The URL can be used to link to this page

Home My WebLink About47024-Z o�SUFfot,�coG Town of Southold 4/21/2023 y� P.O.Box 1179 o _ .t 53095 Main Rd y� aoN,r' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44036 Date: 4/21/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2400 Glenn Rd., Southold SCTM#: 473889 Sec/Block/Lot: 78.-2-41 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Perm t heretofore filed in this office dated 8/17/2021 pursuant to which Building Permit No. 47024 dated 10/25/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including second floor with balcony,to existing single family dwelling as applied for. The certificate is issued to Ienna,Anthony of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1123 3/6/2023 ELECTRICAL CERTIFICATE NO. 47024 12/11/2022 PLUMBERS CERTIFICATION DATED 3/1/2023 hilip wotkewizz A ze gnature TOWN OF SOUTHOLD ��oS�FFQR,�COoy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy SOUTHOLD, NY 'L 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#: 47024 Date: 10/25/2021 Permission is hereby granted to: lenna, Anthony 122 Nassau Blvd Garden City, NY 11530 To: Construct second floor addition to existing single family dwelling as applied for, and per SCHD & DEC approvals. At premises located at: 2400 Glenn Rd., Southold SCTM #473889 Sec/Block/Lot# 78.-2-41 Pursuant to application dated 8/17/2021 and approved by the Building Inspector. To expire on 4/26/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $773.20 CO-ADDITION TO DWELLING $50.00 Total: $823.20 Building Inspector O��pf SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviinONown.southold.ny.us Southold,NY 11971-0959 'QIyCOU ,�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anthony lenna Address: 2400 Glenn Rd city:Southold st: NY zip: 11971 Building Permit#: 47024 Section: 7$ Block: 2 Lot: 41 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: East County Electric License No: 64604ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 35 Ceiling Fixtures 3 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors rj Main Panel A/C Condenser Single Recpt Recessed Fixtures 32 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2Q 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Renovated Second Floor With Some HH's on First Floor Inspector Signature: Date: December 11, 2022 S. Devlin-Cert Electrical Compliance Form a wl Town Fall Annex x. . MAR 9 202JTele PW"(631)765-1802 54375 Main Road Faa�X31)765-9502 P.O.Box 1179 " IL01t,�G0EP . Southold,NY 11971-0959 01)NOW BUILDING DEPARTMENT, TOWN OF SO TTHOLD Cly T.IFICATI ® Date: v3 l o Z,3 BuildingPermit No. Ll y Owner: Ar\A-bon a:.E--n (Please print) Plumber: ' I i (Please print) I certify that the solder used in the water supply system contains less than 2/40 of 1% lead. (Plumbers Signature) Sworn to before,me this day of 20 2?i Notary Public SQA/lc. coLoy MICHAEL H. OLIVER -- --� - NOTARY PUBLIC,STATE OF NEW YORK Registration No.01OL6040065 Qualified in Suffolk County Commission Expires April 17,2026 '7- Cjl-flAl' TO NOF OUTHOLD BUILDING DEPT.- 765-1802 EPT.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ` ] ,INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL i ] FIREPLACE`& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �! - DATE I 12,-Z, INSPECTOR - OF 50Ulyo * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEClz ION [ /] FO NDATION 1 ST [ ROUGH PLBG. NDATION 2ND [ ] INSULATION/CAULKING MING /ST ®DDING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ��,1�D '' ► Y ` Q DATE a"] �01'� INSPECTOR 1 ho�aOF SOUIyO�o U` # * TOWN OF SOUTHOLD BUILDING DEPT. c-um, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: 6 I �✓ r�eA- a vi Win IQr Ntw . DATE M VIA10l'y INSPECTOR 23 [jit Ric",k�hard120Mato Architcc M . TaWN ® 80tj-r; n,, . P n IOWN OF SOUTHOLD 8411ding Department 54,375 Main Road $outhold, New York 11971 February 26, 2023 At: 2400 Glenn R®`ad Southold,N.Y: 1.1971 TM# 1000-782-41 T(r whom it may concern, I have visibly inspected the above mentioned residence with regard to the fr4ming and rough plumbing. And to the best of my professional ability the construction is in compliance with the applicable codes in affect at the time of construction. Should you have any questions regarding the enclosed, please feel free to contact me. Sincerely, Richard Mato,A.I.A cxED ARCh,�T �i�o M.Mq�FOS P.P. Box 2284 a — � Aquebotgu'A, NY 11931 04186 y �� Tel:(631)Z23-5879 d'I O E-Mail: rnlatoarchitect@gmail.c6n� �TFOFNN FIELD.INSPECTION REPORT -DATE COMMENTS w FOUNDATION(IST) y ------------------------------ FOUNDATION(2ND) z C> ROUGH FRAMING PLUMBING y , INSULATION.PER N.Y. H. STATE ENERGY CODE -i AA(Wl . 0. FINAL hI `N � rb ADDITIONAL COMMENTS S tz 0 r rn . � b O Z �x tv =o�o�yFracf�o� 4 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y. Tawi' Hall Annex 54375 Main Road P. 0, Box 1179 Southold,NY 11971-0959 oy'0 as Telephone(631) 765-1802 Fax (631) 765-9502 hqps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only � D PERMIT NO. da;- Building Inspector: AUG 17 202 ,Applications,and fornis.rnust be filled out,in their entirety:lncotnplete' applications wlll'not'be:accepted. Where theA' not the,owho' an '.• IBUILDI TG DEPT. Owner's Authorizatlon'fo'rm•(Page.2)shall be completed:. TOWN OF sOUTHOLD Date: 13 Z.l.._..__ _. ....__...._._..- _...... OWNER S OFR P OPERTY Name: SCTM#1000 Project Address: `�_Oo I-hn 0a 50 Phone#: 5 IrJ._"._:_..I 1 g �✓�. �5� E�nail: ......:......1__�,�,i? ��n , �._eoln Met-), Mailing Address: a SS a (t B I v at.. .. N. 1153 . CONTACT PERSON: _..._.. . Name: Mailing Address: ZZ$L�- �Q.II ,.. TJ� (jq3-( Phone#: Email: �i!-IlT�T •+ti4>[. DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address:.._.__.P..O. $o)c 22$4 .#�QUIE�iBvh'�j..N.•Y• . t 1.9.3 t- _ .. Phone#: +�9 Email: m A'T'i9/ et,k- ��, MA1 . GOM CONTRACTOR.IN F6kMATION:,. Name: J OGo .�N...:__ 'b .1'1G. CONT�tJ Mailing Address: 1-7 --...l"ftftV. _'Z,. - W-A*V.G...._1* 0 11175. Phone#; .�'��rto R@� 20s 1v. dS;T, Email DESCRIPTION OVPROP.OSED CONSTRUCTION ~` bNe,w StructureAddition Cl Alteration ORepair ❑Demolition Estimated Cast of Project.- 0—other roject:DOther Will the lot be re-graded? Yes o Will excess fill be removed from premises? i]Yes o 1 PROPERTY INFORMATION Existing use of property: Intended use of property., Zone or use distrust in which premises is situated: Are there any covenants and restrictions with respect to this property? MYes []No IF YES, PROVIDE A COPY: ❑ Check Box After Reading: The owner contractor/desi n . _ g: � / g professional is'responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.,APPLICATION IS HERE'RY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,SuffolkCounty,New York and other applicable Laws;Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as..herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to adnilt authorized inspectors on premises and in buildifig(s)for necessary Inspections.False statements made Herein are punishable as a Class A nnlsdemea*pursuant to Section 230.45 of the New,York State Penal,law: Application Submitted By(print name): ldit , MA-v, A I- A , Authorized Agent towner Signature of Applican • Date: 07 STATE OF NEW YORK) SS: COUNTY OF ) lt:�A •�t.•.:.L�Itc /� 1.R• being duly sworn, deposes and says that(s)he is the applicant (Name f individual Sighing contract)above named, (S)he is theTG�_� Contractor,Agent, Cor p orate Officer, etc.) of said owner or owners,and is duly authorized to perform or hr�Ve performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �'f' ,Z —� RICHARo S. FERNAN day of1/ 5:`. ...,__ . 202-1 HafARY P, Quallfied In Suffolk County 1dy Ummission Expires Aprll 30,20*— PROPERTY OWNER AUTHORIZATION 00�Z (Where the applicant is not the owner) ou residing at _._._l.v,Cl,� ', va �zD qp"v► C _......_)� !_.do hereby authoriz to apply on 4A A-0 t��rgln outhold Building Department for approval as de cribed herein. Date nc- Print Ow er's Name. 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Ivision of Envfrorzinontal Permits,ReEjion.1 SUNY A-Stony.Brook,SO Circle Road,St0nV--8f.qok,NY 1i7W' P:(nl)444-09E5 1 F,.(631)444-.bXd I'd V L PERMIT-MODIFICATION OCT 2 2021 NO PERMIT NECESSARY -October 2l.-,.2021 C 1EKWA,ANTHONY 2400 G-1,ENN,.-RD SOUTHOLD, W. 1'1971 k0a'l IENNA PROPERTY 2400 GLEN * GLENN SOTM#1000-76--2-41- -SO.UTHOLQ` NY 11971 DEC.ID: 1-47.3.8-01811100006' Dear Permittee, ThP Department:of Ehvi.ronmenfal Conservation (DEC) has*rev'iewed-yoprrequest-to. modif Ify-the Above..referenced permit in:accordance with the Uniform Procedures Regulations 0 �61\IYCRR Part 621'). It ha.s .beOh determined .that the.proposed modifications will'not substantial.ly..dhange the scope of the Dermitted actions or the-existing Permit cdnditj6h§' Therefore.; the permit is. hereby modified to authorize'theJ6116wing-activjiy: Revite,the locat,ion -of the-proposed l.n novaii've/AltetnatiVe Onsite Wast&.Water-Treatment- System.All work-as.shown ori the attached Olans..by Bryan.And*r'.ew 'Gr'ogan, last revised . October 9, 202.1, stamped NYSDEC*-a'p0rovqd oOctober ctober-21,1021. ri':a.dditiO�ft, DEC has.determined th6t the proposed 'additloh tbffieii�xisttrig dwelling, as.'Shown .on jhq-same plans-and located more.tharT 75 feet from.tid'pl wetland boundaries, is listed in the Tidal*Wetlands Land Us6 Regulations (6NYQRR-.Par!-66.1.5#2'6) as a use riotrequiring.a. no. pe.rMit; Therefore, no permit is required.*under the Tidal Wetlands-Act(Arficle'25)'of the Enviro.nmental Conservation Law for the addition. This.let-ter:is"'a modification t the o. - 'inal'permft-and Must be availsible bt'thej9Ip site Whenever .0 rig . aUthorizpd work is in progress.All other terms and'.cohdi.t.io' nsternain as.written'in the:original permit.. Deputy Permit Admilhistrator- bd.: Bridgewater Env. BM HP —I)N File: < �E YCI,aK Q_epaftmehf6f ErfV1r6nm&i1a1 Corisorvjtion -- -- ------ ---- ---------------- --------- ----------—---- --- ---- 1-473$-0/111�o 'r d - . Or Pvvw I ___•" "-`"`` -—_ - ----- -' —--- EXIST.ABANDONED - eueNr oRn7eH soLunorls g I e n n road N87.30'00"E PRIVATE WELL rw. exx�synNiNc. 103.00 EXIST.WATER LINE SITE EX 5T..GRAVEL _ TEST HOLE LOCATION DRIVEWAY TO EXIST.2-STORY DWELLING W/NO I REMAIN \ _ BASEMENT TO REMAIN.IT IS PROP.50°/ PROPOSED TO DORMER THE 2ND EXPANSION AREA STORY AND THE HOUSE FOOTPRINT EXIST.FUEL TANKrl` 1\:^ k.� - 1 Y WILL REMAIN THE SAME. TO BE RELOCATED 11 721 . F.F.EL.9.00 VICINITY MAP PROP.2' °EFF.DEPTH ``'` o +��. y�1 10 BUILDING AREA:3,BOOt SF SCALE:1 600' a LEACHING GALLEY , , , "= , (TYP OF 8) PROP.24"POLYLOK ko-1. , 1 • 1 p N, CD SITE: 2400 GLENN ROAD — -= DISTRIBUTION BOX .,1. ,. ti. _---- r'`r 0,4 SDUTHOLD,NY 11971 `+ 1 ::-o 100078-241 SCTM g: PROP.FUJI CLEAN + 700 GAL. :) _+� ..Sr (- 1r1 GROSSLOTAREA 23,871.05 SO,FT.