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HomeMy WebLinkAbout48966-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#: 48966 Date: 2/27/2023 Permission is hereby granted to: Kelly, Kevin 42 Oxford Rd Manhasset, NY 11030 To: construct accessory pool pavilion as applied for. Must maintain minimum 5' setbacks from lot lines. At premises located at: 295 Fanning Rd SCTM #473889 Sec/Block/Lot# 117.4-10 Pursuant to application dated 2/21/2023 and approved by the Building Inspector.. To expire on 8/28/2024. Fees: ACCESSORY $178.00 CO-ACCESSORY BUILDING $50.00 Total: $228.00 Building Inspector 11;41. 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 htt12 s://www.southo)dtow y gov r .sr.mas'' Date Received APPLICATION FOR BUILDING PERMIT ] For Office Use Only M w0 nil ; Q l PERMIT N0. Building Inspector:ector: i Ie FIER 91 10o I Applications and forms must be filled out in their entirety.Incomplete BUIWINU applications will not be accepted. Where the Applicant is not the owner,an TOWNCIFSOUTHM Owner's Authorization form(Page 2)shall be completed. Date: r Z\ 2�z� OWNER(S)OF PROPERTY: Name: K V—. , i I �<0\ SCTM#1000- Project ,. c:.. . . , . PrajectAddress: � q r � �� � S k Phone#: 6 Ica Email: k/ <e c' Mailing Address: y p� ,—� � Gy( t �lJ )/,D .3 CONTACT PERSON: Name: K':.s Mailing Address: Phone#: (� —�� ) — �Jb3 Email: K1Ce1 15500 ��, ,�,c � 'I T-- DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: 'P'o Phone#: �;3 _ 9 L S Email: ro �e CONTRACTOR INFORMATION: u Name: Mailing Address: Phone#: s Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Additio ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ',.Other Pc°,.l�i'�ot- I I , $j�,c�C.) Will the lot be re-graded? ❑Yes�4No Will excess fill be removed from premises? Yes 1 PROPERTY INFORMATION Existing use of property: tree Intended use of property: .4ov—, e, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property" ❑Yes VNlo IF YES, PROVIDE A COPY. heck 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 15 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 buildings)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 : `�' ❑Authorized Agent 90wrier Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 4 4<C ,4 I E being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contracA above named, (S)he is the (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 21,0 day of 20 23 otary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK No. O1 D1475593 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) MY Commission Expires April 30, 20Z(p residing at do herebyauthorize to apply on , my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FEN �_ tw—_. $HO TAX I,D'1•17 Prnuli; [ SYMBOL LEGEND I lF .