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HomeMy WebLinkAbout51495-Z Town of Southold * * P.O. Box 1179 o� 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46198 Date: 05/28/2025 : THIS CERTIFIES that the building DECK Location of Property: 545 Bavview Dr East Marion, NY 11939 Sec/Block/Lot: 3 7.-1-22.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 16/25/2024 Pursuant to which Building Permit No. 51495 and dated: 12/19/2024 ' 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: Front and rear deck additions to an existing single-family dwelling as applied for. The certificate is issued to: Saiegh SV Trust Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: uth ' ed Sign' a4ej ofsouryo�o 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#: 51495 Date: 12/19/2024 Permission is hereby granted to: Saiegh SV Trust PO BOX 392 East Marion, NY 11939 To: Construct a deck addition to an existing single-family dwelling as applied for. Premises Located at: 545 Bayview Dr, East Marion, NY 11939 SCTM#37.-1-22.1 Pursuant to application dated 10/25/2024 and approved by the Building Inspector. To expire on 12/19/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $513.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $613.00 Building Inspector pF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] F NDATION.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 j EMARKS: - l D - s(w DATE 6, INSPECTOR i OF SOUT,�O� TOWN OF SOUTHOLD BUILDING DEPT. cau►�,�� 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] _ INSULATION/CAULKING [ ] FRAMING /STRAPPING [WFINAL Dt&k- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]_ FIRE RESISTANT,CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4a T c liwk— — off,c�c C.o evm 4"w�pw 0— At &I-IM- PAdbi" CO" DATE INSPECTOR �.. ' � - ,.,M• ' � � w '.;ti fir. ! .,•v : � � -'. � `e � �. Alk � 40 II 1 jr 'rft 71 All k ::ova � ...�;• �, v �.��,a}• fir • .. y,.:•'ic�yy k • �. ar MELD INSPECTION REPORT DATE COMMENTS 777 t� FOUNDATION (1ST) - -- 3 ----------------------------------- FOUNDATION (2ND) - Ynn �-D V Q C� ROUGH FRAMING& PLUMBING W 1 - � 1 INSULATION PER N.Y. y STATE ENERGY CODE - AJetaany end�.c- ,plates �S . FINAL Say a �wCO. C� ADDITIONAL COMMENTS C rSn VJ� rn 1 tRy 11 O x E� x b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT a Town Hall Annex 54375 Main Road P.P. Box 1179 Southold,NY 11971-0959 owl Telephone (631) 765-1802 Fax (631) 765-9502 littps:ifNN,-ww.southoldtownny.gov Date Received i APPLICATION FOR BUILDING PERMIT a� n Y For Office Use Only ' 3 5 0 4 �OCT 2 5 2024 PERMIT N0. Building Inspector: Applications and forms must be filled out in their entirety:Incornplete applicatipns will not;be accepted.-Where the Applicant is not the owner,an ailai. a �7 ��+ Qwner's Authorization form(Page;2),shall be completed Date: OWNER(S)OF PROPERTY: Name:c5�p�U , �' .� SCTM#1000- `ems . Project Address: Phone#: 6 q(0 — qs-c _ p 57-4O Email: Mailing Address: Q CONTACT PERSON:— Name: lrC,�� 60 Pt Mailing Address: Phone#: ��( _ �cj — Email: Llc� cwLW 11 G „ DESIGN PROFESSIONAL INFORMATION: ,Name: ^ Mailing Address:... Phone#: (P�.