(0548 ACRES) TREATMENT UNIT- L - ` O BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE MODEL CEN7 0 PROP.45'BEND BUILDING AREA: 3,BOOx SF -5--7 W/CLEANOUT - --- :- EXIST-POOL TO PROP.CLEANOUT REMAIN EXIST.SANITARY `� i." .. SINGLE FAMILY DWELLING SYSTEM TO BE 2750 GLENN ROAD SIX(6)BEDROOM-SINGLE FAMILY DWELLING 660 GPD j ABANDONED ANDr° -`` -° I -�,: .1. SCTM#1000-78-2-42 IIA SYSTEM DESIGN REMOVED (IMPROVED W1 PUBLIC WATER) REQUIRED: 6BEDROOM=650GPDMNIMUM ,I EXIST. 1r3 +5•• ---_ + --- _ PROPOSED: ONE(1)700 GALLON FUJI UNIT-MODEL CEM -- RELOCATED FUEL7S FAP Z 1'° 1722 t. LEACHING GALLEY DESIGN -- TANK �� `°° ,eVypN 1,- REQUIRED: 400 SOFT.OF SIDEWALL AREA ) II EXIST.SANITARY 1+"� -- PROPOSED: 7 EFFECTIVE DEPTH LEACHING GALLEY HAS 53 SF PER UNIT j SYSTEM TO BE o p w Sxw 1 400 SF/53 SFNNIT=7.55 UNIT MIN,REQUIRED 0 W 1 PROVIDE EIGHT(8)LEACHING GALLEYS W!2 EFF.DEPTH ABANDONED AND o 1'' i I� REMOVED g = 1 240D GLENN ROAD S EXIST.SHED TO n x "°u d flag'3 REMAIN _ _-- un"a n°9 d - PROPOSED f 7. 1 - _ "v-d n°t s - 1 1 SANITARY SYSTEM f 2300 GLENN ROAD SCTMt/1000-7&2 40 - %_---/ z�ae�aflwo (IMPROVED W/PUBLIC WATER) courm,Ne�vroac d high w-ter line ��j 0 time of survey '� NYSDEC WEST CRE J u � lr�� PPROVED ASPER TERMS Moi EK �� OVERALL NO CONDITIONS t-rO�¢F�DI 117,86' OCT � � PLAN I I cRMIT NQ. N85'OZ'33"yy l�I 2021 ATE ZI 7(_ Q�/ L( - (�7�° 0 40 80 C-101 I i SURVEY: OVERALL SITE PLAN '�r-�,,- SURVEY INFORMATION OBTAINED FROM JM LAND v,,* SCALE:1"=40' SCALE:1"=40' T• •__ '�i : t 1 SURVEYING DATED FEBRUARY 26,2021. L r+ r,,-�_ T. BWE31n1 L 1 71 501 PROP.50% EXPANSION AREA PROP.2'EFF.DEPTH O O ","• y'. i 1 LEACHING GALLEY s- 4' (TYP OF 8) \ PROP.2"0 VENT LINE o' El. 7 CLIENT ORMEN SOLUTIONS O = W/CARBON FILTER LOAM(sM) P.W.GROSSER CONSULTING,INC. PROP.24"POLYLOK 1 ` O J O r '-- O.3' ET.6.7 \ PROP-ELECTRIC LINE LOAMY SAND W/ DISTRIBUTION BOX i GRAVEL(SM) \ G ' PRORFUJI 3-7' V.3.9 PROP.FUJI CLEAN 700 O O MIXED SAND W/ GAL.TREATMENT UNIT- ! CONTROL PANEL GRAVEL(SP) A 19.1' El. 1 MODEL CENT a Mw WATER IN MIXED PROP.45°BEND W/ MIN _-- _ --- i J servo w/GRAVEL CLEANOUT - , �- (Sp) PROP.FUJI CLEAN 12.0' El.-5 1Zvi PROP.CLEANOUT j^` �� AIR LINE GROUNDWATER ENCOUNTERED PROP.FUJI BLOWER 6.0'SELOw GRADE. TEST HOLE DATA _ 2/G/2I 1 31.0' 10A' s SHAWN M. BARRON, M.S. -10'MIN 1'O,MI _ _ _-. EXIST.POOL TO REMAIN EXIST.RELOCATED - FUEL TANK ° — EXIST.SHED TO REMAIN \ ti o-o-o 0, o a o _ _ _ . . _ I GENERAL NOTES: _ 1. ALL PROPOSED PIPING TO BE 4'0SOR-35,EXCEPT WHERE INDICATED. _ 2 ALL ELEVATIONS ARE IN NAVD98, y ° 3. NO PROPOSED OR EXISTING STORM DRAINS WITHIN 10 of THE ur. � PROPOSED SANITARY SYSTEM. _ 4. THERE ARE NO WELLS WITHIN 150'OF PROPOSED SANITARY SYSTEM. P4OO GLENN ROAD 4 PROPOSED \° i I SANITARY SYSTEM LNIGIENNR- _ 7 60UfNU"cmW11 mwyc Oto _ SUFFOII[CWNIY,N£W TO{IX NYSDEC APPROVED AS PER TERMS AND CONDITIO S OF \ PARTIAL I SITE ! HERMIT NO.I PLAN ,ATE � �—3 j 0 20 40 -C-10211 PARTIAL SITE PLAN - ; SCALE:1"=20' SCALE:1"=20' 2 SWF2103 1. - - 4 1 DISTRIBUTION BOX I 9 L r Au TO BE EQUIPPED WI , GRADE EL7La xan wo.cnm SAFETY GRATE 1•DUCTOE wON '..r.e Cvdvxfm LT.mw+ PV% � P,PETR&EMO I FOUNOANON [Wisnwt>.� _..J(;fUDE EL]t5 wAu D.mNs=.nmm 2245' .. yPROYNE g45ERSTO CLIENT DRIVEN SOLUTIONS W'EO eaA, c'�rraeNu — SIEl�OCATWI316.10' P.W.GROSSERCONSULTINO.WC sANrtamuNE OUTLET t. C' Terme �I�I4-DUCi1LEIRONPIPE r..=�viu.:u:•'nu.u'w j WS B3 N>or 1TlETS TO BE ECUIPPEB vim.:cm uro VICE) CM LEVELING ' 0) _ 4�m T� 4'DUCBIE IRON PIPE DEVICE) INV.600 POLYLOK DISTRIBUTION BOX PROP.CLEANOUT �. SCALE:NTS SCALE:NTS GRAOEELTI- °•f°"�"'' �,+..u..ceaur w� n.l 4'RA gA,THEw@N PIPE CONQiETE LOJER ncrwo. /SLOPElamm i NSZORRim � 4'0 DUCTILE 4'B IXICTILE IRON PIPE IRONPIPE r>rm�TOn ` INV 62Z INV&GS �� O •n•`® :� BACRFRL WINI rq` ND .a} urv.lTO ®_ CIEW SANG LGRAVEL SEENOTESFCR .8 CLEARANCES E3 y 24 E3 �.. RPE TUm[awr•TSE4.Ou , BDTIdl32T0 SDR35MM i� EOIAVALENTPIPE TOGaaA®wTEa�Sfi �- - • I � eonaN ELN 1 r--- SECTION A-A VIEW MQ.V ENPECT®GR010YAYATSI ELEVATION LA I GROUNDWATER ELEV.TATs SECTION 0.B VIEW ICOv IEDN+FwI DEPNXTO[AgRrowATERMARJ �CN/ LEACHING GALLEY DETAIL 700 GALLON FUJI CLEAN TREATMENT SCALE:NTS SYSTEM-MODEL CENT 1..Si�A DOHS.OD RS TO BEPRES AENFOROD towlcIETRUACBEAFW4 SRONSmLOAOCNG SCALE:NOT TO SCALE zOESIa+m ETECOLsrrEs SM-ENGTH-4=PSl ATm S 1.OPENlIQSTO6E24NCHlWJ}A. { 4 PRECASICIBLNEYSV4 REUINTEOTOMNGCINH1Si NCOFEIME 5.SPApNG ENITS MINGG4lEY55NALLBE PBE1WESd NP.ISANi)zeEIWEEN GALIETS,ASPEg SWNS -- � PEONgEAlUENfS _ I B LEACNNGGALLEYS TOBEMANIFACTUPEOBYLCfIGMPREfJSTORPELMOM-PgEUSTCORPORATION. cxFa A$APFRGYEDHYHCDIG. — r i ^ �m 2400 GLENN ROAD PROPOSED ; 11 1MOL WWI SANITARY SYSTEM G _.ruua wo,ux 2400 GLENN ROAD SDURTOD.TOXN OE HOUIXOLO tk END CAP LEVELING DEVICE DETAIL wPPmxcawTr,enwYDgN ii SCALE:NTS Pz .,�.v 2 f 4 N Y S D E C ,/�D SITE APPROVED AS PER TERMS 'v L DETAILS AND CONDITIONS OF DSII 10a�6 4 PERMIT Nq. DATE u C-103 { 24"POLYLOCK DISTRIBUTION BOX DETAIL 3-�I tl SCALE:N.T.S, SWE2103 S r..,,lt aMNnacwtereaLer - • Carbon Filters >.� .: I.,: n,_� • :..,p,rs .. Now BreaLAr HAat Switch,Pressure Switch, Test/Normal/ AirBbwer ,i,Na:maI,S�IeIKeSwnich 51enceSwitch ;Riser Safety Grate ( ---'- ---- ------- erDat Brea. ADDtlm6 tensa! (Extra mmpW and alarm een<on AppliTalbns General =, w o:,u.y�°..•,.--•^•�_ ,.,em ., >°- ssary, Nx ' ta,w-woP :•mn tr�a aas .z.,.�an p-s*. .s�--r.�.auv�,...r°....a.. Uode nem Druz-m dscharge PumPl na+ura cwo y .._.ag.sx» .:.e'say.e.+-eenA.x w � e"n saint nim-�cn..:..aax jz•� ".. ". - _ _ ___ _________ ___�- rAve sar:rx:a^_ •:xeerwnno.•av'u•anoz mzx CLIENT DRIVEN SOLUTIONS fav rsdv.s �� ,°...a. � ""` 'I. • �� P-NLGROSSRCONSULTDIGjNC. PreswresvrltN r + r .::r...w. -c�+cs.•. •,,� RadudCade0bgram Standard Models gF d inmRlwrawamsm ,`j a;1z F:R aa:.Re+ cAwr..a.4 � eonaLTwurs + Materials of Construction: Matriaisaf Constmctm To nal Blocks SpeGflntlans tt„ 4:1,.� 14 ---j Swdfia0wts Wng Dagrsm - H°m WT Wirerti Incoming Air �f -i'""- _ Neatml8lAa �° GmuMingBlAdz ''� L' mtraam...CARBON FILTER DETAIL Pressure Tubing __ _ - SCALE:N.T.S -FUJI CLEAN CONTROL PANEL DETAIL a o n �an NCOkY.NG SER':iCE — / SCALE:N.T.S. ..... .a 1?4 ZJi,"DL-- /4142( - RISER SAFETY GRATE DETAIL NEW za AMP,;POLE BREAKER LII��(( SCALE:NTS 120 VOLT.10 SERVICE TO FUJI CONTROL PANEL I" 2 412.412 GRD IN 1•PVC CONDUIT CIRCUIT FUJI METER 'BREAKER Fun MAC _ 10CRII CONTROL • • BLOWER PANEL is e° NOTE: 1) BURIED ELECTRICAL POWER aLir�tl �r�.Ir CONDURS SHALLL BE A MINI UM _ -- 4 INCHS BELOW GE 2) 2ALL ELEECTRICAL WORK TO BE PERFORMED IN ACCORDANCE ELECTRICAL ONE LINE DIAGRAM %MTHNEC 2400 GLENN ROAD • • .—:�;�1��io� AC120V 6OHz SCALE:N.T.S. PROPOSED so MACIOORII NnbieM68'F A . 1 SANITARY SYSTEM nd �wM,a —IIT 1 4.5 - 4.0 ---•- - - z4aaGLENNROAD sDOTNOu%Tc)W iOPBOUIHOW 35 SD.TOLK COUNTY.NEW YORK 31S y - Imtb JI nri�u • tf � 257 s --------- --- ------ ----- ELECTRICAL 14 —' – ----- — DETAILS Ds - - ------' ------ ti DD Q510 15 202530 3540 45 SO `. All nniel.arxnwrD Ia Iveanl-1. PIPSIJ N Y S D E Performance Cum APPROVED ASPERTERMS MDQ- C-104 e1 AND CONDITION OF�I? IO PERMIT N — FUJI MAC10ORII BLOWERS DETAIL 4 4 !s DATE SCALE.N.T.S. _= BNIE2103�l o��pf SO�Iy�! Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road G r0 ef. ' (631}765-95 P.O.Box 1179 Q a nchert .town.souttlolci ny us , Southold,NY 11971-0959 Q �O BUILDING DEPARTMENT TOWN OF SOUTHOLD f APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: C"O e.( 'Sl+� Date: /a - n26,gl Company Name: �f¢�-F Ca UV` .,EjcC-1 P Name: License No.: /pr>"5- piL Address: ,30C> C C ova-, KCl SC�v 71-/b Phone No.: I . JOBSITE INFORMATION: (*Indicates required information) *Name: T�-1�1� L i 1� 'P► *Address: a t O �,� Cz Li So U l-6 *Cross Street: L- *Phone No.: ` Permit No.: C/7002 . Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) PI 9_0 a �6. r� "> (Please Circle All That Apply) *Is job ready for inspection: YE NO. (R:oug!hl Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead E' Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form ---- --------- 1111NNu""'lHH Y11NNN.uu11 `h' .T• •::: �4,!' .!: , 1 IHlll 1BNu11u bl 11NN1"Iglllll Uu1u N1HHy 1111 N I 1111.- 111 „11N1 I 1,1 111 11 ,11111NNIIIII illlllll/ 111111111111111111111 ,11111111111/111111111111 1111111111111111 I 111111NNIIN N{1NINNNy„ 1 111111 l l 111111 HH 11111 1 (► '" 11111 ` i� 1�`^ 1111 ''��I it' 11111'"�.�'h '��.�" 1111 ~` i'I ��'' 11111 '""��h ►"lllll� ' I QIII pN 11111 U11 III ;,I;II�IIII9 .•f�lil;l ��„ "C'. "I:ICIII"��,.,�„ h"CI,II; 1'11111IIII"IIIIIIIiICliil;'IIL'III' ,�i�� , '.'I" 'I' "�, '�" i Suffolk County Executive's Office of Consumer-Affars�== VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 1-1788 DATE ISSUED: 10/8/2008 No. 45382=H_- ---_ SUFFOLK COUNTY = __ Home Improvement Contractor_License This is to certifv that JOHN M DEVITO -- - doing business as NX CONTRACTING CORP having furnished the requirements set forth in-accordance with and subj pet to the provisions of applicable laws;_I'ules:'_ 1 and regulations ofthe County of Suffolk, State of New York is hereby licensed to conduct business as a HOME= IMPROVEMENT CONTRACTOR, in the County of Suffolk. _ License Category - NOT VALID WITHOUT Additional Businesses Carpentry _ DEPARTMENTAL SEALAND A CURRENT - - - —— — CONSUMER AFFAIRS — ID CARD Director ��a,LIuI1;1:1u�I�II1(�IICI;III;1�1((I;ICIIIIIJiIIlICI111111111CIIIIIiCIIIIIiI;UIICII;ICIL,��I,I; .;I;I, IIL,��IJI„�IIIIJ,'lli'li Illi'IiIICI 1 111f1 1111 Iltil . r 1111 �,'a ►,_ 11111;:. �, li►►; 1111 �'? , _ Illh :� I 1111 1N11 1111 1 Itl �1 1111111 11//111111/11111111111111 //11111111111111111111111 1j11111111111111111111111 11111111111111111111111 1/j1111111111NNNIHI 11H 1111111111111111 1j1j11111111111{1111111 IIIII111111111111111\ 1j111111/1i1N1/111N111 111/IIIIINNIN^� /IN/1/111 I('� 1'111, Generated by REScheck-Web Software Compliance Certificate Project lenna Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2400 Glenn Rd NY undefined Richard Mato Southold, NY 11971 Richard M. Mato,A.I.A. P.O. Box 2284 Aquebogue, NY 11931 631-523-5879 rmatoarchitect@gmail.com Compliance: Passes using UIA trade-off Compliance: 12.4%Better Than Code Maximum UA: 129 Your UA: 113 Maximum SHGC: 0.40 Your SHGC:, 0.34 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 325 38.0 0.0 0.030 0.026 10 8 Ceiling 2: Cathedral Ceiling 306 30.0 0.0 0.034 0.026 10 8 Wall 1:Wood Frame, 16"o.c. 496 21.0 0.0 0.057 0.060 16 17 Window 2:Wood Frame:Double Pane with Low-E 207 0.270 0.320 . 