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Home My WebLink About49770-Z pF SOUTyolo Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45957 Date: 02/06/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3345 Private Rd #1 East Marion,NY 11939 See/Block/Lot: 22.-3-8.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/06/2023 Pursuant to which Building Permit No. 49770 and dated: 09/22/2023 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: additions and alterations, including enclosed porch with staircase to roof top deck, two attic storage spaces, outdoor shower and on grade deck, to existing single family dwelling as applied for. The certificate is issued to: Stephanie Seremetis ,Martha Campbell Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1336 2/l/2025 ELECTRICAL CERTIFICATE: 49770 09/12/2024 PLUMBERS CERTIFICATION: Brad Piecuch 09/19/2024 utho i d S ature oS Iffelt.0 TOWN OF SOUTHOLD joy BUILDING DEPARTMENT H x- TOWN CLERK'S OFFICE o . SOUTHOLD, NY r 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#: 49770 Date: 9/22/2023 . Permission is hereby granted to: Seremetis, Stephanie 3345 Private Rd #1 PO BOX 641 East Marion, NY 11939 To: Construct additions and alterations to an existing single-family dwelling to include an outdoor shower and deck on grade, as applied for per SCHD approval. At premises located at: 3345 Private Rd #1, East Marion SCTM # 473889 Sec/Block/Lot# 22.-3-8.2 Pursuant to application dated 9/6/2023 and approved by the Building Inspector. To expire on 3/23/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $781.20 CO-RESIDENTIAL $50.00 Total: $831.20 Building Inspector ,pF SO(/T�o! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ao sean.devlin�D-town.southold.ny.us Southold,NY 11971-0959 Ql�. OOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephanie Seremetis Address: 3345 Private Rd #1 city:East Marion st: NY zip: 11939 Building Permit#: 49770 Section: 22 Block: 3 Lot: 8.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: DAK Electric License No: 5120ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 55 Ceiling Fixtures 23 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt 40A Ceiling Farr 5 Combo Smoke/CO 3 Transfer Switch 200A UC Lights 3 Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 57 4'LED Exit Fixtures Sump Pump Ed Other Equipment: Cooktop , Fridge, Oven, DW, Micro, Hood, W/D, DeHumidifier, 200A Panel 40 Circuit 34 Used, 100A Sub 24 Circuit/ 20 Used , ERV, Steame Shower, 50A EV Charger Notes: Two Story Addition & Whole House Reno w/ Unfinished Basement. ( Everything But First Floor Bedroom & First Floor Bathrooms ) NInspector Signature: Date: September 12, 2024 S.Devlin-Cert Electrical Compliance Form Copy' am Hai Amex ��►® �°��' ��'° (�' 1531)765-18 54375 Mash Fed. R 0.Box 1179 SEP 2 3 2024. 80eqn �It�� '� FovJi'o SO.U.Nd of;�c��aae�0� TO"OF SOUTHOLD mate: / q a Building lit No. �- owner. -Se re M f-i S (PkM print) I cer ifj that the solder used in the water supply system contains less than 211 G of I%lead. (I'h=b=Vie) Sworn to before me this day of S twb 20_ _ Notaryiub&, lOf Cry Sty A.82M _ No.01RMM459 OP SOGtyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-76S-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ni DATE l� INSPECTOR OF SOUTyo� l 9 7 -7 0 ` TOWN -OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 . .. INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ I CODE VIOLATION [ ]. PRE C/O [ ]. RENTAL REMARKS: N) 1 � DATE INSPECTOR q SOGly06 * TOWN OF SOUTHOLD' BUILDING DEPT. courm, ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ r OUGH PLBG. FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: v<7 Q�-V 4D DATE O INSPECTOR OFSOUIyo� l� ld� J l �y✓`" �t` �✓ -` — # TOWNI'OFISOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 111 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: j!b j!2s4A w4L&A rw P 1 — G K - f q,s & k 9- e� � �ca� i 2 DATE INSPECTOR ` OF SOUTyO� # TOWN OF: SOUTHOLD BUILDING DEPT. couNr+�'' 631-765-1802 INSPECTION , [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] .CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cil I � DATE �� ` INSPECTOR w4.. . i 1 3 023 Taws, CO WAV E i` s . Y .d. �t io :. .K 4 I L 1- Y l � �'�• . �. K 1, ��s,�-. . N � 1 c. . .xr _ , I� v„ a • ti 3 -. ,, �,�' _,.C_;R R 1 �. 1"{ � i' y ��.,`� { ' r.' a +�� ' � � a° r° :::._ �'" r y .. L � •q' i �' k -�� l :�.� ._ ' �: �` �� ,� .:�, ,,,� `', �`a �� ;. fps �K. " `:r L •vjr � � t +i'':> a �L` J 1 r' • 1 ..;� �r fir•. ,� z' ;,�� n r�i g� i k� rj� � 4 OUPDNt► ",roe T vk -- y J H Hom(ra p WOH �_�r c%f ! AA 1�rDdno 1 I eWr t �• ti`�� i� � ,� � i�' �oiar r .m ,4 (� 77, lig ARE A /F �4 ter f L4ifit 1 :-77 7 _ p; 1 , ` T. MAP LA VQ go •��uy�tn ' CAP�;f�M�a__`jj��t:.i/iA.+��•.� `��'yyyj1' p�•if"Qr �7T,j A�t 1��'' ►'� � a it r � Y, { it,• ,. 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Iy. •/ � � "��. .s•/' µ r rid � ,, :/_� .� rr J -�� ' K�r_r. r �. _ � � ��. �� l,' yam � i i��.y' !� \ Z f �.... ,•� e a., ' 1� t ;�� .�i. �. .- , ..- �. �e 1 .�.�.i ,�tir ` ,:�� ... � '• \.$!' `�• I r—r.�� > ICI } r` K (r - Y, -.may ,.<I' •t,- � p�Q j"_ :Xf�:..z ��yl� TM. ��*�M1 -- y'� ;t , " x ee , Ar � k L d .. ^re..,,, ItaR...yp9i•,� 4 s .� � t�fl• � '• rtY• t .�' r • � .�•�,•� _ , �� fit/ �;�• �. ,�; y 10 '► ' L t ` 5 ,1 C3 d 77 M Posts From Roof ® Posts Below 2nd F (2)2 x 10 MCQ Lag Bo • a`a F Wall Studs 16"OC Stag —— 2 2x10Hdr HSS4x 2 1 d 1 HSS A v v 1 u� x 8 Fri I 16"O J�— = S 1 cc X ( • � 1 a N ' a ^ I NI U C T 7 �1 N 1. `r 2 x 8 X MCQ FJ N CIALIBRARY I 16"OC 0 1 N a E .sting 2 x T Existin 16"OC ^ 1 1 MW S-2 - 2x8 ITHEN MCQ FJ I 16"OC T 1 r, LAUNDRY N PANTRY 3.5 PSL 3.5 x 9.25 PS — — Q — ,�' ;r HSS 4-A x HSS 4 x�4 T L N CD BXA ROUM #3 i - u v • Existing 3 e x 13 z Glu a w LIVIN Ln A ESL �_ Go If Existing 3 a x 13 i Giul-am C`" x 14 � !hh 7 on*3A 2nd Floor Framing Plan ELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ---------------------- - FOUNDATION (2ND) ----- --- z Jp oe a ROUGH FRAMING& PLUMBING - -- - -- r� INSULATION PER N.Y. STATE ENERGY CODE --- - - �' ------------- - -- Jo- FINAL Q my -- - - ADDITIONAL COMMENTS 21 23 man a�- �3/- 'g P_tGv r4 c 4ld 55 7 5 - - cxt 3LSl-� --- -------Ch o s c — 0 ---------- \Aj e t � sF TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 o,. • o Telephone(631)765-1802 Fax(631)765-9502 hgps://www.southoldtom=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only (� L_� D PERMIT NO. 1 Buildinglnspector: A�� 2 5 2023 Appl►eatohs acid forrlls must tie fillet put if their e�►tiretyt'ineampjexe k appli�atit�n will nat(ae aGce ted 1Cuher the Applrcapt s hot thi`ovaner, o BUILDING DEFT. o�Yci�r' Author%x�ltian farnn{Pagi�' shall be conple+ied x TO��'�d' ' ' OLTTI Date:August 25, 2023 Name:Stephanie_Seremetls SCTM#1000 473889 22 3-8 2 Project Address:3345 Private Road 1 East Marion NY 11939 Phone#609-619,2122 Email sestO-novonordlsk.com Mailing Address 3345 Private Road 1, PO BOX 641 East Marion, NY 11939 Y Name:Stephanie Seremetls Mailing Address PO BOX 641 East Marion,,,NY 11939 Phone#609-619-2122 Email sest al novonordisk.com z Name:Dan Lansner Architect Mailing Address:133 West 28th St, #2C; NYC, NY, 10011 „ „ Eman danians!7! . .mac com 1 Name Stephanie Seremetls Mailing Address PO Box 641, East MArion NY 11939 Phone#609 619-2122 Email sest novonordisk com S ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: []Other $300,000 [Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 Existing use of property:Slllgle fam residence Intended use of property:Sing!e fam residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes BNo IF YES,PROVIDE A COPY. Check$tiX fter`ReXding,thbowner/contra"i jjeslgltprofessibnalTsre3ponsi6(c'foF"alldraindge�n"a#tb�rti►Mtater�ssuesasprovidedby Chapter 236 of the Town Code APPUCATIO[�i IS HEREBY MADE to the Bulldmg Department for the issuance of a Bmlding Permit pursuant to the Bwldmg Zane' Grdtnanee gfthn toa�r►of Sogthold,Su(folk,fo#�ntyrhlew Yoxkprltl othersapp)�rabie fiws,S�rdinahce¢or R Rgutatloes,fiore�onsttucdan ofbuiidfngs, y oldhions,a#terdtions ar for relnoYar ordetitblitiorr as hereln described TFIe hpp�iw�i�aEr�estb comply wlth all applkabJe laws,ordmancQs�build(ngzode; tbusing,code and regtildtions and to admit authorized inspectors on premises and inbuildl�g(s)fpr necessar�r inspections False statements made herein are„ ppnlshableasrt"(aass�lmissle�neanorpur$uatrtto5�e#Ion2tg45ofttYetYewYQr SWtePerb�tl�iw 3 �'� "4 ` �F Y A � �-Y �5 �" Application Submitted By(prin me):St hanie Seremetis ❑Authorized Agent Owner Signature of Applicant ate: STATE OF NEW YORK) SS: COUNTY OF 01^- ) UXl I� J(�.r Plr S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0(D ne (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have 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 t� QL5 Jday of U 20 3 (� . 2)Y , otary Public TRACEYL ER NOTARY PUBLIC,STATE OF NEW 1fOAK PROPERTY OWNER AUTHORIZATION NO.01OW6306 M N.IFIED IN SUFFOLK•COUNTY (Where the applicant is not the owner) ' C0 S11MEXPMMSJtrNE3Q.4G I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 DC � EDV SfF01 MAY 2 M24 DING DEPARTMENT- Electrical'Inspector TOWN OF SOUTHOLD co' 1 tiding Departmen!n Hall Annex.- 54375 Main Road PO Box 1179 own of South®I Southold, New York 11971-0959 py01aQ� Telephone (631) 765-1802 - FAX (631).765-9502 iamesh ,southoldtownny.gov seandO-southoldtownny.Qov . APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION'(All Infoormation Required) Date: Company Name: IeC. IF r- Electrician's Name: License No.: ? Elec. email: , - Elec. Phone No: E31 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) : Name: W12-4--1�5 Address,: -' (' -Cross Street: Phone No.: Bldg.Permit#: u CJ -7-7O, email: Tax Map District: . 1000 Section: Block: Lot:- . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: F32Lrn Circle All That Apply:. Is job ready for inspection?: YES ❑ NO . ®Rough In Final Do you need a Temp.Certificate?: YES(2.NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# O New Service❑Fire ReconnectOFlood Reconnect.OService ReconnectElUnderground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Fly. N. . Additional Information: PAYMENT DUE WITH APPLICATION .' 51T.r,0'�.� �� ! o� vee,Mozo E C E 0 E SAY 2 2024 DING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 C4 �pliding Department p Town of Southol Southold, New York 1 1 971-0959 R<T �elephone (631) 765-1802 - FAX (631) 765-9502 iamesh southoldtownny.gov -- seand(blsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION . ELECTRICIAN INFORMATION (All Information Required) Date: , 2,,.?