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Home My WebLink About46799-Z �o��gUEFO Town of Southold 2/1/2024 y� P.O.Box 1179 0 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44916 Date: 2/1/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1390 Demarest Rd, Orient SCTM#: 473889 Sec/Block/Lot: 13.-2-7.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/24/2021 pursuant to which Building Permit No. 46799 dated 9/9/2021 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: additions and alterations, including second floor decking, enclosed porch, outdoor shower and finished non-sleeping attic storage,to existing single family dwelling as applied for per ZBA#7730, dated 2/16/2023. The certificate is issued to CVJB LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46799 9/8/23 & 1/3/24 PLUMBERS CERTIFICATION DATED 17 t rize ignature SkEfQI/ TOWN OF SOUTHOLD BUILDING DEPARTMENT CA TOWN CLERK'S OFFICE o • 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#: 46799 Date: 9/9/2021 Permission is hereby granted to: Lalezari, Parviz 3 Chateaux Cir Apt 3N Scarsdale, NY 10583 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1390 Demarest Rd, Orient SCTM # 473889 Sec/Block/Lot# 13.-2-7.7 Pursuant to application dated 5/24/2021 and approved by the Building Inspector. To expire on 3111/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $611.60 CO-ALTERATION TO DWELLING $50.00 Total: $661.60 Building Inspector pE SO!/T�o! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviin(a-)town.southold.ny.us Southold,NY 11971-0959 IyCOUNi`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: CVJB LLC Address: 1390 Demarest Rd city:Orient st: NY zip: 11957 Building Permit#: 46799 Section: 13 Block: 2 Lot: 7.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Retrofit Electric License No: 60131 ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Rear Deck Only Inspector Signature: Date: September 8, 2023 S. Devlin-Cert Electrical Compliance Form pF SOUT�,�I 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 ,c� • �o sean.deviin(a-)town.southold.ny.us O ��OUNTV,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: CVJB LLC Address: 1390 Demarest Rd city:Orient st: NY zip: 11957 Building Permit#: 46799 Section: 13 Block: 2 Lot: 7.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X 3rd Floor X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 71 Ceiling Fixtures 3 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 22 Wall Fixtures 84 Smoke Detectors Main Panel 200X2 A/C Condenser 2 Single Recpt Recessed Fixtures 73 CO2 Detectors Sub Panel A/C Blower 6 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 10 Transfer Switch 200A UC Lights Dryer Recpt GaS Emergency Strobe Heat Detectors Disconnect Switches 65 4'LED Exit Fixtures Sump Pump 11 Other Equipment: (2)Mini Fridge, Fridge, Oven, DW, Micro, Cooktop, Hood Notes: AS BUILT NO VISUAL DEFECTS" Whole House Renovation Inspector Signature: `t Date: January 3, 2024 S.Devlin-Cert Electrical Compliance Form(1) o�aOF SOUTyOI l F/ l `7 I C, # # TOWN l OF SOUTHOLD,BUILDING �(L�J , ,o 765-1802 ANSPECTION _ [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING' [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: �'� cS DATE t 2 INSPECTOR <_ 7S7� # # TOWN OF SOUTHOLD BUILDING DEPT. °�yrouxnN� 765-1 802 INSPECTION [ ] FOUNDATION 1ST [• [ .176UNDATION 2ND [ ] .INSULATION/CAULKING [vl FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (0 V ✓ CJw 11i� On MA DATE �. aoa� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. Coumv,, 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE NARKS: lg�i-4-AC S� &4l A�ze DATE (0[)V INSPECTOR of SObTyO 9 7 Cf I l �# TOWN OF SOUTHOLD BUIL ING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '[ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0re-A C,A DATE WY-3 INSPECTOR a0F SOUTy qG 711 13 qO D em 'W 6:5 + P-4 o� O # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: otOJ DATE �," o�� INSPECTOR ho�apF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. °y�ourm,N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION J _ �, [ ] PRE C/O [ ] RENTAL REMARKS: 1� 1 w t� Cz DATE I �y INSPECTO SOGIy�� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ ] SULAT CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] E C/O [ ] RENTAL REMARKS: (91�4n acz AA-0�- All, P\&. w c, rA U t vl ur✓ . to MR-1 ce) kk4m A VM6ikA, DATE INSPECTOR SOUIy�� # TOWN OF SOUTHOLD BUILDING DEPT. com, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION - [ ] PREE C/O [ ] RENTAL REMARKS: p,1G r 2 f e a cl 1/ A c4oels6� �gVf 6ql Or al- "OVAillod t® unJf IL4,euf Per Fi - n h9 QA e/1A r L) e a1!C+ (Al!re In '11� f U� s. ®V, DATE 10 ql�>1,,e,? INSPECTOR so qo * TOWN OF SOUTHOLD BUILDING DEPT. Own 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION/� n [ ] PRE C/O [ ] RENTAL , REMARKS: Y"'� L ® T" 2 tAl ¢ 6tl I ie bea 4- eAJ h IntVC Odlk rQA16 �,ode krditco-,er or r < On `�1j'� DATE . 0 &72 INSPECTOR OF SO&Z � q I q # # TOWN OF SOUTHOLD BUILDING DEPT. couff 631-765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &,CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PR C/O [ ] RENTAL REMARKS: c DATE P INSPECTOR h 46 f t - � -- �/ OF SoUlyo �I # * TOWN OF. OUTHOLD BUILDIN Da- ^EPT. �yCoo►m��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTO F 1 4 1 f 1 l �J date 10 January 2022 J A N 5 2.024 to Town of Southold,Depart of Buildings Town Hall Annex 54375 Route 25 Southold,NY 11971 from Fabian Bedolla,RA FBI 416 Ocean Avenue#86 1 Brooklyn,NY 11226 regarding 1390 Demarest Road,Permit#46799 remarks To Whom It May Concern: On December 29,20211 conducted a thorough Inspection of the plumbing roughing for the work at 1390 Demarest Road,in Orient,New York. Following my observations,the roughing and water pressure test at the areas listed below are approved by inspection and were found to comply with the building code of NYS and conform with the drawings filed under Permit#46799. No visual defects were found for plumbing Inspection provided,and no obvious unsatisfactory conditions were found in the areas herein below only. First Floor. • existing bathroom 3-existing roughing to remain;replacing fixtures only • new bathroom-new roughing completed and water pressure test completed • new en-suite bathroom- new roughing and water pressure test completed • laundry room-new roughing completed, Second Floor. • existing bathroom 2-existing roughing to remain;replacing fixtures only • master bathroom-new roughing for relocated fixtures and water pressure test completed • powder room-new roughing and water pressure test completed • kitchen-new roughing completed and water pressure test completed Since , Fab edolla,RA ARCyry�� BEo�W �� O 0A 0366 �TF OF N ...` 5 2024 JAN date 10 October 2023 to Town of Southold,Depart of Buildings Town Hall Annex 54375 Route 25 Southold,NY 11971 from Fabian Bedolla,RA FB/ 416 Ocean Aventibl#86 I Brooldyn,NY 11226s regarding 1390 Demarest Road,Orient,New York Permit#46799 remarks To Whom it May Concern: On March 29,20221 conducted a thorough Inspection of the now Insulation for all existing wall and roof framing at 1390 Demarest Road,In Orient,Now York. Following my observations,the contractor Installed closed cell spray foam Insulation In between the existing 2x6 framing of the exterior walls and between existing roof framing as required In compliance with the building code of WS and conform with the drawings filed under Permit#46799. No visual defects nor obvious unsatisfactory conditions were found during this Inspection. SIncerel Fabia Bedolia,RA ARC/y LU Ile 036 qrF ell% OF ---------- - --- - i Suffolk County Department of Health Services Health Reference Number Office of Wastewater Management 360 Yaphank Avenue, Suite 2C-Yaphank, NY 11980 (631)852-5700 or HealthWWM@suffolkcountyny.gov Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities For A Single Family Residence A. Property Information 1)Address of Residence: Street 1390 Demarest Road Hamlet Orient Zip 11976 2)Tax Map Number: District 1000 Section 13 Block 2 Lot(s) 7.10 3)Owner's Name Jacqueline Schnabel Phone 917-658-3766 4)Client's Name (if different than owner) 5)Proposed changes in use(e.g., addition of apartment, bedrooms, office, etc.) interior alterations B. Sanitary System Evaluation: **Sanitary System(s)must be pumped out and physically examined by the certifying design professional. 1)Type of Water Supply: ❑ Public Water OR Private Well—Provide copy of water analysis dated within one calendar year 2)Date of sanitary system pumping 7/20/21 total gallons removed 900 3)Materials of construction of sanitary system Precast ❑ Block* *NOTE: Block pools are no longer accepted—sanitary system must be replaced 4)Size of Sanitary components*: Septic tank 900 gallons 4'x8' diameter,or dimensions if rectangular 41 effective depth Leaching Pools 8 ft diameter 12 ft effective depth 1 total number of p OF NEW y *NOTE: Sanitary components must meet current standards for proposed use d. i 5)Overall condition of sanitary components: X acceptable un a `v t (waste lines,drop tees,baffle walls,covers,septic tank,leaching pools) eu Certification: The results and recommendations found in this S-1 repo based upon my evaluation and inspection of the abov efe nced pro rty and pumped out sanitary system: SlO�P� Name of Ar t(/ n ne r JOSep 15Chettl License Number Signature ate 7/20/21 Phone 631-765-2954 Mailing Address: 5 Hobart Road NJ Hamlet Southold State NY Zip 11971 WWM-072(Rev.08/06) Pagel of2 C. Recommendations And Results (Check applicable items): 1. Sewage System a. ✓ System(s)functioned properly at time of inspection and is adequate for the proposed use. b. System(s)is not adequate for the proposed use(explain and make recommendations in Section D below or attach a separate report). c. ✓ Other ►eo9c. I>h Pool w,4,s e m 2. Water Supply a. W er supply is adequate for proposed use(if private well, attach water analysis dated ithin one calendar year). b. Water supply is not adequate for proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other D. Other Comments/Recommendations: � s c �v►� s s F NE AFFIX DESIGN PROFESSIONAL'S SEAL HER t ,�o oa26�o Disclaimer: This inspection report indicates the.present condition of the private on-site subsurface sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the report. W WM-072(Rev.08/06) Page 2 of 2 • � e • o • e e ti MT ml - FIR- MIA" d IN • . VeA rod f ♦ f �� IPo'\� '' � �+ • � .. �.'�� cam+ I ME � �•.�� ql �d•�� `gyp �� Rh ¢sma�cvwcS��w'�IIA�li111�1�'An�� _ ��oVAI • � tie . + � . ! � �e, i. .=' �, MAN ON.__ i 1FFoit- TOWN OF SOUTHOLD:_BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. G. Box 1179 Southold,NY 11971-0959 Telephone_(631)765-1802 ' Fax(631) 765=9502 https/WWW.southoldtownny. "oLLv: Date Received APPLICATION .FO.R BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: MAY 2' 4 .2021 'Applications and,forms'must fie filled out in their:entirety..'Incomplete applications will'not be accepted:Where the Applicant is:not the owne6-an-�:. 'OwneesAuthoritation form(Page 2)shall be.colnpleted: . `'r CV�:.. .'i; Date:24 May: 2021 •OWNER(S).OF PROPERTY: . niame:Jacq.u.eline Schnabel scrnn#i000- .-'- Project�Address:1390 Demarest Ro ient, New York;11976 Phone#: 646 344-9300.. Emaii:iac uelirieaclinabel. mall com Mailing Address:57 Job : Lane,Watermill, New Y rk.11:9,57 CONTACT-PERSON:.. . Name:.Fabia" h Bedolla Mailing Address:41.6. Oceal' Ave #86, Brook_ lyn, New York 1:1226 Phone'#:; 917 .658-3766 Ema�l:fab.ian FB-mad:com . - -... -= DESIGN PROFESSIONAL INFORMATION:' Name:Fabian Bedolla-Architect. . . Mailing Address:R416 Ocean Ave;#86- Brooklyn, New York-1.1226-_ Phone#: 917 658-3766.. Emalkfabian FB-mad.com CONTRACTOR•INFORMATION: Name:Berny,Sequeira, SEQ_UEI_RA HOME CONSTRUCTION,; Mailing Address:39-Wash ington Heights Ave; Hampton Bays, NY.11946 Phone#: 631 680-9.901:: Email:bern. s DESCRIPTION.OF-PROPOSED CONSTRUCTION 'El New Structure .❑Addition BAlteration. ❑Repair -]Demolition Estimated Cost of:Project: ❑Other $385,000. . . Will the lot be re-graded? ❑Yes BNo. Will excess fill be removed from premises? ❑Yes--' NQ PROPERTY INFORMATION.. . Existing use of,property:ReSIC�_entla_I Intended use of property::Residential_ Zone or use district in which premises is.situated Are there any covenants.and restrictions with.respect to this,property? -[]Yes l0o: IF YES, PROVIDE A COPY:. 19 Check Box After.Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues at provided by Chapter 236 of the Town Code.,APPLICATION1S HEREBY.MADE to the Building Department for the-issuance of a Building Permit pursuant to the Building'2one 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.',. cApplicationSubmittedBy(printname):J a . ueline Schnabel ❑'Authorized Agent,: INOwner. Signature of Applicant: Date: 24 May 2024 STATE OF NEW YORK). . SnS:�. COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of irichvidual signing contract)above named, (S)he.is the (Contractor,Agent,Corporate Officer;etc.)' of said owner or owners,and.is.duly authoriied.