56 66 SHGC: 0.34 Floor 1:All-Wood joist/Truss:Over Unconditioned 631 30.0 0.0 0.033 0.047 21 30 Space Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building ha a d to meet the 2018 IECC requirements in REScheck Version : REScheck-W b and to comply with the mandatory re REScheck Inspection Chec list. � y� Ic M. I� "D z Na e-Title Signat e Date 0418 61 9�FOF NSI`1��; Project Title: lenna Residence Report date: 07/23/21 Data filename: Page 1 of 1 2018 IECC Energy Efficiency Certificate ,Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.27 0.34 Door Cooling'Heating & Heating System: Cooling System: Water Heater: Name: H. MAAV 4• . ,Date: Z Comment , THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. residence - Pbk rater - ic7 LWp/1000-7841-33 W rlk a cesswd Ta:Up'1000-78-0)-32 °.oe °roe O __ '_ _ .-�' ,•� `�l '�' ``-- PWGC EXIST. ABANDONED CLIENT DRIVEN SOLUTIONS PRIVATE WELL P.W.GROSSER CONSULTING,INC. gIennoad N87.30'00"E EXIST. WATER LINE ' SITE 630JohronAwn°°..Sutb7 •S t - - !Y �'+•rh I, �r Phorw:(677)5648753.Fu'(81)5898705 EXIST. GRAVEL S.J4x 7.69 x x735 TEST HOLE LOCATION ; �I E+naI,:INFO@PwGROSSER COM DRIVEWAY TO °¢pPiemenl -z� _ __- 1 fa � � \ I --� �� i-1�t fii,'� , CONSULTANTS REMAIN 7.88 7.7+ �61 7.46 7.37 19 6.9a 6.76 1� 6 EXIST. 2-STORY DWELLING W/ " : - °"e I I Manx ter 714 114 NO BASEMENT TO REMAIN --- x 8.] Z81 7.59 m ler x 7.18 7• cvnttete .'I ,� 0 750 1.36 _cowete: - PROP.50/a 550'TO GRISSOM LN 7.94 x TO >, F.F. EL. 9.00 EXPANSION AREA x7.44 7,3 7.32 /l BUILDING AREA: 3,800±SF 7 `fl 'e8 6.91 8.55 1.05 EXIST. FUEL TANK a29 1.99 I 76 l t� 740 a O .75 427' r. curten9- 7.01 �Z1.88. TO BE RELOCATED a o �5 a� 7." ` 7'B v 73o VICINITY MAP PROP. 2' EFF. DEPTH o ecuo 760 £ n4 1 �>696 x SCALE: 1"=600' .68 LEACHING GALLEY 0 750 7.59 7.46 (TYP OF 8) 5,0Bm 1 0 61 0 0 x7.91 782 ?So 7.44 PROP. 24" POLYLOK xx748 75, "---5- �4z x N o SITE: 2400 GLENN ROAD DISTRIBUTION BOX +3°' ,9 1 7.45, b 0 SOUTHOLD,NY 11971 fence x 7.0, a 11.49 7.1' i46 7.+5 < O SCTM#: 1000-78-2-41 PROP. FUJI CLEAN x* ti 2 story ti 7.5011 ! � o 700 GAL. 7• Q GROSS LOT AREA: 23,871.05 SQ.FT.(0.548 ACRES) > H x c1 e residence- �° I^ ^ TREATMENT UNIT- 1.0'E 6 ,tee � 1.38 711 J S�- BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE los' MODELCEN7 + o x667 20462 , fL �r BUILDING AREA: 3,800±SF .fence '� 6.86 - 161- sfa,e PROP. 450 BEND f� ro6 ro lex 1 6.�6 �,� dec\ „ Fea x 69° �� EXIST. POOL TO I 11 FAT W/CLEANOUT 637 ¢ steps / W 1111 a-Oz+z c� \xw ��x 41 lle, rmk rence 5 REMAIN , N OIL] KK PROP. CLEANOUT <E 83, / °-°-°-°-° °- EXIST. SANITARY ti emp stone l 664 masonry pa l 6,16r 2750 GLENN ROAD SINGLE FAMILY DWELLING SYSTEM TO BE ■�� ranne 3st s�� in-ground return el SCTM# 1000-78-2-42 SIX(6)BEDROOM-SINGLE FAMILY DWELLING=660 GPD 34 ABANDONED AND T°'s°p/' 02'° I "^ pool 'x (IMPROVED W/PUBLIC WATER) p 6.63 5.31 ' I/A SYSTEM DESIGN REMOVED 6 9660 o-,�.-o- 6° �rence eor• REQUIRED: 6 BEDROOM=660 GPD MINIMUM ° 6.71 x I s x 5.32 x s.4z ena6 r�E rerrce 6 x 5.60 0'2T PROPOSED: ONE 1 700 GALLON FUJI UNIT-MODEL CENT ` EXIST. ° 157. 6" 5.14 ( ) z ,S M1x5.66 LOT 25 RELOCATED FUEL Z o x 5.61 .130 12 2' LOT 24 �h LEACHING GALLEY DESIGN TANK O 6.64' ° Cs 00'AB,N� x5,23 5 EXIST. RELOCATED REQUIRED: 400 SQ.FT.OF SIDEWALL AREA NAG t0 J x 4.6 5 � 4. x SHED &°Ne PROPOSED: T EFFECTIVE DEPTH LEACHING GALLEY HAS 53 SF PER UNIT LT 62.162021 EXIST. SANITARY O �,t 5 Afence 400 SF/53 SF/UNIT=7.55 UNIT MIN.REQUIRED 87G 7s�oTea SYSTEM TO BE 6 O °� en 5. x'.n x 4,34 / PROVIDE EIGHT(8)LEACHING GALLEYS W/TEFF.DEPTH ABANDONED AND OS W 683 Lence endR9T x x"5 REMOVED LOT 26 Dome 610 x 5.30 EXIST. SHED TO BE wetland flag 1 F 676 �6 we land fl g 2 5.0oonxweland flame re,ceca. 2400 GLENN ROAD x5.34 x4.88 x4.70 OTE><_ PROPOSED RELOCATED 5,51 -�5 x 5 5 wetland flag 4 230 `1 4 rL�dOCk wetland flag 5 , APPROVAL 1 1 1 ' , SANITARY SYSTEM 2300 GLENN ROAD �"cead I , 23 4 + x+ ENG,NEER'SCERTIFICATION RE*L°REb. 2400 GLENN ROAD 7\ 1 I 1 4 SUCHITP.E.OR R.A. CcRTmICATron SOUTHOLD,TOWN OF SOUTHOLD SCTM# 1000-78-2-40 0 (IMPROVED W/PUBLIC WATER) 0.49 SUFFOLK COUNTY,NEW YORK ° 1 FOR INSTALL T'Om AND CONSTRUCTION 0.44 O OF IaaWTs !000.78.2.41 BWE2IOJ high water line �9_' ' /-b ramp 061 FOR F7NALAFPRONA6. IA/0 I S Fuji Clean time of survey tame) -1 8 floating E C�T SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OVERALL dock WEST CREEK PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SITE 117.86 -- -' ---- ^---- SINGLE FAMILY RESIDENCE ONLYN N85'02 33 AMndoomemt Gf exWI samiwy symcm must W in PLAN »w .DDef namvri&departtnentmquuementSubmit completed form WW-.2S0__ a pmof } DATE H . REF P. -21-1123 � O i SURVEY: OVERALL SITE PLAN o 4o Bo APPROVED - SURVEY INFORMATION OBTAINED FROM JM LAND SCALE: 1"=40' SCALE: 1 40' EXPFDR M IMUM OFIRES TH E YEAR 6 DROOMSOM DA OF APPROVAL SURVEYING DATED FEBRUARY 26,2021. "= i BWE2103a �g Area Note: ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION WATER SUPPLY, SANITARY SYSTEMS, TO THIS SURVEY IS A VIOLATION OF DRAWN BY JM CHECKED 91' JM DRAINAGE, DRYWELLS AND UTILITIES, SECTION 7209 OF THE NEW YORK STATE 23,1871 sq.ft. FEB2021 SHOWN ARE FROM FIELD OBSERVATIONS EDUCATION LAW. CAD FILE DATE: AND OR DATA OBTAINED FROM OTHERS. COPIES OF THIS SURVEY MAP NOT BEARING 0.55 acres THE LAND SURVEYOR'S INKED SEAL OR SI DRAWING No.: 21\GLENN RD THE EXISTENCE OF RIGHTS OF WAY EMBOSSED SEAL SHALL NOT BE CONSIDERED AND/OR EASEMENTS OF RECORD IF TO BE A VALID TRUE COPY. Premises known as: DATUM NAVD 1988 ANY, NOT SHOWN ARE NOT GUARANTEED. GUARANTEES INDICATED HEREON SHALL RUN #2400 GLENN ROAD ONLY TO THE PERSON FOR WHOM THE SURVEY residence IS PREPARED, AND ON HIS BEHALF TO THE uses public water TITLE COMPANY, GOVERNMENTAL AGENCY AND TMap 11000-78-01-33 LENDING INSTITUTION LISTED HEREON, AND Tax vacant lot no wells or cesspools TO THE ASSIGNEES OF THE LENDING INSTI- Tax Map#1000-78-01-32 TUTION. GUARANTEES ARE NOT TRANSFERABLE. N87030100"F 103.00water valve GLENN ROAD 8.34> 769 > 735 asphalt pavement --7- 7.88 7.74 �-7 61 7.46 7.37 7.I9 6.98 678 6.67 edge of pavement I mailbox water 7.24 7.14 k'8 70 7.87 7.59 meler 7.28 7.05 7.05 concrete found concrete 7.50 736 1.60 monument monument 7.94 > 7.44 • 7.31 732 8.55 8.37 well 7.05 6.91 S 8,29 7.99 7.67 cobblestone a 7.40 75 curbing bing 7.01 c X7.68 792 7.67 C 121.88 7.65 fj 7.33 \ 7.54 7.30 Q".1 1 tank below I / 764 7.18 gfi 96 rade 11i 7.. 720 �..' >'z '-,85 7.80sQ z77 4 7.683.0'E 7.78 7.50 .7.59 7.48 Z x 6.0'111 � 7.67 x 7.70 '<7.92 7.81 '' 7.44 802 ' x x 7.58 7.48 7.82 v 7 50 y. 7 70 ` x 762 x 7 48 7 75 porch -� 7 42 0 electric 45 W O z deer 7.70 43.0' 19.1. 7. O O Q O % X Fence }: 7.0' 1.49 7.1' 7.50 7.48 745 Q C 1 W x gas\ 7 STOR 7.14 O C % 7.35 1 .50 O W 20 MH ST. r AC RCS/ AC ands 1.0'E (D 7.26 .2'E 7.I4 1 - p 6.88 6A ;8,8 ° 25.6 6.8' 6.27' lence end 686 16.2 / stone 3.1' 6'59 E ° grovel DECK I walk r 6.90 residence ° cp { ---.6.63 6.5Q red flag o cp 6.42 ;; uses public water M ---6J7' steps s Tox Map 11000-78-02-42 u fence car. o ; c : c cp cesspools steps p 3.4'E ID 654 %� chain link fence -°-❑, 8.3' o-o-o-o-o-o-o o-o o" 22.3 5.59 stone ;;' MASONRY RATIO 6.59 6.16 residenceshed cor. N ramp walk It 6.64 frame uses public water 35EI reloin wall Tax Map 11000-78-02-40 ~ IN-GROUND 1 1 ❑ \ 6.34 bin / POOL v 6.63 � 5.31\ - 5.58_ � x- 6.47 - fence car. 1 i o <5.32 5.42 6.29 chain link fence 0.2'E 6.71 x 5.60 f ° 5.66 \� 5.14 LOT 25 5.30 ; 501 LOT 24 Y 6.64 0 ,- /\ LOT 26 � ---- _ i53 ❑ k `,:4.89 'S- a -5 4.14 wood&wire / fence 4.79 Y 4.34 6.83 }h fence end 4.75 l 0.9'1 x _ frame 6.20 retain wall 5.44 r,5.30 j WERAND FLAG 1 6.76 6.21 fence cor. WETLAND FLAG 2 WETIAND FLAG 3 o.1'E ,534 x 4.88 >'470 / - 5.52 -- 5- x-x-x -- _ WETLAND FLAG 4 2.30 =\ - _ DOCK WETLAND FLAG 5 bulkhead " _x5-50 - 4.38 found concrete - monument 0 0--=------- H 0.44 IGH WATER LINE RAMP 0.62 @ TIME OF SURVEY pile (frp) DOCK FLOATING WLrST C K M 86' N85002'3311W Survey of Lot 24 MAP OF WEST CREEK ESTATES FILED AUGUST 19, 1963 FILE NO. 3848 Southold J LAND SURVEYING Town of Southold Mintoville@aol.com `��' n Suffolk County, Now York SUBDVISIONS TITLE & MORTGAGE SURVEYS Tax Map #1000-78-02-41 TITLE ' TOPOGRAPHIC SURVEYS SITE PLANS Feb. 26, 2021 Scale 1 "= 30' John Minto, L.S. Jacqueline Marie Minto, L.S. GRAPHIC SCALE LICENSED PROFESSIONAL LAND SURVEYOR LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO. 49866 NEW YORK STATE LIC. NO. 51085 30 0 15 30 60 120 Phone: (631) 724-4832 93 Smithtown Boulevard, Smithtown, N.Y. 11787 ff ( IN FEET ) 1 inch = 30 ft. 1 - x 7.44 ® 7.31 7.32 ---- 8.55 � 55�IN `g" well 7.05 6.91 PROP. 50% 7.99 7.6 cobblestone �, EXPANSION AREA 18 �\ 75 42 7' 7 67� curbing a F"WGCPROP. 2' E GALLEY DEPTH O� '� �I 4' 7.65 �r• � 7.33 7.11 18 7.30 LEACHING r d7. � 7.64 B.96 x PROP. 2" 0 VENT LINE o' El 7 CLIENT DRIVEN SOLUTIONS (TYP OF 8) \ b p e� 7.36 7.2 W/CARBON FILTER LOAM (SM) P.W.GROSSER CONSULTING,INC. PROP. 24" POLYLOK 0 a 7.80 174 7.68 o.a' LOAMY SAND W/ El. 6.7 830 Johmon Avvnw..S"ib7 X °0 750 PROP.ELECTRIC LINE °"'°m❑.N3 FN (631) DISTRIBUTION BOX 7.59 7.4 3.11- GRAVEL (SM) EI 39 Pfom:(831)INFO@ INGRO:(831)SS9d705 Ewl"G:INFO®P WCROSSER.COM \ Q PRORFUJIMIXED SAND W/ CONSULTANTS PROP. FUJI CLEAN 700 1 67 p' p9 11 x 7.70 - 2 7� 7.44 CONTROL PANEL , GRAVEL (SP) El GAL. TREATMENT UNIT- - < s oWATER IN MIXED MODEL CENT 5 0' IMI 7.58 7.48 X 4C 7.62 PROP. 45 BEND W/ porch SAND (S GRAVEL CLEANOUT rr �- �~ 7.42 I PROP.FUJI CLEAN 12.0' (SP) El. -5 1 U 3 0 , � 7.45 AIR LINE PROP. CLEANOUT � deer � -� � 1 � GROUNDWATER ENCOUNTERED fens / 7 PROP. FUJI BLOWER 6.0' BELOW GRADE %1 7.48 7.45 TEST HOLE DATA 7.14 -' 2/6/21 X1.0' \ �_ L story O r J V 7.50 SHAWN M. BARRON, M.S. 10 MIN 7' x7.20 X x110.01 frame residency' AC units 1.0'E `8' 'MIN pool heater 7.38 7.21 EXIST. POOL TO REMAIN 7- o• 41E 6.87 20.4' 20.5' ° X ,` F fence end 6,86 6.27 16.2' o stone 3.1'E ° gravel I walk X 6.90 residence 1 x 6.59 6.63 X. 642 50 deck �! red {' `� uses public water EXIST. RELOCATED 1 6.37 steps Tax Map #1000-78-02-42 FUEL TANK fence car. x steps 3.4'E X 6.54 7 chain link fence RELOCATED SHED EXIST. SHED TO BE r / o - o - o - o - o - o - 0 - 0 - 0/0 - - ° - ° 8.3' I `�( � a-�-�� 22.3' RELOCATED stone I I m a s o l-r y p 6.59 6.16 ti a ramp walk l l 6.64 frame 5 residence shed cor. \ 3.5'E 6' �� retain wall ._. uses public water n- (�f`O U n d , 6.34 ° � GENERAL NOTES: °''O ' Tax Map #1000-78-02-40 / p o o�\ x LT °:NOTE( bin 6' 1. ALL PROPOSED PIPING TO BE 4"0 SDR-35,EXCEPT WHERE INDICATED. °,��; ,��orE" 6.60 f 6.63 5.31 )(5.88- 2. ALL ELEVATIONS ARE IN NAVD88. 6.47 3. NO PROPOSED OR EXISTING STORM DRAINS WITHIN 10'OF THE � 3 6,29 fen PROPOSED SANITARY SYSTEM. X I X 5.32 x 5.42 6.11 6 chain link fence 0 4. THERE ARE NO WELLS WITHIN 150'OF PROPOSED SANITARY SYSTEM. 