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HomeMy WebLinkAbout52068-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#: 52068 Date: 07/07/2025 Permission is hereby granted to: Modern Age Builders Corp 3080 Route 112 Ste C Medford, NY 11763 To: Legalize an "as built"alteration in the basement of a single-family dwelling as applied for.. Premises Located at: 2350 Shipyard Ln, East Marion, NY 11939 SCTM# 38.-7-8 Pursuant to application dated 06/09/2025 and approved by the Building Inspector. To expire on 07/07/2027. Contractors: Required Inspections: Fees: As Built Alteration $725.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $825.00 Building Inspector TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town flail Annex 54375 Main Road P. 0. Box 1179 Southold,NY It 97 1-0959 w° Telephone (631) 765-1802 Fax (631) 765-9502 11rrtra" � t�tltc�N� tttga . ror Office Use Only f1_11 PERMIT NO. `�'®� Building Inspector-J �_)_ JUN - 9 205 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owner's _ T1d1 Oe p I Authorization form(Page 2 shall be completed. 1 p� .. _ O "Sotthold APPLICATION FOR BUILDING I I� ilT Date M OWNER(S) OF PROPERTY: Name: Tax Map#: SCTM #1000- �- Physical Address. c�35 � 1 pr Phone#: Email: _. r7 C.77 y Mailing Address �j ',�,,� I C M CONTACT PERSON' Name: 1=1 " Mailing Address, . �n� w i p Phone#: C!2 3 o — Email DESIGN PROFESSIONAL INFORMATION: Name: L n2eY' MailingA � -ddress: _ G . Phone# , 3-73" 7 Email. CONTRACTOR INFORMATION: Name .._..... ._ _.�.._. _.�..�µ . Mailin Address O Phone#, _u.�.... _�.___..��...�:.�..._, ._ .�,... .�.__ ._...-...,- Email -MAU (". e�!M:e= w __.......��...mm_�.[..-_.ROPOSEDCONSTRU.�.�.- ___-_,�_ DESCRIPTION OF P CONSTRUCTION _-� alteration ❑Re air ❑_�.._.®...__..._..._ ��.,� ❑New Structure ❑Addition p Demolition Estimated Cost of Project. oo ❑Other, ?cr- ` Will the lot be re-graded? ❑Yes Zlo -� -Will excess fill be removed from premises? ❑Yes PQJo PROPERTY INFORMATION P P Existing use of property: •fit �� � Intended use of rope Sc�, . tSLAJJ4>_x\_,\ Date of Purchase- : Name of Former Owner: i Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes`oo IF YES, PROVIDE A COPY. heck Box After Reading: Tire ownerfcontr'actor/deslgn professional is responsible for all drainage and storm water Issues as provided by ChWer 236 of the Town Code. APPLICATION IS f1 RESY MADE to the Building Department for the issuance of a Building Permit pursuant to the autding 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 demoltt7on as herein described.The a agrees to agr to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit outhoAz"Inspectors on premises and In bulbding(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 me): � ,�S Authorized Agent Owner Pp B Y(print name): ❑ Signature of Applicant: Date• STATE OF NEW YORK) 55: COUNTY OF � ) _ _ � C ( Q2 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is ther'f[ �2 d 5 (Contractor,Agent,Corporate Officer,etc.) µ 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, da y of Notar�Pi.ib3t PROPERTY OWNER (Where the applicant is not the low ear) N AN , rf�riillltlt��. i i I,... � '� a'T�;._... f� ��esidin