVER THERE ISA ALL EXTERIOR WALLS ARE DESIGNED As TYPE r R313.11 SMOKE ALARMS OTFER THEN THOSE REQUIRED FOR OVERCURRIENT NEW WOOD STAR & RALNa TO BE OWNER RESPONSIBLE FOR ORDERING SOL TEST TO EXTG. WALLS TO BE REMOVED *13:29 KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL SPACKLED-3 COATS MW ON ALL CHANGE IN ROOF SLOPE OR DIRECTION: AND PERFORATED SHEARWALLS. EXISTNG BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER FIGT CHECK FOR BEARING CAPACITY OF SOL AND WATER SIN01E & RLTIPLIE STATION SMOKE ALARMS EXTa WALLS TO REMAIN CEILINGS. DWG NO. WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MR V2' WOOD STRUCTURAL CHANGE OF OCCUPANCY,ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS 8-V4' & M TREAD DEPTH SHALL BE TABLE LEVEL. *13:20 KRAFT FACED FIBERGLASS INSULATION 14 ALL FLAT CEILINGS. BE CORROSION RESISTANT M01MLIM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ 8D BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 9') MIN. HEAD ROOM 6'-8'' HANDRAIL ON CARBON MONOXIDE DETECTOR SMOKE DETECTOR NEW CONSTRUCTION *Bzag KRAFT FACED FIBERGLASS INSULATION IN ALL FLOORS OVER APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, UNICONDMONED SPACE V2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS &TRIM TO BE COMMON NAILS 0 6* O.C. AT PANEL EDGES AND R AT LEAST ONE SIDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTFt PITCH 100 CFM FAN BID. (TAPED & SPACKLED-3 COATS R313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY� ADDITION, OR HANDRAL FIGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE. MAINTAIN M 6' CLEAR BEARING WALL *R-19 KRAFT FACED FIBERGLASS INSULATION 14 ALL EXTERIOR WALLS. CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REOURED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34* & NOT MORE THAN 36* ABOVE *R-5 RIGID INSULATION IN ALL EXTERIOR WALLS. A-08 MR) BEHIND ALL TUBS. SHOWERS. CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SDING TO GRADE. SWS & WC IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND UPPER TOP PLATE, WITH ALL PANEL EDGES SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING STAR TREAD NOSING. HANDRAIL SHALL X POST TERMINATION NEW RC FND. WALL *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER FRAMING, WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENSION OF AT CONTRACTOR TO VERIFY EXISTING FIRST FLOOR 0 HOLD DOM SEE SHT N-01 CS-WSP SCALE SHIT. NO. BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & OF SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTNG BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 6-V4' WINDOW HEADER SIZES. MR SIZE TO BE 024 U.N.O. T.G. TEMPERED GLASS (Con%=* sheathed wood strurtual panel) INSULATION BY *OWENS CORNING! OR APPROVED EQUAL RAKES. EXTEND UNDERLAYMIENT 24' PAST THE HOLDOWNS ARE REQUIRED AT EACH END WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W/ A MAX CROSS SECTION OF 2-V4'. FASTENERS 6'EDGE 7FIELD INSEiE THE EXTERIOR WALL LINE OF THE BULDIING. PERFORATED SHEAR WALL POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J L AS NOTED ISSUED FOR: DATE DESCRIPTION xxxxx DOB SUBMISSION ROOF - SEE PLAN FOR MATERIAL 3112120 DOB SUBMISSION - (1) LAYER 15# FELT UNDERLAYMENT - 1/2° OXBOARD SHEATHING W/ CLIPS - ROOF TRUSSES AT 24' 0 C / VENT BAFFLES AT 12 EVERY TRUSS SPACE `;EE (MIN. 1' CLEARANCE) PLAN SEE PEW ICE & WATER SHIELD TO 24" PAST INSIDE WALL , Q ;�� MIN INSULATION w 5/4X4 ON 4/410 w / _____ REVISIONS HARDIETRIM - --- --- - '-'` ----- ---- --- -- - ----- rl VAPOR BARRIER -CI NO. DATE DESCRIPTION -i)' coNT. RDGE VENT �,'-0. -- 2X SUB-FASCIA W/ i; 5/8" GYP BD 2X4 LOOKOUTS AT 24' O.C, 12 W/ HARDIESOFFIT - VENTED AS REQUIRED ! 14 EXTERIOR WALL - EXTERIOR FINISH - SEE ELEVATIONSw 14'- CONT' RIDGE VENT - (2) LAYERS 154 FELT PAPER w -- - - w' ML-RIDGE- - - 1/2" 05I3 SHEATHING 3/4' T&G SUBFLOOR c� yyyvy - 2X6 STUDS AT 16„ O.C, - GLUED & NAILED W/ - MIN R-21 INSULATION 12 - VAPOR BARRIER RINHANK NAILS G S 14 - 1/2" GYP BD ~✓• , BEDROOM #3 MN. F-20 CLOSEDCELL Y ® �� FOANJINSULATION FLOOR TRUSS SYSTEM +j ®�, QO !i 1/2° GYP BD EXTERIOR WALL ,g 10 J w w 16' T.JI FL JTS 0 16' O.C. (360 SERIES) = U - EXTERIOR FINISH - 12 \� _ _ - '- - a ELEVATIONS 3=_ -- = - SEE. EL NS 0 - (2) LAYERS 15# FELT PAPER 1/2„ OQB SHEATHING O LU LU 2X6 STUDS AT 16 0,C, <C - MIN R-21 INSULATION CD h M E Cc - VAPOR BARRIER w = MASTER - 1/2° GYP BID w `' 00 Z z cn BEDROOM <:\ Z - Q M GARAGE 3/4” T&G SUBFLOOR _ - ¢ _j - GLUED & NAILED W/ 4i a RING SHANK NAILS 4 TSUBFLOOR C� x 3/ &a � 00 , GLUED AND NAILED o MIN R-20 CLOSED --- - M4" CONIC FLOOR W/ CELL SPRAY (, ( 11-7/8' T.J.I FL JTS ® 16' O.C. C210 ) --- - ---------- FOAM INSULATION — � i 6x6 10/10 GA WWM I ' ITII=1111=1111=1111= - --� DROPPED LVL BEAM ,� i1=1111 � IIII=1111 _1111=1111 � ITII=11i 0 11=IIII=IIII=IIiI=� -1111=111 =1111= =1111= III=1111= a _ - 1/2n GYP BD w c lul ll=ll�lll I�Ilu�ll�lr =1u1 IT11=11 T11=1 II ° IT11=i o - M BASEMENT I c ° 1111=1ii=1111=1i1 'III=III a =_IIII.` =1111= III=111 -'i��F. FOUNDATION WALL = IIIIiIIn_III11nI11illuill ' ;- ° � r„ '��-�_ III=1111=1111=1111= DA - WATCHDOG DAMPPROORNG - ; ° OPTIONAL 2x4 STUDS 1� oc. 6D0 ° lilt=llil_Ilil-1 ,�� - POURED CONCRETE WALL W/ F.G BATT OR CLOSED �,� III=1i11=1111=1i11= �5 rr g®�. - SEE PLAN FOR HTS & WIDTHS -'� ^ ° CELL SPRAY FOAM INSULATION z Is 1111=1111=1111=' Q 4' CONC FLOOR OVER 111=1i11=1111=1111 G ni - REINFORCIPJG AS REOUi'RED COMFORMING TO LOCAL CODES lil-rill-rill= 6 MIL POLY MOISTURE BARRIER 1-lil=lilt=lil * o 4" CLEAN GRANULAR FILL IIW1=till=rill= �W 1 SEAL ALL JOINTS w BETWEEN SLAB & SECTIO 2 o DRAIN TILE o362�e Q o . FOUNDATION WALL j AS REO'D, A-os SCALE: V4'=1'-0' 9 OF NE�yO J° 4' CON"' FLOOR OVER ' 2" RIGID INSULATION DRAIN TILE AS REQ'D ON MIN 2 THIS CERTIFIES THAT THESE PLANS WERE CRUSHED ROCK OR WASHED GRAVEL a a a -- \ PREPARED UNDER MY DRECEST AND SUPERVISION AND TO THE BEST OF MY W/ MIN 6° COVER OF SAW MATERIAL ° _' �� JKUOW-EDGE. BES AND PR FESSIONAL H THE LATEST 20° X 12° CONCRETE FOOTING SECTION PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION, BUILDING CODE W/ CONTINUOUS REI FORCING ^^ ^^•, •,•• •, ^• AND THE NEW YORK STATE ENERGY MIN. 6 MIL OR 3 MIL CROSS-LAMINATED CONSERVATION CONSTRUCTION CODE 4„ PERFORATED DRAIN TILE POLY, LAPPED 12 UNDER INSULATION AND W/ FILTER FABRIC OVER MIN 4„ SAND (GAS PERMEABLE LAYER) DRAWING SECTIONS 1 SECTION �01 SCALE: V4'=T-0' PROJECT: Roberts Premier Development LLC 350 Jockey Creek Dr Southold, NY 11971 JUL 1 7 2-1 DATE 3/9/20 PROJECT NO. 191034-Roberts DRAWN BY MS NOTE: FLASHNG SHALL BE INSTALLED AT WALL AND NOTE: RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: NOTE: SYMBOL LEGEND NOTE: NOTE; CHECK BY. MS V2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS, WHERE EVER THERE IS A R313.11 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAR & RAILING. TO BE EXTG. WALLS TO BE REMOVED +�fl�4 KRAFT FACED FIBERGLASS INSULATION N ALL CATHEDRAL ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE 1' OWNER RESPONSIBLE FOR ORDERING SOL TEST TO O DWG NO. SPARKLED-3 COATS MIN.) ON ALL ,CHANGE N ROOF SLOPE OR DRECTION: AND � EXISTING BUILDINGS UNDERGOING REPAR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE GFI FCTED BY OWNER IMAX RISER HIGT SD SINGLE& MULTIPLE STATION SMOKE ALARMS I CELNGS. PERFORATED SHEARWALLS. CHECK FOR BEARING CAPACITY OF SOL AND WATER E:XTG. WALLS TO REMAIN WALLS & CEILINGS. (TYPO AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS 8-V4' & MN TREAD DEPTH SHALL BE O +� KRAFT FACED FIBERGLASS INSULATION N ALL FLAT CELNGS. BE: CORROSION RESISTANT (Np�v1UM 26 GAUGE? SHEATHING TO BE MIN V2' WOOD STRUCTURAL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WrfHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 97 MN HEAD ROOM 6'-8'. HANDRAIL. til TABLE LEVEL. CM CARBON MOt�XDE DETECTOR SMOKE DETECTOR *� KRAFT FACED FIBERGLASS NSULATON N ALL FLOORS OVER PANELS ON EXTERIOR ATTACHED W/ 8D AT LEAST ONE SIDE OF 'STAIRWAY. �W CONSTRUCTION - V2' MOISTURE RESISTANT GYPSUM APPENDIX J POWER SYSTEM OR N BULDNGS THAT UNDERGOING REPAIR, UNCONDITIONED SPACE All EXPOSED FASCIAS & TRIM TO BE COMMON NALS � 6' O.C. AT PANEL EDGES AND R313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY ADDITION, OR CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH 100 CFM FAN BD. (TAPED & SPACKLIED-3 COATS IN NEW CONSTRUCTION THE REQUIRED SMOKE ALARMS RETORTION N ACCORDANCE WITH OCCUPANCY, HANDRAL HGHT NOT TO BE LESS THAN BEARING WALL .� *B� KRAFT FACED FIBERGLASS NSULATION N ALL EXTERIOR WALLS. CAPPED BY ALUM. 12' O.C. N FIELD. EXTERIOR SHEATHING SHALL BE AWAY FROM THE HOUSE. MAINTAIN MIN 6' CLEAR MR) BEHIND ALL TUBS, SHOWERS, CONTINUOUS FROM BOTTOM PLATE TO THE ST & NOT MORE THAN 36' ABOVE FROM BOTTOM OF NEW SIDING TO GRADE. —s�-- B-� R INSULATION N ALL EXTERIOR WALLS. SINKS & WC N BATHROOMS. (TYP) �At.L VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING Q�13.4.2 EXISTING BUILDINGS STAR TREAD NOSING. HANDRAIL SHALL �( POST TERMINATION NEW RC HND.WALL ' .•i,•.:.:•• RAKES TO RECEIVE 'STORMGUARD' LEAK BARRIER UPPER TOP PLATE„ WTH ALL PANEL EDGES WRING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HOLD DOWN SEE SHIT N-01 *TO BE PROVIDE N CEILINGS EXPOSED TO UNHEATED SPACES. OVER FRANNG HAVE A PERIMETER DIMENSION OF AT CONTRACTOR TO VERIFY E:XISTNG FRST FLOOR CS-WSP SCALE SHT. NO. Bl' 'GAF' OR APPROVED EQUAL. AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BULDNGS UNDERGONG REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 8-V4' .G. TEMPERED GLASS (Continuously sheathed wood structural paneD NSU-ATION BY 'OWENS CORNING' OR APPROVED EQUAL RAKES EXTEND UNDERLAYII 24' PAST THE HOEDOWNS ARE REQUIRED AT EACH END OF WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION N WINDOW HEADER SIZES. MN SIZE TO BE (2)2x6 U.N.O.UNO PERFORATED SHEAR WALL. W/ AMAX CROSS SECTION OF 2-V4'. FASTENERS 6'EDGE 12'HELD AS NOTED Mf3DE THE EXTERIOR WALL LINE OF THE BULDNG POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCE NTH APPENDIX J. ISSUED FOR: NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) ANCHOR BOLT SPECIFICATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIOMS)(AS PER WFCM) DATE DESCRIPTION (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) NAILING SCHEDULE NOTE: SECOND FLOOR ATTACHMENT TYPICAL TYPICAL xxxxx DOB SUBMISSION ALL STRAPPING TO BE 1 V4720 GAUGE STEEL OR 'SIMPSON' EQUIVALENT (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) SPACING CORNERS NUMBER OF NUMBER OF NAIL SPACING CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING 3'-0• O.C. (1-3 story) ' ax DESCRIPTION OF BUILDING ELEMENTS 3/. 2/20 DOB SUBMISSION COMMON NAILS BOX NAILS ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUR ADJUSTABLE �• max SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL HANGER ROOF FRAMING CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FINISHED IN 'ZMA), POST HOT-DIP GALVANIZED OR STAINLESS STEEL. 'SIMPSOM HDUS-SDS2.5 RAFTER TO TOP PLATE(TOE NAILED) 3-sd 3-10d PER RAFTER ROOF i-� CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d 3-10d PER JOIST AT RAFTER TO RIDGE BOARD CONNECTION RAFTER BOARD BEAM 2-16D COMMON to FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP MALS O.C. - , . • : . ' ° • . CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 6-16d 6-40d EACH LAP FOF OR FULLLL LENGTH FOR ALT. COLLAR TE - (3) 10D COMMON NAILS AT EACH END COLLAR TIE BLOCKING STUD CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 6-16d 6-40d EACH LAP PLAN COLLAR TIE TO RAFTER (FACE-NAILED) 2-1 Od 2-12d PER TIE AT RAFTER TO RIDGE BEAM CONNECTION ® ENDWALL BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-1Od EACH END FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE JOIST HANGER - (5) 10D COMMON NAILS AT RAFTER RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END 'SEPSOW LSSU28 3' 5Q. x V4' WASHERS •ROOF & END NUT SETUP —� WALL FRAMING NOTE: FOR CATHEDRAL CEILING RAFTER DOUBLE SILL PLATE AT SLOPING RAFTERS OR RAFTER TO CEILINGON TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 1 2-16d 1 PER FOOT HEADER CONNECTIONS PROVIDE JOST 'SIMIDSON' HDUS (SINGLE FOR SLAB NS SEASON CONNECT' ADJUSTABLE HANGER. GRADE APPLICATIONS) TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE IN ADDITION TO STRAPPING ® RIDGE. 80 5/8' RAFTER BOLTS ANCHOR ;• g REVISIONS STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. AT RAFTER TO TOP PLATE TO STUD CONNECTION CEILING m HEADER TO HEADER (FACE-NAILED) 16d 16d 16"o.c.ALONG EDGES t5) Dp COMMON NAILS AT EACH END STRAP TOP PL. JOLT F I RST FLOOR ATTACHMENT 4 t, NO. DATE DESCRIPTION POURED ,; . •. � � n TOP PLATE OR BOTTOM PLATE TO 2-16d 2-40d PER 2"x4"STUD BY'SWSOM (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) CONCRETE - - - STUD(END-NAILED) 3-16 3-40d PER 2"x6"STUD 'SIMPSON' H8 WOUNDATION °•�. :,,,: d SECTION 4-16d 4-40d PER 2"x8"STUD NOTE., STUD ALL CLIPS & STRAPS CAN BE MOUNTED NOTES : BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d 1'2 2-16d 1'2 PER FOOT FROM EITHER ALL EXTERIOR OR ALL 'SMI'SON' HDU5-SDS2.5 ENDJOIST OR BLOCKING (FACE-NAILED) INTERIOR, BUT NOT A COMBINATION OF BOTH. —� '• 1 USE 5/8' DIA. ANCHOR BOLTS W! WASHERS 7' EMBEDMENT INTO •_,�----2-16D COMMON CONCRETE W! 3' SQUARE x V4' WASHERS AND END NUT SETUP. 41 4o NAILS 0 W O.C. 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY FLOOR FRAMING AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION .• FOR FULL LENGTH OF STUD HOLD DOWNS FOR SHEARWALLS. JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d EACH END (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) LOCKING B 'SIMPSON' B ENDWALL 3. OPE ANCHOR BOLT IS TO 8E LOCATED BETWEEN 6' MINTO BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END FOR STRAP - (4) 8D COMMON NAILS MTS 16 12' MAXIMUM FROM ENDS AND CORNERS. BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END AT EACH END OF STRAP SHOE R SU3FLR. BLOCKING AT ENDWALL BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK FOR ALTERNATE - (14) '10D COMMON NAILS STRAP CONFIG. FOR EACH STRAP RIM JOIST FLOOR ° LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST ,:' �• :; �;:° ' (REQUIRED FOR ALL NEW CONSTRUCTION APD/OR NEW ADDITIONS) (TWO STRAPS TOTAL) JOIST .'. , RIDGE JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-1Od EACH END BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d EACH END TOP !' .' • 1 1 FOR SECOND FOR. - SHEATHING TO OVERLAP BLOCKING 2 BAYS ILL OR TOP PLATE TOE-NAILED 2-16d 3-16d PER FOOT ' BACK ® 4T O.C. BAND JOIST TOS ( ) qpD�� FIRST & SECOND FLOOR & 5/8' DIA. THREADED ROD EMBEDDED ATTIC ROOF SHEATHING STUDS BY MIDI 12' 12 V2' INTO CONCRETE W! 'SEPSON' ET ALL STRAPPING, ANCHORS, HOLD DOWNS, (HGi STRENGTH EPDXY ADHESIVE) & FOR & ADHESIVES TO BE INSTALLED . PER TEMPERATURES (0 DEG. TO 40 DEG F) USE WOOD STRUCTURAL PANELS 8d 10d 6' EDGE/6"FIELD MANUFACTURES SPECIFICATIONS. 'SEASON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) 3 RAFTERS OR TRUSSES SPACED UP TO 16"O.0 8d 10d 6"EDGE/6"FIELD QC� CL � a GABLE ENDWALL RAKE OR RAKE TRUSS W/O 8d 10d 6" EDGE/6"FIELD NAILING & STRAPPING AT NOTE: uj GABLE OVERHANG ALL STRAPPING TO BE 1 V4'X20 GAUGE STEEL OR uj GABLE ENDWALL RAKE OR RAKE TRUSS W/ 8d 10d 6"EDGE/6"FIELD ' EXTERIOR WINDOW / DOOR HEADERS 'SIMPSOPr EQUIVALENT - CS20 (COILED STRAP) FIRST & SECOND FL. STRUCTURAL OUTLOOKERS SHOE PL. (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.) GABLE ENDWALL RAKE OR RAKE TRUSS W 8d 10d 4°EDGE/4"FIELD AT STUD TO FLOOR ASSEMBLY 5U8FLR (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR PEW ADDITIONS) °� ° `t �t LOOKOUT BLOCKS TO SILL PLATE CONNECTION RIM JOIST r r BLOCKING 2 BAYS � y Z FLOOR NAILING SCHEDULE B . (WOOD FRAME CONSTRUCTION MANUAL) 5 4 FOR STRAP - (4) SD COMMON NAILS JOIST BACK ® 48' o.o M U S • ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS v ° U CEILING SHEATHING AT EACH END OF STRAP -- � � � o 0 W WRAP STRAPPING UNDER SLL PLATE SILL PIL r--• 8 ' Q . Notation EXCEPTDPk a� -�' � GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10"FIELD Rough A B C D E F •. WHEN AN ATTIC FLOOR OR GEEING DIAPHRAGM IS USED TO BRACE THE GABLE •: :'•°, ' Opening ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. �¢ V o WALL SHEATHING .:: ., q k .. 2, 0" 2 (1) 2x4 1 1 1 1 1 6 F o W N STRUCTURAL PANELS 8d 10d 6" EDGE I 12"FIELD � .. •. a:.. 4-0 4 (1) 2x4 2 2 2 2 NAIL SPACING FOR SHEATHING (C� PRESSURE ZONES A ZONE 1 ZONE 2 ZONE 3 ZONE 4 -� (— FIBERBOARD PANELSD co 6'-0" 6 (2) 2x4 or tU 2x6 3 3 3 3Tr__ 41, 11 GA ROOFING NAIL lid 3"EDGE!6"FIELD 8'-0" 8 (2) 2x4 or (� 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. " 11 GA ROOFING NAIL 8d 3"EDGE/6"FIELD 10'-0" 10 (2) 2x6 4 4 4 4 PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. U GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10" FIELDB 12'-0" 12 (2) 2x6 5 5 1 5 5 C E HARDBOARD 8d 8d 6"EDGE/12"FIELD AT STUD TO FLOOR ASSEMBLY ' Notations : PARTICLEBOARD PANELS 8d 8d 6" EDGE/ 12"FIELD TO SILL PLATE CONNECTION SP4 D A (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF $D NAILS AT EACH END OF STRAPPINGS 01(D 0 0 (D 03 3 ® 3 O�y� yjA DIAGONAL BOARD SHEATHING FOR STRAP - (4) 8D COMMON NAILS B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) D 1"x6"or 1"x8" 2-8d 2-1Od PER SUPPORT AT EACH END OF STRAP ' •' ••. ••'�° '' •, ..� � ''• ' • C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF I-IEADERA 1 O � WRAP STRAPPING UDDER SLL PLATE F 1"x10"or WIDER 3-8d 3-10d PER SUPPORT - . .,r: °'' D. NUMBER OF 16D NAILS END-NALED THROUGH ADJACENT KING STUD TO END •; OF HEADER AT EACH SDE A A. FLOOR SHEATHING _ E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) ® O O O 0 ® ® O (D Q 0 ® 9A oss27g STRUCTURAL PANELS F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO SOF N 1"OR LESS 8d 10d 6" EDGE/ 12"FIELD END VIEW SECTION END OF SILLS) AT EACH SDE (DOES NOT APPLY TO DOORS) GREATER THAN 1" 10d 16d 6"EDGE/6" FIELD 0 1 (Required for all New Construction 1 O 1 THIS CERTIFIES THAT THESE PLAN WERE and/or New Additions) O 2 O PREPARED UNDER MY DIRECTION AND DIAGONAL BOARD SHEATHING SPLICING OF TOP PLATE 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT TYPICAL EXTERIOR WALL CONST. MY SUPERVISION BELIEF ANDAND TO THE BEST SI NA SEE FLOOR PLANS ¢ (DOO O 0 c� 3 ® 3 KNOWLEDGE. WITH PROFESSIONAL S L 1"x10"or WIDER 3-8d 3-10d PER SUPPORT �- TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 3/4' SUB FLOOR GLUED & NAILED GABLE ROOFS �A4 HIP ROOFS PROVISIONS OF THE NEW YORK STATE 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL BLOCKING 2x FL. JTS SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE: AND NEW PREVENTION BUILDING CODE EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER INSUL. AS PER PLANS NAI FEET Q ALL CASES AND THE NEW YORK STATE ENERGY NAILING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST. CONSERVATION CONSTRUCTION CODE. SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR STRAPPING: SPACING G BASED ON V2' SHEATHING & 8D COMMON NAILS ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. (4)8D COMMON NAILS o EA. END • RATIO LIMITS = H/L S 3 V2 Building Minimum 1,2 Building Minimum 12 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS OF STRAP (BY SIMPSM Dimension(ft.) Splice Length(ft.) Dimension (ft.) Splice Length(ft.) DRAWING PLYWOOD NOT SHOWN SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. — • TABLE R3�1.2.1.2 • JOIST HANGER BY SIM'SON 12-0" 3'-0 ' ' 12'-0" Z-0' FOR CLARITY WIND-BORNE DEBRIS PROTECTION FASTENING 16'-0" 4'-0' 16'-0" 3'-0' SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d SOFFIT MATERIAL AS PER ELEVATIONS SOLD BLOCKING SEAMS 20-0" 5'-0' 20-0" 4'-0' STRAPPING: FASTENER SPACING(4)10D COMMON NAILS 0 EA. END OF STRAP --- — 24'-0" 6'-0' 24'-0" 4'-0' 2x4 Continuous OR H8 CONNECTOR (BY SIMPSON) 4 FOOT 6 FOOT 28'-0" 7'-0' 28'-0" 5'-0' FASTENER TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN <4 FOOT <6 FOOT <8 FOOT lateral brace at 6' o.c. Truss or Ceiling Joist TYPICAL EXTERIOR WALL CONST. PLYWOOD SHEATHING 32'-0" 8'-0' 32'-0" 6'-0' PROJECT: GSEE FLOOR PLANS 2-10d Nails (SEE NAILING SHIEDULE) 36'-0" 9'-0' 36'-0" T-0• 2�2"#6 „ " " Gable End Trus t 40'-0" tt-0' 40'-0" 8'-0' WOOD SCREWS 16 12 g Roberts Premier CANTILEVER DETAIL (TYP 50'-0" 13'-0' 60'-0" V-01 2-y2'#816" 16" 12" 10-8 D eV e I o p e m e n t L L C d Nails I s TYPICAL EXTERIOR WALL CONST. HOLD DOWN SEE 60'-0" 16'-0' 60'-0" 7_0• WOOD SCREWS SEE FLOOR PLANS DETAILS THIS SHEET 350 Jockey Creek Dr (9)10[) COMMON NAILS 0 EA. 70'-O" 19'_°' 7O'-O" 14'-0' FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm,1 POUND=0.454 kg, END OF STRAP BY SEASON) OVERLAP NEW SHEATHING OVER 1 MILE PER HOUR=1.609 km/h. Southold, NY 11971 I C EXISTING STRUCTURE HI OVER 80'-0" 22'-°1 801-011 ,-°• A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS ANDA 33-FOOT MEAN ROOF HEIGHT. 5d Cooler Nails at 10"O.C. � TO Plate B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD S';TRUCTURAL PANEL, NEW 2ND FLOOR N PROVIDE STRAPPING AS PER DETAILS C.