[ —S Z — S� Email: 2 AATO.C� n O hht( ' CONTRACTOR INFORMATION OVY, r I Name: +(54 O LopC Mailing Address: ? 5�© ��� �Op,-D Phone#: l — DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure�Addition ❑Alteration ❑Repair ❑Demolition Estimated Co st of Project: ❑Other $ 6 ^ Will the lot be re-graded? ❑Yes KNo Will excess fill be removed from premises? ❑Yes El No 1 v,.;:PROPERTY:INFORMATION,'', Existing use of property: Intended use of property: Zone or use district in whit premises is situated: Are there any covenants and restrictions with respect to' this property? LJYes ❑No IF YES, PROVIDE A COPY. _.. 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 orRegulations;'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 m tiuilding(s)for,necessary inspections,,false statements madp_erein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New Yo�k"State Penal law. Application Submitted By(print name): e C�l �� Authorized Agent ❑Owner Signature of Applicant: r Date: " STATE OF NEW YORK) SS: COUNTY OF 50KO ) �i ecEz' cz? -a being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Ccm�Gt CID (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 p—�, Fj day of ly i��`�-�'�� 20 Notary Public SANDRA V.SAIEGH NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZA IOgistration No. 02SA6407223 (Where the applicant is not the own r) Qualified in Suffolk County n Commission Expires 05/18/20 6 I, 5i?sMJ&A `�C-� , �MQ,&Q residing at3 2S DC ')WlW 1-�AAD do hereby authorize Ul`�`rn nl_9sa2 to apply on my behal ow of uthold Building Department for approval as described herein. A — io --zr— 2- rw nay,s SI ture Date Print Owner's Name 2 October 22,2024 To:Town of Southold Building Department Town Hall Annex54375 Main Road, Southold, NY 11971 Re.Application for building permit for 325 Dogwood Lane(aka 545 Bayview Drive) Dear Building Dept. This letter is to confirm that I am the Trustee of the Sandra Veronica Saiegh Trust, currently the owner of the property at 325 Dogwood Lane, aka 454 Bayview Drive, East Marion, NY 11939, SCTM#1000-37.-1-22.1 and as the Trustee I am authorized to apply for the enclosed building permit. Sincer Sandra Veronica Saiegh Trustee,Sandra Veronica Saiegh Trust s -= zg.-- gx a " ., c,.° -°' --rr•ti -* . ' ,yew ``� f 4 g}? � f ,':R � it p t[=r- ,• a" „. $ ...:s., ~ *, tt r`.k•� 286+ 'A��YE68`5�����c» .g � a' �° w�iruv��Wuacaa Yke°4�tfwvxa„�.n � s' �� ,� _ 7 ,$ IJLd4ilh Qe6l9C �, " .p -..,,7l 6ROhO�AY��'O"'4 F{Cei'Ps{6Y Nbg7 YOBC 9. ;aif4 $a �7 r,.5 01..^�t -i+ 4' ��'( try... a`,�+�J•.h�/�._,.au^,Yj.„¢ �-�`+-'.a_,�,,.,.,,,�_ r- af,_;.' 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"� °w' '.�c.•7`� y ,� as ''�%�'sa r� P ua o <or e� cn 0� t V SOT Iv hO m C MT..MAIL Ay Y M � I SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-37- 01--22.1 Scale: 1"=30' JUNE 4, 2012 AP.F_A 17,514 sq.tl. Gj� tti I-o r.IVIJI RS ARE r3EFEREN:EP TO t+AP 6F S£CT(ON TWO; 6ARP':'e a/?Y',E$7ATES, SITUATE A. FAS MfiR7oN. Y i� rJE1f"YORh FlL£!J liY TH£OFFICE OF TN£SU.^FOLk t COUNTY t7.FRK ON SEPT. 23,1927 AS MAP N0. 