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HomeMy WebLinkAbout49880-Z �o�ac��fFO o Town of Southold 8/31/2024 a y� P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45508 Date: 8/31/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1860 N Bayview Road Ext, Southold SCTM#: 473889 Sec/Block/Lot: 79.-6-3.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/13/2023 pursuant to which Building Permit No. 49880 dated 10/12/2023 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 front covered porch and garage addition with roof deck,to existing single-family dwellingas applied for. The certificate is issued to Tsoupros,David&Rose of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH.APPROVAL ELECTRICAL CERTIFICATE NO. 49880 7/2/2024 PLUMBERS CERTIFICATION DATED L Au&orizoSignature � FFillt TOWN OF SOUTHOLD o a' BUILDING DEPARTMENT y g TOWN CLERK'S OFFICE v • 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#: 49880 J Date: 10/12/2023 Permission is hereby granted to: Tsoupros, David 129 Locust St Floral Park, NY 11001 To: construct additions and alterations to existing single-family dwelling as applied for. At premises,located at: 1860 N Bayview Road Ext, Southold SCTM #473889 - Sec/Block/Lot# 79.-6-3.4 n Pursuant to application dated 9/18/2023 and approved by the Building Inspector. To expire on 4112/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION. $462.00 CO-ADDITION TO DWELLING $50.00 Total: $512.00 Building Inspector off' or so�ryol � o Town Hall Annex Telephone(631)76.5-1802 54375 Main Road P.O.Box 1179 G Q () Southold,NY 11971-0959 •��� �o sean.devlintown.southold.ny.us COUM(`4,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE - SITE LOCATION Issued To: David Tsoupros Address: 1860 N Bayview Rd Ext city:Southold st: NY zip: 11971 Building PermitA 49880 Section: 79 Block: 6 Lot: 3.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Mike Smith & Sons Electrical License No: 42078ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 4 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 2 4'LED 1 Exit Fixtures Sump Pump Other Equipment: Car Charger Ouotlet, 24 Circuit Sub Panel / 7 Used 120Combo Breaker(1) 120GFI(l) 115ARC Fault(1) Notes: Front Porch, Garage & Upper Deck Above Garage Wiring Inspector Signature: Date: July 2, 2024 S.Devlin-Cert Electrical Compliance Form �O��OF SO(/Ty�� 0�0 # f TOWN OF SOUTHOLD BUILDING DEPT. `ycou 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 [ ] PRE C/O [ ] RENTAL REMARKS: D u KdAAai W�� Q�. Uk- 4 ut C,Zo Dean.-- 00 P-ow'l am- 0 � DATE - aa. oq INSPECTOR q SObtyolo # # TOWN OF SOUTHOLD BUILDING DEPT. °ycoum, 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 [ ] ?,RE C/O [ ] RENTAL • �`V b R RKS. c DATE INSPECTOR SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F UNDATION 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 [ ] RE TAL REMARKS: 1 1� S — o v- ./00-" cov � - DATE INSPECTO oF souTyOlo 1 e� 0 v' �— TOWN OF SOUTHOLD BUILDING DEP 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ '] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL f ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: J.t /0A _?_ a'(1� I m AU4 DATE I INSPECTOR OP 50UTyOlo �`�1 �� I�.� �, �,t��UV vv'v ` d✓`D`� * H LD BUILDING� PT. TOWN OF SOOT O DL IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: amA�� v is o DATE L INSPECTOR OF SOUTho� # TOWN OF SOUTHOLD BUILDING DEPT. °y o�m,N 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. 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STATE ENERGY CODE S es � . e FINAL ADDITIONAL COMMENTS (,�P-4- c -off 7aG 169?8-Z- O b H 0 z x r� E� H x d b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtomnny_jov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D � � IJ PERMIT NO. Building Inspector: A / � I S E P 1 8 2023 pplicatio'ns and forms must,be filled'out'in their entirety.-lncomplete'°''�` applications will not'be accepted.,Where the Applicant is not the owner,an, BUILDING DES, Ownees'Authorization.form,(Page;2)shall be completed:;,_" Date: :OWNER(S);OF PROPE'Ti is Name:David Tsoupros SCTM#1000-79-6-3.4 Project Address:1860 North Bayview Extension Phone#:(516) 978-8971 Email: Mailing Address: FCONTAU—PERSON`. Name:'Same as design professional Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION':,, Name:Jonthan Baker Mailing Address:3015 Skunk Lane Phone#:(646) 2455-3603 _ _ Email:jgn@formworks-arch.com 'CONTRACTOR INFORMATION: ' Name: Mailing Address: Phone#: Email: DESCRIPTION.OF PROPOSEI)CONSTRUCTION` ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $115;000. Will the lot be.re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 r ' 8 M TI;PROPERTIF:'INFOR A ON. Existing use of property:Single Family Residence Intended Use of property:Sin le Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. @'Check 13ox,After Reading:"The owner/contractor/design professional is responsible for 611 drainage and'storm:water issues as provided by Chapter 236 of the Town Code. APPLICATION IS"HEREBY MADE to the Building•Department for the issuance of a'Building Permit pursuant to the Building Zone ordinance of.the Town of Southold,'Suffolk,,County,;New York and other.applicable Laws'Ordinances,or Regulations;,for.the construction of buildings, additions,alterations or for rernoval or demolition,as herein'deseribed.The applicant agiees.to coinply with all-applicable;laws,'ordinances,building,code, .. -. . ;housing code and regulations and to admit autlioriiedInspectors'omprerniises and in.building(s)for necessary`inspections..Palse'statemerits.maae herein,are.'..' punishable as a,Class p misdemeanorpursuanfto Section 230:45 of the New.York 5tate.Penal Law:., ` Application Submitted By(print name): �)dvj l o '��� ❑Authorized Agent @Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF U-hsswA-1 ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this LISAAAQOINO Notary Public-State of New York day of�j�n , zo a 3 No.01ANassau County O Qrp6mession Expires Apr 13,2026 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) D residing at 16(oc) -P J- Da' yl do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. N:I: Owner's Signature Date Print Owner's Name 2 r7rz FF Ltb 1AL; 'DING DEPARTMENT-Electrical Inspector 3 TOWN OF SOUTHOLD ' MAR 2 1 TgWyn HaIhAnnex- 54375 Main Road - PO Box 1179 co Za Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Lmesh@southoldtownny.gov- seanda-southoldtownny.g v , — APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/20/2024 Company Name: Mike Smith and Son Electrical Contracting Inc Electrician's Name: Michael Smith License No.: ME42078 Elec. email: Msmithandsonelectric@gmail.com Elec. Phone No: 631-744-3535 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 326, Rocky Point, NY 11778 JOB SITE INFORMATION (All Information Required) Name: Eli Construction Address: 1860 N. Bayview Road Ext., Southhold NY 11791 Cross Street: Vitoria Drive Phone No.: 631-744-3535 Bidg.Permit#: 49880 email: msmithandsonelectric@gmail.con Tax Map District: 1000 Section:79 Block: 6 Lot: 3.14 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Garage Extention and Sub panel Square Footage: 1200 Circle All That Apply: Ln'Rough In F Is job ready for inspection?: YES❑NO _] Final Do you need a Temp Certificate?: YES 0 NO issued On Temp Information: (All information required) Service Size�l Ph❑3 Ph Size: A #Meters Old Meter# ONew service[]Fire Reconnect[]Flood Reconnect Oservice Reconnect Ounderground ElOverhead #Underground Laterals E]1 n2 H Frame Pole Work done on Service? F]Y ON Additional Information: PAYMENT DUE WITH APPLICATION Paid ls� ­N 1 Electrical Inspector �J- :,!W -DIN,G DEPARTMENT F F 04� 410, TOWN OF SOUTHOLD MAR 2 1 Tgffln Hall Annex- 54375 Main Road - PO Box 1179 