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 Li da of Q v� 2 Y 0 � Not y Puf is KIMBERkYN'bE.Jk'S11� . MOrAiiYPU�L�G.'�A7E�M1EVr�tic P ROPERTI(OWNER AUTHORIZATION iro..pei . (Where tFie-applicant is riot the owner) 6u�riienlnS.utfolk0ovnty Term Expfires Aug6st 05;2023. c.� ............. ...,» i, residing at do hereby authorize. to'applyon,, -my behalf to the Town of Southold Building Department for approval as described herein: . Owner's Signature,- Date Print'Ownees.Name 2 r 1. Glenn Goldsmith,President SOUr Town Hall Annex A.Nicholas Krupski,Vice President �Q� Ol0 54375 Route 25' P.O.Box.1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641.. BOARD OF TOWN TRUSTEES TOWN OF SOUTHO•LD Permit-No.:: 100.90A, Date.of-Receipt:of Application:.February'28, 2022 . :Applicant: CVJB,.LLC .S:CTM#:,1000=13=2-7.7 Project,Location:.11 0 .Demarest Road,'Orient. Date-of Resolutionllssuance:'March,16,�2022 Date.of,Expiratlon: March 16, 2024 Reviewed ey: 61c=:SepenoAt Trustee, Project Description: ` Demolish.second story deck and:construet a 687"x17 (879 sq.ft.) lireg. deck with 3.Vk4' (14.sq.ft:).landing with'steps to grade'11' long (38.5 sq.ft.); with a 14.5'x67'-(971•sq.ft.) paver patio located under decking not to exceed footprint of deck;'with a 4'x8' (32 sq.ft.) outdoor shower. Findings The project meets all the requirements.for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for..the operations as indicated'on fhe.site.plan.prepared by Fabian Bedolla, RA, dated January 24, 2022, and stamped approved on March 16, 2022. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit,.will be required. This is not.a determination from any'other agency. Glenn Goldsmith, President Board of Trustees q SY -�E s.D•E~ '� I \ k I 416 OCEAN—NYO Y16 T`D.u�nfB.],66pK„:t6 JACQUELINE E-NABEL ,B90 DEM.pEET A.AD 20,yE. I p�E x „D°6 2.0 NT. E.Y—'W 'Y i N o�_ i roe-. dl � til � IPROPOSED UPPER LEVEL WOOD DECK AND FIELD STONE PAVERS 21y AT PATIO BELOW;PAVERS WILL a` NOT ENCROACH BEYOND THE Z/9, I FOOTPRINT OF THE DECK ABOVE 4')(ROUTDOOR SHOWER BELOW DECKING 3.6115 WOOD STAIR AND 0lyE.LU�M i LANDING 29.5' 2". W iProposed deck lol cwera9e-BBOOs1 za-o i 9s• 27N 'side9ardl e seWack 1 2.FLR 01NIILEVER i I i 2gyE,k 1 I seas uD.ca x N73 0110'H— _——————————— NTP]7T0•E _________ as I !PE r— e . EC HALT AIF 1!AY'ASPHALT DRMNA ,.'PRIVATE- 25' RIGHT OF e. - NTJ'2T20°E 304.87' JX. i I x U.P. D.P. i °0+01-2 90ARDO s S I `w` e I 10.3'i ' - weLL '''30,! :i:` SCHNASEL RESIDENCE :._:;�• 1390 DEMAREST ROAD ORIENT.NEW YON 1957 PIPE - N —1-- PIPE I STP2T20"W _—_____—_—_______—___—_________—___—_______________ 454.79r—_—_ 'FF rNe�"�cpt p r5PlKE wELL I2 I yyg W000 RAIL FENCE 115 APPROVED BY REAR DECK PROPOSED BOARD OF IRUSTEES SURVEY TOWN OF SO I'?w .;{�I UTHOLD 'J in °..r N . I� �-I DATE NADyF(Tj 7e1Y JANWRY ,EOi3 ,•.e.M ]P �I Glenn Goldsmith,President ��®f SU(�j Town Hall Annex ski,Vice President O 54375 Route 25 A.Nicholas Kru p 1 ® P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631)765-1892 Elizabeth Peeples �O Fax(631)765-6641 � E CEUWE COW BOARD OF TOWN TRUSTEES N 0 V 2 n 2023 DO TOWN OF SOUTHOLD Building Department CERTIFICATE OF COMPLIANCE Town of Southold 2094C Date: October 15, 2023 THIS CERTIFIES that the demolition of second story deck and construct a 68'7"x17' (879 sq.ft.)Irreg. deck with 3 5'x4' (14 sq.ft.) landing with steps to grade I V long(38 5 sq.ft.),with a 14 5'x67' (971 sg.ft.) paver patio located under decking not to exceed footprint of deck,• with a 4'x8' (32 sq.ft.)outdoor shower: At 1390 Demarest Road,Orient Suffolk County Tax Map#1000-13-2-7.7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 28,2022 pursuant to which Trustees Administrative Permit#10090A Dated March 16,2022,was issued'and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for demolition of second story deck and construct a 687'x17' (879 sq.ft.)Irreg deck with 3 5'x4' (14 sq.ft.)landing with steps to grade I F Iong(38.5 sq.ft.),with a 14 5'x67' 971sq.ft.)paver patio located under decking not to exceed footprint of deck,• with a 4'x8'(32 sq.ft.)outdoor shower. The certificate is issued to CVJB.LLC owner of the aforesaid property. s f Authorized Signature r J ' BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson tOF S®Uj� 53095 Main Road•P.O.Box 1179 Patricia Acampora �� ®�® Southold,NY 11971-0959 Eric Dantest Office Location: Robert Lehnert,Jr. G Town Annex/First Floor Nicholas PIIanamento ; ® �� 54375 Main Road(at Youngs Avenue) 22 eouffN� ' Southold,NY 11971 http://southoldtownny.gov -- ECEIVED - 's ZONING BOARD OF APPEALS a- us*p" TOWN OF SOUTHOLD aF E B 1 2023 ! Tel. (631)765-1809 ` Southold 'Town Cher•= FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 16,2023 ZBA FILE: #7730 NAME OF APPLICANT:, CVJB,LLC/Jacqueline Schnabel PROPERTY LOCATION: 1390 Demarest Road, Orient SCTM No. 1000-13-2-7.7. SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. -- SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated October 18,2022stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 31,2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the.proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a 74,026.93 sf.as per survey by Kenneth Woychuck dated December 19,2021 non-conforming property located in an R-80 zoning district. The property is an irregular quasi L-shaped property located at the end of Demarest Road, with the rear yard leading to the Long Island Sound. The property has an existing two story dwelling with an existing second floor deck and wood stairs with a landing. There is also an accessory frame garage located on the southeast corner of the property. BASIS OF APPLICATION: Request for a Variance from Article XXII, Section 280-116A(1) and the Building Inspector's September 6,2022 Notice of Disapproval based on an application for a permit to construct a deck addition to an existing single family dwelling; at; 1) located less than the code required 100 feet from the top of the bluff; located at: 1390 Demarest Road(Adj.to Long Island Sound),Orient,NY. SCTM No. 1000-13-2-7.7. RELIEF REQUESTED: The applicant requests a variance to re-construct an existing second floor deck located 82 ft from the top of the bluff where a minimum of 100 ft is required. L Page 2,February 16,2023 #7730 CVJB,LLC No. 1000-13-2-7.7. ADDITIONAL INFORMATION: As per applicant's agent, both oral and written testimony at the hearing of February 2, 2023; it was stated that the existing second floor deck is noted in Certificate of Occupancy#Z15123, dated November 24, 1986. The current deck is going to be demolished, and re-built'to the same setback along the rear of the house. The existing stairs and landing will be removed. There is currently a Southold Trustees approval # 10090A, dated February 28, 2022. The applicant's representative supplied comparable variances granted in the neighborhood as follows: ZBA# 7561 Astely in 2021 request for a swimming pool located 61.166 ft from top of bluff,ZBA#6299 Hamilton in 2009 request for in-ground swimming pool,deck and raised patio 75 ft from top of bluff. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2, 2023 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed deck has the same setback as the existing deck, while extending across the rear of the house. The existing stairs & landing will also be removed. With the deck being replaced in the same place, and the residence being at the end of a long road, it will not in in any way change the character of the neighborhood. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. Any work to the existing deck would require a variance as it is within the 100 ft setback of the top of the bluff. And since the deck already exists,it is also consistent with the LWRP. 3. Town Law V67-b 3)(( b)(3). The variance requested is mathematically substantial,representing 18%relief from the code. However, a majority of the proposed deck will be a direct replacement of the existing deck, and will not extend closer to the top of the bluff than what already exists. 4. Town Law 6267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions of this board. 5. Town Law&267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor deck while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Planamento,and duly carried, to GRANT the variance/variances as applied for and shown on the Site Plan and Architectural Plans drawn by Fabian Bedolla,Architect, last revised August 24,2022. Page 3,February 16,2023 #7730 CVJB, LLC No. 1000-13-2-7.7. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed second floor deck shall remain"open to above",and shall not be converted to habitable space. 2. The proposed deck shall also follow all conditions required by the Southold Town Board of Trustees. This approval shall not be deemed effective until the required.conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy,when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the reliefgranted herein, will result in delays and/or a possible denial by the Building Department of a buildingpermit and/or the issuance-of a Stop Work Order,and may require a new application andpublic hearing before the Zoning Board of Appeals. Any deviation from the variances)grantedherein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations, extensions,demolitions, or demolitions'exceeding the scope of the relief granted herein, are not authorized,under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 250-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date.such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED . HEREIN.Failure to.comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0). tosfie Kanes Weisman;Chairperson Approved for filing c / /2023 -7-7 FVTrLOT COVERAGE CALCULATIONS i NEEEIVEO �°P Y SEP E61�12 f �- TOTAL LOT AREA: 74,118 SF I u�7j\s, LESS AREA NORTH OF BLUFF: -6,780 SF TOTAL LOT AREA: 67,338 SF EJ\ dz _ Ji nao sr�.��' I in eoo�u.IA EXISTING HOUSE: 2,812 SF �! d EXISTING GARAGE: 1,100SF `'0�� El.�` I r<< I PROPOSED REAR DECK: 925 SF CoE—E S6HNA6EL ET FOAO ?p,� T.NEW YCRK 11176 TOTAL PROPOSED COVERAGE: 4,837 SF z o*.v e I °T:n9!546)3<ssoo IN E: .,..w...N..e.°�•.c.om LOT COVERAGE PERCENTAGE: T% II � i I PROPOSED UPPER LEVEL WOOD 43.1' 2�6 �T I DECK AND FIELD STONE PAVERS 2p, AT PATIO BELOW;PAVERS WILL NOT ENCROACH BEYOND THE <'zI1D ELR '" "`:`� ,,.;• 27'9• I FOOTPRINT OF THE DECK ABOVE cavnL2vR ��. 4'X B'OUTDOOR SHOWER BELOW 1•{�`^'� � DECKING Zsty 3.6'x15'WOODSTAIRAND OK'E(�t 64,, LANDING o 4 I zuo° os.c• a=z. 9idEyardl � 0 9ethack� N a 4'210 FLR�-- " f,ANT�LEY;R i I S ?O;✓f I X i S0.E5' 280.03' z N7T2770"E WE r prj�j��1�—C7HIJ —'rN' •ASPFG:Li DRNENAY� ASPl�AIT DR7J lWAr 4 PRIVATE— 25' RIGHT OF AY---- '� f--- _ N77 2T20 E 304.37' -- —__�— --_— i z U.P. 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Fill' ,,OSUI FOLD r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 "' Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownny.gov - sea nd(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Dater Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: �n kJ 1 Address: Cross Street: Phone No.: } Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I �S , r CAS /�( ,J� I n,p C , j Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO --❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑INew Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 72 H Frame Pole Work done on Service? Y LJN Additional Information: PAYMENT DUE WITH APPLICATION E M J DING DEPARTMENT- Electrical inspector ,°�® y..► �ui�oirtr DEPT. TOWN OF SOUTHOLD TpWO pF SOU OLD Town Hall Annex- 54375 Main Road - PO Box 1179 v Southold, New York 11971-0959 4� Telephone (631) 765-1602 - FAX (631) 765-9502 ®1 �� rogerr southoldtownny.gov.- seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1a Zt 2 Company Name: Electrician's Name: a .g) u License No.: Elec. email: •-C,i Elec. Phone No: G� 2I request an small copy of Certificate o Compliance Elec. Address.: '-(3 \01 U2 al-L.0 e-- JOB SITE INFORMATION (All Information Required) Name: j LLB Address: , Cross Street: Phone No.: Bldg.Permit#: �"�� _ email: Tax Map District: 1000 Section: Block: Lot: `7 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Nek,)i A N cjuj ccs5tck Lc,�jl r Square Footage: 0 Circle All That Apply: Is job ready for inspection?: n YES ®NO ®Rough In ® Final Do you need a Temp Certificate?: ® YES®NO Issued On Temp Information: (All information required) Service Size®1 Ph 03 Ph Size: A # Meters Old Meter# [:]New Service®Fire Reconnect[]Flood Reconnect®Service Reconnect®Underground Doverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y' N Additional Information: PAYMENT DUE WITH APPLICATION n d PERMIT H Address: Switches Outlets GFI's I Surface Sconces HH's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: :omments �Og�FFO[ 6 LING DEPARTMENT-Electrical Inspector BUILDING DEFT. TOWN OF SOUTHOLD o TOWN OF SOU TOLD own Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Ol �a roaerr65..southoldtownny.aov - seanda-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: ®�) License No.: Elec. email: a -c- CO LC4 Elec. Phone No: 2 L�34 request an email copy of Certificate o Compliance Elec. Address.: (O-L,0 e-- JOB SITE INFORMATION (All Information Required) Name: S Luc- Address: C -" Cross Street: u Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: ,-1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �� ' �prcln N SrrvKe i�S �� Nt-(A.) kceg5e(: 5h� r Square Footage: O Circle All That Apply: Is job ready for inspection?: YES❑NO ®Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 M H Frame El Pole Work done on Service? Fly ON Additional Information: PAYMENT DUE WITH APPLICATION nod �� PERMIT H Address* ~r Switches � Outlets LN 1 GFI's 1 Surface Sconces i✓_�1' HH's ` UC Lts =ans Fridge xhaust 3 Oven WAD Smokes DW I Mini :arbon Micro Generator /l 2A :ombo Cooktop Transfer �C A Hood I y�y Service Gca10 Amps Have Usec pecial; omments q C) �,2 fMlWtbT �aQ,. F date 18 August 2021 Amanda Nunemaker 6 iirowm�of.,,$gWold,Depart of Buildings Town Hall Annex 54375 Route 25 Southold, NY 11971 from Fabian Bedolla, RA FB/ regarding 1390 Demarest Road,Orient, New York remarks Dear Amanda, 1 Attached please find(4)revised filing plans for the work at 1390 Demarest Road in Orient, New York. These documents capture the revisions necessary to address the objections to our original submission as discussed by phone on June 11 th,2021. We are thankful for your time in reviewing our submission once again. If you have any further questions,please do not hesitate to give me a call. Sincerely, Fabian Bedolla attachments DOB Filing Submission—Revision#1;11 August 2021 FABIAN BEDOLLA,RA 1 416 OCEAN AVENUE#86 BROOKLYN,NY 11226 1 917 658 3766 1 fablan®FB-mad.com F o C�17 OdE D date 2 September 2021 BE P — 7 2021 to Amanda Nunemaker BUILDING DEPT. Town of Southold, Depart of Buildings TOWN OF SOUTHOLD Town Hall Annex 54375 Route 25 Southold, NY 11971 from Fabian Bedolla, RA FB/ regarding 1390 Demarest Road,Orient, New York remarks Dear Amanda, Attached please find(4)copies of the following sheets to replace the sheets previously submitted for the work at 1390 Demarest Road in Orient, New York. If you have any further questions,please do not hesitate to give me a call. Since' Fabian Bedolla attachments A-100.02 Proposed First Floor Plan A-102.02 Proposed Attic Floor Plan P-101.01 Plumbing Riser Diagram FABIAN BEDOLLA,RA 1 416 OCEAN AVENUE#86 1 BROOKLYN,NY 11226 1 917 658 3766 1 fabian®FB-mad.com 7�q Fly/ C 6 I'l w/ MAR -IJ 12023 SUILDINb Ut 9. LQ T©WN OFSOUTHOLD date 28 February 2023 to Amanda Nunemaker Town of Southold,Depart of Buildings Town Hall Annex 54375 Route 25 Southold, NY 11971 from Fabian Bedolla, RA FB/ regarding 1390 Demarest Road,Orient, New York remarks Dear Amanda, We have received Zoning Board of Appeals approval for the proposed rear deck at 1390 Demarest Road, and we would like to amend our building permit to include the deck as outline in the attached(4)copies of deck drawings. If you have any further questions, please do not hesitate to give me a call. Sincer Fabia Bedolla attachme�dss A-401.00 Deck Plans and Elevations A-402.00 Deck Framing Plans and Details FABIAN BEDOLLA,RA 1 416 OCEAN AVENUE#86 1 BROOKLYN,NY 11226 1 917 658 3766 1 fabian®FB-mad.com c� LN „ Pg2j IT It; �iP�10�5®lliF.OL� II I F ID ECEDWE OCT 3 1 2023 Bu!!r�#z�a��cpas�trsest4 +�uvr� ®d;�asaiiaood date 30 October 2023 to Amanda N C�JIS[ 1 Town of Southold, Depart of Buildings Town Hall Annex 54375 Route 25 Southold, NY 11971 from Fabian Bedolla, RA cf— FB/ regarding 1390 Demarest Road,Orient, New York remarks Dear Amanda, Attached please find(4)copies of the first floor plan indicating using revision clouds the layout changes made during construction. If you have any further questions, please do not hesitate to give me a call. Sinc Fabian(Bedolla attachments A-101.03 Proposed First Floor Plan FABIAN BEDOLLA,RAI416 OCEAN AVENUE 486 I BROOKLYN,NY 11226 191765837661fabian@FB-mad.com .. .. .. 6619N.. lux 31jAG3l1l•\ • '. �o�•a�ta..- 1atrdN33ilJ d; ll2itnS QN1Y'1 Ci36N3Di1 ��-�,�,`v�'•� •{jam �aNv:i� _-• (,5611 �A�N 1 ro�i '�r�.Z•a�' ��9� 't �055z sT oyy�j "ia•7Au.NVA)OONSDOU — Y .S66;'b aun r� +al��.•r r S' S e� ►O a4ul"C 11=a u6110"lug! eG_B 'a JelBM93i@1Vl� ds! trC�v!IJ,.Uw/ ..._ Ji!101 VS 38 1 dui U t' +` fiNY WlllVdzlO:SiPCl' 193dSNi Mail 3A D, livool {� RiN F Vj A 3iVM CINV iVs 1 S 3H1 LO00�-dvjP.SJ0 C4'C�O�•x.V:KY.!.H:T.I . i7 AGN3th. - •�1u,,.:;;13t:i i��.<c�a3 cyJ a: a�&i f5�i jrr c..�,.�-�,;:xy�x;,;„:�„u„•.a ��Cf�l`b�- O J4' •, �J Lt /� .- �-y�-.�-�p�•r q� .. �l^N.VYa•J hwvn-::a�:•�_u:�c;n � �•�S rnd rs S �.i /.�r-" /t"/;'��-^�f0 ��`� ��N •, falrx B47 LYlp:f d:y'vJa:.t1 y>os l;J:• —' ' AINO DNM3,ma AIIWV21 3'em - i �•TaW:FJa^aa,a.:_K:.:xj- �+ LtHaO•' _ '�- �'�� ,', iN3YVJ!!t/d3a Ftl-iv3H Aimn00 mloA ki erl� t 3MQD so S2l31'FJ�O Q; i @{1 i � •%std.- •.,z _.�;i� • . Wit?4/' � ai .• ,,.�-�, l 5Z. �+t3 133S 4310 -03A02iddtl _ Vv ocN /Er.-OS.�.SS• :,ON d3a S H r` o o�s ' �" �i yd01 {aYts•3,)or SEZ ' �311da tJ'r .�'co t •....� ,._••.•--�-• .. - o�'£Q!��e.��L AlHoNOi1:f1MiSN0� _ j V1 �Jg•p�yZ'941 3OO�iS F �;�v 30 -ivnaadav• aoa - sa�ina3sSfC}d 4't?$ :t%'aa?b' }tZ1a3H d0 'isl3a A1NnOJ -m-10JA TS hi}y to iSl - i• o _ 'Mt&Z 3 Ht?V3Pi 40-id; x-lOazAns ' , `w.4.a16J0 wl do soav(mvls 3H3 Cu WaiDANOO SF fd ¢'r�` :L$'_ 1'11M 30?13Q1S3a StHJ a03 Si9i315AS - %N :Tn C cp -Ivso is i#�3 aNp S A-idans M--UVM 3H1 900 ZY 9 Z 0IJi11QH�?-1 "Mmi_10.ira3w31v1s § ' y ?J�� CT3iE3J!?Jl1S 6 grG Ll:V:AO;Ui�d"dV'ld3GHlllV3H-ODNlOi.d!!5 ON S HGG i SCHNABEL RESIDENCE 1390 Demarest Road, Orient,New York OWNER: JACQUELINE SCHANBEL 57 Jobs Lane,Watermill New York 11957' CONTRACTOR: Berny Sequeira Sequeira Home Construction 39 Washington,Height Ave Hampton Bays,New York 11946 . •i'��i _ fir`?,?, _..- @. Labot i T. '3'-i,�4Y{i'^ -s.x .'_ '::�;i�BA'`*�.nt>;,t'�`" "' •,� 8 7 Thls certifies that the p er is duly " ar licen,sec � .� ay the County of s: iE Owl" AC40 CERTIFICATE OF. LIABILITY INSURANCE °ATE`MM`°°"YYY' 05/18/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND.CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY.OR NEGATIVELY.AMEND, EXTEND OR ALTER THE COVERAGE.AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OFINSURANCE DOES"NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED. REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED',the policy(ies)must have ADDITIONAL INSURED,provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement."A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT _ NAME: _ Farm'Family Casualty Insurance"Company PHONE -.631-727-7767 aX, 631-727-7941�� - _(AJC NO Ez,(t= I( C�_� 18 First Street A oRILss: ericAftflfarm-family.com Riverhead, NY 11901 INSURER�5)AFFORDING COVERAGE NAILfI'_ _ INSURERA:Farm Famil .Casualty Insurance Company 113803_ INSURED INSURERS:United Farm Family, surance.Comgany 29963 Berny Adolfo Sequeira Rodriguez INSURER c: i DBA SEQUEIRA HOME CONSTRUCTION r--�— .INSURER D: 39 Washington Heights Ave -- --'"" Hampton Bays NY 11946 INSURER E: INSURER F: I COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS,TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW.HAVE.BEEN ISSUED TO THE INSURED NAMED ABOVE FOR.THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF.SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �INSR' TYPE OF INSURANCE ADDL'SUBi POLICY EFF _ POLICY EXP -- — LTR'i POLICY NUMBER MMIDD/YYYY 1 MM/DD/YYYY LIMITS !X i COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE__ 1_,000,000 A' I`_ X X :3103L:6420. 08/16/2019:08116/20201 J� J + 08/16/2020108/16/2021 sEs Ea oilcan nce)_•,s CLAIMS-MADE X' OCCUR 100,000 MED EXP(Any one person) S_ 5,000_ �J PERSONAL&AD_V INJURY S__ . 1,000,000_ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE" Si ', —� 2,000,000 ` ;�"JIl POLICY,[jECT "�LOC . ) i I PRODUCTS-COMP/OP AGG $ 2,000,000— -! I OTHER:- I.. I—•---- .— —.�.$�...— •--- --- I AUTOMOBILE LIABILITY 'i ! i COMBINED SINGLE LIMIT .'q AN AUTO t 1 I En accident __ __ Y i �5----_._L.�__r•` BODILY INJURY(Pu[person): $ —�OWNED i SCHEDULED ! I i BODILY INJURY(Per.accidcnl) S . AUTOS ONLY "�AUTOS HIRED. i j NON-OWNED .( PROPERTY DAMAGE -- _ i S AUTOS ONLY i AUTOS ONLY. �Por accident)_ i l' ( ( $ UMBRELLA LIAB OCCUR ! I EACH OCCURRENCE i$ EXCESS LIAB CLAIMS-MADE AGGREGATE I$ �`_ DED" RETENTIONS WORKERS'COMPENSATION i PER OTH-'1 B AND EMPLOYERS•LIAe1LITY i 13103W7649 08/16/201908/16/2020'•X. STATUTE � ER" Y/N ; ANYPROPRIETOR/PARTNER/EXECUTIVE" �--y-�� 'S - OBI16I2O2O�08/16J2O21 E.L.EACIi_AGCI_OENT __$_ _100,000_ tOFFICER/MEMBEREXCLUDED? i • I:N/A i(Mandatory In NH) EASE-EA EMPLOYEE'$ 100,000 11t yes describe under .I DESCRIPTION OF OPERATIONS below" I E.L.DISEASE-POLICY LIMIT"`.$" "500,000 'DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101.Additional Remarks Schedule,may be atlached if more space Is required) - - CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION Southold Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES-BE CANCELLED BEFORE 54375 NY-25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold, NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. 'AUTHORIZED REPRESENTATIVE - Kirk Associates LTD ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03)" The ACORD name and logo are registered marks of ACORD EXISTING BUILDING DOWNSPOUT, MODIFIED TO DRAIN ON TOP OF WOOD STAIR DECK 16 TREADS @ 10" EA + 1"NOSING -' EXISTING 17 RISERS @ 6.92" EA /I, KITC 0 0 MASTERBEDROOMGREAT ROOM -'I MASTERBATH—_ --- WOOD STEPS — ----- D N o -- — 10'-0' w 3 A-401 s o --- ----o :o--- --- - =o_ - __--- - ARCHITECT: -1'-4' o- _ _o — FABIAN BEDOLLA, RA - -- - -1'-4" 0 416 OCEAN AVENUE, #86 - WOOD STEP - BROOKLYN, NY 11226 T: (917) 658-3766 —— -------- -------- --- E: fabian@FB-MAD.COM EXTENDED OWNER: GUTTER 21'- 10" 19'- 10" 27'- 1 1" BELOW,SEE 69'-7" JACQUELINE SCHNABEL DETAIL 1390 DEMAREST ROAD ORIENT, NEW YORK 11976 42" RAILING WITH 101 4 T: (646) 344-9300 EVENLY-SPACED E: jacqueline.schnabel@gmail.com POSTS A-401 1 1/8" = 1'-0" DECK PLAN - SECOND FLOOR STEPPING STONES TO CONNECT TO DRIVEWAY EXISTING FBA ------ REC. STUDY/OFFICE MECH. 0' 0" ROOM (3) MECH UNITSROOM STONE STEP DETACHABLE STONE STEP STONE STEP i SCREEN WALL PANEL SYSTEM 3 OUTDOOR A-401 5 i SHOWERO O O O O O SCREEN 00 FIELDSTONE PAVERS O O O 00 \/ COD 0 TYP. RAIN CHAIN TO DRY WELL LOW WALL POSTS UP,SEE TYP. FRAMING PAN RAIN CHAIN TO DRY WELL 2 1/8" = l '-0" DECK PLAN - FIRST FLOOR SUBMISSION/REVISION 01 2/26/23 Building Permit Set - _ ..F ,tXi7.r �1„ iil_f-1_C-1'r"_( _. .;NpbF r SCHNABEL RESIDENCE t r,`• (-tz -;L- -•r�r -r-r i 1-- iu-r- -'- r ,t rt _ '- :�-L r__1_ - ,- T� J 1 - 1 11-- 1-- 1 J I -'S ' LI'Y' .L ] T-Z f T 'S r K -I T;!' T - -�' K.1 1 A.,'L -1 �;L A L I L _- -_.-. .111-. �i.Z C t , f 1 T f ! F ,I -P )�-• Y I 1-.7;t L�l-( F� —__' _..._..r. __.__ 1 S 3 - --1 '_t i '-I r L --'_„S•`L 1(.A.. i A..T .:, _ >' _--r _.__ - -. .. ORIENT, NEW Y R:rJ _ r T N O K 9 6 L t J- Y T-tI -'-ii , P �--^'- -(-T,_,.i .l mil_"-I F- Jl-rJ J_•-A -1_-14 .1 �-I _ _.,. A. 1 rt=. yT r-2- .t1 .I,.�1613 .a:l li,r.[:t:t - Tltr _S .___ - _- ..-� .__-_ _� _�5--]:'i�e__LjL3.t - 42 FACE-MOUNTED RAILING — - _----- _. WOOD FASCIA BOARDDO WRAPING EDGES <9 �C�1 t THRO iMal= SECOND FLOORU I I 1 NE 11 -_- - FIRST FLOOR _ -- - - - -10 . 35/O® ! DECK LANS AND ELEVATIONS DATE SCALE 2/20/2023 AS NOTED 1'-0" DECK ELEVATION - WEST 4 1/8" = 1'-0" DECK ELEVATION - NORTH 5 1/8" = 1'-0" DECK ELEVATION - EAST Aft rF [1 4 u^ I VAP -DRAWN BY CJ REVIEWED BY FB rlt ,01 rr nj_D \ A EXISTING SLAB ON GRADE TO REMAIN I - - 01-01, STAIR AND LANDING —"— POSTS TO BE CARRIED BY A FOOTING SCHEDULE 12"DIA.SONOTUBE, EXTENDED TO FROST LEVEL - .. F-A 3.5'X3.5' MIN SQUARE FOOTINGS WITH (6)#4 BARS EACH WAY h.. F-B 2'-0"MIN. DEPTH W/2'-8"WIDE x 1'-0"THICK ARCHITECT: FOOTING W/ (4)#4 LONGITUDINAL BARS. INSTALL ON CLEAN CRUSHED STONE. FABIAN BEDOLLA, RA 416 OCEAN AVENUE, #86 -0'- 10 1/4" CONCRETE MECH. PAD BROOKLYN, NY 11226 F-C 2'X'2'X2' FOOTINGS WITH 12" DIA. PIERS T: (917) 658-3766 T.O.SLAB E: fabian@FB-MAD.COM F-C FC F-A_ F-A OWNER: F-A F-A _ L===a==�--''�._ ° - a ; ` °°^r a— I JACQUELINESCHNABEL ° 4, 1390 DEMAREST ROAD _� ad ►= ` t° I: I �'i a p �-`-1 . ° , �Y i. �1�� ORIENT, NEW YORK 11976 F-B ° , `► _ ;_�_®..: �, <1.-'° ©: _ F-B T: (646) 344-9300 —� Lj1 = a ° I Li� — F-B i:: ._—_ �, a`.