—> Company Name: ' �leL Electrician's Name: License No.: Elec. email: t Elec. Phone No: 7Ell request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: S +C Ica-t e, Se re w l,24-t`S Address: '376 tl!; Cross Street: Phone No.: Bldg.Permit#: Cf 7'70 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 2®a Circle All That Apply: Is job ready for inspection?: YES ❑ NO ®Rough In 0 ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[—]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Underground Laterals 1 72 H Frame D Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments � r ufFOC BUILDING,DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(a�southoldtownny.gov- seand(a�southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance- Elec. Address.: JOB SITE INFORMATION (All Information Required) s Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO []Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO: Issued On- Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches S� Outlets s� GFI's Surface 2-� C,c Sconces H H's 2 �G UC Lts Fridge ( HW J POOL Fans s- Mini Fr. WAD O—A Panel r Pump I Exhaust Oven 04 Sump Heater Trnsfmr Smokes 3 DW Generator 11Z% Salt Gen. Carbon Micro I GrbDis Water BondLights'- ? , Heat ZX (*jJ Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer ( Disc Combo Cooktop 1<e,1C(--M'inisplit Blower AC Z AH 2 Hood t/ Blower--91 Service Amps 7,0D Have q2 Used 3� Sub Amps-* too Have2q Used 2C� Comments Scott A. R � C s �Ir STO�][�.I��] WATER SUPERVIS T\M[A\1NA.G]EM 1ENT SOUTHOLD TOWN HALL- .Box 18'�rP - � 53095 Main Road-SOUTHOLD, YORK 11971 �if� �- Town of Southold Building Department Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT l j ! ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ;I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i!i i ! APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) ! '•I NAME: " j►C t'7(2 is Nt ET I S Date: i�; Iprmt � � lil ,i! fSiynal-ice�� li Contact Information: (obi - 6( q . I I IE-glad&Telephone Number) I S e St@ h oVOO Ord)isk . C" it !!; Property Address / Location of Construction Site: it: Z #: 1000 ?j L r �A l S.C.T.M. Li 43�S8 q District ZZ 3 !I Section Block Lot j II' ' 1711 'I TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT I'. — — it i Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! X Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Requiredlit ! j l Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit l DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. j - Area of Disturbance is Greater than I Acre &Storm-water Runoff Flows Through Southold j! '! Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department 'l Prior to Issuance of a Building Permit. Reviewed By: � Date: 7 3 jl I 'I! F nR M # CMC P-Tnq nrtnhpr ,)n Ic) f 3117 a 3 VACANT SURVEY OF PROPERTY TOWN OF SOUTHOLD AT10°24'00" W IV09°39'30" W N 010°10'10" W SITUATED AT 29.19, _ 220.39' _ _ _ 158.30 _ _ EAST MARION, TOWN OF SOUTHOLD JU K. R2022 ELEV. SUFFOLK COUNTY NEW YORK JULY 9, 2022 ELEV. ELEV 29,0 31.1 / _ _ ABANDON 31.0 SCTM#. 1000—22—3—8.002 0.5' TOP SOIL (PT) EXIST. SYSTEM� � \ ' 3.5' ORANGE BROWN SILTY SAND (SM) I / POOL / 1 VACANT -150' RADIUS FROM 3.0' ORANGE BROWN SAND & GRAVEL (SP) I I EXPANSI01� POOL EXP 2��\ DECK PROPANE TANK U.P. M DECK HYDRO ACTION AN400 0'H ELECT 28 17.0' I ! 3.0' BROWN SAND & GRAVEL (SP) I / TREATMENT UNIT 10' \ SERVICSOIL E I- 150' R DIUS FROM BORING � C O SECOND FLOOR / I LEACI�ING POOL 8'0 x 12' ! / U.P. 7.0' LIGHT BROWN SAND & GRAVEL (SP) I I EFF. DEPTH I/A PANEL ! J, ADDITION LEACHING /�9� / z- 26,- I I POOL n / I I / NO WATER ENCOUNTERED e � - w DIRT DRIVEWAY � 152' TO otv DWELLING o \ L�I N G WELL WELL WATER co o / POOL 108' TO TREATMENT / TANK t� / 2 STORY SINGLi FAMILY ! I l' WELL WATER LOT AREA: FRAME DWEL IELLING NG 1 130,639 SF (4 BED.); ___4st�2,04/0 SF / 2nd FL. 1,740 SF / TOTAL: 3,750 SF Z W/PART. BASEMEN 24 z NO STORM DRAINS ON / F.F. EL�.1:55 a 28�I SUBJECT PROPERTY ! I coi� ELEV. \ ' 23.1 KAYLEIGH'S COURT ELEV• 835-92' 27.1 — — S 11°56'30" 39'f0" E S 11°15'10" E N 179.63 15.00 151.92' PRIVATE ROAD 1 99.97' EGEN2 L� r I VACANT L-:NGINEEWS CERTIFICATION REQUIRED. WiMIX COUMYDEPAILTUMOF MALTH SERVICES SEP 2 9 2022 SUBMIT P.E. OR R.A.CERTIFICATION ApMOVAL OFN A RE FOR INSTALLATION-AND CONSTRUCTION SUFIFa OF Sze;t S- �,., SMG F Yr � a �r�.� _ .FOR FINAL APP OVAL. USE FORM WWM 073. 7,L. �.�?�'�� tDo ��°F w�-o - ANIEL R. F'.ALASCO , P .E . , F' . C . I CAI« 'I I EDI RO"}i S MTH AP.SFROM DATE C4i o CONSULTING ENGINEER 94 STEUBEN BLVD., NESCONSET, NY 11767 (516) 317-7209 Abandonment of existing sanitary system must be in `� comformance with depann retjuiem nt Submit �sFo pR°• 05699�� DATE SCALE DRAWING N0. completed form lTiNM 0 o as proofOFESS1oNP 07-11-22 1"=50' r FINISHED GRADE 118' 060 67 CONCRETE COVER N `4 MIN 4" DIA SDR 35 PVC 26• PIPE OR EQUIVALENT ri PITCHED 1/8D-1' MIN. 021.125 Cl • ®®® N 420,750 • -' PRECAST SANITARY 51 1/ tb64 N N ®®®®�®® RINGS (TYP) 070 e w 1® ®I� REMOTE PLC CONTROL PANEL ®� ._0• W/ HP80 COMPRESSOR C z 3' MIN. COLLAR MATERIAL TO ® NOTE: PROVIDE SECONDARY = CONSIST OF CLEAN �' ® ��® •,• ® ® GRATES FOR COVERS ®® COLLAR SAND AND GRAVEL im am DEER FL❑ LINE 3' MIN. ABOVE HIGHEST EXPECTED GROUNDWATER BACKFILL MATERIAL TO BE 72 1/4 CLEAN SAND & GRAVEL A 64 6' MIN, PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL S.C.D.H.S. SANITARY LEACHING POOL DETAIL a N.T.S. 40 1/2 60 BILL OF MATERIALS HYDROACTION TREATMENT UNIT REM PM DEscrimON an, HA-180053 TANK,AN400 245 NITROGEN REDUCTION COMPLETE 1 A 180052 TANK,PP.E/PUMP 400 1 MAIN DWELLING ELEC PANEL CB 1 DP1 ---- ------ --O DOSING PUMP a 130002 KIT, SNG 2 TANK CONNECTING STADARD 1 C 100110 ASSEMBLY,RE—r_IP,CULATION 245 COMPLETE 1 F-1 CB 2 RP1 ------ ---- --0 RECIRCULATION PUMP D AN400—P AP400 ATU Wi PLATFORM COMPLETE 1 QUICK E EC50-30—LSO—PLC UPS,EC50-30—L-80—PLC 1 DISCONNECT CB 3 MP -------- - MIXER PUMP SWITCH - --0 TYPICAL HYDRO ACTION AN400 DETAIL �CE��ED MIDWEST P065P AIR SE N.T.S. CB 4 Ct PUMP -------- ---- -------- AIR O DIFFUSER CB cs 5 ;.: SEP 2 9 2022 RECIRC TIMER ENABLEDR. TO CONTRO ' CB A -- ----� L--- - Li PANEL �2 --- --- -- /�SUFl°CC).H&o I, -ji-Ji ICES ------ ----- --( )HIGHWATER ALARM CIRCUIT BREAKER SPECIFICATIONS ��oF N qW�O,A DANIEL R. FALAS C O , P .E . , P . C . C8. 1 - 20 AMP -- ------- FIELD WIRING —o CONSULTING ENGINEER CB 2 - 20 AMP GROUND MANUFACTURER WIRING CB 3 - 20 AMP CB 4 - 10 AMP ------------- PNEUMATIC HOSE (FIELD INSTALL)• r 94 STEUBEN BLVD., NESCONSET, NY 11767 CB 5 - 10 AMP F`. =w (516) 317-7209 05699 a�' WIRING SKETCH pROFESS1aNP� DATE SCALE DRAWING NO. �' '` 07-11-22 N.T.S. 2 VACANT SURVEY OF PROPERTY TOWN OF SOUTHOLD N 10°24'00" W N 09°39'30" W N O10°10'10; W SITUATED AT 29.19' 220.39' 158.30 ROY K. REISSIG - - - 3 - - - - - - EAST MARION, TOWN OF SOUTHOLD JULY9, 20022 ELEV. \ — 2 STORY SINGLE FAMILY ELEV, SUFFOLK COUNTY NEW YORK ELEV , 2 31.1 / FRAME DWELLING 31.0 SCTM#. 1000-22-3-8.002 0.5' TOP SOIL (PT) (4 BED.) \ 1 st FL. 2,010 SF 3.5' ORANGE BROWN SILTY SAND SM 2nd FL. 1,740 SF I ( ) \ POOL TOTAL: 3,750 SF VACANT I ` W/PART. BASEMENT / I F.F. EL. 31.55 13.0' ORANGE BROWN SAND & GRAVEL (SP) 1 \ DECK PROPANE �o 1 DECK TANK U.P. � --� � 8 3.0' BROWN SAND & GRAVEL (SP) HYDRO ACTION AN400 ` A � O fR ECT. / ? 17.0' / TREATMENT UNIT VI I SOIL � ' BORING /A I U.P. 7.0' LIGHT BROWN SAND & GRAVEL (SP) 1 8'0 x 12' —56.5' C 0 _ 26z AS BUILT 1 / EFF. DEPTH A-81' B-47.5 \ B / m LEACHING B-72.5' GD _ 0 22 - 1336 NO WATER ENCOUNTERED w e / POOL or DIRT DRIVEWAY DWELLING o WELL ,0,4 WELL WATER o 'o / I I DWELLING 1 LOT AREA: WELL WATER 130,639 SF NO STORM DRAINS ON r \ / _-24 28 1 SUBJECT PROPERTY I 1 / I coZ-'3 ELEV. m? _ i 23.1 ; F E B 5 2025 ; KAYLEIGH'S COURT I ELEV. 835.92' 27.1 — — I S 13°27 40" E S 11°56'30" E — S 39'10" E S 11*15'10" E N 174.63 15.00' 151.92' PRIVATE ROAD 1 99.97' VACANT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date 2/1/2025 H.S. Ref. No. R-22-1336 The sewage disposal and water supply facilities at this location have been OF NEW r0 DANIE L R. FALAS C® P .E . P. C . inspected and/or certified by this Department or other agencies and found , , to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. P �'o CONSULTING ENGINEER 94 STEUBEN BLVD., NESCONSET, NY 11767 JO THAN PAI, P.E.,CHIEF (516) 317-7209 Office of Wastewater Management �QpRO 05699P��c� DATE SCALE DRAWING N0. FEssm\ 11-20-24 1"=50' 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Foundation Notes: The contractor is to verify all measurements In the field and any discrepancies are to be brought to the Engineer prior to construction. 1-All concrete 4,000 psi after 28 days minimum. 2.All mbar ASTM A-615 Grade 60. 3-Footings are to be installed on undisturbed virgin sob.The O Steel Column From Above bottoms of all footings are to be Installed a minimum of Y below ®Posts Below 2nd flao Framing grade unless Indicated otherwise. Design Loads: 4-Reber Installed along the lop of the foundation walls without windows are to be installed 10'below the top of the foundation wall. Roof 8 Attic-Live Load-20 psf Reber Installed along the top of foundation wells with windows are -Dead Load-15 psf to be installed 3"below the bottom of the window opening. 1'-1�'�---(----•4'-`8 I______ ___1 1st 82nd-Live Load.40 psf 5-Ali snap off form ties are to be removed and remaining openings I j -Dead Load-15 psf are to be sealed/grouted. I �♦ ♦r-- �? � -Wind Loads-135 mph-ASCE-7 8-The foundation contractor shall coordinate with the plumbing and ♦ ♦�__J I MWFRS-Method 2 electrical contractors relative to Installation of sleeves and other ♦ I penetrations prior to pouring concrete. I ♦�--- --_I� Design Criteria- � O other floor peneltrationa.Bong foundation walls and at column and NYS Resldentlal Code R301.2.1.1 and utilized the methods _ and procedures stipulated In Chapter 2 Engineered Design I I I and Chapter 3 Prescriptive Design In the 2001 American 8-Installed contraction Joints In the collar floor slab every 18' Forest and Paper Association Wood Frame Construction nurdmum. Manual(2018 WFCM)for One and Two Family Dwelling Units 9-Foundation excavation is not to be back fifled prior to the m and ASCE 7. installa8on of the floor framing. Am I 10-Back181 along foundation walls Is to be clean material and is to uxm be mechanically compacted In 6'lifts to 95%of maximum dry Y I density. 