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Home My WebLink About51436-Z pF SOUTyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd uNTl.� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47259 Date: 08/02/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 1910 The Long Way East Marion,NY 11939 Sec/Block/Lot: 30.-2-128 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/11/2024 Pursuant to which Building Permit No. 51436 and dated: 12/04/2024 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: Accessory gazebo with outdoor kitchen as applied for. The certificate is issued to: Emmanuel Galanakis ,Marie Minardo Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51436 07/03/2025 PLUMBERS CERTIFICATION: Manpreet Singh 07/27/2026 ')�f-A Auth r' ed Si nature ho�AOf SU(/r�D TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE Comm. 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#: 51436 Date: 12/04/2024 Permission is hereby granted to: Emmanuel Galanakis 69 78th St Brooklyn, NY 11209 To: construct accessory structure as applied for. The on-grade patio must have a minimum setback of 4' from the side yard lot line. Premises Located at: 1910 The Long Way, East Marion, NY 11939 SCTM# 30.-2-128 Pursuant to application dated 10/11/2024 and approved by the Building Inspector. To expire on 12/04/2026. Contractors: Required Inspections: Fees: Accessory-New Structure $278.00 CO Accessory $100.00 Total $378.00 --- — ------------------- Building Inspector pF SO�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 an BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Emmanuel Galanakis Address: 1910 The Long Way City: East Marion St: NY Zip: 11939 Building Permit#: 51436 Section: 30 Block: 2 Lot: 128 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Modern Electric East License No: 34283ME SITE DETAILS Office Use Only Indoor W, Basement r Service F! Solar r Outdoor I✓l 1st Floor [- Pool r` Spa F Renovation F 2nd Floor r Hot Tub r Generator F Survey If] Attic I Gazebo Battery Storage (- INVENTORY Service 1 ph F, -Heat Duplec Recpt 13 Ceiling Fixtures Bath Exhaust Fan Service 3 ph (- Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel 40A A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe [::, Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Other Equipment: Mini Fridge, Hood, BBQ, 40A Sub Panel 8 Circuit/4 Used (3)120Combo Breakers (1)115Combo Breakers Notes: Gazebo Inspector Signature: X Date: July 3, 2025 Sean Devlin Electrical Inspector - sean.devlina_town.southold.ny.us 1910TheLongWayGazebo � 6FavE �UL 3 1 2026 a�tteent 1,=J'�s11FF0��•''�; Building®eP cpG�•;', T��+an of Southold t� Town l+:tn Antim 54375 M'OiA Ronli t of P.0.80-A 1170 i o pe BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 2-1 �- Building permit No. Cn,Qae-bC) 1 Po-)(�3k —4;�.51L434v 0 M zet- e f \ mcvn V e-\ 0\ot 4 n Lc,s (Please paint.) (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1%lea(_ I - -Qf2 a NSW yory) (Plumbers Signature) Cpvn+c j 0. . SufflUlK Sworn to before me this (21.__.,, day of lU , 2r3 02�0 ALEJPJQR 4 BEPERRA Notary 06611. ,Butte.of New York Notary Public, County Re8•No.0t8E,�d2444:9 Cualiftedl. Stilfclk;County Commission Explk4 11/01/2029 I + 0ES0UTyo� # . # TOWN OF SOUTHOLD BUILDING D PT. r �ou ,� 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) [V ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: G'ct'Ze,`pa o m it 5 c� Iq0 o a ver boy" 0x a o mgw t, Wr-olgeechl- - ,ed r DATE a- o`�. INSPECTOR I L f�OF SOUTyOIo 1 P o f. le # # TOWN OF SOUTHOLD BUILDING DEPT �ouMv, 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 i REMARKS: �-Ze 66 r(A DATE INSPECTOR 1 SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. 'Vouto, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKI G [ ] FRAMING /STRAPPING [ FINAL AXI. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RED MA KS: 01 affi)4aio La 4n V�,/ 49 �. ru prj/ 4J, L, 4c) vi r DATE INSPECTOR FIELD INSPECTION REPORT PATE CO MENTS FOUNDATION (1ST) - - — C FOUNDATION (2ND) z � o —( c ROUGH FRAMING& a PLUMBING p1 - r t-n — INSULATION PER N.Y. STATE ENERGY CODE - FINAL eev- ADDITIONAL COMMENTS �-01c1 -`dam z __- — ro x =�o��guFFotK�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 htt s //www.southoldtownn . ov oy�o ao�� P � ) � ) P � k� Date Received„, APPLICATION FOR BUILDING PERMIT For Office Use Only / 1 PERMIT NO. Building Inspector: .1 3 q l �� OCT -024 Applications and forms,must b,,e'filled out in:their entirety.Incomplete applica'ti'ons will not be accepted: Where the Applicant is not the owner,an" r �' 'T= <' '.