275. AVY AL'TFt+�t TFL>'�OS'ACD!T!flN 7Q tl:S s'AtVE"Y IS A '^"d4?ATKAN /�f`''fr1j �y"iY q iJ'`yh�tO. 49618 CF SCGT.:N,r�F9::tf 7{Y'`t.L�'K T`RX STATE&DUCATt4;S'LAr EkCEPT AS P�R'SECTL"f.7"9•SU8L1 nSYtRN Q ALL C•RTEt't '77aYS. "° �Gt' Q,'47C SL7Rl 7'Dfisr P:C.ta£t?r.4;'A:iPE KA Lt FCW TdIS i(AP AM?.CCf eS t�cFsCf�'OYL Y- S .. Cc�4T BEAR.Try w £S.Sp.S,,u Of Tv--st<gviz1'pp (63d1:765-5020,FX-163t) 765 -1797 nrScc` u�err APPEA,5.i v P.O.ROX 909 J2U T'uA II!,Iy!STREET araV 11971 12-184 Lg DEC 1 5 2024 rM, ,•x 1I F nl C ,ti N 07- 97 9b yp� ' co 1 �v r Bg OA IEf.UIL,. 7.D' ;per S!• . �..h1• cvlG , Jf / V Zft --�� �1 jsctitLra !�i r�r f I. . rz IVV 3tJ;ii , SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-37- 01--22.1 Scale:1"=30' JUNE 4,2012 �,nc+64F.t AREA = 17,514 sq.11. si• �! r4 'S LC'"(`IVUMSE'h5 An ReFEr7ZAtrM TO 'i f`cF SEG•TiCti-TWO; �aFfwLyE9'S'Bar ESTATES,'S1Tu�.TE AF C+3ST Mr 1.101,' t ., , ME YORK M.CO V TIE OFFICE OF T SU FO H' 'F 1 COUNTY CLERK ON SEPT. 23,1927 AS MAP N0.275, ' l O At SCtMtAr JV.+.f poi h`j°ri S1AU .MLA Y, aY.,t' cn hC 496(8 rt�'::• art?s5_ra �^cs.>sty F:zsrcv ctl,cehrrr�eresc"s �EG(WfC 0 +c°nEC(t,.+1iF VALVAR r,,.su M.-CCf S,,tt77EOt CxyY Y`2'. Ct N^.Y7�Ctf£S v�4CS5F�S-XL or'T7l.IL!9m� M.. (631J 7G. ,-4 020 fY e631) 765 -1797 u"rm Tt p,rvsl,'S• _%C A/.'fEAMS h--Mcc. P.O.'BOX 909 IZZO MAMLCP 5TR T S'JJiN3„'C;N.Y. 11. 12-]84 3. All electrical work is to conform to zLocal, N,E•C, and Underwriters requirements 4. Controctar'sholl verify all dimensions and conditions in the Field prior to EXIST. EXIST. construction. Notify the Architect of conflicts or discrepancies r---- HOUSE F°IOUSE C) E-I All 5. Do not scale the drawings.Written dimensions shall take precedence over scaled o _ , scaled ones. Longer scale details shall take precedence over smaller drawings. It is W �y,--- / DN / U O the intention of the of the drawings to provide for a complete job in all respects. 6. The Architect shall be ratified of oil changes to the design.The Architect is not I g 11 z•.lo• NAILE -SECURE wi --• responsible for changes made without notification. I t, I Q p '/>"mr3°LAG �REwS�I¢•o.c. 7. The Contractor shall be es r pansible for adequately bracing all work during � � :9 constructim against breaking, collapse, distortion and misalignment according to all codes, standards and good practice. ! __- I 0 / Z t= AGO. W GIRDER e. Provide smoke and carbon monoxide detectors as per N.Y.S. codes q. The installation of all materials ad products sholl meet oil manufacturers requirements. 10, Concrete is to be 3000 p.s.i.min,an 2 ton per square Fact snit bearing capacity. I I U u t•I ? / x D N Verify so!I bearing capacity in field. I I I :"s I l-$ DECK / 11. Double Frame around all openings, under parallel partitions and under bath tubs, i a I I g a X© s/.I°wooD DECKING U 12. 'Teco' connectims required at oil flush structural load carrying conditims. I i I a 0 w 13. All framing lumber is to be Doug-Fir 42 fb-1150p,s.i., E=1.4m p.s.i, i I (z)- z'ra• ACA. W GIRDER j /. U 14. All headers and girders to be Doug-fir fir p2 fb=1250 s.i., E-1.7m s.i. 9i 9- P• P• L-- _ 15, All exterior deck Framing stall be C.C.A. treated. r I 6• D'-O ' 0 Is.