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ho4 of SouTyo� Town of Southold * * P.O. Box 1179 i 53095 Main Rd Ulm. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46847 Date: 02/10/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 600 Orchard Rd Southold, NY 11971 Sec/Block/Lot: 66.-2-7 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/02/2025 Pursuant to which Building Permit No. 51730 and dated: 03/12/2025 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 to existing single-family dwelling, consisting of 2 bedrooms, and including covered front entry porch, front deck, rear outdoor shower, as applied for, with ZBA #7963. The certificate is issued to: Kathryn Steinbugler Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51730 12/22/2025 PLUMBERS CERTIFICATION: Pipe Dreams Plumbing 01/21/2026 �Utho6d Signatu \,Of SOU TyO�G TOWN OF SOUTHOLD BUILDING DEPARTMENT `� • TOWN CLERK'S OFFICE coum-c . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51730 Date: 03/12/2025 Permission is hereby granted to: Kathryn Steinbugler 600 Orchard Rd Southold, NY 11971 To: Construct additions and alterations to existing single family dwelling as applied for,with ZBA#7963. Premises Located at: 600 Orchard Rd, Southold, NY 11971 SCTIVI#66.-2-7 Pursuant to application dated 01/02/2025 and approved by the Building Inspector. To expire on 03/12/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $763.00 CO Single Family Dwelling-Addition/Alteration $100.00 T tal 863.00 Building Inspector �O�*pF SOUlyo�o Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O. Box 1179 ^a�� Southold,New York 11971-0959 COUNT,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Katrny Steinbuler Address: 600 Orchard Road city: Southold St: NY zip: 11971 Building Permit#: 51730 Section: 66 Block: 2 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: G. Craig Electric License No: ME-4432 SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation X 2nd Floor X Hot Tub EV Charger New Addition Attic X Spa Generator Surveyl IMezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 42 Ceiling Fixtures 3 Smoke Detectors 3 Pump Service 3 ph Hot Water 1 GFCI Recpt 5 Wall Fixtures 4 CO Detectors Heater Main Panel 200 A/C Condenser 1 Single Recpt RecessdFixtures 8 Combo Smoke/CO 3 Transformer Sub Panel A/C Blower 1 Range Recpt 1 Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split 1 Dryer Recpt 1 UC Lights 4 Fridge 1 AutoCover ARC Blower Heads 1 Switches 33 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 2 Hood 1 Dehumidifier 1 Other Equipment: Notes: SERVIC/RENOWAC Inspector Signature.. Date: December 22, 2025 L�; CS 'i ._,.. Town Hall Annex Telephone(631)R765-1g802 54375 Main Road P.O. Box 1179 2 I Southold,NY 11971-0959 0 r� • y�ol BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /;A (7�7,U Building Permit No. T-� U Owner: F,�;i� y a► \ c (Please print) ,� Plumber: t ViL li✓ a t VIM pV.�I , 11 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this Notary Publics—' c__:� County PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01 CA6151160 Qualified in Suffolk County CtVnty Commission Expires August 14,20 50UTyo -- O r G ti (0 �—t * # TOWN OF SOUTHOLD BUILDING DEPT. `co m, �0 631-765-1802 '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) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL\\ REMARKS: n U G Ned S e9- v k c.,e O a.tl bt l4,we'CA 16 CO vule 6jp[i'f6 9A' K iw,PA i s r o� e5 on opt DATE INSPECTOR # TOWN OF. SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] F UNDATION 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS_: -payJ C A- cl-dcv e' a-f,ba. !el R R'I -pink Ai D� 4-0 DATE INSPECTOR pF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. �TYOOUNiV N�' 631-765-1802 INSPECTION [ FOU ATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ]. RENTAL ,tviv REMARKS: ZviY v ,,a� �C12iA- Z DATE INSPECTOR SObT�°� .517 3O 606 O rC ha.rA - # . # TOWN OF SOUTHOLD BUILDING DEPT. coorm,��' 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) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ` � a INSPECTORAA Of so!/r�O i jlTO # � ` TOWN OF SOUTHOLD BUILDING DEPT. courmN�'� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] R UGH PLBG. [ ] FOUNDATION 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: �'I2 Chi!f&a CGje�C41 I u PA kera - fijI�t! •� boA&t541c5. C !S Go y&eA p MAL o s -4�- . DATE INSPECTOR ho�oF souryO� 57 760 # # TOWN OF SOUTHOLD BUILDING DEPT. o m N�o 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) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: a(- Colti2e&on5 Ma4.c- du" d�, J- 0,0VtV -. -�6,4,h 400A nsOlej- Ae, 6 DID 4v CVn�.Vlue, DATE INSPECTOR oe souryOl 60175 0 6(�) ©t'c ctrct h O * # TOWN OF SOUTHOLD BUILDING DEPT. ro 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) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AU610- Aed Co w,Lo sineh-elCd ;�p� !s-f mot G14 kf s Q, I G o��s ct9aswe i' yes l� GZ Raw _eco 1-ovi kk mxeAto 4r6,-T gtt�;O,� DAT�O � INSPECTOR ho��OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. couff", ' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [. ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ INAL I¢,'C 614,f [. ] FIREPLACE & CHIMNEY - [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ :} FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A9dL'f&,4 A AMMd rD/X/t s iz 4f4ie- Dist wxes 4 hoses �c�'s 74 A-9 i" 4 b � 2� 2 %Lc� • vtit hi �o e.Q c ee f i �t �/���iuca� DATE INSPECTOR SO(/T�° TOWN OF SOUTHOLD BUILDING DEPT. ^oum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [AJ41'NAL a [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: So icim ao�4co2A. O 5v-°-U DATE 23 INSPECTOR OF SOUTyO� / ��� 00 O`cjk �� - Z57l TOWN OF SOUTHOLD BUILDING DEPT. 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) [/Q ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: b ;5 - u VA. ) DATE o27 9" Z 'INSPECTOR Kathryn Fee Architect, P.C. PO Box 1733,69C Main Sheet,Sag Harbor NY 11963 631-377-0316 www.kathrynfee-architect.com kathryn@kathrynfee-architect.com December 18, 2025 Steinbuglar Residence 550 Orchard Road Southold, NY To Whom It May Concern, I, Kathryn Fee, am a licensed Architect in the State of New York, License No. 023855. At the request of the Building Inspector, I have reviewed the domestic water service at the above-referenced property. Based on site observations and available information, the static water pressure at the point of entry to the residence was measured and found to be within acceptable limits for residential use and in compliance with applicable plumbing code requirements. The observed water pressure is adequate to serve the fixtures and appliances within the home. This certification is provided for administrative and permitting purposes only and is based on conditions observed at the time of review. No guarantee is made regarding future water pressure fluctuations due to municipal supply changes or other factors beyond my control. Please feel free to contact me if additional information is required. Sincerely, Kathryn Fee, RA Kathryn Fee Architect, PC 69 C Main Street Sag Harbor, NY 11963 631-377-0316 kathryn@kathrynfee-architect.com License No. 023855 11 V J AN � 3 2026 Building Department Town of Southold ,al y�i rn N ' W RHEEM r SALES y CO AGondi ci onad Mp�y. INC . or de Aire Central Modelo: RH1P2417STANjA ( Tension Nominal : - 208/240 V Fases: 1 Frecuencia: 60 FRQ 0212 � 022 Corriente Nominal : Hz .0 q Requi Ere Ti errs Fi si cs ��i011L:IJMODL;LL:h ENSAMBLADO EN MLXICO Lee Manual de Instalacion Y OPeraci6n Anexo EFRIG� RANT 0 REFRIGERANT/REEF 92-22050-20-0I ATTENTION; mARK „E`.,,, DE C� ��E1.E xxxu TYPE SL7Pp, p. CIW'U-ITIU 1w ainv ncE LE clpcwi ►-7'E P1tCaVIS� NO SAT RXBN-17AOZ/ SINGIE RXBJ4-172q RXW1-172gq[K! SQI GLF R -1 ZUA071 Rxell-17.1 Oj sLYcll RXBH-17'2 V S f11 C X RXB I.1 rfgl3! G[E RXBFI-1 r_W CY.T RXBH-172fA07C ckr; RXBJI-1721AJOC RXB!(J 724A13C SlN�E ! _ I-17$(�u SdN(( RXB}I-172fB tXiCO VOIAS:208/240 PHlNG 1 / 60 MOTOR P A./FLA Il5 / 1.7 Q REFRIGERANT/RtFRIGtRANT R-410A M pereCl fSn Anexo ATTENTION: MARK HEATER IQT INSTAII-R)IN LET COLUiM-N LA TROUSSE D'APPARETL tt-r�vso-zl-ol DL'CHAUFFAGL-'DE MARQUE A INSTALLE DAMS Est COLONNE GAUCHE 1 fA".X LCCC/ TYw vATLY _ wiAil CUKIT Aff SQ.TA(t. 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DISCONNECE SHE TCN M UQ EUE>M TO DE ENERGIZE THIS POWER sUppLy OEpUIPMENLNG. MORE THAN ONE - DINNSI N DANGEREUSE ,6 ::1D�RANC aiTA1JItBiEI� CORPORELLES OU LA MORT dde(CO)Poisoning SEC110NNE pp W NIEi1RE ONUCE AVANTP OITREEIII p�FON(TIONN IKFRRUPTEUR OF were Injury or Death. In the exhaust of motor SEE { el burning devices can be PROYIDFD MgEM INS �au..,��. space by the operation of the W EiFCitlCSNp�PELSONA(fir conditioning system. �a'a"' ADN IONAM0OPEUnNG i COKW@IFIIMMygpIKWJArOBIT r4p61NT � CCIMILYCA 1 h'l�generalots,garden j D'NKW ATMIM Q D'01 A Q(MIINfD SOMCE Comm table ileaTers.Chat&( ,ann rru�W.UM ANIS1Ul w f1M SBMwr iTnr itit c $L UIIIIE YOUS OEM SOMF I �iEs✓� i � � ' BOARD 0011 ' r 1 i4At 1 1 �u i•t) y ► t 1 1 1 � • ....,. 41 �0v�6/c 1 .t r L ? �. '1 Zen 1-; } d e^ r , S x 1 3y f imp !� • a t 4 X ,cry • + r 4 ' \ 41- ` VM' >. �� � S�' Y ;..may[/• 1 1 . ' l �a 1i''e�• I I r r B5I -730 9 q. iS 4 � its! �s 111 Final Inspection Checklist "` a ended plans for all changes `architect certifications YO/f/A�l/ )C blower door and manuals AS X HD green stamp Truss placard plumber solder electrical certificate fixtures installed? E:=—wef!::T appliances installed? running water? HVAC running? C T" shut off switch C�EVO'door knobs installed? S r---�-�---railings and banisters? Gripable? 6 1/4" max perimeter �--tO--Mclean and safe? house number posted? _)t_ heat pipes insulated? X basement dry? X columns bolted? " .stormwater control? Runoff contained;finish grade contained? relief valve hard piped to 6"? smokes&COs? self close @ garage? _storm shutters? )C garage heat detection X protection of basement floors fall protection"Fr <energy certificate on panel >C generator transfer switch at panel and at unit(permit needed for generator) ; light bulbs-90% LED required dishwasher hose secured? C exterior trim (pine) painted or sealed vacuum system-in garage cant be plastic �1N � I--- thermostats must be programmable �G pool? -door alarms,window restrictorsl I hvac ducts unobstructed and free flowing )C Trustees C of C Zoning conditions X Elevation certificate ooFF .. TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ay . o��Y Telephone (631) 765-1802 Fax (631) 765-9502 htt2s://www.southoldtownny.go Date Received APPLICATinny VnR BUILDING PERMIT i D E_-- - ��,��• 1 1 tw 7 r"k1■ ffice Use Only I PERMIT NO Building Inspector 1�pplicat►onx a down of Southold ril farmfrnust be fsrlld out to tla�rr eniiely ItSorr�plete$ ry Building Department applrcat�ons will not be accepted lihere the Applrcant rs not the owner, p ;Owner's Authorization forrri(Page 2)shall tie completed���'r k` Date: �1 fi`It G1 20 2777 y fa11VI�IER(S) Is �i � Name // SCTM # 1000- _, _....._. :eLn, �lC.t Project Address: Phone#: � r S - (� Z 0 �. 9. Email - Mailing Address: 5 S O 0 C�•1,a rct �0 0-d �O a f'�i o f d, P"%r t l g 7 ..1.. Name �yt`�, - - Mailing Address: ;p. 6v.. i7 SQ N av 6o✓ Phone# � � I - 3 72 - t7 3 1 (7 Email: [Cad ��.. .►� � ��+fir zQ -c�r��� ...... rn =DESIGN PR4FESSIONAI�iNF�FtNIATION.. ' �� � � � x} � k Name Mailing Address: v 5 >u p a- a o t/ e Phone#: (� 3 t - 3.1 Z - o z)b Email: sez" e u s ct. o w e_ EON'iFtACT+ R INEQRMA7IQN `r _ k X Name: V ti.(, t -ra, _.... ...._._..__..:....: Mailing Address f1 boX ?S 1 b I Phone# 6 ( 3 7� 09 IL Email iwt„beY �� vt�a� habr �c�rs...�Cola-�...._....... � � F ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Aeyy Ivi h orJS St ►w cvvC,Ire, w�'r DD 000 Will the lot be re-graded? ❑Yes ElKo Will excess fill be removed from premises? es ❑No 1 ' PROPERTY INFORMA Existing use of property: _ ee S�dGd�G Intended use of property: I`Gt4cace Zone or use district in which premises is situated: Are there any covenants a d restrictions with respect to O this property? ❑Yes No IF YES, PROVIDE A COPY. fCheclf Box After Reading The oymer/sontracto/design professionalis responsibie for aU drainage:and storm water issues as provided by, Chapter236 of ti►e Tavm Code.APPLICATIQN IS HEREBY fW1pE`to the$wilding pepertmentfor the Issuance of a Building Permit pursuant to he euildtng Zone Or"dinanceoftF�eTowdofSouthold,Suffofk;County_NewYork'andother=apptirablelaw_ O.. - _es,arRegulations,fortheconstructionofbuitdings,;y additions,alterations or for remdvai or demolition as herein tlascnbed The applicant agree3,to comply with all applicableaaws,ordinances,b"uitding code, housing code_and regulations and to admit'autharized inspectors on pre ctions False statements made herein.are pumshabie as a Class A`rh demeanor pursuant to 5®ctwn 210i45 of the_New YorkState Penal Law Application Submitted By(print name): , r K r"C G Authorized Agent El Owner Signature of Applicant: -Date:' ate 3- 2 STATE OF NEW YORK) 's COUNTY OF S 5 i l`) KA, r h r 11 K FGG being duly sworn, deposes and says that(s)he is the applicant (Name of individua signing contract)above named, (S)he is the A (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 day of 20 UNc tary u%VBERLYN DE JESUS NOTARY PUBLIC, STATE OF NEW YOR N0, 01 DE6394737 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES AUGUST 5,202 (Where the applicant is not the owner) I,_ f<A is h �TCd od l0J° residing at S Se? Or eAa r d Ito 0- V Of V dwA r/ot. do hereby authorize 44 -1h 0 V A �d e to apply on my behalf to the Town of Southold Building Department for approval as described herein. Z Owner's Signature Date Print O ner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) c1 lelnIL, „r' residing at 5 50 OrCLaAcQ (Printilroperty owner's name) At Address) do hereby authorize fS t Mel h (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) ( ate) "AA, VL Ste, �►� �er (Print Owner's Name) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 25, 2024 TO: Kathryn Fee (Steinbuglar) PO Box 1733 Sag Harbor,NY 11963 Please take notice that your application received June 6, 2024: For permit to: Construct additions and alterations to an existing single family dwelling at: Location of property: 600 Orchard Road, Southold,NY County Tax Map No. 1000—Section 66 Block 2 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 22,090 sq. ft. parcel in the Residential R-80 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring between 20,000-39,999 square feet in total size require a minimum rear yard setback of 50 feet. The survey shows the proposed addition to have a setback of 36.6 feet from the rear yard property line. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. • BOARD MEMBERS ��0� Sol/& Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O �® 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes apt Town Annex/First Floor, Robe t Lon . F. ` . 54375 Y� e� ��� ad-(at- ugs.Av e� _____ o ll ri ne�i�to COO��,� Soutlbo c "�IR U (m c`' htt ://southoldtownn ov 4 ' JAN ,� 2025 w... p Y g 1 0 2 0 2024 ;If ZONING BOARD OF APPEALS rR• afr i r TOWN OF SOUTHOLD Southold , g + Tw Tel. (631) 765-1809 Clink FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 19, 2024 ZBA FILE: #7963 NAME OF APPLICANT: Kathryn Steinbuglar PROPERTY LOCATION: 600 Orchard Road, Southold NY 11971 SCTM: 1000-66-2-7 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determined that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated September 13,2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, triangular-shaped, 22,090 square feet, .521 acre parcel located in the R80 Zoning District measures 334.80 feet along Orchard Road,then runs north 146.83 feet along a residentially developed lot to the west,then returns 300.89 feet along an(undeveloped)agricultural field east to the roadway. The property is developed with a one-and-a-half-story residence with an attached single-car garage accessed via a breezeway, a wood entry stoop, a wood deck, and an asphalt driveway, as shown on the survey prepared by Donald J. Metzger, Licensed Land Surveyor, dated July 9, 2024. e BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's July 25, 2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at; 1) less than the code required minimum rear yard setback of 50 feet; located at: 600 Orchard Road Southold,NY. SCTM No. 1000-66-2-7. RELIEF REQUESTED: The applicant requests a variance for additions and alterations to an existing single-family residence, including the removal, redevelopment and expansion of an existing sunroom measuring 15 feet by 18 feet for a total of 270 square feet. The proposed addition will preserve a pre-existing rear yard setback of 36.6 feet where the Code requires a minimum 50 feet rear yard setback. ADDITIONAL INFORMATION: The applicant provided Architectural Drawings consisting of proposed floor plans and elevations, sections and a door and window schedule labeled A-101, A-102, A-201 through A-204, A-301, and A-601 prepared by Kathryn Fee, Registered Architect and dated July 30, 2024. Page 2, December 19,2024 #7963, Steinbuglar SCTM No. 1000-66-2-7 The applicant provided the following Certificate of Occupancy on prior improvements on the subject parcel: Z-2267 dated October 11, 1965 covering an addition to an existing dwelling Z-2525 dated September 14, 1966 covering a private one-family dwelling Z-15592 dated April 6, 1987 covering a pre-existing, non-conforming dwelling The applicant provided a copy of"original" map of Beixedon Estates, surveyed on March 5, 1946, illustrating the subject parcel as lots 3.2 and 3.3. The vast majority of lots created in the Beixedon community are presently located in the R40 Zoning District. The subject parcel is one of two lots (out of over 60) that is located in the R80 Zoning District, and adjacent to agricultural lands. The applicant also provided to the Board an amended survey depicting the building envelope of the parcel. No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 5,2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Beixedon Estates is among the oldest `planned' communities within Southold town and has a rich and locally known history. The homes were planned to be architecturally diverse with various lot sizes and shapes to take advantage of the waterfront and deeded access points. Many homes within the colony do not meet current Zoning requirements having been built before the adoption of the Code in 1957. The expansion of an existing, one-story sunroom and maintaining a pre-existing setback of 36.5 feet from the rear yard lot line will not be discernable to neighbors, passersby or those using the roadway. Additionally, the rear yard overlooks vacant fields. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The existing residence was built prior to or around the time of the adoption of Zoning in the Town of Southold. A Certificate of Occupancy, Z-15592 dated April 6, 1987 illustrates a pre-existing, non-conforming setback of 36.5 feet. As part of the applicant's additions and alterations to the residence, they propose to maintain this setback when redeveloping and expanding the existing sunroom. As a result of the original siting of the house and the lot's irregular shape,the applicant has no alternative but to seek relief from the code to expand their home. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 27% relief from the code. However, the house was built before current zoning and the applicant does not propose to further encroach upon the reduced rear yard setback as part of their renovation plan. Furthermore,the property to the north is an unimproved agricultural field and there is only one immediate neighbor to the west which could potentially be impacted by granting relief. However, their home is screened by mature plantings. Both the subject premises and the adjacent neighbor are the ONLY two lots within the entire Beixedon neighborhood that are located in the more `restrictive' R80 Zoning District. Most homes within the community are in the R40 Zoning District which has lessor rear yard setback requirements. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. v Page 3,December 19,2024 #7963, Steinbuglar SCTM No. 1000-66-2-7 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to an existing single-family residence, including the expansion of an existing sunroom measuring 15 feet by 18 feet for a total of 270 square feet of additional living space,where the proposed addition will preserve a pre-existing rear yard setback of 36.5 feet where the Code requires a minimum 50 feet rear yard setback while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Planamento,seconded by Member Lehnert,and duly carried, to GRANT the variance as applied for, and shown on the survey prepared by Donald J. Metzger, Licensed Land Surveyor, last revised July 9, 2024 and architectural drawings labeled A-101, A-102, A-201 through A-204,A-301, and A-601 prepared by Kathryn Fee, Registered Architect,and dated July 30,2024. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity, provided de minimis relief is requested within one year of the date of this decision. Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current orfuture use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three (3) consecutive one (1)year terms. j Page 4,December 19,2024 #7963, Steinbuglar SCTM No. 1000-66-2-7 IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, and Lehnert.(4-0)(Member Acampora Absent) r Leslie Kanes Weisman, Chairperson Approved for filing lob( 91b/2024 guffot BUILDING DEPARTMENT- Electrical fospecto� TOWN OF SOUTHOLD C* Town Hall Annex- 54375 Main Road - PO Box_;14'79' o • Southold, New"York 1"1971=0959 yfj O� Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh(a)_southoldtownny.gov - seand(D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4/16/25 Company Name: G Craig Electric Electrician's Name: William Hanusa License No.: ME-4432 Elec. email:jeanette@mapeselectric.com Elec. Phone No: 631-283-4616 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: 360 Magee Street, Southampton, NY 11968 JOB SITE INFORMATION (All Information Required) Name: Katryn Steinbugler Address: 600 Orchard Rd, Southold, NY 11971 Cross Street: Arshamomaque Ave. Phone No.: 631-287-4616 BIdg.Permit#: 5` �(� email:jeanette@mapeseleetric.com Tax Map District: 1000 Section:-066.00 Block: 02.000 Lot: 007.000 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): / Service upgrade. Going from an overhead to an underground Wiring of renovated areas Square Footage: 517o Circle All That Apply: Is job ready for inspection?: ❑ YES NO []Rough In ❑ Final Do you need a Temp Certificate?: YES NO Issued On y�atl Temp Information: (All information required) Service SizeFv-711 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 098346878 ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 2 W/ H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1pa v51-7 rer—f tboiqml) Se cv�CsL Ck�\ o�g�FFO(��OG y< BUILDING DEPARTMENT-Electrical Inspector y x TOWN OF SOUTHOLD 5p • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 rr Temporary Certificate # � I Date `4—' 95 2025 Customer Name r Electrician Name Crulg,, ,}n Address Phone 31 'a$1314W e-mail e-mail (�,�} t�,,Can Phone License# ME — -6 Size A Phase Overhead Underground �/� #of Meters 1 Remarks #of Underground Laterals 1 2 New "H" Frame or Pole %,-N P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#lA �4_8-78 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by r S�Fp BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD h Town all Annex- 54375 Main Road - PO Box 1179 o w 1t DEC 23 2025 (Southold, New York 11971-0959 Telephone (631) 765-1802 D :�Bek?'ii�3ya'iy4 0'� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFOR ATION (All Information Required) Date: 1 Z Company Name: �tity t(✓ (,,.lok Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATI N (All Information Required) Name: �k ct v Address: Cross Street: o o Phone No.: ( ZD 0 TS Bldg.Permit#: 517 fx:2 email r tQ; �- Tax Map District: 1000 Section: Block: Lot: ,�i A. ,.� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Jc fin , Square Footage: Circle All That Apply: Is job ready for inspection?: D YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph F—]3 Ph Size: A # Meters-, ' OId Meter# .F New Service0 Fire Reconnect OFlood ReconnectOService Reconnect OUnderground DOverhead # Underground Laterals 1 R2 H Frame D Pole Work done on Service? D Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 6-A (k,v Il I z�z�j PERMIT# Address: Switches Outlets G F I's I Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump He Trnsfmr Smokes DW Generator Salt Gen. Grb.Dis Water Bond Carsbdn- M.icro 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 �O `'T offo COUNT SHEET JOB; 600 Orchard Rd/Permit.# 30 QTY DEC 1 0 2025 DUPLEX RECEPTACLES 42 SWITCHES 33 GFI RECEPTACLES 5 SCONCES 4 RECESSED/HIGH HATS 8 UNDER COUNTER LIGHTS 4 EXHAUST 2 SMOKE DETECTORS 3 COMO UNITS 3 REFRIGERATOR 2 OVEN I DISHWASHER I MICROWAVE 1 DEHUMIDIFIER 1 HOOD 1 HOT WATER HEATER 1 WASHER/DRYER I NO SUB-PANEL 0 NO-GENERATOR 0 -SUMP PUMP 0 A/C-YES 40 C-0 VAf, �A 200 AMP SERVICE-YES 6ki A cho h Meyer, Nancy From: Meyer, Nancy Sent: Tuesday, February 18, 2025 3:03 PM To: 'kathryn@kathrynfee-architect.com' Subject: 600 Orchard Road Good afternoon Kathryn, I am reviewing the plans and application for the proposed Steinbuglar addition and just a few things I'm looking for on the plans: -Please provide a foundation plan -Provide a roof framing plan for the addition and the covered porch -REScheck ✓ -Do you have an existing conditions floor plan? -Please confirm that the existin shell (framing, insulation, sheathing) is to remain, except where indicated to accommodate the addition. If you have any questions regarding the requested info,feel free to reach out to the building department. Thank you, .Nancy_Weyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i Meyer, Nancy From: kathryn kathrynfee-architect.com <kathryn@kathrynfee-architect.com> Sent: Wednesday, February 19, 2025 9:37 AM To: Meyer, Nancy Subject: RE: 600 Orchard Road Hi Nancy, We have the foundation plan and REScheck. How many copies do you need? Also,we added framing information for the addition and front porch to the plans. We don't have existing plans in cad, but we do have the original drawings from 1954! We can scan them and make prints. There haven't been any changes except for the addition that was built in 1965 which we are removing. Would these plans satisfy the Building Department? The existing shell is staying the same except we are removing the sheet rock on the 2"d floor ceiling and adding 5.5" of closed cell spray foam. This is the most we can add because the existing rafters are 2x6's. Please let me know if we need to print new sets or just the sheets,we are adding information. Thank you! All the best, Kathryn Kathryn Fee,Architect POB 1733 69C Main Street Sag Harbor,NY 11963 631.377.0316 www.kathrvnfee-architect.com From: Meyer, Nancy<nancym@southoldtownny.gov> Sent:Tuesday, February 18, 2025 3:03 PM To: kathryn kathrynfee-architect.com <kathryn@kathrynfee-architect.com> Subject:600 Orchard Road Good afternoon Kathryn, I am reviewing the plans and application for the proposed Steinbuglar addition and just a few things I'm looking for on the plans: -Please provide a foundation plan -Provide a roof framing plan for the addition and the covered porch -REScheck y ZONING R-80 (Non Conforming) N SURVEY OF PROPERTY AT SOUTHOLD E TOWN OF SOUTHOLD I SUFFOLK COUNTY, NEW YORK 1000-66-02-07 DEER 85� SCALE: 1"=30' FE+.YN a$ NOVEMBER 20, 2021 MAY 30, 2024 (Proposed) OF DEER'eNcs N/F PROFFSL�UKOW'Kr 30p.g9 ' ibs, ' , TIL1iY POLE L O T CO VERA GE ��A T.4, AREA BUILDABLE LAND= 22,090 SQ. F DEER FEUCE/_ O EXISTING �, m LorQ �• b HOUSE &BREEZEWAY 127J 492 sgtt. GARAGa WAS DECK 304 sq.ft. C FE ZN 9 Proposed zzgZOR( V/1 DRIVEWAY 2081 SQ•FT. Cm y Drywall -N 1 E 4150<g S Lo 2 wNPG °Q S .FT P o. r18.8%e 2 emu, rO O or sr e. a 9 / PROPOSED 'CMF 3 H-Frame inoNO a'J HOUSE&BREEZEWAY 1435 sq.ft. 16 Rap ' � GARAGE 492 sq.ft. t+ '90• /J DECK 337 sq.ft. DRIVEWAY 2081 SQ.FT ELEVA ALW of E17s77Nc 6^ o + A PI•"'.zo.