-per ms fft; j [J LI €lA 1111 IVT GAS"TIER • aw FEN7 p IV, ANr 1 .per- O I," fND IBI VAICR€AEILI€ >� _ ..,�...�,E r�r � r�� t p 1.1'./l o ser ud rns VAIVE ��'. ( SPDI LI LVA IIDIIi 1ILSr VL ; g s'i 9= p ftp ��a��t $-- :� II€AI I IC F;GIIA€MIT. �n� msr NIIL UIILITFW9H f'l 11:LL '17h I y€ 14111 -- my yaw v 9111011 101-w/1I04IT 0 DOLARD Sn p d thin Pln f. II A110 ILA; SUN U.C.GITRF.SI'U IIIEIII - IIIGT'In1Nrl!It OL - � _ (€ )_ M 1€ ' ,rC MC IIFURAIIT TE FF.IICT fellatlG) Root PAY 1 17.7 MA1610G AS. AIASGiRY . ' TRT O'j M'A'1111 AU� ! Pr.II l,IfnNA 3 �2 � I b'•INt T.f Vl.Yl.11111Un.y Bt LI, 7'•111LET 13AY N,Y Ar.now €G[§ C7 YARD;AIT c/r CEIIIN Euv+nnra T� - r ' ' L. E;YAm1 RA CT 0/II GKIRIfJIc t r-, 49.6' i dl CamL ry ur t/a Now MAI Ian - ,NP p - - V� A/C LSI Wnl!CAVF 7 � Il n y t; '0 - '; � - - F": A ` II;I II.L'L'110L'lll,lLll CAI1r.7'AA-LOT D •, ` 54VACAUT LorsrnA[r1710E BOUNDARY NOIfES: ITY : ML w :�d'7 - . tct�sF NISDPROPPEERRTYMANDDAHISTTOON RIICAL DEEEDS ANO IOLDDUA.S -'i' €a_ - V 1 YMYING INTERPRETATIONS OF THE PHYSIAL2 SURVM- NG RECORDS INDICATE THE OF - POSRIONINO OF THE UNES OF THIS PROPERTY. $ � , { _ •' 1 r,/o is r�-49.9Sul's ' ' 1 GUARANTEED TO: I' - x`" ''��'`'-- � 1 1•. KEVIN KELLY AND RRICID GILLESPIE `�3 I I= i L��i lt'N NfG NA710NAL TME INSURANCE COMPANY TRADITION TITLE AGENCY,INC ( J SCA o 7 1 11099 WAY IO I ,,0 I i GRAPIIC SCALE. " I S n/r 0 10 su r ( IN PELT ) ❑ICa Dr PAV-NI:uT 1 inch 20 ft, LOT CLEARING AREA s I [a stir AI n tD�1 v N r r} LOT AREA €l , §[ 73f}1D IA€; T£.= 16,500.30 S.F. ANNING RDF.=0.38 AC. i 1 fq€7f1� 1Je`�fpet:1�?517 dY-, � �- Ilt I t - 16,500.30 S.F. 8,263.80 S.F CLEARED `>' €;/tl/a7't 7a 0'171'13 6L'iV€y _ Ile 0.38 AC. 509 LOT CLEARED (FlSHLR ROAD) �� _ _ ?` 1�.V I1�i[ �'.,• B'11:�7 -...• ..,a,a._,�.e...�_ -_. .•... _..1tY BEY. ON4YTAX MAP NO. 1000-117130-011-00-010000SURVEY OF PROPERTY 295 FANNING ROAD -.- C - JOB No.S18-0128 SITUATE NEW SUFFOLK, TOWN OF SOUTHOLD a n d surveying DATE SURVEYED: 02/14/2016 SUFFOLK COUNTY, NEW YORK sl mjslandsurvey com ,100 P 631957 2Y RMC CREW AL SCALE 1 20 6 A 6 A 6 H , HS. A SSeSS� H g � 15-94" �? DASHED LINE OF EXISTING RETAINING WALL ABOVE 1'4 13'-14" 1'-4 7a 13'-102" 74' , 44 STEEL COLUMN ABOVE WRAPPED 0 IN 5/4"CEDAR PACKED OUT TO A DIMENSION OF 7-114"x 7-114" 2x4 FRAMED WALL WITH STUCCO LLJ 5'-0"WIDE FIREPLACE INSERT �J 1 1 -------- -- W z ---------------------------------- n n, Jn n ! n n n n. .. : u L1J -1I I 1 1 I I I I I I I I I I r 1 �- -u� -.