at.a� $6 A " do hereby authorize ec J-�S _to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date ,tttttilil'fff� r r,r aX , + Print O er's Name �y�?" k '"r����rkl•5 t��ttt" Building Bey a�rtillent A a Iicati()n (Where the Applicant is not the Oenter) o dern � a)y residing at (Print property owner's name) (Mailing Address) do hereby authorize ___:.. �.t ita •:t .. .m .. .t_. (Agent) µ to apply on my behalf to the Southold Building Department. (Date) , jww;"ner's Signature) Y4. w �.. n ., OPENING SCHEDULE (EXTERIOR U - 0.28 ) OPENING ID TYPE PRODUCT CODE 51ZE COUNT A-q 235# ASPHALT SHINGLES; MIN. (4)-FASTENERS PER Z 8 WINDOW 60X60 CASEMENT 2 5'-O" x 5'-O" 2 A STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE V DOOR 36X80 3'-0" x 6'-8" I [N g05.2.6] o. 15 ASPHALT FELT UNDERLAYMENT LRg05.l,1] O J O TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 F Q l W DOOR 28X84 2'-4" x 7'-O" I SELF-ADHERING POLYMER-MODIFIED f BITUMEN ICE SHIELD BARRIER [RgO5.1.2] O J X POOR 32X84 2'-8" x !'-O" 2 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES v W 14'-4" '1 ' 2'-8" 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES LU V 1/2" STRUCTURAL PANEL SHEATHING [R8O3.2] � - W v, - - - - - - - - - R-3q GI -CELL SPRAY FOAM (5PF) INSULATION Q }� tu SOLID WOOD BLOCKING z N ' — — — — — — — — — — — — — — — — — — — — — — — — — — L — N _ Cl N �— - - - - - - - - - - - - - - - - - - - - - - -� I I r- - - - - - - - - - - - - - - - -� I _ L CEILING JOIST Q O GONGRETE i I 1 i GONGRETE I DRIP EDGE [Rg05.2.8.5] PATIO ABOVE 1 v I PATIO ABOVE I I I r WOOD FASCIA # _ UNEXGAVATED OR COMPACTED BAGKFILL I I S I I I I (YN I 1 v Oi I/2" GYPSUM WALLBOARD SOFFIT VENT UNEXGAVATED OR COMPACTED BAGKPILL I N I I Q - DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH R161D +� STEP TOP OF WALL TO SUPPORT I I I I STEP TOP OF WALL TO SUPPORT 1I W I X�a� MINIMUM 24" LAP 5PLIGE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER R AT-GADE CONCRETE PATIO ON LEDGE I ( AT-GRADE CONCRETE PATIO ON LEDGE _ I I z 3 x MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND I I I I I 1 z z fl AREAS AND TO RESIST A MINIMUM 28 psf - - - - J I I L- - - - - - - - - N z _ -U- 5UGTION LOAD (EXPOSURE B) OR 40 sf ik} — - - - - - - - - - - - - - BEAM BEAM I - - - - - -J I , -I I 1 Q O I W I— (EXPOSURE G). POCKET POCKET z > `� - - - - - _ - � 105: (2)-1.75x11.825LVLHORz< OU PROVIDE WINDOW I f - - - - - - - - - - - - - - LANDINGS - - - - - - - - -- - , I �QII I I�- v-jW WELL s PROPER I j N WW UPI UPI I I ill I wOO< tx DRAINAGE A5 PLASTIC HOUSEWRAP INSTALLED UNDER FOAM N NECESSARY 1 8" P.G. FOUNDATION 5TEMWALL UPON RISE 5ER 1 8" I 1 z V= VO? INSULATION. INSTALL AND TAPE ALL SEAMS PER `9 I 10" DEEP CONTINUOUS P.G. FOOTING AFGO ZIP MODEL 4X m I Q� O 1 2x4 WALL STUDS AT 16" O.G. MANUFACTURER'S INSTRUCTIONS [R703.2] FOUNDATION NOTES: I 1 4"m STEEL COLUMN I I I v d$i R-I5 UNFAGED FIBERGLASS BATT INSULATION ON 2'-b" x 2'-6" x 15" DEEP P.G. FTC. I I II I w O lY R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) O For window openings In cons. wall, 1 1 w/(4)-#5 REBAR EACH WAY I-4' 1� 1 W z<Q z - 1/2" GYPSUM WALLBOARD i RIGID FOAM INSULATION. INSTALL U51NO _ provide #5 bars ©4" o.c. (two 1 3' BOTTOM COVER � S J ui Q 1= Q GAP-HEAD NAILS WITH A MINIMUM 3/4" O8 I I I I (K Q O = PENETRATION; SPACED 12" O.G. PERIMETER AND total) w/2" clearance from top B w= I--O R-15 2" CLOSED-CELL SPF INSULATION I v N lb" O.G. FIELD. sides of opg. for iamb & lintel I I I (ALSO AT RIM JOIST IN SECOND reinforcing. Extend reinforcing a I FLOOR PLATFORM - NOT SHOWN) minimum of 2' past opening edges. I CELLAR NOTE: I GONG PLAT ( I/2" STRUCTURAL PANEL SHEATHING 4" CONCRETE SLAB HOLDDOWNS ARE 13'-6 1/2" I I AND 5TEP5 1 1 6 mil POLY VAPOR BARRIER NOT REQUIRED FOR ( Q 1 3/4" STRUCTURAL PANEL 5UBFLOOR A UNIT I I m 4" COMPACTED GRANULAR FILL THIS PROJECT. m r 1 I DRYWELL 1 ..— 2x SOLE PLATE O 6 2x BAND JOIST 2x6 PRESERVATIVE TREATED SILL [UG2] 2'-0" I H55 4.000xO.250 STEEL COLUMN ON _ L J 12" x 12" x 3/4" BASE PLATE ON H55 4.000xO.250 STEEL COLUMN ON 1 - - - I FLOOR JOISTS 1 \1 I 5'-0" x 5'-0" x 15" DEEP P.G. FTG. 10" x 10" x 3/4" BASE PLATE ON (- - -1 COPPER TERMITE SHIELD w/#5 REBAR AT 8" O.G. EACH WAY GOMBINED 15" DEEP P.G. FT6. I 4" I OVER SILL SEAL 3" BOTTOM COVER w/#5 REBAR AT 8" O.G. EACH WAY 3-7 J I 1 3" BOTTOM COVER ( I } 1 EXTEND SIDING TO WITHIN 12" OF FINAL 1 I I WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS CLOSET UNDER STAIRS I I < I I O MINIMUM Y2' dia. ANCHOR BOLTS SPACED NOT XO Q v I GREATER THAN 6 FEET ON-CENTER EMBEDDED 0 Z I ( v NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE CELLS OF CONCRETE MASONRY UNITS. THE �• 5'-4" I I I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD (BEAM -1 I _ _ _ _ _ _ _ _ p I OF THE WIDTH OF THE PLATE. A NUT AND C POKET i I I- I [- I V I WASHER SHALL BE TIGHTENED ON EACH ANCHOR N - I I I BOLT. THERE SHALL BE NOT FEWER THAN TWO z O - + - --�-�8 --i- - I BEAM L - - - - -I W ''II '' - v O BOLTS PER PLATE SECTION WITH ONE BOLT ^� LU to W O I I 1 106: (4)-1.7Lx I1.82� LVL GDR I I POCKET I I IU J N W m Z IV _ _ - O I - - - -1 - - LOCATED NOT MORE THAN 12 INCHES OR LESS z F O v � V W Z O N ( 8 I 1 I ®— �- I 1 _ - - - - _ THAN SEVEN BOLT DIAMETERS (3.5') FROM EACH 0_ N 3 w Z - I 1 1 I07: (4)-I.75 x 11.825 LVL GD END OF THE PLATE SECTION. WALLS 24 IN6HE5 O w cn O Z d dl (X LU I-4' L - —I 1 1 I Q[A Q TOTAL LENGTH OR SHORTER SHALL HAVE NOT p z N Q a z O Z LU L _ _ _ — — _ _ _ — — — - L J i I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE a ,- Q z „ - - - - - - - - - I p�N Q CENTER THIRD OF THE PLATE SECTION AND =J -�`-J 'n -� Q ti FO- _ 16'-2 10-O' 1 }z L SHALL BE ATTACHED TO ADJACENT WALL d w V m -I � d U z O dJ Z PROVIDE WINDOW 1 q'-4" 7'-O" 6'-10" I O u O PANELS AT CORNERS AS SHOWN IN ITEM q OF Q Q v N�j y z Q 'I ' a- r Q W WELL PROPER 1 I I a��_ TABLE R602.3(U. Q .tL =F-Q Q +�-� } ii W ® O - - AFGO ZIP MODEL 4X I O O= INTUME5GENT COATING O v O u�w a- O Q} �Q < DRAINAGE AS O O v_ v v tY Q !1� (�/ -1 '�O z 2" GL05E-GELL 5PF WITH ] Q O`q Q tY UC 1�- - m Q� NECESSARY 4"� STEEL COLUMN IY- N ON 2'-0" x 2 O x 12" DEEP P.G. FT6. H55 4.000xO.250 STEEL COLUMN ON I z-N 0-!W Q w O1 0X - D'g 0. (v r(1 N 0 -Q I w/(3)-#5 REBAR EACH WAY I z P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILL <m O- +s- V 1 1 1 d 3" BOTTOM COVER C