—_ F-B E: jacqueline.schnabel@gmail.com TYP. DECK POSTS 6X6 1 3/16" = 1'-0" FOUNDATION PLAN - FIRST FLOOR NEW (3)1.75x9.5 LVL MIN. EXISTING (2) 2X6 JACK HEADER SIZE AT EXISTING STUDS @ EACH SIDE. V.I.F. OPENING 6 EXISTING (2)2X6 STUD WALL A-402 r ATTACH (3)2xl2 EDGE MEMBER TO ATTACH (3)2x12 EDGE MEMBER LEDGER W/SIMPSON HUCQ210-3-SDS 0 TO LEDGER W/SIMPSON LEDGER: (12)1/4"x2 1/2"SDS C� HU CQ210-3-SDS JOIST: (6)1/4"x2 1/2"SD LEDGER: (12)1/4"x2 1/2"SDS JOIST: (6)1/4"x2 1/2"SD (3 2X72 LEDGER (3)2X1 i LEDGER i 3)2X12 LEDGER j 2 ROWS OF BRIDGING @ EQUAL FLOOR OVERHANG ABOVE I FLOOR OVERHANG ABOVE ' SPACING — ——————— ————— — — — — —— —— — — L — — — — — — — — — — — — — — — — — — .� ;~ c� w ____ 7 1 1 L L -N N — TYPICAL JOIST HANGER ---- ---- - -- p ---- -------- ---- ---- ---- -------- ---- ---- ---- --- ---- ---- ---- --- ------N --- "' ~ I _N 1. ALL DECK FRAMING MEMBERS SHALL BE ®N w O O PACK OUT EDGES OF DECK TO PRESSURE-TREATED SIMPSON LUS210-2 i< N � -' s N ALIGN WITH EDGE OF BUILDING 2. ALL 2X DECK FRAMING MEMBERS TO BY HEADER: (8)16d NAILS U oJOIST: (6)l6d NAILS X ` #2 SYP, U.N.O. - ---- --- ---- -- - ---- --- ---- ---- --- -- --- -- c�-- - -- - --- --- -- - - --- i--- --- --- -------- ---- ---- -- --- - -- - -- -- -- -- -- --- -- --- --- -- - - -- --- ------------- (2---- - - - - - - - - -- - - I )2X12 JOISTS @ 16"O.C.,TYP I 5 1/4"X 11 7/8',PSL+ 5 1/4"X 11 7/8',PSL+ ® 5 1/4"X 16'I PSL+ 51/4"X 11 7/8"PSL+ 51/4"X 11 7/8"PSI+ 10'-8" 10'-9" 19' -4" 13'-9" 13'-9" • I 4 OUTBOARD CORNER POSTS POSTS: 6X6,TYP. A-402 3 POSTS BELOW DECK EDGE A-402 MEMBERS TO BE ALIGNED W/ SKEWED LOWER DECK EDGE OUTBOARD MID POSTS: 6X6,TYP. BEAMS. (TYP.) 2 3/16" = 1'-0" I DECK FRAMING PLAN SUBMISSION/REVISION EXISTING 3/4"WOOD 01 02/25/23 Buildina Permit Set FLOOR FINISH - RAILING, 42" HIGH PROVIDE 1/2" DEFLECTION GAP EXISTING 3/4" LEDGER,SEE FRAMING PLANS TREX RAINESCAPE MEMBRANE EXISTING 3/4"WOOD PROVIDE TOE KICK BETWEEN UNDERSIDE OF SUBFLOOR — AND DOWNSPOUT FLOOR FINISH AT MAXIMUM DEPTH EXTENSION AND TOE 2 3/4"DIA. X 10 LAG SCREW POSSIBLE — AT EACH STUD PSL BEAM,SEE FRAMING EXISTING 3/4" KICK.SEAL WITH EXISTING 2X12 JOIST SIMPSON LUS210-2 PLANS SUBFLOOR JOISTS BEYOD ELASTOMERIC FILLER HEADER; (8)16d NAILS- _ _ _ _SECOND FLOOR _ _ _SECOND_FLOOR SCHNABEL RESIDENCE 100 0' 0" �p JOIST: (6)16d NAILS I WOOD DECKING SHADOW GAP 1390 DEMAREST ROAD +/-0 -4„ RAILING,42" HIGH ORIENT, NEW YORK 9 6 TREX RAINESCAPE TREX RAINESCAPE co do - TROUGH AND BLOCKING MEMBRANE AND \ s` u' � FOR ATTACHMENT DOWNSPOUT D - 00 R� + ^ 1X WOOD DECKING EXISTING 2X12 JOIST WOOD BLOCKING, AS ': 000 WOOD JOISTS,SEE N NEEDED FRAMING PLANS 1X WOOD FASCIA EXISTING 1/2 GYPSUM 000 7k - CLG AND WALL FINISH PSL BEAM,SEE FRAMING «, EXISTING 1/2"GYPSUM NEW DECK JOISTS SEE 4"1 METAL BLOCKING, AS NEEDED PLANS (P GUTTER + A 3655`6 O� CLG AND WALL FINISH FRAMING PLAN WOOD SOFFIT 1X WOOD FASCIA 9TF F NE�� SIMPSON LUS210-2 AND SOFFIT EXISTING STUD, MIN. EXTEND TREX DOWNSPOUT WITH HEADER: (8)16d NAILS WOOD JOISTS,SEE STANDARD 5"DOWNSPOUT 1" JOIST: (6)l6d NAILS FRAMING PLANS DECK ALIGN D (2) 2X6 INTO GUTTER FR MING PLANS LEDGER BOARD,SEE FRAMING PLAN EXISTING SHEATHING BRAKE METAL SURROUND AT GUTTER WOOD CEILING FINISH POST, BEYOND AND DETAILS EXISTING LAP SIDING AND BEAM 2 3/4" DIA.X 10" LAG SCREW AT EACH STUD LOW DECK AND POST, BEYOND EXISTING SHEATHING PROVIDE FULL DEPTH 4"x6"METAL GUTTER EXTEND TREX DOWNSPOUT WITH BRIDGING AT EDGE OF DATE SCALE NEW HEADER OVER EXISTING LAP SIDING DECKING BELOW EXTENSION STANDARD 5"DOWNSPOUT 1" 2/20/2023 AS NOTED OPENING,SEE FRAMING INTO GUTTER PLAN I A EXISTING STUDS, MIN (2)2X6 5 1" = 1'-CI" HIGH DECK @ BUILDING 131 1" = 1 '-0" I EDGE DETAIL - HIGH DECK Fij 1 = 1 - LOW DECK @ BUILDING 14 1 1" = 1'-0" EDGE DETAIL - LOW DECK 4 u DRAWN BY CJ REVIEWED BY FB SMOKE AND CARBON MONOXIDE ALARM NOTES FOR NEW DWELLIN 4 vim' R314.1 General Smoke alarms and heat detection shall comply 9314.6 Power source.Smoke alarms shall receive their primary with NFPA 72 and Section R314. power from the building wiring when such wiring is served from a commercial source, d when primary power is interrupted,shall 3 1' an R314.1.1 Listings Smoke alarms shall be listed in accordance receive power from it battery.Wiring shall be permanent and a U �•• with UL 217.Heat detection shall be listed in accordance with UL without a disconnecting switch other than those required for over- M �' 521 or UL 539 as appropriate for the intended application. current protection. Combination smoke and carbon monoxide alarms shall be listed t i in accordance with UL 217 and UL 2034. R311.4 Interconnection Where more than one smoke alarm is I1 OCT 31 023 required to be installed within an individual dwelling unit in R3143 Location.Smoke alarms shall be installed in the accordance with R314.3,the alarm devices shall be following locations: interconnected in such a manner that the actuation of one alarm Q'rG!w! I'r �►nn� spr.ti Lin each sleeping room. will activate all of the alarms in the individual dwelling unit. ToVara CJ r 2.Outside of each separate sleeping area in the immediate Physical interconnection shall not be required where listed i a.t7U,(,tllt7r vicinity of the bedrooms. wireless alarms are installed and all alarms sound upon activation 3.On each additional story of the dwelling,including of one alarm. basements and habitable attics but not including crawl spaces and uninhabitable attics.In dwellings or dwelling R315.1 Carbon monoxide alarms shall be provided in accordance units with split-levels and without an intervening door with Section 915 of the Fire Code of NYS. between the adjacent levels,a smoke alarm installed on the upper level shall suffice for the adjacent lower level FCNYS 915.2.1 Dwelling units.Carbon monoxide detection provided that the lower level is less than one full story shall below the upper level. be installed in dwelling units outside of each separate sleeping 4.Smoke alarms shall be installed no less than 3 feel(914 area in the immediate vicinity of the bedrooms. Where a fuel- mm)horizontally from the door or opening of a burning appliance is located within a bedroom or its attached n. bathroom that contains a bathtub or shower unless this bathroom,carbon monoxide detection shall be installed within the would prevent placement of a smoke alarm required by bedroom. this section. R314.3.1 Installation near cooking appliances Smoke alarms ARCHITECT is TOTAL FIRST FLOOR AREA TO BE RENOVATED: 1,845 SF prevhall ntthe be place installedn the mokeilarming aloe locatnless ion hquired y prevent the placement of a smoke alarm in a location sired b A B I A N B E D O L L A, R A 416 OCEAN AVENUE #86 R314.3: BROOKLYN NEW YORK 11226 I. Ionization smoke alarms shall not-be installed less than 20 ft horizontally from a permanently installed T: 91 7-6 5 8-3 7 6 6 cooking appliance. E: fabian@FB-mad.com 2. Ionization smoke alarms with an alarm silencing switch shall not be installed less than 10 ft horizontally from a permanently installed cooking appliance. 3. Photoelectric smoke alarms shall not be installed less OWNER than 6 ft horizontally from a permanently installed cooking appliance. NE CHNABEL 4'-0" 1390 DEMAREST ROAD ORIENT, NEW YORK 11976 T: (646) 344-9300 PATIO E: jacqueline.schnabel@gmail.corn NEW BOX WALL TO NEW DOOR WITH _ ACCOMMODATE EXISTING 4" REPAIR/REPLACE I (PORTHOLE 5'-0"A.F.F o 13'-6" 2'2" RISER, NEW ACCESS PANEL EXISTING WINDOW `r 32-2„ 12'-10" -0" New Sliding Doors in existing opening011 I m U � U N N LL W NEW BATHROOM OWER BAS to OWNER'S SAUNA 36 URAVIT WxDxH 63x42x20 STUDY/OFFICE RECREATION ROCM 2'-6" 2'-0„ 18'-2"X 17'-5" 29'-10"X 32'-1" 3'-0" EXISTING ri " MECH ROOM iv (V N TO REMAIN. 8'X 12'-2" 30"Washer 0 RELOCATED LAUNDRY ROOM �! in Q30" Dryer NEW 22"CASEMENT NEW WOOD BURNING WINDOW o EXISTING BAT 3 STOVE; CONNECTED FIRE FIRE DOOR DOOR Oo 8'-9' EXISTING TO EXISTING FLUE/CHIMNEY; XISTIN 8'-5"X 4'-11" LLY ao SITTING ON NON-COMBUSTIBLE 104 REPLACE STEEL BEAM & RAISED HEARTH. C° EXISTING LALLY COLUMN _ CO U N FIXTURES i LALLY COLUMN 2`_0. NEW EN-SUITE 32x60 BATHROOM Tub � � DOOR WITH GLASS GARAGEEW METAL PANELS w 2'-10" 5'-11 m r N ' 1 I EXISTING WASTE LINE TO _ SUBMISSION/REVISION REMAIN RECESSED IN 01 05/24/21 DOB FILING APPLICATION WALL, NEWACCESS 02 08/11/21 REVISION #1 PANEL 18-3 3'-211 03 09/01/21 REVISION #2 EXISTING BEDROOM 3 TO REMAIN j I 04 10/11/23 REVISION #3 16'-3"X 13'-11" EXISTING GARAGE ---- -- -- — ---f —T—I— �—T—r NEW CLOSET am TO REMAIN co NEW EN-SUITE I I I I I I 21'-2"X 18'-10" BATHROOM I I I I I I (NO WORK) I I I I I PROJECT 8'TALLCLOSET I ( I I I SCHNABEL RESIDENCE SLAB DOORS ON I ( I I I I 1390 DEMAREST ROAD °° PIVOT HINGES - ORIENT, NEW YORK 11957 SEAL + SIGNATURE 14'-11" EXISTING 2"X6" UP M \�,�� B WALL O �� \ I .�" 0��9 �C� New STEEL SUPPORT (r Sliding Doors in existing opening TO FOUNDATION PROPOSED NEW ENTRY ON —EXISTING FOOTINGS (SEEEl ' 3/A-100.00 FOR EXISTING N ,, �13 , ,, FOOTING & FOUNDATION 'y� 3655�' y0 SECTION) 21'-2" F NE I DRAWING TITLE - _ PROPOSED FIRST FLOOR - co 105 co n ENCLOSED PORCH ti o ON EXISTINS C° a n FOUNDATION a DATE SCALE FRAMINGMING PLAN SEE 2 .00FOR Q 24 MAY 2021 AS NOTED 106 PROPOSED FIRST FLOOR79�77 - A"% '04 a DRAWING NUMBER 08 of 17 CI SCALE:3/8"=1'-0' 100 101 102 103 ® � 15" 50" 50" 50" 50" 15" DRAWN BY FB REVIEWED BY FB APPR VED AS NOT D DATE: B.P.# I FEE: _ ' O BY: .,�? ^NOTIFY BU LD : D PARTMENT AT 65-1802 8 AM TO 4 PM FOR THE : :ALLOWING INSPECTIONS: -7WNDATION - TWO REQUIRED ARCHITECT `OR POURED CC'NCRETE FABIAN BEDOLLA, RA ROUGH - FRAMING & PLUMBING 41 6 OCEAN AVENUE #8 6 INSULATION BROOKLYN, NEW YORK =iNAL - CONSTRUCTION MUST 1 1 2 2 6 T : 917- 658- 3766 BE COMPLETE FOR C.O. E : fabian@FB-mad.com ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW O W N E R YORK STATE. NOT RESPONSIBLE FOR 139 0 E L I N E S C H N A B DESIGN OR CONSTRUCTION ERRORS. 1 3 D E M A R E S T ROAD ORIENT, NEW YORK 1 1976 T : (646) 344- 9300 COMPLY WITH ALL CODES OF E: Jacqueline.schnabel@gmail.com NFW YORK STATE & TOWN CODES A` REQUIRED AND CONDITIONS OF DRAWING LIST T-001.00 COVER PAGE WNZBA jT-002-00 GENERAL NOTES G BOARD -0 .0 S RV- 1.0 P UM IN IS DI M110 M ---S9U�L-D�9WNtRUStEES - o . o I T O DE PLAN D-101.00 SECOND FLOOR DEMOLITION PLAN D-102.00 ATTIC FLOOR DEMOLITION PLAN A-100.00 FIRST FLOOR PROPOSED PLAN A-101.00 SECOND FLOOR PROPOSED PLAN OCCUPANCY OR A-102.00 ATTIC FLOOR PROPOSED PLAN A-200.00 SOUTH ELEVATION SSE IS UNLAWFULA-201.00 EAST ELEVATION A-202.00 WEST ELEVATION WITHOUT CERTIFICATE A-203.00 NORTH ELEVATION A-400.00 ENCLOSED PORCH FRAMING DETAILS PANCY A-500.00 SHUTTER DETAILS OF OCCU A-501.00 STRAPPING DETAIL RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, N& PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY 1390 DEMAREST ROAD ORIENT , NEW YORK 11 ,957 - - SOLDER USED!NWATER � SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. BUILDING APPLICATION FOR PLU'MetNG ALL WASTE I- ^�&V;A-:-,7, ! I;;ES PJEED M M16% IN T YArUlm vm%" INTE ' l0roft A L"""" P% TIA TES71tiG acwGric GO'v'ER1NG; "' I INEW AUG 2 5 2021 tp. ' EI..ECTRICAL PtJTT,T). .r DT"'P'T- INSPkCTICtiIv REQUIRED -ro All exterior lighting SUBMISSION/REVISION installed, replaced or OA 05/24/21 DOB FILING APPLICATION repaired shall conform 08/11/21 REVISION #1 to Chapter 172 of the Town Code PROJECT SCHNABEL RESIDENCE 1390 DEMAREST ROAD ORIENT, NEW YORK 11957 SEAL + SIGNATURE D C 5 ' B o ti% rJ /tLf�� N r 4- 'y 36553' y0� TF. F NEB DRAWING TITLE COVER PAGE DATE SCALE 24 MAY 2021 AS NOTED DRAWING NUMBER 01 of 17 DRAWN BY FB REVIEWED BYFB WIN D -FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: G� ENER,k 'L NOTES I)- MXE-TO�RXRU AiSEMBLY! R00F 'FRAM1N'Cj:' CK01261I CLUSIK6110N Pr, tDQM_Al -lbl-e 3.4- 1-.1/4" X 20 g�use il rep AA11I beakfis&d tweluh pak 0 raffert hi e Ib IL rnr&rT jvr-�rpip,,NnN ',NIAIL NAIL NOTE' BURDING USE When a' 61far Ile li',utred in Mir dr. a ricage steap, Me number ai f0d cmnbn nads red ir-ACINr� :;rd of thi'tcfJar fle rteed no! nceed the' L606ti?d r'AM IbEf_ bf 8d rall.fln p: Mf-TER TO V WAIt'3�8d COIIAMON JEACH iln,eadt L i�h CONSTRUCTION NOTES: TOE-NAL Ton. FIATEE 10" WALL-4-Rd COMP40N RAFTER T-OTAL,�Q- :FT_LOF-CON-STRUCTIO"4 Ptml) 1).The lnformalfo�i witUn Wis iel -of consi-niction &njments if refated to, basic degn 2 J. RA FTEE P.-TO-WALL ASS EM LY: CEIUNI.G�)OIST V%`I:8d COMMON EACH 6e" wall conneclionf. for calng-or truss to tap prale jhaV, bejn Intent and fraiiiing'datallf-, niey aff inlended as a conste�alo'n a'ld ' n& a iubstit-Ce Lateral fearnin' and III I TOE-NAIL A 4 r. ' JOB7 ............. an rr-Fm New York o/_tord^anceto'lable .1 IIIIIVI a raI. or lruifdo not fall'in line ivllh,�rudf belovI rafteri TO TOP PI.ATE I a, VIII 47M COMMON fw g-�aerail[y abtepted giodd build ig Pir-a,,_tice,;ard compil '<e`wILhoj 3 - 'L � ' " DESIGN CRITERIA' ODE: IBC 2018. 