+ �5s yA`f 4345 SQ.FT. �s' 24� (�Hoag 4345/22090= 0.197 or 19.77 HElGHT fXrSAHG RIDGE- ss r Sao < � lOCE=2r.8' LOIO forsythia Sh PRO D 6�PRO OSED p,ORRED NEW DEC /A N/FDA�4p OF r` P a Rw� D ywsel RAIN RUNOFF CONTAINMENT M5TINv HOU5E + ADDITIO9 • EX151TING GARAGE • 1927 5Q.FT. i 1927 X I X O.7• 325 GUFT. / 328/422 • 7.8 VF (8' DIAJ 6" PROVIDE 2 DW S 8' DIA X 4' DEEP OR EQUAL CONNEGTED DY GUTTERS AND LEADERS. too X 0=SPOT aEVA77oul GRADE / NO TE.' aEVA AONS AHE REFERENCED rO NAw$8 Y5 �,h'_�� °e THE AVERAGE NATURAL GRADE OF PROPERTY IS 17.83' '0-=UAL POLE o. ® REV�s SEr ¶ 4 No. °=PIPE FOUND Certified TO: � N.Y.S. LIC. 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CM ` Drywell �1 Slot UT1( 4150 SQ.FT.' Lo 2 O. . �Y �+� AGE Proposed POLE 4150/22090=0.188 or 18.87 o 2 N ga xrr..e1 A$g F°Q �- utdoor PROPOSED er '-CMF ~^ a ADDITTIIOND g pT " sR 1 HOUSE & BREEZEWAY 1435 sq.ft. �: ` eo y45 , a So Roc1 GARAGE 492 sq.ft. .DECK 337 sq.ft. 5%E °"+`�N �'�+ 0 'DRIVEWAY 2081 SQ.FT NOVS. ,y �,�e`pc� � 2.•. . { Bldg Dept copy from ZBA �.4. 0\. 4345 SQ.FT. ' ElEVAAUN OF DlISANG �50 N Ze,1 Final reviewed domwnents 4345/22090= 0.197 or 1,9.79 ROOF RIDGE- 39.7' &� �yc- ZDA file 9�3 HEIGHT IXS77NG RIDGE 21.8' ��� �� � � AY F, 1 ,1� ^� Dec J R L07O . NEW E DECK� 3 \' t�"." 1 ' js�p�. P O OSED VEREED ;- d r PORCH N/F Pp�P preil d `c°^c ro �olt4fi�AJ �1 a RANp �� __. .oJ oJ9J '�v RAIN- RUNOFF CONTAINMENT A�6 05 ?0 EX15TIN& HOUSE + ADDITION, 2 N` ?y J-W Xlit X o n�325 GU.F=T FT. �N/ O BOAR®®F 326/42.2 • 7.8 VF W DIA.) Ap `6h PROVIDE 2 DW 5 6 DIA X 4' DEEP PEALS OR EQUAL GONNEGTED DY CLUTTERS y AND LEADER5. a REF X1t= SPOT ELEVAnav/GRADE Q NOTE.• xr• 3 .� ELEVAnays ARE REFERf3V[ D TO NAVD'88 CMF THE A VERAGE NATURAL GRADE OF PROPERTY IS 17 83' ♦c� UAL POLE 0.2 ND. W�a1 ■ = MONUMENT. L1Tf > •= RMAR SET x�� POI E 0= PIPE FOUND ��� Certified TO: N.Y.S LIC; N0. 49618 N.Y.S. LIC. NO: 051132-01 LoTNUMMeR&- © REFET: ro U4P GFBEV23XN ESTATE' Kathryn SteinbUg ler FUM& 7W SUFF"COWTY a BWS OFFICE PECO IC RVEYORS, P.C. aN MMW 16` 194& AS FILE Na 1472. -� 160'+/ to landward edge of tidal wetlands Fidelity ty Na t1011 OI T%tie Insurance Company (631) 765-5020 FAX (631) 765-1797 ANY ALTERATMV ne AD MON m TMS SURVEY iS A VMA7XW \rm along the edge of Hlppodrone Creek. P.O. BOX 909 OF SECTM 9 IF 71E NEV YDW STATE EDUC nM LAV. \\ Rocket. Mortgage, LLC EXCEPT AS PER SECTM 7209-SUMVZSM 2 AU =12F'LCATL7VS MEM ARE M10 FOR T MW Nm arDs THEREOF DN.Y D- \ 1230 TRAVELER STREET HIS SAID MAP DR COPES DE Ste. OF TFE SURVEYOR ,21-056 W?VW�,, WARMW AMEARS►+oev�L SOUTNOLD, N_Y. 11971 C E U E ZONING R-80 (Non Conforming) N JUL 3 0 2024 SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD B7Ubwn oDep Department t SUFFOLK COUNTY, NEW YORK DEER lOOAOT—y1BB—O�T..—O7 FENCE�/h SCALE: 1"=30' FE 1.0' y �CMF `C AF NOVEMBER 20, 2021 MAY 30, 2024 (Proposed) of FENcf- JULY 9, 2024 (Revisions) N/F p HOFE kR KOWSK1 3p0.8g, oEE� :H T �OSEp nuiy POLE L 0 T CO VERA GE / Q AREA BUILDABLE LAND= 22,090 SQ. FT. IA14'4A� DEER FENcE EXISTING \ LOT(3) HOUSE & BREEZEWAY 1273 sq.ft. GARAGE 492 sq.ft. lb• wATER DECK 304 sq.ft. FE 1.ZN h Proposed 2�'2 .� vim ` °� DRIVEWAY 2081 SQ.FT. CM���y Drywell N SJOR O WpY N FR Rp E, Q Po TM 4150 SQ.FT. Z N� Lori Propose d o a`p55 Gflf e�1a9 4150/22090=0.188 or 18.8% > a �cr. Outdoor \-CMF �• '�� m PROPOSED Shower �O�oc ogti PROPOSED ADDDMON 51 g PLO ' PPRON HOUSE & BREEZEWAY 1435 sq.ft. \ / H' S15ftid9s NCP 5� RACK-- GARAGE 492 sq.ft. o RK s�� Y / Y EX,sUo9 oH�MaE �" o DECK tiE z�•a 337 sq.ft. 1k .7.4 , - �/i rA 1I2 N%gE ° \ O DRIVEWAY 2081 SQ.FT. 6� P{• e� 2 d 15a Nm 4345 SQ.FT. ELEVA77ON OROOF F EXI ANG 11$ 4345/22090= 0.197 or 19.7 d X�E K� 24 ENis 0� HEIGHT EXIS77NG RIDGE= 21.8' oK \ % 0 L07T PROPOSED d DR •s• � OO NEW DECK COVERED PORCH / v Opv,� OF ^ ,�w s' s' ti P E NIF pA WAFT Propose d �o s r�o`s�' J RpN. RAIN RUNOFF CONTAINMENT xov doe O EXI5TIN& HOU5E + ADDITION, + EX151TIN& &ARAGE - 1927 5Q.FT. 1927 X 1 X 0.17• 328 GU.FT. > 328/42.2 - 7.8 VF (8' DIA.) 16h � PROVIDE 2 DW'5 8' DIA X 4' DEEP �p °e OR EQUAL GONNEGTED DY GUTTER5 "98EW Y AND LEADER5. � �•t17ET� �;= AREA29090 SaFT. X°6= SPOT ELEVAAON/GRADE p Q NO TE. { } B EVAAONS ARE REFERENCED TO NAM 88 CMF 1y��` �° THE A V/ERA GE NATURAL GRADE OF PROPERTY IS 17.83' �� r 0.2'5 �= Una POLE 0.2' os91�Y ■ = MONUMENT ^a,� •= RERAR SET x�' POLETMI �+6c^a.� 0= PIPE FOUND Certified To: Y.�60 N. S. LIC. NO. 49618 LOT NUMBERS} © REFER 7D INAP OF SUMMON ESTA 7r Kathryn S t ein b u gl er N.Y.S. LIC. NO. 051132—01 RLED av VIE SUFFOW COUNTY CLERKS OFFICE PECONIC S VEYORS, P.C. ON MARCH 16, I946 AS PILE Na 1472 160'+1 to landward edge of tidal wetlands Fidelity National Title Insurance Company ANY ALTERATION INADDMON m I=SLRVEY Is A VBIATM along the edge of Hippodrone Creek. (631) 765-5020 FAX (631) 765-1797 OF SECTIEN 7209 OF nE WV YOPK STA7E EMrATM LAV. Rocket Mortgage LL C P.0. BOX 909 EXCEPT AS PER SECTION 7209-SLWZVZSEW 2 ALL CER77FICATMNS HEREON ARE VALID FOR nn MAP AND COPIES TWREOF MLY IF 1230 TRA VELER STREET SAID MAP OR COPIES BEAR TIE IMPRESSED SEAL OF TIE SURvEYaP VMOSE SZ"n*E APPEARS►EREM SOUTHOLD, N. Y. 11971 21-056 ZONING R-80 (Non Conforming) SURVEY OF PROPERTY AT SO UTHOLD 3_ F B 1 0 2026 1° TOWN OF SO UTHOLD SUFFOLK COUNTY, NEW YORK DEER 1000T—�66-02qq-07 FFE,N,CEE 85A SCALE: 1"-30, FF �.01 y 'CMF `CMF NOVEMBER 20, 2021 / / MAY 30, 2024 (Proposed) FE�ACE r` JULY 9, 2024 (Revisions) PROPER UK� sKI 89+ DEER �H ANT DECEMBER 31, 2025 ( Final Survey ) �OSEPH F, kR 3p0/ • nun POLE L 0 T CO VERA GE AREA BUILDABLE LAND= 22,090 SQ. FT. HOUSE & DEER FENCE/ \ g� COVER'D PORCH 1459 sq.ft. L073 � Dc• GARAGE 492 sq.ft. S 'S� DECK 341 sq.ft. st Containment 22.2 AL DRIVEWAY 2081 sq.ft. FE Containment R� CMF�`� Drywelis S� Un, 4373 SQ.FT. �or�2 RPG 9, Q P� 4373/22090= 0.198 or 19.8%J As Lit / �o Electric , Outdoor J w CMF (r a am Meter r Shower P RON/CA � PP \ O o� oQ VAC 7 S1OR� I_; �3 IZ NOSE cA ME 2 /... Y CH�MNE \ 5•' 2k5 COVERED Buried g2 DECK c PORCH Electric Line E.�. STEPS 'Q LOT(j) S. E �� of E.l.� s� NIF PROPwA O- Pn E Y OF iVEyr Y w �+ .4 i AREA==090 SQF . ELEVATIONS ARE REFERENCED TO NAV0'88 CMF 0.2'S LflW� UTIL. POLE 0.2' ■ = MONUMENT 71 TY •= REBAR SET POLE Certified To: N. Y.S L/C. N0. 051132-01 xI O= PIPE FOUND �yo LOT NUMBERS O REFER m -MAP of BE7mm ESTATE' PECON/C OOD CERTIFICATE saUT/ONS BLED IN THE SUMVLK MALTY CLERKIS OFFICE Kathryn S t ein b u g/er oN MARCH 16, IM. AS FKE NO. I472 —� 160'+/ to landward edge of t/dal wetlands Phone:(631) 989-9174 ANY ALTUATM Or ADDITm To TILTS SURVEY IS A vmurmu Fidelity National Title Insurance Company OF SECTJM raw OF THE WV YOTK STATE EDUCATIW uV. along the edge of Hlppodrone Creek. Email: peconicfcs@gmail.com EXCEPT AS PER SECTM ra9-S=ZM1W E: Au CERTPrATIM Rocket Mortgage, LLC HERON ARE VALID RR TM W AM C[F� TWE GLY X P.0. sox 128 121 -O56 Vass SlON nW APPEARS HMMSwm MAP at arms BM THE MWSM SEAL O- THE MVEYM � Rll7ERHEAD N. Y. 11901 Generated by REScheck-Web Software Compliance Certificate Project Steinbuglar Energy Code: 2020 NYStretch - 2018 IECC Location: Southold, New York Construction Type: Single-family v Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: FEB 2 4 2025 Permit Number: All Electric false Building Department Is Renewable false Town of Southold Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 550 Orchard Road Kathryn Fee Architect Southold, NY 11971 Comptiance,—Passes using IJA trade-off Compliance: 1.7%Better Than Code Maximum UA: 117 Your UA: 115 Maximum SHGC: 0.40 Your SHGC: 0.27 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1: Cathedral Ceiling 260 38.0 1.0 0.027 0.026 7 7 Wall 1: Wood Frame, 16" D.C. 436 19.0 1.0 0.056 0.045 4 3 Door 2: Glass Door(over 50%glazing) 76 0.270 0.270 21 21 SHGC: 0.29 casement windows: Wood Frame 138 0.260 0,270 36 37 SHGC: 0.27 Double Hung Windows: Wood Frame 147 0.270 0.270 40 40 SHGC: 0.27 Floor 1:All-Wood joistfrruss 260 35.0 5.0 0.025 0,033 7 9 Project Title: Steinbuglar Report date: 04/19/24 Data filename: Page 1 of10 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 has been designed to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version : REScheck-Web and to comply wit he mandat requirements listed in the REScheck Inspection Checkli // // 4 > h H &6 Y'G it r�o z / 9 Z Zr Name Title Signatu e Date Project Title: Steinbuglar Report date: 04/19/24 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web �J( Inspection Checklist Energy Code: 2020 NYStretch - 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Feld Verified Pre-Inspection/Plan Review; Compl�es� Comments/Assumptions &Re .ID value Value 103.1, ;Construction drawings and ❑Complies 1 103.2 documentation demonstrate ❑Does Not i, [PR1]1 energy code compliance for the ❑Not Observable fc4Si ;building envelope.Thermal { envelope represented on I ?❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate `❑Does Not 403.7 ;energy code compliance for ❑Not Observable , [PR3]1 ;lighting and mechanical systems. , Systems serving multiple ":?❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC x ° 'y Commercial Provisions. 302.I, Heating and cooling equipment is;, Heating: Heating: ;❑Complies 403.7 _, sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not [PR2]z s on loads calculated per ACCA Cooling: j Cooling: tNot Observable Manual J or other methods Btu/hr Btu/hr ; s ❑Not Applicable approved by the code official. q I 1 1 I Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3,°1 Low Impact(Tier 3) Project Title: Steinbuglar Report date: 04/19/24 Data filename: Page 3 of10 Section # Foundatian Inspection Comphes� '' Comments/Assumptions & Req ID 3 303.21 to protective covering is installed to ;❑Complies [FOL1]z protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ; , ❑Not Applicable 403.9, ;Snow-and ice-melting system controls;❑Complies [1`012]z �I installed. ❑Does Not :3 ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Steinbuglar Report date: 04/19/24 Data filename: Page 4 of10. Section " ' Plans Verifietl Flle1d Verified # Framing(Rough In Inspection Comphes� ::Comm6nt"Spumptions _ & Req.ID Value' Value 402.1.1, "Glazing LI-factor(area-weighted ', U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, l average). i❑Does Not ;table for values. 402.3.3, 402.5 :❑Not Observable [FR2]1 i❑Not Applicable i ram; , 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance `}❑Does Not with the NFRC test procedure or ❑Not Observable ;taken from the default table. J `E]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier 10Complies ; [FR23]1 Iinstalled per manufacturer's ", F]Does Not `J ;instructions.An approved third- party will inspect all components J❑Not Observable ; land verify compliance. See ,❑Not Applicable section details and guidance ;from Table R402.4.1.1. I ; 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 Hs listed and labeled as meeting ❑Does Not � } AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC °- ❑Not Observable 400 that do not exceed code ;`;❑Not Applicable limits. 402.4.5,. (IC-rated recessed lighting fixtures L]Complies [FR16] sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ;leakage at 75 Pa. ;❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics El [FR12]1 l insulated >= R-8 where duct is tt ;1❑Does Not >= 3 inches in diameter and >= f ;;a❑Not Observable l R-6 where < 3 inches. Supply and f i i return ducts in other portions of f ❑Not Applicable the building insulated >= R-6 for j diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. 'f i 403.3.2 ;Ducts, air handlers and filter '❑Complies [FR13]1 !boxes are sealed with ❑Does Not ;joints/seams compliant with I I International Mechanical Code or ❑Not Observable i International Residential Code, as El Not Applicable i applicable. 403.3 ;Duct system in new buildings and ❑Complies [F132]1 ladditions are located in a ❑Does Not conditioned space in accordance S :with Sections R403.3.7 (1-2). ❑Not Observable l i❑Not Applicable i 403.3.8 i Ducts are sized in accordance _ '''❑Complies I [F13311 :with ACCA Manual D and sections F.EIDoes Not R403.7-8. ?❑Not Observable ❑Not Applicable 403;3.5 Building cavities are not used as I❑Complies i [FR15]3 - `'ducts or plenums. ❑Does Not i ' ``;;❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2'` Medium Impact(Tier 2) 3.-' Low Impact(Tier 3) Project Title: Steinbuglar Report date: 04/19/24 Data filename: Page 5 of10 Section Plans Verified Feld Verified Framing'/Rough In Inspection Comphes� Comments/Assumptions &;Req ID ahue , Value 403.37 Ducts declared to be within the ❑Complies [FR28]3 :conditioned space are either 1) IEIDoes Not completely within the continuous j air barrier and within the building ❑Not Observable `thermal envelope, 2) buried ;❑Not Applicable within ceiling insulation in accordance with Section +R403.3.6 and the air handler is located completely within the continuous air barrier and within [ ~y the building thermal envelope ;and the duct leakage is<= 1.5 cfm/100 square feet of `iconditioned floor area served by ` )the duct system, or 3)the ceiling :!insulation R-value installed against and above the insulated l i .,duct>=to the proposed ceiling insulation R-value, less the R- i_ a ,value of the insulation on the 403.4 `'{HVAC piping conveying fluids ; R- R- ILJComplies [FR17]2 'above 105 °F or chilled fluids :❑Does Not `below 55 °F are insulated to >_R- 13. ;❑Not Observable 1❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ;' 3❑Complies [FR24]1 piping. 3❑Does Not I ( ❑Not Observable I !❑Not Applicable 403.53 I Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 i?11-3. ;❑Does Not ❑Not Observable } ;❑Not Applicable 403.5 Energy conservation measures R- R- ;❑Complies [FR29I2 :for SWH systems follow E❑Does Not ' guidelines in section R403.5.1-5. ;❑Not Observable ❑Not Applicable 403:6. Automatic or gravity dampers are Complies [FR1913. ginstalled on all outdoor air t }❑Does Not intakes and exhausts. if { 1❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3.-1 Low Impact(Tier 3) Project Title: Steinbuglar Report date: 04/19/24 Data filename: Page 6 of10 Section " Plans Verified Ffeld�Verified # Insulation Inspection Value Value Compl�es� Comments/Assumptions & Req ID, 303.1' ;All installed insulation is labeled ❑Complies [IN13]2 (or the installed R-values Does Not" A provided. a' ;.;❑Not Observable - ❑Not Applicable 402.1.1, Floor insulation R-value. R- { R- ❑Complies ;See the Envelope Assemblies ❑ table for values. 