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. THIS SHR. Splice Length D.WHERE SCREWS ARE ATTACHED TO MASONRYISTUCCO,THEY SHALL BE ATTACHED DATE 319120 2"x41"Block nailed to each p UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWEL brace with 4-10d nails w d CAPACITY OF490POUNDS. PROJECT NO. 19/034-Roberts Gypsum Board 1�ATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE 1, Tabulated spice lengths assurne top plate-to-top plate WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF T "(11.1rmm)AND A MAXIMUM SPAN 20 Gage Strap w CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. g TR Es DRAWN BY MS 5dl Cooler Nails at 7"O.C. 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. le n lengths. t e n spaci nets per foot. For shorter splice OF 8 FEET(2438 mm).PANELS SHALL T PRECUT TO COVER THE GLAZED OPENINGS WITH lengths, the nail spacingshal be reduced in order to ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH CHECK BY. MS 10-8d Nails 4 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATHL TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS N REMOVE EXISTING SHEATHING 2'-0 provide an egU1V81ent rlUnlber Of nalS. DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF NEW YORK EXISTING FIRST FLOOR BELOW NEW 2ND STORY 2. Tabulated spice lengths assume a mean roof height of Endwail Studs CONSTRUCTION STATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING DWG NO. S H EARWALL SEG. DETAIL (TYP) tabulated values shat bepemitted to be multiplied by 0.$0. CEILING BRACING GABLE ENDWALL LOAD PATH/ FRAMING DETAIL N-01 SCALE SHT. NO. AS NOTED ISSUED FOR: DATE DESCRIPTION xxxxx DOB SUBMISSION 3/12/20 DOB SUBMISSION NTT-V, It,SULATLC AL_ E{_70`I!"'I KIJ;Ii SHNGE? };T I�t'� 4 F C ,� f '�wILATFB ?A-1L ` F C="CH RAFTER ME INVINVIOrH §1 �- r 21 LEDGER ON TCS (1- n'' M EARRIER r, ''' ` ; .�` 1 •` . `` w _ _ ,t'ffaD �I�i�TI-IPJ .�-�.._ �, � ``�• , ��,��y�.� `�i;'� ... �i _ k° � r '•�'� -•q f''�~ "�r� �i�J��Yf*alfiyF�h�llh0' � s-� ^,�y�,� '-,,p 1- +.r�." r� �•,,._�-.,n� +,`•Yi.r '+1151'. ` �. �. .E .. , I •�• I p 1-_^ti ! �_- � � !,� V ��A ' - is � �,r- �r 1 r �-' / � *F,ti•..'.. ��','..t•. �Ef��r�r4 Y"""°_„ ,� ry�-r•~ J m � a .. I.I DHEA.-HIP;TEFJ°�,CF MC TO REVISIONS +1'OF lks lj— I ».M t -1Y"S-S i9 ��+ r{' '`Ir y—"-�• q $ 't - j bul[m t't i �i �� -1'171�!4.1�"TIC« �° �� II! +,,-'' �4� ,1 �m�� d":tltlLl •M :�" 'i.; J / '"d"'- NO. DATE DESCRIPTION ° '� �� "°rel �.r..I:^^.�"" :'"E.::-.-'-";•_"P:,�..• ,��,...•-°'w-C;Y,'.—t,.",.-(:i".:t:::- rr. Y !, �. ..... .`..,._, 1. _ . ' 0 a7Y4 MCKNG �F 4frii;�t53 ; I I [�; a t u�I � 4.'1 T . AITH�1 '41LiCl4Jl�rGi'iJ — �!{Ir .r v s .,, TRII!.ASFEMIFEJ ;IPJI3H 2M R SIGN IHHU SIAIKVA°f RC 110 1iRU VIAtL W `; ATTIC ACCESS DETAIL PORCH ROOF DETAIL STAIRWAY DETAIL PICTURE FRAME AIR SEAL SAMPLE PHOTO `�--�'- C1-)!4– aU0US BEI•' {IF%1 _MT — ELECTRC*X'Po RE -- TOP PL��f e r Q 7- ROCF FILE Pr.WiB',ftiG:'PE 4 00_z B o II I—`aMifyFLODF�T � V1C�'KIM) SEANE P� .G �. ;6 W�I Ytt:l ' n' - — > 10 rye.'( I�T r o0 4 v1 Ir tl��T:E.f.G E_� MALI..Ll I �� E r QI �+(`OP'l I I _ r'� "ti 1 ! ! =`""`.--�-11�}�I I.a�,O�rIS B 0:BEAMT Ilj� B�'Ih'I":fiCt�ER b PLL STUD - - - } �faG0�,5 BES g INTEROR GYPSUM 0,kLP0,",RD sFar� �- ' o ►tI IaAR%RIP� � x i�-r� �P .-"� � � 0Ar 36278 QQ It r IIti FLOOR VENT DETAIL WIRING DETAIL PIPE DETAIL FLOOR DETAIL �,^ =�— ' a tea I I'-3-5 EK THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT COMPLY WITH THE LATEST FFQ:"I C P 1!' r E7r' %r.'Ck L`�!l PROVISIONS OF THE NEW YORK STATE ..�'r���E'.�t�:r.�liT I S"" '�;q °�,T$""I',Tli I UNIFORM FIRE PREVENTION, BUIEDING CODE F D7 1-e.+ V 1?_�_W !!ti: 7', AND THE NEW YORK STATE ENERGY 0°'reilut�J�@. gi p: CONSERVATION CONSTRUCTION CODE. IP'STU1'N') 11SLATIDJ U T�7FITBE7i° NT'1 I _ - DRAWING INSULATION EP MR AIR SEALING _ i ,,r y DETAILS 1f� T�'Pa �...rr r_ ��>';T�. r�JE ,-�� � .,..���.�,.� FIB LEN GIF H UF P. ti v" Ir M , Fit^ ^ RISLL.RV of } i I"� Mf �.d r �i�i��� �e� . Ir'LLCF0E?I r.ul: M�f�"til�)F�e{T1�'F(} F'E fi C �.t�'TI- Fl;4l '_ ,. I STv°111!9'a.L Jr C lVtL"IlI0: � ' a i!E�T_Bn1F�apnJE j� f. I� �i+,�_ $ y � PROJECT: ' Tf• .s r IfGTKLI"11CI ,.-- �I ��.1 11 a � �.. Roberts Premier Ti-.,•FFCI�iLE E��'�. ,AT i'C 1T?Jw� -' � . rr�!" ti' it°�s ,,,P-- r ,•, •X_, IP��U.t��"��a'�'p II���'�LYTO ,'�'�, -"�'` to �.�..�' �*�� .���.� ry 1110 �ell, - .. _, ��� Development LLC i CC� JE4T�� L�L�f1 54r, ,,±� ,e �+ - '"d I•, I� d'r `1 1 I i °_ �•' � .�5'�1 °° `s + pl Ili tial � _ d'� �. r,+ � +,,(� �. ,,�^1'�+1'`^+r'�f ;•:�` � t � ' t rr , .j � 4` _ �° i J 6 ' d ! u s 7IJ U /?" r' :. �'� ° It l I, J 1 4 I r r..: I.I_`.B T. 1 r _ ; a . °H�' °� - 350 Jockey Creek Dr we i I, a i li II _� "- ! I !I t� 6 I. (f d J' �• '�' ! :.pF .� II re �, d .ilt .,�j' + i b , 9. " rg ^ I a, , 1101 , �, _ . _ _.-_.......-... _-_.f „ — _.__..... l! ( I I{ Ii r { I 7!a^ r a f iJ r i fl *3. IN)"U.001 � i r° Southold NY 11971 C 11.''tL' J i 1 d ° _ s r cr r y ( I I I I I II a-� 1/ I, I I ,'1 6 a4� Tm„' �4, +� , DATE 319120 I . i . �� •��� I r dd rl '-,,.,• °-•: ,. -� �. �f iI 1 �� I ! I� I' ...y"J��.._ -ry! r d �vl� � r' +� • Y i - � I i rl. fi} � _� ;t— ^.I• ___:� �, X f,. ,�°• �° ,�}=''S ._s PROJECT N0. 19!034-Roberts DRAWN BY MS 17 De)A "tIf, FOAM SZA- MT 1.T F•T�f :TER _ - l��._ _._ .,ter Nuoj' SHAT � `- •ti 1 HECK BY-- MS 1:i •:e-<' V �'1 3 a.' ►e M tiR. �.y .s". �. • �^ ! CF EA1fiM eo�InraLlc� s a D �F 111111 P.1113 1=3 I T'LyJ :�. Lll•`YtwAIL Giula '.E `��' DWG N0. �++ , , 4L Pk F I51{?..r I �JuL d Iik,, F- ` {pp , r�., .E ,C � JUL 2020 T(I Lg:D -02 SCALE SHT, NO. SHOWER DETAIL TUB DETAIL ROOF DETAIL WALL DETAIL AS NOTED ISSUED FOR: When sheathing thickness exceeds 7/", When sheathing thickness exceeds 8", ALLOWABLE HOLES - TJ 1® Joists DATE DESCRIPTION JOIST DETAILS trim sheathing tongue at rim board 2x_stud wall at trim sheathing tongue at rim board Load bearingor shear wail above 16"on-center INTERMEDIATE BEARING Plate nail-16d(3Y")box at (must stack over wall below) NO LOAD BEARING WALL ABOVE XXXXX DOB SUBMISSION Plate nail-16d(3Y2")box at Min.distance from Table A Min.distance from Table B 1UNKE 16"on-center* 12"on-center Web stiffeners required Load from above No field cut Do not cut holes larger 1Yz"hole may be cut Floor panel nail-8d(A") Blocking panel each side at 63W holes In than 1/ In cantilever anywhere in web out- 3�I Z�ZO DOB SUBMISSION Blocking common at 6"on-center* Floor panel nail-8d(2Yz") Blocking panels may be required hatched side of hatched zone DO NOT common at 6"on-center with shear walls above or below zones cut or notch flange. C panel ex4 minimum Ys 1Ya"iLevel TM or 1Y4"TimberStrand@ squash blocks (See detail 61} g"" ❑ O ❑ 6" LSL rim board* 1Xa"TimberStrand@ L, 2 x D, D, L 2 x L D LSL rim board* 12" B1 61W Y8 6 (applies tminimu holes minimum 6" 6" Toe nail-10d(3"}box min. Toe nail-10d(3")box O except knockouts) at 6"on-center DO NOT at 6"on-center* 2x4 minimum Table A - End Support cut holes In cantilever Boundary nailing- Web stiffeners Minimum distance from edge of hole to inside face of nearest end support reinforcement. " squash blocks 8d(2Y)common at Install proper blocking to required each side at TJI®rim joist *Conventional construction code * support all panel edges 61 W and 132W DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 4 on-center minimum for use with A3 only. See Use 2x4 minimum squash blocks t0 2" 3" 4" 5" 6X" 7" 8X" 11" 13" 2" 3" 4" 5" 6Y2" 7" 8'A-1 11" 13" Al A2 Must have i%"minimum joist A3 A3.1 A3.2 A3.3 iLevel Framer's Pocket Guide for A3.4 *See iLevel Framer's Pocket Guide for B2 B2W B3 B3W CS transfer load around TJio foist 110 1'-0^ 1'-6" 7-0" z'-s" 6-0" t'-o" 1'-6" 2'-6" 3'-6" a'-s" O -6 bearing at ends O O O O A3.9-A3.3 Installation specifications. additional installation specifications. O M Y' 230 210 1,-0" 1'•6" 2-0" 3,_0" -6" 1'•0" 2._0" 2•_6" 4'•0" 5•_0" 1'-0" 2'-0" 7-6" 3'-6" 5 6' " 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 1y"iLevel"""or 1X4"TimberStrand® 360 1'-6" 2'-0" 3'-0" 4'-0" 6'•0" 1'•6" 2'-6" T-6" 5'4" 5'-6- LSL rim board. Nail to blocking Attach reinforcement to 110 1'-0" 1'-0' V-O* V-Cr " 5'-0" 1'-0" 11-0" 1'-6" -6" 4'-6" 4'-6" 6-0" ® 7 joist with one 8d(2Y2') 210 1'-0" 1•-0" 1'-0" 1'-6" 2'•6" T-0" 5'-6" 1'-0" 1'-0" 2'-0" T-O" T-0" 5•-6" 6'-6" 7 7 6'-0"length of TJI joist 8"diameter maximum hole for 11/B'- with connections equivalent common nail at each 11%" 230 11.0" r-o" r-D' 2'-0" T-0" T-6" 6'-0" r-o° r-0' 2'-0" T-0" 5'-6" 5'-6" r-0" Web stiffeners 8"diameter maximum hole for 11/"- 4'-0"length of 8"diameter maximum hole for 11/"- reinforcement and filler 16"deep blocking panels;6"diameter to decking schedule. Nail through 2x_,wood backer and required each 16"deep blocking panels;6"diameter %"reinforcement on 16"deep blocking panels;6"diameter corner Blocking 380 1' 1'-0" 1'-6" 2'-6" 4'- " '-0" 7'-0" 1'•0" 1'-" 2'-6" 4'•0" 6'-6" 6'•6" T-6" side at E1W maximum for blockingpanels 9Y" one side at E2,both maximum for blocking panels 9Yz" block.Use 4'-0 length maximum for blocking panels 9Yz"deep TM panel TJI joist web with 2 rows 10d 5so 1'-0^ 1'-0" 1'-s" a'-o" 5'•a' s'•s^ s•-o^ 1'-a' r•o^ •-s" 5'-0" r-o" •s^ '•o" P g P 7 s or shorter than 12"Ion A"iLevel or 1Y"TimberStrand® Blocking panel between each 3 common nails at 6" 110 1'-0" 1'•0" 1"-0" 1•-0" 1'-0" 1'-0^ 2'-6" 5'-0' 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 4'-0' 6'-0' 8'.0- deep or shorter than 12"long. sides at E3 deep or shorter than 12"long. with 9Y"and 11/"TJI 9 Attach reinforcement to ( ) Do not cut flanges. LSL rim board on-center,Cinched.Use 210 1'•0" 1'-0° 1"-0^ 1'-0" 1'-a' 1'-s^ 3'-0" s'-a' 1'-tr' 1'-0^ 1'-0" 2'-0" a•-o^ a'-s" s'-s" s'-s^ joists. joist with one 8d(2Yz") joist.Nail to to late with 16d 3 nails with 1a" 230 1'-0" 1'-0" 1'-0^ o^ 1'-s" 2'-0^ 3'6' s's" 1'-0° 1'-0^ 1-0° 2'-0" a'-o" 5"-0^ 7'-0" s'-D^ Do not cut flanges. Do not cut flanges. common nail at each connections equivalent to ( y") REVISIONS corner 3Y2"TJI®joist 360 1'-0" 1'-0" 1'-0" '-o" T-6" 3"-0" 5'-6" 8'-0" 1'-0" 1'-0" l'-0" 2'-6" 5'-6" 6'-6" 6.0" g'-6" 1Y"iLevel TM or 1Y"TimberStrand® decking schedule. flange widths. 560 1'-0" 1'-0• 1'-0" t•-0" 2'-6" 3'-C" 6'-0" g'-o 1'•0" 1'-0^ 1•-6" 3'-6" 6'-6" 7'-0" 9'-0' 10'-0- LSL rim board 12"length of ' 210 r-o" 1'-01 r-0" i1-0" 11•0" r-o" r-6" T-6" 6'-0' r-o" 1•-o' r-0" r-0° 2'-6- 3-s° s's" s o" 10-s° NO. DATE DESCRIPTION 1Y"iLevel""or 1Y"TimberStrand® g 3/4 12"length of * 1s" 230 r-0^ r-0° r-o" r-o" r-o" r-o^ r-o" a'-0^ s-6" r-o^ r-o^ r-0" 1'.0" 3'-D" 3'-6' T-0" g'-o" 1r-0" reinforcement on 9 3/a" F1 applies to LSL rim board Pp 360 1'0 1'•0" 1'-0" 1'-0" 1•-0" T-0" 4•-0" T-0" g'-0" 10•-0" 11,_6„ one side at E5, reinforcement on uniformly 660 1'-0" 1'•0" 1'-o" 1'0" 1'-0" 1'-0" 3'-0^ s'-s° 10-0^ 1'•0" 1'0^ 1'-0" 1'•6" 5'-0" 6'-0" 10'-0" 11'-0" 12'.0" Attach reinforcement to both sides at E6 one side at E7, loadedjoists - - - Attach reinforcement joist web with 3 rows 10d both sides at E8 j 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" B" 10" 12" 15" 17"4�1 1XV iLevel TM or 1Y4"TimoerStrand® (3")common nails at 6" WOOd O* J� Only. 18 360 1'-0" 1'-0" t'-0" 1'-0" 1'-0" 2'-0" 5'-0 10'•0" 1'-0" 1'-0" 1'0" 3'-0" 5'-0" 10-0' 11'-0" 13'-6" LSL rim board to joist with 8d(2y") e� ��� 560 r•0" r-o" r-o" 1•-0" r-o" i'-o- s-o" 11'-0" r-0" r-0" r-s" 4'-0" s'-s• 1r o• 1z'-0' 1a'•s" • on-center,clinched.Use 2 p common nails at 6"on- • no a 6, O� 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 7-0" 10'-B" 1'-0" 1'-0" 1'-0" 1'-0" 2'6" B'-0" 11'6" 14'-0" center.When reinforcing ? rows with 9y2"and 11%6" ea � ds zo^ Face grain a� � TJI®joists. Less than 5" Less than 5" 2�� pec c �oa 560 1'-0" 1••0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 7'-0" t1'-0^ 1'•0" 1'-0^ 1'-0" 1'-0" a'-o^ g-s^ 1z'-s' 1a'-s" 1s'-s" horizontal both sides,stagger Halls. �`la�u�e ��40` Table B - Intermediate or Cantilever Support Not for use with 3/2 TJI joist flange widths E5 E6 `J Minimum distance from edge of hole to Inside face ofnearestIntermediate or cantilever support E1 E1W E2 E3 E4 1 " O O DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" 5" tly' 1 7•• 8X" 11" 13" 2" 3" 4" 5" I eYz" 7" 8X" 11" 13° Option#1: WEB STIFFENER ATTACHMENT 110 r-6' r-6' T-0" 4'-0" T•6' 1'-6" 7-6" 3•-6" 6-6" 6'-6" EXTERIOR DECK ATTACHMENT 210 7-0" 2'-6" T-s' 4'-6" 7'-6" 2'.0" T.0" 4'-0• 6-0" r-o" Filler block:Attach with ten 10d(3")box Structural exterior sheathing Apply subfloor TJI®Joist blocking with end Gap: sY" 230 2'-s" T-0" a'-o" 5'-0" 8'.0" 2'•6" 3'-0" 4'-6" 6'-6" r-6- nails,clinched.Use ten 16d(3y")box adhesive to all blocks installed at Y3 joist-span / X8'minimum 360 X-0" 4'-0" 5'-6" 6'-6" 9'.0" 3'-0" 4'-6" 5'-6" T-6" 8'-0" nails from each side with 3y"TJl�joist contact surfaces locations using 1 » 23/"maximum 110 1'-0' l'-0" 1'-6" 2'-6" 4'-0" 4" '•o' 1'-0" 1'-6" 2'-6" a' " 6'-6" 7'-0" .17 Flashing two 8d(2)z") 210 T-0" 1'-0" 7-0" 3'-0" 4'-6" 5'-0" W-o" 1'.0" 2'-0" 3'-0" 4'-6" 7'-6" 8'•0" 10'-0" flange widths. Use fifteen nails with TJI® 2P box nails or Three 8d(2Y2")box nails,clinched itX•• 230 r-0" 2'-0" 2••6" T-6" 5'-0' s-6^ 9'-6° T-0" 2•-6' 3•-6" v-o" 6•-0• 8'-6-110'-0'Web stiffeners required if Bearing plate: Three 16d(3y2")box nails at 3 "TJI 360 z'-a T-0" a'-0" 5•-6" r-0" 7'-6" 11'-0" 2'-0" 3•-6" 5'-0" T-O" g'-6^ 9'-6-111'-0' joist depths greater than 16". Backer block:install tight sides of hanger do not Flush plate with inside Treated 2x_ o\S�sP 2Y2"screws, ( ( Xz) Yz 3 to top flange(tight to face of wall or beam ledger 31 ay typical joist flange widths 560 r-6" T-0" 4'-6" 5•-6" 6'-0" s'-s" 17-0" 3'•a' 4'-6" T-O" 8'-0" 10'-6" 1 V-0" 12'-0° laterally support at least/8' bottom flange with face g fi tYP 110 r-0" l'-O" r-0" r-0" 2'-0" 2'-6" 4-6' 8'.0" V-D" r•0" r-0' 2'-6" 5'-0" 6'-0• 9'-0' 12'-0- of TJl1Djoist top flange 210 l'-0' 1'-0' T-0" 1'-0" 2'•6" T-0' 5.0" g'-o' l'-0" 1•-0• r•0" 3'- " 6'-0" T-0" 10'-0` 12'-6' mount hangers).Attach A"iLeveiTM or 1Y4" 1 " Web stiffener each side. • with ten 10d(3")box See fastener Yz 14'• 230 r-o" 1'-0' r-o° 2'-0" 3'-0" 3•-6" 5'-s" 10'-0" r-o" r-o^ r•s" a'-o° s•-o" r-s" 10'-s" 13•-0" nails,clinched when table below.Maintain TimberStrand® Option#2: See sizes below. 360 1•-0" 1"-0" '-0" T-6" 5'-6" 6'-0" 8"-6" 12'-6" 1'-0" 2'-0" 4'-0" F-6" 9'-0" 10'-0" 17.0" 14'-0" ;, 2"distance minimum from LSL rim board 560 1'-0" 1'•0" 1'6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-tY' 3'-0" 5'-0" T•0" 10'-0" 11'-0" 13'-6" 15'-0" To flan a ossible. (minimum) 2x_strapping installed at X3 Tight fit P 9 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'•0" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 5'-6" 9'-6" 12'-6" 15'-6" P g edge of ledger to fastener. joist-span locations using two 2 230 1'-0" 1'•0" 1'-0" 1'-0" 1'•6" 2'-0" 4'-0" 6'-6" 10'-6" 1'-0" 1'-0" 1'•0" 2'-6" 5'-0" 6'-0" 10'•8" 13'_0" 16•_0" hanger Backer block Allowable Load I Factored Resistance(lbs y"screws per joist,typical W Web Stiffener Size W Web Stiffener Size 16" 360 1•-0" 1'-0" V-0" 1•-0" T-O" 4'-0" 6'•6" 10'•0" 13•-6" 1'-0" t'-0" 2•-o" 4'•0" T-6" 8'-6" 13'.0- F 3'-0" both sides of web Fastener 1Y4"TimberStrand® Y8"iLevel TM rim board Option#3: 560 1•-0' 1'•0" v-0" ---- 2'•6" Face mount ,y2" y2'x 2�6"minimum 2%6" %a"x 2%s"minimum han er with single TJI® L rimr directly applied ceiling a" 5" s' 7^ s" 10" 12" 15" 17" a' 5" 6" 7" s• 10' 12" 15 1r g joist "lag bolt 400/630 N.A./N.A. �1� 1�4" %"x 25/6"minimum ZI2' 1"x 2%6"minimum 360 1'-0" 1'•0" 1'-0" 1'-6" 3'- " V-0" 9'-0" 15'•0" 1'-0" 1'-6" 4'-0" 6'-6" 9'-0" • lag bolt 475/750 400/575* When specified on the layout, one 1s" r 560 1'-0" 1'•0" 1'-0` 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'•0" X-6-16'-0" 6'-6" 11'-6" With top flange hangers,backer block required This factored resistance is with a gap between the rim board and deck ledger 3 "x 2�6"minimum 3 2x4 G Of the three bracing options ZYs /4 Y" 360 1•-0" T-0" 1•-0" V-0' 1'•0" T-0" 6'-0" 11'•0" 15'-6" 0 1-0 1 6 4•0 T-0 12-6 16-6 19-0 21-0 H2 only for downward loads exceeding 250 lbs or for H3 O • Allowable load determined in accordance with AC 124. shown must be installed 20" 560 11-0' 1'-0" 11-01 1•-0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 1 T-6' 19'-6" 20'-6° d uplift conditions. • Corrosion-resistant fasteners required for wet-service applications. Rectangular holes based on measurement of longest side. F- • Holes may be located vertically anywhere within the web.Leave Ya"of web(minimum)at top and bottom of hole, i;, • Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. IW-_ FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located O U BEAM and COLUMN DETAILS Closest On-Center Spacing per Row TJI®Joists 110 210 230 or 360 560 100C or 300G 400C '� r- at the center of the joist span provided no other holes occur in the Joist. o 0, o Q Nail Size TJI® Rim Board TimberStrand®LSL Microllame Parallam® Depth or " 9Yz"or 14"or 9Yi'•or 14"or 18"or 1 14"or 18"or 9,v2"or 14"or 9Yz'or 14"or • Distances are based on the maximum uniform loads shown in current iLevel product guides.For other load conditions or hole p T 14 � .. r „ 11/a" r „ T „ P 9 iyz"orwlder LVL PSL 11/e" 11/a 16" 11/s 16" 20" 16" 20" 11/e 16" 11/a 16" Configurations contact your iLevel representative. �, 3 O 110&210 230,360,560 1Y8•' 1Y4" Filler Block* 2x6+�a" 2x8-Ya" 2x6+Y2" 2x8+Y2" 2x12+y2' Two Two Two 2x6+ 2x8+Ys BEARING FOR DOOR BEAM TO BEAM BEARING AT 8d(2Yz")box 2}z" 2" 6" 4" (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing sheathing (2)2x6 (2)2x8 M QQ BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL " c 0 8d(2Y2")common 3y2 2" 6" 4" 3" 3" 3" Cantilever 2x6 2x10 2x6+s/$" 2x10+�" 2x6+Y" 2x10+Yz° Not 2x6+y8' 2x10+�e," "-••• o � � 1Ya"iLevel"""or 1Y4"TimberStrand') Strap per code if top plate 10d 3"),12d{3Ya'")box 3" 2" 6" 4" Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing livable Not applicable sheathing sheathing N.A. N.A. w o J LSL rim board or blocking for lateral is not continuous over ( (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long app 4'-0"Tong 6'-0°long ALLOWABLE HOLES - Headers and Beams 9 w 10d(3"),12d(3Y4")common 4X" 3" 6" 4" 4" 4" 4" �"' 10 ,o,= Q support header Backer Block* 16d(3Yz')common N.A. 4" 16" 6" 6" 8" 6" (Detail F1 5/g"or%" X"or ya" 1"Net 2x6 2x8 2x12 V Net 2x6 2x8 1.55E TimberStrand® LSL Headers and Beams <v �' 0 . or H2 q ) h' 134,into the narrow edge. per Row Ga rb (1)Can be reduced[0 4"on-cancer with maximum nail penetration of r g Farthest On-Center Spacing p > rn 2 x diameter of the 2 x diameter of the If necessary,Increase filler and backer block height forface mount hangers.Maintain/s"gap at fop of joist;see detail W.Filler and backer ^� d O •Recommended nailing is 12"on-center in field and 6"on Center along panel edge.Nailing Maximum spacing of Waits is: block lengths should accomodate required nailing without splitting 12"minimum for backer docks and 24"minimum for filler blocks). Allowed hole zone ✓ requirements on engineered drawings supersede recommendations listed above. •For joist widths 1 re"or less: 18": 24"on- 4 g g( Y depth largest hole(minimum) largest hole(minimum) d r" ,� Top flange •Nailing rows must be offset at least X"and staggered. •For joist widths greater than 1 Y4"": 24"on center J 'E ON hanger *i • 14®a.staples may be substituted for 8d(2)r2")nails if minimum penetration of 1" into the tV f F rn W I g TJI joist or rim board is achieved. O O o H Protect untreated Face mount Y PPat hanger wood from direct canJoists must er d laterally be in by blocking Column contact with pantels,lhangers,or bearings attachment to L1 L2 L3 O See current iLevel literature L4 concrete a rim board or rim joist, d for framing connectors Safety bracing(1x4 8" HEADER PH MAXIMUM HOLE SIZE ND 8" O minimum)at Von-center(6' U Silent Floor®joist framing on-center for TJI@ Joists)and 94%9& 3" CONNECTION OF MULTIPLE PIECES does not require bridging or E1 extended to a braced end wall. t1Y, -11 W 3% General Notes 14"to 16" Fasten at each joist with 4%a" OF TOP-LOADED BEAMS M mid-span blocking two 8d(2y")nails minimum • Round holes only See illustration for allowed hole zone G -D A 1%"Width Pieces: (see WARNING). • No holes in headers or beams in plank orientation. O`G�V ���� 7 BEARING AT • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. COLUMN • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. H2 for 14"and deeper beams ELEVATED O Other iLevel TM Trus Joisto Headers and Beams Verifycolumn capacity BEAM ON COLUMN BASE COLUMN BASE DO NOT bevel cut Al Rim board joint p �' • If using 1?d(3Ya"}or larger nails,the number of foist O and beam bearing nailing rows may be reduced by one. COLUMN CAP F2 between joists Microtlam®LVL length.See current beyon inside face 1.3E TimberStrando and Parallam®PSL y depth iLevel literature. 3y2"Width Pieces' LSL hole zone hole zone 2 x diameter of the • A3 largest hole(minimum) .�A 06276 �OQ` • Minimum of 2 rows X2"bolts at Seat cuts must be DO NOT cut,notch or drill tCOF within wall. holes/n headers except as N 24"o.c.staggered d indicatedln illustrations 0 0 o and tables. 1 Load must be applied evenly across entire 't ~* ' `•` ''' ,:..•..r.