x IN x 3/4" BASE PLATE . I w LESS THAN OR EQUAL TO 8 Ft: CONTINUOUS Q O d) o O Z Q COMBINED 15' DEEP P.G. FTG. I I -TX M w/#5 REBAR AT 8" O.G. EACH WAY I O �Q HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR = r- fY Iy� (� I 3" BOTTOM COVER I [W Q F- WITHIN 12 INGHE5 OF THE TOP OF WALL STORY AND O 1 O tTl Q ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL XQ 11 IL I _ 10. STORY;OTHERWISE, SEE PLANS [TABLE R404.1.2(U] O p 3 N3 0 EXPANSION JOINT r c0 w - STEP TOP OF WALL TO PROVIDE 6" rn 1 1 Z a 4" P.G. FLOOR SLAB O SNOW STEP BETWEEN INTERIOR FINISHED _ 1 O FLOOR AND EXTERIOR TOP OF SLAB cv I cv PROVIDE METAL FLASHING AS NEEDED m N 6 1 I N POURED CONCRETE FOOTING ��0� E(iI/yO L - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 18 I ON UNDISTURBED501L [R403.1] ,tQ' �T•D` - i 6 MIL POLYETHYLENE FILM GAS FURNACE O I o i LENNOX 1 CONTINUOUS UNDER 5TEMWALL Q 1 I ML I g3UHO7OXE3(5B I • I u� — — — — — — — — — — — — — — — — — — — — — — — — — 7 -1 I ----� TO ERVGONT. I-4' `y �...+'"yl��� `r � N I I LMI505.4] � e Gy 32 NV QI �- -� CONCRETE a F N i I T)""F I CAL 1/�1�cLL SECTION Esc, 9 �&�� I I PORCH ABOVE I I O UTILITY ROOM PROVIDE RESERVED SPAG IN SERVICE PANEL FOR ON �� z —I- -I— 8 dJ Z I FUTURE LAR ELECTRIC INSTALLATION (TiO3.q] AL ENG1N UNEXGAVATED OR COMPACTED BAGKFILL 4„ I 1 I SCALE: NT5 cq O 1 i I #3 REBAR AT 10" O.G. EACH WAY IN MIDDLE OF I i SHOWER I 1 DELIVERED JUN 2 5 2025 OL 5"THICK P.G. SLAB O NI (TYPICAL FOR 4 EXTERIOR CONCRETE SLABS) I -I 5'-0' L - - - - - - - - - J 1- - - - - - - - - - -1 I - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - SEWAGE EJECTOR PUMP NOTE FOOTING WIDTH UNDER BEARING WALL O O 10'-7 1/2" I'-8" 8'-8 1/2" I'-4" ° 24'-O" iX 24'-O" 6�-O�� O 54'-0 r Op Q GAS CONDENSING BOILERS NAVIEN NPE-240A2 o DIRECT VENT CATEGORY IV A ZERO CLEARANCE O z A-qINSTALL IL O Cn Z INSTALMANUFACTURER'S INSTRUCTIONS OO I� lu O < O ° STRUCTURAL DESIGN NOTE ^ v N W in accordance with the 2020 RGNYS; structural < WJU elements such as engineered wood, steel and u�. 0 _ steel/wood composite columns, beams, headers and X Q girders that: �-- < J N 1) resist gravity loads, and v > 2) are not contained in the prescriptive design Q a provisions of the 2020 RGNYSIL Q were designed in accordance Kith ANSI/AWC NDS-2018 with 2015 supplement. Structural elements such as walls and fenestration that: I) resist wind loads, and DATE: MAY 2025 2) are not contained in the prescriptive design FOUNDATION PLAN 4 I provisions of the 2020 RGNYS TYPICAL WALL SECTION FOUNr7)AT I OI�t PLAN were designed in accordance with ASGE -1-16 wind SCALE: 1/4" = I ft provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 5 S3�OH 02H'�)Nnd-Ma1 NI ON3 HO'd3 lb' G-11VN d0 zl39WnN Gf31d103d5 3Hl Ol 1N31')I=4;�ns 39 -1-1VH5 HlON3-1 dbZl15 '(db2lls CI3-fIOO OZSO NOSdWIS) 29VO OZ x „-17/1 1 39 '1-1'v'Hs GNldclYNIG -1'd13w -17V `31ON GIN °3'TdOS ZI39WnN ONIM'dZIQ GIN =a-i'��s ��I�c�'�`�15 1�I ��n aN I M—�+�i+� • 5 JN I N��O -i-1'�M 1'�` S-f I'd13C! ON I c4'V r. LG NO I SN�11 ; o : , •.. •. . 