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HomeMy WebLinkAbout51274-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 51274 Date: 10/10/2024 Permission is hereby granted to: Richard A Antunovich 86 Inlet View Path East Moriches, NY 11940 To: demolish (as per Town Code definition)and reconstruct a single-family dwelling as applied for per DEC No Permit Necessary letter, Trustees Non-Jurisdiction letter, SCHD &ZBA approvals. Premises Located at: 1845 E Gillette Dr, East Marion, NY 11939 SCTM#38.4-26 Pursuant to application dated 08/06/2024 and approved by the Building Inspector. To expire on 10/11/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $1,738.88 CO-RESIDENTIAL $100.00 Total $1,838.88 Building Inspector -- �ratr TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htL/—/www ()nt-hQlcit:oatrtu Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. , Building Inspectore _ AUG,, 0024 Applications and forms must be filled out in their entirety. Incomplete BUILDING DE PT. applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. �F ' (?T -� Date: July 9, 2024 �w_.. ... -... . ..._w._...�--��w.... OWNER(S)OF PROPERTY: � N Name: Anne & Richard Antunovich :ISCTM-#1000- 38- 4- 26 Project Address: 1845 East Gillette Dr, East Marion NY 11939 Phone#: 631-495-3231 1 Email: arga7380@gmail.com Mailing Address: 86 Inlet View Path, East Moriches, NY 11940 CONTACT PERSON: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59@hotmail.com DESIGN PROFESSION AL AL INFORMATION: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Ema;!: ural59@hotmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email. DESCRIPTION OF PROPOSED ._ CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair WDemolition Estimated Cost of Project: ❑Other $ 500,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ®Yes []No 1 A 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 *No IF YES, PROVIDE A COPY. R Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION 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,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(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 WAuthorized Agent []Owner Signature of Applicant: Date: �,�� STATE OF NEW YORK) SS: COUNTY OF 5� o I,�L---) 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 " tray of L 1 20� Notary Public PROPERTY OWNER AUTHORIZATION jW � � � (Where the applicant is not the owner) I #4 Suffolk 00W*;l*2 I , � 7�����" ���� �.✓�P9�"°;��°"� residing at " do hereby authorize Ural Talgat to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Da e Print Owner's Name 2 END PLUG OR STOPPER DISTRIBUTION BOX INDOORS OUTDOORS >rw a IEgr, rM AI PIPE HOUSE OWiS CONTROL PANEL FINISH GRADE POWER IN NEMA 4X ENCLOSURE GROUND RESIDENCE FIRST FLR EL 13.4 FT ATTACH PANEL TO MCA WOOD PANEL ATTACHED TO MCA 4"X 4"POSTS - PANEL 1 LUG ugoF uN CHAMBFR Velume el 1mY!mlm.umtYsovraE ,-,- N 4 2 3 7 5 6 POST DEPTH 38"MIN BELOW SURFACE Q O GRADE LINE ELEVATION 12.0 FT. AnReTDbDF!I Chamber 39r 1 1 4 PROVIDE SPEED LEVELER NO FIELD '°vrwuntl Anaerob"F�Ivalum Chmnber 396 """jjjj°' ON EACH OUTLET CONNECTION ner°b,,t,�°m�, dnaa�w\roamher lxl - 30°ELBOW FROM owns PROVIDE TWO 20A, 2#12,#12G IN SCH 1a12 1012, II sINLETv �'ouner nvE ywra eO,amhr 9�� 15 A POWER FROM PANEL «-I •`•-••" ••-•• ° W 1-POLE CIRCUIT 20A 80 PVC CONDUIT a12G 20 DIA HDPE SECURE HEAVY POLYLOK v A` ,A Dlslnfe<tnn Chamber a USE BREAKER AIR COMPRESSOR ENCI OSURF. io TEACHING POOL BREAKER IN HOUSE zoA GONERS TO GRADE AND SAFETY SCREENS Total Volume 1069 j POWER PANEL GLEAN OUT POWER LINE TO FLOAT W/RASE 2a,B AND VENT BY POLYLOK (TYP) 60°WYE 1a1z, 2a1z, �Evv,uENr SPECIE IfgiluNS AIR LINE TO = a12G a12G INLET EA © Aasembie Md,a PP/PE F,IIm Rale 32% AIR LINE FOR ALARM TREATMENTTANK d BnvdT Aerobic Media PVC/PP/PE Filbn Rate ITo Nvu 15APOWERFORCOMPRESSOR MATERIAKFTYPEI DUPLEXRECEPTACLE 2.O' CAST 24" DIA HDPE SECURE HEAVY POLYLOK gerobic Med"u PP/PE Fill�n Rate 55°0 Flower ?6 efm USE BREAKER AIR J .r.eE RP ErowovEelsr.ITT IUEINBuc oP MNCI B A .. PVCIPP:Po- WEATHERPROOF Wt INSTALLED IN COMP O PPE COVERS TO GRADE AND SAFETY SCREENS ENCLOSURE EXT. THRU Auecs Cmen Plain.R a.I Iron ; DISTRIBUTION BOX � FINISH GRADE BY POLYLOK (TYP) 20" 1 HOLE HEAVY POLYLOK PLAN VIEW E Ofsoneomnt I ae�aat enmroerame,< t NTS tu FOUNDATION NOTES' GRADE LINE D-BOX Al 5011-R RISER TO GRADE �`"r r� w,.„oN ; SEWER LINE CLEAN-OUT 1.PROTECTALLABOVEGRADEANDBELOW OWiS Z „MNHaEI P „Mµq°,E NNq°,EmP RI °N�I / M Q ELEVATION- I1.5 FT. GRADE LINE 4' MAX. DETAILS GRADE WIRING W/MIN.SCH 60 PVC CONDUIT �• MAC 100 BLOWER DETAIL L N �rMEou BLOWER AND PANEL DETAIL SINGLE LINE DIAGRAM ALARM PUMP ELEVATION GRADE LINE O N FLOAT EFFLUENT FLOAT 'I1 SWITCH PUMP SWITCH 1�Lj ± I I.4 FT. ELEVATION±11.I FT. ERDEI FUJIGLEAN II ® E-.�NASSEMBLY DWELLING LIE. SIDOR- 5 GEN 1 4 DIA 5DR-55 tLEACHINGTOP OF POOL + 10.1 IE. +10.5' IE. +10.33 IE. +q.11POOL USES PUBLIC WATER BOT OF POOL + 6.1 SF,CTION A-A VIEW SECTION B-B VIEW N/F Tanzi Vito 5' MIN NOW OR FORMERLY GARDINERS BAY COMPANY GROUND WATER + 3.1 FUJI CLEAN CEN7 N/F Trieu-Tanzi Lena 24.6 55.5' 3' MIN S26°36'30" E 100.00' SEPTIC PROFILE- (N.T.S.) NEy'� DRYWELLS (DW) Y � �- - - - - - - - - - - - - < - - - - - - - - - - - - - - - - - - - q GONNEGTED TO ROOF d PROPOSED NEW GUTTERS AND DOWNSPOUTS DW 1 t w LU LANDING AND N TEST HOLE TYP I GAL w O STAIRS I .. NO SCALE 8x4 - - - - - - - 10 BY MARK McDONALD GEOSCIENCE m 0j 10- - - - - - - - - - - - - - - - - - - - �- p O y�1�L c, SOU -PORTION OF EXISTINCG FIRST SOUTHOLD, NEW YORK 11971 O T � i__________1 N FLOOR EXTERIOR OUTDOOR TEST HOLE DATA 4/5/24 DRAINAGE CALCULATIONS E ��O I I TO E REMOVED ELEV. + 9.5 11 w rTi I NEW SECOND FLOOR 1' DARK BROWN LOAM OL AREA OF RESIDENCE _ III I Z O I I _ I ; ; ; ADDITION OVER 3' BROW DRY WELL AREA x RAINFALL x RUNOFF FACTOR EXISTING FIRST FLOOR N CLAYEY SAND SC 1,543 SF x (2/12 FT.) x 1.0 = 258 CU. FT. 0�- EXP . . . .. . O USE (2) 8' D I AMETER x 4' H I GH POOL 00 A . ► B .D:R�00M* . I 6.4' PALE BROWN FINE SAND SP .