•t,',, ,,: ;a,,.:;;,w. beam width,Otherwise,use connections for . ... •• TJCS 1Y6"I®rim joist iLevelTM or 1X4" Microllam® LVL and THIS CERTIFIES THAT THESE PLANS WERE side-loaded beams. TimberStrand® LSL PREPARED UNDER MY DIRECTION AND Optional L3 rim board Parallam PSL HEADER MAXIMUM ROUND Additional nailing or bolting maybe P1 P2 P3 non-shrink allowed hole zone DEPTH HOLE SIZE SUPERVISION AND TO THE BEST OF MY L5 O y, required AZ middle span 4Y8" 1"" KNOWLEDGE, BELIEF AND PROFESSIONAL with side-loaded multiple-member grout L6 q O O 5Yz" 1%" JUDGEMENT COMPLY WITH THE LATEST O beams. Refer to current product literature. L1 d 1.3E TimberStrand®LSL allowed hole zone d 7/4"to 20" 2" PROVISIONS OF THE NEW YORK STATE B1 H1 O UNIFORM FIRE PREVENTION, BULDNG CODE See illustration for Allowed Hole Zone AND THE NEW YORK STATE ENERGY TJIe JOISTNAILING REQUIREMENTS at BEARING B2 General Notes CONSERVATION CONSTRUCTION CODE. TJICD Joist to Bearing Plate Squash Blocks to TJI®Joist • Allowed hole zone suitable for uniformly loaded headers and beams only. -- 1Y"iLevel""or IX" (Load bearing wall above) L5 - ' g3 • Round holes only ;,, ,: D�AWING TimberStrando LSL rim • No holes in cantilevers. OISC. DETAILS board One o e ch box nail • No holes in headers or beams in lank orientation. .Hnto each flange p p One 8d(2y")bot: INSTALLATION TIPS O Butting joists Use B1 or B2 at � JUL 1 nail each side. 64 t Drive nails at an with blocking Intermediate bearings Subfloor adhesive will improve floor panels angle at least 1X2' performance,but ma not be re uired. with load bearing or WARNING - from end. y q shear wall from above 13/4"minimum bearing at Also see detail 62 . . End of joists Joists are unstable until braced laterally -----------�'-•'`-�- '_.� .___.. .._-. end support;3Y2"minimum •When joists are doubled at non-load bearing at centerline pp parallel partitions,space joists apart the width of Braced end wall- Bracingincludes: at intermediate support P P P J P of support Shear transfer.,Connections equivalent to the wall for plumbing or HVAC. see note 3 under • Blocking • Sheathing • Smit Lines Hangers • Rim Board • Rim Joist PROJECT: floor panel nailing schedule 0 H1 WARNING • Additional joist at plumbing drop(see detail). A Rim to TJI®Joist _ Roberts Premier a I%"iLeveiTm or 1X•' 3y"wide TJI®rim r TimberStrand®LSL joist: Toe nail with Developement LLC rim board or 13/4"wide TJI® 10d(3")box nails, ° rim joist:One 10d(3")box one each side of TJI@ floor L4 0 nail into each flange TJlojoist flange joist '' ••;! ° Exterior Deck m 350 Jockey Creek Dr LA 2 2 "wide TJI@ Shifted o Attachment DO NOT walk on joists DO NOT walk on joists DO NOT stack building Southold NY 11971 Ys - V1s Additional r " < , Structural until braced, that are lying flat. materials on unsheathed rim joist:Ore 16d(3,V) 3y"wide TJI@ joist joist ';: O sheathing INJURY MAY RESULT. y over box nail(ntc each flange rim joist Plumbing 1 •, g joists. Stack only 13/4"minimum bearing g j drop •• ° DO NOT use sawn beams or wails. DATE 3/9/20 Top view ° lumber for rim Locate rim board joint betweenjoists. •Squash blocks and blocking panels carry o board or blocking. WARNING NOTES: stacked vertical loads(details B1 and B2). ° Sawn lumber may proper g g PROJECT NO. 19/034-Roberts Packing out the web of a TJI®joist(with web Protect untreated wood ° shrink after Lack of ra er tints. Burin construction can result in serious BEAM ATTACHMENT at BEARING accidents.Observe the following guidelines: stiffeners)is not a substitute for squash blocks from direct contact with See ALLOWABLE installation. or blocking panels. concrete 1y"knockouts at ° H3 HOLES 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI ®joists must be completely installed and properly nailed. DRAWN BY MS approximately ® 2.Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. 1Y8"iLeveiTM or 1Y4" 12"on-Center a -.' 1M 4U13 J01T 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area and to each joist. CHECK BY. MS TimberStrando 4.Sheathing must be properly nailed to each TJI a joist before additional loads can be placed on the system. LSL rim board Silent F I o o r® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. DWG NO. Bearing plate t0 be 6.TJI®joist flanges must remain straight within 112"from true alignment. flush with inside face Drive nails at an See framing plan(if applicable) of wall or beam A Weyerhaeuser,Microliam®,Parallam®,Silent Floor®,TimberStrand®,TJI®and Trus Joist®are registered trademarks and One 10d(3")box nail each angle to minimize or iLevel-Framer's Pocket iLevel TM is a trademark of Weyerhaeuser. © 2006 Weyerhaeuser Company. All rights reserved. Printed in the USA. side of member at bearinE, splitting of plate Guide for minimum end and O 1X2"minimum from end intermediate bearing lengths. December 2006 Reorder TJ-4015 3 SCALE SHT. NO. AS NOTED ISSUED FOR: DIVISION 1 - taEPFRAL REQIHMENTS 1 Work performed shall comply with the followingE Lao Bolts' 2. All windows shall have iisulatng glass, or single glass with storm windows or equal Sloes indicated on plans are DATE DESCRIPTION Shall hu 1 Shae of structural gads steel normal only. Burled to consult with window manufacturer to determine exact sizes, rough opening etc At least one a. These general notes uriess otherwise noted an Pis s specifications. b. Buidng Code as specified on the arctitectural drawings. 2.Washers shall be placed under the head of lag bolts bearing on wood Length of lag bolts shall be minimum 2/3 window from each bedroom area shall have a net clear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft)with a net DOB SUBMISSION a Al applicabWbcal and state codes,ordinances and regulations. depth of members being bolted together. clear height of 24',a net clear opening width of 20',and a sl height of 44' or less above the flea for egress h areas where the drawings do not address medhodicaly, the contractor shal be bound to perform in strict F. Alterho Structural Members: XXXXX d 1 Pb structural member shah be txmitted,notched, cut, blocked out s relocated without prior approval by the purposes. Glazing n doors and faced glazed panels immediately adjacent to doors a within 18' of the flea, which may compliance with manufacturers specifications and/or recommendations. be subject to frequent and recurrent accidental human impact shall be tempered as per Residential Code of New York 2 Onat-site verificion of all dimensions anconditions nditions shag be the responsibiiy of the general contractor and Architect. Do not atter sizes of members noted without approval of Architect. State and boa] codes and ordinances. 3 �2�20 DOB SUBMISSION his subcontractors G. Bu1t-w Bee►r &Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 1 Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: consult Architect in case of question. a. Members 9-V4' and less in depth glue and Internal w/2 rows 16D malls at 12' oc. staggered DIVISION 9 - FINISHES 4. The general notes and typical details apply throughout the job mess otherovise noted or shown b.Members greater than 9-1/4'in depth or multiple 3 x members through bolt with V2'diameter machine bolts at A. General 5, Discrepancies: The contractor shall compare and coordinate all drawings. when in the opiion of the 24'o.a staggered 1 AN gypsum wallboard shall be installed in accordance with the provisions of the Residential Code of New York State and contractor, a discrepancy exists he shall promptly notify the Architect, in writhg, before proceeding with the Ht Curtin of Beams. Joist and Rafters: local codes and ordinances (as applicable). work or he shall be responsible for the same and any hoirect results of his action 1 Cutting of wood beams, joists and rafters shal be Imited to cuts and bored holes not deeper than V6 the depth of 2.Gypsum wallboard shall not be installed inti weather protection for the installation is provided Storage should be in 6. Omissions: Architectural drawings and specificatb ns shall be considered as part of the conditions for theaccordance with manufacturer's instructions. the member and shall not be boated h the middle of V3 of the span Notch depth of the enol$ at the member shag not work. In the event that certain features of the construction are not fully shown on the drawings, current3. All edges and ends of gypsum wallboard shag occur on the framing members except :hose edges which are exceed V4 the depth of the member. Holes heed or out into gist shall not be closer than 2 itches to tthe tip or bottom national,state and local codes,ordinances,regulations or agreements as well as arrant acceptable building of the joists and the diameter of the hole shall not exceed V3 the depth of the joist The tension side of beams,joists perpendicular to the framing members. All edges of gypsum wallboard steal be in moderate contact except in concealed practices shag goverr% and their construction shag be of the same character as for similar conditions that are and rafters of 4 inches or greater nominal thickness shal not be notched,except at ends of member& spaces where fie resistive construction is not required shown or noted I:Pipes in Stud bearna Nails a Shear Ness 4. The sizes and spacing of fasteners shall comply with the Residential Coe of NYS and local codes and ordinances (as 7. The Architect will not be responsible fa and will not have control over construction means,methods, applicable). 1 Notches or bored holes to studs of bearing walls a partitions shat not be more than V3 the depth of the stud tecriques, sequences or procedures,or for safety precautions and programs in connection with the work, and J. Bridona and Blocking S.Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. will not be responsible for the failure of the Client cr tis contractors,subcontractors, or anyone performing 1 There shat be not less than one Ire of bridging in every eight feet of span in floor,attic and roof framing. The 6.Fre-resistive construction: Garage ceilings and wells when adjacent to a dwelling unit shall be of rated construction any of the work,to carry out the work in accordance with the approved contract documents. bridging shag consist of not less than one by tires inch Amber double naiad at each end or of equivalent metal according to the lL Design specified on the drawings when nits are designed under NYS standards as indicated on the 8. Any and all drawings and specifications for sitework,pkrrnbing supply or waste, electrical circuitry, and bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not drawhgs (5/B' type X wags and ceilings) heating,ventilating, fabricated trusses,and ori conditioning systems are not a part of the professional services exceed twelve inches nominal Block sold at aN bearing supports where adequate lateral support is not otherwise provided to the Client by the Architect mess included under their agreement Any discrepancies with these provided Block al stud walls at maximum intervals of eight feet with minh urn of 2 x sold material with tight joints. DIVISION 15 - MECHANICAL documents by any of the above listed services as shown in documents prepared by others should be indicated Provide 2 x frestops at mid-pant vertically, of stud wet Bridging as required by floor truss manufacturer's printed n writing to the Architect immediately. InstructInstructions. A Fleafno Ventilation and Ai Conditiomo: 9. Prior to application for budding permits,the Contractor willfurnish the Architect with two sets of shop t All work shag be n furl accordance with all current codes and regulations of the goverring agencies. REVISIONS drawings of all prefabricated components, one set to be retained by Architect,the other set to be returned to K Lintel Schedule: 2. Mechanical subcontractor to subunit shop drawings foliating duct layouts,condenser location, duct sizes, etc. to contractor after review. Rom requiring shop drawings Include but are not limited to roof trusses,flea 1 Unless otherwise shown,provide 1 Intel with 6' minnxrrn bearing for each 4' of wag thickness. Architect prior to installation. Mechanical subcontractor to review structural stop drawkXs and notify the Architect of any trusses,stairs,cabinets, vanities, etc. Should the design a configurations of any prefabricated component be mechanical and structural aril design intent conflicts prior to construction NO. DATE DESCRIPTION 2.Late) Schedule: 3. All work shall be done h a neat and workmanlike manner and so as to not needlessly hamper that portion of the work modified oiling construction from previously approved shop drawings„the Architect strati be furnished pined to fabrication,with revised shop drawings incorporating the revision If the Architect is not provided with the Uup o 4'-0' 3 V2 xS3 V2fx�V2 a 2-2x6 performed by others. above information, the client shag defend,indemnify, and hold harmless the Architect from any claim or suiteB. � 4'-T to 5'-0' 4 x 3 V2 x 5/16 a 2-2x8 whatsoever, hckx*V but not finned to, all payments,expenses or costs Included, arising or alleged to have V-T to 6'-0' 5 x 3 V2 x 5/16 or 2-2x1O 1 All work shall be in full accordance with all current codes and regulations of governing agencies. arisen from prefabricated items. 6'-T to 8'-0' 6 x 3 V2 x 3/8 or 2-2x12 2. All work shag be done in a neat and workmanlike manner and so as to not neediessly hamper that portion of the work 10. The conditions and assumptions stated in these specifications shall be verified by the contractor for performed by others. conformance to local codes and condtions. In the event of a discrepancy between these specifications and j„Plywood 3. Plumbirng subcontractor to review structural and mechanical drawings and notify the Aichitect of any plmbng, local codes or conditions. the contractor shall notify the Architect in writing of the discrepancy and special 1 All plywood shall be Doug fir or equal It shag be manufactured and graded in accordance with WAC, structural and design intent conflicts prior to construction Architecting requirements shall be applied to insure the buildings structural integrity. DOC PS 1-95 for C-onstniction and Industrial Phrwood 11 These requirements may be superseded by more stringent information contained within 2.Each plywood sheet shall bear the 'APA' trademark. DNISON 16- ELECTRICAL the drawings. The more stringent shag be followed, 3. AN and 'pints scrag be staggered and shall butt along the center fres of trarring members. 12. Sol conditions shag conform to a exceed the following co citions: 4. The face gran of the plywood shall be laid at right angles to the joists and trusses and parallel o the studs. 1 Al work shat be n fit accordance with all applicable National; State and Local codes and shat comply with the Bearing Capacity:Mn. 2000 psi. field verified under all footings and reinforced slabs. 5. Nails shag be placed 3/8'mirnimm from the edge of the stoats. The mrminm nal penetration into framing requirements of the serving Water Table: Min 2'-0' below bottom of all concrete slabs and footings. Footings, foundations, walls, and members shag be 1 V2'for 8d nails and 13/8' for 10d naffs. power and telephone companies. slabs shall not be placed on or in Marie Clay, Peat and other agaric materials. 6. All floors shag be naiad as per naming schedule. 2 All work shal be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the 13.Live Loads: Roof: 20psf. Fbor: 40psf (except: sleeping rooms: 30psfl. Exterior Balconies:60psf. Stare Landings: M Caner Bra work 40psf. Wind Load: 15psf. Garage: 50psf. Maximun foundation lateral pressure: 40psf. Dead Loads: 10psf. performed by others. Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Nantas 200psf. 1 Unless otherwise noted brace exterior corners of bug*g with 1 x 4 diagonals,let into studs, a with 4 x 8 a Installation: plywood sheet of thickness to match that of sheathing, or with metal strap devices installed'n accordance a. N equipment installed outdoor and ex to weather shag be weatherproof. 14. Bottom of footings shag extend below frost fine of the locally and mirnimum 3'-0' below existing grade to �� p°� � undsturbed sol or sol compacted to 95 % dry density having a bad carrying capacity as specified in Note 12, naling schedule b. Bottom of receptacles and switches shag be boated 5' above canter top unless otherwise rioted on drawings. as verified by a sods Architect Ncensed in the locality where project is being built. 2 Lap plates at all corners. a Receptacles shall be Installed vertically at 12'above fiish flea and 17-V oa horizortaly. All receptacles within 15. All foundation wag backfill under slabs where distance from edge of wag to edge of undisturbed sol t qj shat comply with malting sdnedules (see attached schedule)and V-O*horizontally of a sink lavatory a tub shall be wiled to a ground fault interrupted circuit. exceeds V,but less than 4'-0',shall consist of clean,porous, sod compacted in 6'layers to 95% dry density n9 d Wal switches to be 48' above floor. or provide +4 tabor at 2'-0' o.c., T-0'beyond edge of undisturbed sod and T-0' into foundation wat all state and boa[building codes, or maufacturer's recommendations. e. At smoke detectors to be line voltage and wied in a manner such that the activation of one will activate all Each 16. Free draft granular backfill(SM or better) shall be used against foundation wags consistent with the 0. Fire St000ina floor level to have at least one smoke detector.Each bedroom to have its own smoke detector in addition to a smoke architectural plans and related details. Equivalent flid pressure of baccfl not to exceed 40pcf (pounds per 1 Fre stopping shag be provided to cut off all concealed draft openings(both vertical and hoizontaD with 2' detector boated in a harway outside the bedrooms. able foot). If backfill pressures exceed 40pcf, then wags must be designed for actual pressures by a nornhal timber or 2 thicknesses of T normal lumber with broken lap joints or other approved material f. A fine voltage carbon monoxide detector shag be boated at each level of the dwelling , including the basement or registered Professional Architect licensed in the locality where project is being built P. Alignment. cellar. V. Unbalanced it not to exceed T-0' unless othenvise noted and substantiated by Architecting calculations. t AN rafters and joists framing from opposite sides shag lap at least six(3) inches and be naiad together with Backfill shag not be placed against wags until slabs•,or-grade and framed floors are in place and have reached min (3) 10d face naffs. ( (see attached nal'ng schedule for superceeding requirements) tek design strength Proper precautions shall be taken to brace foundation wags when backfift Where Z When framing end to and joists shag be secured together by metal straps. U h a backfi is required on both sides, backfi both sides simultaneously. 10 Gererak� U DIVISION 3- CONCRETE a. Provide sold blocking at 4'-0'ac. between the joist mid fist interior parallel joist. w b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0'. A, Generat c.Spices shag occur ory wee y over studs O cc cc I The concrete properties shat be as follows: d Structural variations are allowed lt substantiated by Architecting calculations. Stamped by professional Architect tdNn . Strength j Agglersate size Icensed to practice h the jurisdiction where construction is taking place. One set of calculations to be provided to o Q �- 0 28 Comp. rArchitect lot approval prior to construction � U O Footings 3,000 V2'-T 4'T e. Lap top plates at corners and intersections. G Slab-on-Grade 2,500 V2'-T 4' V2' 2 Bearing Wags supporting one flea a more: o Wags 3,000 V21-T 4' V2' a Partitions must be constructed of minimum 2 x 4 studs spaced'G'ac. of type lumber specified ' C Garage Slabs & exterior slabs 3,500 V2'-fi 4' T w/ 5% b.If a double top plate of less than 2-2 x 6's a 3-2 x 4's is used, floor joists shall be 00G w all entrainment centered directly over and below bearing wall studs with a tolerance of no more than T mess substantiated by a� o Architecting calculations. v L) 2 Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. a Bearing stud wags must be sheathed with a mirvrnm V2'gypsum board festered according to drywal 00 Ln manufacturer recommendation 3 All reinforcement, anchor bolts,pipe sleeves and other Inserts shallbe positively seared in place and R. Wood Roof Trusses `� E N boated according to the appropriate architectural drawings and details 1 Timber trusses shall be designed h accordance with accepted Architecthg practices Calculations, pint strength information 1 F W B.Reinforcino Steet (allowable bad per square inch or per nal,allowable edge distance, allowable end distances) bad test data and other - 1 Reinforcing steel shag be intermediate grade new blet deformed bars grade 60 conforming to ASTM& information as necessary shall be sudxritted to local authorities for approval prior to fabrication Each truss shal be O 615. Welted wire fabric shag conform to ASTM A-1tion B5. See architectural drawings for sizes and locations. sowed at bearing with one latter fie metal type anchor at each and � C Z Detafvg, fabricating and placing of reinforcement shag be in accordance with ACI-318-99 Manuel of 2 Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design bads and to include this } BBL&,g Cods Req iiements for Structural Concrete information with shop drawings. Each truss to be seared at one end with a metal lafter tie'type anchor and a o O U 3. All reinforcing bars which intercept perpendicular elements shall terminate in hooks, placed two (2)inches scissors truss connector,'Simpson'Or approved equal, at the other end to tie down the truss while permitting the truss to move outward without deflecting the wall clear from outer face of element. a Truss diagrams and truss layout plan show design intent only. Truss manufacturer shal verify all spans, 4. The contractor shag notify the buldng official at least forty-eight (48)hours prior to each concrete pour. dimensions,heel heights, pitches,eta Fabricator must submit two sets of component shop drawings and truss layout No concrete shag be poured into footings containng standing water a mud Footings shall be dewatered prior to placement of concrete. No coronets shat be placed anti all reinforcing has been installed by the plan,each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to � � contracts and aspected r the bulldog concrete or county approved licensed ng has b. Architect prior to fabrication,one for Architect's records and one to be returned to contractor after review. 