7' 9114' ® 11-Follow cold weather concrete treatment relative to add mixtures In accordance with ACI 212.3R.Use Air-Entraining admixtures per ——— q•-1p��^ ASTM C260,AASHTO M154 or Water Reducing and Set. Controlling Admixtures per ASTM C494,AASHTO M 194 only.Do .5000" F,———— I— not use Calcium Chloride or other corrosive type admixtures. ll "' A I I S-1 No,5 Reber Dowels i6.Embedment edmeEpoid A. lxistlng 6 x 6 Il 4'Embedment 7 II n II I II Existing CM I I (I b' I I I Existing 6 x 6 ® ——Ei J'0 Anchor Bolts 25" 6 x 6 x W 1.4 x 1.4 W WM Top Y3 of Slab No.5 Reber Dowels OC in 8'End Zones 2 OC In Inlerior Zones 6'Slab 16°OC Epoxi x I,o Ne 3'-6'x 3'-6'x 4"Embedment LL `, 6'0 Steel um 12 eAv No.5 I— /Re ar 11"OC Grade race N Existing —_ 8'0 Steel Co, sung CMU Grad 3,-1, 2° _ — — _ r -- J� I _ Etdsting6x6 I Existing8�6 5—.E ..I Ji��—�__--- ,. '.`:S L--- L—I—J °r 10' Mechanically Compacted Fill c �:;v.-.;"tif::"Ir.{.��•:,. New 3'-6'x 3'-6'x tt 12 elw No.5 u� •.'a''! Fr •=�� '::.'..;R"-::::'i:1::. Reba r ll•OC �4'�JI� Rebar "r Existing Steel 3 3' 3• 3' 3- - 3' °f Column from wAbove \ � �� 20' (3) No.5 Reber 12 20 \\V_ New CM Pier nd2'x2 x12 Footing and Slab Detail Footing and Slab Detail cue Footing 'stlng CMU A scale:112"=1'-0° B Scale: Existing 6 x Existing8x6 _ _ __� —��— — I-- Point Load From �J l' ' I P;'� ,♦ Belt Beam —J S 14' Ends Together AbOVe D with 2+]'0 ry S-1 Through Bolts 1 ` n Existing Steel New 3'x 3'x 12' 9�—. Existing Steel Column fro 6'0 Steel Cotum /w No. Reber j— -------- --- �'•+4 Abov I` .r'.5 . Column 14 OC FJW r (ice) — 5�' I xisting 6 x Existing 8 x 6 I Z r 400 4 ♦ __� ---�_—�--..ice — _—�—_ ♦ �_______ I ',xt ♦`♦ i 12,3 20' I� (('� 0 �// (� ______ _______ Footing and Slab Detail �C lVi U j 3 , U Scale:112"=1'-0" C Footing and Slab Detail DEC 1 3 2023 6cale:,12•=,'-9° • Foundation and 1st Floor Framing Plan BAding Department Scale: 114"=1' Condon Engineering, P.C. Town oa Sowhold Plmu ftW 14eCMCo M.fe roeMB.PA.Itheturdu ft No�-YOM5.ki a9m IaX.+wm+u.s. ,rros.mr.nrce� %+.aPsuwebw. a.rea Drawn by:JJC Campbell-Seremetis �-� .ragreacNw.a"l�as�,.r,mdoavamddrgE�q—.Ame..mo y' 1755 Sigsbee Road 3345PrivateRoad Un ii maze .loft for l s..rrxmmmee,,'imW e:ye'ev,nxnm.•a,a Mattituck,New York 11952 tx"ai_zUdt 01°®IWOM."I°m°'°"or3am•amm°t'wm�ey"w'°` Date:9-29-2023 East Marion,NY usn3mee"e mo e,am,ua,mmrm,u,,ma µ:erica acs7p,5o,Mtnaatt,,,uu„ (631)298-1986 ent 5upvff a PPOPEPTY N 75-12'50" ",hold 210.79 88.17' JOSHUA R. WICKS P . L. S . "i, SURVEYED BY:J.R.W. DRAWN BY:J.R.W. JOB NO.:JRW22-0042 rA5r hW10N, r0KN or�;J P 9 W YOKK 6 915 2',9 55rFaK COLAITY P.O. BOX 593 _j Center Moriches, N.Y. 11934 5 E P 2023 JoshuaRWicksOgmail-com 55uffolk Carty 1ax Aill No., #631-405-8108 4(�No 1000-022,(�)0-0�,00-003.002 Wf Bpilltding Departm nt GRAPHIC SCALE 0 2 2 3 Town of Southol d, (Too) 12AS 9YJ 02116 2022 C) 5cill 1i ko Jill IT Fv % 75*12#50tt E 8817 TLILLY .79 C12 ;210 LOT S14AWN TAX MA P OF 69052#30 co t `J LOT NEW WOOD DECK TO MATCH EXISTI ........ ........... Oil A % 751 Af 174'-1 1" 00 41 MAP NEW iO re )w.................. "S STY Z" 3 >1 C7) cl C) % F 11�1��' QJ to C3EO' CO J r4* ...........�.......... It, CIQ CNN,, FL F, C) 45' r n WOW 0 lit 9 Ol 74.3' 0) 1 STY, JIM #3345 J FF- RES. I M I TV M J F . C\2 CID n6 to .......—----------------- r rue 'all E 0 2&' Eli PW Ct c\1 cill t ............... 'M 31`0.98• ' SITE LA roe SC S 77057'00" C.1) [:I E3 EI Cl) 77 ............ *6 • - , :-, 1045 SF 68 SF 21 SEE DRAWING -112.00 FOR E') • .......... - -11 ,, I \,v i A rid DAN LANSNER9 ARCHITECT �YJ SKYPLANE a. FIR Jill co 133 WEST 28TH ST. #2C DIAGRAMS NEW YORK, NY 10001 Z:� Cq TAX LOT 8.1 -JI.All 212-273-9727 310.98 DANLANSNER@MAC-COM S 77*57'00" W -j- WWW.DANLANSNER.COM I LOT AREA 1,30,639.41 S.F. ND�FL PLAN FIRST FL PLAN CAMPBELL SEREMETIS HOUSE 3.00 ACRE(S) 0 5 Scale: 10 M Scale: 1:280 3345 PRIVATE ROAD 1,EAST MARION,NY 11939 oF REW. 1280-207 Maximum gross floor area for residential dwellings 130,639 sf lot F_ 7,1070 0'allowable----------- 80,000 sf allol in A-C,R-40,R-80,R-1 20,R-200,and R-400 Districts SITE PLAN NOTES. 50,639 Balance over 80,000 SNOW COVER AT TIME OF SURVEY Maximum gross ALL WALKS, WALLS, DECKS & PATIOS NOT SHOWN Lots up to 200,000 square feet of lot area: 2.50% per code ie HEREON NOT GUARANTEED 1,266jadd'I.alloiwab 1,266 sf SEAL&SIGNATURE Date: 08/28/2023 7,100 square feet plus 2.5%of the lot area in excess 1- 8,3 sf total allowable Ot 80.000 square teet up to a total of 10,100 square teet maximum. 0g, jProject No:DL9167 ;�P� 4f, "Jill ............ --- --- 2,16 SF 1ST FL.1 J. LAA, Drawing By: DJL 41, I 1,045ISF 2NDFL CHK BY: ELEVATIONS REFER TO NAJDATUM T., LAND SF TOTAL proposed z 1.2 1 1 v� AS LESS THAN ALLOWABLE g :=, IDWGNO: j..; n RY ABLE 1% 1q. SUB-Dfi 2,OF NEW YORK STATE El ONLY BOUNDARY SURVEY MAPS VJTTH T14E SUPVJ El ALLOWABLE HABIT '07 A-102 .00 (1) UNAUT)IOR'ZED ALTERATION OR ADDITION TO TH'S SgqvV MAP Bi"Al C A LtCFNSED LAND SURVEYOR'S SEAL IS A VOt Oil WITH THE CUP�FNT EXISTING CODE OF i FOR LAND , /V ID -ATION OF SECTION 720 - 0 0111 (3) CERTIFICATIONS ON THIS Boijt�DAqY SURVEY MAP Si3l THAT THE MAP WAS PREPAR 'C 0 SEAL APE GEJ TRUE AND CORRECT C ED IN A, (DSQUARE 4t Cl TO THE GOVERNMENTAL A'J AND TO THE Scale.CORES OF THE SURVEY0 �;Il WORK AND OPINION 1FOOTAGE P'S'CRIN 0 SURVEYS ADOPTED BY THE NEW PORK STATE ASSOCIATION OF P"Orl LAND SURVEYORS, INC. TI-E Cl IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THE TJ C .1 ROUND IMPROV[MrNIS OR ENCROACHMENTS _E NOT ALWAYS KNOWN AND OFTFN MAST BE ESTIWED- IF ANY -TIFICATIONS J ARE NOT TRANCERAR�l (5)THE i OF UNDJ ARE NOT COVERED By THIS SURVEY. (C)THE OFFS OWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES APE FOR A I Vi C INSTITUTION L15r[)ON THIS ROUNnARY SURVEY MAP. (4) THE CL V ENCROACHMENTS ET(OR 0,MENS!0I I, U'�!NTS WERE NOT /2 UNI)ENGJ IMPROVEMENTS OR ENCPOACmL4FN7S EXIST OR ARE SHOWN.THE IMPROVEMENTSRETAINING WAILS, POOLS.PATIOS PLANTING Al AODtT!CNS TO BLIJ AND ANY OTHER TYPE Or CONSTJ CTICNL (7) PROPERTY COl V�"N, SPE-Zi-IC Pj,,RPOSE AND USE AND THFPJ ARE NOT INTENDLD 70 GuTE THE ERECTION OF FENCES, -WAYS AN�C/OR EASEMENTS OF P7-COP,') IF ANY,NOT SHO*N ARE NOT GUARANTEED. SET AS PART Or THIS Svi (8)THl'S SURVEY WAS P,Rro?mm WITH A TPIMBtl SR i TOTAL STATION- (9)THE EXISTENCE OF RIGHT 0, ERRY50--oll 42 \3�\ CEIUE : • r�ir • r - -•• r • R , FIM • • •- �/ =� • r• r , WE � �� "1j1�� I� _ �..�.�� -- I - • _ -•• - • -, �•�- III■�s■ ��-� �� . � � � ��, fill10 amii�►- Ima Elm _�liiurinl-'�.�I �_I�•� �,• —_• / -i///'I� � 9 �' ��,,,'I 101, IJ � lop \� 1 ; 1 • - •� •:}^?net q�� N�h�s, . G r e" a , - ,Y _ f f i° 4 u t , � a I • ■ f'1 ii II 1�;.� II II' � • � � • • 1 ■�■�� — I-' flll 11 lll�■■ r . : r �. I��I ':II�11 ■■ RoQd APPROVED AS NOTED . -aa 23 e.P�..��-1 C� oA�[E. COMPLY WITH ALL CODES OF F&$ 8 3--I a b Bt NEW YORK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND COND,11ONS O 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION-TWO REOUIRED ` �`�1�+�� FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION v FINAL-CONSTRUCTION MUST BE COMPLETE FOR C-O- ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW G : NOT RESPONS113LE FOR N OR• DES CONSTRUCT ON ERRORS DESIGN ELECTRICAL INSPECTION REQUI 1ED Dlovm doo. end�� •. � PLUC.',BER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY must provide M nuab SOLDER USED tt4 VDATER Do J and S as per SUPPLY SYSTEfl CANNOT AIYS Energy Cody EXCEED 7I10 OF 1"1� LEAD. PLUMBING ALL,PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING w, EXISTING PROPOSEDCAMP LL R M TIS H0, U'SE 3345 PRIVATE ROAD 1 EAST MARION , NY 11939 East Marion Zoning orient i K� x r M yy t'i5r with Protected Lands RN 2 3 i ovm tone x i v Legend � �s Zoning East Marion " ae' -' t HB LB ml R-40 . Green,.rlt 80 R-80 ' x� � aqa RR .A Protected Lands ;b HamletCenter m. ^ Green ort Village '" ��..,.,� A •.:6 e. F A k w R-. evv� � Ir ft $'�� I' r f d u a! r 7� h I a Sheet Number Sheet Title :n A-101.00 COVER - - — A-102.00 SITE PLAN- NOTES A-103.00 NOTES DAN LANSNER, ARCHITECT A-104.00 DEMOLITION PLANS 133 WEST 28TH ST. #2C A-105.00 CELLAR PLAN NEW YORK, NY 10001 A-106.00 FIRST FLOOR PLAN 212-273-9727 A-107.00 SECOND FLOOR PLAN DANLANSNER@MAC.COM A-108.00 ROOF PLAN WWW.DANLANSNER.COM V A-109.00 REFL CLG PLAN +ELECTRICAL h:> A-110.00 PLUMBING CAMPBELL - SEREMETIS HOUSE ''�� + '` A-111.00 EXTERIOR ELEVATIONS-1 3345 PRIVATE ROAD 1,EAST MARION, NY 11939 A-112.00 EXTERIOR ELEVATIONS-2 a.. A-113.00 WALL SECTIONS AND DETAILS- 1 i A-11400 WALL SECTIONS AND DETAILS-2 a COVER. A-115.00 DOOR AND WINDOW SCHEDULES i A-116.00 FIRST FLOOR DETAIL PLAN A-117.00 STRUCTURAL 1 SEAL �1(3f1A ��4r Date: 08/21/2023 r A-118.00 STRUCTURAL 2P. ,r;f _ R CTU RAL 3 � �`"� `�J. Lq,.,s `��'IS Project No:DL9167 19.00 ST U g - � B Drawing : DJL QQ ._ � CHK BY: � b ry t } A E . r ti`i0NS � �C Yr� . i{i N1 r RI 4 W D G NO: 0100PiO . 6�z - A- 1 . 1INIHRIOR r r, r j t;6 .Ir,�4 O I l r E.. ,. ' U ' SURVEYED BY:J.R.W. DRAWN BY:J.R.W. JOB NO.:JRW22-0041 FA5f WON, fMN or 5OWat7 Center Moriches, N.Y. 11934 GRAPHIC SCALE 1000-022,00-0--�,00-003,002 88.17 210.79 cl WA ELrV 88.170 LOT NT WN CIO rn NEW WOOD DECK TO NEW PORCH STY IF FL In CA Cl ry 64.8 DECK PCQCH CID Eq CV \ ' �� , ko Cv =: � � o6 ~ CHK BY: � 9. Contractor shall familiarize himself with the project 13. . ,Any piles must be certified for bearing capacity by SCOPE OF WORK and consult the architect with any discrepancies prior to GENERAL PLUMBING NOTES others. WOOD FLOOR SPECIFICATIONS 1. Prepare site per site Plan. starting work.Contractor shall verify all conditions and 1. Plumbing fixtures shall be of type and manufacture 14. All prefabricated trusses to be engineering by 1. New wood floors to be select grade white oak,rift 2. Demolish existing roof sections as shown dimensions in field prior to starting work. approved for use in New York State. licensed professional engineer. n „. 3. Construct new house structure per Dan Lansner 10. Do not scale off the drawings.Written dimensions 2. Plumbing contractor shall arrange and obtain 15. Framer is to ensure that all floor members do not fall sawn 5 wide, floor thick boards,no less than 24 In length. Architect and Condon Engineering drawings and take precedence over scaled dimensions. It is the intention inspections and required sign-offs. directly beneath plumbing drops. 