-u--,� i MIT T ! III I I I II I 'tr I I 3 "? € ru I EXISTING RETAINING WALL { -j— W 1` It I I I 1 1 14-54 I I I I - I \I B Q D �I Q D r U I� 1 1 I 1 I U _ II M� r�T 4"THICK POURED o o� -u L CONCRETE SLAB ABOVE --y p� O -' -' _. --In ---�- T_-- -'-rT- -Tl- -fI ----f 01 � I LI I � I',� II II II II II II II I ! All 3ii 1 _9 I ` `------- - - �-1 ...Ll- -1T - - - -� L 1 2 0 D E W E Y LANE v 13 r\ l -- 1 1 I I I I -I I I I t h--T-IT- �r- rtr- rr rl- r, J _ �1 I I -TT u u �, u u u —u a _. LL LL HAMPTON BAYS, NY 11946 STANDING SEAM METAL ROOF 4x4 STEEL COLUMN ABOVE Ll 16"x 16"POURED CONCRETE 12"x 12"x 1/4"THICK STEEL PLATE W/(4)4' HAUNCH FOOTING POURED 0 REBAR WELDED TO PLATE 1"IN FROM © COPYRIGHT NOTICE: INTEGRAL TO SLAB EACH CORNER.PLATE SET IN CONCRETE THE FOLLOWING DRAWINGS ARE AN WHEN POURING.SET BOTTOM OF PLATE INSTRUMENT OF SERVICE AND SHALL FLUSH WITH CONCRETE PIER REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND LA 4 A 4 A DESIGNS CONTAINED HEREIN ARE PH5. PH 4 INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS (D-- PROPOSED FOUNDATION PLAN 2 PROPOSED FLOOR PLAN PROPOSED ROOF P NOT BY DRAFT, OR WITHOUT WRITTEN 3 LAN CONSENT OF DRAFT IS IN VIOLATION OF N ' " LAW AND STRICTLY PROHIBITED. IF AN SCALE: I/4" = I' - 0" SCALE: 1/4" = 1' - 0" SCALE: 1/4" = V - 0" ;44Nd ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS !TEM THE SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC STANDING SEAMMETAL ROOF STANDING SEAM METAL ROOF DESCRIPTION OF THE ALTERATION. 7-114"x 11-114"CLEAR CEDAR BEAM 7-114"x 11-1/4"CLEAR CEDAR BEAM STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF 3 x 10 CLEAR CEDAR RAFTERS NOTE: CLEAR CEDAR PANEL 3 x 10 CLEAR CEDAR RAFTERS ALL CONSTRUCTION TO CONFORM 7-114"x 11-1/4"CLEAR CEDAR BEAM CLEAR CEDAR PANEL WITH ALL APPLICABLE PROVISIONS 7-114"x 11-1/4"CLEAR CEDAR BEAM OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE,AND ALL w ! OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. ¢< 44 STEEL COLUMN ABOVE WRAPPED CD IN 5/4"CEDAR PACKED OUT TO A -, DIMENSION OF 7-114"x 7-114" F- z > STUCCO ON WOOD FRAME WALL---,,"__. ----- - OSTUCCO ON WOOD FRAME WALL Q 44 STEEL COLUMN ABOVE WRAPPED K E L LY 65"T.V. _C? IN 5/4"CEDAR PACKED OUT TO A _ DIMENSION OF 7-114"x 7-114" ---- -- RESIDENCE ---------- -------------------- 6-0"WIDE FIREPLACE INSERT +I ----- f 295 FANNING ROAD LLJ NEW SUFFOLK N� Y 1 1956 CTM# -_-_-JIIII--,-------- ------------------ ---\-IIII ---IIII--------_-_ --- -- --- C_--III �_-_-II------------------------�III-� -III----------------�" '�---------\I�----I��------------------------------ __-III- ---II -- ---- -------`\�-II ---II---------------------- DATE:____________ __--�II- I jI 1000- 11700-0400 01 0000 JULY 9TH 2O22 L--J L--J L--J I I I I I I L--J L--J L--J ISSUED: STUCCO ON WOOD FRAME WALL REVISED: 2022-12-23 4 PROPOSED WEST ELEVATION EXISTING RETAINING WALL 5 PROPOSED NORTH ELEVATION PROPOSED EAST ELEVATION '` V ��J'` ° `��'�` 6 PROPOSED SOUTH ELE : NATION , � SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' - 0" PROPOSED POOL PAVILION PLANS & ELEVATIONS rh380 3 x 6 CLEAR CEDAR BRACING 4 x 14 CLEAR CEDAR RIDGE BEAM 1 x 4 CLEAR CEDAR CENTERMATCH to - TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION PH5.0 ��--------- - � -STANDING SEAM METAL ROOF � - -STANDING SEAM METAL ROOF 5/8"THICK MARINE GRADE PLYWOOD IW -5/8"THICK MARINE GRADE PLYWOOD 1 x 4 CLEAR CEDAR CENTERMATCH 1 x 4 CLEAR CEDAR CENTERMATCH TOP OF RIDGE BEAM _ I I —T3 x}0 - EARS-EDAR RAFTERS - - 3 x 10 CLEAR CEDAR RAFTERS W Z (I=L. 13-4 8") 12 9� - I W - `---- 7 / x 11-1/4"CLEAR CEDAR BEAM TOP OF BEAM I ✓- I _ (EL.8' S 4') I 1 I I W a�BOTTOM OF BEAM 7'-6") I 1 44 STEEL COLUMN ABOVE WRAPPED �` % 44 STEEL COLUMN ABOVE WRAPPED V _ IN 5/4"CEDAR PACKED OUT TO A IN 5/4 CEDAR PACKED OUT TO A r DIMENSION OF 7-1/4"x 7-1/4" ' I I DIMENSION OF 7-1 14"x 7-1 14" Q I I I I ! I 12"x 12"x 1/4"THICK STEEL PLATE W/(4)4" 12"x 12"x 1/4"THICK STEEL PLATE W/(4)4' 0 REBAR WELDED TO PLATE 1"IN FROM E O REBAR WELDED TO PLATE 1"IN FROM EACH CORNER.PLATE SET IN CONCRETE EACH CORNER.PLATE SET IN CONCRETE I I WHEN POURING.SET BOTTOM OF PLATE WHEN POURING.SET BOTTOM OF PLATE j I I FLUSH WITH CONCRETE PIER FLUSH WITH CONCRETE PIER TOP OF EXIST.TERRACE ( L.0'-0") ',!"n irI-n°•. I it--!!!—III III I"II lli i=nI III-III�� �- I-I'.I I�!lIl rI I'lI i—I II!i i iI�iI ° ' .. . ,•. i= . = - - -- -- 20 DEWEY LANE _----- HAMPTON BAYS, NY 11946 =III= —11=Ili=III=III=III=III=!!!_Ili=1( I=III=I-II— tlll-III-,11 !I=III=III-III=III=III=ill=III=!!!=III=III—!!!=III=III-III—III=11! ill=ill.-111-III_-!I—! -n_! _I _ 1 _I =111= -! -!I-III-!!!-!!-111 =III=1I=1 -11I-11I-III-! =1 -111= =1 -1 —III ' =1 -- _ —11�HI I I=III=1 I= —III=Ill- I-III=III-III=11I=11I=1I-11I-III-III- l-1 III I- =1 1-1!—1!I. L- l -1 I I-I!-! -!!!-1 11- =_I n !r-1 n-n-n-I n-!!!-! =n ° I I I-� I I= =i I -I t ° I;— — -I;—11=! -!ll=! —I a-l!-n I-III-III-III-III-! =!n-n-!!-t!!-III-III-I -I r-1 I_ IlI 11 II- -I I=III=III=III=III-III -I I I-I I I-I I I=l I El I=1 =III III-�_ . ' -I— -1 I—Ill-11-III=III=1 U-=ill=1 1=III=III=1 I-III-III-11-11I- I-III-III-III-I n-1 -n I- -I r_I !y II =1 -1I=III=Ill-1 I I-ll- =Ill=1!=1 I=l I-III=Ill-1 I-I I I-n _.__ -# =11 u1=111-111-Ill=l I=III=IL=III=I =III-I I I-III=I L -I t-1 El a=n-I11=Ill-1 -11=� _ —III-1I III=III=III--_I l 111=III 111=1 —III —Ill III—III— .