5. contractor actor protective cover for reinforcing steel shag int as prover 4. Truss shop drawings mating calculations, baling, bad test data, horizontal thrust and any other information h a.Foot' 3' required shag be sealed by a professional Architect registered in the jurisdiction where construction is taking place and A be submitted to builft officials prior to fabrication b. Beams and colors: 2' 5. Store trusses above grade on wood sticking in such a way to prevent banding, warping or deflection of trusses e. Slab: 3/4' (Wire mesh to be placed at mid-depth of slab) & Roof Truss Bracing Install permanent bracing for all wood roof trusses as specified below. Follow all d Walls- 1 V4' at interior face. 3' at exterior 'face. recommendations specified in Bracbg Wood Trusses: Commentary and Recommendations BWT-76 published by the C. Fo ndation Truss Plate Institute,Inc. g 1 Footing depths are shown on the architectural d'awngs. Footings shag bear a minnxm of T-0'into a. Top Chord Plans: ProperProperrollinginstalled plywood sheathing with staggered joints and correct rolling should 9 a3B27O� original undisturbed sol and a minimum of 3'-0'bekhw finished grade. Where required step footings to ratio adequately brace the top chord plan However, when gable end trusses are used continuous 2 x 4 braces should beOF N � of 2 horizontal to 1 vertical. installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable erdt midspan 2 Where dordlitiors develop requiring changes in excavations, such changes shag be made as erected by the between roof center-Ire and wag on each side of center-to and at center line of roof. Architect. 3. Ag footing excavations shall be inspected by the buldng official a county approved inspector prior to the b.Web Member Plane: Provide continuous 2 x ir braces et a truedog angio from the bottom chord of the truss. This braceTHIS placing of any concrete. Same shall be given forty-sight (48)hors notice for this observation should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely mad this brace to all nermnbers lt PRE ARRT�S THAT THESE PLANS WERE 4. Soil investigation and report: At earth work, campactbn and supervisions shag be done according to the crosses. Install this bracing at al gable a end wag coditions and at 14 foot minmkm intervals throughout the truss PREPARED 11PDER MY THE ANDMY recommendations of the sail investigation repot prepared by a licensed geotechnical Architect. Concrete slab system SUPERVISION AND TO THE BEST SI NA c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom Chord of all roof trusses. Thee rows KNOWLEDGE, BELIEF AND PROFESSIONAL and footing calculations are based on a 2,000 psi value. If on-site test boring indicate lesser values, notify c.roan are required located d the V4 points of the truss span Securely mad these braces to all members that lt JUDGEMENT COMPLY WITH THE LATEST Architect,n writing, so that necessary structural modifications can be made. PROMSONS OF THE NEW YORK STATE S. Slab-on-grade shag be 4' thick reinforced with (i x 6 W14 x W14 WWF and shag be placed on 6 mrd Crosses vapor barrier on 4'Crushed stone. S. Wood Floor Trusses: tJND THE FRE YORK TON BUILDING MERG 6. Slab-on-grade at porches shall be 4' thick urie;ms otherwise noted 1 Fbs trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 7. instal auxins straps as per mfg recommendations: 12' from corners and intervals as per plans. spars, joist depth and spacing to be verified by manufacturer's. Shop drawings idicating calculations,leading,bad M innnm embedment for anchors shag be as specified by manufacturer. test data and any other information required shal be sealed by a professional Architect registered in the jurisdiction 8. Beam pockets shag be formed Into concrete wills to provide a continuous level flat sold bearing surface where construction is taking place. Truss manufacturer shat verify all spans,dimensions,bearing pants spacing, eta D RAW I N G for all beams. Fabricator must submit two sets of complete shop drawings and truss layout plan,each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for GENERAL NOTES DON 6 - WDOD Architect's records and one to be retuned to contractor after review. 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent A. Lumber Grade: American Softwood Ltmt)er Standard exposure to the elements. Always store upright,especially if stacking Grading shall comply with DOC PS 20-70 ' ' and applicable Western Wood Products Association standards. DMSON 7 - THERMAL AND MOISTURE PROTECTON 1 All lobar shag be, unless otherwise noted Na 2 grade. Douglas Fir-Larch with the following mnimm structural values. a Extreme fiber bending stress: 2 x & WIDER Flo 875 PSI t Fiberglass Shingles:THIRTY(30) year self sealing shingles over 1 layer of 30+ asphalt saturated felt underiayment b. Horizontal Shear.Fv - 95 PSI unless otherwise noted install according to mmanufacturees instructions. a Congression perpendicular to grant: FeL • 625 PSI 2 Cedar Shakes: +2 grade reds-labal cedar shakes (18' 1 x .45D over one layer 30+ as.f. underlayment. Install with 4 PROJECT: d Compression parallel to grain Fc - 1300 PSI V2' weather exposure. Apply an 18'wide strip of 30* a.sJ. over each course of shakes, 9'from bottom edge of shake a. Modulus of elasticity: E . '1,600,000 PSI extending over top of shake and onto sheathing. Roberts Premier t.Moisture content: 19 % maximum a Eave Flashing See note B-4, below. B. Ftashha 2 Other species may be used provided substituted species shag meet or exceed requirements noted above. 1 All flashing, drunter flashing,and coping when of metal shal be of not less than no. 26 U.S. gauge corrosion-resistant D ev e I o p e m e n t LLC a Moisture content All lumber 4' and deeper stolid have moisture content not greater than 19 %,all died lumber is metal• desired but not necessary. Lumber may be kin dried,however dying process must be slow and regulated to cause a 2 Flash all exterior operings and all btulding comers with approved material to extend at least 4'behind wag covering 350 Jockey Creek Dr rminmum amount of checking,comparable with all ivied stock Cover all exposed plywood at building comers with waterproof bul ft paper. 4. All exterior Umber and lumber in contact with masonry or concrete shall be pressure preservative treated'n a Step flash at al roof to wag conditions. Flash and caulk wood beams and other projections through exterior wags or Southold, NY 11971 accordance with AF&PA standards and stamped 'Ground Contact 0.40 lbs/cubic foot' roof surfaces. S. Grade stamps shag appear on all kmber. 4. Eave flashing shag consist of two layers of 15* a.s.f. cemented together in addition to required nailing from the edge DATE 319120 6. Store all Umber above grade and protect from exposure to weather. of the save up the roof to overlay a pont 24 inches inside the interior wall line of the bu ildng. B. Flitch Beams C. Attic Ventilation 1 Fitch beams shag have a minimum fb - 15000, E•114 with V2' bolts boated not closer than 2' from the top and t Enclosed attic truss spaces and enclosed roof rafters shag have cross ventilation for separate space with screened PROJECT NO. 191034-Roberts bottom edge unless otherwise noted There shag be a bolt top and bottom 2' from each end(see typical flitch plate ventilating openings protected against the entrance of moisture and rain in accordance with bolt pattern dotal. NYS and boa[codes and ordinances. See details on architectural C. Joist Hancers: plans for locations and details DRAWN BY M adv 1 All pains, joists and beams not framed over supporting members shag be supported - _ 2. Joist hangers steal be prime quality steel which conforms to ASTM-A525,mh 22 gauge. Products acceptable DIVISION 8 - DOORS AND wIJDOWS CHECK Y. S shag be Simpson, Kant-Sag, or equivalent. gni DWG NO. gi �~ r D. Bolts n Wood Fra mino 1 Windows hldirrgs b located n wind-bane debris regions (120 mph wind tome or with-in one mile of the ocean bay I �� ; 1 All bolts in wood framing shall be standard marine bolts with standard malleable ion washers or steel plate and shag have glazed openings protected from wind-borne debris or the bulking she[be designed as a partially washers enclosed building in accordance with the Building Code of New Yak State. Glazed opening protection for wind-bonne i J U L 1 7 2020 E'- 2 Steel plate washer sizes shag be as follows: debris shall meet the requirements of the Large Missile Test of ASTMS 1996 and of ASTMS 1886 I v n O e V2'and 5/8' Dam bolts - 2-V4' sq. x 5/16' Exception b. 3/4'Dia. bolts-2-5/8'sq. x 5/16'. Wood structural panels with a minimum thickness of 7/16 inch(111=0 and a maximum span of 8 feet (2438 nm) shag i u 3. Each bolt hole in wood shag be drilled 1/16'larger than diameter of bolt. be permitted for opening protection in one- and two-story bu iildngs. Panels shell be precut to cover the glazed F + 4. For sir anchors, see typical details on architectural drawings openings with attachment hardware provided. Attachments shag be provided in accordance with Table 143022.12 or --~ - SCALE SHT. NO. shag be designed to resist the components and cladding bads determined in accordance with the provisions of the Residential Code of New Yak State. AS NOTED 2.The glazed areas need not be rotaled'n rooms where Exd:eption 1 is satisfied and artificial igti is side-hinged,and shag provide a dear width of not less than 32 inches(813 nrn) where measured 83122 Window fall protection 3.One-eighth-inch(3.2 rail coat of suface-bondhg cement complying with ASTM C887 ISSUED FOR: R3012t2 PROTECTICNJ OF OPENINGS, provided that is capable between the face of the door and the stop,with the door open 90 degrees(157 rad).The clear height Window fall protection shag be provided h accordance with Sections 83122.1 4.Any material edmtitth s waterproofing h Section 84062. Nfl0114 Tient c)Certificate Ovbe compl Windows h buildings boated h whc borne debris regk�ns shag have dazed openings protected from of producing an average tlumination of 6 footcandles(65 lux)over the area of the room at a height of of the door opening shag be not less than 78 inches (1981 mri in height measured from the top of the 5.Other approved methods s materials o permanent certificate shag lot cannaced by the budder a registered design professional end posted wingibome debris or the txilding shat be desigrted as a partiely enclosed Wilding in accordance with Exception Pargng of aril masonry wags a not required where a materiel Ls approved fa direct on a wag in the apace where the furnace is located,a unity room a en approved location robe the DATE DESCRIPTION ASCE 7. Glazed ming protection fa desigmd delxis sins/meet the requirements of the Large 30 Inches (782 aril above the floor level. threshold to the bottom of the stop, Other doors shag not be required to comply with these miimm In dweing units,where the top of the sir of an operable window opening Is boated less than 24 Inches ops 3.Use of sunroom and patio covers, as defined h Section 8202 excess of 40 percent of the exterior dmensons.E ss doors shah be res openable from guide the ddwefng without the use of a key a application to the masonry. Concrete wals shag be dampproofed by applying any one of the listed the cir VNdire boated dl, er electrical panel,the cr tier sinal not cover a obstnx t the ag listty e f� dhr t61D mrN above the f'rished floor and greater than 72 inches(1629 mN above the firsthed grade a dampproofing materials a any one of the waterproofing materials fated in Section 8406.2 to the the circuit directory lebe�service discoaect label a other reouired labels. The ccerfdbate shat list the Missile Test of an approved impact resisting standard a ASTM E 1996 and ASTM E 1686 referenced sunroom Ovals are open,a are enclosed only by Insect screening special knowledge a effort, other surface below on the exterior of the building,the operable window shag comply with one of the exterior of the wort predominant R-valuas of Insulation kutaled in or on cekWroof,walls,foundation(slab,basement wait XXXXX DOB SUBMISSION therein Garage door following crawl space wall and/or floor)and ducts outside conditioned spaces;U-factors for fenestration and the glazed opening protection fa whdborne debris shag meat the requirements of an approved 8303,3 Bathrooms. R311.3 Fbas and landings at exterior doors impact-resisting starxtard a ANSI/DASMA 115 1 Operable windows with openings that wi not Blow a 4-hch-dameter (102 min)sphere to pass soler heat gain coeffic'ant (SHGC)of fenestrafia�and the resuRs from any requred duxt system and Bathrooms,water closet compartments and other sinlar rooms shag be provided with aggregate glazing There shah be a landing or floor on each side of each exterior door. The width of each lancing shag be though the opening where the opening is in Its largest opened position BECTON 8408 UPDEB-FLC)OFl SPACE area in windows of not lessthan 3 square feet (0.3 m),one-half of which must be opensble. not less than the door served.Every landing shag have a dimension of not less then 36 Inches(914 2 Operable windows that are provided with window fal prevention devices that comply with ASTM F i ompo envelope ale leakage testing done ue the ring th Where there is more than one value fa each 3�xz�2Q DOB SUBMISSION 8408.1 Ventilation component,the certificate shah 1st the value covering the largest area. The certltloate shat list the Exceptiorc Wood structural panels wnh a ihhickness of not less then 7/16 inch and a span of not more mm)measured in the drection of travel The slope at exterior landings shag not exceed V4 unit vertical 2090. types and efficiencies of heati g,cooing and service water heating equipment.Where a as tied than 8 feetshall be permitted for opening protection Panels shag be precut and attached to the framnp h 12 arts horizontal t2 cent). Exce tore Exterior balconies less than 60 s e feet (5.6 m) ardd Tina a occu ie space between the ag hav of the floc joists and thio earth dation any building(except g Exteptiorc Par P• q�' 3. Operable windows that ere provkInd with window opening contrd devices that comply with Section � ���by a basement )shat have ventilation openings through tglr>dfltion wags a exterior invented room heater,electric furnace, a baseboard electric heater is roteled h the residence,the surrounding the opening oonteihing the product with the glazed opening. Panels shag be pred9ed as The glazed areas shag not be required where artificial ight and a local exhaust system are provided only accesslos from a door are ed to have a lending less than 36 Inches (914 mm)measured rte required for the anchorage method nand shwA be seared with the ariagirment hardware provigied. pem�t ��• wags. The mihinm net eras of ventilation openings shat be not less then 1 square foot (0,0929 m) for Certificate shat 1st 'pas-tied Invented room heater;'electric furnace'a 'baseboard electrlo heater; as The mikmirn local exhaust rates shag be determined•n accordance with Section M7507. Exhaust air the direction of traveL each'150 square feet (14 m)of underfloor space area,unless the ground surface is covered by a appropriate. An efficiency shall not be listed for gas-fired unvented room heaters,electric furnaces a Attachments aft be designed to resist the component and cladding bads determined h accordance from the space shag be exhausted with either Table R30120 or ASCE 7,with the permanent corrosion-resistant attachment hardware Window Window opening control devices pass 1 vapo retarder materiel Where a Class 1 vapor retarder materiel is used the minimum r>Bt area electric baseboard heaters dirtecty to the outdoors. R3TL3.1 Fba elevations at the required egress doors. Window opening ca,trd devices shat comply with ASTM F 2090. The window openlng contrd device, of ventiatlon openings steal be not less than 1 square toot (0.0929 m)fa each 1,500 square feet(140 provided and anchors permanently instaled on the burg.Attachment h accordance with Table Landings a finished floors at the required egress door shag be not more Than 1 V2 inches(38 mm) after operation to release the control device alowing the window to fully opens,shag not reduce the net NIM.1(8403.1)Controls (Mandat ). 83012.12 In permitted fa buildings with a mean roof height of 45 feet or less where the ultimate design 8303,4 Mechanical ventilation lower than the top of the threshold dear opening area of the widow unit to less than the area required by Section R3M21 m)of under-foe space area. One such ventilating opening shat)be within 3 feet (914 mm)of each orY wind speed,V ,is 110 mphor less Where the all irifi ration rate of a dweing unit is 5 air changes per hour or less where tested with a Exception The larding or floor on the exterior side shall be not more than 7 3/4 inches ON aril corner of the bu'krng At least one thermostat shat be provided for each separate heating and cooing system TABLE R301212 WNDBORPE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL blower door at a pressure of 0.2 below the top of the threshold provided the door does not swing over the landing or floor. Where 83132 One- and two-family dwellings automatic ire sprinkler system One- and two family dweings Inch w.c (50 Pa)In accordance with Section N71D2.4.127991685),the dweing unit shag be provided with exterior landings or floors serving the required egress door are not at grade ,they shag be provided hav a t of three stories above ade shall be equipped throughout with an automatic sprNcler The mi Openings for uxof veo l io nt pend The tin mosta11)Programmable Thermostat. PANELSa,b,c,d whole-house mechanical ventilation In accordance with Section WS07,3 with access to grade by means of a ramp in accedence with Section 83718 or a stairway In s them gr The thsmnohe sting ri the primary heating a aily sc system of the dwelling unit mp at capable of The airman net area of ventilation openlngs shag be not less than 1 square toot 10.0929 m)fo each Ys 150 square feet (14 m)of trader floor area. One ventilation opening sinal be within 3 feet 1915 mrN of ccntroing fine heating and rroofng system dx►a daily schedule to mainteIn drfferent temperature set FASTEPER TYPE FASTEPEB SPACING Cinches) accordance with Section R3117. R3132-1 Design and rofaaation Automatic residential fire sprNcler systems shag bedesigned and installed is at different tines of Penal span(less than 4 ENER4 feet N il feeU(6 feet to 8 feet) 113035 Opemp location h accordance with Section P2904 or li 13D. each comer of the buidov Ventilation openings shat be covered v thele heinrt and width with any of p� No. 8 Screws 16' 10' 8' Outdoor intake and exhaust openings shall be located in accordance with Sections 8303.5.1 and R3ct32 Fba elevations for other exterior doors. 83141 General. the following materials provided that the least dimension of the covering shag not exceed /Inch(6.4 the day.This thermostat shat include the (13 C)ty to set back (2 temporarily operate the system to Doors other than there ed ass door sinal be ovided with lendir>gs or floors rat more ihen 7 mail: rrneinteh zone temperatures down to 55 F (13 C)or up to 85 F (29 C). The thermostat shag irtiaAy be No. 8 Screws 16' 0' ' 8303,5.2 q� Pr Smoke alarms shag comply with NEPA 72 ands Section R314 8303.5.1 intake openings. 3/4 inches(196 mail below the top of the threshold t Perforated sheet metal plates not less than 0.070 inch tt8 mm)thick programmed by the manufacturer with a heating temperature set pont rho Hgher than 70 F 121 C)and a Mecanical mind gravity outdoor ale intake openings shat be located not less then 10 feet (3048 rim) Eukceptigxx A top landing<s not required where a stairway of not more thlan two risers i$ located dxn the 8314.11 Listings. 