402.2.E ;❑ Wood ❑ Wood ; Does Not [IN1]1 1❑ Steel ❑ Steel ;❑Not Observable :❑Not Applicable 303.2, ;Floor insulation installed per I❑Complies 402.2.8 :,manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the ❑Not Observable ti i underside of the subfloor, or floor ❑Not Applicable , 1framing cavity insulation is in ; contact with the top side of ,sheathing, or continuous !Insulation is installed on the underside of floor framing and extends from the bottom to the .top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- I❑Complies ;See the Envelope Assemblies 402,2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ;❑Not Applicable (y :requirement applies(FR10). , 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. '-X1Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Steinbuglar Report date: 04/19/24 Data filename: Page 7 of10 n1. Plans Verified Field Verified,'_ #' Final Inspection Provisions Compl�es� Comments/Assum`ptions �& Req ID: . Value', Value 402.1.1, 'Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ❑ Wood ;❑ Wood ;DDoes Not table for values. 402.2.2, I❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per JI]Complies 303.2 (manufacturer's instructions. �❑Does Not [F12]1 ;Blown insulation marked every 300 ft2. �❑Not Observable f ` EINot Applicable 402.2.3 ;Vented attics with air permeable ❑Complies [FI22]?•, A insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that ' ;extends over insulation. ❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [FI3]1 linsulation _>R-value of the ;DDoes Not adjacent assembly. ' ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ; [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable I I ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [F]27]1 .determine air leakage with ; ft2 ft2 ;DDoes Not ;either: Rough-in test:Total ;leakage measured with a 1❑Not Observable I pressure differential of 0.1 inch 1 ❑Not Applicable w.g. across the system including ;the manufacturer's air handler I enclosure if installed at time of (test. Postconstruction test:Total , (leakage measured with a pressure differential of 0.1 inch I I w.g. across the entire system including the manufacturer's air 1 handler enclosure. 403.3.4 I Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or I ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ; ❑Not Observable (tests,verification may need to ;❑Not Applicable occur during Framing Inspection. ' 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of PDoes Not ;design airflow. 3; EINot Observable I �❑Not Applicable 403.1.1 Programmable thermostats k ❑Complies [FI9]2 .1 installed for control of primary f 1❑Does Not jheating and cooling systems and ' ❑Not Observable initially set by manufacturer to ( ; I code specifications. t_ JLJNot Applicable 403.1 2 'Heat pump thermostat installed ❑Complies [FI10]2.• ion heat pumps. j❑Does Not }} ❑Not Observable CNot Applicable 403.5.1 Circulating service hot water J❑Complies [FI11]? .systems have automatic or J❑Does Not accessible manual controls. € J❑Not Observable ; :;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Steinbuglar Report date: 04/19/24 Data filename: Page 8 of10 Section Plans V' M"'tl F�eltl Verif�etl' " ` # Final Inspection Provisions Value` Value CompUes� Comments/Assumptions &Req ID, 403.6 1 All mechanical ventilation system _ ,r �, �DComplies [FI25]2� ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy { and air flow limits per Table )❑Not Observable ; R403.6.1, ,❑Not Applicable 403.2 _, ; Hot water boilers supplying heat S❑Complies [FI26F , (through one-or two-pipe heating ❑Does Not systems have outdoor setback t control to lower boiler water ""` )[_]Not Observable ; ,temperature based on outdoor ❑Not Applicable I to m peratu re. ( "3 403.5..1.1 ;Heated water circulation systems J❑Complies [FI28]? have a circulation pump.The ❑Does Not 'system return pipe is a dedicated I return pipe or a cold water supply ❑Not Observable j pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are not present. Controls for =I I circulating hot water system `) pumps start the pump with signal . for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop ; is at set-point temperature and , no demand for hot water exists. ; 403.5:1 2 A Electric heat trace systems ❑Complies [F!29]2 comply with IEEE 515.1 or UL . ❑Does Not 515. Controls automatically 1 adjust the energy input to the Not Observable ; heat tracing to maintain the J ❑Not Applicable desired water temperature in the piping f; 403.5 2 -`Demand recirculation water AlElComplies [FI30]2 I systems have controls that I❑Does Not #manage operation of the pump ❑Not Observable and limit the temperature of the (water entering the cold water EINot Applicable I piping to <= 104sF. 4.03:5.4 ;Drain water heat recovery units " ),❑Complies ; [FI31]? have >= 40 percent efficiency if I❑Does Not j installed for equal flow or>=52 ' percent efficiency if installed for .,❑Not Observable ; )unequal flow.Vertical drain water ❑Not Applicable 'heat recovery units comply with , CSA B55.2 and tested and i labeled in accordance with CSA B55.1. Potable water-side 1 pressure loss of drain water heat {{ I recovery units are < 3 psi for f individual units connected to one jor two showers. Potable water side pressure loss of drain water 3 I heat recovery units are < 2 psi j for individual units connected to ; three or more showers. ; 404.1 90%or more of permanent „' El Complies [F16]1 ;fixtures have lamps with an ?❑Does Not efficacy>= 65 lumans/watt or have a total luminaire efficacy ❑Not Observable I>=45 lumens/watt. ❑Not Applicable 404.2 !Detached one and two-family 5❑Complies [FI35]1 :dwellings and townhouses where y❑Does Not ;the conditioned space is > 1,400 sf comply with the requirements "° ❑Not Observable of Appendix RA. ❑Not Applicable 11 High Impact(Tier 1) 211 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Steinbuglar Report date: 04/19/24 Data filename: Page 9 of10 Section Plans Verified Field-Verified #' Final Inspection Provisions` Comphes� Comments/Assumptions [:Value Value - 404.3 'One or two-family dwellings and ❑Complies [FI36]1 townhouses with parking area t❑Does Not provided on the building site shall have a 208/240V 40-amp outlet ❑Not Observable :for each dwelling unit or panel # }El Not Applicable :capacity and conduit for the future installation of such an ;outlet. See section details. 404 11 ;Fuel gas lighting systems have ❑Complies [F123]3" ^no continuous pilot light. F ❑Does Not -,❑Not Observable ❑Not Applicable 401.3," :'1Compliance certificate posted. `IE]Complies [F17]2i❑Does Not 4 10Not Observable `. =;,E]Not Applicable 3013 ;Manufacturer manuals for j❑Complies [FI18]3 mechanical and water heating UDoes Not ;systems have been provided. l i❑Not Observable j +'3❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) [11 Medium Impact(Tier 2) 3`1 Low Impact(Tier 3) Project Title: Steinbuglar Report date: 04/19/24 Data filename: Page 10 of10 2020 NYtretch - 2010 I ECC Energy Efficiency Certificate insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 40.00 Ceiling / Roof 39.00 Ductwork (unconditioned spaces): Door Window 0.27 0.27 Door 0.27 0.29 & Cooling Equipment Efficiency Heating System• Cooling System• Water Heater: Name: Date: Comments { Y, i 19 I AUG 2 2 r ti J ituliding Depgrtmsn! Town of Southold i� OF N -2 Aa r IJ A N 2 3 2026 l ' Building Department Town of Southold s 40 �t vV y z EE r } Notes: Ownership and Use of Documents:These drawings and speci5mlions Including the ideas and arrangements represented therein ere the property of the architect.No pan thereof shall be copled,disclosed to others,or used In connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are dearly necessary for the completion of the work or Its appurtenances shall be considered to be Included work although not directly specified or shown in the drawing, 1 A107 DO NOT SCALE THE DRAWINGS.If a dimension Is needed that does not exist on the drawings, contact the architect for additional information. I V-6" 39'-6" REVISIONS 6'-0" 33'-6" NO. DATE REVISIONS!ISSUE 4'-5" V-7" 5'-8" 21'-8" 6'-2" 10'-6" 7'-0" 2'-6" 1 V-6" 2020 RESENDENTIAL CODE OF NEW YORK STATE o :a [0 PORCH BATH II 22 � - 22 2 nn nn�� LS U ll BED ROOM EE nn C np Ia on ,r zr_6 BED ROOM 111'_4' -�,Clooset F E B 2 4 2025 UU Sari ding DePartment M Town Of Southold co Closet I I I I. I I I I I UP Of Kathryn Fee A.I.A W KITCHEN LIVING ROOM Architect DINING ROOM 0 Renovation for Steinbuglar Residence 550 Orchard Road, Southold 9'-0.. 9'-6° 1s'-s" DATE N 24/03/02 SCALE : 3/16" = V-0" Existing 1 st Floor E 1 ,. ram;^• RYi` Al 0 1 Notes: Ownership and Use of Documents:These drawings and specifications Including the Ideas and arrangements represented therein are the property of the architect.No part thereof shall be copied,disclosed to others,or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not d!rectly specified or A107 shown In the drawing. DO NOT SCALE THE DRAWINGS.If a dimension is needed that does not exist on the drawings, contact the architect for additional Information. REVISIONS 35'-6" NO. DATE REVISIONS/ISSUE 2'-0" 9'-8" 21'-8" 11 4'-2" 2'-0" L. �-- �T i � t I i-�--1-i-,-I- � _r��i__4"i��`t '-i_�_ _`-'y_� Y_:_��1``Y._'�;--(_-`_,-'---�- --(-'--i -1--r--��-".'-'-r-•--�-I- F-,- t _ - y -E 7 i 2020 RESENDENTIAL CODE OF NEW YORK STATE r x a cl T-0" 4'-4„ 1 �J__k 18'-6" E C E P W Enn k F E B 2 4' 2025 ti BED ROOM BED ROOM Building Department s _ Town of Southold DN ` k Kathryn Fee A.I.A z N � k STORAGE Architect o 7` N Renovation for Steinbuglar Residence 550 Orchard Road, Southold _ }— — _ — _J -�- r- ;-- 1- �s ! ._t_i ,- -�, ,---� I 1 ---�- DATE T. ITT rtJ _�i_ T _..� -- �r _` ,�_ 7 j� �_l_ r. 24/03/02 SCALE : 3/1 = tt Existing 2nd Floor 1 A107 E D �,�C . Pit.) 1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND SPEED (MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT FLOOD HAZARDS WOOD STRUCTURAL PANEL SHEATHING OR SIDING USED FOR UPLIFT RESISTANCE: REQUIRED PANELS SHALL BE OF THE MINIMUM THICKNESS REQUIRED FOR THE 45 130 A,B SEVERE 36" (BOTTOM) M to H S to M 11 YES 1984/1998 1.SHEARWALL BUT NOT LESS THAN 1532". 2. PANELS SHALL BE INSTALLED WITH FACE GRAIN PARALLEL TO STUDS. 3. ALL HORIZONTAL JOINTS SHALL OCCUR OVER FRAMING. GIRDER (I) PAIR AT EACH POST 4. ON SINGLE STORY CONSTRUCTION, PANELS SHALL BE ATTACHED TO 1/2'X18" GALV. LAG BOLT NOTE: THIS HOUSE HAS BEEN PREPARED USING PRESCRIPTIVE DESING BOTTOM PLATES AND TOP MEMBER OF THE DOUBLE TOP PLATE. WITH WASHER MORTISED INTO TOP. WIND DESIGN LOAD = 130 MPH SUSTAINED WIND ZONE "B" HOLES PLUGGED OR SILICONE FILLED LOWEST PLATE SHALL BE ATTACHED TO FOUNDATION WITH BOLTS BLOCKING VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS FOLLOWS: OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT FORCES DEVELOPED IN THE WOOD STRUCTURAL PANEL SHEATHED OR SIDED WALLS. 8'-0" H. FDTN. WALL- #5 REBAR @ 48" O.C. 5. ON TWO STORY CONSTRUCTION, UPPER PANELS SHALL BE ATTACHED TO THE TOP MEMBER JOIST LAPPED JOINTS R CORNERS (TYP) 9'-0" H. FDTN. WAIL - #5 REBAR @ 48" O.C. OF THE UPPER DOUBLE TOP PLATE AND TO BAND JOIST AT BOTTOM OF PANEL. E 6X10 S4S D.F. GIRDER 2 10'-0" H. FDTN. WALL - #6 REBAR @ 48" O.C. UPPER ATTACHMENT OF LOWER PANEL SHALL BE MADE TO BAND JOIST AND LOWER ATTACHMENT MADE TO LOWEST PLATE AT FIRST FLOOR FRAMING. ° METAL STRAP HANGER %-' -2 6 - LOWEST PLATE OF FIRST FLOOR FRAMING SHALL BE ATTACHED TO FOUNDATION WITH BOLTS WITH 3/4" CHAMFEORT(TYP) OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT FORCES DEVELOPED IN THE WOOD STRUCTURAL PANEL SHEATHED OR SIDED WAILS. METAL STRAPS 6 X 10 S4S D.F. GIRDER HOLDDOWN BRACKETS AT SHEARWALLS AND WINDOW/ DOOR OPENINGS: 6. WHERE WINDOWS AND DOORS INTERUPT WOOD STRUCTURAL PANEL SHEATHING OR SIDING, (TO BE PAINTED) FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS. 6 X 6 S4S D.F. POSTS 1. HOLD DOWN BRACKETS TO BE INSTALLED PER CODE, SHALL BE FASTENED 7. PANEL ATTACHMENT TO FRAMING SHALL BE: Typical Joist Hanger WITH 3/4' CHAMFER (TYP) AT AI_L SHEARWALLS 6" O.C. (/VERT. WITHIN PANEL FIELD (TO BE PAINTED) l ) METAL STRAP AND WINDOW/ DOOR OPENINGS WITHIN THE SHEARWALL. 3" O.C. AT EDGES NOT TO SCALE 6X6 POST TO SIT ON CCA, SILL PLATE. SEAL BOTTOM I OF HOLD DOWN BRACKETS SHALL BE -USING 6d COMMON NAIL AT SUBFLOOR AND WALLS POST WITH TAR. PRIME ANND FASTENED TO CORNER WALL STUDS AND FOUNDATION 8d COMMON NAIL AT ROOF PAINT POSTS BEFORE INST,FALLING. BOLT DOUBLE DECK JOIST INTO WITH HOLD DOWN BRACKETS SIDE OF POSTS (TYP) 2. HOLD DOWN BRACKETS SHALL BE INSTALLED OVER SECOND FLOOR INSTALL HOLD DOWN BRACCKETS BY FRAMING WITH ONE BRACKET INSTALLED AT TOP PLATE OF FIRST FLOOR WINDOW AND DOOR STRAPPING: (1) PAIR AT EACH POST SIMPSON STRONG TIE #PHCD5 AT 1/2"X18" GALV. LAG BOLT coPNERs of Posrs. coNN�Ecr AND CONNECTED TO A SECOND BRACKET INSTALLED AT /- Z WITH WASHER MORTISED INTO TOP. BRACKET TO FOUNDATION AND DOUBLE 1. HURRICANE STRAP TIES AND HOLD DOWN BRACKETS TO BE SECOND FLOOR BOTTOM PLATE, BOLTED TOGETHER THROUGH FLOOR ASSEMB HOLES Pu1cGED OR SILICONE FILLED DECK Jolsr. INSTALLED PER CODE, SHALL BE INSTALLED AT ALL OPENINGS. j N jN TOP OF DECK AND FASTENED TO CORNER WALL STUDS PER CODE REQUIREMENTS. HOLD DOWN BRACKETS TO BE INSTALLED AT BOTTOM PLATE RAFTER F 6x10 S4S D.F. GIRDER 3. FOLLOW SAME PROCEEDURE AT WINDOW AND DOOR OF THE WALL AND SECURED TO THE KING STUDS OF THE OPENINGS. OPENINGS LOCATED WITHIN SHEAR WALL. 2xa Aco D.J. �12" O.C. FOUNDATION AND STUD WALL PER CODE AND MANUFACTURERS SPECS. D.F.X( METAL STRAPS 6 S4S POSTS 4. FOLLOW MANUFACTURERS AND CODE INSTRUCTIONS HURRICANE STRAP TIES TO BE INSTALLED ACROSS WINDOW/ DOOR HEADERS INTO WTI] 3 4" CHAMFER (TYP) FOR CORRECT INSTALLATION. TOP PLATE OF WALL. STRAPS SHALL BE MANUFACTURED BY SIMPSON STRONG ` SILL PLATES (BELOW�j TIE, SIZED, SPACED AND FASTENED AS PER CODE REQUIREMENTS. GABLE END WALL BRACING: STUD WALL ANCHOR BOLT :r , . ;° ; 1. INSTALL 2X6 STRONG BACK ACROSS CEILING JOISTS, 4" O.C. TYPICAL ., CONTINUOUS BETWEEN GABLE ENDS) •m e ;-•� ,,,�;.-` , METAL STRAPS „ ° 12" FROM CORNERS Typical Covered Porch Details .":�, e. NOTE N ,. ATTACH AS REQUIRED BY CODE 3-10d COMMON NAILS I . POSTS ATTACHED TO HOUSE T01 BE ...R ��- � �'-�.'