° —III—I — 11- -1I III III—III III = t—I I— 1 - III -I i,-n —111—Ill—III=III — — —IT III. -III—ITI-11 =III-I� =III ili_II =ni l II-I_ II -II-Iu I 16'x 16 POURED CONCRETE II =i11 III 11=Il li III il_�- 16 x 16 POURED CONCRETE l—III III_III-11— I II III=III IIII I _III-ill III =Ill ll � L I=II + I HAUNCH FOOTING POURED 1 1" INTEGRAL TO SLAB STUCCO ON WOOD FRAME WALL HAUNCH FOOTING POURED INTEGRAL TO SLAB © COPYRIGHT NOTICE: ---------------� THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER PROPOSED SECTION A-A a2 PROPOSED SECTION B-B LOCATION. ANY CHANGES MADE TO THE PLANS SCALE: 1/4" - V - 0" SCALE: 1/4" - If - 0" NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED 4 x 14 CLEAR CEDAR RIDGE BEAM BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. TYPICAL ROOF CONSTRUCTION STANDING SEAM METAL ROOF 5/8"THICK MARINE GRADE PLYWOOD 1 x 4 CLEAR CEDAR CENTERMATCH 3 x 10 CLEAR CEDAR RAFTERS i NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF 12 LAP JOINT SOUTHOLD,THE 2018 I.C.C.,THE 2020 19 3 x 6 CLEAR CEDAR BRACING STANDING SEAM METAL ROOF BUILDING CODES OF N.Y.S.,THE 2020 5/8"THICK MARINE GRADE PLYWOOD j N.Y.S. ENERGY CONSERVATION 1 x 4 CLEAR CEDAR CENTERMATCH i/ CONSTRUCTION CODE,AND ALL OTHER LAWS GOVERNING BUILDING '1 CONSTRUCTION AND SAFETY. I r j 4 -4/o _ KELLY i RESIDENCE 7-1/4"x 11-1/4"CLEAR CEDAR BEAM ��4 �/ 74 295 FANNING ROAD 4x4 STEEL COLUMN ABOVE WRAPPED IN 5/4"CEDAR PACKED OUT TO A 4x4 STEEL COLUMN ABOVE WRAPPED NEW S U F F O L K, NY 1 1956 � � _ DIMENSION OF 7-1/4"x 7-1 14" • IN 5/4"CEDAR PACKED OUT TO A SCTM# / DIMENSION OF 7-1/4"x 7-1 14" • 2 9 % 1000- 11700-0400-010000 12"x 12"x 1/4"THICK STEEL PLATE W/(4)4" • / =N 0 REBAR WELDED TO PLATE 1"IN FROM EACH CORNER.PLATE SET IN CONCRETE / DATE: JULY 20TH 2O22 WHEN POURING.SET BOTTOM OF PLATE / 10 7-1/4"x 1 1-1/4"CLEAR C DAR BI AM FLUSH WITH CONCRETE PIER i co x 6 CLEAR CEDAR BRACING ISSUED: l 7-1/4"x 11-1/4"CLEAR CEDAR BEAM i ,' �N " : /° REVISED: 2022-12-23 L6 I - (-III-III-III-�--_ 16"x 16"POURED CONCRETE -I=1 I --IAI=! I- -=� =III= -III-III- HAUNCH FOOTING POURED TER L CK CORNERS -I !- I I=1 1= a o = =II I INTEGRAL TO SLAB �-III=III=IIIIII-I PROPOSED POOL PAVILION SECTIONS PROPOSED DETAIL SECTION 4 PROPOSED DETAIL SECTION 5 PROPOSED BEAM DETAIL PROPOSED COLUMN PLAN 3 5 SCALE: 1/4" = If - 0" SCALE: 1 1/2" = 1' - 0" SCALE: 1 1/2" = If - 0" - _ SCALE: 3 - I Off 6 A 6 A 6 A H , PH5. PH5.0 15-94„ DASHED LINE OF EXISTING v-, RETAINING WALL ABOVE 1 _4 13'-14 1'-4" 74" 13'-10" 7a' rr.: 6 x 6 ACQ POST WRAPPED IN AZEK TO A FINISHED DIMENSION ON 7-3/4"x 7-3/4" Lij -- --- ----I W z r--- --------------- --- I _ I - -{2) 1 3/4"x A 1-7/8 LVLS- -- ----r - ----- --- ----- J \ / , EXISTING RETAINING WALL W 14-54 •.tip r \ B g u PH5, :II'J l/ . 