2400 GLENN ROAD 6 �� X 5.60 5. NO GAS SERVICE PRESENT ON SITE. PROPOSED ° x 5.66 j 5' SCHS, 1 1 1 ' VAL 1 , X ° x 5.30 SANITARY SYSTEM ° LOT 2 `t- 2400 GLENN ROAD 6.64 X ° ,j SOUTNOLD,TOWN OF SOurIIOLD SUFFOLK COUNTY,NEW YORK x 5.23 I� 1°°0.7°341 N,YE2103 to x 4.89 ° 5 4.14 x B PARTIAL g X 4.79x 4.34 SITE 6.83 PLAN v \ fence end � h 0 20 40 :C-102 PARTIAL SITE PLAN2 4 • q SCALE: 1"=20' SCALE: 1"=20' BWE2103 �a Z DISTRIBUTION BOX 0 On SCUM BAF R CHAMBER Volume((gal) TO BE EQUIPPED WI GRADE EL.7.35± Sedimentation Chamber 397 SAFETY GRATE 4'DUCTILE IRON z_11� z•a� -1 Anaerobic Filtration Chamber 396 PIPE THROUGH Acmbic Conlan Filtration Chambr IRI PWGC FOUNDATION � IRCIUTroN Clarification Cldambcr 90 22.45"—�I GRADE EL.7.75 WALL @—"� AIR UFT PvntP 113isinfOction Chamber 6 ISINFECr Total Volume 1069 CneF)ER(OPTIONAL) PROVIDE RISERS TO CLIENT DRIVEN SOLUTIONS INV.6.62' •DurLEr PIPE SPECIFICATIONS 16.10" 1 GRADE AS NECESSARY p.W.GROSSER CONSULTING,INC. a MLETPP R TLET SANITARY LINE A Anacfab:c Media PP/PE 4•-e]•� Q --- (JA Board T eAcmbicMedia PVC!PP/PE 13.91" 630 Johnson Avenw..Suite 7 Bohemia.NY Acmbic,Mcdia PP/PE 4"DUCTILE IRON PIPE P6ona:(631)569$353.Fast:(631)589.0705 BIOWCf 3.5cfm INV.5.83 E-11:INFO@PWGROSSER.COM --EFFLUENT Tank FRP OUTLETS TO BE EQUIPPED INLET BIIFFL aR UFT Puhro Piping PVCIPP/PE CONSULTANTS m LTH ENDCAP LEVELING (CID Acci -cc Disinfectant m(Optional) Chlorine.t Iron 4"DUCTILE IRON PIPE DEVICE) 1 INV.6.00 2-17VENTILATION PIPE LOW BAFFLE 2•AIR INTAI� RECIRCULATION PI (CLEANING OPENING) B FLOWO"ENING(TrP. PLAN VIEW POLYLOK DISTRIBUTION BOX SCALE:NTS PROP. CLEANOUT ISINFECTION 4'MANHOLE W/ORENCO RISER 6•MAH SCALE:NTS 1ANHOLEW/ORENCORISER 24•MHOLEW/ORENOO RIS CYUNDER(OPTIONAL) AND SAFETY GRATE AND SAFETY GRATE ANOSAFETYGRA7E D RISERS AS NECESSARY GRADE EL 7.7 OW OPENING 1� 4"DIA.DUCTILE IRON PIPE CONCRETE COVER } OE SLOPED(a�1%MIN. CONTACT MEDIA HS-20 RATED 4"0 DUCTILE 4"0 DUCTILE IRON PIPE IRON PIPE GRADE 7.811+ INV.6.22' INV.6.05' ECIRCULATION Q AIR LIFTauhw INLET A % BACKFILLWITH 6•-0• CD s-o1• INV.5.70 - •� ; ; CLEAN SAND 8 GRAVEL 5'1' 4•-1• ® 4•.V SEE NOTES FOR :':: CLEARANCES 2. CROSS-OVER PIPE �'` 'PSIa.®'::�'8�' •• - KNOCKOUT,USE 4'DIA. SDR 35 PVC OR AEROBIC MEDIA BOTTOM EL.3.70 CD \j\ :\%/\%\j\%/�%\ �%/i /\%j EQUIVALENT PIPE ER/1TION h5SEM8LY T MIN. \\•\\/\\/\�..\��\�n\�;�/\/ TO GROUNDWATFJi BOTTOM EI-1.13 GROUNDWATER ELEV.1.0't SECTION A-A VIEW SECTION B-B VIEW HIGHEST EXPECTED GROUNDWATER ELEVATION 1.0' (CONFIRMED PER USGS DEPTH TO GROUNDWATER VIEWER) LEACHING GALLEY DETAIL SCALE:NTS 700 GALLON FUJI CLEAN TREATMENT SYSTEM — MODEL CEN 7 1.SLABS,DOMES,COVERS TO BE PRECAST REINFORCED CONCRETE,TRAFFIC BEARING AASHTO HS-20 LOADING. SCALE:NOT TO SCALE 2.DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS. 2 3.OPENINGS TO BE 24 INCH MINIMUM. 4.PRECAST CHIMNEYS SHALL BE UTILIZED TO BRING COVERS WITHIN 6'OF GRADE. 5.SPACING OF LEACHING GALLEYS SHALL BE 4'BETWEEN ROWS AND 2'BETWEEN GALLEYS,AS PER SCDHS RAG ' REQUIREMENTS. LT 0]-]6-3021 6.LEACHING GALLEYS TO BE MANUFACTURED BY LONG ISLAND PRECAST OR PELKOWSKI PRECAST CORPORATION, " BAG AS NOTED AS APPROVED BY SCDHS. SELF LEVELING WEIR SHAPE RIBS THAT PROVIDE FRICTION FOR ALL FITTED 4'0 PIPE ID 2400 GLENN ROAD O GEAR AND RACK 2M :a PRO POSED PROVIDES POSITIVE ONE Du 4 ,� { SANITARY SYSTEM TIME LEVELING P.'P T'P SCDHS APPROVAL ' ' ' ; , PART O.EQUALIZER Id�2 MATERIAL 3049 2400 GLENN ROAD AUTERIAL-FRIED POLYPROPYLENE LU c-] da SOUTHOLD,TOWN OF SOUTHOLD �3t QOA,,riE.t; SUFFOLK COUNTY,NEW YORK END CAP LEVELING DEVICE DETAILL,Id�] LGHTLdAR PA".r.xr ry� Lu.l HFA'NCOVER PAPTNJ:017.C.. 1000-7&2-71 BN'E2103 SCALE:NTS �'z° GRATLt E o vi%o-n1". Iaf6u] IT TALL RISSR PART NO-,rp"-_R1: ra 3 CLT WTS FOR 8 SITE s J•FOE(!S-OESI FOR USE xRM all P1Riuk11 WTOWSFOR DETAILS g YALYEIhIE cR 00A y� Is CC+r:EFS:ON g >3.1lrn d67 nrLEM D80[ CLL iUT3FCR NB PARTID!01'-'Cd d-E 5 apE :91T.VT.I MOLE 3SICE.11, E L.MTEInAI-POIYVRLViLNE FOR ESE POLE ■//�_- cmC..., F0..U1y"tTH .v 10 3 �g PPR!4 q+113 p ar e3 3 4 24" POLYLOCK DISTRIBUTION BOX DETAIL $ SCALE:N.T.S. a BWE2103 7a v r 7nical Data Circuit Alarm Circuit Breaker �"r ►• _. Breaker Float Switch,Pressure Switch, Test/Normal/ - Carbon Filter Air Blower Test/Normal/Silence Switch Silence Switch Riser Safety Grate Applications General Circuit Breaker on-Carta 11 ,eJ,✓.g IIC n,31n of Sewer 9asas In pa:SM`a�- 1101-Cab-P 1'Ile'and�W wnI p"With a slip f11 the (Extra component ha if Alarm Beacon Applications General PWGC sueh i pp lbw ve". apprcitions W.,1ner v¢e- A*Io alNrn eplxen>ere of 01e carbon pack necessary, .l e c_>no^ y V',pr i e:>er safety 9 aces rest-nsde UrencO s'ser safety grates ^A a<e cacao ga.e,'Q r rY n oa er C an Xle volume a,d discharge Pump) A an access rl5a t help prevent people o,tools Isom 1a hrg lnto the .Are easy to Instill and(emove. '{,` aors�a,ldpf3er n�isn ngs,aattl LII-s es are ar Lxi, tank opening They are com ri to fit nsde of lAha-Rb",Perma-Lawealree cap Kor FLo and oQ 1 valentnt risers. '. •Allow servbe providers to rest fillers a otter components on the �J { lly�� CLIENT DRIVEN SOLUTIONS grate ins4o the riser to clean and hose Ivan off CAW _ _ _ -_ ) Standard Models P.W.GROSSER CONSULTING.INC. •Prevent soli builWp When nslelled n the holtan of a valve box '-.f B U7 Q4.OF6 • Pressure witc Fit awl bunds of e9xd PVC profile pipe ) nnn�,iro 830 Johnson Avenu•.8uIM1] Sh 0786oh•ml•.NY.117162619 .Are nada or nn co Dtln9p ypop enc Product Code Diagram � Rkel Sdrefy p3fe nrBSn detail � Ptoro.1671)589$757.Far'.(631)M94105 0 , Standad Models �I ; CF E� ,I INFO@PV7GR088ER.COM p - CONSULTANTS P�.II RG12.RGIB RG27.RG24 - 03.04 QJwry YiM(sw. A Materials of Construction: WeaWer cap F7-77 Rea grate Polro,p O'ne Materials of Construction Set screw 14).rtaO M Ole l Terminal Blocks __ _ 1 �eena�led b. CaWn 8 cwrp. WreYaltt PVC7io (1612 111111111 9621 8624 HDyw__. �,oeen Pae: I'onetllyWine - _ Oenreter in tmm) 117012971 17.50(4451 20 50(521)2325 Wj j k P-*nese.-(-) 050031 05003) 050113) 050(13) ween Fillet , Vb1yu.D 110 0.700.3) 1.7(DAM 231101 300A i C Sp¢ClflCafl0f18 Ah[.ba0.En91 35005 3500591 35U 115 350(15111 1 r I npli.,nshxa CF3 CF4 CFA WiringDiagram '---- A163►7Ywaph,RA3r 0 ,.I.nry ,is 1139) 91228 4 5K(1381 \ I Horn A18[taw gla.11p 10.0 8541 15.513941 fill 5H7q 2001509 Sue.n pant' CF6 CurawaY View(sitle) B,n.rm4 10(?54 12)b 0181 IB 4414n -'� y ronw armx saNw n;anewsrw+n..w wan ww ne mrww�wwu C,n 0" 1-0149 1%13611 M% 307-1 .... .,re mr,.n r�'� ` � D.n.(mM_ 3w1889)' 480141' S%319►' Cerom we •�� a .. _...._-_..._- an.Fill 04. 0910.411 1Ap79 BA Q.791 4_1 0,14..-0.14 614 0.14 n w.rs,•anF�.rav N\�w..Y..aapearw enrM+Oa ._.-�/'• it ■ CF3.CF4 ACNaI Wew(sitlel CF6Ac1oa1 Vrew 11�ae, Watertights Incoming Air -- Neutral8lock Pressure Tubing Grounding Block � -__ ;T..�a CARBON FILTER DETAIL yar.mss mmw me as sant SCALE:N.T.S. a oa-+m,n,am m n�r Pare sro Fin Irc mw'ar wm�s FUJI CLEAN CONTROL PANEL DETAIL INCOMING SERVICE, SCALE N T S 1 ODA, 10, 120/240 VOLTS RISER SAFETY GRATE DETAIL NEW 20 AMP, 1 POLE BREAKER SCALE: NTS 120 VOLT, 10 SERVICE TO UTILITY FUJI CONTROL PANEL 2#12,#12 GRD IN 1"PVC CONDUIT Cc CIRCUIT It,IA11• sr..I n e.t l..' BREAKER METER Ile 1.1 ILII I IWc°°RI IWC IOORI I FUJI MAC FUJI T^ «... CFM 2.1 z.s 3.5 CONTROL PANEL "@ Air Flow Vele- •In--AO - -80 - -100- 1DUR1 PANEL •,t/, -.. M.rNI Pr1..er. tPs la Ia 1A I NOTE. L7 uC-In-7ua 1.1.4 vett.-. v Ac1zA -EX.GROUND ROD 1 BURIED ELECTRICAL POWER B:u: t:.,ri ru Fr•1.\ncf NI 60 - I Pe•\r cen.uptlon • 37 al 74 CONDUITS SHALL BE A MINIMUM l\.. APPro_11 APPre[.11 APrr..,Il -- --♦-- -' wlrA+ - 24 INCHES BELOW GRADE. t1 APPro[.S APrre[.6 APrre[.5 2 ALL ELECTRICAL WORK TO BE OVtla rIP•Ol.r+• In.n v4• ) PERFORMED IN ACCORDANCE P.w.r cera L..rtn In.n A•r E3,„2D ELECTRICAL ONE LINE DIAGRAM WITH NEC 2400 GLENN ROAD Ceentr/of •rlrin Jar•n u.l.uatr.. 0.r.un E wl[<......Iwt..r AC120V 60Hz SCALE:N.T.S. 1. it YI•wr..ta.•te..all4.....E-r.aa...at.vo.til.ties PROPOSED '' (S!) u1 rnbet aphrom elr\ct N...ot' ' MAC100R11 Ambient 68'F. ' APPROVAL , SANITARY SYSTEM N I.t.t.•t.I.....;r...•N.rr 3-t... 1 1 4• -a4.�.0 u.nnr.i.a.\ar..ru r.n.....n......Fir 5.0HS :...a.. (w+.r t•n n.r.n..enl truer t..,at...ne--star lunL..) 4.5 -PI a.N Yt.a\r•t•HIIM tM I..Ir......M.\•l. 2400 GLENN ROAD F 4.0 - SOUTHOLD,TOWN OF SOUTHOLD V 3.5 - SUFFOLK COUNTY,NEW YORK 3.0 IIXb-7X-_'-JI BWE21 2.5 J LL 2.0 i 1.5 . . . . ELECTRICAL 1e be 1--le 1.0 � � � � DETAILS � '.he conttd panel 0.5 41-36 4 f6S-� (31.5) 0.0 -- 1 a 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 All dr.woo we.ur.4an1. In lncn.e(r.). Pressure[PSI] (� Performance Curve V-104 FUJI MAC10OR11 BLOWERS DETAIL ,k 4 4_f SCALE N T S BWE2103 �g Area= Note: ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION DRAWN BY JM CHECKED BY JM WATER SUPPLY, SANITARY SYSTEMS, TO THIS SURVEY IS A VIOLATION OF DRAINAGE, DRYWELLS AND UTILITIES, SECTION 7209 OF THE NEW YORK STATE 23,871 sq.1 `. FEB 2021 SHOWN ARE FROM FIELD OBSERVATIONS EDUCATION LAW: C�C� CAD FItE DATE: AND OR DATA OBTAINED FROM OTHERS. .COPIES OF THIS SURVEY MAP NOT BEARING 0.55 acres THE LAND SURVEYOR'S INKED SEAL OR SI owlwiwc Ho.: 21\GLENN RD THE EXISTENCE OF RIGHTS OF WAY EMBOSSED SEAL SHALL NOT BE CONSIDERED AND/OR EASEMENTS OF RECORD IF TO BE A VALID TRUE COPY. Premises known as: DATUM NAVD 1988 ANY, NOT SHOWN ARE NOT GUARANTEED. GUARANTEES INDICATED HEREON SHALL RUN #2400 GLENN ROAD ONLY TO THE PERSON FOR WHOM THE SURVEY residence, IS PREPARED, AND ON HIS BEHALF TO THE uses public,water TITLE COMPANY, GOVERNMENTAL AGENCY AND =78-01-33 LENDING INSTITUTION LISTED HEREON, AND vacant fol no wells or cesspools Tax Map 11000TO THE ASSIGNEES OF THE LENDING INSTI- Tax Mop 11000-78-01-32 TUTION. GUARANTEES ARE NOT TRANSFERABLE. N870301007 1`03.00 . water vofve GLENN ROAD 8.34, 7.69 x > 7.35 asphalt pavement -Z�- 7.88 7.74 7 61 .746 7.37 7.19 6.98 6,78 6.67 edge oI pavement I mailbox water 7.24 7.14 >. 8.70 7.87 7.59 meter a 7.28 -7.05 --705. found concrete 7.50 7.36 concrete monument 794 x 7.60 monument x'7.44 '• 7.31, 7.32 " 8.55 8.37 well 7.05•.6.91. 2� 8.297.75 7 .67 'cobblestone 7.40 7.88 x curbing zo I 121.88' 7.92 7.67 � 1.54 ^ lank below 7.65 11 7.33 7.3D M o �/ 7.64 1.18 x 6.96 grade ' 7.36 7.20 x 7.85 7.80 7.74 7,68 3.01 7.50 7.59 7.48 Z x 7.18 6.014 7.67 x 1.70 x 7.92 7.81 - " 7.44 8.02 ' X- x 7.58 7.48 7.81. T50- 7.70 ` X 7.75 x 7.48 porch -5 � 7.42 /V electric N O Z deer 7.70 43.0' .' 19.7 > 7.45 W O O fence r x x 1.49 7.1' 7.80 + 1 N 7.0' 7.48 7.45 + O gas STO. 1.14 1I,y O * 7.35` r . 7.50.. 