• -,Owner's Authorization_form(Page;)'shall be completed. Date: September 26, 2024 OWNER(S)OF PROPERTY:, Name:Emmanuel Galanakis & Marie Mina rdo SCTM#1000- 30- 2- 128 Project Address: 1910 The Long Way, East Marion NY 11939 Phone#: 917-270-8683 Email:emmanuel.qalanakis(@_hotmail.com Mailing Address: 69.78th St. Brooklyn, NY 11209 �CONTA7T,PERSAN � AV Name: Ural Talgat Mailing Address: 436 7th Street,^Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59@hotmail.ccq ''qE$1WP•90FESSIONALINFORMATION, Name: Ural Talgat* Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59 hotmail.com cO NTRACTOR.I N FORMATIO N Name: Mailing Address: Phone#: Email: ,.,DESCRIPTION-OF PR'OPOSED:CONSTRUCTION ®New Structure ❑Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: ❑Other $ 25,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY INFORMATION Existing use of property: Single Family Residence intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? DYes 9No IF YES, PROVIDE A COPY. ®Check[lox After Ileadiltp;: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236ofthe Town Code. APRUCATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,Now York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Idspectors on premises and In bulldlbg(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Ural Talgat ®Authorized Agent ❑Owner Signature of Applicant: Date: `e STATE OF NEW YORK) SS COUNTY OF SWFt'DIk Ural Talgat being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect (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_,[ —�— Notary Public I Llw�tI M swum PROPERTY OWNER AUTHORIZATION NOW Ha011MIM142 8 Ma 01MCg4z9oow t1 anufbd in swalk coWdy (Where the applicant is not the owner) NwiitrtwsMq�s �.?$ i Emmanuel Galanakis&Marie Minardo residing at 69 78th St. Brooklyn, NY 11209 I, do hereby authorize Ural Talgat to apply on i my beh f to he Town of$opitfiQld BuildPgDepartment for approval as des ribed herein. Owner's Signature _ I Date Print Owner's Name 2 �Q t C � � � BUILDING DEPARTMENT-,Electric spe �r 2 g 2025 TOWN OF SOUTHOLD arfvnent o x Town Hall Annex - 54375 Main Road - PO4, Vioputhold Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/29/2025 Company Name: Modern Electric East Inc. Electrician's Name: Robert Hough License No.: ME-34283 Elec. email: bob hough9189 yahoo.com Elec. Phone No: 516-903-7149 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 145 Wavecrest Ln, Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: Emmanuel Galanakis Address: 1910 The Long Way Ln Cross Street: n/a Phone No.: 917-270-8683 Bldg.Permit#: 51436 email: emmanuel.galanakis@hotmail.com Tax Map District: 1000 Section: 30 Block: 2 Lot: 128 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical work for Gazebo Square Footage: 1 -420 Circle All That Apply: Is job ready for inspection?: ❑� YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? F1 Y N Additional Information: PAYMENT DUE WITH APPLICATION 5laq lay l ,off®SVffO(,Y�® BUILDING DEPARTMENT- Electric speag TOWN OF SOUTHOLD h® 1 h m s�, �paent Town Hall Annex - 54375 Main Road - P&On'd P,-,vtbold Southold, New York 11971-0959 1,-\ `�f Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 5/29/2025 Company Name: Modern Electric East Inc. Electrician's Name: Robert Hough License No.: ME-34283 Elec. email: bobhough918@yahoo.com Elec. Phone No: 516-903-7149 ❑I request an email copy of Certificate of Compliance Elec. Address.: 145 Wavecrest Ln, Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: Emmanuel Galanakis Address: 1910 The Long Way Ln Cross Street: n/a Phone No.: 917-270-8683 Bldg.Permit#: 51436 email: emmanuel.galanakis@hotmaii.com Tax Map District: 1000 Section:30 Block: 2 Lot: 128 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical work for Gazebo Square Footage: -420 Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES 0 NO Issued On. Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect QService Reconnect❑Underground QOverhead # Underground Laterals 1 FJ2 H Frame M Pole Work done on Service? Y N Additional Information: " PAYMENT DUE WITH APPLICATION Fd *CD f-C-C4 11 O o1.CQ PERMIT# Address: Switches 4*---� Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans l I Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments � G CP C�j 2' CHIMNEY FOR BBQ ROOF CRICKET STANDING SEAM 6 12I FLASHING AT ROOF TYP 57ANDINGSEAM ALJMINIJM Q b 6 p NUM ALUMINIUM ROOFING 12 R OF I G N 5/4" P YW OD �� GUTTER TO by :ROOFING ON /4" PL I O D 12 ON 3/4 PLYWOOD -- --- --------------------------- DOWNSPOUTS Q 6 GUTTER TO Ix8 FASCIA DOWN5POUT5 GA5ED 21 CASED STRUCTURAL BEAM 21 2 2 2 STRUCTURAL m EXTERIOR WALL - 2x8 ROOF BEAM N 2x6 @ 16" OG W/ 5/4" _ = JOISTS 26'-II" COLUMN CASED w w SIDING PLYWOOD ON BOTH T ® 16" OG cSJ N/ 5/4" TRIM `� ��' SIDES W/' SIDING 1- r LOW WALL z 5"x5"x3/8" 50 5TEEL z z 3 BEYOND Q m COLUMN CASED W/ A Q 3/'4" TRIM 10" THK CONCRETE FOUNDATION W/ 5TL EXISTING 7111 36' REBAR5 AND ANCHOR BOLTS ON 811xI b" POOL CONCRETE: FOOTING A/ 5#5 REBARS ••• � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �] CONTINUOUS 56" BELOW GRADE IL00"Un L Looking from the pool 14' 00RTH ELEVATIONSCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" CHIMNEY FOR BBQ HOOD PROVIDE FLASHING AT ROOF TYP 24" OVERHANG ^� ROOF STRUCTURE 12 10' 6� 12 ab SIDE 'WARD LOW WALL 8" THK 36" HEIGHT VERIFY W/ 5 'AND 6 5E M IN 5ET- SACK „ PIN ON 4" P YWO D OWNER WOOD FRAMED WALL ON 10 THK O AGCEST RE GOITCRETE�FOUNDATION ON 8"xI6" IO' Ix8 FASCIA 5TRUG CONCRETE OOTI NG 3'-0" BELOW GRADE SIDE YARD CASEDSTRUCTURAL ITI 5ET- BACK - XI ----- -'� STRUCTURAL BEAM 5"x5"x3/8" SQ STEEL STRUCTURE iv r- I SEE SHEET 53 I COLUMN CASED W/ to Inside fn 3/4" TRIM open 24" OVERHANG ROOF STRUCTURE NEW PATIO ADDITION Zt 5"x5"x3/8" 50 STEEL p SIDING ICOLUMN CASED W/ 3/4" rn TRIM A I 40 0/0 u� EXISTING PAVER PATIO 6 THK WALL S LID WEST Em L E V ATI 0" WOOD FRANKED ALL m I SCALE: 1/4" = V-0" ON 8 THK CON05 ETE to FOUND>ATIO ON ►- 8"xlb" CONCRETE w FOOTING 3'-(0" BE OW N GR DE ' w ILI J I EXISTING 12 12 INGROUND POOL STANDINS 5E M ab UMI UM OPI 6 ON 24" v 5/4" PL WOO OVERHHANG Ix8 FA501A ROOF I GSTRUCTURAL STRUCTURE m N open SS HOOD OVER to Inside BBQ - VERIFY DIMENSIONS IN FIELD i D E E Hn OUTDOOR KITCHEN I SIDING I.i k n 13 2025 AND GRILL outdoor S'I EEI'L3GOLUMN >n EXISTING PAVER PATIO Tovvn of;outhoEcl rill CASED W/ 5/4" TRIM 5 GTURAL B 10, SEE SHEE 5 E AST ELEVATIO 'No EN OLA"R& Agm"' E D JO& I mvm E P L A N- LOW WALL 8" THK 36" HEIGHT SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" VERIFY OWNER, WOOD tt \ FRAMED YALL ON 8" THK A CON0RETE FOUNDATIO ON 8"xlb" EXISTING STEPS CONCRETE FOOTING 5b ' DEEP r rn UNDERGROUND STE-� WATER LIN FROM UNDERGROUND I ELIG rR 10, OUTDOOR KITG EN TO m WATER AND G I E ROM RESIDENCE RF-51DF-NOE TOCUTDOOR KITCHEN EXISTING DECK Sl" R U (ow"A L U R E A T H E m SLOPE WATER I N O N TO HOUSE WITH VAI 114 140USE EAST MARION , NEW YORK ?n DATE: 10-10-2024 �5� REVISED DATE: 3 / 4 / 2025 pt0 •� JQt,t TAIG,�Y�'�C� URAL TALGAT ARCHITECT ON EXISTING 436 7th STREET RESIDENCE 024Q3 Q` BUILDING PERMIT SET `t? , '�� GREENPORT, NEW YORK 11944 (631)477-8963 "x51Ix3/5" 5Q STEEL COLUMN CA5ED W/ 5/4" TRIM XTER I OR WALL TYPICAL 2x6 ® 16" Or-, W/ 5/4" PLYWOOD ON BOTH 51 DES N1 51 D I NG �- ------------------------------------------------------------------ --------------------------------------------------------------------------------- ------------------------------------------ I ONT ALPI 505 DELUXE PROPANE ry-�' IJ ISLAND W/ QO DEGREE CORNER w 1 �t 2x R BE\/ERAGE CENTER — M,4_5—DQOBE� _x I O RIDGE BEAM ~ 2x8 RR = I ( I I cy " OG @ 16" OG 11 f I i dJ + OUTDOOR KITCHEN �� UNDERGROUN \'� II I utdoor AND GRILL AREA 0 lx v +� UTILITY LINES �1 grill / Ix O x5 xVID 3/8 SQ S HOOD O\/ER BBQ — \/ERIFY N STEEL COLUMN 1 D I MEN51 ON5 IN FIELD N CA5ED W/ 5/4" TRIM 1 1 TYPICAL SEE DETAIL ♦ 1I 1-54 ---- CONTINUOUS W 12x30 — — PRONADE FULL PENETRATION WELDS STONE TOP FOR---' yc - --------J AT ALL/ANY PLATE CONNECTIONS ------ - SHORT WALL VERIFY (FIGURE FOR 3/8" - 1/2" DEFLECTION) HEIGHT WITH OWNER TONE TOP FOR SHORT WALL \/ERIFY HEIGHT WITH OWNER E N L A RG E D"' OR` 0 0 F P LA N . SCALE: 1/2" = V-0" EXISTING EXISTING NEW PATIO NGROUND POOL PAYER ADDITION CHIMNEY FOR BBQ HOOD PRO\/I D PATIO FLASHING AT ROOF TYP NEW GAZEBO EX15TINO POOL RIDGE \/ENT