3 cy L .01 I r„� �„� 4' THICK POURED b o b 0� o 1 ) I"T 00 �t 2 t 3/4"x 9 1/4" CONCRETE SLAB ABOVE _ �- --- o1 o LVLS II 5 I � � MIV ------------------------- ' 2 0 D E W E Y LAN E IL ------ - --- - - --- -- - - � PROPOSED ASPHALT SHINGLE - HAMPTON BAYS, NY 11946 b x 6 ACQ POST ABOVE PROPOSED WOOD FRAMED -----------_------= =-- --- ---- -----O ROOF WALL WITH 3/4"THICK - CENTERMATCH OVER 1/2"THICK PLYWOOD x b POURED CONCRETE SIMPSON POST BASE © COPYRIGHT NOTICE: HAUNCH FOOTING POURED INTEGRAL TO SLAB THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE H. 4 A 4 A 4 INTENDED FOR THE SPECIFIED LOCATION H l H AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS PROPOSED FOUNDATION PLAN 2 PROPOSED FLOOR PLAN PROPOSED ROOF PLAN CONSENT OFDRAFTITNVIOLAIION 3 CONSENT OF DRAFT IS IN VIOLATION OF N N N LAW AND STRICTLY PROHIBITED. IF AN SCALE: 1/4" = 1' - 0" SCALE: 1/4" = I' - 0" SCALE: 1/4" = 1' - O" ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROPOSED ASPHALT SHINGLE PROPOSED ASPHALT SHINGLE PROPOSED ASPHALT SHINGLE PROPOSED ASPHALT SHINGLE ROOF ROOF ROOF ROOF PROPOSED Ix4 AZEK FASCIA PROPOSED 1x4 AZEK FASCIA PROPOSED W AZEK FASCIA PROPOSED W AZEK FASCIA NOTE: ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE PROVISIONS OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 PROPOSED AZEK WRAP ON LVLS PROPOSED AZEK WRAP ON LVLS PROPOSED AZEK WRAP ON LVLS PROPOSED AZEK WRAP ON LVLS BUILDING CODES OF N.Y.S.,THE 2020 N.Y.S. ENERGY CONSERVATION 6 x 6 ACQ POST WRAPPED IN AZEK 6 x b ACQ POST WRAPPED IN AZEK 6 x b ACQ POST WRAPPED IN AZEK CONSTRUCTION CODE,AND ALL TO A FINISHED DIMENSION ON TO A FINISHED DIMENSION ON 6 x 6 ACQ POST WRAPPED IN AZEK OTHER LAWS GOVERNING BUILDING TO A FINISHED DIMENSION ON TO A FINISHED DIMENSION ON CONSTRUCTION AND SAFETY. 7-3/4"x 7-3/4" 7-3/4"x 7-3/4" 7-3/4"x 7-3/4" 7-3/4"x 7-3/4" Lu ¢ - z w KELLY > 1 x 4 NATURAL CEDAR � � RESIDENCE - - --- - m CENTERMATCH ON WALL M� _ 65"T.V. _ o ---------- -------------------------- --------- - ---- 295 FANNING ROAD ZD - NEW SUFFOLK NY 11956 +� 1 x 4 NATURAL CEDAR ' -- - - CENTERMATCH ON WALL SCTM# C----- ----------------------------------1----_- __ C------------------------------------------ {---------- --------------------------------------- 1000- 11700-0400-010000 -- ------ --------------------------------- -----------� -----� -------------------- DATE: JULY 9TH 2O22 L__J L__J L__J ISSUED: REVISED: 2022-12-23 REVISED: 2023-04-26 EXISTING