� .� _x. - c"^.+1' `D 1 CARRAIGE BOLTED INTO BLOCKINTS AT '""�' 2. ATTACH 2X6 DIAGONAL BRACE AT 45 DEGREE ANGLE TO END GABLE ° ° NOT TO SCALE EXTERIOR HOUSE WALL. HOLES RIN FACE "`= •�'• OF POSTS TO BE PLUGGED. "' I ., WALL UNDER RIDGE AND TO 2X6 STRONG BACK. Rafter/Plate/Stud ConnectionATTACH AS REQUIRED BY CODE 3-10d COMMON NAILS Y • ° ` : ° <." DIAGONAL BRACE CAN ALSO BE INSTALLED DIRECTLY TO RIDGE AT END GABLE, IF SUFFICIENT SPACE IS NOT AVAILABLE. NOT TO SCALE Header & Post Tie Downs "` •' EXTERIOR FOUNDATION, WALL, SECOND STORY WALL, ° 5�� � RAFTER AND RIDGE STRAPPING:NOT TO SCALE c• P� o. Y 1. HURRICANE TIES TO BE INSTALLED PER CODE, SHALL BE FASTENED TO EVERY RAFTER, PLYWOOD SHEATHING Residential x UP TO 6'-0'USE 2 1/2'/6 WD SCREWS®12'O.C. T LIP To a-o•USE 21/2• wD SCREWS®1s•D.C. SHALL EXTEND TO TOP OF WALL PLATE, WITH BASE a Code WAALL STUD ' ` � '; OF TIES NAILED THROUGH SHEATHING INTO PLATES. ° / I UP TO 6'-0•USE 2 1/2'#6 WD SCREWS 0 9.O.C. < `LL .� µ, .✓µ ✓, - a •, . ' •�° HURRICANE TIES SHALL BE MANUFACTURED BY SIMPSON STRONG TIE, # H2.5 y I °°� .',t 2. HURRICANE STRAP TIES TO BE II17 ALLED PER CODE, , ,RED 4 ` f ` SHALL BE INSTALLED ACROSS SECOND FLOOR JOIST IV��1RY h- >.rl. ;_•,r+0"� , �;;;,, LEVEL, EXTENDING 12" MIN. ABOVE AND BELOW WALL PLATES AND NAILED INTO WALL STUDS THROUGH SHEATHING. STRAPS SHALL BE MANUFACTURED BY e ® �I 1 SIMPSON, SIZED, SPACED AND FASTENED AS PER ' '�,. I FLOOR JOIST ® J I CODE REQUIREMENTS. U ANCHOR BOLTS .� , / �� , ..� � 3. HURRICANE STRAP TIES TO BE INSTALLED PER 9J 02 ��� „- .,' _ �;,_�f - CODE, SHALL BE INSTALLED ACROSS FIRST FLOOR JOIST LEVEL, EXTENDING 12" MIN. ABOVE WALL BASE OF NEB GLUE AND SCREW 5/4 X 6 MULLION/ASTRAGAL I '' iT"•s a I •',r':•':s •`° PRIOR TO INSTALLATION. USE 1 1/4•wood ',• PLATE AND BE LAPPED UNDER FOUNDATION SILL • I, SCREWS FROM PLYWOOD SIDE®+/—9.O.C. i, _ I ,.; ,: ..: �� - ; <>: • �-�"• PLATE. STRAP TIE SHALL BE CONNECTED TO FOUNDATION ANCHOR BOLTS USING (3) 1" SQUARE ANCHOR BOLTS `� � � oN THE ANCHOR BOLTS.- ,''s, °4 _ WASHERS ° W/ALL STUD �. *NOTE: ALL READY I S LABELED doSingle � ' Multiple Unit ON SITE READY FOR INSTALLATION Window _ —•;. „�„e,°Is°� .-..'^~- ; ,�, ° MEETAL STRAPS II �� ;;: ;. _e n„e MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS c�, USE LIVE LOAD PSF MASONRY WALL 1/2" Plywood Panel Details Duct Sealing Detail DECKRIOR BALCONIES 460 0 f I • a Stud Straps @Second Floor Box NOT TO SCALE NOT TO SCALE PASSENGER VEHICLE GARAGE 50ATTICS WITHOUT STORAGE 10 b,e NOT TO SCALE First Floor & Sill Anchors ATTICS WITH STORAGE 20 b,e EXTERIOR WALL MATERIAL ROOMS OTHER THAN SLEEPING ROOMS 40 NOT TO SCALE SLEEPING ROOMS 30 4' 4' 4' 4' 4' 4' STAIRS 40 C FASTENERS A S NOTED GUARDRAILS AND HANDRAILS 200 d ,I. IN SCHEDULE 3 2 2 3 3 2 3 3 2 3 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 --_ - WOOD BEAM CARRIfAGE BOLTS POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. ,I, I I I I b. NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS Renovation for 2 x 12 CCA GIRDERS ° c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY �' � • II DISTRIBUTED LIVE LOAD OR A 300 POUND CONCENTRATED LOAD STEEL PLATE l---� ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES g ' . • • THE GREATER STRESSES. Residence lar I Ste nbu 2 1 1 2 2 1 2 2 1 2 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT STEEL COLUMN ALONG THE TOP 600 Orchard Road wooD POST • • • - • ° - e. ATTICS COfdSTRUCTED WITH WOOD TRUSSES SHALL BE DESIGNED IN ° ACCORDANCE WITH SECTION R802.10.1' Southold, NY °°oi_ ai' POST ANCHOR f. SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. I I —s - 3 2 2 3 3 2 3 3 2 3 PLYWOOD k NOTED Kathryn Fee, A.I.A. I CONCRETE PIER !i Architect .4 .. ; Gable Roof Plan: 0 to 10 degrees Gable Roof Plan: 10 to 45 degrees 3 -----1-- — . • • •i. . . e e WINDOW GLRSSS 1 69C Main Street. I I I Deck Railing/Post Anchor STEEL COLUMN • ROOF SHEATHING NAILING SCHEDULE Sag Harbor, New York 11963 3 tel 631 537 6335 1 I I I OT TO SCALE STEEL PLATE .;. Zone 1 Zone 2 Zone 3 Zone 4 Date : 4-10-2024 _ METAL STRAPS I I Front View FIELD 3" O.C. 12" O.C. 3" O.C. 4" O.C. WINDOW SILL 3 1 3 3 1 3 Scale : N.T.S. RAFTER i i ' ' v 1/2" PLYWOOD WITH EDGE 4" O.C. 6" O.C. 3" O.C. 4" O.C. 1" #6 SCREWS EVERY 6" `J CONCRETE PIER FIELD IN FIELD AND EVERY 4" Title a AT INTERIOR EDGES d v 2'-0" 4'-0" ALL 1/2" EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED 3 BLOCKING WITH 8D COMMON NAILS- 2 1/2" X 10 1/2" GA., PATTERN AS Prescriptive Design INDICATED ABOVE 1 Dwg. No. 4'-0" 2'-0" 11 FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, FEFER TO 3 RIDGE BEAM Top View 2 X 4 WITH "FASTENING SCHEDULE FOR STRUCTURAL MEMBERS"- NEW YORK Porch Beam/Column Anchor 3" #8 SCREWS EVERY 9" STATE CODE BOOK. Hip Roof Plan: 10 to 30 degrees A-000 Rafter Straps NOT TO SCALE 1/2" Plywood Panels Plywood Storm Panel Shutter. Detail Simplified Roof Sheathing Nailing Schedule NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE I- Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Err©r or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE 18'-0" 39'•-6 3/8" Proposed additio 39'•-6 3/8" 1 .. CL 10'-5 1/8 - 11 1/4" A105 36"stove+ b 109 > hood 108 > >(2)2 x 10 hdr. �/ N 4exist.hea]</107 erg/ 2'_6" 106 >exist.header 2020 RESIDENTIAL CODE OF NEW YORK STATE (2)2x10hdr. ' o 0 I — _ o o > ° 11'-6" I I E -- I I I I 2 I I 2 Sun room 0 > 01 1 E EQ. 3'-0" I EQ. 5'-4" EQ. Washer/dryer w/open 1 � Bath#1 o shelves above w/new doors I I KITCHEN L 1 1 I x rn I I I in new walls O o 1 1 M (D I I zr) EB- ` O x 1 1 — nI I I a) --N I I - -0 110 > 00 -- -- --I 1 -- — Cathedral --- ' ' 3'x7' o w 1 105 > *' °' I Bedroom#1 0 °' 15 I—I— ---- I I _ U I N Cl) H (D ih I 1 �J\ 1 1 Island -4 new closet+door �✓ ———————— O I I I I I _ Q o LL New I I No Closet L — — — ——— — —— — — — — — — — — — —— — W Close4t Q- L - - - - — - - - - - - - - - - - - - 4 2 7/8 7' 7 remove 1 story addition III f I 3'-6" 2'-0" 2'-2" I I remove wall 1 I I ED AR EQ EQ III Zv new handrail I I �'. to code F rat RYni 'Sj ------=1L -- --_—_ o C� (2)13/4x9114header -- - -- - -- - --- - - - - D N (2)1 3/4 x 9 114 microlam — III — co dropped girder I I I t o I I I II 1 N 1w D-1 2 x 8 CCA ledger--� DN i �,, U'� Nj + CL existing stair ' to remain. I I existing stair '9T �2 5 Q� Q 18'-0" II 1 to remain. F N E U o u1 to code LIVING ROOM C4 New deck � L W Dinin I III existing ceiling Kathryn Fee AIA v o W I I 11 I and wall paneling o V X III to remain. o N I I Zo existing ceiling cv> 10"0 sono tube(1 of 5) 10" 0 sono tube CL N N CL I I I I g 9 I I 11 I ends. (3)2 x 8 CCA dropped girder 101 > III Architect �� wII I 19'-6" II 'k Q 1 remove wall ' 5/4 x 4 mahogany c� " I I c� D_2 0 Ldeck boards (2)2 x 10 hdrco �0 . (2)2 x 10 hdr. x exist.header exist.header N _ _ _ 102 > a i I 103 > 1 I Renovation for Steinbuglar N I I �/ tl 6 I I 104 > o 1 1 2 x 8 CCA Ledger �/ Residence (3)2 x 8 CCA dropped girder 0 I I x New covEgred porch I I against house - DN Zo 11 N II 600 Orchard road, Southold � ' ' I ' 0 11 II 0 1 0 — _ — — — — (3)2 x 8 CCA dr opped girder D1� -- - - . %A105 10"sono tube 1 of 3 DATE 1 st floor square footage 1344.34 sq ft i 1; 2nd floor square footage 664.19 sq ft 04.23..24 — I/-L Typical steps/treads: (4)full mahogany boards Total gross floor area 2008.53 sq ft f 14'-01" proposed coveired porch SCALE 1/4 111 = 1'-0" Proposed 1 st Floor ti F: __ I Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed thalt does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE 1 2020 RESIDENTIAL CODE OF NEW YORK STATE Note: A105 remove sheet rock ceiling on 2nd floor+ install 5"of closed cell spray foam(R-35) 35'-6" 2'-0 3/8' 6'-8 1/4" 22'-2 3/4" 8'-7 1/4" 2'-0" renovate exist bath:new fixtures,fittings,tiles,etc. 4x4 header 4x4 header 4x4 header 201 > 203 > 2'-6" 204 > v 00 10 >v I U l ,��RED q9 N Bath#2F > > I remove exist. closets P(HR1'N,� ' shower Tx 5'± 3'-6" 5'-2" 0'-4" > i Bedroom#2 6"►� —i 14'-63/8" LL-1 > i 14'-4" N � - < �Z. 23855 new walls __T; OF WIN exist door location wood saddle to remain new handrail at stairs a� Sewing room 9'_4„ 5'_6" L 205 > v � 2 > �rema poor to U Kathryn Fee AIA a� v a� D WIC a ' existing stair w/new N handrail Architect existing closet to remain STORAGE walk-in closet 1 to remain 9'-0 3/8" A105 Renovation for Steinbuglar exist drawers+closets to remain Residence 600 Orchard road, Southold 1st floor square footage 1344.34 sq ft DATE : 2nd floor square footage 664.19 sq ft 04.23;.24 Total gross floor area 2008.53 sq ft SCALE : 1/411 = 1'-011 Proposed 2nd Floor i s Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for adlditional information. / REVISIONS NO. DATE REVISIONS / ISSUE NOTE Line of skyp ane is beyond page from / y p g 2020 (RESIDENTIAL CODE OF NEW YORK STATE west property/ / p perty ineo QED , P-�HRYNF o / C � ra 23855. 0C N Kathryn Fee AIA ] fill ] existing roof L6"gdder entry porch 6X14 Architect asphalt roof to / match existing / /-" SECOND FLOG $'-9 112" Renovation for Steinbuglar elev. 27.8' average natural Residence grade + 10.0'. 600 Orchard road, Southold a D 102 1os DATE : I B 1 k' — 0104 FIRST FLOOR 04.23.24 0 0'-0" e - • m aae:' elev. 20.72' elev. 17.8' ® 14'-0" 1, SCALE : average natural new hardie plank siding(natural) �- proposed covered porc grade 17'-4 3/4" 18'-0" Proposed sunroom beyond 1/4 if = 1'-0" Proposed South Elevation Proposed South Elevation 1/4" = 1'-011 i Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements (represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. / REVISIONS / NO. DATE REVISIONS / ISSUE NOTE Line of skyp ane is / 2020 RESIDENTIAL CODE OF NEW YORK STATE beyond page from / e south property line . RD Ay �vE �P�H 4 remove exist.vent 023855 y�Q` new windows �OF NEB o�e --7 Kathryn Fee A. LA reuse exist gutter +leade(typ) Architect 200 > fascia / new 6"grider hardie plank siding SECOND FLOOR 8'-9 1/2 elev. 27.8' ' Renovation for Steinbuglar average natural i Residenc e grade + 10.0'. 600 Orchard road, Southold 110 > 5/4 mahagony deck w/5/4 x 8 skirt board 101 DATE : FIRST FLOOR 7 of 04.23.24 ° a. elev. 17.8' SCALE : average natural 36'-6" 14'-6" grade ' ' proposed sunroom 1/4" = 1'-0" Proposed Elevations Proposed West Elevation 1/4" = 1'-0" Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE NoTEo ` 2020 RESIDENTIAL CODE OF NEW YORK STATE Line of shy p ane is \. beyond page from east property line . (2)casement windows at bedrooms m� '�ERED q9 i \ 204 �/ 203 201 \ �A/o 1RY/��C�./ �� i� �� i� match existing asphalt roof \ A SECOND FLOOR ` '�X�. 023855 \ pF �l 8'-9 1/211 \ �� to elev. 27.8' � � --- average natural grade+ 10.0'.FPKathryn1os Fee AIA 106 107 i 109 [I] LE FIRST FLOOR Architect N 0'-O„ \1 a - e �a rox.grade ® elev. 17.8' pp g rade average natural Renovation for Stelnbuglar 16'-11 5/8" 18'-0" 17'-4 3/4" Ir new kitchen proposed sunroom grade Residence 1600 Orchard road, Southold DATE Proposed North Elevation 1/4" = 1'-0" 04.23.24 SCALE : 1/4„ = 1'-0" Proposed North Elevation s: Notes: Ownership and Use of Documents:These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly / \ specified)or shown in the drawing. / \ DO NOT SCALE THE DRAWINGS. If a dimension is needed that does;not exist on the drawings, contact the architect for additionail information. / \ REVISIONS NO. DATE REVISIONS / ISSUE / \ 2020 RESIIDENTIAL CODE OF NEW YORK STATE ED,4 R YA1 A, remove exist.veant 855 e , ri' �o� Kathryn Fee AIA fascia / 6"grider SECOND FLOOR \ Architect8' 9 1/2" - \ elev. 27.8' elev. 27.8' average natural average natural grade+ 10.0'. \� all windows to have grade+ 10.0'. �\ picture frame /hardie 2 1/2"battensattens Renovation for Steinbuglar 105 Residence 5/4 mahagony deck w/ i 5/4 x 8 skirt board - N 600 Orchard road, Southold 'v 00 ' o *� FIRST FLOOR 0'-o' ® DATE : elev. 17.8' 41'-10 3/4" 1 ' 36'-6" elev. 17.8' 04.23.24 average natural Taverage natural grade grade SCALE : 1/411 = 1-0" Proposed East Elevation 20Z Proposed East Elevation 1/411 = '1 1_011 i Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE 2020 RESIDENTIAL CODE OF NEW YORK STATE �ERED q9 Comer �P VARY board typ. n \ N�A , LL TYPICAL NEW ROOF ASSEMBLY: �N 4 �0 23855 r . FNE� *30 year architectural asphalt shingle to match existing - *30#building felt ~ " '_ *ice and water shield protection @ base of mo - r o r�.• SECOND FLOOR *3/4"cdx plywood sheathing - V *(2)2 x 12 ridge. - _ 8 9 1/2 *2x10 rafters @ 16"o.c. *Rafter to ridge strapping(to code). *H-3 hurricane ties on outside of each rafter Corner a t h ry n Fee A. I .A *5"close cell spray foam insulation R-35 board typ. *112"gypsum board T 4x4 porch iv posts wrapped Kitchen beyond in 5/4 AZEK or TYPICAL EXTERIOR NEW WALL ASSEMBLY bD equal *Hardie plank(Artic White) * cdx plywood sheathing �e h i e C *2x6 2x6 @ 16"d.fir wall studs. *R-19 Batt insulation. *112" gypsum board FIRST FLOOR JL 0'-0" FOUNDATION crawl space -16"wx 8"h p.c.footing @ centerline w/2"x4"Key @ center line 2 x 10 f.j.