-Orj0 2'-IIy°4' 16, The Architect allows me structure to be built with this set of plans, with one _ W 4 Iq._T• building permit. The Architect sholl not be responsible For additional structures m I 14 S 4 ra. m built using Chex plans. I I m® 6 /, 17. Prefabricated fireplaces and flues sholl be L.I.L. approved. i ry p j IB. All headers not noted are to be ( )2 2'xl2 I I m ACO. 19. Bridging to be either solid, I"x3'or 18 ga.cross-bridging, not to exceed B'-0"o.c. (w - IV GIRDER //// 20. Provide do.nprooFing at all exterior Foundation walls. 21. All flitch plates, L.V.L:s and girders are to bear on solid wood posts and have o I 0 Q solid blocking down to foundation walls. , ;• n w 'Jr / DN 22. All joists and rafters are to be bridged @ B'—O^ O.L. lx& 23. Interior bearing Wails Ore to be blocked @ 4'-O° O.C, i / VERIFY LL p•-a• VERIFY LL O °rB^ AGO. W GIRDER / CONDITIONS ear / CONDITIONS 24. Steel ASTM A-36 pointed, bolts as noted (A307), welds-E70XX, reinforcement U, ASTM gr_60. I EXIST. EXIST. 25. Record Architect is not responsible For supervisim, inspection or administration ( q 0 0 n j HOUSE of this project. i m NO SUBSTITUTIONS J I _ (2)_-� z°rB_• co. �GIRpeR i Q / - ��--1---- O All framing hardware Shaun an these Alms, unless otherwise indicated is 'Simpson Strong-Tie°. ---------- -----J No sustitutlons me approved or authorized due to the relationship of Framing hardware to the B°d DIA. POURED CONC. 6' D._�8 D'—Orj§• I ge S�HTOw R OU other components of the structure, any Framing hardware substitutions will render these plans W null and void and will result in the Installer/Controctcr assuming responsiblity For the design f Ir-IYa 4 IT-�a F'7-i and perfonmmceof the entire system. 1 /1 FOUNDATIONt PLAN DECK PLAN O zo i SCALE. y'_I'-O" O SCALE. L"'-I'-O° AREA. S83 S.F. O .w t<..I NOTE, CN Q VERIFY ALL EXISTING CONDITIONS AND CLEARANCES w PRIOR TO CONSTRUCTION, NOTIFY ARCHITECT OF DISCREPANCIES. NOT RESPON515 LE FOR CHANGES MADE WITHOUT NOTIFICATION. .Cw G�PPLI M.lro/T., (2)-2"xB" ACO FLUSH �* J••f 1 l' GIRDER EXIST. • SIMPSON JOIST NOTE, SIMPSON POST BASE HANGERS @ IG" O.C. EXIST. PB-44 �OF N�N'1 RE OVE BRICK FROM EXISTING ALUMINUM POSTS }°IQUSE ~—J' GONC. STOOP AND LAYOVER CABLE B RAIL 9TL.WOOD pECKING ANp BTEP9 CABLELE RAIL - TO GRADE—HANDRAIL el 2"x B" ACO D.J. @16" O.C. 2"x&" ACO NAILER EXIST. m IZ LAGGED TO HIQIJSE MAIN STRUCTURE GRADE 3° HANDRAIL ° ]� , No. Date1i Title EXISTING GONG. STOOP—/ '` f REVISIONS: DIA, POURED CONC. Dra%%m By: RMT"I FRONT STEP PLAN FRONT STEP ELEV. -SONOTUBES" (TYR.) SCALE- DA"-1'-0" SCALE- Y•-I'-O" Date: I O/21/24 R004 APPROVED AS NOTED DATE: B.P,# GENERAL NOTES : FEE � �3 C)2, BY:..�� NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE I. All construction is to conform to N.Y. State and Local building codes. VERIFY ALL VERIFY ALL FOLLOWING INSPECTIONS: 2. All plumbing is to conform to County and Local health department requirements. CONDITIONS CONDITIONS FOUNDATION-TWO REQUIRED 3. All electrical work is to conform to Local, N.E.C. and Underwriters requirements Z, FOR POURED CONCRETE 4. Contractor Shall verify all dimensions and conditions in the field prior to _ _ - - Z, ]EXIST. / EXIST. ROUGH-FRAMING&PLUMBING construction. Notify the Architect of conflicts or discrepancies r HOUSE HOUSE INSULATIONFINAL 5. Do not scale