--.T .. -� .. EXISTING FIRST FLOOR m (2) V X 4' STORM DRAIN RING= 331.8 CU. FT. IS' �.: : : •:. .::RFESIDI .C'E.:: ::. . ;' ' EXTERIOR OUTDOOR WATER IN PALE - PROVIDED REQUIRED 13 BROWN FINE SAND SP PRINCIPAL - �_ . ." :•`.'.�" :., ,:':. ; ; . . ...: .. : :. __ DECK TO REMAIN 55-1.8 GU. FT. > 258 CU. FT. STRUCTURE E COMMENTS: WATER ENCOUNTERED 6.4' ISO FT. RADIUS: NO WELLS FOUND SIDE YARD RE�CONSTR ICT .D :: : :: :".; . : : I PROPOSED NEW BELOW SURFACE I SEGOND FLOOR Cleaves SETBACK ; • ::: •No:� 1: .4.5 :::,:`: :: :::, ::�•: • I LOT COVERAGE TABLE LP - . : . : : ' : '% .. .: . I EXTERIOR OUTDOOR Point SITE AREA TOTAL: 10,000 sf 5x4 % : . E:;FL:. .I 4.. .. I DECK BLOWER AND PANEL I I .I " _ I---i STRUGTURE5 EXISTING PERCENTAGE PROP05ED PERCENTAGE PLAGED AGAINST HOUSE +12 EO ---- 1 p' Road RESIDENCE: 1,480 sf 14.8 Y 1,480 sf 14.8 Y FIRST FLOOR DECK: 2-15 sf 2.15 % 215 sf 2.15 % EX I STI NCB SEPTIC ' :' PRINCIPAL COVERED ENTRY: 0 of 0 % 65 sf O 65 % SYSTEM TO BE 5' _ STRUCTURE REMOVED min -'-I, :: ; . SIDE YARD DWELLING TOTAL 1,755 sf 11.5 Y 1,515 sf 15.15 DWELLING LP % SETBACK USES PUBLIC WATER USES PUBLIC WATER Sx4 TCH .D'_ .: :: N/F CYNTHIA WOLF FLOOR AREA CALCULATIONS _ 1-ST; VV/F DAVID WOLF SITE AREA TOTAL: 10000 sf N/F Pappas Athanasios / P t \ : C/ F :. AR4G I0 1 ' N/F Pappas Frideriki - EX I 1 G.; fif4� ' 'E. L:°'I.}'•� : / V In 5TRUGTURE5 EXISTING PROPOSED \ LP Residence Ist floor: 1,450 sf 1,450 sf ELEGTRI C LINES W I I .S+ +I I •rJ I 1 +I I .0 Residence 2nd floor: 0 sf 1450 sf TO I OWTS O 10' PROPOSED NEW � z N V �O LP 0 � GOV�RED ENTRY � O O v _ Q � I� 5x4 +I I .I min TOTAL 1,450 sf 2,a60 sf PROVIDE REINFORCED TRAFFIC M � �0- ,\ � ���CH (C S �f)- - - - OO IL M M < V BEARING PRECAST GONGRETE N -- TEST HOLE 0 �. Q w �- COVERS OVER ALL NEW ° �nW EL +a.5 MAX GROSS FLOOR AREA LEAGHING FOOLS TYPICAL EX 1 i E �� O Q z d SITE AREA TOTAL: 10,000 sf (AASHTO H-20 LOADING) Z LP \ DB �\ �8X4 iL IL O / +I I •4 v h0 Allowable gross floor area: 2,100 of GOBBLESTONE 1 _COBBLESTONE1EW GLANOUT AND VENT 0- z +10 � �• (X Existing gross floor area: 1,450 sf CURB CURT -I I-- !� l �. + C77.00 Proposed gross floor area: 2,15160 sf 0.00' Y �� N 2 6°3 6'30"�/ Proposed building area total: 2,Q60 sf Proposed building area increase: 860 sf, 40.g5% EXISTING DRIVEWAY - EXISTING 0 - � � �� ASPHALT SURFAGE TO BE - REMOVED, PROVIIDE NEW CGRAVEL 10 pavement edge EXISTING ASPHALT DRIVEWAY TO BE REMOVED, SURFACE PROVIDE NEW SOIL AND LAWN SURFACE S"h I T I E ffi[Du A" m"I A NEW ABOVE GROUND UTILITY LINE SCTM # 1000-38.-4-26 PROPOSED NEW IA OWTS SEPTIC SYSTEM East Gillette Drive FROM UTILITY POLE TO HOUSE PROPERTY: 1845 East Gillette Dr ADDRESS East Marion NY 11939 FOR A 5 BEDROOM RESIDENCE EXISTING EXISTING UNDERGROUND WATER OWNER: Anne Antunovich - NEW FUJIGLEAN GEN-7 TANK (FC) UTILITY POLE LINE FROM PUBLIC, WATER Richard A Antunovich - NEW DISTRIBUTION BOX (DB) �� - NEW GLEANOUT AND VENT O 86 Inlet View Path - NEW BLOWER AND PANEL DWELLING AT East Moriches, NY 11940 - NEW (5) b' DIA x 4' HIGH LEACHING FOOL (LP) USES PUBLIC WATER . �_, SITE: 10,000 sf= 0.229 ac - FUTURE LOCATION FOR (2) O' DIA x 4' HIGH N/F Buskard Donald A ���s ,`y `\' �� ZONING: R-40 Residential �. LEACHING POOL (EXP) � I � SURVEYOR: Michael W. Minto, LSPC O i 87 Woodview Lane Centereach, New York 11720 / License # 050871 P L A On r DATED 1 / 9 / 2021 SCALE: 1 10 0 � / TO N.A.V.D 1988 DATUM ELEVATIONS ARE REFERENCED AkNTuimOVIGH RESIDEINECE EAST MARION, DATE: 8-5-2024 NEW YORK / P. 00%. CoqR " REVISIONS DATE: 10-9-2024 TAI�'y�j�,C� r U RAL TALGAT ARCHITECT BUILDING PERMIT SET 8-5-202424 4367thSTREET SCDHS SUBMISSION Record ID. R-24-0710 QR4. 1`I�OQ GREENPORT, NEWYORK 11944 (631)477-8963 DN EXISTING EXISTING EXISTING EXISTING BASEMENT BEDROOM BEDROOM LIVING EXISTING ROOM EXTERIOR DECK EX15T tEA MEGHANIGAL XIS EX15T EX15T ROOMCIL 'E EX15T EXIST EXISTING EXI5TING (all BEDROOM BATH or EXISTING EXIST LAUNDRY �ZNAGE MECHANICAL PUBLIC EX15TX15TINCG SEPTIC ROOM WATER C� LP LINE LINE IN UP A H OUT DN N/ 6 EXISTING " ENTRY LANDING w m z_ EXISTING 6 -� CRAWL DN " EXISTING 5PAGE K I TGHEN v DN IL DN ELECTRIC, PANEL EXISTING EXISTING GARAGE GARAGE SLAB ABOVE r' 0 Oft C N "N' I I 'dank' ft 0 &v% AW 'M Imu [ASEMEIM I FLOUM rLm' N FlKb I FLUvR "V% L A ImLmm A I s'a u --I - u1mb SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" m At 1111b F L A 0 0" Fw%Z r P L A No EXISTING RESIDENCE FLOOR AREA: 1,480 sq ft Alm - l - umlm" 0Vl %o,%oH R "" IDEN ' � EAST MARION, NEW YORK DATE: 8-5-2024 U RA L TA L GAT ARCHITECT y 436 7th STREET oz4u Q� GREENPORT, NEW YORK 11944 631 477-8963 BUILDING PERMIT SET 8-5-2024 aF.