C4 Southold, New York 11971-0959 'J",­-Telephone (631) 765-1802 - FAX (631) 765-9502 'flip ;Lame seand(cD-southoldtownny.q -sh@southoldtownny.gov ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3/20/2024 Company Name: Mike Smith and Son Electrical Contracting Inc Electrician's Name: Michael Smith License No.: ME42078 Elec. email: Msmithandsonelectric@gmail.com Elec. Phone No: 631-744-3535 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 326, Rocky Point, NY 11778 JOB SITE INFORMATION (All Information Required) Name: Eli Construction Address: 1860 N. Bayview Road Ext., Southhold NY 11791 Cross Street: Vitoria Drive Phone No.: 631-744-3535 Bldg.Permit#: 49880 email: msmithandsonelectric@g mail.con Tax Map District: 1000 Section:79 Block: 6 Lot: 3.14 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Garage Extention and Sub panel d -e pq"A�pr k r r-Square Footage: 1200 Circle All That Apply: Is job ready for inspection?: F&_/J YES NO 'Rough In Final Do you need a Temp Certificate?: YES[-V-]'NO Issued On Temp Information: (All information required) Service SizeF_11 Ph❑3 Ph Size: A #Meters Old Meter# ONew ServiceE]Fire Reconnect[]Flood Reconnect[]Service Reconnect[]Underground DOverhead # Underground Laterals F]1 2 H Frame M Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION Pia C(OK7 V­ I Address PERMIT 91 Sw I c h e s I Out;e[s t GFi's " Surfacelrl Sconces - H H's UC Lts Pans Fridge HW Exhaust Oven WAD smokes DW IM!ni Micro Generato -arbors Cook top e M b o rrans`er C AH Hood Serv;ce 1 C Amps Have Usec c �•�,r-�.� 2 -7 •pe �a! Scott A. Russell oS�Frk `-, 55T01KM\OVA\SUPERVISOR MA\NA\(Gr]EM]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold r CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: JONATHAN BAKER Date: 09/20/2023 (Pr md \ ISignatu Contact Information: JON@FORMWORKS-ARCH.COM (E-iMail 8 Telephone Number) (646) 245-3603 j Property Address / Location of Construction Site: 1860 NORTH BAYVIEW ROAD EXTENSION S.C.T.M. #: 1000 District SOUTHOLD, NY 11971 79 6 3.4 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - ' - - - - - - - - - - - - - - - = - - - - - ❑- Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! - Project does Not Discharge to Waters of the State. No S.P.D.E.S.Permit is Required ! ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE.APPLICANT IMUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit., ® - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN 5 a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Reviewed By: //1! 1. Date: I d g J PnRM x CM(P-Tr)C n,tnhr r 7n i Q cc , v ` �D VySSV PROJECT GENERAL NOTES TOWN OF SOUTHOLD ZONING ANALYSIS INFORMATION TSOUPROS RESIDENCE ADDRESS 1 . ALL WORK under this Application shall comply with the 13. The GENERAL CONTRACTOR is responsible to verify with ADDRESS: 1860 NORTH BAYVIEW ROAD EXTENSION, SOUTHOLD, NEW YORK 11971 ]�SOOUmPROS R"�m "Amk I D r.1m ,m,, lsso NORTH BArnEW ROAD EXTENSION %X Mu%- rm souTHOLD, NY 1ts7t 2020 International Residential Code of New York State, (IBC 2020). his PLUMBING SUB-CONTRACTOR the size of the existing TAX MAP # 1000-79-6-3.4 Hot Water Heater (HWH) and whether the existing HWH will be Code Section Zoning District Classification: R-40 Total Lot Area: 1.48 ACRES; 63,900 SF 2. NO WORK shall proceed until such time as the TOWN OF of sufficient capacity to support the additional hot water SOUTHOLD BUILDING DEPARTMENT has issued a Building demand for the Master Bathroom. If deemed insufficient, the PERMITTED/REQUIRED EXISTING PROPOSED COMPLIANCE Permit and a Plumbing Permit. GENERAL CONTRACTOR will submit to the Owner a separate price quote to remove and replace the existing HWH with a LOT SIZE. ARCHITECT 3. The GENERAL CONTRACTOR certifies to the Owner that he new one of sufficient capacity. p Minimum Lot Size: 40,000 sq.ft. 1.47 ACRES' 63 900 SF Existing, No Change Yes Com lies � is a licensed Contractor in the State of New York; Suffolk LOT WIDTH. �1 County and fully insured as required by the TOWN OF 14. The ELECTRICAL SUB-CONTRACTOR is responsible for , CD RDTMMT[�o SOUTHOLD BUILDING DEPARTMENT. obtaining an Electrical ROUGHING Inspection approval from Minimum Lot Width: 150.00 ft. 149 ft. Existing, No Change Pre-Existing ���( 120 z � = an Independent Fire-Underwriter's Electrical Inspector. m (� J ' LOT DEPTH. - m FOO Pft"ut1M @1W Aff@hB ffs PHC 4. The PLUMBING CONTRACTOR certifies to the Owner that Minimum Lot Depth: 175.00 ft. 432 ft. Existing, No Change Yes, Complies c 'L o he is a fully licensed Contractor in the State of New York, 15. The ELECTRICAL SUB-CONTRACTOR is responsible for p g p m o �2 �JO�� �4r�c�� ISSUED 0 ldca�hW o o Brooklyn, NY 11201 Suffolk County and fully insured as required by the TOWN OF obtaining a FINAL Electrical Inspection and an Underwriter's FRONT YARD. cr I o w T 212 796 2085 SOUTHOLD BUILDING DEPARTMENT. Electrical Certificate for the new work approval by an Minimum Front Yard: 50.00 ft. 200 ft. Existing, No Change Yes, Complies " independent Fire-Underwriter's Electrical Inspector. REVISED & RESUBMITTED e _ _ Cn hbolormworks-erc h.corn 5. The ELECTRICAL CONTRACTOR certifies to the Owner that SIDE YARD. "'0 v LU formworks-arch.com . he is a fully licensed Contractor in the State of New York, 16. The GENERAL CONTRACTOR shall submit to the Owner's Minimum Side Yard: 15.00 ft. Side Yard 1: 25.5 ft. Existing, No Change Yes, Complies NO CHAIJGES Q Suffolk County and fully insured as required by the TOWN OF the Original (green) FINAL Underwriter's Electrical Certificate Side Yard 2: 25.5 ft. 15.08 ft. Yes, Complies N N SOUTHOLD BUILDING DEPARTMENT. for submission to the Inc. Village of Floral Park Building BOTH SIDE YARDS. OMITTED - N o Department. Minimum Both Side Yards: 35.00 ft. 82.2 ft. 71.7 ft. Yes, Complies � T CD SHT. NO. TITLE < Co o "- �,, ' 6 The GENERAL CONTRACTOR is to field measure the o o r i .� LC- C work to confirm 17. The GENERAL CONTRACTOR and his Sub-Contractors REAR YARD. I' 6 existing conditions affected b this proposed w O "% '.,,','.<"::' g Y P p /.. ' -1 I'll ,:, 11" it R ft Exlsfin No Change Yes Complies `" ' c shall make an and all changes to their work as deemed Minimum ear Yard. 50.00 182.2 ft. :,;:; ,. " ' all dimensions prior to proceeding. Y g ;',.;. .. .,.., ;.,;:' ;' - -,;. ', .<, .':...- . ;-: -:.,;.: . ..''"..:;,; :.: �; ',;.:;-., :"�`;::�;-".:"'>:: E r� necessary by the TOWN OF SOUTHOLD BUILDING G-001.00 PROJECT LOCATION, SITE PLAN, DESIGN CRITERIA &ZONING DATA ® _r I s F EB 2 3 202�! �, I') 7. The GENERAL CONTRACTOR is to inform James Thomas INSPECTOR at no additional cost to the owner. LIVABLE FLOOR AREA. Martino, Architect of any discrepancies between the field Minimum Floor Area: 850.00 sq.ft. 3,093 sq. ft. Existing, No Change Yes, Complies G-002.00 FRAMING NOTES AND NAILING SCHEDULE 0 conditions and the dimensions indicated on these drawings 18. All New Conventional Wood Framing Members shall be Pef;,,'ii ( � ,. Y,,r,�:�,c '� LOT COVERAGE. G-003.00 CONSTRUCTION AND STRAPPING DETAILS 0 `t�„' '��' �> �:t�t',".,�".,d prior to proceeding. shall be Douglas Fir-Larch #2 minimum, NO EXCEPTIONS. Maximum Lot Coverage: 20% (12,780 sq. ft.) <5% (2,804 sq. ft. incl deck) <5% (3,058 sq.ft.) Yes, Complies 8. The GENERAL CONTRACTOR is responsible to coordinate 19. Written dimensions shall take precedence over scaled BUILDING HEIGHT. A-100.00 FOUNDATION PLAN 0 the work performed by all traders, including but not limited to: dimensions and detailed drawings over smaller scale drawings. Maximum Building Height: 35.00 ft. ±27.50 ft. Existing, No Change Yes, Complies A-101.00 FIRST FLOOR PLAN 0 his plumbing, mechanical and electrical sub-contractor's and any other trades that may affect this project. 