RETAINING WALL EXISTING RETAINING WALL 4 PROPOSED WEST ELEVATION 5 PROPOSED NORTH ELEVATION 6 PROPOSED EAST ELEVATION PROPOSED SOUTH ELEVATION SCALE: I/4" = I' - 0" SCALE: I/4" = I' - 0" " _ ' - " SCALE: I/4" = 1' - 0" SCALE: 1/4 I 0 o� PROPOSED POOL PAVILION PLANS & ELEVATIONS • PROVIDE CONTINUOUS ROOF VENT PROVIDE CONTINUOUS ROOF VENT ----------- PHS. j„-- — TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION W ASPHALT SHINGLE ROOF W/MANUFACTURER -ASPHALT SHINGLE ROOF W/MANUFACTURER ( n TOP OF RIDGE BEAM I 1 SPECIFIED UNDERLAYMENT 2 x 6 CEILING JOISTS @ 16"O.C. SPECIFIED UNDERLAYMENT - All W -3/4"THICK PLYWOOD SHEATHING -3/4"THICK PLYWOOD SHEATHING — (EL.±10'-9 g'') 2 x 6 CEILING JOISTS @ 16"O.C. 2x8 ROOF RAFTERS @ 16"O.C. 2x8 ROOF RAFTERS @ 16"O.C. W 12 I I (2)1=314"x 1fi=7/8"LVLS ^----12 ^1%1� _j2)1=3/4°x-H-7/8"tVLS TOP OF BEAM I GIRDER ON ALL 4 SIDES 4 GIRDER ON ALL 4 SIDES I— BOTTOM OF BEAM - ---- - --- --- -- (EL.7 6") I I 6 x 6 ACQ POST WRAPPED IN AZEK 6 x 6 ACQ POST WRAPPED IN AZEK - I TO A FINISHED DIMENSION ON ter--- ---ram 7 3/4"x 7 3/4" 5 ____�� TO A FINISHED DIMENSION ON < I PH5.0 7-3/4"x 7-3/4" Q I 1 I I I I TOP OF EXIST.TERRACE Nil 10--0", —• =1i-- I-1—11= n._ill=it=�I_-,� i_= --III-I II I_I_I=11 -'1 I 1-11I=III. - - - 1 -II-1!i=III=ill-III=1 l=` II—In I I 1 =11I-1= I- 1__111 -III-III, III=1.I1 Il-i i_-I_I-1I 1=1 I-11 ' =1i1-1 _ - _ _ - _ -_ _ _ _ - _ _ _ _ - =1r=lil=lill,lll- L-1il irl--ril= rhl _ _ _ _ _ _ _ ., _1,1-=,,1_-1„--,,,- HAMPTON BAYS, NY 11946 1 I-111=1 -1 111_1 I 1=1I I= =1 =1 -1 -III=1 =111=1 n=1 -1 -1 n-n=1 I 1=1 -1 n-1 n=1 I--1 I 1=1 n.-n 1= 1= _ - - _ = 1= _ -I I_I II I-III-III-III=I IJ-I !III-III-111-II I-I II=II I-III-.III_=111- -I I I=III=Il l),h -III=III-. -III-_III-III.III-III-111-111-=III=III-III-III=11,1 -1- _ =_ _--I II 11 l - I_III - -111 -1 t-11-111-1 I1-111-�_ =1I1-n 1=111=1 -1I=111_I11-11 ° 1=111=I1-i �- - I 1 _III III 1-II_1I1_--II1 _I 1-J - _ _ _ _ -III11E IIIEIIIIII-1=1II=-111=111 I-11111 =ill-III=IILIII_III_III_I11=III=T_I11=III=Il=II III=UI-III=I_I_I-1Ir l 111=1 -11-1 u=111--11 I-111=11, 111 111 11121 I l III-1 r= __, -1I1-1II=III =fll- -fL=111-1I1=1I1=111 =111=1 n-111-111=nu=111-111-111=1-11 F= - III-11!- =I11-III=In=111-111- 1=II-11f-III=ILIIII_III=III-IIEll1 III=111=III-� 11-111 ' ° 111-III-111 III=111=111=111-111=111=111=III=III=111-II=III=111=111=11=11I 1= III =1 -III,—I-.I III-1Ih I-!' -III-1I =III III _I .� III-III-1I I1_1I1-1II a-1 n- .