the drawings. Written dimensions shall take precedence over scaled BE COMPLETE CONSTRUCTION �- - - - - BE GOMPLEtE FOR G0� scaled ones. Larger scale details shall take precedence over smaller drawings. It is UJ �- - -------------------- DN ------- ------------ ALL CONSTRUCTION SHA1Ll M�TTHC O the intention of the of the drawings to provide for a complete job in all respects. IIN REOUIREMENTSOF THE CODES OFNEW M U (0.. The Architect shall be notified of all changes to the design. The Architect is not I p U 2"xIO" NAIL_ - —SECURE W/ YORK STATE. NOT RESPONSIBLE FOR U DESIGN OR CONSTRUCTICN ERRORS w responsible for changes made without notification. Q I I - 0 7. The Contractor shall be responsible for adequately bracing all work during I cu h construction against breaking, collapse, distortion and misalignment according to I n CO� Ri.YWITH�3L�-CCDE 01 W PJEW Yo:94;STATE&TCW'4 CODE r� z all codes, standards and good practice. I � '�lI> `�®�eI�D GCRDlT�O�VS x F — — — (2)— 2"x8" ACQ. UI GIRDER . + W 8. Provide smoke and carbon monoxide detectors as per N.Y.S. codes UJ q. The installation of all materials and products shall meet all manufacturers I !` •»� ,. �Mw� O O requirements. I B U t'*s ,,, .... , ......,s �. m �- 10. Concrete is to be 3000 p.s,i. min. on 2 ton per square foot soil bearing capacity. I I Q = Z �, ,.� d a 011 cu Verify soil bearing capacity in field. i I - ._� F m DECK 11. Double frame. around all openings, under parallel partitions and under bath tubs. I I x X 5/4" WOOD DECKING C U N 12. "Teco" connections required at all flush structural load carrying conditions. i I NO w """ 13. All framing lumber is to be Doug-Fir #2 fb=1150p.s.i., E=1.4m p.s.i. I (2)= 2"X8" ACO. UJ GIRDERUJ U 14. All headers and girders to be Doug-fir #2 fb=1250p.s.i., E=1.7m p.s.i. — — - - - O It) — 15. All exterior deck framing shall be C.C.A. treated. - - RETAIN STORM WATER RUNOFF 6" 8'-OS/8" 2'-11�4" M I 8'-OS/8" d V r � 16. The Architect allows one structure to be built with this set of plans, with one ! I PURSUANT TO CHAPTER236 building permit. The Architect shall not be responsible for additional structures m i I Q CE h m Iq OF THE TOWN CODE built using these plans. i X - � 17. Prefabricated fireplaces and flues shall be U.L. approved. I 0 16. All headers not noted are to be (2) 211xl211' II,®®___ (2)- 2"Xa" ACQ, l� GIRDER m Iq. Bridging to be either solid, I"x3" or 18 ga, cross-bridging, not to exceed 6-0" o.c. - - - - - - 20. Provide dorrriproofing at all exterior foundation walls. 21. All flitch plates, L.V.L.'s and girders are to bear on solid wood posts and have aD I B 0 c� solid blocking down to foundation walls. x 0 N . 22. All joists and rafters are to be bridged @ 8'=0" o.c. I N @, ,�/ Z i �i I VERIFY ALL ,4i—p�� VERIFY ALL 23. Interior bearing w0115 are to be blocked @ 4 O O.G. "Ip�- (2)— 2"x8 ACQ, l31 GIRDER CONDITIONS CONDITIONS O 24. Steel ASTf"I A-36 painted, bolts as noted (A307), weld5-E70XX, reinforcement - - - - - - ASTM gr. 60. I EX I . EXIST 25. Record Architect is not responsible For supervision, inspection or administration N I D cl � -IOUSE of this project. I I Co U1 I x � ►A O _ NO SU85'T I TUT IONS I (2)— 