20. The GENERAL CONTRACTOR shall verify & be responsible for NUMBER OF STORIES. A-102.00 SECOND FLOOR PLAN 0 0 all existing dimensions & conditions on the job. The Architect's Maximum No. of Stories: 2 2 Stories 2 Stories Existing, No Change Yes, Complies A-103.00 ROOF FRAMING PLAN 0 9. The GENERAL CONTRACTOR is responsible to coordinate Office must be notified of any deviations of the dimensions and all locations where wood blocking and/or plywood backing conditions indicated on these drawings. may be necessary for a proper installation. AREA CALCULATIONS: EXISTING PROPOSED A-201.00 BUILDING ELEVATIONS 00 21. The GENERAL CONTRACTOR shall be responsible for bracing FIRST FLOOR AREA 2,078 SF NO CHANGE A-202.00 BUILDING ELEVATIONS 00 10. The GENERAL CONTRACTOR is to confirm all finishes & protecting against wind & storm damage, breakage, collapse, with the property owner prior to ordering and/or installing any distortion and mis-alignment of all areas affected by this SECOND FLOOR AREA 1,015 SF NO CHANGE finish materials. alteration. A-301.00 BUILDING SECTIONS, SCHEDULE AND DETAILS 0 TOTAL HABITABLE FLOOR AREA 3,093 SF NO CHANGE 11 . The GENERAL CONTRACTOR and his Electrical 22. The GENERAL CONTRACTOR shall be responsible for recording Sub-Contractor are responsible for coordination of all electrical accurate "AS-BUILT' DOCUMENTS of any changes made during devices including but not limited to switches, gfci outlets, the course of this Alteration. CLIMATIC AND GEOGRAPHIC DESIGN CIRTERIA AS PER RESIDENTIAL CODE TABLE R301.2(1) recessed lighting, surface mounted lightning, junction boxes 23. The GENERAL CONTRACTOR will be solely responsible for the GROUND ULITMATE SEISMIC DESIGN WEATHERING FROST LINE TERMITE DECAY WINTER ICE SHIELD UNDERLAYMENT FLOOD restoration, replacement and / or repair of any and all areas that SNOW LOAD WIND SPEED CATEGORY DEPTH DESIGN TEMP. REQUIRED HAZARDS 12. The GENERAL CONTRACTOR and his PLUMBING Were damaged by his own work force and any of his SUB-CONTRACTOR are responsible for the coordination of Sub-Contractors during this construction. 20 130 B SEVERE 36" (TOP) M to H �tom 11 YES 1984/1998 the plumbing fixtures, including but not limited to sinks, faucets, toilet, soaking tub, shower controls, shower drain, etc. ISSUE DATE 0. DATE_ DESCRIPTION 1 08.17.23 ISSUE FOR DOB FILING 2 10.05,23 REISSUE FOR DOB FILING 3 02.23.24 ISSUE FOR FOUNDATION AS BUILT S. C. T. M . NO. DISTRICT: 1000 SECTION : 79 BLOCK: 6 LOT( S): 3. 4 zl N I __ - 705 P.i 40„ E --_''-� LANDQQ��N� N � _�--'_�_` x BEHRMfWN CZ 0 it gyp• LOCATION OF PROPERTY `v SITE VISIT 2/23/24D PROPOSED x 8`D ONCE REVISION HISTORY: O I V-8" FOUNDATION ADDRION k 21'-G" `" No. DATE DESCRIPTION _ ;, 0 w� 4 3 .� 8 MM '114, " t 06l a �n L', r. 1. .,r 3'' `, , .r a�# bf. a., «, .,.",.: .. �. ,,a ram. ;; :. m ."+ > .r.1+;.:: ,,• ;:of` : `,,ua,. `z ffi >ea" ,. 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'>wt'�. 4 D '. x .Y " d LAN '': ., ;< N/F w 8 S� F"� '1^ .b.a' t� 'aE <. ."°�, 3'c�" <"ffit e" ''"x, y� , ', 0 F �. 6 "Z, :. E "� ;Y I 'l. . ' x, FISK ,.o-.«, `, . �.. , 14 , ,a. 4 , ', ,.�. /, a n „ .. 0_1a: < N- P fi MJ vy �: per" ..�� - C _ py, ,rt ���4�� ��#. S*'a 6 i Y�' �, ",� s° ,x , itl ' jj yp�� 4. Y., r :'"f tl m n T..- b. 1^ < Jam' m5¢: ,H "�: D -rr s.. c � � gip. E Tt< ' L �. ^fit .. , t- " L •- `i a "a ;: ' ?. N $ 3� �.. q<_ ..d X w , a.8 ,..., ;". ' gy ' '�'1. •a `may qq �y n p.- a w z gin.. ''k=.;, u� y' A"aka"•• �. " r `Mr:. � ''fir. , :�rrt. • t:- �. `. '- $ $, ., a " a , o c �, m ,`: " y. TITLE M. „«. A ., % .f ^9 :; it i''`'l,'�?, ,n, y .. 9 . 9 S . F . 1 • 4 � ACRES �. 6 8 g _ 0f _ J tr' AREA : ,+ Y k 4t' w -"+F'p' P' k k '' '^Ktl:9 k. O c <.a - w e r, p� , ,x. «a� i a,, r 9. ,5 T, sb' +.a, e. .rek. ' .. .. o a k < .» x1 g T A h a PROJECT LOCATION, SITE -agar, _� x r �' P..' r.:' $ y„ A .Mr. n .4,. •r, ,",4 ..awn. ,. ,....,. Y� P> V h „✓r ta, s 4 w g-, Y' g r+ 'Tf T P"S .� #. '.. $}} . 'S '� 7 4 'ai � t " r ,u >-�f F4.4 °>p f q :Y " r S 2 A'i y".i: r PLAN 8c ZONING DAT s s N 4 1�1 p� .:r.> ., . . .,.,.; ,"�:. .„,:"'.,'� '." r�'k..; $gyp" '.;.w�+� ; .,', ,,�., 7� tmlm �x,^wTf _,. .. ?`h�°. >� .2}p, .`4 , �7'i, s k ;: ..'d:, ,> .�, ..w+".s` b:;'Mkk:' .°XE s:;.<r+ .p v" ;fir/" "X'a ..a;'c+. 0v'. i'° d.',''x ns,< "'r•R"4'' '"+ffi' ;R` n+i:<,,: ,' s "`+ •.'na,- �;� .« far+=, r. 1. $ �''.; x bt P. re s, . .s < n» .. ., -r , ;:��, ..,. . : ' - ,e, :a '"3 <^t, ��` Aa, �„ ,. 't:; '3 3 .gyp... '��i .,+�"',.. ,�,,,wr.�" - a,.o,�t.,,,a. ,ia'+Yrw,«mkw.�,.A�...+f,Ya.ra[,,.,aaa,u�,... ..�.`�°Sw.t.,.a„»,�,.aaw..ar,.ta,+,vu.Ews�.a,. ,.,��..�x„�.�'-`.,w..�'a�...+:.�.:d:.,ix�,',®ua..t;raaY.x�u.,,�r , ., far �:,'. �-�<:�+n. r��'.�:<�.:,tr. ,:��>'� %iG '.$a,<a r3�'.....`: ..;.'L`-�,5..f�.>�.:iiei.,:.z,�.d,:,� ✓� .:ar'.a SEAL & SIGNATURE DATE: 05/25/2023 • � PROJECT NO.: S I T E P LAN �V,%vAA �41.,, ,`. DRAWING BY: YDS, JB 00 C�4 LOCATION MAP � ��� �I v,,%,',,,t GHK BY: JB a EXISTING EXCEPT AS NOTED c,l . f' .. ;I .; "I :.,, ' DWG. NO.: SCALE: 1/32" = i'4' l"i-Pt o N.T.S. � ' ' , SITE PLAN BASED ON SURVEY BY KENNETH M. WOYCHUK, PLLC. J \ 30 r 0r. .�11�(, \.,1'0 01 01 �a.w•,� AUGUST STH, 2013 COBS LANE �` , $--�' ortr e9 'N"I / ' CAD FILE NO. PAGE 1 OF 10 ''.4,i��,'I,I .,.., ,I I "..ii('..'',� , i� i , , , , , �i.. .... � ,,, , I ,�4 1,,,�., � , ,� � I I, ,,,�,I,-�,':',� .��� , , ,, ,.,. , , � , . I . , ,� , , , � ..�',"",','� : , ,� i�I,�,I ,.", I I .. � I I , , '.,,� , ;, ,, . , ,, ,,1''�.: �, � : i .. .. . � . " ,, I PROJECT ,'";"i, �_, I I 1 . . I TOWN OF SOUTHOLD ZONING ANALYSIS INFORMATION ro d TSOUPROS RESIDENCE , �-.��l��,�,!�,������,�-,, �: , �,�'..�G�; �ENERAL NOTES , " ''" Y,� � .� 1 il I I , OPME^ 11-1 LA_ .�,., ADDRESS: 1860 NORTH BAYVIEW ROAD EXTENSION, SOUTHOLD, NEWYORK 11971 � Ft-_ Ism 1860 NORTH BAWEW ROAD EXTENSION ;��.,j'-,�..'�­:.�,����,�:��� ��J..,A,LL �VbRK under this Application shall comply with the 13. The GENERAL CONTRACTOR is responsible to verify with I a r SOUTHOLD, NY 11971 ,,, � ,, "" ,�.,:,� L, I � , . TAX MAP # 1000-79-6-3.4 Js S I D �� N ,'m r"m ��'::����.��,_� ,� , 1, 11 OUr" ROS R [rcm BM ' ' , ,., ew York State, 0 BC 2020). his PLUMBING SUB-CONTRACTOR the size of the existing ",ill �,,�,,��,,�,., '.� , ,,r�eia ti ,",��`����,�� :i��o I, , onal Residential Code of N I .�i�l''��.,�,',Iqt��,�,.�,"'�'. , ,,',,��;',�­;"'',: 1 :, Hot Water Heater(HWH) and whether the existing HWH will be Code SecrIon Zoning District ClassTicalion. R-40 Totall Lot Area: 1.48 ACRES; 63,900 SF I I ­A''�! ,;�,.,,�­,, ,,,, of sufficient capacity to support the additional hot water r -�.i�,4�,e.�.��".�i�� ,�"..NO'WoRK --,hall proceed until such time as the TOWN OF k ��,,��,�,'.,� .._'. _1., , ,� 't , _EKISTING COMPLIANCE ��!�;,,�'��k"'��"!J"� I" ","SOUTHOLb BUILDING DEPARTMENT has issued a Building demand for, the Master Bathroom. If deemed insuffident, the PEItMMED/REQUIRED PROPOSED � . �� I ��,i�,,,�-':�,,� �.��,;,���,,�,���,P ", �-,, � �1, J,-,t'� I . � ;;i,jand,a,Plumbing P!earrnit. GENERAL CONTRACTOR umi ner - , ", , ,�L� ,., ,': .I.� r � LOT SrLE. ARCHITECT li�,.,,i,�',��,','. �����,�,� �,,�.��i,��;, .. price quotia- to remove and replace the existing HWH with a ,�.' ,'',,1,1 r ,111,.,��., '' ner that he new we of sufficient capacity. Mln�fmum Lot Size- 40,0W sq-ft. 1.47 ACRES; 63,900 SF bdsfing, No Change Yes, Complies �, , , ' ''3" T � GENERAL CONTRACTOR certifies to the Ow I :�,!�f"-,`s,`;"'i�� !,�i:i , "�".�,,�,,�" � �,.'­�,�,, ,-,. 1� ,, ,r I � � " ,,,,,,,,,,, ,, �""�," . � 1, ,�i , ,,�,.,' ,,,,s. ,&',I1c� Contriactor in the State of New York,; Suffolk LOT W I DTH, li.,i ,�� , - � ,"I., , ,�,, � ..",- .S�v'-,�.,,,.., ,I Cdurlty�,�',and - fully insured as required by the TOWN OF 14, The ELECTRICAL SUB-CONTRACTOR is responsible for M-1n:Imum Lot W-ldtb-- 150.00 ft 1 49 ft. b4sring,No Change Pre-56sring . CD Fwmw�whg � , i - �!10!'