2 Expanded sheet metal plates not less than 0.047 inch(t2 mN thick cooing temperature set point no lower than 78 F (26 Ca. e. This table hs based st 160 mph phonate design wind speeds,V, and a el Fast mean roof hteight , from any hazardous a noxbw contaminant, such as vents,chti neys,pMYmkv vents,streets, alleys, exterior side of the door,provided that the door does riot swag over the stairway. Smoke alarms shag be Isted h accordance with til 217.Combination smoke and 3.Cast-iron oa a grating N1103.12 ffi403.t2)Heat Pump Supplementary Heat (Mandatory). b Fasteners shag be rhstaled at opposing ends of the wood structural panel Fasteners steel be Par�O iota and loading docks.Fa the purpose of this section,the exhaust from dweing unit toilet 4.Extruded bad-bearing brick vents boated not less than 1 inch from the edge of the pe,nel roams,bathrooms and kitchens shat riot be considered es hazardous or noxious. R3tt3.3 Storm and screen doors. carbon monoxide alarms shag be listed h accordance with UL 217 and UL 2034. 5.Hardware cloth of 0.035 inch(0.89 mm)wire a heavier. Heat pumps having supplementary electrio-resistence heat shag have controls that,except dining c. Anchors shat trete tin the exterior well cover' with an embedment 19 hof not less then 6.Corrosion-resistant wire mesh(, with the least dimension being / inch(32 mm) thick defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating P otugh Exceptions: Storm and screen doors shtal be per fitted to swing over exterior stairs and lendings R3142 Where required bad 2 Inches into the building frame.Fasteners shag be located not less then 2/ inches from the edge of 1 The •D-Foot (3048 aril separation is not required where the intake opening is located 3 feet (914 Smoke alarms shag be provided h accordance with this section Exception The total area of ventiasurf openings ere wi ha n app to d lass I v p /et the concrete block a concrete. mm) a greater below the contaminant source. R3117 Starways. and the r area where the ground surface is covered with an approved gess I vapor retarder material d Panels attached to masony or masonry/stucco shag be attached using vibration-resistant anchors 2,Vents and chhinrteys serving fuel-burning appliances shat be terminated•n accordance with the R3117.1 Width and the required openings ere placed to provide cross ventilation of the space. Thee rotalation of having an ultimate withdrawal capacity of not less than 1.500 pounds Staiways shag be not less than 36 inches(914 aril In dear width at of points above the permitted Smoke New construction operatble lowers shaft not be prohibited REVISIONS applicable provisions of Chapters 16 and 24. Smoke alarms sinal be provided h dwelling tats. 3. Clothes dryer exhaust ducts shag be termnated In accordance with Section M1502.3. hardrall height and below the required headroom height Handrails shag not project more than 4 V2 8302.9 Flame spread index end smoke-developed idled fa wag aux)dieing finishes R303A2 Exhaust openings. Inches(114 mail on either side of the stairway and) the dear width of the stairway at and below the 831422 Ateratons,repairs and additiorns. Access Access. Flame spread and smoke developed indexes fa wag and r wall finishes shag be in accordance with Exhaust all shag not be directed onto wakways.ie 8303.6 Outside opening protection At exhaust and handrail height,including treads and landngs,shag be not less than 31 V2 inches(787 mm) where a Where alterations,repairs a additions requiring a permit occur,a where one or more sleeping rooms Access shat be provided 4 c es (4 7 spaces. Access enings t through the floor shwa be a NO. DATE DESCRIPTION Samlons ead ai.1 intake openings that terminate outdoors shag be protected with corrosion-resistant screens,lowers a hend•al is rotaled on one side and 27 inches (698 mail where handrails are provided on both sides. are added a created h existing dwegngs ,thine indnridual dwel'ng unit shag be equipped with smoke mii�of i inches BY I inches 07 mm by D rrrN. here any through a perimeter well shat a riot - - - gries having an opening size of not less than/Inch(6 mm l ardi a maximum opening size of /inch(13 Exceptiorc The width of spial stairways shag be h accedence with Section 113117.10.1 alarms located as required fa new ddweings, loss then ra inches by w inches ss t mm by Inch aril.Where any porton of the 0 rougMwal access mm).in any dimension Openings slag be protected against local weather conditions.Outdoor all exhaust Exceptions: )s below grade, tt areaway not less than 16 i blow th 24 inches of t a by s o mm) shat be R302.9.1 Flame spread Index. and Intake openings shat meet the provisions for exterior wall opening protectives in accordance wdh R3tt72 Headroom 1 Work iwolving the exterior surfaces of dwellings ,such as the replacement of roofing or siding, the Provided The bottom of the areaway shat be below the threshold of the access opening Though wag Wall and casing finishes shtal have a flame spread ixlex of not greater than 200, this code The headroom h stairways shag be not less than 6 fest 8 Inches(2032 mm) measured vertically from access openings shag not be boated under a door to the residence.See Section M1305.14 for access Exceptiorc Flame spread index requirements for fi ashes shag not appy to trim defined as picture molds, requir n or replacement ti wrhdows a doors,a thus addition of a porch a deck,are exempt from the requrements where mechanical equipment is boated under floors chef rails,Baseboards anxd hherxteb;to doors and windows or then names; or to materials that are less 8303.7 interior stairway iurniration, interior staiweys shag be provided with an artifokl ignt source to the sloped line adjoining the tread nosing or from the floor surface of fine lancing a platform on that requirements of this section than r inch(se mail it thickness cemented to the surface of wets ra ceingr if these materials re les Ilrmtinate the landings and treads. The light source shag be capable of iuminating treadds and landings portion of the stairway. 2 Installation,alteration or repairs of pl robing or mechanical systems are exempt from the requirements R408S Removal of debris flame spread Index values not greater than those of paper of this thickness cemented to a to levels l not less than 1 fat each fl 1r lux)es measured at the center of treads snd landings. Exceptions of thins section There sinal be a was swhch at each floor level to control the igM source where tits stairway has six 1 Where the nosinps of treads et the side of a fight extend hider fine edge of a floor operim0 through The tr>der-floc grew shag be cleaned of all vegetation and agenic material. Al wood forms utsed fa noncombustiblee backing. or more risers. which the stair passes,the floor opening shag be allowed to project horizontally into the required R314.3 Location placing concrete shag be removed before a building lo occupied a used fa any purpose. AI Exceptiorc A switch is not required where remote,central a automatic contrd of lghtng is provided headroom not more than 4 3/4 inches(121 mm). Smoke alarms shag be Installed h the following locations: construction materials shall be removed before a building is occupied a used fa any purpose. R302.92 Smoke-developed Index. 2 The headroom fa spial stairways shat be h accordance with Section R31L7.10.1 1 In each sleeping room R408.6 Finished grade. Wall and caring finishes shag have a smoke-developed Index of not greater than 4511 R303.8 Exterior stairway hkmhatbm 2 Outside each separate sleeping area in the Immediate vbHty of the becroans. The finished grade of under-iba surface shat be permitted to be located at the bottom of the 830210 Flame spread index and smoke-developed Index for roulation Exterior stairways shat be provided with an artificial IgM source boated at the top lancing of the 8311.7.3 Vertical rise. a On each additional story of the dweing,including basements and habitable attics and not Including toothM however,where there Ls evidence that the groundwater table can rise to witivh 6 Inches 052 Flame spread and smokdeex and sm index el ped i de sinal be la accordance with Sections 830210.1 starway.Exterior stairways providing access to a basement from the outdoor grade level shag be A tight of stairs shag not have a vertical rise larger than 147 itches(3734 min)between foor levels or crawl spaces and uhinitebitable attics.h dwellings a dwelling units with spit levels and without an trim)of the finished floor at the buldng perimeter a where there Is evidence that the surface water provided with an artificial light source boated at the bottom lending of the stairway landings. Intervening door between the adjacent levels, a smoke alarm Installed on the upper level shat suffice does rot readily drain from the binding site, the grade in the under-floor space shat be as high as the through R30210.5 fa the adjacent lower level provided that the lower level is less than one til stay below the upper outside finished gradde ,mess an approved drainage system ds provided 8302.10.1 hsuiation 8304.1 Midrin area. R3TL7.4 Wakfne. level R3W.1on materiels,Inddudng facings, such es vapor retarders and vapor permeable membranes rotafled Habitable rooms shag have a floor area of not less then 70 square toot(65 m). The wakfne across winder treads shag be concentric to the curved direction of travel though the tern 4•Smoke alarms shag be Installed not less than 3 feet(914 aril horizontally tram the door a opemg R408J Flood resistance. within on mateial assemblies roots. suc assembles,wap assembles, crawl spaces ard attics shag have Exceptiorc Kitchtens. and located 12 inches(305 mm)frau the side where the winders are narrower. The 12-itch(305 urn) of a bathroom that contains a bathtub a shower unless this wand prevent placement of a smoke Fa holdings boated in flood hazard areas as established ih Table R3012(V a flame agreed Inddex not to exceed 25 with an accompanying smoke-developed Index rot to exceed dimension shat in measured from the widest light of fine dear star width cl the waking surface of alarm required by Becton 8314.3 450 where tested h accordance with ASTM723. X42 Minrrirrh dimensions. the wihder.i wihders are adjacent within the fight,the point of the widest clear star width of fine 1 Wags dendosing the uder-floe space shat be provided with flood openings in accordance with Habitable roans shat be not less than 7 feet (2134 mmi in any horizontal dmension adjacent windars shag be used 8314.4 Interconnection Section R32222 Exceptions: Exceptiorc Kitchens. Where more than one smoke alarm is required to be Installed wftKn an individual dweing u it in 2 The finished ground level of the under-floor space shag be equal to a higher then the outside 1 Where such materials are Instaled h concealed spaces,the flame spread Index and smoke-developed R3117S Stair treads and risers. accordance with Section R314.3,the alarm devices shag be Interconnected In such a manner that the finished groom level on at least one side. index knhtations do not appy to the facings,providail that the facing is installed in substantial contact R304.3 Height effect on room area. Staff treads and risers shag meet the requirements of itis section For the purposes of this section, actuation of one alarm wi activate ail of the alarms h the Individual dwelhg unit. Physical Exception: Under-floor spaces that meet the requirements of FEMA with the unexposed surface of the cuing, floor a wag frirsh Portions of a roan with a sloping caging measuring less than 5 fee(1524 mril a a furred ca�>g dimensions and dimensioned surfaces shag be exclusive of carpets,rugs a runners. Interconnection of smoke alarms ahal not be required where listed wireless alarms are installed and ail 2 Celubse fber loose-ti irsudation,that is not spray appiert,complying with the requirements of Section measuring less than 7 feet (2134 m;W from the finished floor to the fnished cauFng shag not be alarrms sound upon activation of ate alarm R302.11 F•reblocki g. 8302.10.3,shall not be required to meet the smoke-developed index of not mere than 450 and shat be considered as contributing to the minimum required habitable area tar that room R3117S.1 Risers. Exceptiorc hterconecton of smoke alarms h existing areas shat not be required where alterations or h combustible constructor%fre-blocking shag be providded to cut off both vertical and horizontal required to meet a smoke-developed ndex of rot more than 450 where tested in accordance with The riser height shag be riot more than 8 V4 inches (209 mm). The risershel be measured verticay repairs do not result In removal of Interior wall a deiing finishes exposing the structure,unless there Is concealed draft openings and to form an effective fire barrier between stories,and between a top CAWU.0 S1D22 R305,1 Mhirxm toot. between leading edges of the adjacent treads. The greatest riserheight within any tight of stairs shag an attic ,crawl space or basement available that could providde access for Interconnection without the story and the roof space. 3. Foam plastic Insulation shag campy with Section F1316 Habitable space,halways and portions of basements containing these spaces shat have a calling not exceed the smallest by more than 3/8 inch(9.5 mm)Risers shag be vartical a sloped from the removal of Interior finishes. R314.5 Combination alarms. Fneblocking shag be provided h wood-framed construction h the folowng beatbns: height of not less than 7 feet(2134 m m). Bathrooms,tolet roams and laundry rooms shag have a ceing underside of the nosing of the tread above at an anhglenot more than 30 degrees (0.51 rad)from the Combination smoke and carbon monoxide alarms shag be permitted to be used h feu of smoke alarms. t h concealed spaces of stud web and partitions,Including furred spaces and parallel rows of studs a R302.102 Loose-fir insulation height of not less than 6 feet 8 Inches(2032 mail. vertical Open risers are permitted provided thatthe openings boated more than 30 Inches IT62 mm),as staggered studs,as fobws Loose-fir nsuiation materials that cannot be mounted in the ASTM E B4 or UL 723 apparatus without a Exceptions: measured vertically,to the floor agradde bebw do not permit the passage of a 4-inch-diameter (102 8314.6 Power so rce. 11 Verticary at the ceing and floor levels. screen a artificial supports shag comply with the flame spread and smoke-developed frits of Section 1 Fa roans with sloped ce&V%the required floor area of the roan shag have a ceing height of riot mum) sphere. Smoke alarms shag receive their primary power from the bWcing wiring where such wiring Is served from 1- Horizontay at intervals not exceeding 10 feet (3048 mm). (j R302.1111 where tested h accordance with C.AWULC S1D22 less than 5 feet (1524 mal and not less than 50 percent of the required floor area shag have a ce�mg Exceptions: a commercial so ice and, where primary power is tntenrupted, shag receive power from a battery.Wring 2 At interconnections between concealed vertical annd horizontal spaces such as occur at soffits,drop d Exceptorc Cellulosic finer boss-fir Insulation shag not be required to be tested h ac ordan>ce with CAW height of not less than 7 feet(2134 mail. 1 The opening between ad cent treads hs not limited on spial tairways. caings and cove ceir*s. ULC S1D22,provided such Insu latiot complies with tine requirements of Sections R3D210.1 and R3021D.3 � sinal De permanent and withhout a discdxrectimg switch other than these required fa overcurrent � F- 2,The telling height above bathroom and toilet room fixtures shall be such that the fixture Is capable 2 The riser height of spial stairways she]be In accordance with Section R3117.10.1 protection u h concealed spaces between stat stringers at the trap and bottom of fine rut Enclosed spaces W trader stairs shag comply with Section 83027. ll1 of being used for its intended purpose. A shower or tub equipped with a showerhead shag have a Exceptions F- R302.10.3 Cekiosic fiber loose-fll insulation 4. At openings around vents,pipes,ducts,cables and wires at celli and floor level.with an approved C.eNiosic fiber bose-fir Insulation shag comply with CPSC 15 CFR,Parts 1209 and 1404. Each package �9 height of not less than n feet 8 itches (2032 mm)above an area of not less than 30 inches The tr 2 Treads 1 Smoke alarms sinal be permitted to be battery operated where instabd in butdirhps without 0 0762 mrN by 30 fiches 0762 mail at the showerhead The tread depth sinal be not less than 9 itches 1229 mm). The tread depth shat be measured comvnerdwl pier. material to resist the free passage of flame and products of com>bustknn The materiel filling this anular of such insulating material sial be dearly labeled In accgrdeimce with C SC 16 CFR Parts 1209 and 3.Beams,girders,ducts a other obstructions In basements containing habitable space shag be horizontally between the vertical planes of the foremost projection ofadjacent treads and at a right 2 Smoke alarms instated in accordance with Section 831422 space shell not be required to meet the ASTM E 13B requirdementa c Z c Q 1404• permitted to project to within 6 feet 4 incites (1931 rail of the finished floor. angle to the tread's leading edge. The greatest tread depth wit many fight of stars shag riot exceed 5.Fa the f reblockhg of chineys and tieplaces.see Section R100a19. Y ^ q 6.Freblocking of corneas of a two-family dwefng Is required at the line of dwelhg unit separation. � � r- r t: O 8302.10.4 Exposed attlo nsuiatlon 8305.11 Basements. the smallest by more than 3/8 itch(9.5 mm)d SECTION 8315 , z 2 Portions of basements that do not contain habitable space or helwa s sinal have a calling height of CARBON MONONDE ALARMS � ^ ° v Q Exposed hsulatbn materials Installed ori attic floors shat have a critical radiant firm not less than 0.12 y R302.111 Fioblocking materials not less than 6 feet 8 fiches (2032 mnN. R3tt7521 Winder treads 8315.1 General. Except as provided in Section R302Tt hem 4,fireblocking shall consist of the folowng materials.. C� Sa F 2 � watt per square centimeter. E tion:At beams,girders,dduets a other obstructions,the c t shag be riot less than 6 Winder treads shelf have a tread depth of not less than 10 holes (254 mm)measured between the Carbon monoxide alarms shag comply with Section R315 �-- o � P f 1 Two-inch(51 mm)nominal lumber. 8302.10.5 Testing feet 4 Inches (193'1 aril from the frrshed floor vertical planes of the foremost projection of adjacent treadds at the Intersections with the waklrte. M o Winder treads ahel have a tread tin of not less then 8 inc�hhes (152 art)ata t w2thh the dear 2 Two thicknesses of •Finch(25.4 mm)nariral lmber with broken lap joints Tests for critical radiant flux shag be made h accordance with ASTM E 970. nY P� 8315.11 \0 G G w SECTION 8309 GARAGES AND CARPORTS width of thhe stair. Within any fight of stars,the largest winder tread depth at the wakine shad not 3.One t) woods tr lural -inch(�3 min)wood structural panels with joints balked by23/32-ir>ch --d � 8302.11 Fiebbckitg Carbo►monoxide alarms shat be listed h actxxdance with u 2034. Combination �, � �� _ 83025 Dweing-garage opening and penetration protection exceed the smallest windier tread by more than 3/8 Inch(9.5 mrm). Consistenty shaped winders at the carbon monoxide and smoke alarmms shat be listed•n accordance with UL 2034 and R315.2 Where (78.3 e t wood sof 3/4 paneH � o h combustgble canstructiorL fire-blocking steel be provided to cut off both venial ardi horizontal tr 18 4. One thickness of 3/4 -rich 119.1 rmwN particleboard wutlm jd>ints backed by 3/4 -ixdn 019.1 mN t- 5 U3 URZ and ations though the wail a ce s arat' the ddwe from the re shat be waklne shag be allowed within the same fir t of stairs as recta r treads and do not have to be qui rticle-bowd v °h° �N concealed craft openings and til form an effective ide barrier between stories,and between ll top In accordance with Sections R302.5.1 though 83025,3 within 3/8 Inch(9.5 aril of thhe rectangular tread depth Carbon monoxide alerts shag be provided h accordance with Sections R31S2.1 end 83152,2 st and the root apace.Frdebbcking sinal be provided Inwood-framed d onstrkxtion in the hollowing 5.Ore-half-inch 1127 mN gypsum board *' M 8 .. o sir Exception The treed depth at spial stairways ahal be In accordance with Section R3T17.10.1 boatbna: 83025,1 Opening protection 831521 New con>structon 6.One-quarter-inch 16.4 mm)cement based miboard � A �° 8 O 1 h concealed spaces of stud walla and partitions,including furred spaces and parallel rows of studs or Op from a private garage directly into a room used for sleeping purposes stag not be permitted R3T17.5.3 Noshgs For newt tructkot carbon monoxide alarms stag be provided h dwelling arts where either or both of 7.Batts a blankets of mmirearal woo or glass fuer or other approved materials Installed h such a F " w N staggered studs,as fobws: Other opemgs between the garage and resi den a shag be equipped with soid wood doors not less Thhe radius of curvature at the nosing shag be not greater then 9/16 inch(14 mm).A nosing projection the fWowhp conditions exist. reamer as tI bl securely retained'n place. r 11 Vertically at the caning and floor levels. than 1 3/8 inches(35 mail in thickness,edict or Honeycomb-core steel doors not less thhen 1 3/8 not less than 3/4 Inch(19 mail and not more than 1 V4 ruches(32 mail shal be provided on stairways 1 The dweing unit contains a Nuel-fred appliance. 