2• Wood floor to be tongue and grooved and specifications. of the drawings to provide for a complete job in all respects. 3. Domestic hot water pipes within insulated wall,joist, end-matched.Wood to be kiln-dried before milling.Air-dried 4. Septic and mechanical systems by others 11. Contractor shall pay for and obtain all necessary etc.cavities to be insulated. flooring will not be accepted. 3. Wood flooring to receive penetrating staining prior to work permits. ENERGY NOTES sealing.Staining lication of the 12. Before commencing the work,the contractor shall 1. 1. Exterior doors U=.40-max.Windows and all glass sealer.Stain color shall r to be determined by Arior to the chitect.Samples GENERAL NOTES file all required Certificates of insurance with the Owner. GENERAL STRUCTURAL NOTES U-.58 max. will be required for approval. 1. The contractor shall give all notices and comply with 13. The contractor shall coordinate his work with all local q pp oval. 9• P Y 1. All interior partitions to bear on double floor joists. 2. All fireplaces to be provided with a damper for 4. Use high-built non-yellowing floor finish with high all laws and ordinances, rules, regulations and lawful orders utilities having jurisdiction. g 14. The contractor shall be res ible for the rotection 2. All concrete to have a minimum strength of 3000 psi outside combustion air. 150-200 cfm flue to have tight solids and viscosity that can produce a high gloss with ons of any public authority bearing on the performance of the p p at 28 days except exposed slabs,garage slabs and steps . scatted damper-max. air leakage 20 cfm. multiple coats and designed for floor application as work and shall promptly notify the architect if the drawings of all conditions and materials within the proposed and porches to be 3500 psi. Concrete is to be 3000 psi on 2 3. It shall be the responsibility of the Contractor to recommended b flooring manufacturer. Must be urethane ands specifications are a variance therewith. No work is to construction area.The contractor shall have the sole Y 9 , p ton per square foot soil bearing capacity.Verify soil bearing submit the size,design and type of mechanical systems minimum 3 coats. commence until plans have been approved by all responsibility of any damage or injury caused by or during capacity in field. which will be used in sufficient detail as is required b the 5. Install wood per manufacturers recommendations. the execution of the work. q Y departments and agencies. 3. Double frame around all openings,under parallel building department. Level wood to a tolerance of 1/8" in 10'-0". Provides ace as 2. All work is to conform to the 2007 Residential Code 15. Provide smoke and carbon monoxide detectors per partitions and under bath tubs. p of New York State.All codes and regulations of New York NYS Building Code.lnstall hardwired combination p 4. All thermostats shall be adjustable 45-75 degreesF, indicated by manufacturers instructions at walls and other State shall govern over all construction and installation. smoke/carbon monoxide detectors in all ! !bedrooms and 4. All framing lumber is to be Douglas-fir#2 fb= 1150 for combination heating and cooling thermostats the range terminations of flooring.Cover spaces with bases and trim 3. All construction shall be in accordance with the one on each floor level including the basement ! ! psi, E=1.4m psi shall be 46-85 degrees F. per Architect's plans. Nail baseboard of wall and shoe 5. All headers and girders to be Douglas-fir#2 fb= 5. Combustion equipment for space heating and water molding to baseboard rather than to floor. requirements of the NYS Energy Conservation Code, latest interconnected throughout the house. .I ! 1250 psi, E=1.7m psi heating shall have a minimum combustion of 75%and shall 6. Allow flooring before edition at the time of permit approval. 16. Prefabricated fireplaces and flues to be UL 127 6. Where headers are not specifically called out on have standby losses less than the code specified maximum Machine sand with core medium ndf nesgrades of sanding. 4. All electric work shall conform to the latest revision approved. plans, provide headers over all windows,doors,archway based upon actual equipment size. sand of National Electrical Codes, local codes and Underwriters 17. Provide dampproofing at all foundation walls. openings etc, as per the header schedule.All headers not 6. Insulate all pipes and ducts per code. After cleaninger followed power vacuum,pc sanding roceed d immediath 000 tely with Requirements and be performed by a licensed and insured 18. Exterior doors and windows to be insulated glass. noted are to be(2)2 x 12.All headers V or longer must have 7. Water service temperature controls shall be set at finish process. p p Y electrician. Any door or window with glass less than 18 above the floor, double support studs. 140 degrees F max. finish Do not cover with Kraft paper or any other materials 5. All plumbing work shall conform with NYS Building the glass shall be tempered.All exterior windows and doors 7, All lumber and plywood must be grade-stamped. 8. All lavatories and showers shall be equipped with until finish reaches its full cure,after 6 or 7 days.Codes,County and Local Health department requirements to meet a minimum design pressure of 50. 8. Solid blocking is to be installed in floor systems devices to limit hot water flow to a maximum of 3 g.p.m. 8. Only water based stains,sealants and finshes may and shall be performed by a licensed and insured plumber. 19. Openings for emergency use shall include doors or beneath all structural posts where loads are to be transferred @60 si pressure. be used. All plumbing work to be in accordance with required water operable parts of windows located as to provide to headers, beams or other members below. p p conservation requirements. unobstructed egress to legal open spaces. ! !Such openings 9. Laminated lumber to be Georgia Pacific G-P LAM 9. HVAC cooling equipment shall be rated in 6. All kitchen and baths to have exhaust fans per NYS shall not impede egress in an emergency and shall have a LVL 1.8E series(or equal). Laminated lumber to be full span accordance with table 4-6 of the Energy Code;min EER Building Code. minimum area of 5.7 SF with a minimum height of 24"and a members to locations indicated on plans-no splicing (efficiency)shall be as specified in tables 4-8,4-9, and 4-10 7. General Contractor shall defend, indemnify and hold minimum width of 20"with bottom of the openings no higher permitted. Laminated lumber is not to come in contact with of the Energy Code. GENERAL CONSTRUCTION NOTES harmless the architect and their agents and employees from than 44"above the finished floor in all above grade stories. concrete. In basement girder locations„provide bituminous 10. Thermal transmittance values shall not be greater 1. All interior crown moldings to be plaster per profiles all claims,damages, losses and expense including but not (First floor windows opening onto grade could be 5.0 SF mastic protection all around beam pockets. Multiple beams than the values tabulated in table 5-1 of the Energy Code. specified on plans. limited to attorney fees arising out of or resulting from the minimum).All habitable spaces must meet this requirement. to be fastened together as per manufacturers specifications. 11. All materials capable of absorbing moisture shall be 2. All millwork to meet following specifications: performance of the work provided that any such claim, 20. All interior finishes to be selected by Owner if not 10. All steel to be ASTM-A36,painted and to bear on protected by a vapor barrier located on the winter warm side a)Cabinet exteriors to be paint grade MDF unless otherwise damage,loss or expense: specified on drawings. steel columns as indicated on the plans. Bolts as noted of insulation. specified,factory primed for field paint. (1) is attributable to bodily injury,sickness,disease or death 21. G.C.shall guarantee his work for a period of one (A307),welds-E70XX,reinforcement ASTM gr.60.Steel flitch 12. Insulation shall be installed in a manner that b Cabinet interiors to be maple or injury to or destruction of tangible property(other than the year from the date of completion. plates to be ASTm-36 and to bear on wood posts as provides for continuity of insulation at plate lines, banned ) p e veneer-MDF core,with work itself)including the loss of use resulting therefrom and 22. The contractor shall be responsible for adequately indicated on plans and to have sold blocking down to joists and corners. clear finish. p q Y p 9 c) Door hinges to be concealed European hinges. (2)is caused in whole or in part by any negligent act or bracing all work during construction against breaking, foundation walls.. Flitch plates are to be bolted as per flitch d)Construct all cabinets according to AWI Premium Grade omission of the contractor,any subcontractor,anyone collapse, distortion and misalignment according to all codes, plate bolting schedule provided on plans as applicable. Standards.e)GC to verify all dimensions in field and provide directly or indirectly employed by any of them or anyone for standards and good practice. 11. All floor or ceiling joists which attach to flush ARCHITECTS STATEMENT shop drawings for Architect's approval. whose acts any of them may by anable regardless whether 23. The installation of all materials and products shall headers, beams,or other members are to be installed with I, Dan Lansner Architect,state that to the best of my f)All drawers, unless otherwise noted are to be on or not it is caused in part by any party indemnified meet all manufacturers requirements. metal joist hangers. knowledge, belief and professional judgement that the plans under-mounted heavy-duty full extension slides(Accurate or hereunder. 24. Provide 3 hour fire rate fire-stopping (colored red) 12. Bridging to be either solid,1"x 3"or 18 ga. and specification contained in these drawings comply withe equivalent).Any substitutions to be approved by Architect. 8. Architect is not engaged for supervision or per code requirements at all vertical penetrations cross-bridging,not to exceed 8'-0"D.C..All joists and rafters the NYS EnergyConservation Code. Refer to REScheck inspection in any capacity.An engineer has not been are to be bridged at 8'-0"O.C. Interior bearingwalls are to g)All decorative cabinet hardware including pulls to be engaged for construction supervision or inspection.The be blocked at 4'-0"O.C. Compliance report filed these part of the building permit provided by!Owner. architect and engineer will make periodic visits to the site. application, attached to these construction documents. 