° -111=111-I'I _II- I I-I II 1II-Ti=1I I 111=1 I I_ � Lw 1 1 1 11-) 11 II LI'y Ill Ti 11 n 1-1 1 11 r n iT1 =11 F --• I I=11 I II I I1 III-n II1=1T_I-III-I 11=1 I I • IT1=1T1=1� I 1�1-ITI " I1=Ti I n 1 I i=1T1 I IJ-I� III=III=III=-III=1L=11 =.Ti_I 1=I1-I11-I �_� -I 1-II-1II-1 1-1 I1=n 1 u1�111 I-III<III=III=11�-Ij-' =1 I-Ili=III=1i I "�L 1=1 EI I II=1 I--1I1= I 1 1-11Bn 1-I=1I 11L1 _I-I 1-Ti 11 © COPYRIGHT NOTICE: `�----------------- THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER PROPOSED SECTION A-A PROPOSED SECTION B-B LOCATION. ANY CHANGES MADE TO THE PLANS SCALE: 1/4" — I' - 0" SCALE: 1/4" - I' - 0" NOT BY DRAFT, OR WITHOUT WRITTEN CONSENT OF DRAFT IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. IF AN ITEM BEARING THE SEAL OF THE ARCHITECT IS ALTERED,THE ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROVIDE CONTINUOUS ROOF VENT ASPHALT SHINGLE ROOF W/MANUFACTURER 3/4"THICK PLYWOOD SHEATHING 2x8 ROOF RAFTERS @ 16"O.C. TYPICAL ROOF CONSTRUCTION NOTE: ASPHALT SHINGLE ROOF W/MANUFACTURER SPECIFIED UNDERLAYMENT ALL CONSTRUCTION TO CONFORM -3/4"THICK PLYWOOD SHEATHING WITH ALL APPLICABLE PROVISIONS -2x8 ROOF RAFTERS @ 16"O.C. OF THE CODE OF THE TOWN OF SOUTHOLD,THE 2018 I.C.C.,THE 2020 OILTOP OF RIDGE BEAM 52 1 -6 4' N.Y.SD NE GING OYDCONSER ATIONES OF III E 2020 (EL.±10'-9 8') 4 CONSTRUCTION CODE,AND ALL �:4 - OTHER LAWS GOVERNING BUILDING CONSTRUCTION AND SAFETY. r 1 x 4 AZEK TRIM TOP OF BEAMOIL BOTTOM OF BEAM (Ell -6", -- � _..... KELLY I _ I00 I� IN N C i I _ RE SIDENCE CE 11 I Co Ix4 CEDAR CENTERMATCH LEFT NATURAL / 29 F 1 5 FANNI NG ROAD I - I 1x4 AZEK TRIM 3 NEW SUFFOLK, NY 11956 0 11 i (2)1-3/4"x 11-7/8"LVLS 4 8 1000- 11700-0400-0 10000 311 �0 1 BOTTOM OF BEAM 2-- — 4 1 (EL.7--6") \ 6 x 6 ACQ POST WRAPPED IN AZEK TO A FINISHED DIMENSION ON ., DATE: JULI' 20TH 2O22 7-3/4"x 7-3/4" 3/4"THICK AZEK TO WRAP COLUMN AS DEPICTED 5/8"THICK AZEK BEADBOARD SOFFIT (' 73 1 x 4 NATURAL CEDAR CENTERMATCH ISSUED: 4 l x 4 AZEK FREIZE BOARD <, 1/2"THICK PLYWOOD INTERMITTENT BLOCKING TO ALLOW FOR C REVISED: 2022-12-23 VENTING.PROVIDE BLACK INSECT SCREEN 2 x 4 @ 16"O.C. REVISED: 2023-04-26 I I 1 OIL TOP OF EXIST.TERRACE c (EL.0'-0") J a a a° —1 I =_— I— i=III=1 � ��Cr,•'�;'_°. -f `<�� � 1100I * SIMPSON POST BASE 1 __III— III • I I=1 I I-III 1 I I=1 I I=1_LI III=1 i t=1 (I=1 I I-1 I I � a, I I -_ � --_ — �� `�^- �-- �°'' 16"x 16"POURED CONCRETE —III—III—III— — I-1 I—I I — -- —III �_�_� —III— HAUNCH FOOTING POURED —I I —I I —I I — — — = —III— INTEGRAL TO SLAB 1_" 1u ��llL I==III- I�-III—LI—III I 1=I 1=1T 32 PROPOSED POOL PAVILION —I —III III=1 1=11 I—III-=1 IJ� 3„ 1„ 1„ 3„ =III III-III=IIIL_ 4 2 2 4 SECTIONS 3 PROPOSED DETAIL SECTION 4 PROPOSED EAVE DETAIL PROPOSED DETAIL AT WALL 5 SCALE: 1/2" = I' - 0" SCALE: 1 1/2" = I' - 0" SCALE: 1 1/2" = 1' - 0"