@ 16"O.C. -%'anchor bolts 04'-0"o.c. as -(32k4 r horizontal(cont.) R-30 insulation Renovation for Ste i n b u g l a r anchor I I I I I -8"thick foundation wall Residence -2"p.c.rat slab w/6x6 � - I I I ' a I I I I 10x10wclean sand w6M 600 Orchard road Southold compacted sand /6 mil poly-vapor barrier -2"rigid insulation under slab f -provide continuous expansion joint @ perimeter of slab edge 10" 0 sono tube 2 x 8 deck joist w/5/4x4 10"0 sono tube Using I"xps foam mahogany deck on top DATE : 04.23►.24 SCALE : 1/4 11 /4„ = 1'-0" Sections I I Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1 (�Al 05 109 > 108 > 107 > U � under cabinet lighting v 106 > 0 o I a _ J T ° ° ° dw Sun room Bath#1 ED- >110 > I Bedroom#'1 105 >- ------ -- - -- - - - -- - - - -----I �EaEDg9 I —— — —— — 220v 1 I , �� P\"R Y 141 I W ► II Q� �� n1 I KITCHEN i i O O 9�F s55 OQ� I pF N E� ---- 4 -- - E I I I I I I I I I D-1 I I I I I I I l l U P �`" I et. I I I I I I ext. M I I Kathlwftyrn Fee AIA LIVING ROOM New deck Di_ nines 101 > v JE c Architect L=J X to existing Renovation for Steinbuglar Residence ems. - - 600 Orchard road, Southold 102 > I I 103 > I I I - - �/ 004 > II 6 II � II II DN ' ' ' ' I DATE : New covered porch 1 IL - - - - - - - - - - - -I- - - - - - - - - - - - JI [3 - - - - - - - - - - - - - - - - - - - - - - - - A105 DN 0.4.23.24 SCALE : As indicated ELECTRICAL SYMBOL SCHEDULE � CLOSET LIGHTS(jamb switches) Proposed First Floor DUPLEX RECEPTACLE(TYPICALLY CENTERED IN BASEBOARD) Electrical Plan DUPLEX RECEPTACLE GROUNDED OR WATERPROOF SMOKE&CARBON & TYPICAL SWITCH &4'A.F.F. SQ SMOKE DETECTOR C 13 3-WAY SWITCH @44'A.F.F. WALL WASHER 4� 4-WAY SWITCH @44'A.F.F. RECESSED DOWNLIGH "CANS-LOW VOLTAGE LED WALL MOUNTED INTERIOR FIXTURE �•. EXHAUST FAN TT WALL MOUNTED EXTERIOR FIXTURE ® Floor outlet FO. - CHANDELIER ® MONO POINT LIGHT(step lights) motion activated SURFACE MOUNTED J-BOX Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE _ _ — 2020 RESIDENTIAL CODE OF NEW YORK STATE 201 > D</20\3 > gfci I 204 > U U I U -reemove exist. cldosets I \ / I I Bedroom#2 E I relocate thermostat I T I T speed i control J Sewing room f , 205 > �� Y. 200 > O v U D N neew fan/light t,{ _ 855 wlc ------ 9 3 'OF Ivl. i Kathryn Fee AIA Architect Renovation for Steinbuglar Residence 600 Orchard road, Southold DATE : 04.23.24 SCALE : 4 ELECTRICAL SYMBOL SCHEDULE DUPLEX RECEPTACLE(TYPICALLY CENTERED IN BASEBOARD) CLOSET LIGHTS(jamb switches) Proposed Second Floor DUPLEX RECEPTACLE GROUNDED OR WATERPROOF SMOKE&CARBON Electrical Plan gfci TYPICAL SWITCH&4'A.F.F. Q SMOKE DETECTOR 13 3-WAY SWITCH @44'A.F.F. WALL WASHER 4- 4-WAY SWITCH @44'A.F.F. RECESSED DOWNLIGH-W'CANS-LOW VOLTAGE LED VC� WALL MOUNTED INTERIOR FIXTURE EXHAUST FAN EQ WALL MOUNTED EXTERIOR FIXTURE ® Floor outlet FO. CHANDELIER ® MONO POINT LIGHT(step lights) motion activated SURFACE MOUNTED J-BOX Notes: Window Schedule - Andersen 400 series, Low E4 w/ Heat lock, White exterior , interior , white hardware, SDL muntins OecifichipandUseofDocuments: Thesangemngsand specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they R• have been prepared without the expressed written consent of Manufacturer Rough Rough Kathryn Fee Architect P.C. / Location Mark Type Model number Width Height Head Height Notes Lite / Cut U-FACTOR SHGC Ernor or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. FIRST FLOOR DOi NOT SCALE THE DRAWINGS. If a dimension is needed DIN 101 (2) d.h. TW210410-2W 6' - 0 1 /4" 5' - 0 7/8" match existing new header 2/2 .27 .27 than does not exist on the drawings, contact the architect for additional information. DIN 102 d.h. TW210140 3' - 0 1 /8" 5' - 0 7/8" match existing verify exist location 2/2 .27 .27 DIN 103 d.h. TW210140 3' - 0 1 /8" 5' - 0 7/8" match existing verify exist location 2/2 .27 .27 REVISIONS L.R 104 (1 ) pictures DHP 42410 4' - 3 7/8" 5' - 0 7/8" match existing no muntins .27 .27 L.R 104 (2) d.h. TW2440 2' - 6 1 /8" 5' - 0 7/8" match existing 2/2 .27 .27 NO. DATE REVISIONS / ISSUE Bed #1 105 Casement CXW15 3' - 0 1 /2" 4' - 0 1 /2" match existing egress 2W2H .26 .27 Bed #1 106 Casement CXW15 3' - 0" 4' - 0 1 /2" match existing egress 2W2H .26 .27 Bath #1 107 d.h. TW2436 2' - 6 1 /8" 3' - 8 7/8" match existing 2/2 .26 .27 Kit 108 (2) CW235 4' - 0" 3' - 5 3/8" match existing new header 2W2H .27 .27 casements Sun 109 (3) d.h. TW210410 8' - 11 7/8" 5' - 0 7/8" new header 2/2 .27 .27 2020 RESIDENTIAL CODE OF NEWYORK STATE Sun 110 (2) d.h. TW210410 6' - 0 1 /8" 5' - 0 7/8" new header 2/2 .27 .27 SECOND FLOOR sew 200 d.h. CXW145 3' - 0 1 /2" 4' - 5 3/8" match exist header height verify location of new roof at addition 2W2H .27 .27 sew 201 (2) casement CXW245 6' - 0 7/8" 4' - 5 3/8" match exist header height new header , egress 2W2H .26 .27 Bath #2 203 Casement CX145 2' - 8" 4' - 5 3/8" match exist header height new header , egress 2W2H .26 .27 Bed#2 204 (2) casement CXW245 6' - 0 7/8" 4' - 5 3/8" match exist header height new header , egress 2W2H .26 .27 Bed#2 205 Casement AN41 4' - 0 1 /2" 1 ' - 9" match exist header height new header(if necessary) 4W1 H .26 .27 �-K RDggc Al Exterior Door Schedule N�� 3855 ccOF NE`N y� R.O. Location Mark Type Width Height Manufacturer / Model number Lite / Cut Notes Kathryn fee AIA FIRST FLOOR Sun D-1 Slider 11 ' - 10 3/4" 6' - 8 1 /2" Andersen E-series ABPAT 12068 2W3H new header EntryD-2 Entry door 3' - 0" 6' - 8" Simpson ore equal existing header Architect Y p q .� Renovation for Steinbuglar Residence 600 Orchard road, Southold DATE : 04.23.24 SCALE : Door & Window Schedule Motes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for acdditional information. REVISIONS NO. DATE REVISIONS / ISSUE ,a. 20201 RESIDENTIAL CODE OF NEW YORK STATE �4 � o r a . a D _ Q C RED q a ' ' l �23855 y�Q� Kathryn Fee A, I .A Architect Renovation for Steinbuglar Residence 600 Orchard road, Southold DATE : 04.23.24 •' Y SCALE : :A '. 3D a, Notes: Ownership and Use of Documents:These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others,or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified olr shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE 184-0" 39'-6 3A/8" Proposed addition 39'-6 34/8" 10'-5 1/8" 10'-11 1/4" 16-0" proposed 1 8'x 4' o c` A105 outdoor o 009 > shower 108 > 107 > (2)2 x 10 hdr. N exist.t.header/ 2'_6 106 >exist.header 2020 RESIDENTIAL CODE OF NEW YORK STATE 1 1 (2)2 x 10 hdr. o o I I i--J o o I 11'-6" I I —— I I (I,] 1 1 2 I I 1 1 Sun rOOm .01 1 I Washer/dryer w/open I E EQ. 3'-0" I EQ. 5'-4" EQ. Bath#1 shelves above w/new doors 36"stove+ I I o nc-C}pE t I I I X•a,I hood 1 1 KITCHEN � new walls �— � o = v r i 0Bedroom#1Cathedral cl9 o ,o 6 > ----- -- - --- — —— ----- Tx 7' L 105 >11 0 n I X —I sand ZONINC3 AnL)in m 4 new closet+door o 1 1 _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ I I I `r o Closet o I L_ I I o U- New a I- -- --_ --7�remove W loset2 7/8" I I 7'-0" R A 1 story addition 1 I 1 1 3'-6" = 2'-0" 2'-22" r'`` �D I remove wall I I I �? �P�N R Y/y A/ EQ I I ' new handrail to code I I 1Z n (2)13/4x I DN 91/4header -- - --- - — (2)1 3/4 x 9 1/4 microlam — I IX ao N dropped girder I l l l o I I I Up 1 N D-1 2 x 8 CCA ledger i D N i M I I I U t \9�� 0 3 ' O CL existing stair I \ Q to remain. I I existing stair OF N Ev� 18'-0" I 1 to remain. - Q II co co I I new handrail I I N i i to code i LIVING ROOM New deck � t W Dinin 1 I I existing ceiling �t n FeeAIA v o W I I 1 1 and wall paneling b U X I I to remain. � N II II -1 10"0 Sono tube(1 of 5) 10"0 sono tube CL N CL existing ceiling I 1 1 I ends. (3)2 x 8 CCA dropped girder l i I I 101 > I 1 Architect v II �w 1 19'-6" ` 11 Q I remove wall o 5/4 xb mahogany U o 1 1 O , deck boards \ � � (2)2 x 10 hdr. (2)2 x 10 hdr. D-2 " @ exist.header N ` 1 I ezxist.header 102 > -0 ; 103 > t , Renovation for Steinbuglar V \/ 4> I I �/ U o 1 I 104 > (3)2 x 8 CCA dropped girder _o o I I co New covered]porch 1 2 x 8 CCA Ledger \, Residence x p i against house 600► Orchard road, Southold o � I I D� N I I N I I Q. I I I I 1 0 _ __ _ _ _ (3)2 x 8 CCA droppezd_girder Al � DATE 10"sono tube(1 of 3) 1st floor square footage 1344.34 sq ft 2nd floor square footage 664.19 sq ft 7-30-2024 Typical steps/treads: (4)full mahogany boards Total gross floor area 2008.53 sq ft 14'-0" proposed covered 1porch SCALE : 1/41' = 1'-0" Proposed 1 st Floor De Fin pt copy from ZEA Final rQviewed documents Zl3A File DiR i Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others,or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified,or shown in the drawing. DO NOT;SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additionall information. REVISIONS NO. DATE REVISIONS / ISSUE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1 Note: A105 remove sheet rock ceiling on 2nd floor+ install 5"of closed cell spray foam(R-35) 35'-6" 2'-0 3/8' 6'-8 1/4" 22'-2 3/4" 8'-7 1/4" expand exist 2'"0" fixtures,fittings bath: tiles,etc. 4x4 header 4x4 header 4x4 header 201 > 203 > 2'-6" 204 > N Bath#2 remove exist. i closets Al y/ shower 3'x5'± 3'- 5'-2" 0'-4" Bedroom#2 14'-6 3/8" > > i ±14'-4" N > U new walls 9�� •J3F355 �OQ``•— *' ---J OF NEW new half wall w/new wall /—exist door location mountedhandrail at stair wood saddle to remain Y a beyond. Sewing room F ±9'-4" ±5'-6" t 205 > v I 200 > exist door toAL U remain a 0 Kathryn Fee A. I . m D x WIC 0 ' Lexisting stair w/new N handrail < �rc 'tec existing closet to remain STORAGE walk-in closet 1 to remain 9'-0 3/8" A105X, K X KRenovation for Steinbuglar exist drawers+closets to remain Residence 6010 Orchard road, Southold 1 st floor square footage 1344.34 sq ft DATE 2nd floor square footage 664.19 sq ft 7-30-20241 Total gross floor area 2008.53 sq ft SCALE : 114" = 11'-0" Proposed 2nd Floor Bldg Dept copy from ZGA Final reviewed docurnonts ZBA File Date: / w Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessalry for the completion of the work or its appurtenances shall be considered to be included work although not directly specified)or shown in the drawing. DO NOT'SCALE THE DRAWINGS. If a dimension is needed / that does not exist on the drawings, contact the architect for / additional information. / REVISIONS NOTE . / o NO. DATE REVISIONS / ISSUE / Line of skyplane is / beyond page from west line . property / 2020 RESIDENTIAL CODE OF NEW YORK STATE IRE D AR 0 / 9�F 0 8 55 NO, OQ 5 / existing roof -"/ 0 VNI a� �ti Proposed entry � ` ` p ry porch 6X 14` fascia K / asphalt roof to a h n Fee I match existing 6"grider / SECOND FLOOR 8'-9 1/2" a� � elev. 27.8' 17 m average natu N ral i �,N _ �, Architect grade + 10.0'. c �� M �' o --�--' c c`a r O O N . ( O D O 102 i O .. 103 _ LLIi Renovation for Steinbuglar i Residence �� 0 10a FIRST FLOOR o'-o" 6010 Orchard road, Southold elev. 20.7�2 elev. 17.8' - " g DATE : 14'-0" average natural ' � new hardie plank siding(artic whit proposed coveredi porch grade 17-4 3/4' 18-0" Proposed sunroom beyond 7-3n-2024 SCALE : 111411 -- 1'-01' Proposed South Elevation [Bldg Dept copy from ZGA Final reviewed�docwwts Zl3A File# Date: 1 /' Proposed South Elevation 1/4„ = 1'-011 R Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connectiion with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or'Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS / NO. DATE REVISIONS / ISSUE NOTE / Line of skyp ane is / 2020 RESIDENTIAL CODE OF NEW YORK STATE beyond page from south property line . aED ARc / remove exist.vent ' new windows .7 Kathryn Fee A' LA 5A / oK /' �� reuse exist gutter e, +leader(typ) 200 > fascia v Architect � / new 6"grider hardie plank siding SECOND FLOOR 8'- 91/2" Renovation for Steinbuglar elev. 27.8' average natural � - N D Residence r-IN grade + 10.0'. N o CO goo CD 600 Orchard road, Southold 110 > 5/4 mahagony deck w/5/4 x 8 skirt board 101 DATE : FIRST FLOOR o'-o° 7-30-2024 a •._ - a elev. 20.72' elev. 17.8' a natural 36'-6" 15'-0" g SCALE avers grade proposed sunroom 1/4„ = 1'-0" Proposed Elevations Proposed West Elevation 1/4" = 11'-0" semi ZGAuments Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented'therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE \ 2020 RESIDENTIAL CODE OF NEW YORK STATE NOTE : ` ED qqc Line ofskyplane is beyond page from east property linen 02�HJ \ F N E�� (2)casement windows at bedrooms Kathryn Fee AJ , 204 203 201 O L� match existing \ ■ asphalt roof Architect SECOND FLOOR \ 8'-9 1/2" I I elev. 27.8' Renovation for Steinbu lar �-- , . --- - --- - ► a grade + 10 0'l g Residence <106 107 108 109 600 Orchard road, Southold LU � � I A. I x6 verlica 1 1111111 EU M[= redir hoards DATE : FIRST FLOOR I o'-o° 7-30-2024 �I��.— ,v - °• - .e _° 3. d° - 0�' ° •a - elev. 20.72' approx.grade proposed 8'x 4' 16'-0" elev. 17.8' outdoor shower average natural SCALE grade 16'-11 5/8" 18'-0" 17'-4 3/4" 41 new kitchen proposed sunroom 1/411 = 1'-0" Proposed North Elevation Bldg Dept copy from Z@A Final reviewed documents Z13A File # '7%13 Data: I / Proposed North Elevation 1/4" = 1'-0" i Notes: Ownership and Use of Documents:These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly / \ specified or shown in the drawing. / \ DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE / \ 2020 RESIDENTIAL CODE OF NEW YORK STATE RN �N Rcy� remove exist.ventit \ j 6� —4 855 \off r, " - d'ir / T AR 205 \ -\">o Kathryn Fee A-111A fascia / 6"grider SECOND FLOOR5� 'D \ ` ! Architect elev. 27.8' a) elev. 27.8' average natural i °° o ! average natural grade + 10.0'. — all vvindows to have N o o grade + 10.0'. picture frame w/hardie Q 105 2112"battens o ! Renovation for Steinbuglar 514 mahagony deck w/ �� ! Residence 5/4 x 8 skirt board - o i 600 Orchard road, Southold � -H FIRST FLOOR41- � ! DATE o.- o,. ' - 4 - . . e` _ - m' era 'Qaa.' �, • - elev. 20.72' i elev. 17.8' 41'-10 3/4" ' 711 36'-6" elev. 17.8' 7-30-2024 average natural average natural grade Tgrade SCALE : 1/4" = 1'-011 Proposed East Elevation Bldg Dept copy from ZC.A Final reviewed documents Z13A File* `Z 1 Data: 21, / Proposed East Elevation 1/4" = 1'-0'r __ I Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary/for the completion of the work or its appurtenances shall be considered to be included work although not directly specified for shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE 2020 RESIDENTIAL CODE OF NEW YORK STATE ,��aED ARc Corner PCNA /V c y/� board typ. A�� ACC/ `� F� OF TYPICAL NEW ROOF ASSEMBLY: *30 year architectural asphalt shingle to match existing *30#building felt SECOND FLOOR *ice and water shield protection @ base ofree#-- *3/4"cdx plywood sheathing ;i' 8'-9 1/2" *(2)2 x 12 ridge. +1 - *2x10 rafters @ 16"o.c. �°° *Rafter ridge strapping code). `t p / \ / \ hFee *H-3 hurricane ties on outside of each rafter - 0 Corner *5"close cell spray foam insulation R-35 o board typ. AIA *1/2"gypsum board < 4x4 porch +i posts wrapped iv in 5/4 AZEK or TYPICAL EXTERIOR NEW WALL ASSEMBLY Kitchen beyond Bo equal *Hardie plank(Artie White) rc h i to ct *1/2"cdx plywood sheathing . *2x6 @ 16"d.fir wall studs. *R-19 Batt insulation. *1/2" gypsum board > All A 11 - FIRST FLOOR 0'-Oil FOUNDATION crawl space -16"wx 8"h p.c.footing @ centerline w/2"x4"Key @ center line 2 x 10 f.j.@ 16"O.C. as -(3)#4 rebar horizontal(cont.) R-30 insulation Renovation for Ste i n b u g l a r anchor bolts 04'-0"o.c. -8"thick foundation wall I I I I -2"p.c.rat slab w/6x6 Residence 10wwm on sand M , 600 Orchard road Southold compacted sand w/6 mil poly-vapor barrier , -2"rigid insulation under slab 10"0 sono tube 2 x 8 deck joist w/5/4x4 10"fd sono tube -provide continuous expansion joint @ perimeter of slab edge mahogany deck on top Using I"xps foam DATE : 7-30-2024 SCALE : 1/4" = 1'-0" Sections Bldg copy from ZEA Final reviewed documents ZI;A File# `7aj3 Date: ,/ w.