7.2 MH x °' RFS1` ACu nits I.0'E ;0:7.26 _..-. L! 0~4.2,E' P I v -6.88 6.98 7.14 .6.87 + / - fence end ° 25.6' IT- 6.86 6.27 = 16.2'�- / 3.1E °' 6.59 gravel I stone 6.90 ° c '' _•6.63 17FCK II walk residence red flag o. _p- cp , Y6.50 f �. 1 uses public water 0 6.42 6.37 cP ste s / 1000-78-02-42 fence car. o ', x cp I c cesspools steps, P Tox Mop 1 3.4'E-°-°, 8.3' -P 6.54 1", 0 0.o o chain link fence 0 0_ 5.59 stone ;; MASONRY PATIO 22.S residence 6 64 6.59 6.16 shed car. romp walk 1 frame uses public water 3.5'E retain wall Tax Map 11000-78-02-40 oN d �'IN-GROUND \I I \ x 6.34 o bin .POOL ° 6 . ,� �,.,6.63 . ; ,i\ �88_ 60' -encf __-.. ... _ .._-. ... _ I Pa 6.79 1' 16-nee co 6.71 x I= "5.32 x 5.42 chain link fence 0.1'E _ x 5.60,l /� x 5:66 �" \1 5.14 LV I �5 ° x 5.30 . /� \ 6.64 x o > S.DI _s _ LOT 24 \ J x5.235 LOT 26 ° x 4.89 - o - 4.14 x wood&wire fence �S. 4.79 x 4.34 6.83 fence end x 4.75 l 0.9'E x - frame 6.20 retain wall rx 5.44 X 5.301 WETLAND FLAG 1 6.76 ,6.21fence cora MAW RAG 2 Wr TLAND.FLAG 3,.--"" o.1'E.. . . x 5.34 x'4.88 x 4.70 / _ _ x5.50 �x•x-x - - . 5.52 � \. _ 5- WETLAND FLAG 4' DOCK WETLAND RAG 5 bulkhead 2.30 _ - _- - _ --- - - / 4.38 found concrete 0_--- -- -•-----: _ _ _ _- _ monument _ 0.49 =0-- ----- 0.44 NIGH WATER LINE 0.62 @ TIME OF SURVEY Pae FLOAT/NG WUT /RU DOCK (� X86' . N85°02'33"W. Survey of .Lot.24 MAP OF WEST CREEK ESTATES FILED AUGUST 19, 1963 FILE NO. 3848 Southold 1 LAND SURVEYING Town of Southold V Mintoville@aol.com f�' A Suffolk County, New York SUBDIVISIONS TITLE & MORTGAGE SURVEYS Tax Map #1000-78-,02-41 TOPOGRAPHIC SURVEYS SITE PLANS Feb. 2'/� �., 2021 Scale. 1 "- 30' John Minto, L.S. Jacqueline Marie Minto, L.S. GRAPHIC SCALE LICENSED PROFESSIONAL LAND SURVEYOR LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO. 49866 NEW YORK STATE LIC. NO. 51085 30 0 15 30 60 120 Phone: (631) 724-4832 93 Smithtown Boulevard, Smithtown, N.Y. 11787 ( IN FEET ) 1 inch = 30 ft. AS-BUILT 5 , ITEM A B ST 13.0' 34.0' i - DB 16.0' 39.0' b. Yt PMCLG-1 21.0' 48.0' _ LG-2 31.0' 59.0' ,5,-_ CLIENT DRIVEN SQCTFIGIN g I e n n road N8�•30oo'�E _ P.W.GROSSER CONS INC. LG-6 29.0' 51.0' °'� "It<1�.�•�- 103.00 LG-8 46.0' 71.0' SITE BSO Johnson Avnu71"6 7 '+?� B"`=NY.1171835}}� 11—:11111 650.5]57.Fac I5SfJ60705 12 011:INFOOPINGROSSEKL'OM 93 CONSULTANTS � CV Lai ` 1 = C U) 550'TO GRISSOM LN E '+ - 1LI i O LL IG ' :.� ►z,.a�, VICINITY MAP N �� O i I f1 SCALE: 1"=600' I � 0 OG2 -: - - 1 1 , 1 1 LG-1 1 N i 10-6 tJ CD D5 ; iJ • SITE: 2400 GLENN ROAD � . � O 1 $ ? SOUTHOLD,NY 11971 :i 00 SCTM#: 1000-78-2-41 GROSS LOT AREA: 23,871.05 SQ.FT.(0.548 ACRES) ,pf NEWY BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE y�P ►��pRE� BUILDING AREA: 3,800±SF a c ° ° ° ° ° ° ° . ° 092523 i 5 ° , 5 til 0-o---°—o- UPDATED PER SDECCOMMENTS Z o0 1 UPDA S ML. IQN62]21 1 BAG LT 02.15.2021 BAG AS NOTE" O O fI O W I 1► 2400 GLENN ROAD PROPOSED _= 1SCDHS APPROVALBOX SANITARY SYSTEM 2400 GLENN ROAD 1'_ _ ' _ _ - - - SOUTHOLD,TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK 1000.78.241 BWP.2103 I _ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR = WESTASINGLE FAINLY RESIDENCE AS-BUILT CREEK SITE PLAN 117.86' Date 3/6/2023 H.S. Ref. No. R-21-1123 _ a N85.0233W The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and founds O 40 80 to be satisfactory FOR MAXIMUM OF 6 BEDROOMS. C-101 SURVEY: OVERALL SITE PLAN SURVEY INFORMATION OBTAINED FROM JM LAND SCALE: 1"=40' SURVEYING DATED FEBRUARY 26,2021. SCALE: 1"=40' CR IG K : cCHIEF a Office of Wastewater Management BWE2103a 3� OCCUPANCY OR USE I5 UNLAWFUL �,,'� THOUT CERTIFICATE APPROVED AS NOTED 4� �U�ACY DATE: D• ��' B.P.# Oo? FEE4 •ao BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION C(DjI jF'L\( WIT H ALL CODES OF 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. f��'JV YORK STATE &TOWN CODES ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES 0/61/ 000(> N ,S.DEC KCAL 1NspwiON[teaulplO RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 - OF THE TOWN CODE. PLUMBER CERTIFICATION ON LEAD CONTENT CERTIFICATE OF OCCUPANCY SOLDER YST �I CANNOT SUPPLY S EXCEED 2110 OF 1% LEAD. A - 11 ' NEW EXIST'G NEW 2'-0" II'-5" 3'-4" II'-5" 8'-I" 4'-7" 4'-7" 3'-I" II'-5" 3'-4" O B � U o (�] c a JULIET EGRESS T BALCONY — — — — — — — — — — — — T'^W 1846 T W 3846 1846 to A (3)-2"x10" ONT. HDR. In , r~ in I o 3�x�g MAST E ° I W m y x x c7 ROOF O.H. I I I ry BED 00 N m I w Q O - - - — - - - '� T /EGRESS wW EGRESS EGf�ESS �' 14'-5" U �' , EGRESS r w a m EXIS R. ME TW21042 TW21042 TW21042 TW 1042 Q , - � m EXIST. R.R. - - - - - - - w V.I.F. 00 V.I.F. a > - - - - - - N c0 N � I =N (3)112"x10" CONI'T 111D �a , �' - "x10" CONT. LAR. - 1 FIR r-1 I I � I I V � N uO 4n EI�pW I I I I - .. �' 1 w I u l l 11 a T I ,�m Z 5y2u il'—O" 8 3 „ J�I I 3V2 1 1 w � � j l II'-o" c0 I sy2" I N SII I1 N II � _ 1L — --1 L-} - -J C -I EXISTING L%9 "ALL TO - - , 2 -J BE REMOVED 11 �� a I O I j I I I - BEDROOM I ID BEDROOMIn I I • . SD in I I I V RIFY ALL CONDITIONS w C = LT A / O 1 VERIFY ALL CONDITIONS N _ I I p I - - -- - - - - ---- - — = — — - - �, --- - - -- - - - -- ---- - - - - -� I 1n =� � I � x = m S R. AS 6 ` I a I N O ID 1- X % A � x x SO � N 9Iw I = � T m n I 3 1 m I 26x68 N N - F � m 3 I N m ry I w I �, = m - �o = - w N N m �+ x > `�6a m =� SD co �+ w > +6a m I I 0 o I I _ a O _ I I o (V I GL. 4'-71'2" '- " 3y2u 1_211 E X I S T = R I D G E 3'- " 7 �� GL. Q 4'-7y2" I �� - - -_ - - - 5Y2 L. � m ,1-BALL a 3y2" GL. - m 6 V 1 +�° I I so - i Io o O m SHwR. � ,N o _ a I N - - ---- - - - - - - - - — — — — — — >CI - - m - - --- - - - - - - ——- ow I �" N SA - N BEDROOM �cvl I �' o _ I w �I BEDROOM w x I3 W �Iw VERIFY ALL CONDITIONS v I I m I I I VERIFY ALL CONDITIONS EXISTING WALL TO -- - - -- BE REMOVED -- LA m I I _ ►- i I I � L — I II 11 U v t�, v I1 11 ao I - - - - - - - -� - - - - - - _ .I I � v N J, x N 6 1 1 -i g I I m 5 ° I I _ -- 5 „ S n „ = u - I I I u I O Q 6 v e l 151-011 I - = y2 I lol— 5 n 5y2 Q I 13'—O" U I 51'2 I II I N z I SII II iv m PK NEWT m ° I1 1I I I � N e,I I N I I DOOR N/ BATT�I o 1 I I I 11 2 x6Docs a m I I � I 1 1 (3)I-12"x l0" CONTr. IF11DR. 24 X 11 (3)I I2"x10" CONT. I 1 DR. I I I I Coe) I T"21042 TW?1042 r— —EX W 4 I T2102 TW21042 — — - - - - -1 � ROOFO.H.-7- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -I— - - - - - - - IIi S�EHR °AAcy� O 041 E 6 A 2'-0" II'-5" 3'-4" 11'-s" II'-5" 3'-4" 11'-s" AREA CALCULATIONS FOF LIES0OQ' N 15'-2" 15'-4" I5'-2" EXIST'G. FIRST FLOOR 1, 775 S.F. NEW EXIST'G Ir NEW 2, 48G S.F. NEW FIRST FLOOR O S.F. W E EXISTING TOTAL FIRST FLOOR 1, 775 S.F. 71G S.F. Ir Ir NE" EXIST'G. SECOND FLOOR 714 S.F. NE" SECOND FLOOR 71 -1 S.F. s C i 2/20/23 A5-BUILT SECOND FLOOR PLAN TOTAL SECOND FLOOR 1, 433 S.F. No. Date Title TOTAL BUILDING AREA 3, 205 S.F. REVISIONS: SCALE: %4"=I'-O" Drawn By: R I"I I"I LEGEN D Date: a/13/21 EXISTING WALL Drawing No.: PROPOSED WALL NOTE: Ir. V: I VERIFY ALL EXISTING CONDITIONS AND CLEARANCES WALL TO BE REI"IOVED PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. + NOT RESPONSIBLE FOR CHANGES I"IADE WITHOUT NOTIFICATION. MAR A3 1 OF 7 SHEETS zp�!W� m z"vW mmWm mmm�WJW96 GENERAL CONSTRUCTION NOTES( GENERAL MISCELLANEOUS CONSTRUCTION NOTES, GENERAL INTERIOR EXTERIOR STAIR NOTES- 1. ALL CONSTRUCTION SqALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I. ALL CCNVfr.NTI0t1AL STREET; LUME-FIR FCR STUDS, JOIST, RAFTERS, PROVIDE CONTINIJOU5 SCREENED VENTED SOFFITS, ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL WEADEFS, FEAM5 AND AS 1Nr.IC:ATff0 IN DRAHMIGS SHALL 15E b. ALL RAKE BOARDS SHALL 13E BUILT OUT A MINIMUM GF 3/4" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SMALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLA---I =2 (NORTH) ;-Q!Tfl AN C- I,Ca00,OCP P51 AND FB-575 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH RBII, R5013, R501.4, R301.5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SMALL SUPERCEDE THE DRAWINGS 2. ALL 5TPE55 GRADE-FRArlIN.:i MATERIAL AND PLYWN�OD E'-(FATE-?IMG OF ALL FRIEZE BOARDS SMALL BE BUILT OUT A MINIMUM OF %1" FOR HOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. AND SPECIFICATIONS WHETHER OR NOT INDICATED. SMALL BE GRADED AND MAR,�,F7- E!Y A�l APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS V-8" AS PER R314.3. BU-TLDI-N-G IDEPARTMEWT Ts4-OTFES : d. THE TOP OF ALL CHIMNEYS 5t4ALL TERMINATE AT A MINIMUM OF 2--0- MAXIMUM RISE - 7%' 2. ALL CONSTRUCTION WITHIN THE 150 MPH THREE SECOND 5, ALL MANUFACTUR5D FRAr-milt MATII 5HA-L BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". MINIMUM TREAD DEPTH (NIO NOSING) - 10- GUST HIND SPEED REGIONS SMALL PC IN CONFORMITY WITH THE AMERICAN THE DRAHINIxC- AND SPEC I F;C-A T ALI- MANUFACTURED FRAMING MATERIALS ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND 514ALL BE INSTALLED AS MINimur"I NOSING PROJECTION - 514" FOREST AND PAPER A55OCIAT-10114 (AFSAP) WOOD FRAME CONSTRUCTION SWA7-L BE INC.*,.AL%,F-D IN ACCORCANC17. WITH TI,E. MANUFACTURERS PER A.I.S.C. MANUAL FOR ONE AND T1,40 FAMILY DWELLINGS. 5PECIFICA-r'1;0N17 j-NU PL.L 1`11,1,NUFACTUREV FRAMING MATERIALS MAXIMUM NO5;NG PROJECTION - IV' C01E)E!, 1--TO �S: 3. ALL CONTRACTORS SMALL BE- LICENSED AND INSURED AS REQUIRED. SHALL BAf;;,II: TI--`F -IARKIN,.-1-3 OF THE MAN-UFAC.71.)REFz- GENERAL FLASHING AND CAULKING NOTESs MAXIMUM NOSING RADIUS - q/1(9" RIJILDING DF S1 GNI-7D IN ACCORDANCF. 1-0 TI IF, A MERICA'N T'Ofzv,ST C) A. ALL E-WALL BE E,*K- (<rX) FIR UNi.E55 NOTED .4, ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTWEPWISF• AI-L 'LY:140-.JO A7 AL;- HAL!-�F. FLOOR. 5 AND ROOFS 1. PROVIDE METAL FLASHING "WERE FRAMING LUMBER 15 IN CONTACT WITH GENERAL HANDRAIL AND GUARD NOTES. AND PAPER ASSOCIATION (AF & PA) WOOD FRAMF CONSTRtJCTION THE PLUMBING CODE, f-IEC14ANICAL COME AND FUEL GAS CODES AND 'r,? TH-.7- FR�A`��N�; !NSTA,-L ALL PLYWOOD THE SOIL OR CONCRET E. MANUAL FOR ONE AND TWO FAMILY T-)WF,,I,I,INGS G JURI��DICTION. ONLY A LICENSED AND INSURED u REQUIREMENTS HAVING AT NA�LLS AS r,E,-' CETAI! 45-A,:�G-F R ALL Fi-`.-A00171 JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASWING WHERE TOPS OF ROOFS MEET 1, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND PLUMBING CONTRACTOR SMALL PERFORM ALL PLUMBING WORK. WHERE PO�,5!FLE, VERTICAL SURFACES. GUARDS SHALL BE TME SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, 5. ALL ELECTRICAL WORK S14ALL CONFORM TO THE THE 2020 RE51DENTIAL CODE OF 5. DCUB�.E ALL OF-17NING,` IDN-Ew5 PRWIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL WANDRAIL5 AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301.5 DESIGN CRITERIA: h NEW YORK STATE AND ALL LOYAL AND FEDERAL CODES AND REQUIREMENTS FROM THE ROOF HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLEje�>IET AL.L PARAL;-EL PARTIT,V'Ifi, UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF .4" THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. NOTED. UNLESS NOTEDOTHERIMSE. FLASH ALL ROOFS AS PER MANUFACTURERS CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. SPECIFICATION5. LIVID LOAD 40 PSF: C) 2. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING (p. PROVt-)E !OLID F;X�CKII"C, iX3 CROS5 eRAC,PiG ;N kLL FLOOR JOIST A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 50" DEAD 1-0/%D 20 PSI': 6. ALL CONSTRUCTION 51�,IALL BE BASED ON THE DIMENSIONS AS INDICATED 5AY5 AT f-,PAW OF; PlAY!"IUM OF W-0" O.G. NHICH EVER 15 LESS. BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED ROOF SNOW LOAD 25 PSP: IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT THEIR TRIM. OTHERWISE'. WIND LOAD 130 N4PfI BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. 1 rl� 7. PROV!!-�r E.C:-ID AT ALL EX-rER.!OR HALLS AND u 5. PROVIDE 5EAMLE5S METAL PANS IN EITHER LEAD COATED COPPER OR 7. THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTER,Or, PART;T.0'4f:, AT 4. Or V-0" O.C. VEPTICAL',-Y UNLE5!�-, STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND �qINDOWS. CONDITIONS AND DIMENSION5 WITH TME ARCHITECT PRIOR TO THE START OF THE OTPEF't,IS-E NG71FU. SMOKE, ALARM NOTESs0 WORK, 0. PROVICIC APIC-APIC- G1PDFFZ5 UNDER ALL GENERAL VsIALL F30ARD NOTES1. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS- SQUARE' FOOTAOES: = p, C) 5. THE GO�',JTRACTOR SMALL MATCH ALL EXISTING CONDITIONS AS THEY a. ONE IN EACH SLEEPING ROOM, RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, 1:7. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE HEIGHTS ALIGNMENT AND DIME-45IONS UNLESS INDICATED OTHERWISE. AL. CC14'-FALSD FL�X')RF� AND I. PROVIDE %` GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND VICINITY OF THE BEDROOMS. CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/3" MOISTURE RESISTANT -15. ALL GYPSUM NALL BOARD SHALL c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING FXIST'G. FIRST FLOOR 1,775 S.F. u q. ALL MATERIALS AND PRODUCTS SMALL BE PROVIDED AS INDICATED IN CEILNG.�, 0-F, A'-L GYPSUM NALL BOARD IN ALL BA'.WROOr THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. NEW FIRST FLOOR 0 S.F. RECEIVE MINIMUM OF ONE COAT OF TAPE AND T14REE COATS Or 5PACKLE. 2,489 S.F. INDUSTRY STANDARD PRACTICE. ALL Or4,f'�, N-c-%LINC, FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE ---- MANUFACTURERS SPECIFICATION'-, AND 10. PROVI D�,' C-4;-`�i-N ZaT) '177,AL 719 :S.F. MATERIAL AND PRODUCTS SHALL BE NEW AND FRF:.E FROM DAMAGE. ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL F-xisTim', TOTAL FIRST FLOOR 1,775 S.F. u th rq ANCHe'RAGF A' ALL I`,1.AI:-f", i- 'I-75 AND CONNECTORS TO 2. PROVIDE %, CEMENT BOARD AT ALL NET AREAS WALLIS CEILINGS, DECKS AND LEDGES TO RECEIVE TILE OR STONE, ULLEVEL SFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE OWER 15 NI---W 0 kn 10. ALL CONSTRUCTION SMALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE Hc,,r D:r-F-a-- A-^,"f!OVED :11-141- CONNECTORS FOR ALL LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. I--,XIST'G. ST-COND FLOOR714 S.F. 0, OTWERHISC. ALL CONSTRUCTION 5WALL BE TO THE LINES AND DIMENSIONS FLU5I--I FRAI`I!N:�� AS v'C�F' T�,IFIR' S�ZE AND USE UNLESS 3. PROVIDE ONE LAYER OF APPROVED 5/3" FIRE RATED GYPSUM HALL BOARD 114EW SECOND FLOOR 719 S.F. SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERN5! . AT ALL HALLS AND CEILINGS OF ALL GARAGES AND RCyDM`2 ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT TOTAL SIFCOND FLOOR 1,433 S.F. PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE 11, THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION MEANS, II. REFER TO 114 t4,',ILING NOT DWELLING. THE ALARM SMALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER TOTAL BLJII,DINC,, ARRA- 3,208 S.F. METHODS, TECHNIQUES, SECUENCE5, PROCEDURE5, SHORING, BRACING, INCLUDED IN 71-:E: F7,C-!-96DLAE ESE' 1�1 C0'*410R'MI--'r W TH TABLE R&02.3(1) OF A. PROVIDE ONE LAYER OF APPROVED 5/3" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFEAND FIR r'PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 PF5; ,E1;TIAL C.,':,- CF '`'C'RK :, ATE AND TIME AF S AP 2001 WOOD AT ALL INTERIOR HALLS COMMON TO GARAGES, . PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAM-ED F,75Z AN7, THO 5-ORY D;,,;ELLING.5. 5• PROVIDE ONE LAYER OF 5/0" APPROVED FIRE RATED GYPSUM WALL BOARD 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE THE CONTRACTOq'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFIN15WED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. ZONINC33 CLASSIFICATION: DRAWINGS AND 5PECIFICATICIN. 5. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE 12, ALL FRAM;NG TO 137 EXM ',,-O TO Tl,?F I�tEAT"---P. A;4+: 114 CONTACT WITH BASEMENTS. ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE CONCRE-iE, EE AF-PR;r'.)VED TREATED THIRTY 4, WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONE. A SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR. MATFPIAL., OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE 13, ALL PECK JOISTS:, SHA.-! FIE, tl-Cr, ,"t 161' GE AS PER PLAN. GENERAL GARAGE NOTES,- DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD HIRED. 14. CATHEDRAL R-Z��X TYP�C=- EASEMENT AND ATTIC GENERAL EXCAVATION * BACK FILLINa NOTES, -D' ALL OPENINGS FROM TWE GARAGE TO THE HOUSE, PROVIDC POO F r-BO FELT OVER CO MIN. GRADE BUILDING ABOVE THE GARAGE SMALL HAVE A MINIMUM OF A % HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM 1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 9/z` F'!TEP;C':, `; ,ATI-`NG Cv�Z,14 FAXTEP5 A!i PER THE PLAN AT 16" O.C. WITHFRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SMALL BE AS PER THE SUFFOLK COUNTY WEALTH DEPARTMENT AND ALL OTHER AUTHORITIES BATT P!ALL FOARO TAPE AND SPACKLE WAVING JURISDICTION. EXCAVATIONS SHALL BE THF. MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. UNDISTURBED VIRGIN SOIL WITH STABLE M0157URE CONTENT AND NON--SHIFTING CCA,`5. A A!R-�PACE BETHEEN THE ROOF AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15, TYPICAL 'ZCOF GENERAL LIGHT, VENTILATION * HEATING NOTES, CAPACITY Or TWO TONS PER SQUARE FOOT. 17 15 THE SOLE RE5PON515!LITY OF 1-MTP CC 'J' BUILDING PAPER ENERGY NOTESi THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS IFRR FWFA-. 4H:I: I Z:'�Z5 AS PER PLAN, I. ALL HABITABLE ROOMS SMALL BE PROVIDED WITH AGGREGATE GLAZING ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A SUCH ROOMS. 16. TYPICAL AREA OF NOT LE55 THAN 3% OF THE FLOOR AREA OF NATURAL 1, TME ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF II YORK STATE LICEN5ED ENGINEER. THE CONTRACTOR SMALL NOT START T'C7�4 ) orq p VENTILATION SHALL Bi. THROUG14 1,-JINIDONS, DOORS, LOUVERS OR OTHEP AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN AE, jlrl'lr�� WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GPAD,;• -1 3 P �7 A � C COMPLIANCE TO THE 201a ENERGY CONSERVATION CONSTRUCTION CODE OF SYSTEM OVER 2x& APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING, SUCH OPENING 7- AND ONE HALF TONS PER �X�UARE FOOT. THE CONTRACTOR SMALL BE 1'I^-LLfr,,,'TU75 A T 1�;' ,7.v. V:!7I-' 5ATT INSULATION PER SMALL BE PROVIDED W1IT-W READY ACCESS OR SMALL OTHEP'NISE BE READY NEW YORK STATE. RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND PIAN, "El ':".'IPE A�iD S�Ik'�-KLE TkREE COATS. CONTROLLABLE BY THE BUILDING Or-CUPANTS,b. 2. ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND SMALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS EXTER.ICR t,�A-Lf- AN'D E-V.P-Itw- 2. THE MINIMUM OPFN ABLE AREA TO THE EXTERIOR OF THE BUILDING SPECIAL SYSTEMS SMALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE LIST OF DRAWWG- I. NOI ; 4 o, t,4(:)T BE LOCATED IN SMALL BE 4% OF THE FLOOR AREA BEING VENTILATED, (2010 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS TL r':`rCWE5 IN FROM THE ARCHITECT. 4E OF,' STUr, LFK,CiTW. .[4TWE OUTER 1/3 OF THE RES CHECK REPORT OF TWE5E DRAWINGS. �'A,_LL NOT EXCEFD 2E,% OF THE STUD DEPTH. P4 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE BROLJG14T TO THE T I TU T A GENERAL GLAZING NOTESt 50LE RESPOS:BILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS SHEET A I GENERAL NOTEN !`-.'r�T FYCZED 4�'A% O� �4,z STUD DEPTH NO 2. ALL BACK FILL SMALL BE CLEAN GRANULAR FILL r REQUIRED WEIGHT. F !7 '�4 TAT Fc-'Ai.! ?,In-' EE CLCV,-F, THAN 5/01TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS C` 'TliE 7u-r �,IJAL;- N(Tr EXCEED 60Z OF THE I. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUS-t A XT 3. NO BACKFII-L SMALL BE. PERMITTED AGAINST TWE CONCRETE FnfJNV.A-rf01? X.,�E;�) W SMALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HALLS WITHOUT THC FLOOR FIZAMINI--• OK PROPER BRACING AS REQUIRED TO AR ' D0J.5LCc, WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE Ilii5�511-E WVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES SHEET A2 I ST FLOOR PLI-It N PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN Ahi, 1*77-,"1-F::� A�,![) i. N *14,F SAM CRC)�55 SECTION TEST OF ASTM E Iqq& AND Or ASTM E le&6 AND R3CI.2.1.2 OF WAVING JURISDICTION. ALL SYSTEMS SMALL BE DESIGNED AND CERTIFIED BY A MINIMUM OF TWO WEEKS AFTER POUR;NG THE FOUNDATION HALLS. THETHE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTiJ.I NEW YORK STATE PROFE55IONAL ENGINEER. SHEET A3 2ND FLOOR PLA1\- TI CONTRACTOR SI-ALL BE RE5r---+45IBLE FOR ALL DAMAGE TO ALL CONCRETE WORK, C. Ftz!0V!!:1": �Tuci5 %,r CI-C, FOF A-; «:t'-F:Ft!CF- 4ALLS UNLESS NOTED C THEr-Z'-4 G= BY EXCEPTION TO 8301.2,1.2. 4, TPF ARCHITECTS CERTIFIES THAT TO THE BEST OF W15 KNOWLEDGE, BELIEF FOR CONCRETE PIERS AND FOOTINGS SMALL BE A AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET A. ALL EXCAVATIONS d. Vr',ILLS UNLESS NOTED OTHERWISE. MINIMUM OF 5'-0' BELC*4 F1ISJiSW3O GRADE. c. '.;Im,Li-', 8,�-L C<�' TN',,CIJ�2- )RIZ-')NrTAL 5;!.)PPIORTS INCLUDING THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 201D SHEET A4 ELEVATIONS C 5, REMOVE ALL 5PRUE-S, TREES AND PLANTINGS AS REQUIRED. CONSULT E-;T 7S; �-XAPqFIAG: . ASSEMBLIES, CEILING DIAPHRAGM 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R2505 OF NEW YORK STATE ENERGY CODE. THE 2020 RE51DEN-IAL CODE OF NEW YORK STATE .. CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL RC�` SHEET AS ELEVATIONS FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR Ot,. SITE F. FOR C)F-',0F WEAVt'e .,: F L'' PF.CIVIDE: ig)LAD F05TING AT EACH END. �D DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. e F,XP LI; C-ET I,-!EArEPS c-F: Pi.AN, TE,Cn ALL CFvjAG -:�iST OR FLOOR JOIST ON GENERAL- EMERGENCY ESCAPE 4. RESCUE NOTESs GENERAL SNIMMING POOL, HOT TUB 4 51-A BARRIER NOTE5s 0 A7,-,Dr-T SHEET A6 SECTIONS EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE 54ALL M. LNTEL`i S4 &-L r7�,� r.