�,�N c � 1 1 NEW 8" VIA GONG NEW EMERGENCY FILLED SONOTUBE w/ EGRESS WINDOW CX 14 NEW BILGO "ScapeW POST BASEE, EL N ,56" EXISTING FOUNDATIO Emergency Egress Window POST BeII - 4045-54" WITH 1 ZBYPI AL RAREE W DOME COVER —NEW-F2}-2x8— I emergen y ����— exit I aroov4oy CX14 — — — — — — — — — — — — — — — — — — — — — — — — — — — — II REMOIED�TYP 5 NEW 6" VIA GONG EXISTING I FILLED SONOTUBE W SIMPSON ABA66Z Li 0 I BASEMENT POST BASE, 36" 80" EXISTING I BELOW GRADE 77 -z ( 1 CEILING HEIGHT -z I TYPICAL IV?X I lei..X NEW I lU NEW POST NEW 5x3 1/4 STEEL EXISTING lu EX I S n ABOVE COLUMN N 50" 50 x 12" STEEL S HD= MEGHr�N�G,4L I I 3� DEEP GOI G FTG , W/�(5) COLUMNS EXISTING WALLS y�A�R 1 I #4 EACH WAY, SET 4 TO REMAIN EATER ROOM1 I OFF BO OM, TYP REMOVED TYP�I —— — — — II � I (3 2x8 EXISTING BEAM _ I(3) 2x8 EXISTING BEAM — J II � I II I I I I I 01 N W 1 �Ip NEW x3xl/4 STEEL COLUMN ON V 13 ST IRS X 30" 0 x 12" DEEP GONG FTG , E �-'�1 I I m ® W/ (3 #4 EACH WAY, SET 4" 1 XISTING WALLS -1 �- OFF BOTTOM, TYP REMOVED TYPE I L — — — — — — EXISTING DECK STRUCTURE _ _ _ � ® — n I ABOVE TO REMAIN - r 7 ( I I I I PROTECT DURING cVl UP 1 I EXISTING WALLS CONSTRUCTION �REMOVED TYP LF I I I m I I NEW 2x4 FURNACE , I i WALL ISEPTIC I PUBLICI LINE 1 m 1 I I WATER UT landing DINE IN — — — — — — — — - - S FILL EXISTING GRANL EXISTING FOUNDATIO SPACE C I - - - - - - - - - - - - - - - - A8 Xx I i NEW 8" THK GONG FOUNDATIO I WALLS ON 8" THK x 16" GONG FOOTING W/ 2#5 REBAR CONTINUOUS TYPICAL NEW TERRAG I 2" THK STONE PAVING ON 3/4" i - D THK GROUT ON 4" THK GONG _ _ _ _ _ _ _ _ _ _ SLAB W/ bxb, 10/10 MM ON COMPACTED SUBGRADE EXISTING A8 GARAGE 5LAB A BBo1lE A7 A7 a-- Im M qm% LAI BA!'J"o E M E T F L 08" tww** rjmb' P SCALE: 1/4" = V-0" FLOOFM1.0- PLI'Alm, COME A N U 0 V I L'o L'-Jl R�t %0%'mv, I D N EAST MARION, NEW YORK DATE: 8-5-2024 p A94 1 REVISIONS DATE: 10-9-2024 r"`c� U RAL TAL AT ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 BUILDING PERMIT SET 8-5-2024 631 477-8963 `� r - - - - -- - --- - � EXTERIOR WALL NEW SIDING ON 15# BUILDING PAPER ON 5/8" EXT. GR. PLYWD NEW LANDING A 1 I EXISTING ON 2xb STUD5 ® 16" Or-, Al R-la STAIRS TO RESIDENCE I EXTERIOR DECK INSULATION, TYPICAL U I TO BE REMO\/ED ('1- I I " ' " _ I'-9" FT — landing I I H555x5x1/4 I _EXISTING DECK 5TL.GOL. I` STRUCTURE AND CX14 CX14 TW26310 I TW21056 21056* FWG6061 1 21056* TW21 56* (2-5TORY) I DECKING TO BE (5) a 14 LVL (2) 4 1/4 LVL I REMOVED (3) Q I/4 LVL I O BATH `- � new flooring on D O (V 0 POST POSTE existing u( (3) 2xb (2) 2►cb floor deck i TV T- m POST H555x5x!/4 (LSV) structure ~ ® XI (5) 2xb BRACE TO SUPPORT 11/10 tt LO -7 ts- o BEAM AND 1 w In i _ m N � BALCONY ABOVE 5D/GM 36x8o (4 xb xbb LONG 10/1 6 x48 pocket N CASED 5TRUGTURAL V I door �0 ( U BRAGS) W ENTRY O q�+ 1 O �n I STAIRS TO DECK �EDRO M 59/G NEW P05 �� JI _ new floorin on - m L� (4) 2x4 H555x5x1/4 ® existing flo r °o X 0 0 3'-6" ®� STL.GOL. (V deck stgruct re m ��m ,�+� �y+� m O (2-STORY) P.T. 3 2x8 B BEAM iL z 4j _ DN ry O z ��� (5) 14 LV FLUSH I O N N0 O - L.I\/I NG � 2x8 DJ v washer AREA v - ® 16" OG ~ and w g on ne floorin " PROPOSED NEW N Q - EXTERIOR DECK lU rt I m dryer — — O N O existin f loor ABOVE 0 m i _ — SECOND I deck structure N .x — R I to �8 II - o_ I> _ N EXISTI G r POST ' O � E TRY (4) 2xb P05T EXTERIOR DEGK = i L O WALK I N 5T IRS i -V o 60 CLOSET i (3) 2xb existing deTer k on O UP P ST LOAD BEARING existing POST- - (5 J2xb +� WALL ABOVE j o structurea o G remain (5) 2xb 1 �i UPS i 6+� ��� I C p m ` m (5)-14" LVL W/ (2)-5/4"xl5" F P. P05T (3) Q ! 4 LV landing x8 ) 416x8 U (4) 2xb P.T. (5)-2x8 BOX AM CX14 CX14 CX14 TW21032 — — — -r'_2" v V 5'-'7" LOAD POST (2) 14" LVL M POST �OLT BEAM TO WALL W/ (2)-3/8" FLUSH LAG SCREWS ® Ib O/C (EACH STUD) pi O V O kitchen E EAINRI LL U) ' COVERED island � n® „ X- NTRY PORCH b'xb' ABOVE XISTING STAIRS N -7y2 ® TO BE REMOVED P05T typ (3) x10 *2 X& 14" TJI 560 FJ ® Ib" OG SINK00 CONTINUOUS I'-I" o - - - - + ►�+�£Ioor�ag a KITCHEN _ _ _ _ - _ C ELECTRIC AL LEGEND � J existing floor P05T (4) 2xb WITH m new landing, ( ._I o deck structure A8 5D/G SMOKE $ 00 DETECTOR i GAL STL TIE 1 bluestone on 4" i DOWN TOP AND m thk cons slab W�0 REF X 4 SIDIN IDING WALL + cook counter NE S ON 15# BUILDING BOTTOM TYPICAL �b counter top top top PAPER ON 5/8" EXT. GR. PLYWD i ON 2xb STUDS ® 16" OG W/ R-la DN INSULATION, TYPICAL ELECTRIC PANEL POST NEW TERRACE (5) 2xb D 2" THK STONE PAVING ON 5/4" - - - - - - —&ARASr - - - - - - - - THK GROUT ON 4" THK G NC Q 0 existing A8 SLAB W/ bxb, 10/10 MM�oN I tu Q concrete slab POST i COMPACTED SUBGRADE i �_ U- (5) 2x6 - I OLU X A B m Iuj< 14" TJI 560 FJ ® I6" OG A7 A7 I z O CONTINUOUS POST (2) 14" LVL FLUSH (5) 2xb CX14 CX14 CX14 PO TJ 20'-1" (3) 2 6 AA FIRST FLOIAgm." R PL M"' N- SCALE: 1/4" = V-0" AIA FLOO , % P L An .AN � Ur- w0V1j0% " EAST MARION, NEW YORK DATE: 8-5-2024 REVISIONS DATE: 10-9-2024 'CARED ARC , " TA 0- U RAL TALGAT � � � ARCHITECT 1 436 7th STREET yo4r GREENPORT, NEW YORK 11944 OF (631)477-8963 BUILDING PERMIT SET 8-5-2024 �' EXTERIOR WALL NEW SIDING ON 15# BUILDING PAPER ON 5/8" EXT. GR. PLYWD ON 2x6 STUDS ® 1611 OG W/ R-Icl INSULATION, TYPICAL &UTTER TIED TO II'-loll III-loll 2I'--1" DOWN5POUT5 TO UNDERGROUND DRYWELL I'-I I" '� SAFETY "TEMPERED" I H555x5x1/4 GLASS i I X14 CX14 TW 6310 —— - — — — — — — — — — ] C— — — — — —� ❑ ❑ TW21056* TW21056* TW21056* TW21056* TW21056* TW21056* STL.GOL. I I Ir / (3) x8 '/,� / / / 2) 2x8 3 a I/4 LVL l2-STORY) m l ( ) (5) "1 1/4 LVL I I I I I L III I ? freestanding y Cl I J I I I L ] BELOW I I I ROOFING: ASPHALT SHINGLE % tub 28"x60" I t O NEW P05T N I I I F I I ROOFING WALL REQ D (3) 2xb 1 1 FLAS,HIN6 ON 50# BLD6. O p I I'-3" I r p 0 1 I PAPER ON 3/4" THK. PLYWD. ;y I z ROO BATH ® 0 SECOND FLOOR o —J ® - (31 ° - - SITTING ROOM T & ® i 1 5D/G w in - " I II II n n I I I KNEE WALL V 2 -2xl ON&BAGK ow = 10 x v S2 -2x10 STRONGBAGK ON GJ 6x48 �shelvesi - — I J RID6E VENT _ ON GJ - SEE SECTION !; „ _ ° N - SEE SECTION A/A7 r' v cX n I A/A7 32x80 x x I ° L° 5D/G pocket N H555x5x1/4 I I I = I o Q TTIG HATCH door L O / - o o N ABOVE 24"x5b° I -' + O p� STL.GOL. 1) 14 LVU RIDGE n m m (1) 14 LVL RIDGE (2-STORY) — — — — — T-i - - - - - - - - -�-- -- - - - - - f N\-\ /ALLEY // I X v r v i v / o _ o > o PROS OSED PROVIDE i�PROVID �VALLEY u? FLASHING _ p «i I I = I p° ® ��- ' SECOND r _ � 4 FT HIGHp- FLA5HI TYP \ \/ I I - - !X "� ryI I KNEE WALL Q 1 4� � OOR + QEXTERIORZ11 ♦ rx + O' �- `n DECK OUTDOOR ROOFING: ASPHALT SH N6LE \ \ I 4 FT HIGH O �' G� N TO 7�2x10 RR �- o RAILINGROOFING WALL RE 'D WALL KNEE WALL FIRST � ® I6" OG -yi 1 N deckingTYPICAL FLASHING ON 30# B G BELOW \ nI v r N R N f wilt on top � ® 16" OC.2XIO RR to matchPAPER ON 5/4" THK. P YPO. \ I I I ♦ 2 -� E O I of RR existing - - -F / \ \ 2xl RR 2x10 RR /® I " OG ® 16" OG (4) 2x6——— - \ IP05T TOr - - - --- - - �— -I- -- . 