STA IDING SEA 12 2x10 RIDGE ALUMINUM ROOFING ON 6� \��` OG THK \/ERSATEX 5/4"' PLYWOOD PANELING AT GE I L I NG AND SOFFIT GUTTER T DOWNSPOUTS ---- ---------------------------- ----- dJ x8 FASCIA 0 UTTER TO DOWNSPOUTS �2) 2x6 COLLAR TIES ASED STRUCTURAL BEAM AT 45" OG CASED W/ 2'-0 ' EXTERIOR WALL - 2x6 3/4" TRIM /2"x6-I/2"xll" TOP PLATE W/ 16" 00 W/ 3/4" PLYWOOD (4)-3/4" D I A A525 M.B. OR FULLY 55 HOOD OVER BBQ ON E30TH SIDES W/ SIDING I MP5ON- H2.5 WELDED IF NO BOLTS DES 1 RED \/ER I FY DIMENSIONS IN FIELD HURRICANE CLIPS "x5"x3/5" 50 STEEL COLUMN CASED W/ 5/4" TRIM 0 p m O TONE TOP FOR SHORT WALL \/ERIFY STONE TOP FOR SHORT 00 O O TO F' OF FINISHED PA\/I N HEIGHT WITH OWNER WALL \/ER I FY HEIGHT WITH PA\v/ER5 ON MORTAR OWNER MONT ALP 1505 DELUXE 5ET71 NG BED ON 4" THK LOW WALL TOP OF FINISHED PAYING PROPANE ISLAND W/ QO CoNsIG SLAB W/ 6X6 10/10 BEYOND PA\/ER5 ON MORTAR 5ETTI NG BED DEGREE CORNER $ WWlwi TYPICAL ON 4" THK GONG SLAB W/ 6X6 10/10 BE\/ERAGE CENTER - WWM TYPICAL MA 1505-DcIOBEY 1 #5 REBAR CONTINUOU —Du1L SECTIOIrtmo 2 #B REBAR GONTINUOU 6" 4" SCALE: 1/2" = V-0" 5/6"' x 12" CAST IN PLAG ANG:HOR BOLT ® 52" O.G. (TYP.) 10" THK GONG FOUNDATION WALL ' O ON cCONC FOOTING TYPICAL 5"xlb" GONG FOOTING, 36" " CONCRETE BELOW GRADE W/ 3#5 REBAR HAUNCH FOR PA\/ING CONTINUOUS TYPICAL SUPPORT G AZOOEE B 0 S T R" U (";' T U "R" E A' T T H FE A L "AN N A Kff 1 %4'40 311 R E S I m uo"k Em N C E SCALE: 1/2" = V-0" EAST MARION , NEW YORK DATE: 10-10-2024 REVISED DATE: 3-4-2025 RL URAL TALGAT ARCHITECT Q�4a,�o oQ� 436 7th STREET BUILDING PERMIT SET � Wyly GREENPORT, NEWYORK11944 0 (631)477-89,63 35'-4 400* O" THK CONCRETE STEMWALL (6" 8"xl(b" GONG OOTIN6, "x5"x3/5" 50 STEM + 4" SHELF) ON 5"x 16" 36" BELOW GRADE W/ STEEL COLUMN STEEL COLUMN 3%2" CONCRETE FOOTIIN6 36" DEEP 2#5 REBAR 3%2" TYPICAL CAL I GAL —/GONT I NUOUS P I GAL ----------------------------------------------------------------- — I I I r----------------------------------------------------------------- ----------------------------------------------------------------------------- ------------------------------------� 8"xl6" CO NC, FOOTIN6, I ' 3(0" BELOIN GRADE W/ 2#5 REBAR w�c'% ' 4" CONCRETE HAUNCH I GON I NUOU TYP I GAL FOR PAVIN6 5UPIPORT I I I I I I I I I I I I d) Q ' 16"x 16" GONG PEDESTAL "x5"x3/8" 50 UNDER.GROUN �11y� ON 30"x30"x 12" GONG STEEL COLUMN UTILITY LINES � � GRADEG SEE DETAIL G11 ,�G-�t21G L 1-54 Ly I r------- ----� I I w1 I � I I I ILI I I 1 L I -- 1 I n u u EXISTING L------------J NEW PATIO 1 1-I 11 3�2" SQ STEEL COLUMN STEEL COLUMN TYPICAL m ('-4" PAVER ADDITION I 1_4�� TYPICAL PATIO tt 2-7'-5" �'-I I" E1141L A RGEou" FOUIRMODATION P 'L" .AR" N SCALE: 1/2" = V-0" II" 511x5"x3/5" 50 STEEL I" 4 1/2" 4 1/2" (" COLUMN CASED W/ 5/4" TRIM TYPICAL = TIE — 10" MIN EMBED 5TL BASE PLATE, SE DETA I L5 TYP I GAL = O N 3/4"x I I"x I I" STEEL _ BASE PLATE �I O O 5/5 5"x5"x3/8" SQ TO F VIEW = H55 COLUMN L tv ST��I� COLUMN �AS� 16"xl6" GONG PEDESTAL W/ i=I�AT� DATA I � 5#5 VERTICALLY W/ #4 5 1/2" REBAR STIRRUPS C� 6" OG TIE 041IMIN. EMBED) IG 30"x30"xl2" GONG FOOTIN W/4#5 EACH WAY, 0 0 IL 0 5/4"x 13 1/2"x 13 1/2" 36 BELOW GRADE — STEEL BASE PLATE O SECT 1 ON VIEW m _ N \ O O m PE w D" EST MAL F 0 mum N OwEil"As" T I I N I U E T 'A' I L SCALE: 1/2" = V-0" c�v 5"x5"x3/8" SQ0 0Cm`U "' E MAT 0" " E 5 4 3 1/2 — HSS COLUMNGALCRO-sO STRU I K in .11 1 tJ* ,ow& J% Umusa— of rk 0 A K1 I E. I D E rNs "' -%M7- ALA13M' n *,.v o m" %it ram SASE FLATS DETA I L EAST MARION , NEW YORK DATE: 10-10-2024 CORNER GOL . DETAIL, ��p A� REVISED DATE: 3-4-2025 oL TAIG'��J� U RAL TALGAT �Q .� ARCHITECT 436 7th STREET + 1020 �Q� GREENPORT, NEW YORK 11944 BUILDING PERMIT SET "' (631)477-8963 n��A— h /� nNU � cp � p ' S 13036 40„ 80.00 E APPROVED AS NOTED LO DA B.P.# 1 CV M FEE BY: RETAIN STORK WATER RUNOFFM NOTIFY BUILDING DEPARTMENT ' AT <. PURSUANT TO CHAPTER 236 M 631-765-1802 8AM TO 4PM FOR THE � ��THE TOWN CODE. FOLLOWING INSPECTIONS: 1. FOa NI)ATION-TV!0 Pr-0-J!rFD FOR 'POUFO-D .'