2"x8" ACQ, UJ GIRDER r""1 All framing hardware shown on these plans, unless otherwise indicated is "Simpson Strang-Tie". — — — — — — — — — — — — --1 No su 8"m DIA. POURED CONIC.stitutions are approved or authorized due to the relationship of framing hardware to the 6 a'-o5/8" 8'-o5/a" OUTDOOR 6" other components of the structure, any framing hardware substitutions will render these. plans SONOTUBES' (TYP.) SHOWER W null and void and will result in the Installer / Contractor assuming responsiblity For the design Imo'-1y4 17 -ly4" ~J' and performanceof the entire system. FOUNDATION PLAN DECK: PLAN W o z O SCALE: I/4"—I'—O" SCALE: 4"—t'—O" O Q AREA= 583 S.F. O N NOTE: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES w PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Ji M. tijgT C') (2)-2"x8" ACQ FLUSH GIRDER EX'I ST . HANGERS C� I G" O.C. a--LOUSE S O41S6� NOTE: SII"IPSON POST BASE T y REMOVE BRICK FROM EXISTING ALUMINUM POSTS EXIST. PB-44 �TEOFN. GONG. STOOP AND LAYOVER I.d/STAINLESS STL. HOUSE WOOD DECKING AND STEPS CABLE RAIL o0F TO GRADE W/HANDRAIL 2",xB" ACO D.J. PIG" O.C. e DN ^ as 2"x&" ACO NAILER EXIST. i O LAGGED TO HOUSE —� � I"LAIN STRUCTURE GRADE \_B0 HANDRAIL a No.11 Date 11 Title REVISIONS: EXISTING GONG. STOOP LB"(P DIA. POURED GONG. Drawn By: RMM FRONT STEP PLAN FRONT STEP ELEV . "SONOTUBES" (TYP.) SCALE: 4"—0—O" SCALE: 4"—0-o" Date: 1 O/21/24 D—E T A I L ( -rYF ) Drawing No.: SCALE: %2"el'-O" OF SHEETS GENERAL. NOTES : I. All construction is to conform to N.Y. State and Local building codes, VERIFY ALL VERIFY ALL 2. All plumbing is to conform to County and Local health department requirements, CONDITIONS CONDITIONS 3, All electrical work is to conform to Local, N.E.C. and Underwriters requirements 4. Contractor shall verify all dimensions and conditions in the field prior to EXIST. EXIST. construction. Notify the Architect of conflicts or discrepancies r — HOUSE HOUSE S. Do not scale the drawings. Written dimensions shall take precedence over scaled scaled ones. Larger scale details shall take precedence over smaller drawings. It Is UJ - -------- ------------- _____� DN the intention of the of the drawings to provide for a complete job in all respects, I _ - 2" 8" NAIL= SECURE W/ 6, The Architect shall be notified of all changes to the design, The Architect is not I I 'i I w ¢ I %2' 3"LAG CREWS responsible for changes made without notification. = 2"xa" ACQ �t -�. 7, The Contractor shall be responsible for adequately bracing all work during � I D.J. @16" O.C. I I construction against breaking, collapse, distortion and misalignment according toIL i all codes, standards and good practice. r I IL IL o i / F--a w U 8. Provide smoke and carbon monoxide detectors as per N.Y.S. codes I I ^ rG 9. The installation of all materials and products shall meet all manufacturers W I i - i H C C) requirements. I w � � W ►� � ¢ 10. Concrete is to be 3000 p.s,i, min, on 2 ton per square foot soil bearing capacity. I i z'xa" ACQ 17 a 0 Q ¢ Verify soil bearing capacity in field. D.J. 4-DIG" O.C. DECK _ I I I OC � 1 _ I m II. Double frame around all openings, under parallel partitions and under bath tubs. I I o � p i w 5/4" wooD