8. Ceation insulation installed as tested in accordance with ASTM E 119 or LI. 263,fa tte specifb 12 Fiorizontay at rhtervais not exceeding 10 feet (3048 mrtil. appflcation = 2 At htercorrectiona between concealed vertical and horizontal spaces such as occur et soffds,stop indoles (35 mrtil tick,or 20-m>rxute ire-rated doors,equipped with eself-closing diavk:e. with solid risers. The greatest nositg projection shat not exd�ed the amalost nosing projection by more 2, Tthe dwelling unit has an attached garage wdlm an opening that comrxrticates with the dwelling unit. � �ry than 3//itch(9.5 mm)between two stories,including the nosing at thhe level of floors and lancings. SECTION R807 ATTIC ACCESS dings and cove ceings R3D2A2 Duct penetration Beveing of nosings shall not exceed V2 inch(12.7 mN. R3152-2 Alterations, repairs and additions a h concealed spaces between stair sirhgers at the top and bottom of the run F_nclosed spaces Ducts ii the garage and ducts pentetrating the wets or ceings separatng the ddwering from the garage Except!=A nosing projection is not required where the tread ddepth is not less than 11 Inches(279 Where alterations,repairs or additions requiring a permit occur,or where one or more sleeping rooms R807.1 Attic access. under stairs shag comply with Section 8302.7 shag be constructed of aminhdm Na 26 gage (0.48 mm) sheet steel or other approved materiel andd min). are added a created to existing dwefngs,the inddvidual ddwefng unit shall be equipped with carbon that >gs wain �f3 a roof construction shat have er ariio access opening to attic areas OU 4. At openings aro nd vents,pipes,ducts,cables and wires at cal'ng and floor levet,with an approved shag not have openings into the garage 2 Where handraa fdtngs or bendngs are used to provide continuous transition between fights, monoxide alarms boated as required fa new dwellings. that have a vertical height a 30 incites (762 mail or Beater over f t area of not less mean 30 square material to resist the tree passage of flame andd prcbducts of combustion. The material fiimg this annular transitions at winder treads,the transition from handrail to guard,or used at the start of a fight, the Exceptbm teat 128 m). The vertical ng m shall be measured from the top of the cent framing members to the space shaft not be required to meet the ASTWE 136 requirements. 830253 Other penetrationns. handrail height at the fittings or bendngs shall be permitted to exceed 38 Inches(956 aril. 1 Work i volving the exterior surfaces of dwellings ,such as the replacement of roofng or suing,a of the roof framrhg members. The routgh-framed opening sinal be not less than 22 fiches by 5. For the freblodking of chimneys and fireplaces,soe Section R1003.19 Penetrations through(the separation required in Section R3028 shag be protected as required by the addition cr replacement of windows or doors,or the addition of a porch a deck,is exempt from 30 inches(559 min by 782 art) end shag be located h a hallway a other really accessible location 6. Fireblockhg of cornices of a two-fainly dwelIM i:i required at the lee of dwelling unit separations. Section R302TI R3TL7,8.2 C:ontidity. the requirements of this section. Where boated in a weft,the opening seal be not less than 22 inches wide by 30 Inches high(559 mm D A Handrails fe stairways shag be continuous for the furl length of the fight,from a point directly above 2 Installation, alteration a repairs of pl irhbinsg a mechanical systems are exempt from the requirements wide by 762 mm WA Where thhe access is boated h a calling,mi imum unobstructed headroom In the y�� �� R302.11.1 Freblocking materials. 83026 Dwefng-garage fie separati n. the top riser of the fight to a point drecty above the lowest riser of the fight. Handrail ends shag be of thins section atti space stag be 30 Inches 1762 m )at some point above the access measured verticay from the 7'T Except as provided h Section 830211 hem 4, fireblocking shag consist of the folowhg materials, '� garage shatl be separated as required by Table R302.6 Openings h Owego wall shag comply with returned or shag termiate In newel posts a safety termials.Hand'a]s adjacent to a wall shag have a bottom of calling framing members. See Section LMM.13 ¢�� (rO�� 1 Two-inch(51 mail nomial Amber. Section 83028 Attachment of gypsum board shag comply with Table 87023.5, Thhe wall separation space of riot less than 1 V2 inches (38 mm) between the wall and the handraas. R315,3 Location '� 2 Two thicknesses of 1-inch(25.4 mal nominal lmber with broken lap joints. provisions of Table R302.6 shat rot appy to garage waft that are perpendicular to the adjacent Exceptions: Carbon monoxide alarms h dweing urrts s�fhal be installed outside of each separate steeping area in the R905.12 Ice barriers 3. Ona thickness of 23/32-inch(18.3 aril wood structural panels with fonts backed by 23/32-Inch �y,�g unit wag 1 Hand'ais shall be permitted to be interrupted by a newel post at the tun Immediate vici ity of the bedrooms. Where a fueHbuming appliance is located within a bedroom or its mr * (18.3 aril)wood structural panels. 2 Thhe use of a volute,turnout,starting easing or starting newel shag be &lowed over thhe lowest tread attached bathroom,a carbon monoxide alarm shah be Instaled within thhe bedroom h arews where there has been a history of los forming along the eaves causing a bwcicup of water as 4. One thickntess of 3/4 -inch(19.1 mm)particleboard with joints backed by 3/4 -Inch(19.1 mm) SECTION 8310 EMERGENCY ESCAPE APD RESCUE OPENINGS designated in Table R30120), an ice barrier shag be instaled for asphalt shingles,metal roof shingles, particle-board mineral surfaced roll roofing, slate and slate-type shingles,wood aWdes and wood shakes The ice R3tt7.6.3 Grp-size. 8315.4 Comnt>ietion alarms. `�' 5. One-hahf=nch(12.7 mail gypsum board barrier shag consist of not fewer than two layers of underiayment cemented together,or a self-adhering 6.Ora-quarter-inch(6.4 mm)cement-based mlboerd 8310.1 Emergency escape and restxue opening required Basements,hebltetbte attics&rad every sleeping Requited harxtails shag be of one of the folowhg types or provide equivalent grespabity. Combination carbon monoxide end smoke alarms steal b9 permitted to be used in feu of carbon .9� 0$6276 �� room shah have not less than ane operable emergency escape and rescue opening, Where basements 1 Type L Handrals with a circular cross section shag have an outside diameter of not less than 1 V4 monox� alarms. poyrner-modified bitumen sheet shall be used h place of normal undedayment and extend frau the 7.Batts or hblankets of mineral wool or glass fuer or other approved materials installed in such a lowest edges of al roof surfaces to a point not less than 24 inches(610 aril inside the exterior wall Oji Nr,'O- manner as to be sedxrey retched in place. contain ate a nae sleeping rooms, an emergency escape and resdxue opersirsg sinal be required h rscses (32 mm)end not Beater than 2 indches (51 rrrril.h the handrei is not crgxiar,h steal have a line of the bolding. On roofs with slope edulal to a greater than 8 orris vertical in 12 traits horizenteL 8.Ceklose Insulation Installed as tested in accordance with E 119 a UL 263,for the specific application. each sleeping room Emergency escape and rescue opertion shag open directly into s pubic way,a to perimeter dimer>st of not less than 4 inches(tha mal and riot greater than 6 V4 inches (160 aril R315S Power source. the ice barrier shaft also be applied not leas than 36 inches(914 man)measured along thhe roof slope e yard a coot that opens to a pubec way.Exception: Storm shehers and basements used only to watts a cross section of dimh9nsiors of not more than 2 V4 itches 157 mail.Edges stag have a radius of Carbon monoxide elamss shat receive than primary power from the txugdhg wing where siuch wring fs from the eave edge of the buiang 8302.1111 Batts or blankets of mieral a lass fiber.Batts a blanrkets of mhrairel or glass flier or other house mechanical equipment not exceeding a total floor area of 200 square feet (18.58 m). not less then 0.01 inch(025 mail. served from a commercial source ani,where primary power is Interrupted,shag receive power from a Exception: Detached access structures not cont 2 Type 1.Handrails with a perimeter greater than 6 V4 Inches (160 mrro shal have a graspable finger battery.Wring shag be permanent and without a disconecting switch other than thhose required fa air aim0 conditioned floor area• approved nonrigid materials shag be permitted fa cximpiance with thhe 1D-foot (3048 rum)horizontal R31D.11 Operational constraints end opening contrd devices Emergency escape and rescue openings recess area on both sides of the profile.The finger recess shaft begin wthin a distance of 3/4 Inch(19 overcurrent protection THS CERTIFIES THAT THESE PLANS WERE fineblocktng h web constructed using paralal rows of studs a staggered studs shag be operational from the Inside of the room without the use of keys, tools or special knowledge. aril measured vertically from thhe tallest portion of the profile and achieve a depth of not less than Exceptions: R90524.1 Wird resistance of asphalt shingles. PREPARED UNDER MY DIRECTION APD 83027112 Unfeced fiberglass Window opening control devices compyh0 with ASTM F 2090 shag be permitted for use on windows 5/16 Inch(8 mm) within 7/8 Inch(22 mail below the widest portion of the profile. This required depth 1 Carbon monoxide alarms shag be permitted to be battery operated where installed h buil ings without Asphalt shingles shag be tested h accadwnce with ASTM D 7158. Asphalt shingles shall meet the SUPERVISION AND TO TH= BEST OF MY serving as a required emergency escape and rescue opening shut continue fa not less than 3/8 inch(1D mril to a level that is not less than 1 3/4 inchtes (45 rail commercial power. classification requirements of Table R905.24.1 fa thhe appropriate uitinate design wind speed Asphalt KNOWLEDGE, BELEF AND PROFESSIONAL Unfaced fiberglass batt insulation used as frebbdking shag fil the entire cross section of the wall cavity shingle packaging sial bear a label to In icate compliance with ASTM D 7158 and)the requred JUDGEMENT COMPLY WITH THE LATEST to a hall t of not less than 16 inches (406 mm)me asued vertic Where below the tallest (32 m i the of m The width / the handrail above the recess ve r not less 2 Carbon monoxide alarms installed h accordance whin Section 831522 classhflcation h Table R9052-4.1 the sc of ASTM D 71% shat be tested and labeled to In icate grin °air• ppung,conduct a smiar 83102 Emergency escape and rescue operwhgs. than 1 V4 inches (32 mail and not more flan 23/4 inches C70 mvn).Edges shat have a radius of rat °� PROVISIONS OF THE NEW YORK STATE obstructions are encountered the nsulation stat be packed tightly around thhe obstruction �g�y escape and rescue openings shag have mininxrn dimensions as specified in this section less than 0.01 Inch(0.25 aril. complance with ASTM D 3161 and the required classification h Table 890524.1 SECTICNN R3TT t.1N1=0RM FRE PREVENTION, BUILDING CODE Loose113 Loose-fir roe ial s material 831021 Minimum opening area. 83tt7.8.4 Exterior plastic composite handrails. Plastic composite exterior hanctah shag copy with the PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGANST DECAY SECTION Bove- ro TANKS APD THE NEW YORK STATE ENERGY Loose-fir rouiation material shwp rot be used as a ilrebbdx unless spec'dicaly tasted rs the form wind Ener and esc M22012 Above-ground tanlcs. CONSERVATION CONSTRUCTION CODE. manner Intended fa use to demonstrate hs abity to remain In place and to retard the g�Y ape rescue open ngs shat have a net dear opening of not less then 5.7 square requirements of Section 11507,3 8317.1 Location required The maxinm amount of fuel oil stored above ound or aside of a binding shag be 660 gone (2498 and hot gases. spread of tie feet (0.530 m).The net dear opeuning dimerisiore required by this section shag be obtained by the Protection of wood and wood-based products from decay shag be provided In the fobwing locations gr � normal operation of the emergency escape and rescue opening from the Inside. The net clear height 8311.8 Ramps. by thhe use of naturally durable wood a wood that Is preservative-treated in accordance with AWPA E The supply tarok shat f f supported on rigid ce or ater le suppab to prevent setting a shifting opening shag be not less than 24 hoes (610 aril and the not clear width shag be not less than 20 R3n8,1 Maximm supe. Ui for the species,product,preservative and end use.Preservatives shag be isted h SecfiDn 4 of qua ti fes The storage of fuel oil,2498 fa space p water heating above ground a inside buldngs in D RAW i N G R302.112 Freblockrp Integrity. Inches(508 mm) Ramps serving the egress door required by Section 83112 shat have a supe of rot more than 1 unit AWPA Ul quantities exceeding 880 Batons (2496 U steel drorrply with NEPA 31 The hteg* of fire-bbdcs shag be maintained Exceptiorc Grade floor a below grade openings shat have a net clear opening of ntot less than 5 vertical h 12 units horizontal(8.3-percent slope). Ali other rasps shag have a maximum slope of 1 u it 1 Wood joists a the bottom of a wood structtrail floor when closer then 18 Inches (457 mN or wood CODE NOTES R302.12 Draftstopping square feet (0.465 m). vertical h 8 u nits horizontal(125 percent). girders when closer than 12 Inches(305 min)to the exposed ground h crawl spaces or unexcavated Supply t les fo within buildings Exceptorc Where it is technically infeasible to comply because of site constraints,ramps shall have a area located within the periphery of the bolding fou elation Sappy tams fa use iakde of a udings shah lot of such size and shape to pewit hstbe pin end h combusti>le constrtrtion where there b usable spade both above and below the corhcealed apace of removal frau dwellings as whole urns.Soppy tanlcs larger than 10 gallons (38 U shat be placed riot a floor dieing assembly,draftstops shag be installed so that the area of the concealed space does nsot 831022 Window all height' slope of not more than 1 vertical in 8 units horizontal 2 Wood training members that rest on concrete a masonry exterior fodndaton wags and are leas than less then 5 feet (1524 mm)from any fie or flame either within or external to arty tutel-bunhg appliance. exceed 1,000 square feet (929 m).Draftstoppng shag divide the concealed space Into approximately Where a window is provided as the emergency escape and!rescue opening,h shat have a sill height of 8 Inches (203 mrW from the BACK TO TO exposed ground equal areas Where the assdembly Is enclosed by a floor membrana above and a ceing membrane not more than 44 Inches(7118 tail above the floor;where thhe sir height is below gradde,h shag be R311.8.2 Landings required 3.Sits and sleepers on a concrete a masonry slab that is h drect contact with the grond unless M22OV-2 Outside above-grand tanks. below,draftstoppng shall be provided in fba-ceing assemblies under the flowing cicrnstances: provided with a window well ii accordance with Section There shall be a floor a lancing at the top and bottom of each ramp,where doss open onto ramps, separated from such slab by an impervious moisture barrier. 1 Calling Is suspended under the floor framing and where ramps change directions The width of the lending perpendicular to the ramp slope shag be 4. The ends of wood girders entering exterior masonry a concrete wags hhaving clearances of less than Tanks installed outside above grand aheg fr a to we h 5 feet om p mm from an edM220 property 831023 Wrxiow wens. not less than 36 inches (914 mhrN. / isdch(12.7 inial on tops, sides end ends. he. Such tanks steal be suitably protected frau flee weather and from physical damage. M22013 2 Floor framrhg is constructed of truss-type open-iveb a perforated rnerrnbers. The horizontal area of the widow wet shag be not less than 9 sdubare feet(0.9 m),with a horizontal 5. Wood string, sheathing an>d wall framing on the exterior of a b uidng having a clearance of less than Undergroud tars R302.121 Materials, projection andd width of not less than 36 inches(914 aril. The area of the window well shag alow the R3TL8.3 Handtais required 6 hi c as (152 mail from the grand or less than 2 inches (51 mN measured vertically from concrete SECTION M1502 Draftstopping materials shat be not less than V2-insh (127 min)gypsum board 3/8-Inch(9S min) emergency escape and rescue opening to be fully opened. Handrails stet be provided on ntot less than ane side of ran" exceedng a slope of oe unit vertical In steps,porch slabs,patio slabs and simlar horizontal surfaces exposed to thhe weather. PROJECT: wood structural panels a other approved materials adequately supported Draffstoppng shag be installed Exceptiorc The ladder a steps required by Section R3102.3,1 shag be perrritted to encroach not more 12 urits horizontal(8.33- percent slopel 6. Wood structural members supporting moisture-pemnsi" floors a roofs that are exposed to the C 1502-1 S DRYER Da1AUlST pwre191 to the floe framing members unless otherw@ore approved by the building official . The integrity of than 6 Inches (152 rail into the required dimensions of thhe window wet weather,such as concrete a masorry slabs,unless separated from such floors or roofs by an Clothes General SECTICNN R312 GUARDS AND WWOW FALL PROTECTION Impervious moisture barrier. Clothes dryers shat be exhausted h accordance with the manufacturers rotructons. Roberts P re m'e r the draftstops shal be maintaied 1131023.1 Ladder and steps 7. Wood furring strips or other wood framing members attached ddrecty to the iiteror of exterior window wells with a vertical depth greater than 44 Inches (TM mrN shag be equipped with a 8312,1 Guards. masonry well a concrete walls below grade except where an approved vapor retarder is applied ME022 h ust syste exhaust a Ind rtes. D ev e I o p e m e n t L L C 8302.13 Fre protection of floors. Dryer exhaust systems ahei be independent of al other systems and sinal corwey lithe moisture to tune Floor assemblies that are not required elsewhere in this code to be fre-resistance rated,shag be permarenty affixed laddder or steps usable with the widow in the fWy open position Ladders or steps Guardds shall be provided h accordance with Sections R312.11 between the wall andd the furring strips a framing members. required by this section shall not be reduured to comply with Sections R3117 Ladders or rungs shag outdoors. provided with a V2 -finch(T2.7 mN gypsum wallboard membrane,5/8 -inch(18 mnil wood struchral have en roide width of riot less than t2 iriohses(305 aril,shill project mgt less than 3 inches 178 min) 8312.11 Where required 84013 Drainage. Exception: This section sinal not appy to listed end Iwbeled dendensshg(ductless) clothes dryers panel membrane,a equivalent on the underside of the floor framing member. Penetrations or openings Surface drains shag be diverted to a storm sewer cone ance a other gved of cotection 350 Jockey Creek Dr from the wall and shag be spaced not more than 18 inches(457 rim)am center vertically for the full Guards sial be located along open-sided waging surfaces,includng stars,ramps and landings, that are Y aper p fa ducts,vents,electrbel ouflets,lighting,devices,inheres,wires,speakers,deroge,piping and similar that does riot create a hazard Lots ahetl be graded to drain surface water away from fourdatbn walls. M5023 Duct termination Southold NY 11971 openings a penetrations shat be permitted height of the window wel. located more than 30 Inches V62 m )measured vertically to the floor or grade below at any point The grade shag fall a minimum of 6 inches (152 mail within the first 10 feet (3048 mail. Exhaust ducts shag terminate on the outside of the building.Exhaust duct temwations shag be h � within er inches 1914 rah)horizontally to the edge of the open side. insect screersimg sinal not be Exception:Where lot lines,walls, slopes a other phiysical barriers prohibit 6 Inches(152 mm)of fall accordance with the dryer manufacturers Installation instructions. h the manufacturer?s instructions do 831dow ills shae. exmsiderged as a guard. 