2020 BUILDING CODE OF NYS Ge�IE, - -te'Alm sle�2hd Itht Wall top rare A i0lil b'e at II to CEIIINC JUST TO -AS_PEk7-A_9LE 3.7 EACH FACE _al C Ilra�. on 'tar r!Ejy0.1t1 tt,� far provding.1widat-11, IV truat-i shall L hed to the� yzall lop pl, Ilve bLirldInIg o_-�de, 1 NAJL 1he to Me wall itail-With uplift Itte rafte-side of ihe t,-jlld,; PARALLEL P-AFTEP. %fcm,- SBC LAP caqjtrucilo�t cletalli and'p-tocediie to erdurI aprofe5.5lon5lIV finished,. sLrLy-f u?Bll.y n FRAMIN-6 ELEMENTS M PEF(FLOOR PUM,'CROSS SECTION jkXD GIENERAL ROAS can6IIIiI 0 pAift con'n'ecflom In a6ow&rke volth table 33t' CEII-11-46 106*7 LA N. -Ag'PEA T&ITLE 9_7 0.04 FXCE 2). All the work shall conform to the requirements of 2020 Residential 01I PARTITION V.-FCM- SBC LAP NIAIL E.XT. BAICIONLES - 60 ' 31, O&EMBLY: Code of NYS (publication date: November 2019) as amended by rule CO-ILLAR:TIE 'AS FERTAB LE:3 A, EACH FACE D E C 111 40 klelDW 'I Lkall 1-,.! eucmd M]h uprilre. Wall itudr abDIIIIII iludi a flocr leoe Ic6olu In opted amending 19 NYCRR Parts 12-20 and 1221 and to Codes listed TO RAFTER WI- SBC END NAIL A3TCS' STORAGE ARCHITECT ,—,xordancg -I iablie"13b- When vrall vuds'abovle do nol fafl h line with ctuds below, t�,E NII th-fln P EACH TOE ATTICS'%ol STO PA G E FABIAN BEDOLLA, RA below. The General Contractor is responsible for ensuring that all work dt6 a im�mt�er In _or _��arn 20 studiikBll bee EA,,'ch9 :,, comm h bly III uplift connecloII In 2 9d tO,%1LV,0N1 416 OCEAN AVENUE #86 -odes. lei-.3 NXIL 'L0A1D�'CA1jWLAn0XS and construction meets the current I, accardanct.wilb tat: TO ItAFTER END DESIGN . ROOF_��GROUND S1qMX0 LOAD) -PER�NYS 301.6. BROOKLYN, NEW YORK [a we Ld E PJM DOARD 2 ZACI I IND, 1 1226 r a II g tor\ ik�b N KOLVNI 10 t HEK I HAN �LEI:PtWj) 40 IDO NOT SCALE DR.A%MK%% 4)_)XIALLA522ABLY TO FOUNDATIO., TO RAFTER END KLKIL T: 917-658-3766 R'00y rlrjt Wall [6 Ihe fouridnilori, MI phsle��& b6livin pl'Bte -w1th L�_-`I .45 (SUEFIN .0 E : fabian@FB-mad.com mflnedors.4i"_l Jlra�i �halt Nwe a m.1-tilmirrn enLht-&-iient d 7.lndiei In conicreie WALL FRAMING:- STAIM 41 Tin'e d6tg,-ten 1I hol bten Iengagk! for cond ruttlon J'jP&%I and anurnes n1u OWNER ' no r , n5lbilily for fuLmdallM and 15 Lichas Ln`Tnaionr� bl&_�- r&,ja�datlaif respondbIlity,fior co'ngmktion m-_%vdr.Alng.%I I�ep-,'pl!:-a It opo or lap'ped w0de NALL NAIL GAORDRAILS fANY DrL9:CT1ON) 2M'- JACQUELINE SCHNABEL 1390 DEMAREST ROAD ' e NOTES Irn'dhodr. oceditiI foiI iafely The plate and �211ed In'ercordrince t-Ath taibt�13b. Whe�t st, -1 s'L;ap,,, ee tapped under lh JOINT I)ESCRIff .4 d vI l4e anthor bolts.'Aik1hor ba6fi QIY. SP A C I It III EX bottorit plate, 3 irv-h sqd3re &I jfi"' A precaution- ptogromi in cannactforI wIth thf,worL There areno warrartflef for a as , aq. be UI TOI PLATE TO PER FACE NIAIL POSURE CATAGGRY ORIENT, NEW YORK 1 1976 T : (646) 344- 9300 111C�" LI V 1hene Vrv-` and jl2i�d In socordance lotable 3.2a- In" ffil nt irm g, 2 - 16d COMV10. fpedfk. LriT expr�md 6r linplle�.'ln . Tor, PLill,,17 MOT �[E NOM-1 LOADPATH EE CON T]ON .ANDWIND PAT14 C014NECTIO14 E: andflor bol!s are-Lo be from if�e'end or a-Al plate.and all jacqueline.schnabel@gmaii.com fRQ0F` - F-OUMDATi6N') D ETA]L PAG E EL C E N ER A L N OTE'PAG E n r 0 ng comet.�.- JOINTS' FACE 3)_ Re!erIotI Wihda w a' d D66 fched Oe for�e�fe6 'r opeN TOP ,PIATH AT 416d COMM t I INMP.SECTIONS EA_ SIDE NAdL NAILING SCHEDUIE SEE GtSls�Aj_NOTiE PAGE C64 tractor it L'U'FIII I kXT 1:1R.'UR IHEARwALIL 11ZUj%Il7%JK71U1I fi)-The Cerieral n �I&m rrimcmfy or pre4albraeerl fl,,�placei Irri�elu! :71 UD TO- FACE w, ipadfkallom and appliuble ribders_ Try,--,, I exierlor sMu'VIIIIII YI a minimum of 7116 Indh %,:�od itruclurat paner an ihE exteHor STUD 2 - t6d COMMON O_4L NAIL SEE FLOOR PLANSAN D IIIII DOW SCH EQUILE With ej nLnal� _r ��IYTIL� wom AiAp-w To compLy wrrH XFPA 72 MD NYS F,3141RC. �, at V.0._ at jt�p _Iel eege&. aligthed _ RL -I In tin- fleld ar-A Comm E! d, 12'. FIRE MOTECTION , v aTl bo.3 r d M. ti�t IntL Iff lo� alta-I %I 5d cooler nallf HEADER TO I iso O.C_ FACE h 1'6M r2 C&.1tavot li to wnstfli. with�the tkII for all bwll-h Item 1 312 Indi Mium at 70 D.C. at.panel, 16 d-00 Nt ISN'LOKEL CO,2 DE i ECTOM 1 CARD V-4 MONLADE ALARI�A&TO COMPLY NXqTH R315 ][Zr- 7). T L ce III q lreVre-rn nirsinlefirlid HEADER AIONC, EDGES NA,1L juch'aj bboP.cajeriheIXlIhg_p�r.1ry, - edgII, d IT, 6.c. In the 101d'shal) beAn aecccdan '% 11h the ]e Lh I In talle 115a-b_ TOP OR BOTTOM 2 - 16d COX= , ER.2-v; fl-UD LND� TRUS� DE51GO, III - STAN12ARD MCK.FP"E C0KM..LjCTj0N [_ QLAT, 3 16d C PER bN "2015 IECC :ffj_ Wind load reqtiArI* III A, afl, be'ta��n Into 6=unt 6tin'g PLATE TO STUD 01A f= 2y 6 IT U D NML ERGY CIII ,�i. rePE It EXTERIOR�REARWALCCONNECTIORS_-,, BOTTOM PLATE TO: TI awia orehcarwallc ghsill m"I tha,�VqO F10OR JOIST.L VAf F "All :CLI ATIC -& 'GEOGRAPHIC DBIGN- FOUNDATION NOTES: iro,.,nQnIr of iabjtv-2.15-a-b t1matt Iho gppoappdal a PFR 0 AN D J 0 1 ST, 2 [E�J COM%V2 M CRITERIA leng1h adjIuStment factoff In fabt-e 316, FOOT 5EE NOTE:t2. 1). The,Cu_n-u_rat Conleal. o� and.Maton 16 wlew pl6n4 elevaft:)m. detalh and 1�01el Vn ENDJOLS'11"OP. BLOCFJN(j GROUND NVIND SEIWIC ' FRO�T WINTER KESHIELD ! FLOOD FLOOR FRAMING: SNOW' S"PEED IDESI!64 WEATHERING LI N E_ TERIA,ITE DECAY IDESIG' HAZARDS de,tertrilne Inten—deed heighs-isof flnkehed RcI above IV p1tal grade- 7). INTE Rj&R �H EA RWALL C Ojlq.q ECTI ON'5: 'N UN D ERLAYPA ENT: 1114) CdkTEWRy Alldval.?-e Wdewall l6q.g1hvg.%1&rlI In lalAd 3.14 vOndl b8 p�rrnlited to be ln' Lreasied vII NALL LOAD (MI TEKIP- RJEQUIRED lo .rest col un6durbed j:vt-g1n) tsil. InterI& arI abrumedens ih,211 Ewt In aadrd&lce witti j0I DEXPLIPTtON, NOTES , I MODERATE SLIGHT To 2.4_42. a n d 21.4 2,0 PS171 130 El 3 TT_ NONE 3)_ Provide I�Texpan:rlm jornt material bewt-ei-, cormle:flat5sand abutting J10 IST'III PEP111 TOE TO HEAVY MODERATE conceete'of masonry welli accurtag In exterl& or urI III ErfIIil. 9).�CONNECT[ONS APLOUNO EXTEP,10A.'WALL.OPER Al LL TOP PLATE Olk 0 RDEP. -4 - Bd CW.VAIDN joisT 14AIL 1 ki'D bM dthfdled PI.1.1plift Ill dK-t1irddi-me 10OFSHEATHINGRE UIREMENTS FOR WIND LOADS: 4'r H edl> 210T g1rikir tunrietdui'� 0i B RI DCj tN;1 2 111.1 CO NI ON EACK TOE W S NAIL SPACINGAT INTERMEDIATE' 'THIN 5 H EA It LOCATION NOTES Aiyy,r^- v concrete vralls being,alla�hed to &IslIng cancrete :arutture ihalf PACIN<G Voadcsw ill] -'s �hailt bE I! %v th table -2-!, 12"iI epoxy for Injoallation.. With table.T.S. ptal� TO POIST END* NAIL LN THE VANa HaD e InSialleIi I-c-I .AT PAK-EL tDGES -SUPPORTS I b 3-5. BLOCKING EI TOE 7r 2 - 941 COWAON EDGE 20111 Ed C -ON 0 N iq S).Unlery. IIIq5e mted.;ell dabs-or. gra,4-- to be 250.0.p.s'_L,C-onIII to be 'TO 10 1 ST END NAIL OP4M L _Q .8 d CO M.M 0, 60 0-C: SEE NOTES: 11,31 poured cm 4 Lich thick 5Md or'graIIII;lel rill %-Il-h 6x(3 %I m6sh rtnnrordng. Inte'flor thlb� 9?. CATHEDV4 CEI LING AIISSDIII EAC 0 LIE t6MPrlded 691 rd- adve de nA ere, I - , � �b, i H TOE INTrEA10P.20NE Ed CO.%UfON Er O-C �_d -C OLIA rA ON 12" O-C. S. EE NOTES:' l ( BOTH FIELM) to bIISi rn'rnlihurri'j-1/2 Indi 046-_All rllll ,t' %N. 9 rlda b t6 be we� As"a'itruCjUral beam iIII tafteiiihall, �Ilhef be,n0chiedand BLOCKINGTO: 1-6d A III IX N6TL2 FOR PAREL FIELD &-ichofed on top 6f ffie bEarn ar slope =tnectors Aar] beattach&d to eridi Taff!er-10-ridg-L, SILILOPI Toll PIATEE 1110�X NAI 6' maximum liffi. _r5j. EAC GABLE LNDVIALL PME AND RAKE TRUSS 13 d C OMMI N 5 1 Ed COMMON 4' O.C. SEE N�OTES� t3 OP r046 and an LEDGER,STRIP H 'FACE 9166githe ' efLt-ellIRg'port,ofihe'bai,ding. C� ,"Lectlonsiottit wall sh be be Anulelor�r d COMMO, attached vAth I Ne above re�quirem,-_nts. Tn R FALI �RAII Bmt_h ea�i: tron rourdl�Tion Venr for'evety ima seq. I,- of areL prp, TOE JOIST ON LEDGER. NOTES� DECK AND COVERED PORCH NOTES: 3- Pd C0141`1401N TO I EAM JOIST NAIL 11)-�M' pl5rdof e`xteflor i3f f&�nditl6n "01'h bit utrlmirt coating as reqAted b"V,ojn,'e',,1i THESE NOTES ONLY TO'BE REFERRED TO'IF M.ENTIOINED IN SCHEDULE NOTE5 ONLY. WV1_ RWdenllat Co wruction Code- A 6-mll polVi;thv1oe_ 61m, dk.tall 1-,e F_;-?,,Tf"d 61111 1j. Unl6-ii'm herwhe nol-;Od, all reamIng MIII IcII #I ACQ premirt? treated- lurnbar.- PANWIDIST PER ' END % All rasteners.' hapgEfs'ehd arIIIII to' e,gaKjlo�ed or slalnlesIi ileeL TO 101ST, 3 16d COMMON JOIST NAIL the beloW.gracle ;-I of exter4ioy wallls prior tobackrAllng- 1).-For"roof iMalhinig vAhrn 4 fea, of ffie' p4rlmetei edgeor ave'rIddrilng'A f�e ' eich " t on a side of tM roof peak, -�otperunitu 'ed ALL_Zi�Df allXh' ` !I III wA_d. 'be tolied la each P'o al 8ANDlIOUTTO: [he 4 f, e r men ctufi0d,A21 be PL."*id ' lat tvo�. ' cti 2)-.t1rder, rori dkk joim lo Is It vA I h %�!a&fi�r 5 'd rij ts".' 2 - i6&'comm6N 7 111 TOE NAlL �.atajfusm!�l �njrft�i_INN_S es ent 01tu on Code- SILL-OP.TOP,PLATE FOOT 'SEE N, OT'E: I 'GIrde'rt on e6r43%-te-'ipleri thall.b_- a'nchoriid vIIII4 pr r Li el 4,ronneciw aei,,,:hored. 2�. Tabulate%d 12 inch 6-.11 fpa*cfng i�surnies slw-jth ngallaiheid to reffeiII/l.ousi framing me�,._m �I' G:�0.49. FRAMING NOTES bq1o`6-_Nryj-Me%0h a r0R.IrrI 1/2' dia x 7rcl� ery-hor,balt kI W,aihers�and rviti., IZOOF ,-�H IN6.- 1711111 frarrilrT wro-mbet'i 'AI -cz(1-42 the.III "L tg iII bi tedirxd Ldto IIII 1111).:All rramIng te6niques arvd, dedgn of,nurew 10C R.Loh Wind NAIL. N-AIL 3)_Pofoi tupp&i4.[rtg gitdell'A I be dindb,�ed to a 112"A2-N112' iihick concrete fck0tg. J 0 1'�,I D IS C R I PT to N! 0-TY, SPACIN6 hP.11anual- ' ' ' ' ' 3).Tabulated 4 inch a.c_ nail �paeing assames shealhing to taker/ V�Iii framing membeff,with C>0.49. Faf Edition Woed RamIng Conctrudlon i h Uie a mnlnlm�jm VI 21"ell 19 B' long an6ev, boho Wilh waiheri and nuis- fcic4ng i Shall he 3 fl. d ri.vAth -0.42<G-�0.49, N" fi.all ipaclng Aall Le reduc�d to 3 L[fl&ej,0I Pardw-es 10.0,11h covere?l roofs ihan have T2' dla.,cwirrefle plei� for the e.jrderj_ AS PER TAB LE IS membe ,2).. Unlen lx:Mel all fjamlnE-and.5frudural Matelal to�be 02 -4- 9TPL ATR.UCTURAL PANEL . 8 ViFCtIIIII!�I WALLSHEATHING REQUIREMENTS FORVIND LOADS- �Dwcto mrik bladirw 61' VO D.,C_ CEILING SHEATHING: SHEATHIN610C ATION NAIL SPACIN6 NAIL SPACING AT INTERMEDIATE NO TES 3). f lo6m v�alh. r'dr--igs-anA is'heri to I*ipa�Ad'al 16 Inche:s O-L Unleif nbled 5). A minlrwirn of 10 M,di 11 alhing,�hall 'Le Installed txi%sven khe lbulldng end ledger, N �r'MIL NAIL AT PA14EL EDGES "SUPPORT5 INTRE PAREL FIELD JOINT DEXMPTIO iedger to be fasi-mo-ld' to 1�4j[1.6,ng vAlh TP21 dIa. lrolis%%I v;I:,Drid nut S, $?Act NIL NOTFC- 1.-1 �AnT14 T1 rt II it I EXE �01I �b IwAof 6 0.'C '15c[comlo 12 v O.C_ NOT E:1 MR-PAN E where neeI 741-O.0 EDGE t_8 III c am-K4 ON (y- 12, 0.C EL FIELD Ary. Unlefj oth4,nvlsen&,ed.at11 bczating wall h�aders io.'Ut P),ZAG.02 + BTRI` Doug- Fir- VIII OAR D 5d COOLERS 16'0-t.-FIELD IN711111011 ZONE N 6 C.0 SEE N'OTE:.3 leating wall h-ea6itno 1t'm'le,(2 1I a�_nglls. 9LU&bh-eaLh�lde of all :6)7 Conae.te pers A, 211 be a.m. lnlrry,,jrn 61 a&I grade., �) ck ituds and (2) IM op�.n. �_',Wt_headercla hSmee (3) �at,k'fludIIi Are� (2� full lengtK itudf.on'e66side d WALL SHEATHING: open Ings.'Pear Ing wall wlndo;Ai il'ils 6611 OsD have f2) vvindbw fl[plates fa,"20 kI ancW&s. Eaelt Jokf A� all �lso'(Ilie Bnd,6recl N.0j ES o"in t o b e �Lp;o�1�d vA 1.h III' e r*t and operft bet-QIs, 41 aqd i5laand 25IIA%I 6�efflng' r belvIIIII 911 &id .S.. Prvi.IIII fire :RhIL NXIL JOINTIDESCAIPTION THESE N&ES .kRE ONLY TO BE'REFEILIZED TO lFN1%d_WfON1ED IN'5CHEDULE NOTES ONLY., Enid blacklhg,tohem eppticable- QTY. SPAC[N6 8).C"ed 'Rooft fhall be as�em,`Vbsd and ah6bredl the iarnerriannII�tr Lcal bulldill. ASPERTABLE 3.9� 1), For v.4 -Mthln A feet of ifie'zimnI 1114 foot ed- An flud% b,2&-niVhnadetx to be Insunflel—IImeh heaIII 4IIIIvInip.6d hanser�.ar�! P'ANEU 8d COM I M01IN WFCT%l -SBC 1? Z6TI 6 0 It f a th.o6 IS n t II u 1111- 6 n I.I- a I SUBMISSION/REVISION h br s 0 m-a-I i ca b le to o c'6n,ri 0 ci fr�g &L 39 b!! used- 06/24/21 DOB FILING APPLICATION PLUMBINrG NOTE5 7IIIII't8w OSS 0,C_ EDGE- 6d COIIIAN`11.01III, A 4H VOOD 0 O.C. FIELD '.2). TabOated'l 2 In&-oI n'all ipacirIiI ft.afflMiff �8111 1/21 REVISION #1 ra E;isl5zI I'l. (I�� I ta 1 .4 F-! N PL" atn&,ed tailud fia�mlrI member"T'�-ft an s a Cj;3,I ;or 6-amlnK ryiiII; V'Aih 0.42 pa� v ed I a 6 onf f�rrm o 2026 Plu 71 ,D_C_'EDG� -1 01 W" i n 6o Crc I S ub atio a . <6 thi, itull f, I ihall herI I) All 5tn'dra;^ha I I 1 3 P:esldentl I GM ul�I hal run, P�r u I L - �_I DOLI Up &&r f-I lit�..i walls 6111 ifle R,.,,Qr )pl5t a,-,td� LI, b�IIiljl.jb ' Watu PIPP Floors tolh &-Ta for proper load cap9city inless Cons i Plu d �d COOLERS" ovember 201 11111011 D FIELD on pfim, I IT, O.0 wllh 11lie EnglneI fof Suffelk County IlAeallh D.--pa'arnent 6' ra 3), Fw. �vieylor pa�pl i'ding 'gaM. Mzed, bok rialls shall,t-epermiLbe-d to be iubsillulled fix cof hrrl:�.l nal[L 7)_ "Provide 2 - I-V-1 fdn% � i FLOOR SHEATHING othe aCceisopenliIIlp unIIII ottoerlkhe noted fly'lcal)_ p -udi.,plaiei or johli are cut-&it III Installation fotany pl 3�, I rwall 51, umb Ing ielaied vxtt- 10*m beraj njom NAIL JAIL , PROJECT — *0te, -QT-Y. SRACIIII ii Irttpocl%rlp:V�jIT0*t10fj A-'f 01.1 KJA�#IMtAWJ t3tty.I C ft f 14 (<C�jj -A� -j Durniet tuill-dVIII :00f raftM al'e-Lto he Lty doubl!! t9im ion -I s!d-2 .00d-a- adeqjate brarItI am plaievtD P;. eu and tecLire Tne irmcure. V&jfy "I Me !I t�cv� -JAI! Va '174 2i'40,X TPINLE FitoTrLTrkjr-03.