DECKING N 12. "Teco" connections required at all flush structural load carrying conditions. r I I 0. P In I Q i X oho / 13. All framing lumber is to be Doug-fir #2 fb=1150p.5.i,, E=1.4m p,s.i, r I i I I 1` i / U C) YJ 14. All headers and girders to be Doug-fir #2 fb=1250p.5.i., E=1,7m p.s.i. L — — — i / ►-� a; 15. All exterior deck framing shall be C.C.A. treated. I I I 16. The Architect allows one structure to be built with this set of plans, with one k)J I a,_o5 ® N building permit, The Architect shall not be responsible for additional structures m 6 /a built using these plans. 8'-6�8" Cd 17. Prefabricated fireplaces and flues shall be U.L. approved. m 18. All headers not noted are to be 2 2 xl2 _ - _____ / Icl, Bridging to be either solid 1"x3" or 181' o." cross-bridging, not to exceed 8'-0" o.c, I Q Q ti 9 9 � 9 20. Provide darnproofing at all exterior foundation walls. II I I 21. All flitch plates, L.V.L,'s and girders are to bear on solid wood posts and have 1 w solid blocking down to foundation walls, �1 I UJ 22. All joists and rafters are to be bridged @ 8'-0" o,c, I - i ^/ 23. Interior beorin walls are to be blocked @ 4'-0" o,c, VERIFY ALL VERIFY ALL I-�l g CONDITIONS / CONDITIONS O N 2"x8 AGQ x 'x8' ACQ I / 24. Steel ASTI I A-36 painted, bolts as noted (A307), weld5-E70XX, reinforcement co I I D.J. O.C. (V I D.J ODIC" O.C. ASTM gr. 60. In I = i EXIST. EXIST. 25. Record Architect is not responsible for supervision, inspection or administration ( I � i HOUSE SOUSE -� of this project. r l V NO SUBST I TUT I ONS N I L (3)- 2"x8" - AGQ. UJ FLUSH j oN W J All framinghardware shown on these plans, unless otherwise indicated is "Simpson Stron -Tie", — — — — — — — — — — — — — — — — H p i p g 8 m DIA. POURED GONG. J o No sustitutions ore approved or authorized due to the relationship of framing hardware to the "SONOTUBES" (TYP,) other components of the structure, any framing hardware substitutions will render these plans � Cr_ W null and void and will result in the Installer / Contractor assuming responsiblity for the design 171_1,411 171—I4" and performonceof the entire system, n FOUNDATION PLAN DECK PLAN W 0 Z � O SCALE: 4"—I'—O" SCALE= 4"-1'—O" O AREA: 553 S.F. NOTE= VERIFY ALL EXISTING CONDITIONS AND CLEARANCES M PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. w NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. qt D ABC' \ (2)-2"x&" AGQ FLUSH GIRDER EX I S—I1— . I " SII"IPSON POST BASE HANGERS @ I G" O.G. 1-40USE NOTE: EXIST. PB-44 ...,,...... �.,.. 4i_6u REMOVE BRICK FROM EXISTING ALUMINUM POSTS 44OUSE FOF N _ GONG. STOOP AND LAYOVER W/STAINLESS STL. WOOD DECKING AND STEPS CABLE RAIL TO GRADE W/HANDRAIL 2"X&" AGQ D.J. PIG" O.C. 7111111111111111 DN O r\ <a 2"x&" AGQ NAILER EXIST. —� z— LAGGED TO HOUSE a r'IAIN STRUCTURE GRADE 1 5/14/25 AS-BUILT 3° HANDRAIL a p No. Date Title NEW BRICK VENEER REVISIONS: Ulm E OVER EXIST. GONG. STOOP ((n�. 8"O DIA. POURED GONG. Drawn By: �I FRONT STEP PLAN FRONT STEP ELEV . "SONOTUBES" (T1'P.) MAC' 2 2 2025 Date: � 4u 1_ 11 1411 1_ 1' Building Dep-.4ment SCALE: y i 1 O SCALE: � o I O Town of Southold l�/21/2 A D ETA A I L ( 7--rP ) Drawing No.: SCALE, %2"-1'-0" OF SHEETS