„ fi. i} Notes: Window Schedule - Andersen 400 series, Low E4 w/ Heat lock, White exterior , interior , white hardware, SDL muntins Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others,or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Manufacturer Rough Rough Kathryn Fee Architect P.C. / Location Mark Type Model number Width Height Head Height Notes Lite / Cut U-FACTOR SHGC Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. FIRST FLOOR DO NOT SCALE THE DRAWINGS. If a dimension is needed DIN 101 (2) d.h. TW210410-2W 6' - 0 1/4" 5' - 0 7/8" match existing new header 2/2 .27 .27 that does not exist on the drawings, contact the architect for additional information. DIN 102 d.h. TW210140 3' - 0 1/8" 5' - 0 7/8" match existing verify exist location 2/2 .27 .27 DIN 103 d.h. TW210140 3' - 0 1/8" 5' - 0 7/8" match existing verify exist location 2/2 .27 .27 REVISIONS L.R 104 (1 ) picture DHP 42410 4' - 3 7/8" 5' - 0 7/8" match existing no muntins .27 .27 L.R 104 (2) d.h. TW2440 2' - 6 1/8" 5' - 0 7/8" match existing 2/2 .27 .27 NO. DATE REVISIONS / ISSUE Bed #1 105 Casement CXW15 3' - 0 1/2" 4' - 0 1/2" match existing egress 2W2H .26 .27 Bed #1 106 Casement CXW15 3' - 0" 4' - 0 1/2" match existing egress 2W2H .26 .27 Bath #1 107 d.h. TW2436 2' - 6 1/8" 3' - 8 7/8" match existing 2/2 .26 .27 Kit 108 (2) CW235 4' - 0" 3' - 5 3/8" match existing new header 2W2H .27 .27 casements Sun 109 (3) d.h. TW210410 8' - 11 7/8" 5' - 0 7/8" new header 2/2 .27 .27 2020 RESIDENTIAL CODE OF NEW YORK STATE Sun 110 (2) d.h. TW210410 6' - 0 1/8" 5' - 0 7/8" new header 1 2/2 .27 .27 SECOND FLOOR sew 200 d.h. CXW145 3' - 0 1 /2" 4' - 5 3/8" match exist header height verify location of new roof at addition 2W2H .27 .27 sew 201 (2) casement CXW245 6' - 0 7/8" 4' - 5 3/8" match exist header height new header , egress 2W2H .26 .27 Bath #2 203 Casement CX145 2' - 8" 4' - 5 3/8" match exist header height new header , egress 2W2H .26 .27 Bed#2 204 (2) casement CXW245 6' - 0 7/8" 4' - 5 3/8" match exist header height new header , egress 2W2H .26 .27 Bed#2 205 Casement AN41 4' - 0 1/2" 1' - 9" match exist header height new header(if necessary) 4W1 H .26 .27 �A R YN9��� i Exterior Door Schedule ;\ OF NENV `° 1 R.O. Location Mark Type Width Height Manufacturer / Model number Lite / Cut Notes Kalthrlin Fee ,AI FIRST FLOOR Sun D-1 Slider 11 ' - 10 3/4" 6' - 8 1/2" Andersen E-series ABPAT 12068 2W3H new header Entry -D2 Entry door 3' - 0" 6' - 8" Simpson or equal existing header Architect Renovation for Steinbuglar Residence 6010 Orchard road, Southold DATE : 7-30-2024 SCALE : Door & Window Schedule Bldg Dept copy from ZCA Final reviewed uocuments Z13A File*-'1��3 Dsta: c� Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied,disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO INOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for addiitional information. REVISIONS 18'-0" 39'46 3/8" NO.. DATE REVISIONS / ISSUE Proposed addition 3946 3/8" 1 1-30-2025 dining door 10'-51/8" 10'-11 1/4" 11'-11" 6'-3" 2 2-19-20255 framing notation 16'-0" k8'-0" proposed a 1 8 0 �* / cl A105 outdoor 400r ^ o 10g > shower 108 > <107 > (2)2 x 10 hdr. �/ N exist.header/ 2'-6" 106 'exist.header 2020 RESIDENTIAL CODE OF NEW YORK STATE F. (2)2 x 10 hdr. I I --J C�C> 0 0 0 11'-6" 1 I E 11 I I co I I / p I I Sun room 1 1 Washer/dryer w/open E EQ. 3'-0" I EQ. 5'-4" EQ. shelves above w/new doors OVf d I I 5 36"stove+ , I Bath#1 o rI I l °x' o,cvN e II ) hood II I KITCHEN i new walls � �rll/� ff �� 2 13- X ca vim2 x 12 dge Cathedral clg N Bedroom#1 o 0 > - ' -- Tx � 105 > N Island N m' - new closet+door X 3 ' r- - - --- I I I I -' CLoo O�I II II, I � CD == II U- II II tNew II II o Closet - - - - - - - - - - - - - - - - - - - - W Closet 4 ddition 2'-0" ;2'-2" ';�i %�-r?;�,�a t�EE,.D remove 1 story a 2 7/8' - R..)':lV_,- �c �,C\ \ j/,x remove wall ` / \ 1-30-2025 dining door new handrail EQ EQ Nto code l =(2)13/4x91/4header o DN 00 r roDropped r N 2 x 8 CCA ledger existing stair �- +4�t to remain. I I existing stair 18'-0" Z7 I I to remain. Q I I d 0I I new handrail I I co @) i to code i i LIVING ROOM athrmon 10- eo% New deck Dining II I II II F existing ceiling g and wall paneling FAC MI'M p to remain. c� tv ■ co loll sono tube(1 of 5) existing ceiling ,-10" a Sono tube � .;2C�CAdropped girder -� I I/,��Jl I I I I I I -3 I IAl"chitect II w I 19'-6" II e—remove wall 5/4 x 4 mahogany U o I I -2 o deck boards \ w im (2)2 x 10 hdr. I (2)2 x 10 hdr. U'2 - C N L exist.header ` I I I exist.header 102 > ooa v ; ; 103 > I--2x10ridge , Renovation for Steinbuglar v �- ' I vex$ I 2x8 I I � '04 > Residence /(3)2CC dropped girder 0 co co i i r.r.@ 16"o.c. I r.r.@ 16"o.c. I I co U DN o New cgverred porch 600 Orchard road, Southold 1 CL 2 (3)2 x 8 Irdeer = - D1�A105 DATE 10"sono tube(1 of 3) • 1st floor square footage 1344.34 sq ft 2nd floor square footage 664.19 sq ft 7-30-2024 Typical steps/treads: (4)full mahogany boards Total gross floor area 2008.53 sq ft 14'-0"" proposed coverred porch SCALD 1/4r„ = 1'-011 Proposed 1 st Floor y • s i Notes: Ownership and Use of Documents:These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that idoes not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE 2020 RESIDENTIAL CODE OF NEW YORK STATE Note: A105 remove sheet rock ceiling on 2nd floor+ n [� install 5"of closed cell spray foam(R-35) t*� 35'-6" 2'-0 3/8 6'-8 1/4" 22'-2 3/4" 8'-7 1/4" expand exist bath:new 2'-0" fixtures,fittings,tiles,etc. 1:: 4x4 header 4x4 header — — —4x4 header 201 > 203 > 2'-6" 204 > U ro v ��`,r Y N I S Bath#2 I remove exist. closets shower 3'x 5't 3'- ° 5'-2° I d 0'-4" > Bedroom#2 ±14'-4" �r new walls I new half wall w/new wall exist door location ood saddle to remain rmountedhandrail at stair beyond. Sewing room +9-4" ±5'-6" 200 > exist door to 2 U athrun h Fee . . D WIC 0 iV existing stair w/new handrail < Architect existing closet to remain STORAGE walk-in closet 1 to remain 9'-0 3/8" A105 Renovation for Steinbuglar exist drawers+closets to remain Residence 1600 Orchard road, Southold 1 st floor square footage 1344.34 sq ft DATE 2nd floor square footage 664.19 sq ft 7-30-21024 Total gross floor area 2008.53 sq ft SCALE : 1/4" = 1'-0" Proposed 2nd Floor n „l Notes: Ownership and Use of Documents:These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. / DO NOT SCALE THE DRAWINGS. If a dimension is needed / that does not exist on the drawings,contact the architect for additional information. REVISIONS [\l OT E e / o . NO. DATE REVISIONS / ISSUE Line of skyplane is page beyond a e from / y west property line . 2020 RESIDENTIAL CODE OF NEW YORK STATE D q, �\5 .fit{��YPJ y�j• QNO / O� existing roof ---/ f Proposed entry porch 6X14 O /' fascia /' asphalt roof to 6" rider Kathryn Fee ■ ' ■ match existing 9 I' SECOND FLOOR / 8'-9 1/2" elev. 27.8' °' average natural i �N o M r—i—r� I c C,ca Architect grade + 10.0. a, ��'.I c1 u, " O O / N .� O n El O O a p 102 ii 103 Renovation for Steinbuglar Residence ii 104 FIRST FLOOR 600 Orchard road, Southold 0 0 a a ,° as > •. elev. 20.7�Z, _" - G ° 4� _ - ., � •, >"` .. _ - as ° °' •a elev. 17.8' ° d• P _ a a DATE : 14' 0" a natural new hardie plank siding(antic whit avers proposed cowered porch g 17'-4 3/4" 18'-0" grade Proposed sunroom beyond 7-30-2024 SCALE : 1/4" = 1'-0" Proposed South Elevation Proaomsed South Elevation 1/411 _ 1 1_011 Notes: Ownership and Use of Documents:These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS / NO. DATE REVISIONS / ISSUE / N0TE Line of skyp ane is 2020 RESIDENTIAL CODE OF NEW YORK STATE beyond page from south property line . D ARC 5r d" remove exist.vent new windows �7 Cat h ry n Fee A. LA N6 5���/'' oK /' reuse exist gutter 0 +leader(typ) Architect / \ 200 > fascia U new 6"grider / hardie plank siding SECOND FLOOR 8'-9 1/2" Renovation for Steinbuglar elev. 27.8' average natural 00 Residence grade + 10.0'. N o m 0 0 600 Orchard road, Southold a 110 > 5/4 mahagony deck w/5/4 x 8 skirt board j 1 DATE : T _ _ FIRST FLOOR o,-o., 7-30-2024 a elev. 20.72' 14 elev. 17.8' average natural 36'-6" 15'-0" SCALE : grade proposed sunroom 1/4" = 1'-0" Proposed Elevations Proposed !blest Elevation 1/4 If = 1'-0" i Notes: Ownership and Use of Documents:These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE \ 2020 RESIDENTIAL CODE OF NEW YORK STATE I V o I E o ine of sky plane is 1 J_ beyond page from < east property p p y line ° (2)casement windows at bedroomsIs A \ Kofth min Fee A, 1 ■ 204 203 201 N i i match existing \ iasphalt L 1----11---%J-11 LJ roof \ mA rch to c SECOND FLOOR ' \ 8'-9 1/2" \ I elev. 27. average natural g Renovation for Steinbu lar ® , , 1oa grade + 10.0'. Residence 106 107 , ! 600 Orchard road, Southold i 1x6 vertical DATE: : FIRST FLOOR 0'-o" 7-30-2024 oD V ° d d a v " ' 4 ° fj •a m - r° a e 6. - elev. 20.72' a approx.grade �prroposed 8'x 4' 16'-0" elev. 17.8' oputdoor shower i average natural SCALE .. grade 16'-11 518" 18'-0" 17'-4 3/4" new kitchen proposed sunroom 1/4"' = 1 -011 Proposed North Elevation Proposed North Elevation Ali, 1/4" = 1'-0" I i Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied,disclosed to others,or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly / \ specified or shown in the drawing. / \ DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings,contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE / \ 2020 RESIDENTIAL CODE OF NEW YORK STATE remove exist.went \ �. Kathr%AFn Fee �, �:.,�ram✓- y O A. 1 -A fascia 6"grider SECOND FLOOR \ i Arch itect elev. 27.8' MOO elev. 27.8' average natural CO o (0, average natural grade + 10.0. 2 grade + 10.0'. —— all windows to have N o 0 \ picture frame w/hardie CL i 105 21/2"battens o Renovation for Steinbuglar ! 5/4 mahagony deck w/ Residence 5/4 x 8 skirt board o i 6100 Orchard road, Southold � -H FIRST FLOOR � ! DATE 0'-0" ' a d elev. 20.72' aa. A- �, elev. 17,8' 41'-10 3/4" i 36'-6" elev. 17.8' 7-30-2024 average natural Taverage natural grade grade SCALE 1/411 = 1'-0" Proposed East Elevation O 4 Proposed East Elevation 1/4" - 1'-0" i I Notes: Ownership and Use of Documents:These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others,or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE 2020 RESIDENTIAL CODE OF NEW YORK STATE Corner '"�\ ��,,Y;� • board typ. TYPICAL NEW ROOF ASSEMBLY: *30 year architectural asphalt shingle to match existing *30#building felt '- '' SECOND FLOOR *ice and water shield protection @ base of roof *3/4"cdx I ood sheathinT—' p Yw 9 a) y. 8'- 9 1/2' *(2)2 x 12 ridge. +t rn y *2x10 rafters @ 16"o.c. «� *Rafter ri ridge strapping(to code). IT C / \ / \ board A. I .A *H-3 hurricane ties on outside of each rafter � a Corner ✓✓ "5"close cell spray foam insulation R-35 typ• *1/2"gypsum board 4x4 porch -H posts wrapped iv in 5/4 AZEK or TYPICAL EXTERIOR NEW WALL ASSEMBLY Kitchen beyond Zo equal *Hardie plank(Antic White) *1/2"cdx plywood sheathing *2x6 @ 16"d.fir wall studs. B Ilk �� ' �C *R-19 Batt insulation. *112" gypsum board FIRST FLOG R � 0'-Olt FOUNDATION crawl space -16"wx 8"h p.c.footing @centerline w/2"x4"Key @center line 2 x 10 fj.@ 16"O.C. -(3)#4 rebar horizontal(cont.) R-30 insulation -,Vanchorbolts04'-0"o.c. I I I I Renovation for Steinbuglar -8"thick foundation wall 1 I I f -2"p.c.rat slab w/6x6 Residence o I I I 10 x 10 wwm on clean i.> a I I compacted sand w/6 mil poly-vapor barrier -2"rigid Insulation under slab 10" 0sonotube 10" 0sonotube 0 Orchard road, Southold -provide continuous expansion joint @ perimeter of slab edge 2 x 8 deck joist w/5/4x4 mahogany deck on top Using I"xps foam DATE : 7-30-2024 SCALE : 1/4111 = 1'-0" Sections eel Motes: Window Schedule - Andersen 400 series, Low E4 w/ Heat lock, White exterior , interior , white hardware, SDIL muntins Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others,or used in R'O. Connection with any work or project other than for which they have been prepared without the expressed written consent of Manufacturer Rough Rough Kathryn Fee Architect P.C. Location Mark Type Model number Width Height Head Height Notes Lite / Cut U-FACTOR SHGC Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. FIRST FLOOR DSO NOT SCALE THE DRAWINGS. If a dimension is needed DIN 101 (2) d.h. TW210410-2W 6' - 0 1/4" 5' - 0 7/8" match existing new header 2/2 .27 .27 that does not exist on the drawings, contact the architect for aidditional information. DIN 102 d.h. TW210140 3' - 0 1/8" 5' - 0 7/8" match existing verify exist location 2/2 .27 .27 DIN 103 d.h. TW210140 3' - 0 1 /8" 5' - 0 7/8" match existing verify exist location 2/2 .27 .27 REVISIONS L.R 104 (1 ) picture DHP 42410 4' - 3 7/8" 5' - 0 7/8" match existing no muntins .27 .27 d 2 .L.R 104 h.