� "fIf=1E 2. R();J(-'-I— f�..,,�fvil;!G& i L1 ^F�i"dui 3. II&JI-ATiON 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW EL►`CTRICAL YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS 1NSP"'C71 REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND NDITIONS OF I SOUTNO IOt7NZ8A All exterior lighting SOUTHO TOWN PLAN'V(1'JG 60A,RQ installed, replaced or SOtl1}I -LDTO�"INTRUSTEES repaired shall conform N,Y.S EC to Chapter 172 OLD of the Town Code vND OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY �I_NEW PATIO ADDITION F, EXISTING PAVER PATIO 1O' I I SIDE YARD NEE N ACCESSORY STRUCTURE I I INGROUNDINPOOL prGGESSORY GAZEi30: UNENCLO5ED COVERED, NO j 5TRU0TURE HEATING, NO COOLING, OPEN 5 51 DES I ' U5ED FOR 51771N6. — — 10' SIDE YARD 5ET- BAGK I EXISTING A00ESSORY DECK 5TRUGTURE Y ' GK� EXISTING FRAME HOUSE I E �A r I SCTM # 1000-30-2-128 PROPERTY: 1910 The Long Wayy ADDRESS East Marion NY 11939 o OWNER: Emmanuel Galanakis & Marie Minardo o� 69 78th St, Brooklyn, NY 11209 L (o SITE: 25,849 sf = 0.593 ac to z ZONING: R-40 o� SURVEYOR: Alden W. Young R — t° 400 Ostrander Ave 82 0.00' _ Riverhead, New York 11901 L 69' N LICENSE # 45893 DATED 1/13/1981 I T E 0 F` L A N SCALE: 1" = 20'-0" UAL A N %0%j I D LE NO m-"wh "m ff A ` I %0%j R E= I' m (; 1:- EAST MARION , NEW YORK DATE: 10-101-2024 o A U RAL TALGAT ARCHITECT 436 7th STREET ei GREENPORT, NEW 'YORK 11944 BUILDING PERMIT SET v �, °�R°3 .�oQ (631)477-8963 STRUCTURAL 2 STANDING SEAM SIDE PANELS ALUM I NUM ROOFING ON 3/4'" PLYWOOD I � CASED STRUCTURAL CASED STRUCTURAL BEAM BEAM 2' EXTERIOR ALL - 3x8 ROOF COLUMN CASED _ 3x8 ROOF W 2x6 ® 16" or, N�V 5/4' - = JOISTS W/ 3/4" TRIM in JOISTS 24 O PLYWOOD ONI BOTH ; Or, r- ® 24 O SIDIN SIDES W/ SIDING r- 1' r SIDING PLYWOOD WALL 5"x5"x3/8" SQ 'STEEL z BEYOND Q COLUMN GAS''>ED YV Q 5/4"' TRIM 10" THK CONCRETE FOUNDATION W/ STL EXISTING 36' REBARS AND ANCHOR BOLT'S ON W x l b" POOL L CONCRETE FOOTING W/ 3#5 REBARS ••• L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � CONTINUOUS 36" BELOW GRADE a--M U - P, 0 "R wl�H E L E V JAI' I 106' Im,vo ILDHOG Looking from the pool SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" 12" OVERHANG IO' ROOF STRUCTURE SIDE YAtRD LOW WALL OffTHK 36" HEIGHT VERIFY W/ SET_ gAcGK OWNER, WOOD FRAMED WALL ON 10 THK ?(a) o P�GG1=55G�RY CONCRETE FOUNDATION ON 8If 10' � STRUGTU)RE —GONGRE70OTING 3'-0" BELOW GRADE SIDE YARD - rn SET- BACK 70 AGGES5ORY 5"x5"x3/5" 50 STEEL STRUCTURE r I COLUMN CASED N rn 5/4" TRIM SIDING 24" OVERHANG ROOF STRUCTURE NEW PATIO ADDITION �o 5"x5"x3/5" 50 STEEL O COLUMN CASED W/ 5/4" TRIM 7A10 - - - - - - - - - ,] r_ �n in EXISTING PAVER PATIO WEO I 01Z L EVA I SCALE: 1/4" = V-0" 6" THK WALLS LID WOOD FRAMIED 1AALL ON 8" THK CONCRETE FOUNDATION ON 5"x l(v GONG ETE FOOTING 3-0) BE OW I �- G m m X EXISTING 3� I I NGROUND POOL } 24" ( SIDING OVERHANG ROOF m 5TRUGTURE SS HOOD OVER BBQ - VERIFY DIMENSIONS IN FIELD I � In OUTDOOR E A T E L E V A T 10 ��( I KITCHEN I " _ AND GRILL SCALE. 1/4 1 0 Qr 5" 5"x3/8" SQ � \x outdoor 57EEL COLUMN EXISTING PAVER PATIO ' grill _ CASED W/ 5/4" TRIM — — — — —— — —— 10' 1 LOW WAL 8" THK 36" HEIGHT VERIFY OWNER, WOOD -a \ FRAMED AALL ON 5" THK CONCRETE FOUNDATIO ON Wxlb" EXISTING STEPS CONCRETE FOOTING 36 ' r \ UNDERGROUND A5TE WATER L I N FROM UNDERGROUND ELIECTR C, OUTDOOR KITG EN TO 0 WATER AND 6A5 LINE FROM Lxtj I T E "P L A RESIDENCE vi RESIDENCE TO t)UTDOOR LM EU KITCHEN EXISTING DECK SCALE: 1/4" = V-0" NAK10' RES" I� rn m SLOPE WATER IN N TO PA'k L A [.1k r HOUSE WITH VA V I OUSE EAST MARION , NEW YORK 2n 1 \ 1 -: . DATE: 10 / 10 / 2024 rAj "'�� URAL TALiGAT ARCHITECT ' 436 7th STREET rc- %*I ej) EXISTING RESIDENCE o� GREENPORT NEW YORK 11944 XISTIN .�, 2 40 (631)477-89613 IL- BUILDING PERMIT SET " THK WALL 50L.I D WOOD FRAMED 8"x l6" GONG OOT I NG, "x5"x3/8" 50 WALL ON 10" THK; CONCRETE 36" BELOW GRADE W/ STEEL COLUMN FOUNDATION ON O"x16" CONCRETE 3#5 REBAR CASED W/ 5/4" TRIM FOOTING 36" DEEP CONTINUOUS PIGAL TYPICAL -------------------------------------------------------------- ----------------------------------------------------------- ------ --------------------- ------------------------------------------ — — — — — — — — — — — — — — — — — — — — — — — — -------------------- --------------------------------------------= — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — sink I 8"xl6" GO G FOOTING 56BELON GRADE W/ 3#5 EBA CON I NUOU TYP I GAL YAP, I I . ONT ALPI 505 DELUXE PROPANE ISLAND W/ q0 DEGREE CORNER 4 nC v ( I I utdoor I BEVERAGE CENTER - MA1505-DclOBEV tY I I I N gritI x ccl I ' OUTDOOR K I TGHEN m UNDERGROUN 1 �N� I I ; AND GRILL AREA UTILITY LINES 1�!