16.75:12 7.75:12 (2) 2x10 ` I �S cv v vPOP 1 GUTTER TIED TO % / DNI� � RIDGE N '( I y y Jam/ DOWNSPOUTS TO `�"" ♦ landin I 1 CX14 CX14 g 5) a I/4L\ I�-. — I / L - - - - � - - - -i C - - - - - UNDERGROUND / -- -------- ----- / I C — — — DRYWELL r' - - - - - - - - - - - - - � I - i (2)— I b sllddoor POST I LOADS POST LOAD r m I I I I (3) 2x6 BEARIN&I (2) 2x6 BEARIN6 I GUTTER TIED TO I I I ROOFING: ASPHALT 5HINGLE I WALLI 1 WALL DOWNSPOUTS TO I ROOFING WALL REQ'D I I 2x10 GJ a lb,. OG n UNDERGROUND I RIDGE VENT 2x10 RR FLASHING ON 50# BLD6. 2x10 RR ® I6 OG " DRYWELL i PAPER ON 5/4" THK. PLYWD. ® I6" OG 1 .r C I I I � t I A8 - -�- - - - - - - - - \ \ 16.?5:12 7.75.12 1 I ` 16 q" Kw I\ \I\\ verif y verify I I A , K IF E HIIS LL Q BEDROOM _� \\\r \ PROVIDE VALLEY I I � I — _ FLASHING rrr I I Al 1 GUTTER TIED TO I " LL\ 6(4) 2x DOWNSPOUTS TO U \ \ i' A O POST TO ND ROUND I (V \ \ SEC01 L I _ _ — — N /� ^ RIDGE • UNDERGROUND EDRYWELL I \ \ — I L Ncn O x o >�e� .,1 ��L X PROVIDE VALLEY \ N of I I - FLASHING TYP �\ — — — " D cv LVL v O < "IPTIT V ° ® `� D SCALE: 1/4" = 1 -0�� I POT C RIDGE 5� se Ste+ 2) II 7/8" LVL j / \ \\ I (5) 2 6 N " ® lu I �/ 860 N NUOU5 POST v W�A K IN � O CLOSET alk l 1 0 p L (3) 2x6 " ELECTRICAL LEGEND _� n N / / \ \ - � — — — �, sow r 1!) 4 — - A B I I l y/ " I p ry N ® 2xl ® I b" OG I -- O L7 '� O= dJ LL \ \ 1 ' ^� BATH I n ® r / / I BELOW \ \ I GUTTER TIED TO 5D/GM SMOKE GO DETECTOR r = 2x10 RR ® I6" OC t' A7 A7 I L_ _ 1— -_ -_ - DOWNSPOUTS TO A7 ry -1 J / \ r i 2xlo - - / 16.7 12 I6 \ — \ UNDERGROUND RR a - ve i verif DRYWELL - I6" OG 'I y — — — — — y — —� I\ i shelf 2 12x8 (V CX 14 �v y > ve 4 FT HIGH 4 FT H16H — KNEE WALL KNEE WALL 20'-7" U L A GUTTER TIED TO DOWNSPOUTS TO UNDERGROUND SCALE: 1/4" = 1''-0" DRYWELL Fm L Om 0" h R F" L A Rik ME S EAST MARION, NEW YORK DATE: 8-5-2024 'I REVISIONS DATE: 10-9-2024 aF.D > T AL /��� U RAL TALGAT ARCHITECT 436 7th STREET spot GREENPORT, NEW YORK 11944 " I. 631 477-8963 ' BUILDING PERMIT SET 8-5-2024 . .n PROVIDE VALLEY ROOF STRUCTURE AND FLA5HIN6 TYP ROOF TO BE BUILT 50 PROVIDE VALLEY THAT ROOF DOES NOT FLASHING TYP Ix8 FASCIA TRIM ON Ix8 FASCIA TRIM ON PROVIDE VALLEY RAKEEXTERIOR WALL TYP Ix8 FASCIA VV /4x4 TRIM O FRO.I=CT INTO REOU I RED RAKE ry OR TRIM ON FLASHING TYP EXTERIOR WALL TYP EXTERIOR WALL TYP "SKY FLANE" A5 Ix8 FASCIA TRIM ON REQUIRED E3Y TOWN RAKE W/ 5/4x4 TRIM ON ZONING EXTERIOR WALL TYP ROGFINIS. ASPHALT 7 PROVIDE VALLEY PROVIDE FLASHING AT m ' FLASHING TYP ROOF WALL INTERSECTION TYPICAL � 12 5/4 x4 SHINGLE \ LIE TRIM TYP N, SIDING 12 PROVIDE FLASHI AT PROVIDE FLASHING AT ROOF WALL PROVIDE FLASHING AT ROOF WALL INTERSECTION TYPIC 5HINGLE R 611 R 611 ROOF YiALL INTERSECTION TYPICAL SIDING INTERSE ION TYPICAL CX14 CX14 ROOF WALL N 5/4 x4 PROVIDE FLASHING AT I'-3" CX14 TRIM TYP MO �-#a'E 5/4 x4 INTERSECTION TYPICAL E ISTI G TRIM TYP ry - --- — - loo, \ � CHIMNEtrf ;zneoF=INr-,: ASE!HALT 5�H]Ne-`I <� SECOND FLOORSIL FLOOR SUBFLOOR SECOND Ix8 FASCIA TYP Ix8 FA50 I A TYP Ix8 FA50 I A TYP ` - Ix8 FASCIA TYP I, 11-511 FLOOR - II' 21 21 - - 5/4 x4 z = HI SIVNG OVL2026 TRIM TYP m I m CX14 CX14 CX14 CX14 CX14 CX14 6 REMbvE 5/4 x4 EXI�(rING Q Q/ I 5/4 x4 GHINjNEY CORNER — W CORNER 5HINGLE 5/4 x4 II BOARD BOARD SIDING NE O RH D CORNER 5/4 x4 CORNER 5/4 x4 _ I x8 36 O I x 5HINGLE 5/4 x4 TRIM TYP � TRIM TYP G D R �P`RD BOARD TRIM TYP� NeS TRIM TYP !I1 51DING TRIM rm TRIM TYP —FIRST FLOOR }— — — (L SUBFLOOR FIRST FLOOR 1 EXISTING FOUNDATION TO REMAIN EXISTING FOUNDATION TO REMAIN C�R1�D FLOOR EXISTING FOUNDATION TO REMAIN PROVIDE FLASHING AT DOOR AND DECK TYPICAL I I I EXISTING CHIMNEY MATCH HEIGHTS OF ALL I TO BE REMOVED L_- - - - BOTTOM OF FIRST FLOOR - -- --- - ----- -- - - -- - - -- -- -- - -- - - -- ---- I FASCIAS TYPICAL - -- - - - - - - - - -- -- - ---- - -�- --- - I � - - - --- -- ------ - -- - -- - - - - - - MATCH HEIGHTS OF ALL BASEMENT FLOOR— SOTTOM OF FIRST FLOOR BASEMENT FLOOR I I FASCIAS TYPICAL FINISHED FLOOR �———— ——— —— — — - -— ———— — __———_—— — - -� FINISHED FLOOR - - -- - - -- - - - - -- -- -- --- - - - - -- -� wft won, 0 ZA"i" E "m" W E S E L E V A T I N PROPOSED NORTH ELEVAI"100[ Lo SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" o ao 00 0 0 0 oE= oE= _FIRST FLOOR FIRST FLOOR — FINISHED FLOOR FINISHED FLOOR I I I i I I I I I 1 1 - - - - - --- - - - ---- - - - - - - - -- - -� I IL- -- - - - - -- -- -- - -- - - - - - -- - - - -- -� i I I I _ BASEMENT FLOOR_ BASEMENT FLOOR FINISHED FLOOR --- - ---- -- ---- -- ---- -- ------ -- - - -- -- -- -- - - - --- - - -- - - -- -- - - - � FINISHED FLOOR - -- - - - -- - - ---- - - - - - - - - - - --- - — 114 G E L EuVAur A T 10 IN E X I I 'l III G W Em A 0 q" T ELEVAT10ft 0 EXHi i I'M %Jkx I I I SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" BUILD"' ING ELEV A T IONS- mrm gi--- L NL E Aim I ullm *j EAST MARION, NEW YORK DATE: 8-5-2024 REVISIONS DATE: 10-9-2024 t,%, A4 U RAL TALGAT ARCHITECT ift ��'J►r= "' �, 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-8963 3 BUILDING PERMIT SET 8-5-2024 PROVIDE VALLEY Ix8 FASCIA TRIM ON RAKE FLASHING TYP W/ 5/4x4 TRIM ON EXTERIOR WALL TYP Ix8 FASCIA TRIM ON RAKE PROVIDE FLASHING AT ROOF STRUCTURE AND W/ 5/4x4 TRIM ON DOOR AND DECK TYPICAL I�_��� ROOF TO BE BUILT SO I'-3" EXTERIOR WALL TY (2)-3/4"DIP I/2"x4 DI A. M.B.STL PLATE W/ THAT ROOF DOES NOT Jt WELDED TO COL. PROJECT INTO REQU I RED (3)-2xb POST FOR HDR CONNECTION "SKY PLANE" AS -61 TO RIDGE _ REQUIRED 8Y TOWN I I ZONING I12 I I H555x5x1/2 STL. COL. BOLTED TO DBL. TOP I I TOP VIEW PLATE W/ (4)-5/8" LAG SHINGLE SHINGLE 51DING I I SIDING NEW BALCONY -------------------- ------------ Lbx4xl/2 x12" WITH SUPPORT Ix8 FASCIA TYP Ix8 FASCIA TYP ----------------------- _ --- -___------------ rr STL. ANGLE W/ BRACES --------- ---------------- ------------------------- SHINGL I 5/4 x4 1 1 I SIDING j NOTCH BEAM ® 5/4 x4 _ TRIM TYP SHINGLE i I H555x5x1/2 STL. COL. ANGLE FOR j TRIM TYP 51 D I NG i I i PLATE W/ (4)-3/8LTED TO DBL."LAG OP FLUSH F I T 5/4 x4 LA CX14 CX14 I I I �` I SHINGLE „ TW21056* TW21056* i j TW21056* TW21056* TW21056* j SCREWS Qv I SIDING TW26310 CX14 CX14 I I -3 I NEW BALCONY PROVIDE FLASHING AT WITH SUPPORT DOOR AND DECK TYPICAL TW21056* TW21056* TW21056* TW21056* TW21056* TW21056* CORNER of- i BRACES I � I BOARD I I TRIM TYP of SECOND FLOOR,' Q SECOND FLOOR — -- I SUBFLOOR � SUBFLOOR _ — I x8 tA5 A TYP - o 0 I Ix8 FASCIA TYP ryy H555x3xl/4 5TL. 1!1 I --------- ---------------- ------------------------- I BRACE WELDED ROOF INALL 2 -6 I -3 TO COL ll.l I INTERSEG ION PIG I z j EXISTING DECK m J M EXISTING DECK j TW21032 FHW 1611 I TO REMAIN - I TO REMAIN - TW21032 I SHINGLE 5/4 x4 T21056* TW21056* I I TW21056* TW21056* I PROVIDE NEW PROVIDE NEW j TW26310 51DING CX14 CX14 REMLIN27 I SHINGLE I RAILING jx CORNER I RAILING I �'�`� SIDING 5/4 x4 I I TW21056* TW21056* '� TW21056* TW21056* CHI I TRIM TYP TRIM TYP i 5/4 x4 CORNER i 5/4 x4 BOARD TRIM TYP �/ FWG 0311 - 5/4 x4 - I CORNER TRIM TYP BOARD — FIRST FLOOR TRIM TYP FIRST FLOOR � — I SUBFLOOR SUBFLOOR — — L I EXISTING FOUNDATION TO REMAIN &RADE EXISTING FOUNDATION TO REMAIN CX14 PROVIDE FLASHING AT PROVIDE FLASHING AT NEW ENTRY STAIRS T DOOR AND DECK TYPIG MATCH HEIGHT5 OF ALL ---- - - -- - -- -- -- — - -- - - DOOR AND DECK TYPICAL I RESIDENCE ergen BOTTOM OF FIRST FLOOR NEW BILCO "ScopeWEL axit FASCIAS TYPICAL MATCH HEI6HT5 OF ALL Emergency Egress W►ndow BOTTOM OF FIRST FLOOR I I I Well - 4045-54 WITH NEW EMERGENCY FASCIAS TYP I GAL BASEMENT FLOOR BASEMENT FLOOR DOME COVER EGRESS WINDOW GX 14 I FINISHED FLOOR FIN15HED FLOOR (� —— — ———————— —— —— ———— —————— —— —— —— — — — ——— — — — — ——— ——— — — — — —— — —— —————— — ————— — — ———— —— — ——— — — — — tV 1/2" PROPOSE "D SOUTHE ELEVATION (4)-5/8" LAG SCREWS 0 -'" O � OSEO[mj` E AST ELEVATION SCALE: 1/4" = V-0" m SCALE: 1/4" = V-0" cn 0 0 5/8"xl3"xl3" BASE PL. GAP PLATE DETAIL H55 COL. cV 1/2" o (4)-5/4" DIA. THREADED RODS to SET W/ HILTI HIT HY2'70 EPDXY ADHESIVE (12" MIN. EMD) 0 0 3/4"xl3"xl3" BASE FL. H55 COL. BASE PLATE DETAIL CORNER COL. DETAIL FIRST FLOOR _ FIRST FLOOR FINISHED FLOOR FINISHED FLOOR — &RADE I I I I I I I I i I I I -- - - - - - - --- - -- -- -- -- --- ---I- I - J - - - - -- - - - -- - - - - - -- -- -- - - - - - r � I - - - --� I I I I I I — BASEMENT FLOOR BASEMENT FLOOR -- - -- -- -- - - - - - - - - - - ---- - - - - - - FINISHED FLOOR FINISHED FLOOR -- -- — 3/8"xl5" BASE PL. LA 0 EXCISTI _ (4) 3/8 LAG SCREWS EAS" T IELEVAT101mml— SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" N — O O O U I L D I 01kmmG ELEVATION"NES- CAP PLATE DETAIL H55 COL. 3/4"xlq" BASE PL. A v U N 0 V H R I D �E;; NuAo"&*1 E 3„ (4)-3/4" DIA. THREADED RODS SET W/ HILTI HIT HY2'10 EPDXY EAST MARION NEW YORK ADHESIVE (12" MIN. EMD, DATE: 8-5-2024 REVISIONS DATE: 10-9-2024 � BASE PLATE DETAIL R TA ��l''�� U RAL TALGAT 55 CO ARCHITECT IN-LINE COL. DETAILS 436 7th STREET 24 GREENPORT, NEW YORK 11944 BUILDING PERMIT SET 8-5-2024 (631)477-8963 TYPICAL ROOF PROVIDE FLASH I NS SHINGLE ROOFING ON 50# TYP TYPICAL ROOF BUILDING PAPER ON 3/4" I DGE VENT TYP SHINGLE ROOFING ON EXT. SR. PLYWD —�IDSE VENT TYP 30# BUILDING PAPER ON I) 14" LVL RIDGE 1) 14" LVL RIDGE 5/4" EXT. SR. PLYWD (2)-2x10 STRONSBAGK W/ II -7/8" LVL RIDGE 12 1/4"DIA. TIMBERLOK SGREWS (2)-2x I O STRONSBAGK W/ +gyp 8" 0/0 TO 2x6 PLATE '�k � 1/4"DIA. TIMBERLOK SGREWS OU T I G �� 12 12 J TTACHED TO EACH GE I L I NS I�_5 ATT 1 C. 0 �+ �� @ 8" 0/0 TO 2x6 PLATE � /6"'o O I ST W/ 2) I/4 D I A. �� 0 � � J�TAGHED TO EACH GE I L i NS /4" PYWOOD �0 is TIMBERLOK SGREWS /4 PLYWOOD p 161, IST W/ 2) I/4 DIA. 12 SUBFL OR C SUBFLOOR �10 12 oC TIMBERLOK SGREWS 15.5 12 @ @) o PROVIDE HURRICANE I �s 15 5 PROVIDE HURRICANE NAIL 15.5 +�0 +/- 3' TBD GL I P5 AND ALL REQU I RED 15.E �0 +/_ 5' TBD "p GL I P5 AND ALL rY � STRAPPING A5 PER GODS rY+ c REaUIRED TYPICAL STRAPPING AS PER CODE UTTER TYPICAL UTTER PROV 1 DS TYP TYP SLASH I NS TYP 2x O @ OG O GJ @ 16" OG R-50 \R-50 1 N5ULA ON i -5 50 FIT VENT " G P BD TYP I N5ULA I N 1 _3 50 =FIT TY I GAL W/ Ix TYP I G L VENT PROVIDE HURRICANE TYPICAL GL I P5 AND ALL REQU I RED 1/2" G 50 F i T MATCH TYI GALYP BD TYP EXTERIOR TRIM W/ I x STRAPPING AS PER GORE TY I GAL 50 F I T TYPICAL. S OND FLOOR PROVIDE FLASHING M GH E H MATCH HEIGHTS R_50 ALGONY `� AT ROOF WALL OF ALL BOTTOM INSULATION BATHROO INTER5EGTION BEDROOM TRIM OF FIR57 TYPICAL TYPICAL TYPICAL FLOOR FASCIAS NEW FLOORING ON NE LOORINS ON NE 5/4" TYPICAL 12 RAILING NEW 5/4" PLYWD ON PLY ON FLOOR JOIST- W/ I cl I NSULATI ON GAL �— 5 3 �� �G 36 HT FLOOR JO I 5T5 W/ �(o R-I a INSULATION ¢�- @ TYPICAL 2� 5E ND FLOOR 2x8 GJ @ 16" OG NE STAIRS BEYOND 14" TJI 560 FJ @ 16" OG CONTINUOUS VIT"im, 5610 FJ @ 16" OG CONTINUOUS x I L I NS 14 R 5ER5, 15 TREADS MATCH EXTERIOR EXTERIOR WALL I'-3" PROVIDE 5/4" PLYWO D JOIST EXTERIOR WALL SOFFITA ct�� TRIM TYPICAL = (5) 14" LVL 51DIN5 ON 15 BUILDING MAT.'