3. All closet interiors to meet the following specifications: a)Construct all closet interiors to meet AWI Premium Grade !Standards. Generated by REScheck-Web Software b)GC to verify all dimensions in field and provide shop drawings for Architect's approval. Compliance Certificate �' c)Closet interiors to be minimum 3/4"think plywood with w. - t i t;1 j maple !veneer.All exposed edges to be solid maple. Finish to be clear !polyurethane. Window 7:Wood Frame 10 0.310 0.320 3 3 d All drop front shelf edges and end panel caps to be solid SHGC:0.32 ) p g p p Window 8:Wood Frame 310 0 maple.e)Closet poles to be provided by GC. Finish to be 18 0. .320 6 6 Project Campbell-Seremetis Residence SHGC:0.32 satin nickel. Southold,New York Wall 3:Wood Frame,16"o.c. 236 20.0 0.0 0.059 0.060 14 14 Location: S Energy Code: o IECC Wall 4:Wood Frame,16"o.c. 360 20.0 0.0 0.059 0.060 18 19 Construction Type: Single-family Door 5:Solid Door(under 50%glazing) 30 0.390 0.320 12 10 Project Type: Addition Door 4:Solid Door(under 50%glazing) 21 0.390 0.320 8 7 Climate Zone: 4 (5572 HDD) Wall 5:Wood Frame,16"o.c. 64 20.0 0.0 0.059 0.060 3 4 Permit Date: Window 9:Wood Frame Permit Number: SHGC:0.32 5 0.310 0.320 2 2 Construction Site: Owner/Agent: Designer/Contractor: Wall 6:Wood Frame,16"o.c. 96 20.0 0.0 0.059 0.060 4 5 3345 Private Road 1 John Condon Door 6:Solid Door(under 50%glazing) 21 0.390 0.320 8 7 East Marion,NY 11939 Condon Engineering 1755 SIGSBEE RD Wall 7:Wood Frame,16"o.c. 64 20.0 0.0 0.059 0.060 3 4 MATTITUCK,NY 11952-3361 Window 9:Wood Frame 6312981986 SHGC:0.32 5 0.310 0.320 2 2 condoneng@optonline.net Floor 1:Steel Frame,16"o.c. 96 19.0 0.0 0.058 0.047 6 5 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other �, •Ij• t1p:.,. 1_y-:,•;:c,,i e y..,. „ -� calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Compliance: 25%etterThan d § Maximum uA:~Zoo Your uA: iBs Maximum SHGC o.ao Your SHGC: REScheck Version:REScheck-Web Com and to comply wit mandatory requirements listed in the REScheck Inspection Checklist. P GC: 0.33 A _ The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. ,� �Q �• P l,. 4 �1 7/1�J It DOES NOT provide an estimate of energy use or cost retative to a minimum-code home. Name-Title u .� Date Envelope Assemblies DAN LANSNER ARCHITECT w 133 WEST 28TH ST. #2C F NEW YORK, NY 10001 Ceiling 1:Cathedral Ceiling 855 49.0 y�0.0 0.022 0.026 18 22 212-273-9727 Skylight 1:Wood Frame DANLANSNER@MAC.COM SHGC:0.40 19 0.550 0.550 10 10 VVWW.DANLANSNER.COM Ceiling 2:Cathedral Ceiling 96 49.0 0.0 0.022 0.026 2 2 Wall 1:Wood Frame,16"o.c. 236 20.0 0.0 0.059 0.060 9 10 CAMPBELL - SEREMETIS HOUSE Door 1:Glass Door(over 50%glazing) SHGC:0.32 35 0.310 0.320 11 11 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 Window 1:Wood Frame SHGC:0.32 q 0.310 0.320 1 1 Window 3:Wood Frame SHGC:0.32 11 0.310 0.320 3 4 Window 2:Wood frame SHGC:0.32 8 0.310 0.320 2 3 NOTES Window 4:Wood Frame SHGC:0.32 18 0.310 0.320 6 6 Wall 2:Wood Frame,16"o.c. 360 20.0 0.0 0.059 0.060 14 14 SEAL&SIGNATURE Date: 08/21/2023 Door 3:Solid Door(under 50%glazing) 21 0.390 0.320 8 7 ,, %111#014 0"411 Project No:DL9167 Door 2:Glass SHGC:0.32 Door(over 50%glazing) 35 0.310 0.320 11 11 �G`SZtRL 1 SRl Window 6:Wood Frame ` S 3 F i� Drawing By: DJL SHGC:0.32 35 0.310 0.320 11 11 `E� S rf CHK BY. •� � � _fit� a DWG NO: Project Title:Campbell-Seremetis Residence Report date: 08/20/21 Project Title:Campbell-5eremetis Residence Report date: 08/20/21 �� J A 1 0 3 ■0 0 Data filename: Page 1 of 2 Data filename: Page 2 of 2 ate, S1 CAREFULLY REMOVE THIS 1 1 1 1 PORTION OF TIN CEILING FOR I i 1 i r- - — �— -r. —, NEW BEAMS BELOW EXISTING i I i I I/'x ", i ///` y�/. r KEY 1 I'�' \' / / ; SECOND FLOOR JOISTS. (ALL I I , / \ OTHER SECOND FLOOR I 1 I �\; / / ', ,/ /I EXISITNG WALL STRUCTURAL WORK TO BE DEMOLISH ACCESSED FROM ABOVE TO 1 1 I I PRESERVE CEILING) \ / / / / •i ' / x REMOVE EXISTING WALLS - I 1 a /\> ' / / / ! ' 1 I SEE STRUCTURAL / DRAWINGS 1 v \ \ 1 I El / .f r...�.._ _ -r— ` — �-J �/ r ___REMOVE EXISTING / �`' IBATHROOM 1 —i— — 1 �, ,, \/ y / < 1 %r �/' FIXTURES / ----1-- 1— 1---1--- / r' / / /X / / REMOVE r rrr..G i� rlr'fry r-r-i.� EXISTING - - CAB I N ETS Hill 11 REMOVE EXISTING WINDOWS ti �P PI—TT� FLOOR - DEMOLITION 2 SECOF FLOOR - DEMOLITION a3/16" = 1'-0. Scale: 3/1 1'-0" DEMOLISH WALL r"— —'DEMOLISH WALL REMOVE EXISTING SKYLIGHT REMOVE EXISTING ROOF — FOR NEW FRAMED ROOF ! 1 DAN LANSNER, ARCHITECT 133 WEST 28TH ST. #2C I NEW YORK, NY 10001 1 212-273-9727 3 DANLANSNER@MAC.COM r — WWW.DANLANSNER.COM ! " CAMPBELL - SEREMETIS HOUSE 1 3345 PRIVATE ROAD 1, EAST MARION,NY 11939 1 DEMOLITION PLANS. SEAL&SIG, " Date: 08/21/2023 � � ApCAf l Project No:DL9167 Q `�1-J• LOIN * 11sy� Drawing By: DJL Gi t� � * CHK BY: z y � DWG NO: ,,�. o o�46�z A- 1 04 .00 ROOF PLAN - DEMOLITION ', of --�.-- 04 a� 3 Scale: 3/32" = 1'-0° '��tR�rtt91es �,�e 21-4" 3'-6" r , O 8'-6 3/4" CM 0' ;•,� %%"'- ,%,/" ',' KEY EXISITNG 7 NEW zt M r——-e LL _J i I ! I I I I I I ' I I® ® I 1 L-----J -- -_J ! I I I I I 1 I I I ! I ! I I 0 ! DAN LANSNER, ARCHITECT 133 WEST 28TH ST. #2C NEW YORK, NY 10001 L ——J 212-273-9727 DANLANSNER@MAC.COM ! WWW.DANLANSNER.COM I CAMPBELL- SEREMETIS HOUSE 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 I I I I i NEW PIERS , COLUMNS p 10 CELLAR PLAN.1 AND FOOTINGS. j 171 SEE STRUCTURAL ——i— -' SEAL&SIGNATURE Date: 08/21/2023 DRAWINGS C 0 q 4Cr•e��i Project No:DL9167 J. LgNcil CJ`gyp Drawing By: DJL CELLAR FLOOR = - '.tt DWG NO: Scale: 11'-0" A-1 0 I r �L o 51_6" 0. co NEW POWDER h� COATED ALUMINUM I STAIRS SUPPORTED ON CONCRETE FOOTINGS. T NEW COLUMNS TYP- SEE 3'-4"� 1'-1 " STRUCTURAL DRAWINGS 12'-51' ; -- W-03-28 W-03-2 x KEY -08 o F11'2�11m EXISITNG WALL coo , co NSEE � DWG A-116.00 NEW WALL o - m El A O w m 3 z co 0 r- M (V 7O yx I G P o LIBPARY 12 -120.00 10 71 „ a� 12'-7° ........... 4 . SEE KITCHEN PLAN i 120.00 6 DWG A-116.00 i ,6 e - y s 0 14 - NO WORK PANTRY p r---- STINT3 BATH 19 120.00 17 LO o KITCHEN Z 78 p 3 -120.00 2 � I x — - LAUNDRY 0 - i i t 1 2 3 4 n A`-120.00 ro V m m SEE SITE PLAN NO WORK NEW COUNTER AND CABINETS +BAR SINK EXISTING MASTER BEDROOM NEW OPENING NEW EXPANDED OPENING -� DAN LANSNER ARCHITECT NEW WALL INFILL wo I 133 WEST 28TH ST. #2C LIVING NEWYORK, NY 10001 "_v ao 212-273-9727 DANLANSNER@MAC.COM WWW.DANLANSNER.COM EXISTING CAMPBELL - SEREMETIS HOUSE POOL — 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 NowoRK FIRST FLOOR PLAN. EXISTING VESTIBULE SEAL&SI VAT4WGoof� Date: 06/21/2023 OUTDOOiEF - �•%*�tEp,E h �,!ic '�i,� SHOWER ��~ y�lf^�„� Project No:DL9167 S� lA^,S Drawing By: DJL/ -. ti - 2 * C.�C Q �� CHK BY: MGM A- 106 .00 FIRST FLOOR PLAN ' 1 1' Scale: 1/4" = -0" �''".,a'�TirF ssa'�°��• NEW STAIR- Tapered Insulation With Pedestal Supports SEE ELEVATIONS 1ST FL PLANS Threaded too with manufacl- Parquet sh,1e tnr-supplie�,shims(pedestals wooddr1l will'I trIfing heads also avallablel Dechg 491caf!'y 2T to 2e square. N 7, uv* e wood decking NEW 2 RillI. (Irvml.cerardc,coixreTe aid 01 EXTERIOR !2 Peles'al base Priit?cl� 13^12176 stone tHe designed t,spin or, WALL-SEE --*-EXISTING RIDGE LINE P shroteectionpedestalpedestalbin,et(gut) p ELEVATIONS I 31-411 TPO(I v4) EPDM protection EXISTING EXTERIOR WALL x sheet,loose-laid 91 P0 membre. -000 EXISTING EYEBROW WINDOW secured wl!h screws fumva ft, ,Td 71-311 fastening plates CD --------- C14 41 INFILL ROOF SHINGLES TO 21 1-2111 21-7" 31-21' MATCH OVER MEMBRANE AND SUBSTRATE - 7P-1,9" /ST UCTUREAND prelertle for dock Installalons 8' 1111 v hlng over roafsve1b Multiple roof of M, ADJACENT CONSTRUCTION INS ULATION' U-ATION TO MATCH Boofsheal TAPERED (Basler to fine�ttre level the ft.ck) 0 BEDROOM #2 INSULATION Roollolsts DRAIN TO r-T SCUPPER Joist bays ripically fi!!Ed, with dl000llsoinsulalon 4 121.0o 2 I- I ATTIC STORAGE Tapered nolyiso Insulation usM to direct runoff I" c1gseRell foam and cellloT iris&-ion NEW EXTZRIOR I" EAST to roof edge,drains or scm.,s(as ftml L " IrVation sloped IlI4'per foot for drainage pet Ve, BALCON'Y - 04 - C 161-711 ------ 1 ce, ❑ 4111 WD TILES ON PEDESTAL SYSTEM OVER EPDM OVER TAPERED INS CN 3 D-,�2 Scale: NTS MAXIMUM 12" BONDING AI)HLbIVL BAT ALUM COPING ❑ C? SHEET METAL EPDM BONDING FLASHING PRIMER SLOPE TO 5 ADHESIVE ec eq WATER CUT-OFF DRAIN V I-OSTS-SEE I MASTIC 8064) 19 0 _.'e / LICTURALDWIGS EPDM MEMBRANE MIN.6*(15—)WDE Lr r— 101- — VE� TIBUL PRESSURE-S SITIVE -1 0 "1- " ____,r� — MIN. 3' (7.5cm) WIDE ELASTOFORMEINLASHING AND (.0 - — _ i= I EPDM PRIMER CY) I FASTENER MIN 2' TAPE AND EPDM SHEET METAL (5—) PRIMER L q & SEAM PLATE, SCUPPER LA -6 - 41-01' MAX.12*0.C. SEALANT 31-011 31 CD NT r1/8" (0.5cm) TO 1/2' (11.5cm) MAX. WATER CUT-OFF 2 21-10" STIC EXISTING EXTERIOR WALL SEALANT MA VN D�NAILER-3_____ 21 -118 N L -PER —31 3'-01' _3'-617 PDM IkETER D�E D-1 I SCUPPER DETAIL 23 21-011 Scale: 5 51-0 Scale: 1 81-411 T —6 C I) C) ..Q., LO 0 zo Q HR am#3 -1 HALLWAY ,-7,,c? N cf) EXISTING PARTITION _W 0 10� W 13 BEDROOM#1 c(O 0 1 V 12 10 F0 1� C) 2'-6" 16 14 01 0 <Z> z 15 C 7"41 x C) L21-6 Lo --NEWPOSTS-I!EE EXISTING EYEBROW WINDOW CV) /S LICTURAL LO 17 DAN LANSNER, ARCHITECT 133 WEST 28TH ST. #2C 20 is KEY NEWYORK, NY 10001 NEW 13-11 212-273-9727 ' EXTERIOR 19 L�� EXISITNG WALL DANLANSNER@MAC.COM WALL-SEE WWW.DANLANSNER.COM ELEVATIONS 0 04 W 1 11 a) 0 F7,,77 NEW WALL W 1 .9 /'�7' 77 CAMPBELL - SEREMETIS HOUSE x 3345 PRIVATE ROAD 1,EAST MARION,NY 11939 W 141-51' 41-611 ALL WALLS NEW EXCEPT WHERE NOTED 0 Ze) TOWER ALCOVE R ALL PARTIIONS NEW EXCEPT WHERE NOTED co x W ALL DOORS NEW EXCEPT WHERE NOTED SECOND FLOOR PLAN ATTIC STORAGE . ALL WINDOWS NEW EXCEPT WHERE NOTED SOUTH SEAL Z IGNATURE Date: 08/21/2023 NEW WOOD FLOORS TO MATCH EXISTING 4.kl 4*0404010,0*.. t Af/J Project No:DL9167 J. L.,q e0A Drawing By: DJL CHK BY: ( —E—?0VD ��OOR D1 1/ v0 DWG NO- A- 107 .00 GENERAL ROOF NOTES: EXTERIOR TRIM NOTE: ' " " 1.ROOFING SHINGLES SHALL BE ASPHALT ROOFING 1.EXTERIOR TRIM IS PAINTED CEDAR OR AZEK AS ALTERNATE. ,,u - SHINGLES TO MATCH EXISTING OVER CEDAR BREATHER 2.ALL PROFILED TRIM+COLUMNS AS SHOWN- ON#30 FELT OVER 3/4"APA RATED SHEATHING. 