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H�da A o 0 all-db�1s oo�Slw > ., CJ (SNrri d ° ° JU °o �19'd1 c��d s11o9 � � 11'dM z o , a9 / 1s1or wI�I vt p O Qn1S HIM 5N91-iV Z43J.d'dZI 3ZI3HM tr- CJ O M01�9 ON I Q IS �O �O�id 51109 Ob1 C73��i'd1SN l Z101O3NNOO ld l-fdn 'dzH 31'dNzI311b' N011b'OIdIO3dS S J3JnlO'ddnNb'W Mb`I �' 0 NI INC)'--) 15c11-4 ctPAO Gi Icl&d- 6 1 ` ZfO� GJNI�0019 _ d' NIG d0 ON3 HO'd3 lb' S-11VN NOWWO'�) P-9 (-t7) CINV ONIaIs =40 dol GNIV-1d clad Z131d'd'6 62AO d'd�ls d'�NM Jxi ctGGNn CIS>Onl JNIHS'd1� ONIW'dzld Zl001� Qn1s 5zoz 9 z Nnr a383n1730 rn �y��,N19N3 h'ND�S C-D Cb��a n p t►- P W 1 J O 9 dVa4-LG ;AOCIN3 HO'd3 lb' S-11VN NOWWOO P-01 (S) MAN 30 ciV*is RioiGN:3 I E]Oa1�I 44 1 ,g/S ° IV'";S z SNO 11'cf l` �f 1N I�'�f a o N U1 > G I I V.l�Q D 3 A O )a GIN '3'1VVG 3�� { A 0 O ® rn � < ra _0 u> ° � ?o rCi z 6 - ,- dwnd r�oloara a�br�s 9b�5 7J3QNn 59N1-1 315'dM -l�b1SNl z0 --i _p M ,� Q rnz0 —C M rn cIOIW `s_ r--------------- M „s M-„z - V' ----- -- -------- ------------- ------ -- ----- ---------- ---- ---------------------------------------------------------------------------------------------------------------------------------- U) ��� Li �_ I - 2100�� 1N9w95b9 (� "i (Ji ;• CP j 1 219MOHS 3 N�� I ( W31S.15 J.�blINbS � < I a3]AONddb Ol j dbzll 35nOH Is MMAA M ,b - - �- - - < M „b M J7 O'o o_ H1b9 I f ONIQ nOW NMOZIO i _______________-- S)NI�9O r------------- ---------------------------------I--- -- ---------------------------- -- ----------------------------------------------- ------------------------------------------- I I M ,.9 00 I I M .Z OO I M .,9 M .l9 M ,le M „e O'O -----------------------------M M „Z/I-I I 4-------- M -Z �--M .Z/I-I --- M ---I ------- M Z Me ------------------------------------------ ZI00-id BSI � I I I �13MOH5 UJ - oM Nis ll� Mo I 'AV-1 I nb-i HG1 oM IN 1< I I I d01c1�1Nn00 >NIS ; - - - - - - - - - - - - - �- -�,- - - - - - - - - - - - - - - -J - - - _ .J 1-1��Z1�1'd i 1# Hl'd9 I I Z# Hlb9 ONI-IG) ------------------------------------------------ ------------------------ 1�.f I i OO M ,Z M „Z M .Z M .Z M .G I I I I MI,s MW9 MIZ O0 I M .G MI,e 07 M .Z: M ,IZ M Z/I-I M Z/I-I M I,Z/1-1 M „e ----L-- I M .Z I I M ,Z M ,.9 M „Z/1-1 M I,Z/1-1 1--- M .,Z M ,l9 M .Z/I-I to N — { i - -- I I I --------- I ---- ------ ---- -- -�- - �10 # i '219MOH5 I i i i i Z13MOHS I I 1 a I 9ru I I I I I I I 9ni N (u N > u I I I 'nb� 'nb-I �1NIsI I I I I I -AV-1I I to w I I El t I I O j I I I I ( OM I I �9HSbM I I ' OM I nb, I I I OM nb-I I � I � I � I � I �, I J � � I �' I � I� ► � I I � I �, IN 1 < l < I < I < I < I < I< < I < I < I < I I < I < I < � I I I I I I I I � I I I I I I I N d01�000 = I I I I Hib9 ?d915bW I I I ,��aNnb i I I t# Hlb9 I I 1 I 9# Hlb9 rni ------- ------------} --------- ---------I----------I----------i------- ----------------------;---------------------F---------- }---------- }---------{--------+--------{ -----------I-----------I----- ---- rn o n I I CIOOH N - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - -- - - - - - (,- - - - - - - - - - -- - -� - - - - - - - -� - - - - - - - -) - - - - -� -� ->c o <I ----------------------------------------------------------------------I-------------------------------------------------------------------------------------------- ON I C11n NMOzIO N I �oo