— 1 I 11 — x5 11 x3/8 SQ 5 HOOD OVER BBQ - VERIFY STEEL COLUMN CASED W/ 5/4 DIMENSIONS IN FIELD TRIM TYPICAL SEE DETAIL G�INS ; L-_-, I-S4 (3)-14 LVL W/ (2)-_ x,13 STL PL _ (2)_14 _ - - OR — STONE TOP FOR _ ' ' W 12x30 L-------- - --� NNN SHORT WALL VERIFY PROVIDE FULL PENETRATION WELDS HEIGHT WITH OWNER AT ALL/ANY PLATE CONNECTIONS TONE TOP FOR (FIGURE FOR 5/5" - 1/2" DEFLECTION) SHORT WALL VERIFY HEIGHT WITH OWNER 2-7'-5" EXISTING EXISTING NEW PATIO N6ROUND POOL PAVER ADDITION PATIO NEW GAZEBO EXISTING POOL STAND I N6 SEA ALUMINUM ROOFING ON 5/4" PLYWOOD 1 12 x8 FASCIA 777777;A 3xS @ 24'� OG I BEAM STRUCTURAL x8 FASG I TOP PLATE W/ 4- 5/8"x6" LAG BOLTS EXTERIOR WALL - 2x6 IMPSON- H2.5 16" GAG W/ 5/4" PLYWOOD HURRICANE CLIPS 50 STEEL COLUMN ON E30TH SIDES W/ SIDING CASE W/ 3/4" TRIM SS HOOD OVER BBQ VERIFY DIMENSIONS IN FIELD = in 0 r r TONE TOP FOR 5HOR7 WALL VERIFY STONE TOP FOR SHORT 00 O O TOP OF FINISHED PAYI N HE 16H WITH OWNER WALL VERIFY HE 16HT WITH PAY6ER5 ON MORTAR OWNER MONT ALPI 505 DELUXE 5ET7I NG BED ON 4" THK LOW WALL TOP O FINISHED PAV I N6 PROPANE ISLAND W/ CIO CONIC SLAB W/ 6X6 10/10 BEYOND PAVE S ON MORTAR SETTING BED, DEGREE CORNER 4 ,S WWM1 TYPICAL ON 4" 7HI< GONG SLAB W/ 6X6 10/10 BEVERAGE CENTER WWM P I GAL MA1505-DclOBEV V � 1 #5 IREBAR CONTINUOUS, 2 5 REBAR GONTINUOU n /� /11 4 11 5/8" x 12" CAST IN PLAG KJ �\ ANOWOR BOLT @ 52" O.G. (TYP.) 10" T'HK GONG FOUNDATION WALL O O ON 00NC FOOTING TYPICAL 5"xl6" GONG FOOTING, 36" CONCRETE BELOW GRADE W/ 3#5 REBAR HAUNCH FOR PAVING CON71 NUOUS TYPICAL SUPPORTE mNm Lm' R G" E 0 bm"h I T E L A IN SCALE: 1/4" = 1'-0" A L A 41 A I NA'v' l R E.- S I '"D" Em INE %fm%o E EAST MARION , NEW YORK DATE: 10-10-2024 ,w��5 Pad TANG •��+�" U RAL TALGAT ARCHITECT 436 7th STREET # •o 0° Q'�' GREENPORT, NEW YORK 11944Al BUILDING PERMIT SET � *�fi,��w�° (631)477-8963 35'-1 I II B51_411 O" THK CONCRETE 5TEMWALL ON 8"xl6" GONG OOTING, "x5"x3/8" 50 5"x5"x3/8" 5 8"xl6" CONCRETE FOOTING 36" DEEP 36" BELOW GRADE W/ 5TEEL COLUMN STEEL COL UMN 52 3# R EBAR 5Y 2" TYPICAL TYPICAL CONTINUOUS PIGAL ----------------------------------------------------------------- ---------------------------------------------------------------------- 8"x 16" GO G FOOTING, i�36" BELOPI, GRADE W/ 4" CONCRETE HAUNCH I GON I NUOU TYPICAL FOR PA\/ING 5UPF'ORT CA w 16"x 16" GONG PEDESTAL "x5"x3/8" 50 UNDERGROUN �,� ON 30"x30"x 12" GONG STEEL COLUMN UTILITY LINES FOOTING 36 BELOW I GRADE — 5EE DETAIL —54 (3)-14" L\/L W/ (2)-3/4"xII3" 57L FL r- (2)-14" LYL m OR L �- ----- W 12x30 � � ------ -i PRO\/IDE FULL PENETRA1ION WELDS i 1 5"x5"x3/8" 5 3Y2" 1 ._III L------------J I'—I 'I 3�2�� IIxS"x3/8" 5Q AT ALL/ANY PLATE COHNECTION5 EXISTING NEW PATIO 5TEEL COLUMN I (FIGURE FOR 5/5" — 1/2" DEFLECTION) PAVER ADDITION STEEL COLUMN TYPICAL m I —4 PATIO I'-4" TYPICAL Em N L A G E D F 0" ou m u m T 10 P"' L Ap' N SCALE: 1/2" = 1'-0" II" 511x5"x3/5" 50 STEEL I " 4 1/2 11 4 1/2 II I" COLUMN GA5ED W/ 3/4" TRIM TYPICAL = (4)-3/4" DIA. ADHE51wE TIE — 12" MIN EMBED 5TL BA5E PLATE, 5E DETAIL5 TYPICAL = O 3/4"x I I"x I I" STEEL BASE PLATE cV O O 5/5 5"x5"x3/8" 50 H55 COLUMN 5 11 16"xl6" GONG PEDESTAL W/ STEEL COLUMN, BASE 8#5 VERTICALLY W/ #4 REBAR STIRRUPS @ 6" OG �LAT� DATA I L 5 1/2 (4)-3/4" DIA. ACRYLIC TIE 10" MIN. EMBED) 30"x30"x12" GONG FOOTIN W/4#5 EACH WAY,36 BELOW GRADE o 0 0 0 3/4"x 13 1/2"x 13 1/2" STEEL BASE PLATE O m _ �- N O O E S T L F U D" k E A I L 3/V II m"I"E um" .. _ . ., ' 1 0 0" N N 5" V A x5"x3/8" 5QE RGED I SCALE. 1/2 - 1 -0 5 4 3 1/2 — H55 COLUMN m SCALE: 1/4" = 1'-0" EASE PLATE DETA I L EAST MARION , NEW YORK CO>RNER GOL . DETA I L DATE: 10-10-2024 gL OF-D Al �¢pL TAIC7 A U RAL TALGAT ARCHITECT 1 " 436 7th STREET oa4o3 GREENPORT, NEW YORK 11944 BUILDING PERMIT SET F��`�� (631)477-8963 FOR R OPENINGS STRUCTURAL REVIEW BY STEVE MARESGA, PE WIND-BORNIE DEBRIS PROTECTIONlaa-O-7 WEST MONTAU< HI&HWA`r, HAMPTON BA1'S, NY IIc14& FOR WALL OPEN I NG PROTECT I ON OF 120 MPH S-SECOND WIND GUSTS ESPHONE CBI -72a c[400 ( MAXIMUM MEAN ROOD �HE I&HT: 559 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY CLASSIFICATION DESIGN CRITERIA: 2 x 6 TIE ® EACH RAFTER DE516N IN ACCORDANCE WITH AMERICAN IN VIEW OF STRAP. SINGLE FAM I L`I' RESIDENTIAL FOREST PRODUCTS WOOD FRAME ICE SHIELD