1 Floor assemhbfes located directly over a space protected by an eutomatio sprirkbr system rte within 10 feet (3048 mm),drains a swages steel be cor>structed to ensure drainage away from the riot specify a temrination bcatiorL thio exhaust duct shag terminate not less then 3 feet 1914 min) h any accordance with Section P2904,NFPA 13D,or other approved equivalent sprirw system window welts shag be designed fa proper n appro by ccrr ativ g to the txugging's foundation darage 2 Fbe assembles located dinecty over a crawl space riot intended to steeps afief-fired system required by Section 8405.1 a by en approved ahemative method. R3Y2.12 Height. structure.rnpervious surfaces within 1D feet (3048 ming of the txuldnp foundation shat be stoped a direction from openings into btildngs.Exhaust duct terrririatiais shah be equipped with a backdraft DATE 3�9�26 appliances. Exception A drainage system for wrdbw wells is nsot regired where the foundation is on wehdtained Required gurards at open-sided waking surfaces,hduding stare,porches,balconies or landings.shag be miimurn of 2 percent away from the building damper.Screens shag not be Installed at the duct termination 3. Portions of floor essdemblies shat be sot a sardgravdei mixture sols h akxedance with the United Sof Classification Systdem,Group I sols, not less then 36 hdhes(914 aril in hheight as measured vertically above the adjacent walkir>p surface SECTION W11503 PROJECT N0. 191034-Roberts permitted to be uprotected where crompyhg with the follow nq as detailed h Table R405.1 or thhe line connecting the leafing edges of the treads R4D4.16 HEIGHT ABOVE FgJSHED GRADE 3.1 The aggregate area of the uprotected portions does riot exceed 80 square feet (7.4 m)per Concrete and masonry foundation walls shag extend above thhe fi fished grade adjacent to the RANGE WOODS story 32 Firet>locking h accordance whin Section 8302.11'1 is installed a1 tine foundation at al points a mrrnwmh of 4 fiches (102 art)whore masary veneer is used end a rrinlrthum W1S03.1 General ong perimeter of tine R31D.4 Bars,grilles,covers end screens. 1 Guards on the open sides of stars shag have a height not less than 34 inches 1864 aril measured DRAWN BY M Bars,grilles, covers, screens a similar devices are permitted to be placed over ernergency escape and vertically tram a ie connecting the leading edges of the treads. of 6 Inches(152 rani)elsewhere. Range hoods shag discarge to the outdoors through a duct,The duct serving the hood shag have a uprotected portion to separate the unprotected porton from the remainder of the floor assembly. smooth interior surface,shag be at tight,shag be equipped with a backdraft damper and shag be CHECK BY. MS g hue greater than rescue operrngs,bulkhead enclosures,or window wags itset serve suet opdernisgs,provided that fle 2 Whhere the top of the guard serves as a terxtag on the open sides of stars fine top of the guard 404.17 BACdCFg L PLACEWENT. Y . . 4. Wood floor assembles usin dimension lmber or structural c o posite lmber e I to a I dependent of all otter exhausts stems. Ducts sery ra hoods shag not terminate h an attic or i;_ . l , - , i 2-inci by M-inch(50.8 mm by 254 aril nominal dimension,a other approved floor assemblies m>rrmxrrh net dear opening size Comptes whin Sections 8310.11 ,end such devbes sinal be releasable steel be not less then 34 inches 1864 mYmil end rnot mwre than 38 fiches(�5 mina)es measured bulding. or removable from the inside without the use of a key,toot special knowledge a face greater than vertically from a the connecting the leading edges of the treads. Beckfi sinal not be placed ageunst the well tnti the wag hes suffoient strer�th and hes beers anchored space a areas inside the j _ _ � demonstrathp tequiveient fire performance. that reduured to the normal operation of the escape end rescue opening to the floor above,a has been sufficiently txaced to prevent damage by thio bedkflL Exception Where rotated in aCCOrdartC9 with the manufeciurers rotructions,and where mecherrcai a ;`r_ - , ' DWG NO. SECTION 8303 LIGHT,VENTILATION AND FfATgNG 8312.13 Opersitg initations, natural ventilation is otherwise provided fisted end labeled ductless range hoods shat not be required to ,, ! } ;� SECTION 8311 MEANS OF EGRESS R ed ds sinal not have openings from the we ' surface to the r ted rd t that SECTION 8406 FOUPDATION WATERPROOFING APD DAWPPROOFING discharge to the outdoors � 9� kin 9� hefgh 83038303.1 Habitable rooms. slow passage of a sphere 4 inches (102 mril In diameter. U L ZOZ� i .tbH rooms sham have an aggregate glazing andira of not less then 8 percent of the floor area of R31t1 Means of egress. Exceptions: R406.1 Concrete and masonry foundation dampproofng i i Dweir>gs shag be provided with a means of egress In accordance with this seotbn The means of 1 The triangular opdenirgs at the open side of star, formed by the riser,tread and bottom rag of a Except where required by Section R4062 to be waterproofed __._� 0 such rooms Natural ventilation shag be through windows,skylghts,doors,louvers or other approved _'____ - - _.___.,__.._, openrhgs to the outdoor air. Such openings shag be provided with ready access a shag otherwise be egress sham providde a conti sous and unobstructed path of vertical and horizontal egress travel tram al guard,shal not abw passage of a sphere 6 inches ('S3 mril in diameter. foundation wags ghat retain earth and der>dose Interior spaces and toes below grade shat be NTI0223(840223)Eave Baffle• . readily s to the le td the budding openings Tfe a provide area to the acceors sinal be rot less than Dations of the dwellng to the required egress door without requiring travel through a garage. The 2 Guardds on the open side of stars shat not have openigs that allow passage of a sphere 4 3/8 dampproofed from the hig er of(a) the top of the footing a(b)6 inches (152 mm)below the top of Fa ar-pemeable insulations h vented attics,a baffle shat be Installed adjacent to soffit anxd eave ' 4 percent of the floor area ventilated required egress door shag open directly into a public way a to a yard a court that opens to a public Inches OTi mail in diameter, the basement }bort to the finished grade. Masonry web shat have not less than/inch(9.5 nvril vents. Baffl9s shat rrairstais an opening equal a greater then the size of flee vent.The baffl9 sinal f "_',f _.__._ ..._.. being way portland cement parghg applied to the exterior of the wag The parghg shag be dampproofed in extend over the top of the attic roulation. Thhe baffle shag be pemhitted to be any sold materiel 8312.14 Exterior posfio composite guards. adxordance with one of the hollowing: . _ �� W SCALE SHT. N0. Ebxgeptbrc t B'iturnirous coating NTIDt14 dR4ot3) Certifbate tMarddatgxy). AS NOTED 83112 Egress door. plastic composite exterior guards steal ccmhpy with the reduirements of Becton 8317.4 2 Thee ponds per square yard(163 kg/m)of acrylic modified dement. A per anent certificate shat be c 1 The dazed areas need not be optenwble where tike opening is not required by Seciion 8310 and a ompleted by the budder a registered design professionei and post9d whole-house mechanical ventilation system is instalkd h accordance with Section M1507 Not less than one egress door shag be provided for each dwoft unit.The egress door shag be • .• •• • • . ._. •• siiefingeli and shag provide a clear width of not less than 32 hdhes (813 mrn) where measured rY1}f Y�y rrt��fi/ �,n�{�... ��5� - '��� �t•-++a� !•'' ,.. r�L� .�ef. s c' Luis Portal 350 Jockey Creek Drive,Southold 1000-70-5-52 10/7/20 f � l A a� � .C• J'� � r y. ,a, ` � �' �� s��,,� � ;� y'���,4 1 � '.��y`�` ,(ti � .� rte ���i P � �svf��✓ �tP 1;, ���tz✓" ,,�a ,.. �� (s ° g.t I����,i._? ..`r._�-' ,�' - �9r�, GIiF mm } A �' 4'. •' ` f _ ,r .i,1 i �ti��:, ��\^�: �! t'. .7"�r+ Y�. �:f_ 1 •7/r'� .r` r ""si�. r_. � + --i. �. _'C. � � r'�. f+tT. �A ^�'. �S r . ,\. ,1� 'a r. ►'Y�� _ `� ;r`.�. � i. � - -.j..� i�, .� j `� 9�'+ _ , �' ✓ '' ` . / �'� f - 1 �� i,tl�-).if `.��4� / - _ �. .._~ ,'1 `} _. .'�.lr'- .- `_ ���\ I ►,�' s��"� v �l \� ' '1711 �I, ? � �, +/• \�`. N '-,��. f f _ 0.2 0 10 7, 12 1 • ti CA � d � � a.a i � w � S r +w - VAI JAM $ 9 i �,46 /y M 771 ski y-` io. a , k s Mkll ✓ s � ma=r al ,,.v "NEW p VA '!ilk t �' ,,. ►, �..5' t � Y9a �„q$` "''' � � a .. ,AIJ ,Z �' �� ,r, M� '�r fir..,+t yjp• � ,� - ��� � � �t`�,'�� �� '4 k<as, y, � r r Nei xi �!✓���� � ati: s �� yam° � �` ''*w '� Tt", ��� �, „ Jrf,,, °%� �rr �'�sv x�,e_�a.„Z✓ £ t•�"¢.; t�:r i ti Y Yy`.' y ../� w r�.�` r��tN ����i�' ''4" y�, ..�.... / ✓F All, %(„ ,� E, �~ 4r�� ^r�" �*"y'V :l Y tt 1 x, A k R i A�ll141 a C� CI� I � �S II (fold#2) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVISION OF ENVIRONMENTAL PERMITS NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook NY 11790 DAVID ROBERTS 3 SANDIE LANE MANORVILLE,NY 11949 (fold#1)—staple here NOTICE OF RECEIPT OF APPLICATION The Division of Environmental Permits has received the application referenced below. The material submitted is being reviewed by staff,and you will be advised in writing regarding the department's findings. In all future communications,please refer to the Application ID number. Application 1D: 1-4738-04754/00001 Date Received: June 29,2020 Applicant: DAVID ROBERTS Facility: ROBERTS PROPERTY Descnption: NEW SFD ETC DEC Contact: TOREY K KOURIL COUNTY OF SUFFOLK u STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L. TOMARKEN, MD,MPH, MBA,MSW Commissioner PERMIT CONDITIONS Health Services Reference SCTM# The attached plan, when duly signed by a representative of the Department, in conjunction with these conditions.. constitutes a permit to construct a sewage disposal and/or water supply for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must be in conformance with the approved plan(s), as well as applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of ensuring thatthe construction is performed in conformance with applicable standards. Issuance of this permit shall in no way relieve the licensed design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification to the approved design requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the Department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in the Instructions to Update an Existing Permit for Single Family Residences (Form WWM-104). It is the applicant's responsibility to ensure that the Department is contacted in advance to arrange for inspections of all components of the sewage disposal and/or water supply facilities prior to backfilling or using. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The Department must be notified by 4:00 pm one business day prior to the date of the requested inspection by calling 631-852-5754. Also, excavation/soil inspections must be confirmed by calling 631-852-5700 between 8:30 am and 9:30 am on the morning of the requested inspection. Article VII of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of sanitary systems within Suffolk County shall possess a valid Liquid Waste license,from the Suffolk County Off ce of Consumer Affairs (631)'853-4600. This office will not perform inspections for contractors that do not possess a valid Liquid Waste license. It is, therefore, in your best interest to utilize a sanitary system contractor with the proper license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. SEE REVERSE FOR CONDITIONS FOR OBTAINING FINAL APPROVAL WWM-058 (Rev. 08/17) Page 1 of 2 *0 HD Ref. #: SCTM #: CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT: As a condition of this permit to construct, the following items must be completed as a minimum,prior to building occupancy or use of the sewage disposal system or water supply facilities. For further information, refer to Instructions for Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences (Form WWV-041). INSPECTIONS REQUIRED - For all inspections call 631-852-5754 to request an inspection by 4:00 pm, one business day prior to the requested inspection day. Excavation Inspection(s) by the Office of Wastewater Management prior to installation of any leaching structures to determine acceptability of soils. After requesting, confirm the inspection by calling 631-852- 5700 between 8:30 am and 9:30 am on the morning of the requested inspection. Excavation Inspections are not performed on Fridays. ❑ Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/ sewage treatment system. ❑ Satisfactory inspection by Office of Wastewater Management of the water supply for the accessory building(s). ❑ Satisfactory inspection by Office of Wastewater Management of the water supply system. ❑ Satisfactory inspection by Office of Wastewater Management of the sanitary system retaining wall. ❑ Check with local Building Dept. to verify if a building permit is required for the installation of an I/A OWTS (e.g. electric permit). DOCUMENTS REQUIRED: ❑ Four(4)prints of an As-Built plan (See instructions Foran WWM-041) ❑ "Tap letter" or equivalent from water district indicating approval of the public water supply Certification from the licensed sewage disposal system installer(Form WWM-078) ❑ "S-9 form" from Suffolk County Department of Public Works, including field sketch (SCDPW) ❑ Sewer district approval of sewer line installation (for other than SCDPW districts) ❑ Well drillers report ❑ Water analysis by a NYS certified laboratory (performed within one year) ❑ Certification of Sewage Disposal System Abandonment(Form WWM-080) ❑ Signed copy of the Operations & Maintenance Contract for the I/A OWTS ❑ Completed Application to Register an I/A OWTS (Form WWM-304) ❑ Design Professionals Certification of Constructed Works (Form WWM-073) for: ❑ Sewer lines and sewage collection system (for public sewer system) ❑ Retaining wall(s) installed as part of the sewage disposal system ❑ Sewage pump station/valve chamber(other than I/A OWTS) ❑ Sub-surface sewage disposal system (other than I/A OWTS) ❑ I/A OWTS and all related components ❑ Water supply system ❑ Abandonment of Pre-existing sewage disposal system and/or water supply components ❑ Leaching structure(s)/system and all related components ❑ Other: ❑ Other: Copies of all forms are available from the Department or at www.suffoUountvnv.,9ov/health under"Documents and Forms" WWM-058 (Rev. 08/17) Page 2 of 2 18-0380P 10/17KK J —_— SEE SEG nQ m3 M1--__-- � , .. �+ w,i •� —T_— :. ut+36 - ._ _. _ ANKH Al ' �p fid• `e M,=srttu rm. am a* �° f.wU $ Towo Ca 41 n � e 9 T ao ] z `-n� es w A.9 a .- o + ♦ J'"a m .e ,P �µvEs t+[trc �'"-� 3aaA(q e .. 4i•-A° �4+_' m '° •� O b aaa j / C fl21y 0 ..\ abs _ w samtan scHoo�wsrnar Ho.s e ` � '� 1' 7zA T !� a °' P bat• e / .� J ns,,, 6° w °j m _� a .. � \ e ��1: •--7 62 d z l 10 2M2z DI p`' r . , 'Q+' u 3I sm 0°�elm0,0D 1.6A(q noflv '� 'fl6 • w _`� / ` 119 1410 ,lf] ,112 1111 . 2A � " / ��\ " Z 16_ 1]_ 16 11A(q 11A(q 111yq l.wq 1.oA(q 1l{ za2 ; 1♦ w 1 • 1] u ' `` w 791 i GtEEK 1 o0. 1..�r.�J:' � y i Y' ra z 6 52 ° 10 11 12T t3 M is M t] 10211 © " f� 1�,i� �, •1 T.f i 11Ald 11µq tOANq l TOYMIOF S0,I1,10[D 6 ++ ) •20 2+ k1 � 6 ♦ m +e', m i //�_.�"J '�S \._� / a °�, aaa w. T ♦ ++y°�d + �,s ,p.,'N�U" I Soun(a� .. s All1p O WA t � m tt � a. A5 . •� >P y i m 0 m II a g?r• " T tAyq L w 743 3] 3et We t�A(c t]ANt al + 2 mp Gam`.. s 714 30.2 s 171(1 tAAlc s ,a z �, Q M W_+'"•A'� �� �- nTA(q T JT 1 N • e SS " K + 1w Ti e m w l/ �• 6 1�NE " 3 41 e N 6+ a0 > `" ] 1A ?81 ,3 f TPT e Aep( t Z i m 9 ,A +M �91r 11q 159 1B i) 16 10 20m M a tAI{q ♦N ,O ppt+8 ]T1 fe A +2q m �,+ � 70 w - f0 . 6�A w � ' AZ 1 � ,i 2 ♦A b � m � � .Api- L 11 1V 161 SOLTTHa0 tt �-is31. N7 4A m.��y.,t°AK 1t i �. m �� �mN tt p 70 3e A 70 7S a A 1n �° tAA(AN c) - 3 is LTAp az a 'mi U N e3 R a, -,D 'n'E $ '• p ♦ - - y m � s e T g j i 5B se � st - 5a is � .e ,v� mm _�...— tw♦\_ �J� P.D. 70 A ' 4E1,RVIEW� AVE. �� O 00 N O1 mi A _ ss $ pN m °� 22 s aT A z6n o . dant TOWN oP f a n ze1 T6.1 ,.oA(U R az.t z°z + do j---�_— �—uE p m+ sO ma1D w 3 9 w+m L ,,.,, ------ w..u. ——w— nww..w. --.-- NOTICE COUNTY OF SUFFOLK t� x ioNrT)1o�o sEcr,a+No E _- --�— (-1) ,� O � --� — ��--�-- wN.reAnx�,.AnwrTwAwAoa Real Property Tax Service Agency y E �� w w�v�sdwalrn ra�b c..+.r wrFm..e.nvllw, °' °J0 070 N — ______ o.-... - yws�u. r�au1 nrAwsswx t A onwcr xo 100 A P (es Ol6 PROPERfY� OVliolae¢111ttww OFFICE LOCATION: �) MAILING ADDRESS: �� Town Hall Annex P.O. Box 1179 ��� .,„ o� 54375 State Route 25 } Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ir " Telephone: 631 765-1938 Southold, NY 11971 a„� � 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: October 22, 2020 Re: LWRP Coastal Consistency Review of LUIS PORTAL SCTM# 1000-70-5-52 Dave Roberts on behalf of LUIS PORTAL requests a Wetland Permit to construct a two-story wood framed dwelling with basement below and a first floor area of 1,955sq.ft., second floor 796sq.ft.; 60sq ft attached garage; 270sq,ft, front porch; 205sq.ft. rear porch; 960sq.ft. new asphalt driveway; new concrete ,paver walkways; and a new 1,250 gallon septic system. Located: 350 Jockey Creek Drive, Southold, SCTM# 1000-70-5-52 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the 'records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided the following is required to further Policy 6: 1. The installation of a I/A OWTS. 2. The creation of a vegetated buffer (non-turf) landward of the wetland line to help protect water quality. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney 4g+�FFOC�• -., Peter Young,Chairman Q Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 �► ` ` Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., October 7, 2020 the following recommendation was made: Moved by John Chandler, seconded by Peter Young, it was RESOLVED to SUPPORT the application of LUIS PORTAL for a proposed two-story wood framed residence with basement below area first floor 1,955 sf., 786 sf. second floor, attached garage 560 sf. front and rear porches, new asphalt driveway, new concrete paver walkways, and new 1,250 gallon septic system. Located: 350 Jockey Creek Drive, Southold. SCTM#70-5-52 Inspected by: Peter Young, John Chandler The CAC Supports the application with a 10'-15' non-turf buffer with native vegetation landward of the 75' wetland boundary, installation of drywells in a location further away from the wetlands, and an I/A system in the front yard. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President *0 SUUjTown Hall Annex Michael J.Domino,Vice-President ,`O ��� 54375 Route 25 79 John M. Bredeme er III P.O.Box 11 _ Y � � Southold, New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� a0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES {` TOWN OF SOUTHOLD TO: SOUTHOLD TOWN BUILDING DEPARTMENT J: JUL 2 8 RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQI, EMENTS 70.-,5_ SZ r�, ,�► SCTM#: FOAM-- Property Owner Name: Date Sent to Bldg. Dept: The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? 1 S Will any part of this application be considered-a,Demolition as described under Town Code? - COMMENTS: ignature of Reviewer Date tX� Glenn Goldsmith,PresidentTown Hall Annex Michael J.Domino,Vice-President 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski CA Telephone(631) 765-1892 Greg WilliamsI-Ulm Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application _1 Wetland Permit Application �' I Administrative Permit u JUL 7 2020 I Amendment/Transfer/Extension t- Received Application: 7-17.20' eceived Fee: $ Completed Application: Incomplete: SEQRA Classification: TypeI Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): �LWRP Consistency Ass ssme t Form Sent:��o CAC Referral Sent: 0.ai a'® _IdDate of Inspection: /J 7 Receipt of CAC Report: ry 13 Technical Review: J �,�q C_kow Public Hearing Held: O' g�L3 co Resolution: Owner(s)Legal Name of Property(as shown on Deed): Luis Portal Mailing Address: 51 South Bay Ave Eastport NY 11941 Phone Number: 631484-4078 J Suffolk County Tax Map Number: 1000 - 70-05-52 Property Location: 350 Jockey Creek Drive Southold NY 11971 South side of Jockey Creek Drive 313.39, East of NYS RTE 25 (If necessary,provide LILCO Pole#, distance to cross streets,and location) AGENT(If applicable): Dave Roberts Mailing Address: 3 Sandie Lane Manorville NY-13949 Phone Number: 631 905-4789 N-VLP0) ®TCU CCJj 10) l5lao Board of Trustees Appli,_ation GENERAL DATA Land Area(in square feet): 21,862 Sq. Ft Area Zoning: R40 Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions on property? Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s)on property have a valid Certificate of Occupancy? Yes X No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation: Project Description(use attachments if necessary): Proposed two story wood framed residence with basement below Area 1 st floor 1955 SF, 2nd floor 796 SF, Attached garage 560 SF Front porch 270 SF, Rear porch 205 SF New Asphalt driveway 960 SF New concretesver walkways, New 1,250 gallon septic system Board of Trustees Appli,..ation WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Proposed two story wood framed residence with basement below Area 1 st floor 1955 SF. 2nd floor 796 SF, Attached garage 560 SF Front porch 270 SF, Rear porch 205 SF, New Asphalt driveway 960 SF, New concrete paver walkways, New 1,250 gallon septic system Area of wetlands on lot: 2,210 square feet Percent coverage of lot: 9.7 % Closest distance between nearest existing structure and upland edge of wetlands:0' feet Closest distance between nearest proposed structure and upland edge of wetlands: 88.8' feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 550 cubic yards How much material will be filled? 