3.ALL END CUTS SHOULD BE PRIMED BEFORE INSTALLATION,TYP. 2.AT ALL EAVES,ROOF EDGES AND CRICKETS,PROVIDE 4.ALL MITERED CONNECTIONS TO BE BISQUITED AND GLUED,TYP. ,� _ _ { 3'-0"WIDE RUBBERIZED MEMBRANE ROOF PROTECTOR ^ I LIKE"ICE AND WATER SHIELD". FLASHING NOTE: ~^ ""i"" - 3.PROVID RUBBERIZED MEMBRANE ROOF PROTECTOR LIKE"ICE AND WATER SHIELD"AT ENTIRE SURFACE OF 1.PROVIDE FLASHING ATALL ROOF TO WALL,TERRACE TO WALLAND PATIO TO WALL CONNECTIONS. ROOFS WITH SLOPE 3 IN 12 OR LESS. 4.RIDGES SHALL BE CAPPED WITH ROOFING SHINGLES. 2.ALL EXPOSED(VISIBLE)FLASHING TO BE COPPER.BLIND FLASHING .: 6.ALL VALLEYS SHALL BE"SADDLE FLASHING"TYPE. TO BE MEMBRANE TYPE. 3.ALL TERRACE TO WALLAND PATIO TO WALL FLASHING TO BE INSTALL COPPER"W"VALLEY FLASHING 12"(MIN.)EACH SELF-ADHEARD VYCOR V40 BY GRACE. SIDE,OVER 36"RUBBERIZED MEMBRANE �To,�. 4.ALL EXTERIOR WALL WINDOW AND DOOR OPENINGS TO RECEIVE "»� s; ell WATERPROOFING AS PER CEDAR BUREAU SPECS. k INSTALL FELT BETWEEN ALL DISSIMILAR METALS. SELF-ADHERED FLASHING VYCOR V40 BY GRACE.INSTALL AS PER ,'� ` MANUFACTURER SPECIFICATIONS. !^ 6.GUTTERS SHALL BE 5"OGEE STYLE ALUMINUM W/LEAF PROTECTION SCREENS,WITH FACTORY APPLIED FINISH, COLOR TO BE DECIDED.INSTALL WITH FACE MOUNT FLAT(LOW PITCH)ROOF TO BE EPDM ROOF. BRACKETS AND INSIDE GUTTER STRAPS.LEADERS SHALL + BE 3"X 4"PLAINRECTANGULARTYPE. J PROVIDEALLNECESSARYHARDWAREAS REQUIRED FOR A COMPLETE SYSTEM.INSTALL FELT BETWEEN ALL DISSIMILAR METALS. I 2 ROOF VIEW 3 ROOF VIEW I 44 El Ep tn I I - I I I I I " I J IF , ..,,.. .dtiK.'.e.'4'.G'a%.mG..aPB.tis. '''r•• .�e.L..s4Lm5`r`."'a ..:R,.:..1�:,:.'aCw+4hi.�".... 3�Y�.i'ww�15(Wr:Y�� '._ 1 I 1 ' ROOF VIEW 61 Rv TYPICAL WOOD PERIMETER 4 FASCIA WITH ALUMINUM COPING SLOPED TO DRAIN INWARDS ❑ NEW W FL AT 00F. , SEE ND FL PLAN ❑ ❑ NEW SINGLE PLY EPDM FLAT ROOF _- - —1 low Ir � � 6 ROOF VIEW OVER LAUNDRY DAN LANSNER, ARChUTECT 133 WEST 8TH I 2 ST. #2C \ NEW YORK, NY 10001 212-273-9727 DANLANSNER@MAC.COM I I WWW.DANLANSNER.COM CAMPBELL - SEREMETIS HOUSE EXISTING -__ 3345 PRIVATE ROAD 1, EAST MARION,NY 11939 POOL NEW SOLAR PANELS BY OTHERS ROOF PLAN. SEAL&SIG,'N6T,WR ###s#,� Date: 08/21/2023 Al? Project No:DL9167 -- - - _____ S ' �:. Drawing By: DJL S CHK BY. DWG NO: alas A— 108 .0�� ' °z,, a �., .3/1 " 3 '��h ►a�� `,, 1 I I I I 1 I 1 I 1 1 1 _ _ I' LO ❑ p EQR06M12-- KEY ` Lt 0 L1 TYPICAL RECESSED LED CEILING FIXTURE-BATHROOM ❑ ATTIC STORAGE I AEAST L2 O L2 TYPICAL RECESSED LED CEILING FIXTURE-KITCHEN/BEDROOM -- - - n +8'-0"CLG HT _ L3 I' L3 TYPICAL SCONCE 1/2ON "GYP BD. - _-- - — L4,(D. L4 TYPICAL SURF MOUNTED CEILING FIXTURE-BATHROOM ] SM CO2 D 2 L4AZ±� L4A TYP SURF MTD CEILING FIXTURE-BEDROOM/HALL/DINING LS L5-PENDANT FIXTURES Z TECLG/ - -- QIInD�i NEW LEVITAN QUAD OUTLET ] AIND 1/2"WR YP BD. CM L6 L6-UNDERCA13INET LIGHTS L7-UNDER LICK LIGHTS NEW LEVRAN'UNIVERSAL"DIMMER SWITCHL7 i' - I® NEW TV CABLE L8-COVE LIGHT-SEE DETAIL _ E BUL 1 INTERNF�--- NEW INTERNETCA13LEftm ' co SMOKEIC(- EW WAIL-MTD HARDWIRED COMBINATION CO2/SMOKE DETECTOR. BRK ELECTRONICS MODEL SC8120B. _ - - -o"CL I D g - - - PAINTED R i - - 1 i D-11 B RT f 11 i VVI ALLWAY W-03-28 W-03-28 - - —-- - r - NEW BEAMS-SEE +8" •CL HT o - D-08 STRUCTURAL 1n YP BE Rd M v DRAWINGS AND - o ARCHITECTURAL �? DETAILS. - - M � - o - - LIGHTS NEW -�' ' �D i s &IB M ININ RCH LIB* Y I MOK EIC 2 — _- COVE s — nD O nD F - - - ----- -- - I D r I, NO WORK o, PAN RY -- STIN 3 BATH o S LdTH O TCHE I - NEW LIGHTS � D --- - - --- - - 'Ile - - &SEM/ D FLOOR REFL CLG PLAN 02 77 6 - 1 -0 NO WORK — EXISTING MASTER BEDR OM DAN LANSNER, ARCHITECT 133 WEST 28TH ST. #2C NEW YORK, NY 10001 212-273-9727 LIVING DANLANSNER@MAC COM ®` WWW.DANLANSNER.COM WWI I CAMPBELL - SEREMETIS HOUSE -_ 3345 PRIVATE ROAD 1, EAST MARION,NY 11939 NO WORK REFL CLG PLANS EXISTING VESTIBULE OUTD!2 ------- SHOWER SEAL&S IGN TJJV4 Date: 08/21/2023 AkC/",,, �� Project No:DL9167 L41V `^t'J,' Drawing By: DJL V RST FLOOR PLAN REFL CLG PLAN _ * ' CHKBY: ale: 3/16" = 1'-0, " DWG Nam: -fnN �Y, oti A- 1 0 NEW 2ND FLOOR BATH NEW 2ND FLOOR BATH N N NEW NEW NEW NEW LAV WC WC LAV i 2' i ; 2" NEW ; 4" ; NEW SHOWER SHOWER 4" 4" PLUMBING PLUMBING EXISTING BATH (NO WORK) EXISTING HALF BATH (NO WORK) LAUNDRY _ _ --- ------ _ KITCHEN 2,; -- � -,_____- 2 ; - � ; ; 2" NEW ' WASHING LAUNDRY MACHINE NEW ' NEW NEW N SINK ; ; BAR SINK SINK DW EXISTING EXISTING - EXISTING EXISTING WC LAV WC LAV ; k 211 21 4" ; EXISTING 4„ ' ' 2 1 ST FL SHOWER 211 4" 11 4" 4 PLUMBING GAS PLUMBING PLUMBING PLUMBI NG PLUMBING LINE BETWEEN JOISTS NEW PLUMBING SOFFIT - - DAN LANSNER .4RCh(ITEGT j — 133 WEST 28TH ST. #2C PAN RY _ fL -- NEW YORK, NY 10001 212-273-9727 v _ DANLANSNER@MAC.COM �= WWW.DANLANSNER.COM CAMPBELL - SEREMETIS HOUSE 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 H ER BOVE NEW PLU ING B CHASE PLUMBING. SEAL&,,`'"+�I�F ,, Date: 08/21/2023 'I BE R� M •••• SZERED Ap � Project No:DL9167 :�� Q� �• ' LAh� .x Z� Drawing B DJL CHK BY: .1-0. ZZDWG NO: FT FL CLG PLAN 4 '�. 5 Scale: 1/4" = 1'-O" ,: ..014602 A- 1 10 .00 IRS E ST ,, of ' ''�rh rnnr►M��',�` nF� NEW DOORS NEW BALCONY+RAILINGS a a o _o aaaa000000�° - Iii lu I[J u u iu� Li NORTH ELEVATION - EXISTING NORTH ELEVATION - PROPOSED Scale: 1/8" = 1'-0" 2 Scale: 1/8" = 1'-0" NEW SOLOR PANELS 1 F— IT ] JI I UIL=JILI Ll -1 =J1 LU ILL==Jl ULI lip--] MT H �10VATION- EXISTING SOUTH ELEVATION - PROPOSED 1/8" = 6 Scale: 1/8" = 1'-0" I I DAN LANSNER, ARCHITECT ❑ ❑ 133 WEST 28TH ST. #2C NEW YORK, NY 10001 2 i 2-273-9727 DANLANSNER@MAC.COM WWW.DANLANSNER.COM CAMPBELL - SEREMETIS HOUSE 3345 PRIVATE ROAD 1,EAST MARION'NY 11939 CV O o N EXTERIOR ELEVATIONS - 1 . ❑ ❑ ❑❑ ❑ ❑ . ❑ . SEAL&SIGNA�URE Date: 08/21/2023 � Project No:DL9167 Li J• l4iy Drawing By: DJL — 14H ?� 34 Z CHK BY: 4—DWG NQ- EAST ELEVATION - EXISTING EAST ELEVATION- PROPOSED y '7 A- 111 .00 7 Scale: 1/8 = 1 -0 8 „ ., Scale: 1/8" = 1'-0" �'�, '� Nog6°oi t �.� ?►H SSASf'�� PAINTED WOOD FASI NEW WOOD WINDOWS-SEE PLANS ANDSCHEDU_ES. NEW WOOD DOORS AND WINDOWS-SEE NEW EXTERIOR WALL-VERTICAL WOOD SLAT FACADE PLANS AND SCHEDULES. REMOVE SKYLIGHT AND FILL IN A PATCH AND NEW BALCONY AND RAILINGS WATERPROOF AND SHINGLE TO MATCH F+I NEW FIRECLAY(TERRA NEW SCREENED PORCH �"� COTTACOLOR) CHIMNEY NEW ALUMINUM STAIRWAY EXTENSION Q REMOVE WINDOWS AND FILL IN NEW WALL ND WATERPROOF AND SHINGLE TO MATCH NEW ALUM CLAD CONCRETE PIE RT Q Np R Q REMOVE ROOF-SEE PLANS xrw EXISTING o REMOVE WINDOWS- �) SEE PLANS FOR NEW DOOR�\ TCH ExIsnNG t o I NEW EXT WALL- SHINGLE TO MATC LLJN ERI WALL RTICA OOD S FAC EXISTING T==ILLL�z Ell WIFI RI WE-1 T ELEVATION - EXISTING 7 WEST ELEVATION PROPOSED VIEW LOOKING SOUTH EAST 3 Sc /8" - 1'-o11 Scale: 1/8" = 1'-0" 6 8'-5 3/4" POWDER � . COATED w ALUMINUM M', RAILING ' it --_ � p i H °•:. b� +� d, yak ,� ��' c � y I I, Y DRAIN FROM ROOF ' x Gw r z -r TO GUTTER a MI4 � �� .r�N�y •}`b� �,`: ^buy,...,. Xp i evdNu•, x ke� - � ' �i.+• I � � «, a'� r ��.`.li 'fit -:c;,b g "-�. ..-""w '-w. '�,s . •' >, ,aM., � ..w.� �.�,.`,�ly�k: ty•�;.. wit ._ �r... 7 "i,'"`.... ,,,{�,q,;rr??,,.. *,�,;o .,,P..,... .. ... ,,..,,.�........,•...,......N..,,s.�«.,-..,..... - - =4� �` ;,u9;.: t .dad' ,ba.,. ;p,.,"r 5p� ,-F{i �a@�P`�`"'• � � ��" xX,,�*`.,ri.'� - 1% 5-# 'w. ��yy ?"y,w.. e�M�w-��'��._4�,' '�o y -S"f ;8�i,q ''�m'•" 4 SOUTHWEST VIEW 4 y �+��„ � :, , :�, � Scale: 1:135 � '.. 77 ....�,.1. ''°"."'w"ti .1 v "�`'. t ;.S,sur+�"'^, i i f" 's • } t s DAN LANSNER, ARCHITECT rr 133 WEST 28TH ST. #2C ' NEW YORK, NY 10001 77 212-273-9727 6 7 � DANLANSNER@MAC.COM 1 WWW.DANLANSNER.COM :F' 4 g�' kYYYh 4 4 1 11 5 S dds d p�n•fir M+: r S b 'A J 5 �' Y 1,3 -� � ' �� i :a• AMPBELL EREM. :An C S ETIS HOUSE 3345 PRIVATE ROAD 1,EAST MARION,NY 11939 EXTERIOR ELEVATIONS — 2. r EAL B�SIG NATURE S Date' 08/21/2023 � Project No:DL9167 i f/i lq i i F77777""m : Drawing By DJL CHK BY- DWG J �J. ,,. _..rAW,S°:..ani• .v. a"'"`" " t.,:.u..w, , .,v�a ym,. ... Awc.,«v,",. ,,,... ',' r",,, -ti,- ..,.,a - ,,. �.. .�.a... �....mr -��. .��N � B• — ANO- -1 12CK RAILING s � > =se: 1/2" = 1'-0" 4 VIEW LOOKING SOUTHEAST % No, plg6p THE S1 i SEE BALCONY PAVERS AND PEDESTAL DETAILS DETAILS ON 2ND FL PLAN DWG w o • o . CV T r C; c (V O N T r r r 1 .. - + UNDRY ROOM + DINING POR H4 SECTIO LAUNDRY PANTRY &L�_ C SECTIONScale: 1/4" 1'-0" Se: 318" = 1'-0" i PAINTED WOOD FASCIA WITH ALUMINUM COPING SLOPED '-011 INWARDS SINGLE PLY EPDM OVER 5/8" SEE DETAIL 1 PLYWOOD. FASTEN,ADH EAR AND SEALANT (TYP) INSTALL PER MANUFACTURERS INSTRUCTIONS BLACK PERIMETER 1' METAL DRAINAGE EDGE WITH HEMMED _ DRIP EDGE NEW 2 X 10 R 11 R 16 OC M r'y r",,l UM 4 tV , �o - DAN LANSNER, ARCHITECT 133 WEST 28TH ST. #2C 3.5 X 14 PSL NEW YORK, NY 10001 212-273-9727 DANLANSNER@MAC.COM EXISTING 2 X RR OC WWW.DANLANSNER.COM i cr) CAMPBELL - SEREMETIS HOUSE 6 3345 PRIVATE ROAD 1, EAST MARION, NY 11939 W � z ? WALL SECTIONS 116 ~ AND DETAILS - 1 w RIDGE SEF TION Q Scale: 1 1/2 - 0 SEAL&SSG ► ,, Date: 06/21/2023 � `• t•E�i� ir Project No:DL9167 All • �. 'i Drawing By: DJL S CHK BY. DINING PORCH NORTH ;Y._� r 3 Scale: 1/4" = 1'-0" ¢ be DWIG NO- �x A- 1 13 .00 �� 6 hir STAB °°��• FLOOR-CEILING STRUCTURE ACCOUSTICAL CAULK FLOOR-CEILING STRUCTURE TAPE&JOINT ACCOUSTICAL CAU ACCOUSTICAL CAULK ,Fxxxx x'x"x" TAPE&JOINT ............... ... L( /4"PRESSURE 3 ACCOUSTICAL CAUI K TAPE&JOINT TREATED PLYWOOD ............... 518"TOUGHROCK MOLD 5/8"TOUGHROCK MOLD 5/8"DENSSHEID SHEATHING GU ARD FIRE RESISTANT GUARD FIRE RESISTANT TILE BACKER CO)TILE GEEING TYPE X BOARD BY G-P TYPE X BOARD BY G-P 2V VA 51/2" WOOD BUILDING PAPER STUDS @ 16"O.C. 0 5/8" 31/2" 0 5/8" 0 5/8% L- 3 11/2 0 5/8' 4 314* DRY SIDE SEE STRUCTURE 4 14' 11" ZTILE SIDE IN 511/2"MR-FACED FORMALDEHYDE-FREE MOLD A; -*----WOOD SHINGLES RESISTANT FIBERGLASS INSULATION WITH VAPOR 31/2"WOOD STUDS WOOD STUDS(SIZE VARIES) BARRIER ON INSIDE,FACING @ 16"O.C. 0 16"O.C. GWD.MIN.R-21 TILE BACK ............ 5/8"TOUGHROCK MOLD 5/8"DENSSHEIDER OR DUROCK GUARD FIRE RESISTANT z CEMENT BOARD 0 TYPE X BOARD BY G-P WET SPACES WITH TILE 0 1/2"k--L. IA 1/2" M 5/8"DENSAIRMOR PLUS 7L 112'SETTING BED HIGH PERFORMANCE 1/2"TILE INTERIOR PANEL 3 1/2"THERMAFIBER SOUND 3 1/2"THERMAFIBER SOUND FIREGUARDD X ATTENUATION BLANKET BY ATTENUATION BLANKET BY OWINGS CORING OWINGS CORING ...... OU IETZONE ACOUSTIC BATTS QUIETZONE ACOUSTIC BATTS ROOM SIDE EXTERIOR OR JOHNS MANVILLE OR JOHNS MANVILLE SOUND CONTROL BATTS SOUND CONTROL BATTS BASE-SEE MOULDING 3 1/2"WOOD STUDS BASE SEE MOULDING 3 1/2"WOOD STUDS SCHEDULE FINISHED FLOOR,SEE PLAN ACOUS.SEALANT FINISHED FLOOR,SEE P ACOUS.SEALANT FOR TYPE AND FINISH BOTH SIDES,TYP. FOR TYPE AND FINISH BOTH SIDES,TYR ..... ...... 