�,..,,, `,"�� '11��'!:,"'"', "' , " k6L� M 1 I A"01,� �,� -,8OUT D BUILDING DEPARTMENT. obtaining an Electrical ROUGHING Inspection approval from 0 (' ' E�� ==� `.". ` ' ­1 ''..�`.4"�,�, . ' � e-Underwriter's Electrica.1 Inspector. U_ "" ,- , , ­��,,:�, ,. ,,, , LOT DEPTIH. ,,,��I,`-�,��,-',,,,',� . I an independent Fir !'�i k��,�,,, �q,­,�.-­��,,� ... ,, , ,k . 1 =� co 1'�J,1,'� �:, ;,�,"� ,' r WeimUm Lot Depth-- 1 75.OD ft- 432 ft. Edsti,No Change Yes, Complies U_ 1F@TMW@ft amhnsduT@ pdp@ ,, � PLUMBING CONTRACTOR ceitfies to the owner that C:) .�, , 4�11­16� r CO 0 i,i��:!��I,�"' , �',' , 1j, f 62 John Strast - i .,''Y �`hd,��i S`�, , ully licensed Contractor in the State of Now YorK, 15. The ELECTRICAL SUB-CONTRAC70R is responsible for C) cc �,,�I�,!�,-:!�,,j��f!'�:,�-:�!,:�, ISSUED 0 M Brookiyn, NY 11231 J ,i ,,,, " C:) � �11 V? , ;:',i()oui�ty andfully insured as required by the TOWN OF obtaining a FINAL Electrical Inspection and an Underwriters FRONTYARD. 0= [-I- ��Ii�,.,'.,,',��,1,�;,i*,.� .''I I ' ' , Yes, Complies � C:) UJ T 212 796 2885 1 M-Inlimum front yard: Wing,No Change " � , Elect-bal Certificate for the new work approval by an 50.OD ft. 200 ft. �,�,,,,,.'�.�),,',�� .1,'.� .,SOUTHOLD BU I LDI NG DEPAR170 ENT. -Electrical Inspector. REVISED & RESUBMITTED �� W UJ = info Oformworks-arch.com i,!,i;'��L,-�1�!"�� ,���-��",� ��� ,�� _� '' 1 : � I independent'Fire-Underwriter'b Cn ;,�)i(,,(,,,r,,,�",,,,,,..,,,� ,','.,. �,.��,,, - SIDEYARD. =:) = U) lormwarks-eirch.com 1�'.Ii:', 11 , 5 u) Lu , - I ELECTRICAL CONTRAG7 Cn Cn , �".',:���,:�! 1 . . I, - - = il'!�l FOR certifies to the Owner that [',,,.') NOT PROCEED WITH u:) ��,�, :'!�'.­he �,is_4 16. The GENERAL CONTRACTOR shall submit to the Owners Winimum Side Ybr& Ism ft- Srde Yard 1: 56.7 fl- Wing,No Change Yes, Complies NO CHANGES 0 ,. FRAMING UNTIL SURVEY'j, ; ��!�J�,,�':.", f �'. ,,S , a fully licensed Contractor in the State of New York, side Yard 2: 25.5 ft. 1 5.08 ft. Yes, Complies I OF FOUNDATION LOCATION- m c,) �,,��illl'-!�:�'ll��,�'��'�",'' . U161kr'Pounty and fully insured as required by the TOWN OF the Original (green) FINAL Underwrlt&s Electrical Certificate � t-,.­ ' ' OMITTED - ,, HAS BEEN APPROVED.' - ,c=*',', .c."' t�!-,",:�'*!,:,"A ; 4� ',SOUTHOLD BUILDING DEPARTMENT. for submission to the Inc. Village of Floral Park Building BOTH SIDE YARDS. I C\J " ;�.,�,rl��.�,":�� �..�,,� 4'', a a , , I I � � i, Department. Wirfimum Both Side Yards: 35.00 ft. 82.2 ft. 71.7 ft. Yes,Compries LU I,- U") PP OV D AS NOTED il I ,,, , .. , , , � 'e, ,,.-� ,, , ,, , 1 , , I P_ � C? �, �i,.�,,�'� 1 , . ' T`OR is to field measure the SHT. NO. TITLE .< c� 6 R-P # 4��� , I ra The-r' GENERAL CONTRAC M C:) � D * I . �1�)�:�� : ,. � . REAR YARD. __� ii� "I I I I I t ., 17. The GENERAL CONTRACTOR and his Sub-Contractor(s) ,'77-7-1 - "", -, _", z: I I , , � , . 'existing conditions affected by thlis proposed work to confirm ,,, - I 11 "' 7 ........."'I", ""'"i , , , i, , " , , , I", � , li� 1, , I , ,� ,, �z "',�,, ,,, ,�" , � , , " I I . 'Jz,"'J, ,�,�� I "", I i"I , ,�,, ,­', I",I ,"_" I ­`� �',', "I " ... , , "I'll" �,,, �1�1­1_ ,��,�", ,�­," ''"I ­1 I '�111,i,,iii ? I , ,�� I , , " Z, , � I :, �,_� , "I""'I", , �� , �'' , i.'' ,, Mirftum Rear Yard: ,50.00 ft- 182.2 ft. Wsring,No Change Yes,Compries , � ,, I �� " I ',1-1 1�'� - FEE BY- 4C � , ,, , 1, , I 1 z,,,, � I � "I", �, f""""', I I a , ,_" ,,Z , ,,,i,",,�, - " , ,I � n-ied , , "Ill I 11 i,,�"' 1�,1.11' I ��_,M,�,�'_ �11� I I .1­Z� I :1 I - �,, ,,,,, il �1,I_�, � �Iv�l 11 dimensions prior to proceeding. shall make any and all changes to their work as dee il 14111, I'�'� � 1'11" _111.11111 �.� ,�.'' .. . � . 1 necessary by the TOWN OF SOUTHOLD BUILDING NOTIFY BUILDING DEPARTMENT AT , r i "�:, . . . I I I LIVABLE MOOR AREA. G-001.00 PROJECT LOCATION, SITE PLAN, DESIGN CRITERIA&ZONING DATA 0 �� 631-765-1802 6AM TO 4PM FOR THE '': .,,- ,.. 7. The GENERAL CONTRACTOR is to inform James Thomas INSPECTOR at no additional cost io the owner. - - 50.00 sq-ft. Yes�Compries -- ,t1l , . I Minimum Floor Area: & 3,093 sq. ft. bdeing,No Charu_:p G 002.00 FRAMING NOTES AND NAILING SCHEDULE FOLLOWING INSPECTIONS: I.,� , �_ , ,. Martnor, Architect of any discrepancies between the field . — 0 1 - 1. FOUNDATION-T'Aln FIE('"IRED . 1 .I � - - ,.1 ,, , I conditions and the dimensions indicated on these drawings 18. All New Conventional Wood Fran-dng Members shall be LOT COVEUGE. G-003.00 CONSTRUCTION AND STRAPPING DETA;LS I 7i- � . FOR POURED CONCRI I. . I ''�'.: �, I shall be Douglas Fir-Larch #2 minimum,, NO D(CEPITIONS. MaAmum LotCoverage: 20% (12,780 sq. ft.) <5% (2,804 sq.ft. ind decl�) <5% (3,058 sq. ft.) Yes,Compries 10 ,. . prw to'proceeding. Al! exterior lighting 2. ROUGH-FRAMING& P,'i..,-71ING �� ., ; � . I 1 3. INSULATION . �!i ' , , ­ installed,replaced or I 1 , : 1 .. 8.' The GENERAL CONTRACTOR is responsible to coordinate 19. Written dimensions shall take precedence over scaled BUILDING-HEIGHT. A-1 00.00 FOUNDATION PLAN 4. FINAL-CONSTRUCTION MUST .. 1, I -ham I ep-i--d shall conform 0 �� I I I r, BE COMPLETE FOR C.O. , �, - - ings. Ma)dmum Bufldng Helighk 35.00 ft. b&eing,No C je Yes,Complies �� �. the, work performed by all trades, including but ncrt limited to: d1men§,ons and detailed draVings oversmallerscale draW ±27.50 ft. A-1 01.00 FIRST FLOOR PLAN F I� I� , ,. . , his'plumbing, mechanical and electrical sub-contractor's and to-Chapter 172 0 e ALL CONSTRUCTION SHALL MEET THE I - --r'0[) I I,, ; I I., ify &be responsible for NUMBER Of STORIES. A-1 02.00 SECOND FLOOR PLAN REQUIREMENTS OFTH!_. . ESOFNEW , I '' any other trades that may af Fect this project. 20. The GENERAL CONTRACTOR shall vefl of the Town Code 11, , I . I I oil e*rng crimengons & condifions on the job. The Architect's Mccdmum No-of Stories: 2 7 Stories 2 Stories Wing, No Change Yes,ComplTes. I I 010 . YORK STATE. NOT RESIPON310LE FOR I.,.' . . t 2 A-1 03.00 ROOF FRAMING PLAN 0 �� DESIGN OR CONSTRUCTON EhHORS ., 9. The GENERAL CONTRACTOR - �1�, ��,� � , , , is responsible to cocwdinate Office must be notified of ony devia-rions of the eimensions and I I .1, , '' � '' , all locations where wood blocking and/or plywood bacKing I v; -.11 . I .- . conditions indicated on these drawirgs - I ��,,-!������ I ­�. .may be necessary for a proper Installation. AREA CALCULATIONS: EXISTING A-201.00 BUILDING ELEVATIONS 111-',.�­- � . I - �),.i: ,:,�,' � ''I., � I I 21. The GENERAL CONTRACTOR shall be respon�lole for brocling ire SapprVition 0 0 1.11"11 �-.,: ! . . 1, FIRST FLOOR AREA 2,078 SF NO CHANGE A-202.00 BUILDING ELEVATIONS Fr .RETAIN STop,IA WATER RUNOFF " : i , 10., The GENERAL CONTRACTOR is to confirm all finishes &profecthg:ogdinsf Wind &storm damage. breakage.collapse. ^r" ired as Per 0 0 ­1:.,���: . . __1, PURSUANT TO CHAPTER 236 ,,.,,,,�'�:...:��, ,., .'' 1. J- �'�.I�d�,.:�:�! � - with the property owner prior to ordering and/or installing any dTstcdon and Trfis-olignment- of oil areas offected by ibis SECOND FLOOR AREA 1,015 SF NO CHANGE tivs code OF THE T07v"N CODE. I !,�, '', ;"," , 11 ,- finish materials. altera-rion. -, I - . . . ,�,.� " . , , , A-301.00 BUILDING SECTIONS, SCHEDULE AND DETAILS ,-, -­ .1-­ -1-F­ ,­- , .��10`��,,` I . , I I TOTAL HABITABLE FLOOR AREA 3,093 SF NO CHANGE 0 �� � 1 , -�/(­*l r , I �,, i .,� ", � I I - - 1.01". .' ' ..� �) 1 ,., . . '- ' , [�- ,,% ,,,, ", " . .) / i r-, , , � , ----�L�- -.1 j .1"'I ,.,I . ," Al.- The GENERAL CONTRACTOR and his Electrical 22-The GENERAL CONTRACTOR shoil be responsible for record-ing _.) 1.1-_I�_ � 1� .'- I I ; � ,, , i. , - ?) . I i -�i `� � . " P "'ri ..", � �, . sub-Contractor are responsible for coordination of all electrical � I ,� .''