0 cubic yards Depth of which material will b remove or deposited: 7 feet Proposed slope throughout the area of operations: existing slope to be maintained Manner in which material will be removed or deposited: Removal of fill offsite by 10 wheeler dump trucks Statement of the effect,if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): None Board of Trustees Appli—tion COASTAL EROSION APPLICATION DATA Purposes of proposed activity: Proposed two story wood framed residence with basement below Area 1 st floor 1955 SF. 2nd floor 796 SF, Attached garage 560 SF Front porch 270 SF, Rear porch 205 SF, New Asphalt driveway 960 SF, New concrete paver walkways, New 1,250 gallon septic system Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes,how much material will be excavated? 550 (cubic yards) How much material will be filled? 0 (cubic yards) Manner in which material will be removed or deposited: Removal of fill offsite by 10 wheeler dump trucks Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) None 61Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: 350 Jockey Creek Drive, Southold NY 11971 Project Location(describe,and attach a location map): South side of Jockey Creek Drive 313.39' East of NYS RTE 25 Brief Description of Proposed Action: Proposed two story wood framed residence with basement below Area 1st floor 1955 SF, 2nd floor 796 SF, Attached garage 560 SF Front porch 270 SF, Rear porch 205 SF, New Asphalt driveway 960 SF, New concrete paver walkways, New 1,250 gallon septic system Name of Applicant or Sponsor: Telephone: 631 905-4789 Dave Roberts E-Mail: david@djcustomhomes.com Address: 3 Sandie Lane City/PO: State: Zip Code: Manorville NY 11949 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 7ME] may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ,�., IR I 3.a.Total acreage of the site of the proposed action? .5_acres b.Total acreage to be physically disturbed? .15 —acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •5 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial MResidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Paae I of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ Q ❑ b.Consistent with the adopted comprehensive plan? ❑ Q El 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Fv--', ❑ S. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES U ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe desi n features and technologies ❑ ❑ WIII meet or exceed the current energy code requirements 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: new public water connectionIx —1 EJ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment. 1-V-1 new onsite 1,250 gal se tp i system 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? M ❑ b.Is the proposed action located in an archeological sensitive area? F,-1 ❑ 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? rV-1F-1if Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline F-1 Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? FRI ❑ 16.is the project site located in the 100 year flood plain? NO YES TT X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ®NO EJYES ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO ®YES roof gu ers an own spou s to be connected o new on-site dryuvells Page 2 of 4 IS.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: jA JAI 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: _ 0 El I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRITE AND ACCURATE TO THE BEST OF MY KNOWLEDGE J Applicant/sponsor naDa Roberts Date: Signature: _. . Part 2-Impact Assessment. The Dead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate g small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? El 1:1 2. Will the proposed action result in a change in the use or intensity of use of land) El 3. Will the proposed action impair the character or quality of the existing community? (� 4. Will the proposed action have an impact on the environmental characteristics that caused the 1� 1 establishment of a Critical Environmental Area(CEA)? F] 5. Will the proposed action result in an adverse change in the existing level of traffic or 1:1affect existing infrastructure for mass transit,biking or walkway? El 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate (� o reasonably available energy conservation or renewable energy opportunities? U 7. Will the proposed action impact existing: a.public/private water supplies? _ b.public/private wastewater treatment utilities? E 0 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 t No,or Moderate € small to large impact impact may may occur occur �10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? ❑ Part 3-Determination of significance. The Tread Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information'and analysis above,and any supporting documentation, u that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) L___ PRINT Page 4 of 4 r APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM T Tow f Southold's Code of Ethics prohibits ions of teres on the of to n off cer d e to ees, u se of this force is t rovid iriforinat` n which stn alert the town of possible conflicts of interest and lowit to to a whatever action is necessary_to avoid same. YOURNAME: Roberts, Dave (Last name,first name,.gniddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building X Variance Trustee X Change of Zone Coastal Erosion X Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling;parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business ntteresL"Business,interest"means a business, including a partnership,in which the hip" officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agi�nt/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of Signature Print Name ave Roberts a Form TS 1 Board of Trustees Appli+ ion AUTHORIZATION (Where the applicant is not the owner) I/We, 411 J el. Ca_ft7P-Z �— / �✓ ��� z owners of the property identified as S CTM# 1000- ©O D` 2 D — 5 ' S D-in the town of ,.New York,hereby authorizes to act as my agent and handle all necessary work involved with the application process for permit(s),from the Southold Town Board of Trustees for this property. A • r r Pro erty Owner's Signature lFroperty Owner's Signature SWORN TO BEFORE ME THIS . A YC C DAY OF 3 CAA ,20 �O NotaYy Public KELLY PAGE-GORYCKI Notary Public-State of New York No.01PA6306634 Qualified in Suffolk County My Commission Exp.06/23/N;;, Board of Trustees Appli .ion AFFIDAVIT L U ,� �^ �'►rr-1, c'���"'ca BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED,BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD-OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION.WITH_THISAPPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES,TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR'COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property-Owner ignature of Property Owner X1 SWORN,TO BEFORE ME THIS '�?J DAY OF_ n )I W ,20,QO lock, � - KELLY PAGE-GORYCKI NoiarRubfic Notary Public-State of New York No.01PA6306634 Qualified in Suffolk County My Commission Exp.06/23/20a;), APPLICANUAGENTIREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Scruthaid's Code of E#hics prohibits conflicts of interest on the hart of town off leers and emplavees The lsurpose of this form i rovide i urination w ich can alert a town of �bfe ca frets of mtere t and all w it to take whatever action�s necessary to avoid same. YOUR NAME: S (Last name,first nam ,rpiddle initis, less you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion /approval of plat Mooring Exemption from plat or official map __ Planning Other (If"Other",name the activity.) Do you personally(or throughyour company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? 'Relationship`'includes by blood,marriage,or business interest,"Business interest''means a business, including a partnership;in which the town officer or.emplayce'has even a partial ownership of(or employment by)a carporation in which the town-officer or dinployce,owns,more than 5%of the shares. YES NO x If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A}the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 'a 3 day of To f-,y 20 Signature — Print Name J Form TS 1 APPLICANUAGENUREPRESENTA'ITW TRANSACTIONAL RIS,... RE FORM The Town of Southold's Code of Ethics psohibiis conflicts of interest-oe Hart of town officers and emnlovees.The ourvose of ibis form rs toprovidetinforination which can alert the town of possible conflicts of interest and allow it to tale whatever action is necessary to avoid_ same. y� YOUR NAME: �(aLaszt ����-t-^ � ! � � tname, irst name,#fiddle mitral,unless you are applying m the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building _�__ Variance Trustee Change of Zone Coastal Erosion - Approval of plat Mooring Exemption from plat or official map Planning Other } (If"Other",name the activity.) Do you personally(or through-your company,spouse,sibling,parent,or child)have a relationship with any officer`or employee of the Town of Southold?""Relationship''includes by blood; marriage,or business interest."Business interest"means a business, "including a•partnership;in which the'town officeror�employee has even a partial ownership of(or employment by)`a corporation imwhich'the town officer or employee owos'morc.than,5%of the,shares. YES ---—= NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or_position of that person Describe the relationship between yourself(the.applicant/agcntlrepresentative)and the town officer or employee.Either check the appropriate line A)through D)andJor describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than -5% the-slimes of the corporate stock of the applicant (when the'applicant is a eorpor'ation); B)the.legal or-beneficial otivner of any interest,in a non-corporate entity(when the applicant;is not a corporation);. G)an officer director,-partner;or emp gyee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONS141P- Submitted th' _day of 20j" Signature Print Nam Form TS 1 APPLICANTJAGENT/RE]PAESENT"ATIW TRANSACTIONAL DIS,CLOSURF,FORM The Town of Southold's Code ref Ethics nr+thibits conflicts of interest on the hart of town off�cets and emalovees The tsurt►of }�iis form is to provide information which¢an alert the toevn of rtosstble confliresLand allow it to take whatever action rs nece°ssar roto avoid same. is YOUR.NAME. (Last name,first name,gdddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change ofZone Coastal Erosion Approval of plat _ Mooring Exemption from plat or official map Planning Other (If"Other=',name the activity.) Do you personally(orthrough your company,spouse,sibling,parent,or child)have a relationship with any officer or employccs of the Town of Southold? "Relationship includes by blood,marriage,or business interest-"Business interest:'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agcnt/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent;or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B}the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP r Submitted this �-� day of �G 21D Signature Print N e�G�i`SzA Form TS l Board of Trustees Appli�-a"tion AFFIDAVIT Luis Portal BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDG AND BELIEF,AND THAT ALL WORD WILL BE DONE IN THE'MANNER SET ORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD T OWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN O SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FRO 4 ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF AID PERM'IT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,j HEREBY ,.AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIV S,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH HIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER A HORIZE THE BOARD OF, TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WE LAND OR,COASTAL EROSION'PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner gn ature of Property Owner i SWORN TO BEFORE ME THIS /'0+ DAY OF Uj , 20, -?Q. p- rtar.'Pu lic KELLY AGE-GORYCKI � - Notary Public-State of New York No.01PA6306634 `, Qualified in Suffolk County My Commic sion Exp.06/23/20 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Luis Portal owners of the property identified as SCTM# 1000- 70-05-52 in the town of Southold New York,hereby authorizes Dave Roberts to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. ' Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS. ` DAY OF 20 �O _ C KELLY PAGE-GORYCKI r Public" Notary Public-State of New York Y No.01PA6306634 Qualified in Suffolk County My Commission Exp-06/23/202 a' Glenn Goldsmith,PresidentOp�fFQ�'Y�OG , Town Hall Annex Michael J.'Domino 4'�� y,� 54375 Route 25 John M.Bredemeyer III Cz z P.O.Box 1179 A.Nicholas Krupski ry Southold,NY 11971 Greg Williams �,�0 ap! c�' Telephone(631)765-1892 Fax'(631)765-6641 r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 15, 2020 Dave Roberts 3 Sandie Lane Manorville, NY 11949 Re: Board of Trustees Application of Luis Portal 350 Jockey Creek Drive, Southold SCTM# 1000-70-5-52 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to'be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, October 28, 2020 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. Truly Y rs Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President0 FFOI'�CD Town Hall Annex Michael J.Domino ,�°��� Gym 54375 Route 25 John M. Bredemeyer III y a P.O.Box 1179 A.Nicholas Krupski v- ^' Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESEDAY, OCTOBER 28, 2020 5:00PM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, October 28, 2020 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform on Wednesday, October-28, 2020 with the Regular Work Session beginning at 5:OOPM, and the Public Board Hearings beginning at 5:30PM. =:= The public will have access to view and listen to the meeting as it is:h-appening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 940 2754 3704 Password: 293823 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://wWw.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"-, go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click '�dn "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file PROOF OF MAI_LING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: lie STATE OF NEW'' COUNTY.CT'SUF OLK "residing at being duly'sworn, deposes and says that on the day of , 20=,deponent mailed a-true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses-set opposite there respective names;-that the addresses set opposite the names,of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post _ OfIice,at that said Notices were mailed to each of said persons by CERTIFIED MAH4RETURN RECEIPT. Sworn to before me this F Day of _—. 20 Notary Public PROOF OF MAILM OF NOTICE ATTACH CERTwIED MAIL RECEIPtS Nuns: Addims-, Cl--? 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Telephone(631)765 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD -------------------------------------------------------------- In the Matter of the Application of LUIS PORTAL COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NO T COMPLETE THIS FORM UNTIL A FTER POSTING REA1AINS IN PLA CE FOR A T LEAST SEVEN DA YS PRIOR TO THE PUBLIC HEARING DA TE I, Z 0 residing at/dba __5 (34/ 1-Y ........................ being duly sworn, pie pose and say: That on the Dd- day of JW 20 1 personally posted the property known as by placing the Board of Trustees official noliciii�, poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wetinvsday October 28 202010 Dated: .. ....... (sJ E r liie Sworn to before me this A121 day of0ctbec20,-r(_) COLLEEN BASS[Ty ........... .................................................. Notary Public NOTARY PUBLIC-STATE OF NEW YORK Noc 018,k6327938 a'"3"Ned in suffolk Co,ljnfy �Ay COMMJssion Expires jury 20,a oa NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: LUIS PORTAL SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a two-story wood framed dwelling with basement below and a first floor area of 1,955sq.ft., second floor 796sq.ft.; 560sq.ft. attached garage; 270sq.ft. front porch; 205sq.ft. rear porch; 960sq.ft. new asphalt driveway; new concrete paver walkways; and a new 1,250 gallon septic system. Located,, 350 Jockey Creek Drive, Southold. SCTM# 1000-70-5-52 TIME & DATE OF PUBLIC HEARING: Wednesday, October 28, 2020 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order.- Click on the name of the application to view the file. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS Name: Address: t STATE OF NEW YORK COUNTY OF SUFFOLK rJ 2�.bf!C -S ,residing at , �,� i�e c �C vi 11 Nim llgy 9 ,being duly sworn, deposes and says that on the J tp+-- day of S-L,► ,I , 20 a6 deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names;that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Ge VYI'.e r H(-)ri c It S , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this ty Day of L202 otar Public Christine Vaquis blowy Public-State of ke4 Vbjk' NO.01 VA6307026, Qlialifttd in Suffolk j Coaitanission Expirea I j • ® J • ra- Era , ep Certifiedtl Fee �7 O Extra Services&Fees ch ° $ O /-'s El Return Receipt(hardcopy�box,a${ ®•°'^'- O ❑Retum Receipt(electronic) $ ❑Certdied Mafl Restricted Delivery $ y'u•CeC� y� OStfnark ❑Adult Signature Required $ 0416 7. nr ❑Adult Signature Re!tncted Delivery$ t .IJJ / C3 Postage { n OTotal Postage an ��( + O Sent To ru O Street andApt.No. or PO Box I--- --------------------------------------- �eOU iee Er e eDzu •I is i..v ? cp Certlfied Mall Fee ,tie E3 $ 2.8 �• Sf J_.. O Extra Services&Fees(check bar,add to qp _rate) 06 O ❑Retum Receipt(hardcopy) $ [IRReturnReceipt(electronic) $ 0 �,�p,, M El Certified Mail Restricted Delivery $ Rl"" rT t � ❑Adult Signature Required $ g HH-ere z ❑Adult Signature Restricted Delivery$�����-y��` O Postage Q Total Postage and$p��120 s O Sent To 1 U �,,�,�.. � S O Stteetannd pt.1 - r— BoxlVo. --------------------------------------------- Crty, --- to, lP 4® - - -------- ----- ---------------------- L1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its 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- supuortang: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. 13. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 70 05 _ 52 -PROJECT NAME 350 Jockey Creek Drive, Southold NY 11971 The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. © Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: FRI Nature and extent of action: Proposed two story wood framed residence with basement below Area 1 st floor 1955 SF, 2nd floor 796 SF, Attached garage 560 SF Front porch 270 SF, Rear porch 205 SF, New Asphalt driveway 960 SF, New concrete paver walkways, New 1,250 gallon septic system Location of action:, 350 Jockey Creek Drive, Southold NY 1"1971 Site acreage: •5 Present land use: cleared vacant lane Present zoning classification: R40 Residential 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: Dave Roberts (b) Mailing address: 3 Sandie Lane Manorville NY 11949 (c) Telephone number:Area Code( 631905-4789 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes Q No 1^1 If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing,how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See EWRP Section III—Policies; Page 2 for evaluation criteria. Q Yes F] No E] Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See UM Section III—Policies Pages 3 through 6 for evaluation criteria F] Yes 1 No R Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWIP Section III—Policies Pages 6 through. 7 for evaluation criteria n Yes Q No F�71 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 S through 16 for evaluation criteria ❑ Yes ❑ Tho n)( Not Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LVVRP 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. ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LVVRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes []No Z 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 LNVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes El No FX] 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 LVVRP Section M—Policies; Pages 38 through 46 for evaluation criteria. El YeO No 1v I Not Applicable Attach additional sheets if necessary i WOREING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent eases in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for,evaluation criteria. ❑ Yes n 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 Beaters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. .Protect agricultural lands in the Town of Southold. See 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 LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Q Not Applicable PREPARED ]BY Dave Roberts TITLE— Agent DATE