.OH H ISHT5 OF I _3 I -4 I/2 GYP BD SIDING ON 15# BUILDING I'-3" VENT (3) 2x I O BEAM d; PAPER ON 5/8" EXT. ALL BOTTOM OF REINFORCEMENT E CH 51 DE. UPSET BEAM PROVIDE SOLI GK I NS PAPER ON 5/5" EXT. TYPICAL CASED W/ I x SR. PLYWD ON 2x6 F I R T FLOOR BELOW EXTERI R WALL Y N PROVIDE POST STUDS @ 16" OG NR-Iq FA CIA TYPICAL STUDS @ P160D ON R-Icl (5) 2x6 POST CLAMPS AND INSULATION, TYPICAL = NEW STAIRS m I N5ULAT1 ON, TYPICAL CASED W/ Ix HOLD DOWNSNTR1, BEYOND m BEYOND WITH BATHROOM d3 14 RISERS, 15 BEDROOM u- GAL 5TL TIE OPF-N TO TREADS DOWN TOP AND ABOVE BOTTOM TYPICAL I/2" GYP 8D TYP NEW FLOORING ON NEW FLOORING N NEW TERRA GE " THK STONE EXISTING 5UBFLOOR EXISTING 5UBF1 COR PAVING ON 5/4" THK GROUT ON 4" ON FLOOR JO 15T5 THK GONG 5L AB W/ 6x6 ON FLOOR JO I S , 10/10 TYP I GAL ON TYPICAL WWM ON COMPA ,T D 5UBSRADE FIR T F OR R-Iq R-I� GRADE INSULATION GRADE INSULATION TYPICAL TYPICAL -----8I� THK EXISTING X15TING (5) 2x8 8 THK EXISTING XISTINS (5) 2x8 NEW 8" THK GONG FOUNDATION S I RDER ON GONG FOUNDATION GIRDER ON m GONG WALL EX 15T I N5 STEEL WALL EXISTING STEEL FOUNDATION COLUMNS COLUMNS WALL EXI57IN6 EXI571N& BASEMENT BASEMENT NEW 8"xl b" 50" EXISTING 80" EXISTING GONG FOOTING GEILINS HEIGHT XI5TING XISTINS CEILING HEIGHT W/ 2#5 REBAR GONG SLAB GONG SLAB GONTI NUOU5 BASl=Mf=NT FLOOR BASEMENT FLOOR FINISHED FLOOR FINISHED FLOOR UII II MP% IN Rim 0 U EIIMA IRS II A El I L I N Go" S EG M IV'a 0 lmk p om'h U I L Lv) 114 A uom` a bol E C m I'm I ffj 0 llkml m SOUSE tsUlL 'ulftmG SECm*wl0No"` m AV% Mm A U N. 0 V 1 %oullo' H R E"=m D t EAST MARION, NEW YORK DATE: 8-5-2024 REVISIONS DATE: 10-9-2024 D Ak > TA -Irr �� U RAL TALGAT }� ARCHITECT "* 436 7th STREET 44otio--o'? '� GREENPORT, NEW YORK 11944 (631)477-8963 BUILDING PERMIT SET 8 5 2024 TYPICAL ROOF— SH I NGLE ROOFING ON PROVIDE FLASHING 30# BUILDING PAPER ON TYP I DGE VENT TYP 3/4" EXT. GR. PLYWD I) 14" LVL RIDGE \1A DGE VENT TYP I) 14" LVL RIDGE TYPICAL ROOF GONT (2)-11 -7/8" LVL RIDGE \��\ GONT (2)-11 -7/8" LVL RIDGE SHINGLE ROOFING ON 12 30# BUILDING PAPER ON verify verify 12 �.�15 3/4" EXT. GR. PLYWD � 1 0 +�� ���� 12 1� 16.15 OU �+ip `2-'1-j0 PROVIDE HURRICANE verify 12 -10 ,� �� verify �W ,� �,� CLIPS AND ALL REQUIRED @ '� 12 ® 7.�5 @ '� 12 STRAPPING AS PER CODE �6 0 16.75 � ATTIC ��6% verify oc ¢� ATTIC @) TYPICAL verify 6',0. TYPICAL 16.15 0 (�f)-16d NAIL � �, c �+ /4 PLYWOOD p 16.�5 /4" PLYWOOD SUBFLOOR SUBFLOOR UTTER wwwm, rl/ TYP \ 2x10 GJ 16" OG 2x10 GJ C) 16" OG 1/2" GYP BD TYP R-30 \R-3 INSULATIO INSUL T10 I' SOF IT VENT TYP I GAL 1/2" GYP BD TYP TYP I GA TYP GAL W/ I x SOF IT MATCH EXTERIOR TRIM R-30 TYP GAL INSULATION TYP I GAL G OSET BATHROOM BEDROOM PROVIDE HURRICANE NEW FLOORING ON NEW 3/4" CLIPS AND ALL R GUIRED NEW FLOORING ON NEW 5/4" PLYWD ON FLOOR JO 1 STS W/ STRAPPING AS PER CODE PLYWD ON FLOOR JOISTS W/ R-Ici INSULATION TYPICAL TYPICAL R-Ici INSULATION TYPICAL I�> 12 12 12 q.75 �.75 UTTER SECOND FLOOR �5 a•�i5 TYP SUBFLooR 14" TJI 560 FJ (p 16" OG CONTINUOUS 14" TJI 560 FJ @) 16" OG CONTINUOUS EXTERIOR WALL EXTERIOR WAL IN L MATCH 2' I N I q SIDING ON 15# BUILDING 2 2' R-30 1/2" G D GYP B TYP S 1 D I NG ON 15# BUILDING HEIGHTS OF INSULATION PAPER ON 5/8" EXT. INSULATION 2' TYPICAL PAPER ON 5/8" EXT. ALL BOTTOM GARAGE TYPICAL GR. PLYWD ON 2x6 MATCH HEIGHTS OF ALL GR. PLYWD ON 2x6 . OF FIRST STUDS ® I 6" OG W/ R-I� BOTTOM OF FIRST FLOOR SOFFIT VENT STUDS ® 16" OG W/ R-I� FLOOR INSULATION, TYPICAL FASCIAS I AS TYP I GAL m TYPICAL W/ INSULATION, TYPICAL FASCIAS 1 Ix 5OFF 1 T TYPICAL FIRE RATED TYPE "X" 5/5" THK GYP BD 1w _ MATCH tL ON INTERIOR WALLS AND GE I L I NG OF `3 EXTERIOR w EXISTING GARAGE THROUGH OUT - CLOSE TRIM KITGHEN } ALL OPENINGS WITH FIRE RATED GYP BD TYPICAL SOFFIT VENT AND FIRE RATED CAULKING AS REOU I RED TYPICAL W/ BY BUILDING DEPT. NEW FLOORING ON Ix SOFFIT EXISTING SUBFLOOR MATCH ON FLOOR JOISTS EXTERIOR TYPICAL TRIM XISTING DECK L _ FIRST FLOOR DECK GONG SLAB SUBFLOOR GRADE &-----EX15TIN& (3) 2x8 GRADE E X I ST I NG GIRDER ON INSULATION GRAVEL SPACE EXISTING STEEL TYPICAL 8" THK EXISTING GONG COLUMNS XISTING 8" THK EXISTING FOUNDATION WALL GONG SLAB GONG FOUNDATION CRAWL SPACE FINISHED CRAWL SPACE FINISHED WALL ---,FLOOR— FLOOR— BUILD"' ING b" ECT10" 1111131 U'ow&AlK"ftAUA` E- "B"A U I L I N Go`& S E (Ao";k T I () N " C " GAM'rMkUL- SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" 83 mum I L D% 1 'I'm' G' S E C 10 lw'mm S VMWE I D Rr . lomm U " N N Aim i EAST MARION, NEW YORK DATE: 8-5-2024 bAR`yi,, U RAL TALGAT cry �P -� ARCHITECT 436 7th STREET EENPORT, NEW YORK 11944 °`a�4 d� -8963 631 477 BUILDING PERMIT SET 8-5-2024 A� ( ) . i 3" VENT THRU ROOF SEGOND FLOOR BATH i SECOND FLOOR BATH 2" VENT--- � � � 2" VENT WG I WG LAB! I I � I LAV TUB SHOWER I I I I I SHOWER SECOND FLOOR 3" WASTEYT 2" VENT FIRST FLOOR BATH I KITCHEN LAUNDRY GL 2" VENT BUILDING — EXTERIOR WALL WASHER Vic I I KITCHEN LAV I I 51NK SHOWER FIRST FLOOR FRESH AIR VENT B" WASTE 3" WASTE DRAIN LINE TO SEPTIC TANK 3" WASTE 4" G.I. 4"X3" G.I. "PalV M Ems' I Im,40 G3 RIS"' E R "L) I A G Rft 'Am M HOUSE TRAP BASEMENT PJ L U n,3p% p , pm'h I S E r% I A` R .. M AHl` Ulr*MAm0V1 %0',%, H SCALE: NTS Ivio K m U AU A EAST MARION, NEW YORK DATE: 8-5-2024 t 7A[ URAL TALGAT �\5 p Tt� VAWA ARCHITECT 436 7th STREET �/! GREENPO 31)g77 g960RK 11944 f ����� BUILDING PERMIT SET 8-5-2024 WIND-BORNIE DEBRIS PROTECTION FOR OPENINGS H-- OT S STRUCTURAL REVIEW 5Y STEVE MARESCA, PE FOR WALL OPENING PROTECTION OE 120 MPH 5-SECOND WIND GUSTS 155-01 WEST MONTAUK H 1 GHWAY, HAMPTON BATS, NY 11 q46 ( MAXIMUM MEAN ROOF HE 16HT: S5') SIMPSON LSTA - 20 &A&E PHONE C I -725 c1450 RIDGE STRAP - ALL ROOF RAFTERS DESIGN CRITERIA 2 x 6 TIE a EACH RAFTER , USE/OCCUPANCY CLASSIFICATION IN VIEW OF STRAP. DE51 GN IN ACCORDANCE WITH AMERI CAN SINGLE EAM I LY RESIDENTIAL FOREST PRODUCTS WOOD FRAME ICE SHIELD UNDERLAYMENT CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE SHUTTER ASSEMBLY REQUIRED - 24 FROM EDGE PRESCRIPTIVE METHOD HEIGHT FOR PANEL SPANS: O, < 4'0 WIDE SPAN ° I - �J�J- �-O�� MAXIMUM