., I''.. .. accurate "AS-BUILVI DOCUMENTS of any changes made during I \ I _111 i � . . ,,.--��,.�,! ,� , �, � clevkms Induding but not limited to switches,, gfbi outlets. the course of Wis Alterafion. CLIMATIC AND GEOGRAPHIC DESIGN CIRTERIA AS PER RESIDENTIAL CODE TABLE R301.2(1) �,�,,.,,�,,:,�',�� I "I I � LLr-CTg RICAL I 1_J 0 C T 1, 2 2023 .,�,,',' `_� ! ,'.,.� �,recess6d lighting, surrace, mounted lightning, junction boxes ` I!,,���,��.�.� .11 .�. 1wspECTION E0 ,�, 11'� .�, 11 .1 I i . 21 The GENERAL CONTRACTOR will be solely responsible for the GROUND ULITMATE SEISMIC DESIGN WEATHE � FROST LINE TERMITE DECAY WINTER ICE SHIELD UNDERLAYMENT FLOOD ­­ _.- .�,,J,�',�:,r.'� � RING ". � I I. ­4,1,�`, � � , . SNOW LOAD WIND SPEED CATEGORY I DEPTH UIRED HAZARDS _1 . . - . I., , , , , �, DESIGN TEMP. REQ — I . � I ;.. , _ , ;,�,,�", -,,,, � �": I I � '' restoreion, replacement and /or repair of any and all areas that I —_ -- . . .. .''') , -'�' �r,12.: � The GENERAL CONTRACTOR and h's PLUMBING were damaged by 6is own work force and any of his ����,,���.��,�', � 1" ,.� "SUB-CONTRACTOR are responsible for the coordination of Sub-Ccnftac�ors,during thTs construci'lon. I 1 20 130 1 SEVERE MtoH .- StoM 11 YES 1984/1998 - ,.,.I, �,'� ,­ � I _______J — . . . I�.il'' �,,.�I� �I,�,�� th,&�, piumbring fixtures, including but not limited to sink% , __1 "! . �416:��':�',­,".-.' ' toilet,, soaking tub, shower controls,shower dmin,,etc. ,�,� :����:fa� ISSUE - ��)�,,�.� � �,�',- 1 "'I", �, �.. , � I 11 "'. �,.f: '," `,"��­­,�":�:�� ;; : , COMPLY WITH ALL CODES OF ��',' ".,.,' 'I � I I A, I ... , , L, , NEW YORK STATE&TOWN CODES No. DATE DESCRIPTION ,:`�111`� ''I-11_'�: 1... !,,�'�,,�. ,�� , ,,,�,,:,�i�,.��,,( , �l,�:."!�.,:d.:' "',; ," ,', ,. . '' '?, AS FIE U 1 08.17.23 ISSUE FOR DOB FILING . . 0, i,.�,j,-, I!''I" ` ,��,���,,�:� -.1"WRE AND CONDITIONS 0": 2 10.05.23 REISSUE FOR DOB RLIN �, d.,.!,� I �' '11� ,�,,��., ��, : - I Q [) t,,�)f,0, �;`, �,�""�'�' , 1',�'. �1 L"' ,, I 0 - G -,.c, I '. , � - $__ f�!,:�`��:;��:"::",-,�'.�: �.!;,:,�.` ­ - bn W- nr,1 A V �ti�'i,,��.�:�','�.��" t"�,, , 1� 1! d,. ,,�''.., � - — " , , I ,, li�,,i,.,:!,,,���,.��"'',,�"'�,�, ". ,�," ..;', "' , S. C. T. M . NO. DISTRICT: 7000 SECTION . 79 BLOCK: 6 L 0 T(S). J. 4 1 ,� �','�,,A�',,". � ;"_,�,� .', ��, , I ------SOUTHOLD TO A 1�4�:!,' ( ,� J!", ". i. ,, I NINING '� , ,:, �, - o�, ,­. ��, i I ���,I 11 1 �. . ,,. , -K 1 BOARD I �.,'., ,� 0 ��:11���,',��:,,,,,�� ,", ,,��,`,,� i��:��,',� ��­ , 1 �z -I ------SOUTHOLD T N TRUSTEES i - , .�:��,, "", , 111;,k".;'�,,,�,� �'. ."­, ��.,.��,'� � '.��', . 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I � 11 , " . 1. , I . (DO LOCATION MAP sAAN :�J:,�t',�,�,,�,��,,,."" ,�, , � . � ; "� 1;, "",�,"';,"...,":,1;.�-.�: � . , (-14 1 AN CHK BY: JB '. I. ,:��, , �1. � I _11 CA X ,�- - , '',;�".-';"T" ,�,�,,,��,, , .:., -� EXISTING EXCEPT AS NOTED _P 0 ("'.1 �;."', �,:­;,:�,��� "�� . I I I , ��,,,,`.,',,, ` ,, , , , , . �� T' -- �) * i . - DWG. NO.: , ,Jr �'q llj�,, .!",�� �)�-,'�..�,�::,,,�-,",.',I-"��'1'1;1'���;.,.", 1 , , -_ I I 11 '.1 ., ".. ,�,­:''�,�','�'`:, � . . SCALE: 1/32" = I'4' N.T.S. I- . * , �, ,' , ,!,,,�,1�,��I'lj"'��,�!`,,�'..",:r" _"', �11 . 1� I _,_____�___________. !�� �, , , � -,,,r��".i,),,�.,.,. .,��''" , � I,I ----------. � )� �',, 1� I � ?,i,,k ..';�i,T,:,C!��, , �' .� I SITE PLAN BASED ON SURVEY BY KENNETH M. WOYCHUK, PLLC. ------- ,,, ,,, 1;:;,.".­�''. I A" . �. �f p) �l�,:���.,��,,',��"",��,,����������,-�,, : ____ �, - �,�,1,1�',',I",,�:'' .�-t "(;�,��",.�����,'�4���� AUGUST 9TH, 2013 JACOBS LAIV,E __ I I A / G-001 .00 , �t��,,��,,,,, 807 1, �,,�',",,,.,:'.' I _ �,,,, � , � ,il � . . ' ' lit,�,,"�.i""�"."�,.,"��. , . . I , iTcl,�V[�-��:'',�-'- , . . �.,�,:,`�'i':,,-,,, I 1".. ,(,A� ",,,,", ,�� , ,',,,�I I , 1: ! CAD FILE No. PACE A P P40 AVI, . . � ATE_ S '9 J � 1 !�22 zIi All, I 1\11 � , - , IN ,,��,, T—n � )UTH ...;' �'N�U 'L'TO' OLD To Y.S.DE / 1; ,? LD HPC 0 11 I k� _�_ - 1, '11!1 ,�� i , I - jl��_ I F , :7",7 , g ot , - , , , , ,P ` , , , ' �' ' " " , t "�, , I It", �. 00i! , , I � �, " 11 tn _ , , , , � 4 I I �1'� ,'I V,J�,��',J�.4�,,."`� 1,4,,'..�,�,,"":. ,; , - " I 1, I".I 1 ':,� '� '' ill IN,`16`i'� !)-,j!", "..'',..",�,�,i�,, : ! � 1 OF 10 I , I , "I '�,,%,� 'o , ,, I �, o, w'' , ..,* . . I : . .. 14�4­,�,�I'�"� w,."i 41,�, �­:­�,:i, ,�: ! 4 , "" , "', ,, , , " � , ,:"� '' , �'I""'�'�',I' " ""L ,1�' ' �,, . . , " , , 11 , �i�L-�)",I'14� , ! �':.�, I I , I f . ,(,?", , ,. 1, � � t 'i", ,,�p'�,,,"""'',4;�. ., I.. ,, "I'��' ,!." , ., ,�jl!!L� �: I . I - � . I . . I : . 1 . .- I I y' PROJECT TSOUPROS RESIDENCE ADDRESS NAILING SCHEDULE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 1860 SOUTHOD, NY11VIENROADEXTENSION CONSTRUCTION NOTES: WIND FRAMING NOTES SOUTHOLD, NY „97, ROOF F RAM I N G; NAIL SPACING NAIL SPACING AT INTERMEDIATE 1). The information within this set of construction documents is related to basic design 1). RIDGE-TO-RAFTER ASSEMBLY: SHEATHING LOCATION intent g and framing details. They are intended as a construction aid , not a substitute 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES for generally accepted good building practice and compliance with current New York When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C, 8d COMMON @ 6" O.C. SEE NOTES: 1,3 State building codes. The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH construction details and procedures to ensure a professionally finished, structurally TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) ARCHITECT NOTE: 2 FOR PANEL FIELD sound 'and a weatherproof completed product. 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL: 3-8d COMMON EACH GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ;, .. TO TOP PLATE 10' WALL: 4-8d COMMON JOIST 2). The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters meets current federal, state, county and local cedes, ordinances and regulations, etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE NOTES These'codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. IFoM n oft GamhB um�Ob 02 John 8tres 1 > • ''. ' OVER PARTITION WFCM - SBC LAP NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Brook0yn, NY 11201 3). Dimensions shall take precedent over scaled drawings. 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE the 4 foot perimeter edge zone attachments required shall be used. `1T 212 796 2605 (DO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL P g accordance with table 3.3b. When wall studs above do not fall in line with studs below, the inb@brmworks-arch.com 2 . Tabulated 12 inch o.c. nails spacing assumes sheathing attached to rafter/truss framing m 4r). The designer has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ) P g g g embers with G>0.49. ®���®������������ " inating with these plans, nor responsibility for accordance with table 3.3. TO RAFTER END NAIL For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. responsibility for construction coord RIM BOARD EACH END '- '' '•'' ' construction means, methods„ techniques, sequences, or procedures, or for safety ) TO RAFTER 2 - 16d COMMON END NAIL 3 . Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For precautions and programs in connection with the work. There are no warranties for 4 . WALL ASSEMBLY TO FOUNDATION: ) P g g g specific use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches O.C. P WALL FRAMING: �,�'�'',:� ;:'�' ' : `,.:• ., ,' ' -, ': connectors. Steel straps shall have a minimum embedment of 7 inches in concrete ' Reter,to the Window and Door schedule for exterior openings. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under ° the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION Q SPACING = NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: y p p p q NAIL SPACING NAIL SPACING AT INTERMEDIATE 6;)��7hr General Contractor is to ensure that masonry or refabracted fireplaces meets bottom late, 3 inch square washes shall be used with the anchor bolts. Anchor o t ,�,..,. "'- . , P pp P spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD or'ex�eeds manufacture s specifications and applicable codes. spacing is to be spaced and sized in accordance to table 3.2a. In addition to s acin , NOTES + TOP PLATE FOOT SEE NOTE: 1 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all �, „ SEE NOTES: 1, 3 ( BOTH FIELDS) , ' 7) The 'General Contractor is to consult with the owner for all built-in items corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE 4 EDGE ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD !;- INTERSECTIONS EA. SIDE NAIL + s' ookcases, shelving, pantry, closets, trims, etc. INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 such a b 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 8j:,Wind load requirements shall be taken into account during construction. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FOUNDATION NOTES: / HEADER TO 16" O.C. FACE NOTES 1 2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL 4.•,, + 1) ;Tho �,eneral Contractor and Mason to review plans, elevations, details and notes to in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES. d' ''i'ne intended heights of finished floor(s) above typical grade. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: be used. All,(ootings to rest on undisturbed (virgin) soil. Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMM,O FOOT SEE NOTE: 1,2 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with length adjustment factors in table 3.16. END JOIST OR BLOCKING G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. '�, .,,;;i:• 3)..'Provide 1/2 expansion joint material between concrete slabs and abutting ..''.'`'concrete FLOOR FRAMING or masonry walls occuring in exterior or unheated interior areas. 7). INTERIOR SHEARWALL CONNECTIONS: : 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when g g s „4) Arty new concrete walls being attached to existing concrete structure shall interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY.AIL NAIL NOTES 4 . PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ;}�,;.:.;•' be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. Q SPACING ) JOIST TO: PER TOE 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 5). Unless otherwise noted, all slabs on grade to be 2500 ps.i.. Concrete to be ,;+.; ,,; , . `'.• 4 - Sd COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: o Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 6). INSTALL 1 - Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. "to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g P with table 3.5. Window sill laces shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL 6 maximum lifts (layers). p _.. 7) FIREBLOCKING REQUIRED 3.5. BLOCKING EACH TOE Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 2 - 8d COMMON EACH to form an effective fire barrier between stories, and between a top story 8x16 cast iron foundation vent for eve 150 s ft. of area. TO JOIST END NAIL ry and the roof space. �' q• 9). CATHEDRAL CEILING ASSEMBLY: Fireblocking shall be provided in wood-frame construction in the following locations. .,;• ', Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE 3 - 16d COMMON 7). Dampproof exterior of foundation with bituminous coating as required by current anchored on to o1 the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 1). In concealed spaces of stud walls and partitions, includin furred spaces, at the ceiling and floor N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over p P g p � p g ISSUE DATE along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 0. DATE the below grade portion of exterior walls prior to backfilling. 3 - 16d COMM? attached with the above requirements. TO BEAM JOIST NAIL feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in vialls constructed N DESCRIPTION using parallel rows of studs or staggered studs. 1 08.17.23 ISSUE FOR DOB FILING JOIST ON LEDGER PER TOE 2 10.05.23 REISSUE FOR DOB FILING 8). Drainage as required by current N.Y.S. Residential Construction Code. DECK, AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, FRAMING NOTES 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. drop ceilings and cove ceilings. g BAND JOIST PER END All fasteners, hanger:,and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces 1). All framing techniques and methods as prescriptive design of current SBC High Windunder stairs shall comply with current N.Y.S.YS Residential Code. Edition Wood Framing Construction Manual. BAND JOIST TO: PER TOE NAIL 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON SILL OR TOP PLATE FOOT SEE NOTE: 1 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of Girders on concrete piers shall be anchored with proper steel connectors anchored flame and products of combustion. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Douglas Fir. ROOF SHEATHING: 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. I NAIL NAIL "•;'+,''':,, 1 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted „ QTY. SPACING {, • Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. ;. otherwise. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 WFCM - SBC REVISION HISTORY: 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING Ll N G SHEATHING' Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all . • N0. DATE DESCRIPTION P4j,. •;. ; openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall JOINT DESCRIPTION openings between 4'1 and 6'0 and 2x6 wall openings between 5'il and 8'9. Provide fire Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING where needed. GYPSUM 7" O.C. EDGE +, and blocking where applicable. 5d COOLERS „ WALLBOARD 10 O.C . FIELD 6). Concrete piers shall be a minimum 6" above grade. 5) ;All flush beams/headers to be installed with hangers and d han iz du ty heavy uy galvineg :,anchoi s.where applicable to all connecting joists. WALL SHEATHING: PP 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). JOINT DESCRIPTION NAIL NAIL Doubie up floor joists under walls that run parallel to the floor joist and under bathtubs. QTY. SPACING to,have ceramic the installed shall be verified for proper load capacity unless noted STRUCTURAL AS PER TABLE 3.9 ;'�i`:;,';{ ! r,';^,:,• 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMON on plans PANELS WFCM - SBC ' 7)!Prbvide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or PLUMBING NOTES 7/16" OSB 3" O.C. EDGE other'access openings unless otherwise noted (typical). 6d COMMON DRAWING STATUS PLYWOOD 6" O.C. FIELD 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential .�,.-t` ' Construction Code. GYPSUM 7" O.C. EDGE 8' dormers'runnin u roof rafters are to be supported b double rafters on either side ' �a , �,,,� "',,''• )�'' g P PP Y 5d COOLERS 'mh:er applicable unless otherwise noted. WALLBOARD 10" O.0, FIELD DOB ID u e, NUMBER: 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ����i.,4r'L�'", if�' '',�':�,'• ;�,. ,;^ . blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 3 . If wall studs, plates or joists are cut out during installation for an plumbing related work, NAIL NAIL ;under,'ail bearing walls. ) P 1 g Y P g JOINT DESCRIPTION provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1'0), Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE k 8d COMMON 11e�ded• 1 OR LESS 12 O.C. FIELD HVAC SYSTEM NOTES - „11).',Uriless:otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety CDX'exterior sheathing grade plywood. Plywood to cover over plates and headers. NOTE: ,,y,•e; requirements. CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. "'�: :,• . 