( ) TW2440 2' - 6 1/8" 5' - 0 7/8" match existing 2/2 .27 .27 NO. DATE REVISIONS / ISSUE Bed #1 105 Casement CXW15 3' - 0 1 /2" 4' - 0 1 /2" match existing egress 2W2H .26 .27 Bed #1 106 Casement CXW15 3' - 0" 4' - 0 1/2" match existing egress 2W2H .26 .27 Bath #1 107 d.h. TW2436 2' - 6 1/8" 3' - 8 7/8" match existing 2/2 .26 .27 Kit 108 (2) CW235 4' - 0" 3' - 5 3/8" match existing new header 2W2H .27 .27 casemenits Sun 109 (3) d.h. TW210410 8' - 11 7/8" 5' - 0 7/8" new header 2/2 .27 .27 20201 RESIDENTIAL CODE OF NEW YORK STATE Sun 110 (2) d.h. TW210410 6' - 0 1/8" 5' - 0 7/8" inew header 1 2/2 .27 .27 SECOND FLOOR sew 200 d.h. CXW145 3' - 0 1/2" 4' - 5 3/8" match exist header height verify location of new roof at addiction 2W2H .27 .27 sew 201 (2) casement CXW245 6' - 0 7/8" 4' - 5 3/8" match exist header height new header , egress 2W2H .26 .27 Bath #2 203 Casement CX145 2' - 8" 4' - 5 3/8" match exist header height new header , egress 2W2H .26 .27 Bed#2 204 (2) casement CXW245 6' - 0 7/8" 4' - 5 3/8" match exist header height new header , egress 2W2H .26 .27 Bed#2 205 Casement AN41 4' - 0 1/2" 1 ' - 9" match exist header height new header(if necessary) 4W1 H .26 1.27 1 `,�- -D Ali": Exterior Door Schedule R.O. Location Mark Type Width F Height Manufacturer / Model number Lite / Cut Notes FIRST FLOOR Kathryn Fee AUA Sun D-1 Slider 11 ' - 10 3/4" 6' - 8 1/2" Andersen E-series ABPAT 12068 2W3H new header Entry D-2 Entry door 3' - 0" 6' - 8" Simpson or equal existing header rch itec Renovation for Steinbuglar Residence 600 Orchard road, Southold DATE : 7-301-2024 SCALE : Door & Window Schedule I I i Notes: Ownership and Use of Documents:These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have! been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1 A105 109 > <108 > 107 > < ` U � under cabinet lighting � 106 > 0 0 I 4 — J o 0 dw Sun room Bath#1 Qr- I o0 I XI Bedroom#1 U , -E- - - - --- - I I Ii I I 1�05 > ,D110 0 c y„220v t1 , w KITCHEN a - — —— et. UP I I ext. -,z ; M Kathrvml^l Fee A■ ' ■ LIVING ROOM New deck Dinin 101 > c Architect M to existing X Renovation for Steinbuglar Residence - �600 Orchard road Southold 102 > I I 103 > ext. I I I \ / <104 > If 0 II DATE : DN " ' New comlered porch 1 IL -- - - - - - - - - - -I- - - - - -- - - - - - JI [� - -- - - - - - - - - - - - - - - - - - - - - - E7 7-30-2024 A105 DN SCALE : As indicated ELECTRICAL SYMBOL SCHEDULE P , � DUPLEX RECEPTACLE(TYPICALLY CENTERED IN BASEBOARD) �----� CLOSET LIGHTS gamb switches) Proposed o s e d First Floor Electrical Plan DUPLEX RECEPTACLE GROUNDED OR WATERPROOF SMOKE&CARBON yre TYPICAL SWITCH @l4'A.F.F. Q SMOKE DETECTOR C A 13 3-WAY SWITCH @44'A.F.F. `l J' WALL WASHER 4� 4-WAY SWITCH @44"A.F.F. RECESSED DOWNLIGHTr'CANS-LOW VOLTAGE LED WALL MOUNTED INTERIOR FIXTURE �, EXHAUST FAN WALL MOUNTED EXTERIOR FIXTURE ® Floor outlet FO. CHANDELIER ® MONO POINT LIGHT(step lights) motion activated SURFACE MOUNTED J-BOX I Notes: Ownership and Use of Documents:These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE 2020 RESIDENTIAL CODE OF NEW YORK STATE 201 > 2v ' gfci 2 > I t —rcemove exist. closets I \ � / Bedroom#2 I E 3 >< I relocate thermostat / I \ \ t T I speecd control J Sewing room S /\ mew fan/li light 9 DN wlc --- --- `r* yr }- X A X w IL Kathrr�/ Feet-i. I .A Architect Renovation for Steinbuglar Residence 600 Orchard road, Southold DATE : 7-30-2024 SCALE : ifr=1'-0„ 4 ELECTRICAL SYMBOL SCHEDULE @= DUPLEX RECEPTACLE(TYPICALLY CENTERED IN BASEBOARD) CLOSET LIGHTS(jamb switches) Proposed Second Floor @= DUPLEX RECEPTACLE GROUNDED OR WATERPROOF S SMOKE&CARBON Electrical Plan g(a TYPICAL SWITCH c&4'A.F.F. SMOKE DETECTOR C 13 3-WAY SWITCH a&4"A.F.F. '�' WALL WASHER 4� 4-WAY SWITCH @44'A.F.F. RECESSED DOWNLIGH-W CANS-LOW VOLTAGE LED WALL MOUNTED INTERIOR FIXTURE w EXHAUST FAN WALL MOUNTED EXTERIOR FIXTURE ® Floor outlet FO. - - CHANDELIER ® MONOPOINT LIGHT(step lights) motion activated SURFACE MOUNTED J-BOX 1 i APPROVED AS NOTED DATE.%__,�_�?-�S_B.P.# 57/ FEE .� OCCUPANCY OR CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTIFY BUILDING ICE SHIELD UNDERLAYMENT 631-765-1802 8AM TO 4PM FOR THE USE IS UNLAWFUL GROUND SNOW LOAD WIND SPEED (MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIIGN TEMP. REQUIRED FLOOD HAZARDS WOOD STRUCTURAL PANEL SHEATHING OR SIDING USED FOR UPLIFT RESISTANCE: FOLLOWING INSPECTIONS: WITHOUT CERTIFICATE FOUNDATION-TWO REQUIRED 1. PANELS SHALL BE OF THE MINIMUM THICKNESS REQUIRED FOR THE FOR POURED CONCRETE 45 130 A,B SEVERE 36" (BOTTOM) M to H S to M 11 YES 1984/1998 SHEARWALL BUT NOT LESS THAN 1532". 2, F+r 'IGH-FRAMING&PLUMBING OF OCCUPANCY 2. PANELS SHALL BE INSTALLED WITH FACE GRAIN PARALLEL TO STUDS. 3• INbULHTION 3. ALL HORIZONTAL JOINTS SHALL OCCUR OVER FRAMING. 4. FINAL-CONSTRUCTION MUST GIRDER (1) PAIR AT EACH POST 4. ON SINGLE STORY CONSTRUCTION, PANELS SHALL BE ATTACHED TO BE COMPLETE FOR C.O. NOTE: THIS HOUSE HAS BEEN PREPARED USING PRESCRIPTIVE DESING / 1/2"X18" GALV. LAG BOLT ALL CONSTRUCTION SHALL MEET ° WITH WASHER MORTISED INTO TOP. WIND DESIGN LOAD = 130 MPH SUSTAINED WIND ZONE "B„ BOTTOM PLATES AND TOP MEMBER OF THE DOUBLE TOP PLATE. '�} RETAIN STORM WATER RUN FF HOLES PLUGGED OR SILICONE FILLED LOWEST PLATE SHALL BE ATTACHED TO FOUNDATION WITH BOLTS REQUIREMENTSOFTHECODESOFNEW PURSUANT TO CHAPTER 236 OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT FORCES YORK STATE. NOT RESPONSIBLE FOR OF THE TOWN CpDE BLOCKING VERTICAL RE-BAR L POURED CONCRETE FOUNDATION AS FOLLOWS: DEVELOPED IN THE WOOD STRUCTURAL PANEL SHEATHED OR SIDED WALLS. DESIGN OR CONSTRUCTON ERRORS 8'-0" H. FDTN. WALL- #5 REBAR @ 48" O.C. 5. ON TWO STORY CONSTRUCTION, UPPER PANELS SHALL BE ATTACHED TO THE TOP MEMBER LAPPED JOINTS GIRDER CORNERS (TYP) 9'-0" H. FDTN. WALL - #5 REBAR @ 48" O.C. OF THE UPPER DOUBLE TOP PLATE AND TO BAND JOIST AT BOTTOM OF PANEL. JOIST E sxto S4S D.F. GIRDER 10'-0" H. FDTN. WALL - #6 REBAR @ 48" O.C. UPPER ATTACHMENT OF LOWER PANEL SHALL BE MADE TO BAND JOIST AND LOWER TRl)s I"'�, '✓'�::'' �i`3{a R1=ClI1iRED COMPLY ° 2 ATTACHMENT MADE TO LOWEST PLATE AT FIRST FLOOR FRAMING. WITH ALL CODES OF �!� LOWEST PLATE OF FIRST FLOOR FRAMING SHALL BE ATTACHED TO FOUNDATION WITH BOLTS �EW YORK STATE&TOWN CODE METAL STRAP HANGER ' ' '-' -� 6 —` — OR CONNECTORS OF SUFFICIENT CAPACITY TO RESIST THE UPLIFT FORCES AS REQVIREDAND CON WITH 3%4SCIIPMF�RT(TYP) 2 DITIONS 0 DEVELOPED IN THE WOOD STRUCTURAL PANEL SHEATHED OR SIDED WALLS. 6 X 10 S4S D.F. GIRDER -?..,..,, OUiNOLpTOWNZBA METAL STRAPS HOLDDOWN BRACKETS AT SHEARWALLS AND WINDOW/ DOOR OPENINGS: 6. WHERE WINDOWS AND DOORS INTERUPT WOOD STRUCTURAL PANEL SHEATHING OR SIDING, (TO BE PAINTED) FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROF7Tr=IF'T_LOADS. HOLDTQE IPLANNING80AR 6 X 6 S4S D.F. POSTS 1. HOLD DOWN BRACKETS TO BE INSTALLED PER CODE, SHALL BE FASTENED 7. PANEL ATTACHMENT TO FRAMING SHALL BE: TO,' "TRUSTEES Typical Joist Hange ►' yp ger WITH 3/4" CHAMFER (TYP) PLUMBER CERTIFICATION(TO BE PAINTED) AT ALL SHEARWALLS 6" O.C. (VERT.) WITHIN PANEL FIELD fIY��C METAL STRAP 6X6 POST TO SIT ON CCA AND WINDOW/ DOOR OPENINGS WITHIN THE SHEARWALL. 3" O.C. AT EDGES ON LEAD CONTENT BEFORE NOT TO SCALE SILL PLATE. SEAL BOTTOM COF HOLD DOWN BRACKETS SHALL BE -USING 6d COMMON NAIL AT SUBFLOOR AND WALLS CERTIFICATE OF OCCUPANCY �UTHOLDNPC POST WITH TAR. PRIME AND) FASTENED TO CORNER WALL STUDS AND FOUNDATION 8d COMMON NAIL AT ROOF SOLDER USED IN WATER SDO PAINT POSTS BEFORE INSTANLLING. ; BOLT DOUBLE DECK JOIST NNTO WITH HOLD DOWN BRACKETS & ` SIDE OF POSTS (TYP) 2. HOLD DOWN BRACKETS SHALL BE INSTALLED OVER SECOND FLOOR SUPPLYSYSTEM CANNOT NSTALL HOLD DOWN eRACKEETs By FRAMING WITH ONE BRACKET INSTALLED AT TOP PLATE OF FIRST FLOOR WINDOW AND DOOR STRAPPING: EXCEED 2110 OF 1% LEAD. All exterior lighting ' PAIR AT EACH POST SIMPSON STRONG TIE yPHD55 AT 1�2"x18" GALV. LAG BOLT CORNERS OF POSTS. CONNEICT AND CONNECTED TO A SECOND BRACKET INSTALLED AT 1. HURRICANE STRAP TIES AND HOLD DOWN BRACKETS TO BE Installed, replaced or 2n WITH WASHER MORTISED INTO TOP. BRACKET TO FOUNDATION AKND DOUBLE $ HOLES PLUGGED OR SILICONE FILLED DECK JOIST. SECOND FLOOR BOTTOM PLATE, BOLTED TOGETHER THROUGH FLOOR ASSEMB INSTALLED PER CODE, SHALL BE INSTALLED AT ALL OPENINGS. repaired Shall Conform TOP OF DECK AND FASTENED TO CORNER WALL STUDS PER CODE REQUIREMENTS. HOLD DOWN BRACKETS TO BE INSTALLED AT BOTTOM PLATE PLUMBING to Chapter 172 RRAFTER E —6X10 S4S D.F. GIRDER 3. FOLLOW SAME PROCEEDURE AT WINDOW AND DOOR OF THE WALL AND SECURED TO THE KING STUDS OF THE OPENINGS. ALL PLUMBING WANE OPENINGS LOCATED WITHIN SHEAR WALL. &WATER LINES NEED of the Town Code 2X8 ACO D.J. (�12" D.C. FOUNDATION AND STUD WALL PER CODE AND MANUFACTURERS SPECS. ( METAL STRAPS � s 4 4. FOLLOW MANUFACTURERS AND CODE INSTRUCTIONS HURRICANE STRAP TIES TO BE INSTALLED ACROSS WINDOW/ DOOR HEADERS INTO TESTING BEFORE COWERING ;;ij — x $ S F. SILL PLATES WITH 3(4" D.CHAMFER POSTS(TYP) FOR CORRECT INSTALLATION. TOP PLATE OF WALL. STRAPS SHALL BE MANUFACTURED BY SIMPSON STRONG (BELo TIE, SIZED, SPACED AND FASTENED AS PER CODE REQUIREMENTS. IrI *�•-°►�,. ' r STUD WALL Air Handler MllSti provide Manuals al�° °'�-..s R"'^"• GABLE END WALL BRACING: ANCHOR BOLT Rigid Duct 1. INSTALL 2X6 STRONG BACK ACROSS CEILING JOISTS, D, J and S as pet' •m ° 4" O.C. (TYPICAL) (CONTINUOUS BETWEEN GABLE ENDS) NYS Energy Code WETAL STRAPS I'�' 12" FROM CORNERS Typical Covered Porch Details .':.''. NOTE ATTACH AS REQUIRED BY CODE 3-10d COMMON NAILS •: !. POSTS ATTACHED TO HOUSE TO EBE u„ ;; •• CARRAIGE BOLTED INTO BLOCKING; AT 2. ATTACH 2X6 DIAGONAL BRACE AT 45 DEGREE ANGLE TO END GABLE ° NOT TO SCALE ` EXTERIOR HOUSE WALL. HOLES IN FACE WALL UNDER RIDGE AND TO 2X6 STRONG BACK. • ' of POSTS To BE PLUGGED. t ATTACH AS REQUIRED BY CODE 3-10d COMMON NAILS Rafter/Plate/Stud Connection DIAGONAL BRACE CAN ALSO BE INSTALLED DIRECTLY TO RIDGE AT END GABLE, IF SUFFICIENT SPACE IS NOT AVAILABLE. NOT TO SCALE Header & Post Tie Downs EXTERIOR FOUNDATION, WALL, SECOND STORY WALL, NOT TO SCALE ` RAFTER AND RIDGE STRAPPING: 2020 NYS 1. HURRICANE TIES TO BE INSTALLED PER CODE, SHALL Floor Boot BE FASTENED TO EVERY RAFTER, PLYWOOD SHEATHING WALL STUD UP TO 4'-0•USE 21/2•06 WD SCREWS O 15.O.C. Flex Take-off from Rigid SHALL EXTEND TO TOP OF WALL PLATE, WITH BASE Residential Code ° E UP m s'-O"USE 21/2"#6 WD SCREWS 012'D.C. OF TIES NAILED THROUGH SHEATHING INTO PLATES. UP TO 8'-0•USE 2 1/2'06 WD SCREWS O 9"O.C. -- - - -- - w HURRICANE TIES SHALL BE MANUFACTURED BY ° y SIMPSON STRONG TIE, # H2.5 2. HURRICANE STRAP TIES TO BE INSTALLED PER CODE, SHALL BE INSTALLED ACROSS SECOND FLOOR JOIST CE3 '°'°' "~^t'°°"° LEVEL, EXTENDING 12" MIN. ABOVE AND BELOW WALL ° J dam"° " PLATES AND NAILED INTO WALL STUDS THROUGH SHEATHING. STRAPS SHALL BE MANUFACTURED BY FLOIOR JOIST ° ® I / �I • SIMPSON, SIZED, SPACED AND FASTENED AS PER ® J CODE REQUIREMENTS. ANCHOR BOLTS / 3. HURRICANE STRAP TIES TO BE INSTALLED PER Ceiling Boot CODE, SHALL BE INSTALLED ACROSS FIRST FLOOR GLUE AND SCREW 5/4 X 6 MUWON/ASTRAGAL Rigid-to-Flex JOIST LEVEL, EXTENDING 12" MIN. ABOVE WALL BASE PRIOR TO INSTALLATION. USE 1 1/4-WOOD PLATE AND BE LAPPED UNDER FOUNDATION SILL SCREWS FROM PLYWOOD SIDE O+/-9•O.0 PLATE. STRAP TIE SHALL BE CONNECTED TO FOUNDATION ANCHOR BOLTS USING (3) 1" SQUARE ANCHOR BOLTS ~- ' ` yi'.i WASHERS ON THE ANCHOR BOLTS. -E- WALL STUD , I . ' *NOTE: ALL UNITS TO BE LABELED& ' Multiple Unit ON SITE READY FOR INSTALLATION Single Window °� r�-�"""" METFAL STRAPS ' �� 'i,'4+ ;;. `R;wp",;""" MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS �' f"r I USE LIE LOAD F 60 �L, z` Vic` � MASONRY WALL Duct Sealing Detail EXTERIOR BALCONIE � 1/2" Plywood Panel Details DECKS 40 f Stud Straps CrJ Second Hoor BOX NOT TO SCALE NOT TO SCALE PASSENGER VEHICLE GARAGE 0 a ATTICS WITHOUT STORAGE 10 b,e ATTICS WITH STORAGE 20 b,e � NOT TO SCALE First Floor & Sill Anchors EXTERIOR WALL_ MATERIAL ROOMS OTHER THAN SLEEPING ROOMS 40 f ,,�•...,, ..:I,� NOT TO SCALE SLEEPING ROOMS 30 j. • STAIRS 40 c FASTENERS AS; NOTED • X1, 4' GUARDRAILS AND HANDRAILS 200 .�. IN SCHEDULE 3 2 2 3 3 2 3 3 2 3 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 WOOD BEAM ;CARRIAGE BOLTS POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. ,�, , b. NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS Renovation for 2 x 12 CCA GIRDERS ° c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300 POUND CONCENTRATED LOAD Steinbuglar ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES - 4 - =a m STEEL PLATE THE GREATER STRESSES. Residence 2 1 1 2 2 1 2 2 1 2 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT STEEL COLUMN ALONG THE TOP 600 Orchard Road WOOD POST e. ATTICS CONSTRUCTED WITH WOOD TRUSSES SHALL BE DESIGNED IN r'1 • • •I ACCORDANCE WITH SECTION R802.10.1. Southold NY ' ' 'I POST ANCHOR f. SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS.i • PLYWOOD AS NJOTED " 3 2 2 3 3 2 3 3 2 3 Kathryn Fee, A.I.A. +< CONCRETE PIER Architect °` Gable Roof Plan: 0 to 10 degrees Gable Roof Plan: 10 to 45 degrees d I 3 -+-- --- WINDOW GLASS °` 69C Main Street. I 1 Deck Rail�in /Post Anchor =' STEEL COLUMN ROOF SHEATHING NAILING SCHEDULE Sag Harbor, New York 11963 g •' 3 tel 631 537 6335 OT TO SCALE ' STEEL PLATE Zone 1 Zone 2 Zone 3 Zone 4 • Date : 7-30-2024 ' METAL STRAPS Front View FIELD 3" O.C. 12" 0.C. 3" O.C. 4" O.C. � �• �__ I � u I I WINDOW SILL 3 1 3 3 1 3 Scale : N.T.S. RAFTER I I ' ; ; ° 1/2" PLYWOOD WITH EDGE 4" O.C. 6" O.C. 3" O.C. 4" O.C. U II � c ; ; • ° " CONCRETE PIER 1" #6 SCREWS EVERY 6" Title IN FIELD AND EVERY 4" I ! v AT INTERIOR EDGES 2'-0" 4'-0" ALL 1/2" EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED 3 Prescriptive Design BLOCKING WITH 8D COMMON NAILS- 2 1/2" X 10 1/2" GA., PATTERN AS P g 1 Dwg. No. n a ° d INDICATED ABOVE 4'-0" 2'-0" FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, FEFER TO `�'t RIDGE BEAM Top View 2 X 4 WITH "FASTENING SCHEDULE FOR STRUCTURAL MEMBERS"- NEW YORK 3W' 3" #8 SCREWS EVERY 9" STATE CODE BOOK. Porch Beam/Column Anchor Hip Roof Plan: 10 to 30 degrees 1 A-000 Rafter Stra s NOT TO SCALE 1/2" Plywood Panels Plywood Storm Panel Shutter Detail Simplified Roof Sheathing Nailing Schedule 2125 ,� NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE I Notes: Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein are the property of the architect. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Kathryn Fee Architect P.C. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. REVISIONS NO. DATE REVISIONS / ISSUE TYPICAL FOUNDATION: *2x6 acq plate * 5/8"x 12"anchor bolts 24"x#5 dowell bars @ 6"o.c.vertical *termite shield w/sill sealer *8"p.c.fnt.wall on 16"w x8"p.c. footing 6"into existing foundationquickcrete fast set, *2"x4"key high strength anchoring epoxy or equal. *bituminous dampproofing 2020 RESIDENTIAL CODE OF NEW YORK STATE U 6 a co y M EXISTING o I °° CRAWL QI � o CL o PROPOSED ADDITION Icrawlspace 2"RAT SLAB ON CLEAN c;``�?,ED,I�c COMPACTED GRAVEL WI ; 6 MIL VAPOR BARRIER EXISTING HOME FOOTPRINT ��:� �IRYp.�F 'Sim — — — — _ (existing full througMh out) v step footing up as needed _ / '}- 24"x#5 dowell bars @ 6"o.c.vertical cc.. 6"into existing foundationquickcrete fast set, �/ high strength anchoring epoxy or equal. ION P at Fee A. I . Architect II I I I I I I Renovation for Steinbuglar I I I I Residence I I I I 600 Orchard road, Southold I I I I II II -==_= =_=_— =_= DATE 10"sono tube(1 of 3) 1-7-2025 SCALE : 1/411 = 1'-0" Proposed Foundation � EOYE FEB L-01 Building DP+partment Town of Southold