-izj{, ALL SWIMMING POOLS, HOT TUBS AND SPAS SMALL BE PROVIDED WITH BARRIERS AS PER GENERAL CONCRETE NOTFI-c 2xI0'5 F(.iR BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, PROVIDE APPROVED SHEET A7 CODE PAGE REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEI`-4 YORK STATE. '-t. . - TECTIVE BARRIERS AND APPROVED T*,,R!F-= -1)" (LWLFf�,E NOTED OTHERWISE.) PRO PROTECTIVE BARRIER OPENING HARDWARE AS 1. LOCAL SOIL CONDITIONS AND/OR LOCAL PRAC-I MAY NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION "ALL DESIGN. CONSULT WITH I. EOTTCI-I C�r` WFA�Er-,f� SHALL EW TFT AT W-b" ABOVE THE CODE REQUIRES. 2. THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DE51GN BEARING ROUGH UNLE',.`, E,7) EXCEPT10t,- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED T14E PRESSURE IS ASSUMED TO GE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, FLFVATI0H.--/' FOLLOWING MINIMUM D;!-tEN5iONS SMALL BE ADHERED TO° 2. CARRY ALL FOOTINGS TO A, MINIMUM OF 36'BELON GRADE ON TO A FIRM MAXIM,'j"-, F" ANS FC,3' k '0�'1%1:15-; SILL (''LAT-:3 US=--' IN EXTF.PIO.1R1 HALLS S44ALL 0. THE SILL I-4E!GWT SMALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNDISTURBED BEARING SOIL. SEE PLAN'S FOR FOOTING SIZES. NOT EXCEE.'.3 THF, F0. b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN e.7 SQUARE FEET ED AR c 1. (FL A, �)F T0 T-0' C. THE MINIMUM OPENING HEIGHT SMALL NOT BE LE55 THAN 24". Ci A4 3. THE FOUNDATION WALL SHALL BE PO RED CONCRETE THICKNESS AS I - <�,, '-� - (FLAT PC 70 101-71' MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN - 0 NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS (2. d. THE r 20' 0 �A SECTION. THE FOOTING SMALL BE POURED CONCRETE, SIZE AS INDICATED CN THE k. PROV1!7+: WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR FOOTING PER FOUNDATION PLANS WITH =5 REBAR IN THE LOWER 1/5 OF THE FOOT -f��Arl ILE JOIST SPE HALL CROSS SECTION. 1, FOR CIFiED. FASTEN OPENING SMALL BE 5�O SQUARE FEET. TO ES�'-7f. A- 1.2" O.C. STAGGERED. TECO ALL 4. 4. (2)-2x6 AC:Q SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. J0157 O LE >GFQI WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL ) 5. %,10 DIAMETER X ICV LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM GRDER' (N '-��2"c DIac-TER 5--F1:E!- COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R210,2 OF TI-,,E HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING 5WALL BE OF N 0418 m. OF 33" O.C., 12- FROM EACH BOARD END AND AT LEAST TWO PER CORNER. 1ATF020 RESIDENTIAL CODE OF NEW YORK STATE. 6. PROVIDE 0 CONTINUOU5 RAGIV INSULATION FROM GRADE DOWN TO FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. 7. DAMP It WATERPROOF FOUNDATION WALL WITH SPRAY-ON WATERPROOFING BY P�UB-R-WALL OR EQUAL. 8. FINISH SLAB SHALL BE A MiN!MUM OF 4- THICK POURED CONCRETE ON UNDISTURBED 501L OR 4" THICK COMPACTED SAND TO q5% RELATIVE DEN51TY, q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION HALLS AND SLABS SMALL HAVE A MINIMUM ULTIMATE COMPRESSIVE F5TRENGTH OF 5,000 P51 AT 28-DAY TE-5T, EXCEPT PORCWES5, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SI-IALL WAVE MINIMUM ULTIMATE COMPRESSION STRENGTH OF S,5r,0 PSI AT 20-DAY TEST. NO ADDITIVES SHALL SE PERMITTED TO No Date Title THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL REVISIONS: AIR CONTENT SMALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE CONCRETE VOLUME. Drawn By: 10. ALL CONCRETE SMALL BE FORMED AND PROTECTED AGAINST FREEZING. elk BE IN ACCORDANCE WITH THE LATEST AC:i H. ALL CONCRETE WORK SI-!ALL Date: 518 AND ASTM C!157 REQUIREMENTS. b 1, 12. ALL CONCRETE STEEL RziNFORCEMENT SHALL BE NEW BILLET STEEL rw7rf, a V Drawing No.: CONFORMING TO THE LATEST ASTM A-615 GRADE 60. 13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED L"D WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK AUG 1 7 2021 STATE LICENSED ENGINEER'. 14, ALL STEPPED FOOTINGS SMALL NoT BE GREATER THAN (1) VERTICAL/ (2) Al HORIZONTAL. ,rr j OF 7 SHEETS B O � I O Ex. Ex. t"x. M U I i I 0 I I W I l II TJI 3G0 q%2" E.J. �j x — - - Cal 1 c 0.C. x/ Ll �D pi EX. EX. EX. EX. EX. EX. EX. EX. I 0 O W � r cm l 00 7—J! 3C-0 cy2. F.J. 6 C I I 6 I V 16 Q.C. / � I pip I I p �q I `V 00 � X . an d I I an d I U �/ c d I � Il `• ' J N i F- tl I 1 I I-II °+ c^ I I I L.V.!. F.J. -- I �O IL EXIST. > LIVING EXIST. — ROOM MEDRCOM EXIST. I W BATH I s� ',-JI 860 qI '2" F.J. X j I • • W X ' w I A EX. F.J. C /•I•F•% I � 1-tECH. KITCHENT. - - - -- - ------- - — OQ I Q A 1, GL. v u I —ZlATH EXIST. CLOSET I _ EX. NI�`F2. -----� DINING r-------- ---- s ._ \"�u II _ _ oil I I I I 60 FOYER I and I I and i lu_ j 1 -- EX. I EX. EX. I EX. EX. i � I I I / I ' EXIST.COVERED PORC44 I Fl Fl PD M.4.1/TFC w � 041861 OQ� 9rFOF NEv`1y FIR57 FLOOR PLAN AREA GALCULA71ON5 �\ 5CALE3 4n-1i-0u \ EXIST'G. FIRST FLOOR 1, 775 S.F. 2, 4�3�1 S.F. NEW FIf,ST FLOOR O S.F. EXISTING TOTAL FIRST FLOOR 1, 775 S.F. 71G S.F. • } IN N E W J EXIST'G. SECOND FLOOR 714 S.F. NEW SECOND FLOOR 71q S.F. � TOTAL SECOND FLOOR 1, 433 S.F. Ido. Date Title f TOTAL BUILDING AREA 3, 20£3 S.F. REVISIONS: s Drawn By: R M 1"1 LEGEND Date: €3/13/21 EXISTING WALL Drawing No.: PROPOSED WALL NOTE= 1 VERIFY ALL EXISTING CONDI i IONS AND CLEARANCES WALL_ TO BE REMOVED PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. - -- NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. A2 OF 7 SHEETS 16'-2" ------- --- 133---4a ----- --- tom'-2n NEW EY1S"1''G-v —� NEW 2"-OII 11'_r.91I 51-411 41-714 41-71I L 51-,411 I11- 11 .Q• a �' g BALCONY — — — — — — -E G R E S£'a L- - -- — — — L V VIP , P� � � L� U 1£346 TW B04LO ��`� H (3)-2"x10" fON7. HU � I 1 - I � " a � � Q 0 3OX6m 1" A 'T _ 1 m A l- 5• m °� o x � -T � a b\. 1 �/ w f = BjED � m I 1- 5 U ROOF O.H. I I N - = I N J W 131 _ cy ILI r mJj I EGRESS EG ESS \6, t 144-5" 0 ^ I \' , EGRESS EGRF_SS I IN U m TW21042 TW 1042 0 , W EX T R R. / 7Vd21042 7"21042 I m � N � EXIST. R.R. 00 1 - - - - - - i� = cMv - - - V.I.F. r� (3) 2"x10" CON IH1DR. _� � � + � GAS (3)- I"xl0" CONT. IbR. � 1 I � In F.P. /-FLUE I F OM B LOW I 3 IV - - a Q i i u 0 i I HPDR 8 Q _ ( I I I X _ I 51_al! 2 X(a 1_oiJ _ I I 131_On 4 - Iy2 t— N — C J EXIS NG L I I � WA TO o I { I I B REMOVED �,\rn-1 -- - I -J-I' i-I✓.1R. I I SD VERIFY ALL CONDITIONS - I 02"xE3" �C.J.2�x�e r ! AT I I VERIFY ALL CONDITIONS MATH _ � - - - -- -- -- 17 Ito - W o N Qi 5D �p n I , ! �0 5 D N 0 1 W I - 3 II m O ��I \ Lw 01) i W_�l cN O 1- m 13 I I N m N I W �' _h o 10 l!? - `�"� .I '' W CL.� 4'-7&1f v 14 31-2u E X 1 5 T l R I D G E 3'- 11 CL.VH,,–o+ -- —- - - -��LL 3611GL. 1� -DN-iFo�, +I`� Is© C� i yl� so-+WR." `i ' ^` -Irl bW 4-4 o W O l3�- -- N N , -\. �1 r4 �� ' N NI IY a o '� ' W -- -- - ISI W �ry 1 I �/ { � VERIFY ALL CONDITIONS `, 1 ! I 1 VERIFY LL ONDITIONS ��1// _ I _ 1..r ° EXISTING 1 I v s I 0 I BE L TO I V1 � 2\\ - _ v BE REMOVED I I I � Q�/ . m I r ` 5 11 , VII I- p I I J 11 �JHWR. 1 it 11 '� . = WW�-� 5•.�fl - 0 I I 134-0° U O I tjy,�ll 1 j ' oL I 1 ) q �iI II NIS I `11 NI OX II q t9 II 1 I Z t x - - 1 DOOR `y/ .A �c �— I 1 I I .. .. ., 1 (3)f-2 x10 CON -IttlDR. g� _ I •a (3)I 2 xi0- CONT. ;HDR. 1 7"21042 TW 1042 EX, j p- 7"21042 TW21042 I I — I — -- — ROOF OJ4.- I q i L-3 PRD M.I Q`� C,� �4186� �` NE- Wf i AREA CALCULATIONS �; \ 3'-4" I 1!'-r�11 III-5" 31-411 I1'-5° 10 EXIST'G. FIRST FLOOR 1, 775 S.F. \ 2, 4f3q S.F. NEW FIRST FLOOR O S.F. 71q S.F. W .. E �, NEI -4 1�E1,.1 EXISTING TOTAL FIRST FLOOR 1, 775 S.F . NEW EXIST'G. SECOND FLOOR 714 S.F. - �. NEW SECOND FLOOR 71q S.F. TOTAL SECOND FLOOR 1 433 S.F. S _.ate � No. Date Title SECOND L-OO T=L-AN TOTAL BUILDING AREA 3, 20E3 S.F. REVISIONS: -- -- i -- -- - 1-- —=_- - Drawn By: �. . IF I41 Date: �/13021 EX15T!NG WALL Drawing No.: � NOTE= P'ROP'OSED WALL VERIFY ALL EXISTING CONDITIONS AND CLEARANCES AV - _ = WALL TO BE REMOVED PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. A3 I NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. i OF 7 SHEETS NEW CHIMNEY - _ Iry EXISTING VALLEY FLASING U OTYP) U en - -- -- - --- - --- - ---- - -- - - --- - ---- ------- - ---- ---- - ------ - ------ -- ------------ --------� - - LINE OF--EX15T'G - -- \- - — -- -- - -� - - n_ " TO BE--REMOVED - -EX / \ - - - /-� - - - - C7 / y \ TYPICAL- ROOF CONE'T. \ / ASFHALT ROOF SHINGLES _ / "EADFLASpdING__(Tr'Y — �- --- - --> —_ -- -- --- U - - W FASCIA (TO MATCH EX.) ----- - - - - - - - - - - - - A LA I -- 1 - H IX II� 71 `I 00 f ! - } -i=--� -= .1LLrPJ421042 i CONST. � r , -� XT. S�.ALL G r� , �_-s.-,. E ' I tlr i N � TYPICAL -- - � i -rw2ioaz LL- a2 � - - _(TO MATCH EXIST'G) - r+j -- 1�- -i_�- - 00 LINE OF EXIST'G, U O `r' � I N � O EX ISTING kn IST1NG ROUGH 2ND_FLR. i I nF iEX. EX. EX. EX. IO EX. ROUGH IST FLR. L] 1 z V1 i r � A O FONT FEL-EVAT ON V. 12 12�/ VALLEY FLA.SING (T Y P) l--I 12 rEXISTING14 12 i f'�XISTING —� e 41- -- TYPICAL R.007 CONST. HEAD FLASHING (TRY.) � - ' - ASPHALT ROOF SHINGLES � F �-i ---- r 4 -- - - - - r _ - _ _ r ! �.` - r FASCIA TO MATCH EX.) _ 21, el - li t- I I . SLI v. � I - I 4 3 TW TYPICALElXT. WALL CONST. -- Y L-210410 GREs9 EGRE99 EGRE°39 SIDING (TOMAT GH EX I ST'G ) - T RD M,M - (V �F2�aMW 1.F.) OVE WINDOWS S � FILL \ PF Ar R C U r--j W2ND FLR. { ST 04186 �T-OF NE�yO EX. EX. �---- . .._ EX, EX. 8 F,Z0UGH 1ST FLR. ! _ — I _ No, Date Title GRADE REVISIONS: RIGHT L- VAT 6 N Drawn By: -- - — SCALE, y�11�I I—011 Date: €3/13J21 Drawing No.: NOTE= VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARGNITEGT OF DISCREPANCIES. NOT RESPONSIBLE FOR G1-4ANGE5 MADE WITHOUT NOTIFICATION. OF 7 SHEETS s LL 12 � l� BLIND METAL EX� FLASHING (TRY.) -- - --- I - - -- - -- -- - -- ---- ---- ---- ---- ------ - --� Mo - - -- VALI - LINE -OF - F ASN I N --(TRY.)---- - - -- -- - a, I-1 -_ TO BE__REMOVEL? -- -- - - - - - - L G HEAD - - \ -- - FLASI-ZING - -- - - ^ (TRY.) \ - - -j� -_\� - -- -- C TYPICAL- ROOF CONST. - -- -- - III CEDAR ROOF S!-IINGLEa �� \\ -- -- - \ - -- --- -- �\ - - - - -- FASCIA (TO MATCH EX.) --- -- - - -- -- - - -- -- r- -J cu T L---� -- --- - -- -- �� U T _ Q Ij 1 -� -� o (V.l. .} = _i _j_ , = � it T- (V.1.F. i, Q -- - - [ a TYPICAL EXT. ALL CON — SIDING (TO MATCH EXI W T'G) 7W21042 I Lj::r: 1042 _7 TW TW :3046 TW I TW21042 TDu21042 � r- 1� 00 \/ EGRESS 1846 V N � JULIET 00 BALCONY O , M ROUGI-I 2ND-FLR. N v i EX. EX. 0 EX. EX. EX. EX. EX. EX. EX. EX. EX. ROUGI-1 IST FLR. 0rT V1 GRADE o W BACK ELEVATION SCALE= 4"—V-0" \ VALLEY FLASHING (TYP.) vv�11 12 12 O 41 �� 1 14 TYPICAL ROOF CONST. ASF'!