2). HVAC subcontractor is to fully coordinate all system data and requirements with the s.,�.'•;,,.;, : 4dhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed NOTES: over subfloor as per manufacture's instructions. equipment supplier. THESE NOTES ARE ONLY TO BE REFERRED TO IF TITLE 3). HVAC subcontractor to provide final system layout drawing and submit it to the General $OIL COMPACTION: i'' •,.. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and MENTIONED IN SCHEDULE NOTES ONLY. ,,• ,,, ' ,. „ Contractor and owner for final review and approval. 1).NEW FILL TO RECLEAN OF ORGANIC MATERIAL.CONTRACTOR NOTES AND NAILING ceilings and over furnace to have 5/8 thick type-x sheetrock. All other parts of building TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. to have regular 1/2" sheetrockk. All walls to be taped and finished. ELECTRICAL NOTES' 1). Nailing requirements are based on wall sheathing REMOVE AND ADD ADDITIONAL FILL AS NEEDED. SCHEDULE nailed 6" on-center at the panel edge. If wall sheathing 2 0 •,;�•',' ).COMPACTION OF NEW FILL SHALL BE AT LEAST 95/o PROCTOR 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. is nailed 3" on-center at the panel edge to obtain higher DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM shear capacities, nailing requirements for structural TESTED BSOILAT Y LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL Y A PROFFESSIONAL AGENCY FOR COMPACTION. SEAL & SIGNATURE DATE: 05/25/2023 torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, _ PROJECT NO.: INCLUDING SUBFLOOR,IS COMPLETE. ED/� 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). All electrical work to comply with 2014 NEC. ,��K Rc DRAWING BY: YDS, JB be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2). When wall sheathing is continuous over connected �P�vAANeq��j� CHK BY: JB 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 members,the tabulated number of nails shall be permitted DWG. No.: and R315 of IRC. to be reduced tot - 16d nail per foot. 307 G-002.00 s' CAD FILE NO. PAGE 2 OF 10 a , PROJECT rWNDl r . AND CONSTRUCT ON DETAL TSOUPROS RESIDENCE USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ADDRESS �',r,i•, ,I;' ,(• ,,,`,,.,,r,; f., ' , 1860 NORTH BAYVIEW ROAD EXTENSION SOUTHOLD, NY 11971 , KING STUDS ARCHITECT RAFTER , . �" r•, WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE ,��,,G.',,'r ;•. RIDGE EHo�EM�o��� ° LEDGER BATHTUB O HEADER DOUBLE JOIST SIDE ALL W 82 John Strest RAFTER Srook�yn NY 111201 JACK STUDS - TN 212 790 2685 �•r. FLOOR `USP NUMBER DESCRIPTION APPLICATION formworks-arch°oom HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZ USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT• PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 21�D. ADS5 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 RAFTER2x6-2x8 LS26 18go. SLOPE HANGERAPPLY TO EACH RAFTER LEDGE ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 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 � WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP `— CRICKET AT TOP—SIDE OF VENTILATION CHANNEL .', , RIM BOARD HIMNEY AS REQUIRED , RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN AINT VENTILATION + ' SIDEWALL FLASHING WOOD JOIST FOUNDATION - TOP PLATE BLOCKING FINISH WALL AND MOISTURE ` 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA � 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 THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— I �ONTIN. SCREENED VENT 4 — 8 LSTA24 1-1/4 x24 20ga. STRA AND JACK STUDS RESISTANT METAL MESH WITH MESH f ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD FLASHING TO FORM CHANNEL y, INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR " 8" — 14" LSTA30 1-1/4%30" 18ga. STRA AND JACK STUDS GAP TO PREVENT CAPILLARY „ „ CONNECT TO 4 — 6 RAFTER RT10 10-3 4 x 18 a TYDOWN ANCHOIREACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGS / ACTION / 9 ' INSTALL 4 0 O.C. '7�' ROOF VENTILATION OVER BEARING WALLS AND HEADERS i 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL / g EACH RAFTER 14 — 16 LSTA36 1-1 4"x36" 18 a. STRA AND JACK STUDS ' ON ALL OPENINGS / KEEP ROOFING NAILS OUT OF FLASHING ;2N;D. ,FLOOR WALL ROOFING LAPS BASE 'l.0 ;: °;,' FLASHING 4 INCHES RAFTER / \ RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, MATERIAL AS ROOFING i;�'^' •-'i`' { ;' / EXTENDS UNDER SHINGLES AT a NAILED TO SHEATHING ISSUE DATE SIDES 4 INCHES AND LAPS THROUGH VENT SHINGLES AT BASE MIN. 4 INCHES WOOD JOIST — N0. DATE DESCRIPTION 1 08.17.23 ISSUE FOR DOB FILING TOP PLATE �. .� °,,;,,, . •., ,,.. r,..', � E FOR DOB FILI G ,S :'t..�'`I `.,' '� ��I,•�''. SIDE WALL F'_ASHING GIRDER/HEADER ,{ r4•j'•1,t+' WOOD JOIST FLOOR WALL' STAPPING TO BE ATTACHED TO WALL STUDS @48 OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL F LASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND — ,'+�`''''i INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4 — 8 LSTA36 1-1/4 x36 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1 2" S°'�'•"' ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS t;'�;'''I''a � "'r''�"' '�1• • RAFTER/PLAT RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE& REDUCE BUMP OUTS 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD REVISION HISTORY., N0. DATE DESCRIPTION DBL. SILL PLATE O TERMITE SHIELD � „ • SILL GASKET / SUBFLOOR a WOOD JOISTS NEOPRENE CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE TYP; CONC. FOUNDATION C A 6 MIL. POLY - �i, BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR' GRANULAR FILL 6MIL POLY ON EXTERIOR v STEEL COLUMN 1/2 " DIA. BOLTS @ 48" o.c. STAG. ROOF JACK STEEL BEAM CONC. SLAB p ANCHOR BOLT EMBEDMENT: COMPACT FILL o ° POURED CONCRETE: 7" � 4" x 1/4" x 8" STEEL p 80 �° 'D BLOCK WALL: 15 ROOFING LAPS TOP AND BOTTOM PLATE v ° a FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o ° \ L`-,p �_ p L CONC. FTG. p /6 G o" USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1 2" GROUT ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) / p REINFORCING BAR FOUNDATION5 8" DIA. ANCHOR BOLT 3" STEEL COLUMN DRAWING STATUS DRAIN TILE ( ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) ROOFING AT BOTTOM CRAWLL PLATE TO FOUNDATIONWL SPACE OR FOUNDATION) 1 STORY 72" OC DOB ID NUMBER: TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC ',• MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC, FTG. CRAWL SPACE OR FOUNDATION) STEEL BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ;.,. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL • , .,., SLAB—ON—GRADE SUBFLOOR CONC. SLAB DOOR FRAME ' 6X6 10/10 WWM COMPACCT FILL DOORGE JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT f' 4" SLAB w ;.'; P.T. PLATE W/ 6X6 WMM SLOPE TITLE �. 0 ° ° 4"DRIVEWAY L ,p 1/2" AIR PACE 7 1 2 —®, (NWITHHAJNAILING AND SF NEEDED) CONSTRUCTION AND AT END AND '' ° 0 STRAPPING DETAILS T BE APROX. 1 2 OR HIGHER THAN ES OF WOOD � I— D, o° o , �. ° � °a D , o STEEL BEAM TO LLOW FOR SHRINKAGE GRADE a - a (PROVIDE STRAPPING TO KEEP JOISTS BEAMS _ (PRO T ALIGNED) — I-- >'�,,•'',;'i.�;,,, �; ,;t`,i�:.e ',',,,,; ;`;,, ,, I I- 11—III—III—I I e ° ° e 6X6 W,W.M. ° _i D ,p - '12 a ° I I_ r' \� `� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM —�I ° ° o ���!ili SUBFLOOR MIN. o _�'� , '+' °a 1r''•,. EINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ° REINFORCING BAR ae ° I I �, <1 ° o 'D "D° (E OIST SEAL & SIGNATURE I I—I I DATE: 05 25 2023 DRAIN„TILE �•r ►I o o° # I a _/)' a ° o ° I I PROJECT NO.: �',+, •`;';i.+':a"'. ,', ". 