GROUND SNOW LOAD - 45 P5F. 23/32" (5/4") APA SPAN-RATED 46/24 SHEATHING GRADE PLYWOOD I FIRST LE1/EL - 40 P5F. L.L. (OVERLAP AROUND OPENINGS 4"9 I ° ALTERNATE POSITION OF BEDROOMSAS - 30 PSF. L.L. ASSEMBLY: i - I I 5 RMPS AN 3GLIP USE ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ °I ' FIRE AREA WIND SPEED - 150 MPH #lox3" (W/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL I I RESIDENCE: X SEISMIC DESIGN CATEGORY - B WOOD SCREW ® 16" O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I ° CLIP NAILED. FROM WEATHERING - 5EYERE #10 TEE NUTS ATTACHED TO BLDG. W/ #I0xl-1/2 ( IN/ WASHERS) I I RAFTER TO STUD. - TYPICAL ALL RAFTERS FROST LINE DEPTH - 36 MACHINE BOLT © 12" O.G. �� I 5 - Sd NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY \ \ I APA RATED PLYWOOD TO CONVENTIONA I SLIGHT L L C�HT FRAME WOOD DECAY - e 1 o EXTEND TO TOP OF TOP PROVIDE 8d COMMON N, ONSTRUCTI ON I PLATE. NAILS ® 4" O.C.o.c. AT ICE SHIELD UNDERLAYMENT REQUIRED - YES \ I EXTERIOR EDGE OF ALL 5HEATGENERAL NOTES I 1 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 1 ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. MULTIPLE SECTION ASSEMBLY: CONSERVATION GORE, AND LOCAL AUTHORITIES. 14. TH15 STRUCTURE HAS BEEN DESIGNED IN 1/4" THICK BOLTS @ ZOO 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY I I I MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. 1 1 I I I 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 14' CHANGES PRIOR TO AND DURING CONSTRUCTION. I �' LARCH STRUCTURAL GRADE #2 OR BETTER. I I 1 1 I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 1 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I I 1 1 STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. I I I I PLYWOOD SHEATHING PARTITIONS, EXCEPT AS NOTED ON DRAWING. - 1 I TO OVER LAP BOX 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE BEAM - TOP + BOTTOM. GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM I� I I I °� 1 � 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND i I 1 I SIMPSON MST2-I FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. A-525 BOLTS, 5/4" DIAMETER. I 1 I 1 1 1 1/2" WIDE - 20 &AGE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND I I 1 I I METAL STRAP @48" or,. (b. ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE ENGINEER VERIFIED BY CONTRACTOR(5) PRIOR TO START OF It, I�, CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. SHUTTER ASSEMBLY l I 2 x 6 ®I6" O.G.I I DOUBLE TOP PLATE FOUNDATION HAS BEEN DESIGNED FOR A SOIL Icf. DO NOT BAGKFILL AGAINST FOUNDATION WALLS I 1 I N.T.S. STUDS BEARING CAPACITY OF TWo (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I . LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT FOR PANEL SPANS:4' OR WIDER SPAN 1 IV-, THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL CONCRETE SLABS TO BE COMPACTED TO c15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 25/52" APA SPAN-FATED 45/24 SHEATHING GRADE PLYWOOD i i 1 i RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. (OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP 2x4 STRON6-BACK5 @ 24" oC AROUND SILL PLATE ALL HEADERS FT IN 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ASSEMBLY: SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER AT ANCHOR BOLT 4 - Sd NAILS 7. 6.0 LENGTH AND OVER TO BE ON EACH LEVEL OF DWELLING AS REQUIRED BY I I I I I I SIMPSON MST2'7 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. 1). PREASSEMBLE PLYWOOD TO 2x4'5: # IOx3" (W/ WASHERS) GALVINIZED OR I 1 1/2" WIDE - 20 GAGE MINIMUM OF 2-2x6 OR AS 5HOWN ON AWG.IN STAINLE55 STEEL WOOD SCREW ® 12" O.G. I METAL STRAP @48 00. DR 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ I°t NAIL SHEATHING TO SILL PLATE 8. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT #lOx3" (W/ WASHERS,) GALVANIZED OR STAINLESS STEEL Sd NAILS a 4" O.G. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE WOOD SCREW ® I6" O.G. HOUSE BE UPGRADED WITH HARD WIRED 4 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: ` '''t-:• 9. PROVIDE FLASHING AT ALL ROOF BREAKS, #10 TEE NUTS ATTACHED TO BLDG. W/ #IOxl-1/2 ( W/ WASHERS) 2 - #5 REBAR ' ''Y` :<,':`:� 2 x b SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. !'=>'• Viz;; A 00 TREATED. MACHINE BOLT 12 O.G. :, �:,< AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY 1 SEE FOUNDATION DWG. ;+ WINDOWS GLAZED OPENING - FOR DESIGN. Y' ' '' S/8" x 12" A.B. ®48" OC. STRUCTURE DESIGN. ;}, 10. DO NOT SCALE DRAWINGS. ';:<.-:,,-•�. rv/ FENDER WASHER.PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. �"•'a�"�fr': II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD IN ACCORDANCE WIC-H LARGE MISSILE TEST OF ' �'"'"f' FOR THE INSPECTION OR SUPERVISION OF ASTM E Mcib AND OF ASTM 1886. THIS CONSTRUCTION PROJECT. FEDERAL, STATE CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION AND LOCAL ZONING AND BUILDING GORE COMPLIANCE PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH SHALL BE THE RESPONSIBILITY OF THE HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH CONTRACTOR. ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY W/NYS5G CHAPTER #2304.cf.6 PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES NAILING SCHEDULE ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @) 12" o.c. BETTER. I NTERMED I ATE. TAKEN FROM 2020 NYS RESIDENTIAL CODE (A10) 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 3. ALL 5UBFLOORING 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 3-16d (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 JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CEILING JOIST/PARALLEL RAFTER 8-Ibd (PAGE NAILED) TIMBER PILE FOUNDATIONS PROVIDE HURRICANE 4. ALL HEADERS 6 -O AND OVER SHALL BE SUPPORTED o CEILING JOIST LAPS OVER PARTITION 7-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, a'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. h BLOCKING/RAFTER 4-8d (TOE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. O RIM BOARD/RAFTER 4-Ibd (END NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o 10 TOP PLATE/TOP PLATE 2-16d (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND a a TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) @ 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED STUD/STUD 2-I6d (PAGE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB GABLE ROOFS HEADER/HEADER Ibd (FACE NAILED) -� 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 0 10 TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" BOTTOM PLATE/FLOOR JOIST 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-I0d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. h COMPONENTS SHALL BE AS PER MANUFACTURERS BLOCKING/JOIST 2-I0d (TOE NAILED) C BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. 10 < o <,45 ° LEDGER STRIP/BEAM 4-16d (FACE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY JOIST ON LEDGER/BEAM 3-Ibd (TOE NAILED) "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2 VIA. oid GALVANIZED MACHINE BOLTS ® 12" O.G.. BAND J0I5T/JO15T 3-16d (END NAILED) q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. h BAND JOIST/SILL or TOP PLATE 3-16d (TOE NA I LED) BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. TH 15 DRAWING 15 AN INSTRUMENT PREPARED TO 6ABLE ROOFS PLYWOOD ROOF DECKING 8d ®4" O.G. EDGES, �8" O.G. FIELD FACILITATE CONSTRUCTION AND SHALL NOT BE 0 o ALL EXTERIOR NAILS SHALL BE GALVANIZED.SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. 0 0 10 < o 4,45 STRIP SHEATHING Sd (ONE/RAFTER)WNSTRUED AS A CONTRACT BETWEEN BUILDER AND 10 < o �3o PLYWOOD ALL SHEATHING 8d o4" O.G.G O. . EDGES, @)8" O.G. FIELD PROVIDE 86 COMMON NAILS ® 4' O.G. PLYWOOD 5UBFLOOR DECKING Sd ®6" O.G. EDGES, @12" O.G. FIELD OWNER. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - T"r'P. 10�� O �30 O A14m`mUN0Vl %A',m0` H PROVIDE 8d NAILS a 4" O.C. AT PERIMETER INTERIOR EAST MARION NEW YORK PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE : a = 4 FT. IN ALL GA5E5 DATE: 8-5-2024 COMPONENT AND CLADDING PRESSURE ZONES FDA%. 'I REVISIONS DATE: 10-9-2024 U RAL TALGAT oil " ARCHITECT u U FR A L N 0% T E S Li AlL%5 024 �oQ 436 7th STREET BUILDING PERMIT SET 8-5-2024' GREENPORT, NEW YORK 11944 (631)477-8963 ZAN CP —KI E Z 46'-5" 4' 1 2 NEW 8" VIN GONG 2 FILLED SONOTUBE w/ SIMP50N ABA66Z NEW 8 THK GONG FOUNDATIO POST BASE, 56 WALLS ON 8" THK x Ib" GONG BELOW GRADE" EXISTING FOUNDATION TO FOOTING W/ 2#5 REBAR 1 TYPICAL I I,�I CONTINUOUS TYPICAL BE DEMOL I Sf�ED AND NEY `l 2 2 2 FOUNDATION CONSTRUCTED WINDOW LL IN EXACT LOCATION OF 2 ( INDOW WELL 2 2 WT2 L7CL IN OW WELL PREVIOUS FOUNDATION 2 3'_btt I I LOCATION A W 2 N251 I AN251 I AN251 TYPICAL NExb 2 // dJ , 2 SILL FLASHING NEW BILGO "ScapeWEL emergent " L I Y I NG exit NEW FLOORING, ON 5/4 Emergency Egress Window PROVIDE 2 +Q- PROVIDE NEW 8" DIA GONG THK PLYWOOD AREA NEW DECK STRUCTURE SUBFLOOR ON NEW 2x10 5/4 THK DECKING ON Well - 4048-54" WITH areaway � WALL BRAGS WALL BRAGS ' FILLED SONOTUBE w/ FLOOR JOISTS TYPICAL I 2x10 DECK JOISTS ON DOME COVER ( BASEMENT 2 2 in O O POST SBASE, 36ON 6Z 'c I - 52EE BU�DIN6 SECTIONS NEW EMER ENCY = BELOW GRADE I (V EGRESS WINDOW X 14 2 — TYPICAL / I ® NEW 5x5 1/4 STEE 5x5x1/4 STEEL COLUMN N 50" 5 COLUMN ON 24" SQ 2 F I R5T FLOOR_ _ NEW POST x 12" DE P GONG x 12" DEEP GONG I NEW SUBFLOOR 2 ABOVE FTG , ry 3) #4 FTG , YV (5) #4 � NEW FLOOR 2 3 OFF BOTTOM, TYP OFF BOTTYOM, TYP 2 _ EACH SET 4" EACH STRUCTURE (2x10) 2 - - - - L -- - - �" ry (V 2 (5) 2x10 BEA _ (3 2x10 BEAM (5L2x10 BEAM I N 2 N WDIN W WELL WATER 1 / Q TREATED DECK I 2x6 PLATE O A R ME }-{A�(I(�AL N yy 1 �I � JOIS S ® I6" OG I ii (2) #5 REBAR CONTINUOUS NEW xsxl/4 STEEL COLUMN ON ii OOM ST IRS N 50" x 12" DEEP GONG FTG , p Ip PIGAL " I m # " i i 5/8 x 16 CAST IN PLACE I W/ (3 4 EACH WAY, SET 4 �j i 2 O1 1 1 OFF BOTTOM, TYP Q DECK N i i ANCHOR BOLT ® 52" O.G. (TYP) x I /- Z- S GTURE FURNACE m pp m OVE TO NEW 8" THK POURED GONG 1 _ 5D/GM I ►�Q O B REBUILT O FOUNDATION WALL PROV I E L BRA GE UP I Z GRADE_ SEPTIC PUBLIC LINE W ATE 1 m 1 ry m I 4 THK CONCRETE " SLAB W/ 6X6 i - o BASEMENT z 2 I U OFF FILL - EA 8" THK GONG FOUNDATION WALLS ON 6" THK x 16" GONG �p 2 i Ln i ® 2 +�.� FOOTING I^v 2#5 REBAR (() 2 BASEMENT CONTINUOUS TYPICAL i i 2 NEW " THK CONC FOUNDATIO / / ; "/ // O i LEGEND FOOLNG Wr 12 5 REBARGONG - _ _ - - N _ _ - - -ELECTRICAL THK x 16" - - _ - C CONTINUOUS TYPICAL A8 O O 5D/GM SMOKE GO DETECTOR 2 j NEW 8"xlb" GONG i NEW 8" THK GONG FOUNDATID i / _ WALLS ON 8 THK x 16 GONG i / /" / / ' �/" FOOTING W/ O � REBAR CONTINUOUS FOOTING W/ 2#5 REBAR TYPICAL i CONTINUOUS TYPICAL i / W 8" THK GONG FOUNDATION (�V NWPM'% 'ff M I At N' "RINI L J"avm I (V I WALLS ON 8" THK x I6" GONG / A" T1 Admhk 2% 0 mrwA I L NEW TERRACEal/ FOOTING W/ 2#5 REBAR i i Yor-ICAL INIEW FOUNkEDM 2" THK STONE PAVING ON CONTINUOUS TYPICAL THK GROUT ON 4" THK GONG _ _ _ _ �� — , SLAB W/ bxb, 10/10 MM ON I 2 , A8 SCALE: 1 — 1 -0 COMPACTED SUBGRADE GARAGE SLAB r ABOVE A B / FILL r A7 A7kar 2q t-/111 201��II W 8" THK GONG FOUNDATION Adwillk monk WALLS ON 8" THK x 16" GONG FOOTING IN/ 2#5 REBAR FLOwm PLAN FA m ff 11 b� A'P% SEMEIL mu T F L 0%o)" R rm o"'k L A w'mm CONTINUOUS TYPICAL 2 'ovlw# SCALE: 1/4" = V-0" All ] U140VILOE"L R E %"''X"' I EAST MARION, NEW YORK DATE: 8-5-2024 DR EVISIONS DATE: 10-9-2024 2>REVISIONS DATE: 11-7-202.0 .� S D A Pk ,; U RAL TALG ' ARCHITECT 436 7th STREET GREENPORT, NEW YORK 1194-, BUILDING PERMIT E T - — ->� 4'j°�� O`�� (631)477-8963 S 8 5 2024 :.����