-ALT ROOF SHINGLES FLASHING i (TRY.) _ FASCIA ("T"O MATC14 EX.) - - - - I JII j— [_ i YPIC.AL EXT. WALL CONST. FY4H3�60 --- TW210410 -,�< �-z --- -11-1,-4:210410EGRES. l Ell --- ----_ ---_-_-_ - i S I - - � SIDING ( . O r'iATC.J EXIST'G) 1 i � (V.I.F.) fi 12 -REMOVE WINDOINEi t FILL 14 `�� Pip M.My/TFn �I ROUGH 2ND FLR. S 04186 Q�j OF N EX. !I I T�TF EX. —EXISTING — ROUGA IST FLR. GRADE No.11 Date Title REVISIONS: L E E L E-VAT I N Drawn By: SCALE: 4"-V-0" Date: r Drawing No.: NOTE; VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. a OF 7 SHEETS (v.I.F.) TYPICAL ROOF CONST. 12 / , ROOF TO MATCH EXIST'G (� 30ze BLDG. FELT UNDERLAYMENT 1`n SELF-ADWERING "MOISTURE GUARD PLUS" S/a" AG EXT, PLYND. SHEATHING 2"x10" R.R. 2"xlO" R.R. CD 16" O.C. CD 16" (V.1.F.) �� COLLAR TIE (V.1.F.) 12 / 12 4 2"x10" R.R. 2"x10" R.R. V 16" O.G. @ 16" O.G. (J FASCIA It SOFFIT A7 i 2"x€ .. C,J. OD 16" 0.C. (TO MATC1,4 EX.) i _ , .Y, . , v— ILI (2)-2"x10" HDR. TYPICAL EXT. WALL CONST. � a 21_g11 21-q" SIDING TO MATCW EXIST. rT, (XL 303* BLDG. FELT UNDERLAYMENT I'i•� Q (V.I.F.) _ lu _ a - (V.1.F.) 5 „ O O > �i� W > IY /a EXT. PLYWD. SHEATHING I �>.. w 2"x6" STUDS V 16" O.G. 0 CL. SEE RES GWECK = VERIFY ALL CONDITIONS I' 5/01, G.N.E . W (.I.F.) 12 A7 r J s/a" PLND. SBFLR. J s/a„ PLWrJ. SBFLR. Q —14 1--1 U 2ND FLR. T.O.P. _ EXIST.(VERIFY) --- �� O 0 CQ IL 00 O) 00 DINING 0 r, A , 0 M -15-r. F L R. ------__ —� EXIST.(VERIFY) I E em+da�a "wai • • (V.1.F.) n 12 12 EXIST.(VERIFY) SCALE. W'w I'—O" EX15T.(VERIFY) � V1 IL MASTER MASTER. EX I ST. NEW p w BEDROOM BAT�4 , TALL BATH BATH I _ �g/a" PL"D. SBFLR, s „ N/a PLD. SBFLR. (V.1.F.) r ALIGN ALIGN 12 6 O - �- �+ ,y�r yYy tyYx r EXIST.(VERIFY) i-Y.X - - - - 9 „ I „ 9 u 1 (2)-I /a xql 2 (2)-I /a x�l/2uLT- I 360 9'/2', F.J. _ L.V.L. F.J. L.V.L. F.J. @ 16” O.G. L W EXISTIGr EXIST'G _LIVING ROOM FOYER VVERIFY ALL CONDITIONS ��ED ARCy/T EXIST.(VERIFY) p9 � 04186 I _ BASEMENT s No. Date Title BUILDING S EC7 ©N REVISIONS: t"� SCALES y4"—I'—O" Drawn By: Rt-l" Date: Drawing No.: i NOTE: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPAINCIES. NOT RESPONSIBLE FOR CHANGES MADE V41TWOU—F NOTIFICATION. A6 r OF 7 SHEETS INSTALL 'S IMPSONI " e� s a.�• a e"g �..�.fr" "s.��.� w ��. STRONG TIE' LSTA FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE 13 RIDGE TENSION STRAP 16" O.C. TIES @ EA, END BY SIMPSON STRONG TIE WFOM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS MINIMUM ROOF LIVE LOADS I I/4" X la" 20 GAUGE WITH OF HDR, FOR ONF- AND TWO- FAMLIY DWELLINGS 2015 EDITION (4) ESD COMMON NAILS EACH EIDE _ -_- CIN POUNDS-FORCE PER SouARE TOOT OF HORIZONTAL PROJECTION) !DIST ]DESCRIPTION NJMBE�L OF NAILS NAIL SPACING ----- - HEADER AS NOTED F _ _--_ TRIBUTARY LOADED N __— AREA IN SQUARE FEET RAFTER FRAMING FOR ANY STRUCTURAL MEMBER - — --- p - - --' q p p ROOF RAFTER V 16' O.G. DOOR OF: WINDOW 1 -------- --- --- --�, i Rofter to Tcp Plate (Toe-noiled) O AS NOTED , O TO 201 TO OVER Woil height 3 Ft, 3-Bd?# 7$ per roFter ROOF SLOPE 1 Noll height ^ - 10 Ft. 4-5d?# ?$ per rafter 200 600 600 f7 p ( k Ceiling Joist to Top Plate (Toe-nailed) FLAT OR RISE LESS THAN 4 INCHES PER FOOT Wail height r 'rt. 3-ed?# ?$ per joist (113) 20 I6 16 Wall hei rant a! - 10 Ft. 4-Bd?# ?$ per joist --- ------ F RIDGE RISE 4 INCHES PER FOOT (1.3) TO LE55 Ceiling Joist to Porcil!ei Porter (Face-naiied) RaoF Spm (Ft,) THAN 12 INCHES PER FOOT (111) ROO 12 20 28 36 16 14 14 RISE 12 I __ -- 3:12 Roof S!cpe @ Ib" o.c. 5-16d 8-!6d 11-16d 14-16d GREATERNCHES PER FOOT (I.I) AND 12 1212 V 4112 Roof Slope 0 16' o.c. 4-I6d 6-!6d 8-16d II-16d each lap 0 5:12 Roof Slops @ 16' o,c. 3-166 5-I6d 7-16d 9-16d each lop ! M 7,12 Roof Slope @ 16' o.c. 3-16d 4-16d 5-I6d 6-I6d I _ RIDGE STRAP 222 Roof Slopet @ 16" o.e, 3-16d 3-164 4-I6d 5-IC 12x12 Ravi S1ape @ 16" o.c, 3-I6d 3-I6d 3-I6d 4.162 w CJ MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS rr, N.T.S. Ceiling Joist Lops over Partitions (Face-noiled) ROOF Span (Ft.) (IN POUNDS PER SQUARE TOOT) O v TYP 1 GA L D ETA I I 0 12 20 2B 36 V j H 2 Roof SIS @ 16' o.c, 5-!6d s-16d li-16d 14-162 EXTERIOR HEADERS 4:12 LIVE LOAD W 3:1 4:12 Roof Slope 0 16' o.c. 4-16d 6-I6d 9-I6d II-I6d each lap 5112 ROOF Slaps 0 16" O.G. 3-16d 5-I6d 7-I6d 9-I6d each lap EXTERIOR BALCONIES 40 �� x 7,12 Raaf Slops @ IE" o.c. 3-•16d 4-16d 5-16d (6-16dU ROOF RAFTER 9:12 Rocf Slope,- @ 16" o.c, 3-I66 3-I6d 4-I6d 5-I6d DECKS 40 U► 12112 Roof Slope 0 16" ox, 3-I6d 3-I6d 3-16d 4-16d ATTICS WITHOUT STORAGE 10 � C Q Collor Tie to Rafter (Fore-noiled) 6-Bd per tie ATTICS WITH STORAGE 20 W Blocking to Rafter (Tae-nailed) 2-5d each end ROOMS OTHER THAN SLEEPING ROOMS 40 a 6/,"0 x 12" L. x 3'-0" O.G. ANCHOR i i BOLTS W/ 3"x3" SO. STL WASHER. Rim Board to Rafter (End-noiled) 2-16d each end SLEEPING ROOMS 30 II (P-O" FROM CORNERS) WALL FRAMING f V et AS PER TABLE 4 00 o• Top Plote to Top Plate (Face-nailed) 2-16d?l per Foot TOP PLATE Top Plates at Intersection4 (Fore-nailed) 4-16d joints - each side X 0x0 00 Stud to Stud (Foce-noiled) 2-I6d 24" o.c. Header to Header (Face-nailed) lad 10 ox, along edges TABLE R301.2(I) pa M INSTALL "SIMPSON STRONG-TIE" CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA C CLIPS 4p 16" O.G. 1^I/S-3d NAILS Top or Bottom Plata to Stud (End-nailed) 2-16d per 2x4 stud WIND DE51GN GROUND SEISMIC SUBJECT TO DAMAGE FROM 3-I6dpe r 2x6 stud SNOW FROSTLINE SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN 4-Ibd per 2xB stud LOAD (MPH) EFFECTS REGION DEBIS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY v 25 PSF 190+ NO NO I B SEVERE 3'-O" MODERATE SLIGHT TO I • SIMPSON STRONG TIE MTSI?-. Bottom Plate Or Floor joist, BorKljoist, MPH TO HEAVY MODERATE ro• 1 1/4" X 16 GAUGE STRAP W/ Endjciyt or Slacking (Face-noiled) -- i 2-ibd ?l 7@ per root (4) 5d COMMON NAILS ((5) bel ----------- COMMON NAILS IN GARAGE:) INTO FLOOR FRAMING THE ROOF RAFTER 4: (4) fad Joist to Sill, Top Plate or Girder (Toa-nailed) 4-5d per joist COMMON NAILS ((5) €el COMMON NAILS IN GARAGE) INTO THE WALL Bridging to .deist (Toe-nailed) 2-15d each end STUD. Blocking to Jost (Tee-noiled) 2-15d each end Bioeking to Sill or Top Plate (Toe-nailed) 3-I6d each block Ledger Stria to Bsom (Fcr_e roiled) 3-16d each joist Joist on Ledger to Bean (Toe-noi(ed) 3--Bd per joist GLAZING PROTECTION FROM WIND-BORNE DEBRIS Band Joist to .foist (End-noiled) 3-•16d per joist S2 �'..�I-"�-"'c5. 12 DETAIL Band Joist to Sill or Tc,-, FLate (Toe-noiled) _I_ 2-I6d?! per Foot NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNES5 OF rT -------- ROOF SHEATHING AND A MAXIMUM SPAN OF O'-O" FOR EVERY WINDOW. PANELS 1 I N.T.S. > SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH �~ ..'•' Structural Panels 8d 6" EDGE/ 0' FIELD APPROPRIATE ATTACHMENT HARDWARE, ATTACHMENT HARDWARE DiOeo+xll E3•oal-d SpiCa•hi,>g SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. x6" or i'Xa' 2-13d each end 10 •'" '.'.o..,. 1%10' Or t;.,ider 3-Bd each black FASTENER TYPE FASTENER SPACING ' v CEILING SHEATI-TING PANEL SPAN PANEL SPAN PANEL SPAN Gypsum Wallboard 5d coolers 7" edge / 10" field �x o i•p_ 0• 2)c' ab WD. SCREWS -� INSTALL "SIMPSON STRONG-TIE" _ oI MSTA36 STRAPS Ire" O.G. Structural Panels WALL SHEATHING p y.. # 16" 12" a' •II SECURE WITH 26- IOCI NAILS see 5Im IIu Wall `4� Sheathing Pressure E Nailing 2 8 WD. SCREWS Ifo„ 16" 12,• aI Fiberboard Foneis Zones this page,) 7/16' Bd 3' edge / 6' field 25/32' Bd 3" edge / 6' Field \ 04! S5 MALL—T4—I ND. CONNECTIONS N,T,S, Gypsum Wallboard 5d cooler 7" edge / 10' field r•�-i \ Pardb.abd Bd ( PIFleeWott IN SCHEDULE ABOVE Sheathing Pressure Q Nailing see 5Im 1 AS NOTED D oglona'ii Boad-d Sheothirxa z«as thea Page.) I"xb' or ['?.ifs' 2-13d per support WINDOW - PLYWOOD AS NOTED I'X l0' -orCJider 3-13d per support GLASS 2'XA' BRACE V LARGER SPANS i SIMPLIFIED WALL SE-IEATI-IING FLOOR SHEATHING, PRF_SSUFZE it NAILING ZONES Structural Panels I" or less ad 6" edge / 12" field SI LL \\\ greater than I" lod 6" edge / 6" field Q Z Diagonal Board Sheathing ;•I i"x(p' or I'at+" 2-Bd per support LU 1"xl0' or hider 3-13d per support n ° —IM ?! Nailing regrir)rents ore based on Wall sheathing railed 6" on-center at the panel edge. If i:iall sheathin PLYWOOD STORM PANEL r P..� V ^ is na!'d 3" on-center at the pa-el edge to obtain higher shear capacities, nailing requirments for "SHUTTER' DETAIL o n structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to l `i maintain the load ppiath. ?a When Wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to I-I6d nail per foot. o �. o I ao 1 i NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN T"IS�",� G DETAIL N.T.S. FOREST AND PAPER ASSOCIATION (AF � PA) WOOD FRAME CONSTRUCTION MANUAL MALL SHEATHING NAILING SCHEDULE FOR ONE AND TWO FAMILY DWELLINGS, Igg5 SBG HIGH WIND EDITION, SEGTION 2. ZONE 5 ZONE 6 \ �ERED Ar? O' ! �5l EXISTING EXISTING O O � , PRD M. FIELD ` 40011ir ROOF 4" O.G. all O.G. --r---- -- -- --------�- �G 9J INSTALL "SIMPSON STRONG-TIE" EDGE H-6 TIES IF 16" O.G. 1^1/I3-€3d NAILS 3" O.C. 4" O.G. * 7 I! H6 e ALL y2" EXT, PLYWOOD WALL SHEATHING TO BE SECURED (� _ INSTALL "SIMPSON STRONG-TIE" WITH 6d COMMON NAILS- 2°' x IIY?" GA. - PATTERN / 5 N6 INDICATED ABOVE. i ROOF s' V.T.R.--- I s• V.T.R. 1 cSJ �4�86 LTP4 ANCHORS V I6" O,G. W/ 1 12- esd NAILS 1 � i _ �— J, 2' �� — �, "9TFOF NEW ape - ---•- ------- ---- ----L- F-.1 I I f' --i -i o I-- — O 2J 2'I 2.1 2'1 2'I 2.1 2.1 • o °/a"O x 12" L. x 3'-O" O.G. ANCHOR COMPONENT AND CLADDING PRESSURE ZONES eXROOFG "v ,BOLTS W/ 2"x2" 50. STL WASHER, NUMBERS INDIATE NAILING ZONEr- Ns , R BP (1'-0" FROM CORNERS) � 2ND FL. 6 2- s 2- �� LTP4 AS PER TABLE 3.2A 4 3.2!3 EXISTING EXISTING EXISTING LTPA ROOF 51•-I EATI-I I NG NAILING SGI-I EDU L E ROOF ROOF ROOF IST FL, ZONE ZONE 2 ZONE 3 ZONE 4 --- --y --------- --------------I— = i i FIELD No. Date Title all O.C. 12" O.C. 3" O.C. 4" O.C. i REVISIONS: EDGE 4" O.G. 6" O.C. 3" O.C. 31' O•G. 0 i O i BASEMENT i Ex15 r,NG i Drawn By: ALL 31," EXT, PLYWOOD WALL SHEATHING TO BE SECURED i R F i RMM WITH Cd COMMON NAILS- 2k2" x IOY4" GA, - PATTERN AS INDICATED ABOVE, —I-�------ --------- ------------ G:i— CONNECT TO EXIST' CONNECTIONS O O O Date: FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS Ex:STINI. REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL ROOF Drawing No.: MEMBERS" - TABLE R-602.3 (I) OF THE RESIDENTIAL FLU I"IS I NG RISER D I AGRArl ,• _ _ _ - GODS OF NEW YORK STATE, ---- ROOF PLAN NOT TO SCALE NOTf�_-: PROVIDE CONTINUOUS LOAD PATH - "---- FROf'1 RIDGE TO FOUNDATION. r;4A7 Q OF 7 SHEETS