UNDERLAYMENT CONSTRUCTION MANUAL FOR I + 2 FAMILY' HOU5E SHUTTER ASSEMBLY REQUIRED - 24" FROM EDGE HEIGHT PRESCRIPTIVE METHOD .S. FOR PANEL SPANS: 0 < 4'0 WIDE SP;AN �� GROUND SNOW LOAD - 45 P5F. SB -O MAXIMUM FIRST LEVEL - 40 P5F. L.L. APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") I ALTERNATE POSITION OF LIVING AREAS - 40 PSF. L.L. HURRICANE CLIP USE BEDROOMS - 50 P5F. L.L. ASSEMBLY: SIMPSON H3 ATTACHING STRUCTURAL 'PANEL: FASTEN TO BUILDING W/ FIRE AREA WIND SPEED 130 MPH- #IOx3" (W/ WASHERS) GALVINIZED OR STAINLESS STEEL ,a. RESIDENGE: X SEISMIC DESIGN CATEGORY - B WOOD SCREW ® 16 O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM WEATHERING - SEVERE #10 TEE NUTS ATTACHED TO BLDG. W/ #I(OXI-1/2 ( W/ WASHERS) RAFTER TO� UD.- FR05T LINE DEPTH - 5611 MACHINE BOLT @) 12" O.G. 5 - Sd NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY APA RATED PLYWOOD TO GONVENTI OVAL L I&HT FRAME WOOD DECAY - SLIGHT EXTEND TO TOP OF TOP NIS ® 4 PROVIDE OM A ICE SHIELD UND Y ERLAMENT REQU I RED - YES PLATE. EXTERIOR" O.C. AT EDGE OF ALL G O NSTRU G T I O N 5HEATHING. GENERAL NOTES cr 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 NY5 RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. MULTIPLE SECTION A55EMBLY: CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN 114" THICK BOLTS o 2' OG 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENG 1 NEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I(6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE STAIR AND FLOOR OPENING5, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. -PLYWOOD 5HEATHING PARTITIONS, EXCEPT AS NOTED ON DRAWING. TO OVER LAP BOX I1. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE BEAM - TOP + BOTTOM. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM -SIMPSON M5T2'7 FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. A-525 BOLTS, 3/4" DIAMETER. 1 1/2" WIDE - 20 GAGE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND • METAL STRAP ®48" oC. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE ENGIINEER or cr 4- VERIFIED BY GONTRAGTOR(S) PRIOR TO START OF AND OWNER. DOUBLE TOP CONSTRUCTION AND ORDERING OF MATERIALS. TH15 SHUTTER. ASSEMBLY 2 x 6 ®I6 O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A 501L DO NOT BACKFILL AGAINST FOUNDATION WALLS STUDS BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. N.T.5. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT FOR PANEL 5PAN5:4' OR W I DER SPAN THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH CONCRETE 5LA55 TO BE COMPACTED TO c15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 25/52" APA SPAN-RATED 45/24 SIHEATHING GRADE PLYWOOD RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. (OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND 2x4 STRONG-BACK5 ® 24" OG AT ANCHOR BOLT 4 - 8d NAILS -T. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE ON EACH LEVEL OF DWELLING AS REQUIRED BY ASSEMBLY: SUPPORTED BY DOUBLE UPRIGHTS, a.0 FT AND OVER NEW PORK STATE BUILDING GORE. .-SIMPSON MST2*7 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE 1). PREASSEMBLE PLYWOOD TO 2x,4'5:�� # lOx3" (W/ WASHERS) GALVINIZED OR �TA�1DE - iS Goy. MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING. STAINLESS STEEL WDOD SCREW cw 12 O.G. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ NAIL SHEATHING TO SILL PLATE 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT #IOx3" (W/ WASHERE-0 GALVANIZED OR STAINLESS STEEL " Sd NAILS ® 4" O.C. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE ;IR' WOOD SCREW 0 16" O.G. Q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED $ ALTERNATIVE FASTI=NER FOR 5HUT7ER TO BUILDING: 2 - #5 REBAR :'} #10 TEE NUTS ATTACHED TO BLDG. W/ #IOxI-I/2 ( W/ WASHERS) 2 x 6 SILL PLATE CHIMNEYS, 5KYLIGHT5, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. `_ '}'` `'` AND DECKS ETC.. MACHINE BOLT 0 12" O.G. •.•. �, r..:; AGQ TREATED. ,•'?: �.':_` 25. THE NY5 CODES AL50 APPLY TO ACCESSORY W I N D O�V;� GLAZED OPENING SEE FOUNDATION DWG. 'M i',;:ti;'. 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. "• •�V''' S/8" x 12" A.B. ®48" OG. - FOR DESIGN. y,y,yy... : w/FENDER WASHER' 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIIND LOAD PROTECTION 15 R,EG>,URED FOR ALL GLAZED AREAS. '.