0 518"* L 5112" 6 7/8' INTER IOR PARTITION (2-1 DRY SPACES >INTERIOR PARTITION @1 WET SPACES w/TILE >TYPICAL EXTERIOR WALL W1 5 112" STUD I " � < 0 S TU S�O.C. 1/z. STUDS S 0 "O.C.< >3 0/2 OD D 16- N E.- 3 WOOD D 16 0 5 112"WOOD S (p 16"O.C. NOTE:. 5/8"TOUGHROCK MOLD GUARD FIRE RESISTANT TYPE X BOARD BY G-P IN 1.AT WET SPACES NO TILES: ALL DRY AREAS USE 5/8"DENSARMOR PLUS HIGH PERFORMANCE FIREGUARD X BOARD 2.AT WET SPACES WITH TILES: USE 5/8"DENSSHEILD TILE BACKER BY G-P OR DUROCK CEMENT BOARD BY USG TYPICAL SECOND FLOOR CONSTRUCTION 3/4"FINISHED FLOOR OVER WATERPROOF SOUND INSUALTION 3/4"PLYWOOD SHEATHING GLUED AND NAILED TO T_ SECOND FLOOR JOISTS AS NOTED ON SECOND FLOOR 112-DUROCK BOARD FRAMING PLAN -APPLY FULL HEIGHT OF TILES WITH 6 1/2"SOUND CONTROL BATTS FOR GENERAL ----------- LATICRETE HYDRO B%N SOUND ATTENUATION, TILE/STONE AS SPECIFIED NOBELSEALSIS MEMBRANE, LEAD PAN WITH MAS-IC. COATED FOR WITH MANUF RECOMMENDED COLLAR RESIST/NCE. CLAMP PAN IN DRAIN SHEET BOND COAT BELOW, COLLAR AND WRAP OVER TOP OF CURB, THROUGHOUT BATHROOM DAN LANSNER, ARCHITECT PROVIDE END DAMS FLOOR UNDER ALL CABINETS AND TURNED UP ALL WALLS 133 WEST 28TH ST. #2C AND AT DOOR STOP UNDER NEW YORK, NY 10001 TILE!STONE AS SPECIFIED DOOR SADDLE 212-273-9727 DANLANSNER@MAC.COM NEW REINFORCED MORTAR BED SLOPE TO DRAIN MIN 1/4"/FT x • VVWW.DANLANSNER.COM SLOPE MIN ---------------- SHOWE 118"/I'T DOUBLE INLETTYPE BATHROOM BEDROOM DRAIN PA STONE SADDLE CAMPBELL SEREMETIS HOUSE L/WEEP 3345 PRIVATE ROAD 1, EAST MARION,NY 11939 PROVIDE CONTINUOUSE UN- HOLES AT DRAN C14 MASONRY FACED BATT INSULATION R-21 BLOCKING MIN.ATALL RIMS C14 MEE= /WOOD FL OR �o WALL SECTIONS TYPICAL EXTERIOR WALL CONSTRUCTION SL?/1\1 N/11 X�7 CEDAR SHINGLES WITH 5 1/2"EXPOSURE,STAINED,PATTERN AS NOTED ON ELEVATIONS OVER 15#FELT BUILDING PAPER AND 314" 4J AND DETAILS 2 PLYWOOD SHEATHING, 2X6 STUD WITH R-21 UN-FACED BATT INSULATION INBETWEEN, SEAL&SIGNATURE ........, • Date: 08/21/2023 VAPOR BARRIER, BLOCKING 5/8"GYP. BD.,SEE PARTITION SCHEDULE FOR SPECIFICATION Project No:DL9167 - 'WATERST' Ot3�B&H(ROOM Drawing By: DJL DOOR SADDLE CHK 5 SHOWER WALL SHOWER CURB nwr BY: Scale-3'=-1'-W Scale:3" 1'-O� �� A- 114 .00 0 14% Door Schedule Nominal Size ROOM Door Style Door Frame Openings Cn C to � 5 N s �,� •� s Top Slab � _6-0 a _ E E O O Mark = I— Shape St le cn (D 2 cessori Comments D- 01 310" 710" 1 3/4" EXISTING DOOR- REVERSE THE SWING Square Panel None /4" 6 3/4" 3'1 1/2" 7'0 3/4" DHW-# LOCK D- 02 510" 610" 1 3/4" PASS-THRU TO KITCHEN Square Panel None &4" 1-3 1/2" 5'1 1/2" 6'0 3/4" DHW-# D- 03 4'0" 710" 1 3/4" PANTRY TO LIVNG ROOM W/OPAQUE TRANSOM Square Panel None 2/4" 2" 4'1 1/2" 7'0 3/4" BI-PARTING DOORS WITH TRANSOM DHW-# ABOVE D- 04 414" 710" 1 3/4" PANTRY TO KITCHEN Square Panel None 3/4" 6 3/4" 4'4" 710" DHW-# D- 05 3'6" 710" 1 3/4" PANTRY TO LAUNDRY Square Panel None 3/4" 5 1/4" 316" 710" DHW-# D- 06 2110" 710" 1 3/4" LAUNDRY TO EXTERIOR Square Panel None 3/4" 6 1/2" 2-11 1/2" 7'0 3/4" DHW-# D- 08 3'0" 710" 1 3/4" SCREEN DR- PORCH TO NORTH Square Panel None 314" 6 1/2" 3'1 1/2" 7'0 3/4" DHW-# SCREEN DOOR D- 09 3'0" 710" 1 3/4" SCREEN DR- PORCH TO WEST Square Panel None 3/4" 6 1/2" 3'1 1/2" # DHW-# SCREEN DOOR D- 10 2110" 518" 1 3/4" 2ND FL HALL TO ATTIC STORAGE SOUTH Square Panel None 3/4" 7" 2'11 1/2" 5'8 3/4" DHW-# D- 11 2110" 412" 1 3/4" 2ND FL HALL TO ATTIC STORAGE EAST Square Panel None 3/4" 7" 2'11 1/2" 4'2 3/4" DHW-# D- 12 2110" 6'8" 1 3/4" 2ND FL VESTIBULE TO BEDRM #2 Square Panel None 3/4" 7" 2'11 1/2" 6'8 3/4" DHW-# D- 13 2110" 618" 1 3/4" 2ND FL BATH#4 Square Panel None 3/4" 7" 2'11 1/2" 6'8 3/4" DHW-# D- 14 2110" 618" 1 3/4" 2ND FL HALLWAY TO BEDRM Square Panel None 3/4" 7" 2'11 1/2" 6'8 3/4" 11 DHW-# D- 15 510" 710" 1 3/4" 2ND FL BEDRM #2 TO BALCONY Square Glass None 3/4" 6 1/2" 5'1 1/2" 7'0 3/4" DHW-# D- 16 510" 7'0" 1 3/4" 2ND FL BEDROOM TO BALCONY Square Glass None 3/4" 6 1/2" 5'1 1/2" 7'0 3/4" DHW_# D- 17 2110" 6'8" 1 3/4" 2ND FL BATH #3 Square Panel None 3/4" 7" 2'11 1/2" 618 3/411 DHW_# D- 18 2110" 618" 1 3/4" 2ND FL HALL TO BEDRM #2 VESTIBULE Square Panel None 3/4" 7" 2'11 1/2" 6'8 3/4" DHW-# Window Schedule with Images Nominal Size Window Style v rn W m rn H W E Q Q � 0 :20 a� O O O � _ � � � � Ima a Mark Confi uration O O Shape H ntin Patte W_ 2 2 H Comments ALL EXTERIOR WINDOWS AND DOORS TO BE W- 02 2'6" 710" 412" Custom Rectangle - Colonial 2'6" 710" 218" 714" 4" LAUNDRY-SOUTH WINDOW-DH PAINTED A-SERIES ANDERSON WINDOWS AND DOORS. INCLUDING EXTERIOR SCREEN DOORS AND PANELS AT PORCH. ALL INTERIOR DOORS TO BE PAINTED WOOD W- 03-28 2'4" 10'0" 6" Fixed Rectangle - Colonial 214" 1010" 2'8" 10'0" 3" WOODEN FRAMED INSECT SCREENS PANEL DOORS. rn Z W W- 03-28 2'4" 10'0" 6" Fixed W Rectangle - Colonial 1 1 2'4" 10'0" 1 2'8" 10'0" 1 3" WOODEN FRAMED INSECT SCREENS U W- 03-30 26 100 6 Fixed v) Rectangle - Colonial 1 2'6" 10'0" 2'8" 10'0" 3" WOODEN FRAMED INSECT SCREENS DAN LANSNER, ARCHITECT W- 03-30 2'6" 10'0" 6" Fixed Rectangle - Colonial 2'6" 1010" 2-8" 1010" 3" WOODEN FRAMED INSECT SCREENS 133 WEST 28TH ST. #2C W- 03-30 2'6" 10'0" 6" Fixed Rectangle - Colonial 2'6" 10'0" 2'8" 10'0" 3" WOODEN FRAMED INSECT SCREENS NEW YORK, NY 10001 212-273-9727 DANLANSNER@MAC.COM _ W- 06 414" 6'4" 6" Custom Rectangle - Colonial 414" 6'4" 418" 6'8" 6" BEDROOM#2-4 AWNINGS WITH FIXED WWW.DANLANSNER.COM BELOW CAMPBELL - SEREMETIS HOUSE 3345 PRIVATE ROAD 1, EAST MARION,NY 11939 ❑ W- 07 616" 614" 6" Custom Rectangle - Colonial 6'6" 6'4" 6'8" 618" 6" BATHROOMS#3 +#4-2 AWNINGS OVER ROWS OF FIXED 0 W- 08 218" 2'8" 4'2" Fixed Glass Circle - Colonial 2'8" 2'8" 218" 218" 4" BEDROOM#2- ROUND =1XED WINDOW DOOR AND WINDOW SCHEDULES SEAL&SIPWTURBri, Date: 08/21/2023 ❑ �� ,SERF D Aj?C" 0110"`�� CAN JT�4r per Project NO:DL9167 W- 09 2'4" 4'6" 2'6" Double Hung Rectangle - Colonial 2'4" 4'6" 218" 4'8" 3" BEDROOM#1 -DH * S-v ^ Drawing B 9 r D JL ,. CHK BY: DWG NO: r rr r rr r n r n r n n �i�" U• 0146, �� A-1 15 .00 W- 10 2 4 4 6 2'6" Double Hung Rectangle - Colonial 21411 4 6 2 8 4 8 3 BEDROOM#1 -DH , O,c TNT � � �r�•�� "` 1 1 7'-5 1/2" 4'-11" d , I 3/4' 2'-2 1/2" 7 1/2" 2'-2 1/2" V-4 1/2" -03-2 -03-2 -- I , r I N D-08 , , o % M N N OV-7 1/2" 3'-0" 1'-7 1/2" r C\I 6 7rr 61 -31 1 N TYPICAL: EXISITNG !% -10" FLOORS TO REMAIN EXCEPT AS NOTED. (V M IN PORCH FLOOR: W 1 24" 1 Q PO E IN CERAMIC N LO NG OVER OD -SEE N ST C RUAL CY) O - 12'-7rr D WI M 04 O ' 1 N co IN GP 0 LIBRARY 12 A-120.00 10 ............ ......................... _................... .... . ....... 1'-6" 4'-11/2" 2'-0" 2'-0" 1'-6" 2'-9" 1'-6" I - - ---......- C.0 r _ Q 6'-5" 6'-311 o ( .................... :....................................... .................... M4r_719 1 r_O" 0 o 1/ _ LECTRICNDUCTI _ OP. Ch , 1 ;. TRASH A-120.00 MICROWAVE i ...... ....................: DRAV SINK % On \:. NDRY F OOR: ' pg PANT Y= ` c ` ::._R\ CD NE 2 X 4 ; �,• \0 2-6 M POORC IN 19 A-120.00 17 r ► \� �� Cq ' CERAMI ; o FLOORIN I _<�;____ ___ _______________ 7-1 , ELECTRIC 3 120.00 2 I SINK DISHWASHER I DOUBLE ♦ 0 0 i WALL OVEN I I I _ 1r din r_n,r 11_0n _ '�. ♦- L_=—=--_ �� DAN LANSNER, ARCHITECT M � '_p" 133 WEST 28TH ST. #2C AU DRY NEWYORK, NY 10001 - — - 212-273-9727 5'-0" DANLANSNER@MAC.COM 2r-0„ J WWW.DANLANSNER.COM CHASE FOR N b 3' rr SECOND FLOOR BAR SINK CAMPBELL — SEREMETIS HOUSE W/D PLUMBING 3345 PRIVATE ROAD 1,EAST MARION,NY 11939 6" 41-0" 3141 51-011 / — 1 FIRST FLOOR DETAIL PLAN. A--120.00 SEALS IS Date: 08/21/2023 r n r n r n . ,,rrrrr�Ift/III 1 -2 2-5 3-7 ; A C Project No:DL9167 KITCHEN PLAN ;• �`�� J• LRd l��a' Drawing By: DJL S CHK BY: 4 Sca X le: 1/2" = 1'-0" i 9 ~ A- 116 .00 I ,41, ,',f0.hl11a�1Nro� Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to construction. 1-All concrete 4,000 psi after 28 days minimum. 2-All rebar ASTM A-615 Grade 60. 3-Footings are to be installed on undisturbed virgin soil.The G Steel Column From Above bottoms of all footings are to be installed a minimum of 3'below ® Posts Below 2nd Floor Framing grade unless indicated otherwise. Design Loads: 4-Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top of the foundation wall. Roof&Attic-Live Load-20 psf Rebar installed along the top of foundation walls with windows are -Dead Load-15 psf to be installed 3"below the bottom of the window opening. 1 st&2nd -Live Load-40 psf 5-All snap off form ties are to be removed and remaining openings -Dead Load-15 psf are to be sealed/grouted. Wind Loads-135 mph-ASCE-7 6-The foundation contractor shall coordinate with the plumbing and MWFRS-Method 2 electrical contractors relative to installation of sleeves and other penetrations prior to pouring concrete. Design Criteria- 7-Install isolation joints along foundation walls and at column and `NYS Residential Code R301.2.1.1 and utilized the methods other floor penetrations. and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the 2001 American g_Installed contraction joints in the cellar floor slab every 18' Forest and Paper Association Wood Frame Construction minimum. Manual(2018 WFCM)for One and Two Family Dwelling Units 9-Foundation excavation is not to be back filled nor to the and ASCE 7. P installation of the floor framing. No.5 Rebar Dowels 10-Backfill along foundation walls is to be clean material and is to Beam Pocket be mechanically compacted in 6"lifts to 95%of maximum dry 16"OC Epoxie 4"Embedment density. �„ 9 1/4" 11-Follow cold weather concrete treatment relative to add mixtures f,, ,! _____ __ in accordance with ACI 212.3R.Use Air-Entraining admixtures per 4'-10$" ASTM C260,AASHTO M154 or Water Reducing and Set- ----- — Controlling Admixtures per ASTM C494,AASHTO M 194 only.Do -----� 2 x 6 Studs not use Calcium Chloride or other corrosive type admixtures. 