�TMG'r&r_avrkr_T%1THlI .21.WE 93hI HANCEPS PKIANCHOM'a, SCHNABEL RESIDENCE iiale'code and for rnax'lmwn�hole sl2e and jilpad- rig pem; e& 6 O.0 -EDGE: Xj.,0tALL I i 62 T110 LlI Iti"I. 1170V TO 9-OrlALAKMI:II tLO". wMere appll cable unless oiheryArA_.ncII STRUCTL)RA_1 PX'qEjS. 1390 DEMAREST ROAD ID I OR, LESS 1`112 O.C. Fir- 9, 1 n Use'�olld h1odding la roarj'alsti HVAC SYSTEM NOTES ORIENT, NEWYORK 11957 J_P`rc�ilcle blocking1bridg,.rig �n oor?olM a! 8'0,o.c_ =jc-� all 6--aring,walk: A." NOTES: echanleaT-cibr-iAntracil'of lines'p4'ondbTe.1I. 9dhi`S!4.N i"I iafe. ' `�6n iml w4:t-Afid KIIIA -Lt*-,z a I ini d I :I�_ .tAl 1; y FrlIIII �t (h ufi L N 0 TE.- W-j Pz�rerm ill reI Cri hanivi Ilr�wwl +xmirl.aftl t�tvx,'Cm 2 1* 111JIV&V1 RK tt%--,r IN SEAL + SIGNATURE t.T 0) Tafter. i-*rrvvI,+-!isw:k4�ilp".ar-ifruj:,,�'un in ih- I .Ptovtde-InsulaI Ion bafflef areavIe-Yen Is, install dr2fl. blad-l'-ig &I THESE *bM AE ONLY TO Br kEFEIZ�ED TO IF C 0,%rTVA CTO R T0 P lZMK1 5 3 0 M TEST T 0 OM I FY 2). All Mechanical work shall conform to 2020 Mechanical Code of NYS C/y MENTiONED IN &CHEDuLE-NOTE-OfI b(IMNG CONE)MONS. PY11111MUM 3I)NA' CAP.�CM, Urn �cb (publication date: November 2019) 6"U.Cor' wltd IIIII&K4eaw.0 rLiviii ipv"4IIIAXilsib 6 k 10iL 1.01i ot bi NIL-n-b-dal III IIIM111 =111nowd --wise inolEd,.eJI toorf and w-aill to have a mlfftum 1,12" lhlc.k, shmhlng 11j. Unleii olhe. Fl1r Nailing�iclulrPrIrI am L -Ed oh �IIII FIN_I r '111 —1 r CDX.,exfiI j,healfilng grade_*pIyIIIIkood_ Plywood lo ccrve,, Over pu�ei,and ka�ers, 3).. fAC 1ukc"n1rdet6r,lo'Prdylde final ivitem Ila" I &6vl6sr.and submit 01 to ihe Cener-I nalf6d 6 -on�eenlI the p. hel edge-11'walkhe ng W '11II&L, 4, 11 it. wxl nu-ro or ctrA,,,j or os,�jkmc F44T111.1.41L CCXv71W_TGn NI Al 4 nip w-TIIII III kr,:.- i ontratioc and ox%�ner fo,! finalrev[ev) and 2;,�fraval. k nalled 3' 01-einter ai fM p"el edge to obtain hloer tr�o r F 61#1-1 111 147.1'1*1- T.,o%r"k rry r-K r,T r4c,s6 ircoi ra rT K3 t4i P;.K)x To rIL *ly-,rfliIII III vm astilli, 03656b 12), UnIE�� olliee%�.pl�en�Aeduie3.'�4' ihlckT&lnilTSFIr-brAdvanie6pI '* d1uLN%_Dr Nr,%j0IlI AII fILL Al NUDED," YAK^- anleoed 1I PL400 adb.-epe and fae�o_-d fo'I1c)&r+:)IstLTlnli-hed fi= to Ise Initalled jr.A i cdel _jr jpdzr'bII j1dr ildI_ 6f I ELECTR merI ihanbe'&j�le,,,ot allterrat 'mn All 1'r lufr.aid btrmfw cf. I!jr.III E�.,fuiod*4 ' thani fadure's-, ruc6clm n evow-mN v II-rill gf ia'ILlwC PIS L[A1Lt95,b0r,0CiII r647 ra�e.4,0 ekiI iA41h.e.,trI N.Y.S.r1.k4:dr-;1hI 0�&, ov s6flow as Per Imst. S.u, ch as,jhe?,� pliI AJ-31 be- U're'd'16 mair-Aaln load P.al�L VEMI'TY I[PEP-ATRI D M A.'MkMA D 13 51). COWAII TM I)- Alt to be IrI _d iI 'Er a p cot 01 it-L115 MPKAIl-CV1-1tRA(tNT0 11114 41.Ai pi,-*r III tiLsh 0 ailiq &-lal r.W'-+lrod.'b III i1st Fiv'v pa*p 13)4 All.' WhItorim walli to have: fl*k rfahwte-regbitHril sheemxk_ Garagm- w2ls and lt4,1� M , f n DRAWING NUMBER %FhPA-L-I kh�athlng IV F- rmA4W vij;m', lodl ceffirts'and o-p-.r furnace to IL%ve sis, I or bbilding: 2j, Ati elutizft:ej,�jtxi ijt�.Il be wpprmied,b hi6k typr--)! Me&rock_ All, other d L.Iulilifit,I d L UndenyTILer., '_r0h'e laburaled nutnbev of nalls S'Kall 1-o- miI ,0 Ie".,m I L 16,d tILI ij, rnr ".HmkrC d rftMr-I�rd 4rrrl.-e,�.1,ir"_ .-irrd�v r4rr.rtVW 5.k�dlrmiI cc+� GENERAL NOTES to haIi:,e r mg- tar 112' Air jAiallE Ita" 1>---*tapfed and flVihe'd- )i, VON 110-CHILL1.7, L - to -_6 re&ced lol - 16d nOl rm,&r fooc 1%r_1UD:kr_s10PFLC0;t IS CONIFFI.M. 3).-Alt elecir[cil vI to 1112014 IN EC._' p)ld) leit 163n 4:12 ihall beh indalled wl!l) &q Ice &Walver bartlef or 4), in%l all Sn�rjked A t-,:)A M L)n omd�_'dewton lhruojp�. out as per gecilcvi 014 ' aRprthled eqi.�Sil.'Ftat rcofs shafl be arqLL-d w1jh a'Flbefgi,�s baie.!heet vAlh an EPDM to rdt do'(vn Cyp6 rnat6tafove.; and R315 of 1,lZC_ and.NFPA 72 DATE SCALE 24 MAY 2021 AS NOTED DRAWING NUMBER 02 of 17 eci u mb i'e m ents Of 2 er 20 19) as a �o a ' the 2 A he k ha n :dateN : 2 Re iden a ov R Parts 1' It a actor i re,,,l I' t wor s co fo 0 0 s 'i I ode of NYS (pu blication ended b y ru le 0 led amend I n N CR m :delisted P g 1 9 y 20 and 1 22 1 and to Co s p s i fo Sur bel Ow. The Genera Contr s on ble r en i ng that all work and con struction meets the cu rrent odes 'm :, L a S)..D1 jam, 0 g �_ovemb6,, 2011 L so PP e f NYS 20 19) hirarloc t ran .,N"F 7�2 DRAWN BY III REVIEWED BYF' e GRAPHIC SCALE ARCHITECT N 73701'10. E 280.00' 60 0 30 60 120 �O n 24o FABIAN BEDOLLA, RA 50.95' N 77'27'20" E 416 OCEAN AVENUE #86 , YN, NEW YORK 1177=7a BROOKL S 77'27'20" W 304.87' �S 08.32'40" E 1 1 2 2 6 25.06' ( IN FEET) S T: 917-658-3766 1 inch = 60 ft. S O �� E : fabian@FB-mad.com OWNER �� JACQUELINE SCHNABEL CO Cane) 1390 DEMAREST ROAD M O ORIENT, NEW YORK 1 1976 pae oo of T : (646) 344- 9300 CO /o0e E: jacqueline,schnabel@gmail.com A.H.W.M. (11/09/20 y lap of S/o �r pe 3 0 II O C/) I I N 0) I t� Cr I I 00 Upper O N Level 11 Wd. I I z Deck O 39.0' ?0 Conc. m r Patio N/F o B Below .2 87' 24.8' Z N • < MOSS 30.8' M Fri?Sty, I Res, 1 II Maksymonicz (T11 car" P.O.B. Tile & I W Conc. Porch � N O O emares Dt Road— __Gr `� cV N O a Asph. Road Private Road 25' R.O.W. Gravel Road Asph. D/W O II O Gen UP LIL 2412 Fnd' N 08'32'40" W z I Pin & Cap 25.06' 0 N 77°27 20 E 304.87 O �I 10.3, � (� ^ �1 Ln O 30.2' 1 I ( co O o 91 c Fr. � � N Z Fnd. l7 •� .-- o Garden o Garage z 111 T{ Ence �V �] Iron Pipe Fnd. Mtl. Pipe cry I I C1 ©© S 77°27'20" W 454.79' rn Lo 0 Cy Q) Z o N/F Zimmer,II mer, LLC rn � II I I I II II cn Cn I I CA W CA 00 _ Certified To: Described Property N 81'00'00" E SUBMISSION/REVISION 166.24' CVJB, LLC situate 01 05/24/21 DOB FILING APPLICATION Q ` 163.70' 0 Fidelity National Title Insurance Company s 81•00'00" wLn (7404-9827) Hamlet of Orient, N O p) o .- Town of Southold, 106 oo W N 0 Suffolk County, Z P� PROJECT N 78°34'40" E SCHNABEL RESIDENCE 236.00' S 89.10 0" �� ` New York Jog 44, E, fn 1390 DEMAREST ROAD ORIENT, NEW YORK 11957 fi ll L=25.41' Oa (� SEAL + SIGNATURE N' Y S' Route 25 SURVEYED NOVEMBER 9, 2020 BY: C-) ° D C THE EXISTENCE OF WETLANDS, RIGHTS—OF WAY, AND/OR SUFFOLK COUNTY TAX MAP PAUL W. WERLER, L.S. NYS LIC. 049875 �� i o� EASEMENTS, IF ANY NOT SHOWN, ARE NOT GUARANTEED. 1000-013-02-07.7 126 UNION AVENUE .� Right—of—Way Detail CENTER MORICHES, NY 11934 * " Scale 1" — 120' ZONING — DATUM — (631 ) 878 2847 FAX (631 ) 874-4164 � 365a5 O� LOT AREA — 74,027 S.F. OR 1 .70 ACRES JOB # 2020125 pwerler@lielevicerts.com -9T� F NE�� DRAWING NUMBER LAND SURVEY DATE SCALE 24 MAY 2021 AS NOTED DRAWING NUMBER 03 of 17 DRAWN BY F13 REVIEWED BYFB Al 3 ARCHITECT FABIAN BEDOLLA, RA VENT THRU ROOF VENT THRU 416 OCEAN AVENUE #86BROOKLYN, NEW YORK 1 1 226 (EXSTING) ROOF (EXISTING) T: 917-658-3766 E: fabian@FB-mad.com ROOF OWNER JACQUELINE SCHNABEL 1390 DEMAREST ROAD I I I ORIENT,( NEW 344Y11976 646) 9300 E: jacqueline.schnabel@gmail.com I I I I I I I I I I I I 2„i 2„� I I I I EXISTING V.S. --� I i I ATTIC I C I I I I I i EXISTING BATHROOM #2 POWDER MASTER BATHROOM j I I ROOM I I I- ---72-1�--- --�2,J--2,7 - -------�2i1- I I I I I I j I I I I I I I KITCHEN I 1 I I I I I I I T T T -EX-; ;-EX KIT. I i I I DAN SINK I 1 W/C LAV. : j W/C I W/C I LAV. I LAV. I I I TUB _ I I I TUB 2nd FLOOR ; `r `EX I SHOWER 1 itJ 1 4' 4" 2' 2�� 2'� 211 21t 211 211 -SUITE BATHROOM 1 2 1 1 NEW IN EXISTING BATHROOM #3 1 KITCHEN I` EXISTING V.S. -------------- (ACCESSORY APARTMENT) 1 EXISTING S.S. r„T---� -7----r2 I I 1-211 I I I EXISTING V.S. 211 EXISTING S.S. I I I I OUTSIDE NEW (SPA) BATHROOM LAUNDRY I I I j 1 I I I T T IF 2 I-2 212W/CLAV. W/C ILAV. LAV. 1 WASH. TUB I _ EXTERIOR I I W/CI I I 2 SUBMISSION/REVISION 1st FLOOR 3 2 3 SHOWER I EX� SHOWER I I SHOWER I Q311 �2" 1 2" 01 08/11/21 REVISION #1 - NEW DWG. tr---- �� 2" EX-; 311 I 2 2 2 I 02 09/01/21 REVISION #2 417 2" I I I PROJECT SCHNABEL RESIDENCE 1390 DEMAREST ROAD ORIENT, NEW YORK 11957 TO SEPTIC TANK SEAL + SIGNATURE I _ D C B p y% 0 i Nl �� -,J �3655$ y0� EXISTING FIXTURE TO BE REPLACED NEW FIXTURES: F F NEB WITH NEW ON EXISTING ROUGHING: TOILET - 2 TOILET - 4 LAVATORY - 2 DRAWING NUMBER LAVATORY - SHOWER - 2 2 SHOWER - 2 TUB - 1 PLUMBING RISER DIAGRAM • TUB - 2 • KITCHEN SINK - 1 DISHWASHER - 1 WASHER - 1 DATE SCALE 8 AUGUST, 2021 AS NOTED DRAWING NUMBER 04 of 17 p IM a a "Op" 11pid'i DRAWN BY FB REVIEWED BY FB EXISTING / DEMOLITION SYMBOLS LEGEND EXISTING WALL TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED __= EXISTING CEILING TO BE DEMOLISHED n' ARCHITECT FABIAN BEDOLLA, RA 416 OCEAN AVENUE #86 BROOKLYN, NEW YORK 11226 T : 917-658-3766 E : fabian@FB-mad.com OWNER JACQUELINE SCHNABEL 1390 DEMAREST ROAD ORIENT, NEW YORK 11976 T : (646) 344- 9300 E: jacqueline.schnabeI@gmail.com CONCRETE PATIO 17'-10" 29'- 0" 21'-2" J II I II II II � - - EXISTING EXISTING MECH ROOM iv BEDROOM 4 / 21-2 X 12'-2" r- 17'-10"X 12'-5" II II II II 1 � 8'-9" 3'-7" 1'-11" 2'-10" — RECREATION ROOM 29'-10"X 31'-8" /\\ o 8'_5" I NEW OPENING FOR ol NEW OPENING FOR —@EDPWIN66W— \ / EXISTING BATH 3 NEW FIRE DOOR — `^S EXISTING 8'-5"X 4'-11" - o I zo I FIREPLACE ao co CV ((`��0 EXISTING WASTE LINE TO / SUBMISSION/REVISION REMAIN I I I I \ NEW DOOR OPENING 3-0 -3 „ 0 06/24/21 DOB FILING APPLICATION 00 08/11/21 REVISION #1 II EXISTING GARAGE BEDROOM 3 II / \\ II / PROJECT II FOYER I I I I / SCHNABEL RESIDENCE I) (� 13'-8"X 7'-4" I / ' I 1390 DEMAREST ROAD II T ORIENT, NEW YORK 11957 IN \ I SEAL + SIGNATURE t \ D C B '�— 3655a O 16'-3" 21'-11" I DRAWING TITLE CONCRETE PORCH FIRST FLOOR I I DEMOLITION PLAN I I DATE SCALE 24 MAY 2021 AS NOTED L - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -� FIRST FLOOR DEMOLITION PLAN DRAWING NUMBER 05 of 17 SCALE:3/8"=1'-0" SCALE 3/8" = 1'-0" DRAWN BY FB REVIEWED BYFB 0 4 8 12 EXISTING/ DEMOLITION SYMBOLS LEGEND EXISTING WALL TO REMAIN ------ EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CEILING TO BE DEMOLISHED 21'-5" ARCHITECT FABIAN BEDOLLA, RA EXISTING DECK 416 OCEAN AVENUE #86 TO REMAIN BROOKLYN, NEW YORK 11226 T: 917-658- 3766 E : fabian@FB-mad.com OWNER JACQUELINE SCHNABEL 18'-0" 8'-2" 21'-5" 10'-1" 10'-10" 1 3 9 0 D E M A R E S T ROAD REPLACE EXISTING ORIENT, NEW YORK 11976 — — — — — _ — — — KITCHEN WINDOW T : (6 4 6) 3 4 4- 9 3 0 0 jacqueline.schnabel@gmall.com El F -1 9'-0" EXISTING OPENING FOR NEW SLIDING DOOR 20'-7"VIF �— NEW OPENING FOR NEW I I - - - - - - MULTI-SLIDE DOOR - - - - - - I I I I I I I I J �— —� BREAKFAST I I EXISTING KITCHEN 10'-1"X 16'-8" I I 10'-10"X 16-5" i EXISTING MASTER BEDROOM TO REMAIN CO 18'-0"X 19'4' L_ T/ I � I IREMOVE EXISTING ° ; I KITCHEN WINDOW I I � MASTER BATH 8'-2"X 19'-7" 7'-0" I I M 14-4" 1� o I v _ _ - _ HALL o > I 10'-3"X 7'-8" REPLACE EXISTING EXISTING GREAT ROOM a, I EXISTIN / BATH BATH WINDOW 21' 5"X 24'-0" a� FIREPLAC I II I I 5'-0"X 6'-2" I 6-0" I iv 3' I II ru _ � 2'-2" � I IjCLOTH CLOTH EXISTING BATH 2 HALLWAY I I I I DRYER I I WASHER I I I I- 9'-6"X 6-2" 17'-6"X 6'-5" LL —1 L -=jj LL—� J_ zo FF —1 lo Lo I a SUBMISSION/REVISION L— — — 01 05/21/21 DOB �I— I ] —T _T T T 1— I—f--:::Z I ' i I I I I I I I I I I REMOVE&DEMO / ' PROJECT EXISTING STAIRS /\ I I SCH NABEL RESIDENCE 1390 DEMAREST ROAD 8'-5HX 7'-11ALL " 'DINING o ORIENT, NEW YORK 11957 EXISTING I 1 EXISTING ( FF —{ — C 21'-5"X 15'-10" �j BEDROOM 1 Ij I "v BEDROOM 2 °0 u") I ( I f' SEAL + SIGNATURE -1 TO REMAIN co TO REMAIN I 1 \ 13'-6"X 12'-9" I I 12'-7"X 12'-9" N I ' OPEN TO BELOW I I �5 � B Ir ZI TF F NEB II SECOND FLOOR DEMOLITION PLAN DATE SCALE 20 MAY 01 AS NOTED DRAWING NUMBER 06 of 17 SECOND FLOOR DEMOLITION PLAN SCALE:3/8"=1'-0" moo DRAWN BY FB REVIEWED BYFB EXISTING / DEMOLITION SYMBOLS LEGEND EXISTING WALL TO REMAIN ------ EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CEILING TO BE DEMOLISHED 4 .d n. ARCHITECT FABIAN BEDOLLA, RA 416 OCEAN AVENUE #86 BROOKLYN, NEW YORK 11226 T : 917- 658-3766 E : fabian@FB-mad.com OWNER JACQUELINE SCHNABEL 1390 DEMAREST ROAD ORIENT, NEW YORK 11976 T : (646) 344- 9300 E; jacqueline.schnabel@gmall.com EXISTING SKYLIGHT EXISTING SKYLIGHT EXISTING SKYLIGHT EXISTING SKYLIGHT EXISTING SKYLIGHT zxl zx zx 13'-7" 12'-8" II II I I REMOVE EXISTING NON-STRUCTURAL PARTITION WALL II o STORAGE II STORAGE `7 ROOM ROOM 13'-7"X 11'-10" I I 12'-8"X 1 V-11" I I I SUBMISSION/REVISION I 01 05/24/21 DOB FILING APPLICATION (�REMOVE EXISTING RAILINGS PROJECT SCHNABEL RESIDENCE 1390 DEMAREST ROAD I I ORIENT, NEW YORK 11957 IOPEN TO BELOW OPEN TO BELOW SEAL + SIGNATURE e7 "A y, 365 �O�- F F NEB DRAWING TITLE ATTIC FLOOR DEMOLITION PLAN DATE SCALE 24 MAY 2021 AS NOTED ATTIC FLOOR DEMOLITION PLAN DRAWING NUMBER 07 of 17 jq 02000 SCALE:3/8"=V-0" If DRAWN BY FB REVIEWED BYFB 1 SMOKE AND CARBON MONOXIDE ALARM NOTES FOR NEW DWELLINGS R314.1 General Smoke alarms and heat detection shall comply 9314,6 Power source.Smoke alarms shall receive their primary with NFPA 72 and Section R314. power from the building wiring when such wiring is served from a commercial source,and when primary power is interrupted,shall R314.1.1 Listings Smoke alarms shall be listed in accordance receive power from a battery,Wiring shall be permanent and with UL 217,Heat detection shall be listed in accordance with UL without a disconnecting switch other than those required for over- 521 or UL 539 as appropriate for the intended application. current protection. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 203C R314.4 Interconnection Where more than one smoke alarm is required to be installed within an individual dwelling unit in R314.3 Location.Smoke alarms shall be installed in the accordance with R314.3,the alarm devices shall be following locations: interconnected in such a manner that the actuation of one alarm Lin each sleeping room. will activate all ofthe alarms in the individual dwelling unit. 2.Outside of each separate sleeping area in the immediate Physical interconnection shall not be required where listed vicinity of the bedrooms. wireless alarms are installed and all alarms sound upon activation 3.On each additional story of the dwelling,including or one alarm. basements and habitable attics but not including crawl spaces and uninhabitable attics.In dwellings or dwelling R315.1 Carbon monoxide alarms shall be provided in accordance units with split-levels and without an intervening door with Section 915 ofthe Fire Code of NYS. between the adjacent levels,a smoke alarm installed on the upper level shall suffice for the adjacent lower level FCNYS 915.2.1 Dwelling units.Carbon monoxide detection provided that the lower level is less than one full story shall below the upper level. be installed in dwelling units outside of each separate sleeping 4.Smoke alarms shall be installed no less than 3 feet(914 area in the immediate vicinity ofthe bedrooms. Where a fuel- mm)horizontally from the door or opening of a burning appliance is located within a bedroom or its attached 4 .b bathroom that contains a bathtub or shower unless this bathroom,carbon monoxide detection shall be installed within the would prevent placement of a smoke alarm required by bedroom. this section. R314.3.1 Installation near cooking appliances Smoke alarms ARCHITECT TOTAL FIRST FLOOR AREA TO BE RENOVATED: 1,845 SF shall prevnot hep cementalled tofasn the llowing larmi aloe Lion thiswould prevent the placement of a smoke alarm in a location required b F A B I A N B E D O L L A, RA 416 OCEAN AVENUE #86 R314.3: I. Ionization smoke alarms shall not.be installed less B R O O K L Y N, NEW Y O R K 1 1 2 2 6 than 20 ft horizontally from a permanently installed T: 91 7-6 5 8-3 7 6 6 cooking appliance. 2. ionization smoke alarms with on alarm silencing E: fabian@FB-mad.com switch shall not be installed less than 10 ft horizontally from a permanently installed cooking appliance. 3. Photoelectric smoke alarms shall not be installed less OWNER than 6 ft horizontally from a permanently installed JACQUELINE SCHNABEL cooking appliance. F4'-2 , 1390 DEMAREST ROAD ORIENT, NEW YORK 11976 1'-10" T: (646) 344-9300 E: jacqueline.schnabel@gmail.com PATIO NEW BOX WALL TO NEW DOOR WITH ACCOMMODATE EXISTING 4" —REPAIR/REPLACE PORTHOLE 5' 0"A.F.F N 13-6" 2'-2" RISER,New NEW ACCESS PANEL EXISTING WINDOW 32'-2" V 8'-0"12'-10" SI ding Doors in existing opening V-4" 3�_6" 7 2'-10" 2'-10 Ta 36" URAVI 0 ICU OWER BAS ill °- w NEW BATH OOM `I Zo IS 2 2 OW ER63x42x20A _N i. STUDY/OFFICE RECREATION ROOM 18'-2"X 17'-5" 29'-10"X 32'-1" C° �� EXISTING - MECH ROOM N TO REMAIN 8'X 12'-2" CLOSE 30"Washer RELOCATED LAUNDRY ROOM in 30 Dryer NIS- - 8'-5" TV ABOVE 2'-10 3'-0" NEW 22" CASEMENT FIREPLACE WINDOW o EXISTING BAT 3 FIRE FIRE ®8-9 XISTIN V-5"X 4'-11" EXISTING DOOR DOOR C1O� ILLY REPLACE o0 STEEL BEAM & EXISTING LALLY COLUMN _ C U N FIXTURES cce) — CO — — — _ LALLY COLUMN— — — 10 2_p NEW EN-SUITE 32x60 BATHROOM Tub NEW METAL GARAGE T 3� DOOR WITH GLASS �n PANELS S E° - 7 2021 01 2'-10" 5'-11" AO"II 0F CV � EXISTING WASTE LINE TO _ SUBMISSION/REVISION REMAIN RECESSED IN o WALL, NEW ACCESS 00 01 05/24/21 DOB FILING APPLICATION PANEL 18'-3" 3'-2" 02 08/11/21 REVISION #1 EXISTING BE ROOM 3 03 09/01/21 REVISION #2 TO RE AIN 16'-3"X T-11" NEW OSET EXISTING GARAGE NEW N-SUITE I I TO REMAIN BATH OOM � I I I I I 21'-2"X 18'-10" 1390 DEMAREST ROAD (NO WORK) PROJECT 8'TALLCLOSET I I I I i SCHNABEL RESIDENCE 00 I I I I I SLAB DOORS ON - ORIENT, NEW YORK 11957 PIVOT HINGES — L —I_ � — L - - - - - - - - - - - - - - - SEAL + SIGNATURE / 14'-11 EXISTING 2"X6" UP M 0 �� B-_RCti% WALL O DO 9 n New STEEL SUPPORT -A �� t PROPOSED NEW ENTRY ON TO FOUNDATION '. Sliding Doors in existing opening EXISTING FOOTINGS (SEE 3/A-100.00 FOR EXISTING SECOTION)TING & FOUNDATION 00 �9T y 3655 C)� ' F F NEB 21'-2" DRAWING TITLE io 105 PROPOSED FIRST FLOOR - ENCLOSED PORCH _ ►_ fir, _ �; o ON EXISTING `° x o fl FOUNDATION tr' Q- SEE 2/A-400.00 FOR DATE SCALE FRAMING PLAN 24 MAY 2021 AS NOTED 106 1 PROPOSED FIRST FLOOR DRAWING NUMBER 08 of 17 SCALE:318"=1'-0" 100 101 102 103 � 15" 50" 50" 50" 50" 15" DRAWN BY FB REVIEWED BY FB HANDRAIL/GUARD NOTES Al TOTAL 2N D FLOOR AREA TO B E RENOVATED: 2,448 SF R311.7 8 HA light f stairs with shaft be provided on not less than on; R312.openings Opening walking die guDtha6 l not have .sideof cach.flight of stairs with four or more risers. openings from the walking surface to the reqrd height thatallow passage of a sphere 4 inches(102 mm) ter.R311.7A.1 HelghLHandrail height,measured vertically from the sloped plane adjoining the tread nosing,or finish surface of ramp Exceptions: slope,shall be not less than 34 inches(864 mm)and not more than 38 1.The triangular openings td the open side ormed by theinches(965 nun) riser,tread and bottom rail ofa guard shall n passage of asphere 6 inches(153 mm)in diameter. R312.1.1 Where Regaired.Guardr shall be provided for those portions ofopen-sided walking surfaces,including stairs,ramps and 2.Guards on the open side ofstairs shall notnings thatlandings,that are located more than 30 inches(762 nun)measured allow passage ofa sphere 4r/f inches(I11 mmeter. 21'-5° vertically to the floor or grade below at any point within 36 inches (914 mm)horizontally to the edge of the open side.Insect screening shall not be considered as a guard. T R312.11 HeighLRequired guards at open-sided walking surfaces, including stairs,porches,balconies or landings,shall be not less than 36 inches(914 mm)in height as measured vertically above the adjacent walking surface or the line connecting the nosings. Exceptions: ARCHITECT 1.Guards on the open sides of stairs shall have a height not less than F A B I A N BED 0 L L A, RA o EXISTING DECK 34 inches(864 mm)measured vertically from a line connecting the 4 1 6 OCEAN AVENUE #8 6 TO REMAIN nosings. BROOKLYN, NEW YORK 2.Where the top of the guard saves as a handrail on the open sides 1 1 2 2 6 of stairs,the top of the guard shall be not less than 34 inches(864 T : 9 1 7- 6 5 8-3 7 6 6 ram)and not more than 38 inches(965 mm)as measured vertically from a line connecting the nosings. E : fabian@FB-mad.com OWNER JACQUELINE SCHNABEL le 18'-0" le 8'-2" le/ 20'-11" 1390 DEMAREST ROAD 05 03 NEWWINDOW ORIENT, NEW YORK 11976 E: jacqueline.schnabeI@gmail.c o m FIXED SLIDING 06 New 9'x 7' Large Panel Doors New window in in existing opening existing o 2'-0" 91-01, 20'-71"VIF 48" RAI�GHOOD L HOOD 04 48" ABOVE FIXED co FIXED EXISTING KITCHEN co EXISTING MASTER BEDROOM r New TO REMAIN Large Panel Sliding Doors. T Tall. 18'-0"X 12'-0" `' Stack on the left REC.GARB. 28 SINK 24"D/W 9 • NEW LARGE PANEL DOORS MASTER BATH 2'-0" IN EXISTING OPENING 8'-2"X 16-2" _ I I I O I I z NEW WALK-IN CLOSET REPLACE FIXTURES. I I I ( O I I �-0 ti WC&SHOWER IN NEW LOCATION N I KITCH ISLAND co Ir - — ———108"X 48"— w o \ 0" 4-0° 4'-0" 0 V-5" , T-0" 4'-0" Ce.i co o0 'r• NEW WALK-IN CLOSET iv N RELOCATED _ P WDER ROOM 8'- T-0" _ -1 ®Cl) 0 EXISTING NEW DINING NEW WINDOW TO MAT, BROOM N GREAT RCOM See through 21'-5"X 24'-0" ;- EXISTING LOUNGE WIN CLOSET _T STEAM SHOWER UNIT IN VANITY 21'-5"X 24-0" fireplace NEW WINDOW IN EXISTING LH SEE-THROUGH WINDOW OPENING FIREPLACE 202 EXISTING BAT H 2 9'-6"X 6'-2" 01 REPLACE PL FIXTURES 7-0" T-0" 2'-6° Cal 9'-6" Z; VESTIBULE UX7' LINEN CLOSET 02'-8" O ® SUBMISSION/REVISION UP 0 06/24/21 DOB FILING APPLICATION 0 2'-6" 21_611 08/11/21 REVISION #1 I 2'-0" 8'TALL CLOSET Closet PROJECT __,"SLAB DOORS ON under stairs DN SC14NABEL RESIDENCE PIVOT HINGES 1390 DEMAREST ROAD ORIENT, NEW YORK 11957 SEAL + SIGNATURE a> NEW LOUNGE D EXISTING EXISTING C'�� Boo BEDROOM 1 BEDROOM 2 FOYER BELOW 40 1 ��P�\ -JII n t v � ` TO REMAIN TO REMAIN 13-6 X 12-9 12-7 X 12-9 NEW CLOSET NEW CLOSET k -� JL FIXED (P y� Q655B y0 New TOOT 01 1 F F NEB Large Fixed Panel Windows. 6'Tall NEW DOOR by 8' High. 4 DRAWING TITLE WOOD DECK,WOOD POSTS, 1 40 PROPOSED SECOND FLOOR I METAL BALUSTERS. SEE A-403 FOR DETAILS �, 12'-7" M -Approx. 21'-61/2" - „ DATE SCALE 13'-6" t7 21 2 24 MAY 2021 AS NOTED Cl) Cl) X X a RRACE TE 2 a a DRAWING NUMBER 09 0 17 ' Q Q PF% IT", PROPOSED SECOND FLOOR - AREA 2,448 SF SCALE:3/8"=1'-0" DRAWN BY FB REVIEWED BYFB Collar ties at 6-0"above subfloor of attic area n' ARCHITECT q FABIAN BEDOLLA, RA �D 416 OCEAN AVENUE #86 BROOKLYN, NEW YORK 1 12 26 T: 917-658-3766 E: fabian@FB-mad.com OWNER JACQUELINE SCHNABEL 1390 DEMAREST ROAD 2D ORIENT, NEW YORK 11976 / ATTIC FLOOR SECTION T: (646) 344-9300 L SCALE:3/8"=1'-0" E: jacqueline.schnabel@gmail.com EXISTING SKYLIGHT EXISTING SKYLIGHT EXISTING SKYLIGHT EXISTING SKYLIGHT EXISTING SKYLIGHT // // Z'x 26'-7" FINISHED AND C NDITIONED A IC ) r /*1-;14 �On - 6/" i SUBMISSION/REVISION DN - N w r 01 05/24/21 DOB FILING APPLICATION rHgndrail "' 02 08/11/21 REVISION #1 New interior partition 03 09/01/21 REVISION #2 OL PROJECT SCHNABEL RESIDENCE 1390 DEMAREST ROAD ORIENT, NEW YORK 11957 SEAL + SIGNATURE C r N'o' 036 55' yo F F NEB DRAWING TITLE PROPOSED ATTIC FLOOR DATE SCALE 24 MAY 2021 AS NOTED C,) PROPOSED ATTIC FLOOR SCALE:3/8"=1'-0" DRAWING NUMBER 10 of 17 DRAWN BY FB REVIEWED BY FB h' /r ARCHITECT FABIAN BEDOLLA, RA 416 OCEAN AVENUE #86 BROOKLYN, NEW YORK 11226 T : 917- 658-3766 E : fabian@FB-mad.com OWNER JACQUELINE SCHNABEL 1390 DEMAREST ROAD ORIENT, NEW YORK 11976 T : (646) 344- 9300 E: jacqueline.schnabel@gmail.com 1 400 FIXED FIXED/ PANEJ,/ 8'-0" / PAZ q�� / 201 WOOD? N/ O BALUSTRADE, EE A-401 o / FOWIDETAILS SUBMISSION/REVISION EL 10' 3 5/8" 0 05/24/21 DOB FILING APPLICATION 2nd FLOOR FF — — 08/11/21 REVISION #1 i IN EXISTING OPENING / PROJECT SCHNABEL RESIDENCE o 1390 DEMAREST ROAD ORIENT, NEW YORK 11957 SEAL + SIGNATURE !� Al j- 100 101 02 DO3 ' ' �� ''BDC/y EL. U-0" TF E� 'y 3655� 4O 1 st FLOOR FF DRAWING TITLE SOUTH ELEVATION JAI 21'-5" DATE SCALE 24 MAY 2021 AS NOTED DRAWING NUMBER 11 of 17 SOUTH ELEVATION SCALE:3/8"-T-0" item?= DRAWN BY FB REVIEWED BYFB a' R' ,r ARCHITECT FABIAN BEDOLLA, RA 416 OCEAN AVENUE #86 BROOKLYN, NEW YORK 11226 T: 917-658-3766 E : fabian@FB-mad.com OWNER JACQUELINE SCHNABEL 1390 DEMAREST ROAD ORIENT, NEW YORK 11976 T : (646) 344- 9300 E: jacqueline.schnabel@gmall.com CHANGE WINDOW TO MATCH EXISTING IN THE LIVING ROOM WOOD POST& RAIL 02 SUBMISSION/REVISION 0 05/24/21 DOB FILING APPLICATION 08/11/21 REVISION #1 u- T / PROJECT - SCH�VABEL RESIDEi�CE SERVICE GARAGE _ 1390 DEMAREST ROAD DOOR AND PAINT ORIENT, NEW YORK 11957 SEAL + SIGNATURE / NEW Door — p C 3 6" N "/ �3655$ O 9TF F NE�y 42"SOLID WOOD DRAWING TITLE FRONT DOOR EAST ELEVATION DATE SCALE 24 MAY 2021 AS NOTED DRAWING NUMBER 12 of 17 EAST ELEVATION A012mal DRAWN BY FB REVIEWED BYFB ARCHITECT FABIAN BEDOLLA, RA 416 OCEAN AVENUE #86 BROOKLYN, NEW YORK 11226 T : 917-658-3766 E : fabian@FB-mad.com OWNER JACQUELINE SCHNABEL 1390 DEMAREST ROAD ORIENT, NEW YORK 11976 T : (646) 344- 9300 E: jacqueline.schnabei@gmail.com SUBMISSION/REVISION 0 06/24/21 DOB FILING APPLICATION 08/11/21 REVISION #1 _ 105 106 / PROJECT SCa1NABEL RESIDENCE 1390 DEMAREST ROAD / \ ORIENT, NEW YORK 11957 SEAL + SIGNATURE D L LJL CA 7�N �s r --- -i-'- _1_ — — -- A-9��` 3655) o F NE DRAWING TITLE WEST ELEVATION DATE SCALE 24 MAY 2021 AS NOTED DRAWING NUMBER 13 of 17 D-21E: EST ELEVATION 3/8"=T-0" I DRAWN BY FB REVIEWED BYFB ARCHITECT FABIAN BEDOLLA, RA 416 OCEAN AVENUE #86 BROOKLYN, NEW YORK 11226 T: 917-658-3766 E : fabian@FB-mad.com OWNER JACQUELINE SCHNABEL 1390 DEMAREST ROAD ORIENT, NEW YORK 11976 T : (646) 344- 9300 E: jacqueline.schnabel@gmail.com LIJ EXISTING NEW KITCHEN NEW WINDOW NEW DOOR WINDOW TO WINDOW IN EXISTING SLIDING FIXED FIXED IN EXISTING IN EXISTING REMAIN. SERVICE OPENING PANEL PANEL OPENING OPENING SLIDING FIXED PANEL / / WOOD POST, RAIL& BALUSTRADE SUBMISSION/REVISION 0 01 05/24/21 DOB FILING APPLICATION N p i — — NEW DOOR NEW SLIDING DOORS IN — PROJECT EXISTING EXISTINGOPENING- SCH14ABEL RESIDENCE SLIDING DOORS WINDO REMA IGT - 1390 DEMAREST ROAD TO REMAIN. REMA N. REPAIR/ SERVICE RWLACE ORIENT, NEW YORK 11957 SEAL + SIGNATUREL= / / 0 N 'A 3655$ O� F NE�y DRAWING TITLE NORTH ELEVATION DATE SCALE 24 MAY 2021 AS NOTED DRAWING NUMBER 14 of 17 NORTH ELEVATION SCALE:3/8"=1'-0" A=7mal3claa DRAWN BY FB REVIEWED BYFB I i L.hrrI r�t.1 ' ! • R t � I 14 1 f - - \-] . 