�:;.; c::,f, II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE IN ACCORDANCE WITH LARGE MI551LE TEST OF FOR THE INSPECTION OR SUPERVISION OF A5TM E Iga6 AND OF A5TM I88(6. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS EARCONNECTION AND LOCAL Z CONSTRUCTION PROJECT.ON NGANDBU I LD I NG CODE COMPLIANCE -F IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN SH PANELS TO BE HARDWARE PROVIDED. FASTENERSRTOINDONS BE DESIGITH NED TO CRITICAL LOAD PATH SHALL T A BE RTHE RESPONSIBILITY OF THE ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY W/NY550 CHAPTER #2504.c1.6 PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d o 4" NAILING SCHEDULE DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGE5 AND 6 d a 12" o.c. BETTER. I NTERMED I ATE. TAKEN FROM 2020 NY5 RESIDENTIAL CODE (A10) 2. ALL SHEATHING TO BE APA RATED, F-XP05URE I, 5/5" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARGHITEGT. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 3. ALL 5UBFLOORIN6 TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE ................................................... ... RAFTER/TOP PLATE 3-I661 (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CEILING JOIST/TOP PLATE 4-5d (TOE NAILED) NAIL PLYWOOD 5UBFLOOR TO FLOOR J015T5. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CEILING J015T/PARALLEL RAFTER 8-Ibd (FACE NAILED) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o CEILING J015T LAPS OVER PARTITION '7-16d (PAGE NAILED) WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDDER COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. In BLOCK IN&/RAFTER 4-Sd (TOE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o <.IO ° RIM BOARD/RAFTER 4-16d (END NAILED,) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC. GPI SERIES WOOD-I-BEAMS AND LVL TOP PLATE/TOP PLATE 2-16d (PAGE NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND jai cl TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) a 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE SEARING STIFFENERS INSTALLED STUD/STUD 2-I66d (PAGE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB GABLE ROOFS - HEADER/HEADER Ibd (PAGE NAILED) 6. DOUBLE FRAMING AROUND A OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT A LOAD AND - 6d E NAI ED L N ALL L ALL o �Io TOP or BOTTOM PLATE/STUD 3 I ( ND NAILED) stairs etc. ) OR A5 NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" BOTTOM PLATE/FLOOR J015T 3 Ibd (PAGE NAILED)' LVL RIM JOIST SHALL BE REQUIRED AT FLOOR o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF a BRIDGING/JOIST 2-IOd (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. h BLOCKING/JOIST 2-I0d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. lo° o �45 ° LEDGER STRIP/BEAM 4-I6d (PAGE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS 0 12" O.G.. BAND J0I5T/JO15T 3-16d (END NAILED) �jh 3 BAND JOIST/SILL or TOP PLATE -Ibd (TOE NAILED) a. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S. GABLE ROOFS PLYWOOD ROOF DECKING 5- ®4" O.G. EDGE5, C�8" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE o O IO° o (45 ° STRIP 5HEATHIN6 Sd ER�(ONE/RAFT CONSTRUED AS A CONTRACT BETWEEN BUILDER AND Io < o �3o PLYWOOD WALL 5HEATHING Sd o4" O.G. EDGE5, ®8" O.G. FIELD ALL EXTERIOR NAILS SHALL BE GALVANIZED. OWNER. PROVIDE 8d COMMON NAILS ® 4' O.C. PLYWOOD 5UBFLOOR DECKING 8d @6" O.G. EDGES, ®12" O.G. FIELD AT HIGH PRESSURE ZONE - 6" O.G. _HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. N % IOo< 0 <,so 0 uALA %ZW m PROVIDE 6d NAILS ® 4" O..C. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. EAST A I N, NEW YORK NOTE : ci = 4 FT. IN ALL GASES DATE: 10-10-20.24 COMPONENT AND CLADDING PRESSURE ZONES CIA f4��` J�hi, TAlG9r��F�4 URAL TALGAT Ara ARCHITECT Sf% T R U I�U R A L [mm 0 T E S 8 11 E E TI-001 I L S !�.� 436 7th STREET � F��o� GREENPORT, NEW PORK 11944 BUILDING PERMIT SET 10-10-202 (631)477-8963 JUL I01626 Bufldfn D I � 1 _�s I r "' Wti }'� ti P,. `,�� '� ,r J ► .Fair' � �^ `_� r � '�� .- � ram--_�-__� �-�, _�'_ rr l - r ,� �� . „ r _� �.. l �,. � __.. -� r r- .�-- _ � �-___. r ��- c ., y .� �� !� ,.� �- �..� S" A P R 4 2025 ' t Y 4 A PR 4 2025 �1 Y r 1 f.- lb 414 fF +R Ilk 4 al Aff— -•SptOb - t ECE � � E t �I r A i E c E W E J U L 3 1 2026 r Building Department Town of Southold It , � .. .'4 ., ayThQr",1 i• i_). .:YS �. .i I �i