1 1 in 8'End Zones 29'OC olts 25" C 5 1 I W T x 2'x 12" I Interior Zones Existing 6 x 6 /, 7"OC.5 ReEIW —+—n __ —_— __ 2x ACOSiII I j ----+-- -�- N. I I I j 2x6FJ j'2 I j T- X f, Existing CM I � I 1'x2'x12" �v i2 o I L B rn I I Existing 6 x 6 ¢ 10" 0 2"lat Slab Expansi n Joint` No.5 Rebar Dowels t �( and Join Seal 16"OC Epoxi Im Nev3'-6'x 3'-6"x 4"Embedment LL 6"0 Steel olum 12'ehv No.5 a 3" rn 9 Re err 11"OC CID Existing Steel I E I E a Column " r —— 6"0 Steel Colum — { 2)No.5-60 ksi Rebar ,,Existing CMU ._ _ Existing 6 x 6 I ( Existing 6 x 6 20" -� -- ----� -- -- --W Foundation Section Detail I I L L II I I x I A l ——— —t—_J o, Seale y2„ New 3'-6'x 3'-6"x 12"e/w No.5 uu. Rebar 11"OC W ro E/W x Existing Steel rn � Column fro Above New CML Pier E ;�;P. 0. nd2'x2 x12" ,tee Footing ,,-Existing CMU Existing 6 x3 _ Existing 6 x 6 __ r _ Bolt Beam —J Point Load From Ends Together Above with 2 a"0 N Through Bolts 1 r; x ro Existing Steel r New Tx Tx 12" Column fro 6'0 Steel Colum Existing Steel ,,; !w No.5 Rebar Column Abov� 1 � 14"OC E/W _fisting 6 x r �, Existing 6 x 6 I Foundation and 1st Floor Framinq Plan SCALE: 3116"=V-1 Condon Engineering, P.C. Plans are prepared ctCordon Engineering,o mypP.C.It eisaviolationor the New Yak State Education Campbell - Seremetis Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by:JJC 1— Professional Engineer,Architect,or land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road On seal ofyo Engineer,Architect,a Land Surveyor is altered,the alteringt,a 3345 Private Road altering Engineer,Architect Mattituck,New York 11952 lardSurv�ashallaffixblhe ilemhisRiasealandthetalation'Alteredby'followed by his/her Date:5-8-2023 East Marion,NY S-1 signature and the date of such alterations.W a specific descnption of the alteration. (631 298-1986 A- 1 17 .00 Sff4JCRRN_-FCl�11CN+1ST FL FRWNG Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. (2)1.75"X 9.25"LVL /8"0 Bolts �" 6 Wood Framing l -0 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: - - - - - - - - Fb=825 psi Fv=95 psi 3�i' Fc peril=625 psi (1)0.625"A36 Steel Flitch Plat 2Yz" I I E=1,600,000 psi (2)1.75 x 14 2.0E LVL g 48' 2. All Parallam(PSL)Lumber is to have the following minimum specifications: "0 inch Bolts Fb=2,900 psi (3)1.75 x 14 Fv=290 psi 6" LVL e/w(2 Fc perp=750 psi 0.75"FP E=2,000,000 psi 2Yz" 3. 3.All Microllam(LVL)Lumber is to have the following minimum specifications: n Section Detail Fb=2,600 psi Scale: 1/2"=1'-0" Fv=285 psi ZY2" - - Fc perp=750 psi E=1,900,000 psi l l t 2)0.75"A36 Steel Flitch Plates I 4. All pressure treated lumber is to be MCQ No.2 or better Southern Yellow Pine. Fb=975 psi • • Fv=90 psi • ' Fc perp=660 psi Flitch ate Details ® Posts From Roof Framing E=1,700,000 psi Scale 1"=1' ®Posts Below 2nd Floor Framing 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the manufacturer's specifications. 6. All TJIs are to be installed in accordance with the manufacturers specifications and shall include A�:) Section Detail squash blocking and web stiffeners at bearing points on girders and other load bearing areas. u 3.5 x Scale: 1/2"=1'-O" 7, All straps,connectors,plates,bolts,nails,etc,are to be galvanized or stainless steel.Designated (2)2 x 10 MCQ Lag Bolted to r -2x-6-H r connectors,strap etc,on these drawings are made by Simpson unless indicated otherwise.All Wall Studs 16"OC Staggere connectors,straps etc.are to be nailed/botted in accordance with the manufacturer's specifications. 2)2x10Hdr 3.5x9.25PSL HSS 4 x 4 x r a 1 8. All floor sheathing is to be z%Z inch AC type plywood,tongue and groove,with an APA span rating HSS 4 x 4 x 1 impson LUS28 ZMax of 48124.Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12 2 x8 " A _ o I O.C. field). 00 X MCQ FJ I 16"OC m S Z 3 0 1 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d = F I d 1 common nails 6"O.C.edges and 12"O.C.field. S-2 r 10, Solid blocking is to be installed eve 8'max or mid span of all floor joists,with spans exceeding 8'. m 1 �' r 0 9 every P 1 P 9 N (n v 2 x 8 Ma. CQ (2)2 x 10 MCQ Lag = I rn 1 Joists 16"OC Bolted to the Wall 16" 11. Double joists are to be installed below parallel walls. a 2 x 8 0o d OC Staggered 12. Blocking is to be installed at all r � 1 � 1 MCQ FJ j a r LIBRARY >I g' point load bearing points. X x 16"OC .4 -' 04 �, rrst Deck Frc- Detail13. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. I "sting 2 x 10 FJExisting 2x 10 g= 2x8 I16"Oc 1'-' 16"Oc ,o^00 RR --ll 14. All bolts nuts and washers are to be hot dipped galvanized. N 1 16"OC 1N FE Steel Cox 0r B 1. All steel is to be ASTM Specification A-992-50 )0.625"FP S-2 U I 11 2. All steel used in the first floor framing is to be Galvanized in accordance with ASTM Specification W U 2 } 1 PSTINGBATH ASTM A123 ° KITCHEN ; 1 X m X r I 3. All bolted connections are to be made with A-325 bolts. N N li of U V , O 4. Square/rectangular and circular columns are to be ASTM Specification A500. o° O O r 1 , N`r° PA NTR 5. All welded connections are to be done by a certified welder and conform to AWS and AISC U DRY 3.5 x 9.25 PS '` �-' -� standards. 5.25 x 9.25 PS 6. All weld joints are to use E70XX electrodes. VIA HSS4x4x � { / HSS 4 x 4 7. Steel is to be prime coated. 8. Yz"web stiffeners are to be installed at all point load bearing points and over all column supports. 9. All columns are to be bolted to steel girders with Y"bolts and to wood girders with Yz"lag bolts. NO WORK 10. All girder splices are to be made above columns. Existing 38x13GIuLam EXISTING MASTER BEDROOM 1 � t.-. �J r----J -- LIVING " N INCD O' X' I1 X OO , Existing 3 e x 13}Glulam NO WORK EXISTING VESTIBULE 2nd Floor Framing Plan PlanSCALE: 3116"=1'-0 Condon Engineering, P.C. Law.Article preparedby Condon,for my Engineering,nu violafion under the New YorkkfSlate Education Campbell - Seremetis Law,Artcle 145,Section 7209,for arty person unless acting under the direction of a licensed Drawn by:JJC Professional Engineer,Ardiltect,a Land Surveyor,to alter any item in any way.ff an Rem hearing 1755 Sigsbee Road S,2 3345 Private Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect a Mattituck,New York 11952 Land Surveyor shall affix to the item hisrher seal and the notation'Altered by followed by hislher Date:5-5-2023 East Marion,NY signabae and the date of such alterations,and a specific desaipton of the alteration. (631 298-1986 A- 1 18 .00 I STRI UTURIL-2M FL FRAM%RAN FGO) C2 OO�O � 6 1- I I 00 � I 2 I O 1 I2 OlO DO O 1 1 O) O O O 0 Posts Below Roof Framing (2)1.75 x 7 25 LVL Hdr Zone 1 Zone 2 Zone 3 - = ost Da ir From Ridge Field 6"OC 12"OC 4"OC Panel Edges 6"OC 6"OC 4"OC X x BEDROOM#2 ATTIC STORAGE Nailing Requirements for 135 MPH,3 Sec.Peak Gust, N a �'Thick Roof Sheathing with 8d Common Nails or 10d Box Nails / ' =s Roof Sheathing Nailing Details x 2 x 10 RR �' Existing RR Scale: 1/8"=1'-0" RAFTER 16"OC --- � -- EAST 2.5A TOP PLATE 0000 w Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Pages 149 and 193) Simpson LSTA30 Rid9 ' Number of Number of OR HEADER at each R Down From Ridge Joint Description ROOF NAILING Common Nails Box Nails Nall S aci ng Simpson MTS30 Rafter Strap �. WTm at each Rafter Tall 5 x . PSL r Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter a" Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist qgPost Down From Header Ceiling Joistto Parallel Rafter(Face-nailed) 5-16d 5-t6d each lap " Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap 5 A Do Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie a Blocking to Rafter(Toe nailed) 2-8d 2-10d each end J Rim Board to Rafter End Nailed 2-16d 3-16d each end Simpson HhA Hurricane Ties at each Rafter Tall S.. x WALL FRAMING Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per toot U' Down From Ridge Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side N f _ Stud to Stud(Face-nailed) 2-t6d 2-16d 24"o.c. Fi (2j 22 x 8 Hdr V — _ Header to Header(Face-nailed) 16d 16d 16"o.c.along edges TU PSL �% Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud % osl Dow m Header �PLAATEM BA`f. ROOM#3 � Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d(1,2) per footof Rse Joist S+ FLOOR FRAMING PLATE �•AAA x Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-1od per joist 0 0 to x ��,� x Bridging to Joist(Toe-nailed) 2-8d 2-10d each end N Blocking to Joist(Toe-nailed) 2-8d 2-10d each end se P msTzzsr� ` Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block BEDROOM#1 Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Typical 2nd Floor \.� Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Strapping Detail Band Joist to Sill or Top Plate(Toe-nailed) 2-1 6d(1) 3-16d (1) per foot NITS 0 Anchor Brits 25" 2 x 8 RR ROOF SHEATHING %% 16"OC C in 8'End Zones 29" Structural Panels(See Notes 4,5 and 6) 3. x 16 PSL i Interior Zone 8d 10d 6"edge/12"fleld OC in Interior Zones Perimeter Edge Zone 8d 10d 6"edge/6"field "1 g 8d 10d 6"edge/6"field i Gable End Rake with up to 1'Rake Overhang Post Down From ' 3. x 14 PSL g CEILING SHEATHING Ridge and Down coJx oo Gypsum Wallboard 5d coolers 5d coolers 7"edge 110'field g x N N aWALL SHEATHING N St uctural Pariels(See Notes 1,2,and 3) 10d 6"edge/12"fields,nvsa LSTAesATTIC STORAGE. x rn srRA 5d coolers 5d coolers 7"edge 110"field s'"'somLTTAPSP x Gypsum Wallboard u'S SOUTH ty FLOORSHEATHING a""R BP M g 0 t m Typical Wall and "I m- Structural Panels Sill Strapping x`D I v V or less 8d 10d 6"edge/12"field N Detail g g (1)Nailing requirements are based on wall she ing nailed 6"oncenter at the panel edge.Aftemate nailing schedules shall be used where wall sheathing nailing Is reduced.For example,if wall sheath"Is nailed 3 Inches on-center at the panel edge Strapping Details to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or aftemate connectors shall be used to maintain load path. NITS (2)For wall sheathing within 4 feet of the comers,the fourfoof edge zone attachment requirements shall be used. (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. (4)For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak,the 4 foot perimeter zone attachment requirements shall be used. Roof F ra m i n Plan a n (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For 9 framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. (6)For wind speeds greater than 130 mph,blocking is required which transfers shear bad to two additional rafters(3 rafters in total). (7)For exterior panel siding,galvanized box nails shag be permitted to be substituted for common nails. SCALE: ��;s"=i'-0 Condon Engineering, P.C. Plans are prepared byCordon Engineering,o C.It eis acting wi wider the New York Slate Education Campbell - Seremetis Law,Article 145,Section 7209,for arty person unless acting older the direction of a licensed Drawn by:JJC 1755 S i p Professional Engineer,Architect,or Land Surveyor,to after any item in any way.If an item bearing gsbee Road S,3 3345 Private Road the seal of an Engineer,Architect,a Land Surveyor is stared,the altering Engineer,Architect a Mattituck,New York 11952 Land Surveyor shall AU to me item hisiher seal and me notation•Altered by'followed by hishrer Date:5-8-2023 East Marion,NY signature and the date of such alterations,and a specific description of the afteration. (631)298-1986 A-1 19 .00 STRUCURAL-ROOF FRAM PLAN