2"x 12" Rafter r._..--- ��+ I�:Y,7L..1"'� 10 (3)14" LVL ' .� to do '✓r�+d �'' t '7P?t > r` ••�� 1�1 "'- 11 �" � Ci t♦+ +• ! �' ARCHITECT }' �¢ +•• ' FABIAN AVENUE, A#86 Fixed window #!r� � �Crlt� (F..�M.�.3'L.,�f�r"'�'!`C'h'.1 � ,1(� 416 OCEAN AV BROOKLYN, NEW YORK 11226 T : 917-658- 3766 • i� ,•'' '✓ � E : fabian@FB-mad.com •s OWNER JACQUELINE SCHNABEL • 1390 DEMAREST ROAD II ORIENT, NEW YORK 11976 �.. ,. T : (646) 344- 9300 E: W16x31 Steel jacqueline.schnabel@gmail.com (3)12" LVL14 � EX�ISTINGFOOTING& FOUNDATION SECTION J Fixed Transom Window EXISTING 2"X6" WALL New Door Steel HSS ,� Steel HSS 5"x 5"x @"column to foundation 2„x 6„ 5"x 5"x -------------------------------------------------------- ----------------------------------------------------------------------------------------------------------- �' column to foundation ------ ----------r-----------r----------I----------r----------r---------�----------r----------r--------- ----------r----------r--------- ----------r----------r------ 41 I i Operable transom windIows I I I I 1 I I I I I I I I I I I 1 I I I I I I Height to match front dgor F I I I 2"k 12" INFO GIRDI"ER ~ 0 Q. 4 I a Existing 8" • foundation I I I I I I I I I I 1 (See 3/A-400.00) 15" 50" 50" 50" 50" 15" 8" 8" 8 0„ PROPOSED ENCLOSED PORCH FRAMING PLAN PROPOSED ENCLOSED PORCH SECTION SCALE:3/8"=1'-0" +4" 1 1/2' 3" 1/2" PORCH (DECK) NOTES : T T • DECK AND PORCH POSTS TO BE FRAMED WITH PRESSURE PRESERVATIVE TREATED SOUTHERN YELLOW PINE #2&BETTER UNLESS NOTED 3 x 1 a' RAIL FRAME OTHERWISE. MAHOGANY TO MATCH DECKING • ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE ACQ OR EQUAL. FASTENERS FOR PRESSURE TREATED WOOD, INCLUDING 5 NUTS AND WASHERS,TO BE MIN.ASTM A653 TYPE G185 HOT-DIPPED, ZINC-COATED, GALVANIZED STEEL OR STAINLESS STEEL, 1/2"PAINTED ALUMINUM BALUSTERS; SEE PLAN FOR • GUARDS ARE REQUIRED ON DECKS EXCEEDING 30 INCHES ABOVE GRADE AND SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT. REQUIRED SPACING SUBMISSION/REVISION GUARDS SHALL NOT ALLOW PASSAGE OF A 4 INCH SPHERE OF MORE IN DIAMETER.JRC NYS 2020 R 507.1) OA 05/24/21 DOB FILING APPLICATION 08/11/21 REVISION #1 4X4 WOOD POST; MAHOGANY TO MATCH WOOD BLOCKING o _ DECKING _ TPO MEMBRANE ril 1x WOOD BLOCKING , ' •EPDM PROTECTION _ MIN, GAP OFF ROOFING I 11 11 II 11 II II II 11 II II _ --- 1�� 11 11 11 II 11 II 11 II 11 II 11 SCHNABEL RESIDENCE FOR DRAINAGE PROJECT I I I I I I I I I I I I 1 1 I I I I I I I I I I 1 2X PT TAPERED WOOD SLEEPERS PAINTED DRIP CAP 1390 DEMAREST ROAD 6"MAHOGANY WOOD -rtt - ---- 1x WOOD FASCIA ORIENT, NEW YORK 11957 6"MAHOGANY WOOD I I I I I I ; I 1; 11 1 1 11 11 1 1 1 1 11 1 1 DECKING; HIDDEN REMOVABLE DECK(3 BOA DS) v DECKING W/CONCEA ED -11 I I — -1J - I J�.1 '_I 't 'i I I�_J -�— . I L-- _I ___ FASTENERS EL. 10'-3 5/8" 11 II II II II II II II II II I f 2nd FLOOR FF SEAL + SIGNATURE / FASTENERS I i 11 1 1 1 1 1 I 1 1 " " 1 1 " " " ' 7- 71 II II II II 11 II II II 11 II 11 11 I � � �- .. —l1 I I I I L1—LI I l �.L__.__— I r _- 11_J I_ --L_L _LI \� ROOFING MEMBRANE B Cy/� I I I I I 1 1 I I I I I I I I 1 1 1 1 I I I I I -- �(/ �P •,i e y l I 1 L-1 L_— —1.1--_ 1.1 1_I I I I I I I I I I li CONTINUOUS GUTTER I II I1 11 II II II II 11 II II II I II II II II II II II 11 II 11 I = r • I II II II II II II II II II II II I w ` lJJ TAPERED SLEEPERS • I l 11 IJ I-.LL r IJ „ 6 MAHOGANY • I I I I I I I I I I 11 I I I I 11 I I I I I I I co - - - - _ _ _ (z} �q�c 3655$ y0� WOOD COVER; • 1I I 1'-- rI I —trt t —t Q cYi� c F NEV,f II II II II 11 II II II II II II 11 I z _. ,� I I u �a_�.Js t 1x12 WOOD FASCIA PAINTED 4X4TMAHOGAON`Y • i i `�-�I 1 1 I 1 i i 1 �i i i!i i i �� 1 i� I `'' - i i i i --� i < 5 TO MATCH HOUSE EXTERIOR ' I r 1i--RE OV BL �----� y r r r- --- -'REfuLO V/�BL -- - ,r---- REIVIOV�SLE -- -- - t r r i -- ----'i�-IdE1vIOVABL�i i-- --- I DRAWING TITLE wooD POST . ,, '' PA € E I I 11 11 TES �i,� A " \ ENCLOSED PORCH FRAMING PAINTED DRIP CAP _ _ •� - {• TO MATCH FASCIA , I I I I I 1 I I 1 1 1 1 I 1 1 1 1 1 I DETAILS FOYER (19)}"ALUMINUM BALUSTERS (29)J'ALUMINUM BALUSTERS (19)4"ALUMINUM BALUSTERS DATE SCALE 24 MAY 2021 AS NOTED DRAWING NUMBER 15 of 17 4 FRONT PORCH PLAN 5 CONCECALED GUTTER DETAIL SCALE: i/2"= 1'-0" SCALE: 1 1/2"= 1'-0" &=60 a a I DRAWN BY FB REVIEWED BYFB n' ARCHITECT FABIAN BEDOLLA, RA 416 OCEAN AVENUE #86 BROOKLYN, NEW YORK 11226 T: 917- 658- 3766 E : fabian@FB-mad.com OWNER JACQUELINE SCHNABEL 1390 DEMAREST ROAD ORIENT, NEW YORK 11976 T : (646) 344- 9300 E: 2„ 2„ 2„ jacqueline.schnabel@ gmail.com 02" 1 O�(, �O 2„ o 0 0 O o 2" , 1 , , 1 I I I I I I I I I : I O O � / O O ' � I FASTENER TYPE. SPACING: I I No. 8 WOOD-SCREW i I i I r 1 I BASED ANCHOR WITH 16 OC I �I i 2in. EMBEDMENT LENGTH , o i '01 00 0 ' coNo. 10 WOOD-SCREWS 1 1 0 I oII I I ; BASED ANCHOR WITH 16 OC tin. EMBEDMENT LENGTH I I I I 1 4in. dia. LAGSC�EW i / I ' i I I II'l i I BASED ANCHOR WITH 16 OC I I tin. EMBEDMENT LENGTH I j 0 � , o o 0 I 0 o O O i� I I I , 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING i GRADE PLYW 00 i j (ALTERNATIVIVEi 7/16" O.S.B.) O O O O o O i , 1/2"APA RATED SHEATHING I I I GRADE PLYWOOD (ALTERNATIVIVE: 7/16" O.S.B.) ° @ :L I , I I I I I 0 o Oo o O O o ! I O O FASTENER TYPE: SPACING: 2X4 DF#2 f I I , I No. 8 WOOD-SCREW STUD BASED ANCHOR WITH 10" OC °O 0 tin. EMBEDMENT LENGTH I 1 N : WI DOW SILL TYPICAL WINDOW OPENIN o. 10 WOOD-SCREWS o 0 0 0 0 0 BASED ANCHOR WITH 12" OC j i�i i I I PANEL SPAN EQUAL OR SMALL ER 2 in. EMBEDMENT LENGTH , I THAN 4 FEETrh 1 4in. dia. LAGSCREW I I I � I � � I BASED ANCHOR WITH 16' OC 0 2in. EMBEDMENT LENGTH 0 0 0 0 0 TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2 -2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No. 8 WOOD-SCREW OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8" OC THAN 6 FEET AND NUTS @ 2'-0" O.C. 2in. EMBEDMENT LENGTH SUBMISSION/REVISION No. 10 WOOD-SCREWS 05/24/21 DOB FILING APPLICATION TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9" 008111121 OC REVISION #1 2in. EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER 1/4in. dia. LAGSCREW Q BASED ANCHOR WITH 16" OC THAN 8 FEET 2in. EMBEDMENT LENGTH WIND- BOggj?ZW jU FOR WOOD STRUCTURAL PANEL PROJECT SCHNABEL RESIDENCE AS PER EC. 1609.2 2018 IBC ALTERNATIVE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING) 1390 DEMAREST ROAD 1 ORIENT, NEW YORK 11957 WINDBORNE DEBRIS PROTECTION FASTENING SCHED FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PRO 0 - D - T Y I I N A B R U 0 V SEAL + SIGNATURE D GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.2 AND TABLE 1609.2 OF 2�20 N.Y.S. RESIDE TIAL CONSTRUCTION CO E B oo �, THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUS A D -P B S 0 ��' � y Yfr, A��9 �'� SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY ' SHUTTERS FOR INSTALLATION. * - -W 'y 3655$ y0� TF F NEB DRAWING TITLE SHUTTER DETAILS DATE SCALE 24 MAY 2021 AS NOTED DRAWING NUMBER 16 of 17 pok DRAWN BY FB REVIEWED BYFB W � ND LOAD PATH CONNECT � ON AND CONSTRUCT � ON DETA � L DRAVV � NGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 8c GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL RAFTER WALLSTUD CRIPPLE STUD a ° BOTTOM PLATE a I-VRIDGE o HEADER LEDGER BATHTUB DOUBLE JOIST 4. ,s SIDEWALL ° RAFTER JACK STUDS I ARCHITECT FLOOR USP NUMBER DESCRIPTION APPLICATION FABIAN BEDOLLA, RA 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 416 OCEAN AVENUE #86 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BROOKLYN, NEW YORK 11226 / CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZ USP NUMBER DESCRIPTION APPLICATION BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT T: 917-658-3766 SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR E: fabian@FB-mad.com HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRA APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRA APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD, 2X10 LS210 18ga. SLOPE HANGERAPPLY TO EACH RAFTER / LEDGE BLOCKING @24 OC OWNER JACQUELINE SCHNABEL 1390 DEMAREST ROAD WALL STUD ORIENT, NEW YORK 11976 THROUGH—ROOF EXHAUST T : (6 4 6) 3 4 4- 9 3 0 0 VENTS SELECTED AND -- E LOCATED BY CONTRACTOR jacqueline.schnabel@gmail.com METAL STRAP w0000 CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD HIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING BLOCKING ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUCS @48 BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF --" GUTTER INSTALL 4'0" O.C. ONTIN. SCREENED VENT THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRA AND JACK STUDS RESISTANT METAL MESH WITH MESH 1 ONTIN. SOFFIT SCREENED PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. EXT. FLASHING TO FORM CHANNEL INSTALL 4 0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAF AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0' O.C. ,> CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1 4"x36" 18 a. STRA AND JACK STUDS 8 - 12 RAFTER RT20 21-1/8 x 20ga. TYDOWN ANCHOR SOFFITED EAVE DETAIL / 9 EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL � / ROOFING LAPS BASE FLASHING 4 INCHES �` ', BASE FLASHING WRAPS CORNERS, RAFTER / \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT ' WOOD JOIST ® TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0' O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1 2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTER/PLAT RT15 TYDOWN ANCHOR OVER RIDGE TO FROM PEAK TO ALLOW FR E THE PROPER STEE CONNECTOR. INSTALL 4'0' O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX, 112" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE C� TERMITE SHIELD SILL GASKET � SUBFLOOR i WOOD JOISTS CONC. SLAB ` NEOPRENE TYP. CONC. FOUNDATION 6 MIL. POLY GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR V GRANULAR FILL 1/' BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR v ` STEEL COLUMN 1/2 " DIA. BOLTS @ 48" o.c. STAG. ° 4 ° 4 D- ,D SUBMISSION/REVISION p �� CONC. SLAB p - o " o \/ ROOF JACK // I I I �� STEEL BEAM 01 05/24/21 DOB FILING APPLICATION a^ - ANCHOR BOLT EMBEDMENT: „ „ n COMPACT FILL o� \ p POURED CONCRETE: 7„ 4 x 1/4 x 8 STEEL p �' e / / p e a 2 ° D BLOCK WALL: 15 ROOFING LAPS TOP AND BOTTOM PLATE a FLASHING AT 1 2 GROUT KEYWAY FOOTING > o � � � CONC. FTG. �p Q�p G - SIDES AND TOP WITH 1 2" x 6" ANCHOR BOLT a a 8 , a ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS / 1 ob ,gam gBgs (USP LBPS58 OR BP583) REINFORCING BAR FOUNDATION /8" DIA. ANCHOR BOLT � 3" STEEL COLUMN DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) PROJECT SILL PLATE TO FOUNDATION ROOFING AT BOTTOM SCHNABEL RESIDENCE CRAWL SPACE OR FOUNDATION 1 STORY 72" OC 1390 DEMAREST ROAD TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION, APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC ORIENT, NEW YORK 11957 WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3 STEEL COLUMN ANCHORED TO 24 x24 x12 CONC. FTC. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SEAL + SIGNATURE - D c ' Do, c s Do y�T �— SUBFLOOR �� P�\ ��7 �O-A , CONC. SLAB 6X6 10 10 WWM DOOR FRAME * • i'� , GARAGE JOIST COMPA T FILL DOOR USE 2X8 �—STEEL BEAM FOR BLOCKOUT TF 4" SLAB F NE P.T. PLATE W/ 6X6 WMM SLOPE ' 1 2" AIR ACE ti p ° o v 4"DRIVEWAY -- NOTCH JOIST AND ADJUST HEIGHT / 7 1 2 WITH A NAILING PLATE IF NEEDED) DRAWING TITLE AT END AND a TO BE APROX. 1 2" OR HIGHER THAN ° ° ' STRAPPING DETAILS ' � � ,,p ES OF WOOD D, o o � D o ' ° - STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE 6 6 6 \ �; , BEAMS I- I o a o (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) p ,,p - a a c I I- I I-1TI-T ° ° ° ° _ 4°o 0 6X6 W.W.M. b _ r �- o =,I l a - i- 12 t 4 a a ° , . oo p MIN. o > o !'� l�'p A,A �!'� ®\NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM _l p p a (111=1111 11-11�11 o , o ®— —SUBFLOOR NOTCH EQUALS 1/4 DEPTH OF BEAM '!—I ° JOIST REINFORCING BAR • c o o� ' , �o I I—I I DATE SCALE DRAIN TILE REINFORCING BAR a ° -III a , 24 MAY 2021 AS NOTED 12°' © I o o° SHEET METAL / 30# FELT UNDER BEAM AT POINT III a L�'AI —STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK _I i I—I ,—I i I_I i i I_ I I� 3" PLATE (BOLTED TO BEAM) DRAWING NUMBER 1 7 of 1 7 TYP-ICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH B A ING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM PON REINFORCE FOOTING WITH E(2� #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT &m!5 a 0 BEAM POCKET DRAWN BY FB REVIEWED BYFB