12 \' SHEET METAL W�THOCON BETE OR GONG BLOCK II�III—III=T-1Ile i --.4 iTc iim STEEL BEAM ©q DRAWING BY: YDS, JB a 3 PLATE (BOLTED TO BEAM) �R Rc r tyt', • ; ,, IMS TO LEVEL BEAM Hqk ti CHK BY: JB TYPI,CAL 'coNC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '� p,� Bq /J► REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM � O �` � DWG. NO.: 1 , GARAGE DOOR BLOCKOUT BEAM POCKET a G-003.00 307$4 CAD FILE NO. PAGE ,a,'� 3 OF 10 s -- -- ----- ----- ----- - ----------- --------- -.._. ....--- - - _._.. _.._...__ ---- - ------ -- -- -.... _..--. --- - - - - -- --......- ------------------------ - - ---- PROJECT J' TSOUPROS RESIDENCE UTILITY SERVICE NOTE EXCAVATION AND BACKFIL.L. ADDRESS 1. Contractor shall locate and stake out all existingUnderground unities riot 1860 NORTH BAYVIEW ROAD EXTENSION General Contractor Shall � p SOUTHOLD, NY 11971 to any excava#ion. The utilities shown on the plans are an approximate Locate&Stake Out All location only. Exist'g Utilities Priorto 2. Excavate all areas as tnlicoted in the drawings. All excavations shall be the Any s' Excavation.The Utilities minimum depths required achieving dean Undisturbed virgin sail with stable moisture content and non-shifting and non-shrinking soil characteristics. Shawn on Plan are g The Contractor shaft be responsible for notification of poor sa►1 characteristics Approximate Locations Only. to the Architect and shall not proceed with the work until receiving instructions +, from the Architect. ARCHITECT I.' 3. The Architect has prepared the drawing and specifications wRh an assumed J' �t bearing ca•:;',,' ' F1UI�5Ii�J�TIt�IY P�„/�� LEGEND g parity of 2,000# per sq ft. and an assumed soil characteristic of sand, FwMmThoY yeY Y gravel and clayey gravel (SW, SP' 5M, SC, CM and CC) sift sand, clayey sand, sit unless a sail test analysis has been preformed as per table R40t.4.1 of the STRUCTURAL PCIST 2015 international Residential Code. y•' min.(2)2x6 unless noted i 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. IFOQ r[fl weft�M8 U� P W otherwise on plans below finished grade unless noted otherwise on the plans. 82 John Street , TECO : INSTALL SIMPSON STRONG 5. Alt bodctiil shall be clean granular fill. i rooWynii NY 19 201 TIE JOIST HANGER T 212 786 2685 6. No Backrill shaft be permitted against concrete or masonry foundation wails 6��®���r��Or��o����oC�� without floor framing or proper bracing as required to prevent damage to walls. tl No Backfitl shaff be permitted within a minimum of two weeks after pouring. ford t1NV/n orks-arch.com Existing The Contractor shaft be responsible for any damage to concrete or mosony wall. ,,°tl,,t:,,,,,.; ,.,,.• ,, nil Foundation Watt On Footing ............_,...._.».»....� 7. AN grading to drain surface water away from foundation walls at a minimum , .:,;; �:" :.^�,.,,, �;;;I;.,,,r•.. at n minimum of $�slope. , „ New Foundation Wait -__....�.._._..,. On Footing wai ) ...:...,...."�,..`..- .r,,.�.....� C1.�F!'M1,II�F.. 3 to of l 0'-0" 1. Fcr�ndation walls to be a minimum 3f�10 p.s i, unless noted otherwise an pions, Lower Tap of Wall on the above soil ossumption. If other soils are encountered, lower bearing (see plan} values are to be assumed and the foundation must be redesigned. F — — — — — — — — — — — — — — — — — — — — — — — — � I .. 2. Porches, Carport slobs, exterior steps and garage floor slabs are to be a New Poured Concrete � t ( minimum 3,5tk'} p.s.i. ` Ir { Fasting 3. Concrete shall be oir-entrained. 'told air content (percent by volume of concrete) b shall not 5 more than 7X I,y�wa�,•1!I,,+�,:{' ' };,, `h.,, ,, ,t, I ( I e less than 7 or 4. The nominot maximum sloe of coarse aggregate shalt not exceed one-fifth the narrowest,distance between farms or three-fourths the dear sparing between reinforcing bars or between o bar and the side of the 'Term. ,1 77 EXISTING CRAWL SPACE I I S. Forms shall be made of wood, Steel, aluminum, plastic, a composite of cement "��,;'''„'" , Y;I' ; and foam Insulation, a composite of cement and woad +chips, o other approved material suitable for supporting and containing concrete. Forms shaft provide sufficient strength to contain concrete during the concrete placement operation. Form ties shall be steel, solid plastic, foam plastic, a composite of cement and woad chips, a composite of cement and foam plastic, or other TYPICAL. PIERS suitable material capable of resisting the form created by fluid pressure of u; I fresh concrete. y' ` 6*xg errsbeddew treated d n con crete on S'r pspoen posit base L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —� poure concrete(3,000 psi)sonatube (' 3`tallU disturbed Soil,{ f p36"} Below Piero min-of finish grad Grade. 2"sill treated To(of Piers+ae plan to be each piePush rth diameter) n �e sill plate a - - - - - - - - - - - - _ Silt Seal insulat' coated copper I termite shield To Of Wall I - - - - - - - - - - - - - -1 I i aiinwith tl I I I anchor bolts , °� � existing (see anchor bolt detail) `� E 1' I 8"thick Poured Concrete It ` EXISTING SLAB ON GRADE/ I c NEW FOUNDATION FOR I I Foundation Walt ` +� EXISTING GARAGE 1 GARAGE EXTENSION i ar i 7 erpr ofing y ' — — — I I Provide 2"x4"Ke• �, I I I � I GARAGEGOUNDATION }r I " oQ ISSUE DATE = 8"THICK(ONCRETE WALLS with#5 BARS-48"oc BOTH DIRECTIONS(TYP.) 1t2"PCemolded Filler a with(2)#5BARS AT TOP AND BOTTOM I I At Perimeter of Slab r PROVIDE A MIN.OF 2"COVER ON REBAR I I I I DOWEL-IN NEW FOUNDATION I I I NO. DATE DESCRIPTION . WALLS,FOOTINGS,&NEW SLAB INTO I 18"X 8"CONCRETE FOOTING 4 Top of$lab _ c 1 08.17.23 ISSUE FOR DOB FILING I I I EXIST.WALLS&SLAB(2'-O"OC)W/#5 with(3)#5 BARS-6"oc(long direction) I I align with =­0 2 10.05.23 REISSUE FOR DOB FILING with#5 BAFS-48"oc(short direction) CO exists Cellar Slab----+ ' to '•I i I r -1 RE BARS I FOOTING IS TO BE MIN,36"BELOW GRADE I I (see plan) Tap of Footing align with c UNEXCAVFTED GARAGE FINISH FLOOR. I I r r C existing Q 6"REINFORCED CONCRETE SLAB I j�� ♦ � I ( W6X6 W.OXW2.0 EPDXY COATED WWM Retsar '•�,! I ON VAPiJRBARRIER OVER 8'COMPACTED FILL I I * r J L — — J PROVIDE CONCRETE HARDNER FOR SLAB I I Compacted * �" = Cl+san Fill " " i COMPACT SOIL TO 95%STANDARD PROCTOR L IN 8"LAYERS WITH VIBRATORY COMPACTOR I I Typical Foundation Wall SLOPE SLAB TO GARAGE DOOR REVISION HISTORY: _J +,� , ,,i• I EXISTING CRAWL SPACE a I / N0. DATE DESCRIPTION a. 6" min. F- — — I - - - - - - - - 12 max. { t TYPICAL TYPICAL , 'p;'1a"';k;';�;;?'t• ".°',' ': ' ;,{ ,?f;, t I I I I DROP FOUNDATION OR 9'0"WIDE DOOR / SPACING CORNERS E 1 � " ^ Z O cnN � 4,.,,I r ',:� .7 Af;•rr,°•. I. I ( I 'Simpson`BPS��-3 ,,i,l, L J 5 -1 5 - 1 0 hot-dipped gaty. ,p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J L - - - - - - - - - - - - - - - I 3"sq.Washers& I�. i ,• I 4�1 End Nut Setup "li,�'!''�I'' Yf': ,i',,J'rllj•il"N. 't"'t ( J �I r. , , { 'Ili t I• ,, L_2'X10"P.T.LEDGER 2 SEE DETAIL 3/A-301 0'-2 ." treated sift plate (match existing) ( ) USE ACQ LUMBER FOR ALL FRAMING 15-0 z SIV dial.anchor bolts JEJ o U J � DRAWING STATUS 46 0 Is 0 NEW FOUNDATION FOR /e W W poured concrete a COVERED PORCH (�f z foundation wal! 41 DOB ID NUMBER: {i't,'Ie•�.;!�,,' I,:.+ 'FYI'. ,1, , I— i ill Ir''tlr I r (3)2"X10"P.T.FLUSH B M O ,. , I - I YTye. Anchor Bolt MI y'�'i,',' '' — I I 6"X6'ACQ POST ON EMBEDDED SIMPSON Not ;" � (3)2"X10"P.T.FLUSH BEAM I I POST BASE,ON 18"POURED CONCRETE -S..J (3,000 PSF)SONATUBE 18"DIA PIER ON 2'X 2'X8"FOOTING, � L_ J TO36"BELOW GRADE ON UNDISTURBED SOIL(TYP) 4 7 73 20 —0 TITLE PORCH FLOOR FRAMING ' FOUNDATION PLAN AND d 1, DETIALS SEAL & SIGNATURE DATE: 05/25/2023 PROJECT NO.: ��© A\ DRAWING BY: YDS, JB--- FOUNDATION PLAN ��� �"AN e � CHK BY: JB P ��t7 DWG, NO.: ;ate 1 /4 0 " A-100.00 30794 y� CAD FILE NO, PAGE 4 of 10 PROJECT TSOUPROS RESIDENCE ,y•�.4,.;i,l' ''. ;,'�',,'',: ,, { ADDRESSCONSTRUCTION PLAN LEGEND' 1860 NORT H BArnE� ROAD EXTENSIONNOTES souTHOLD, NY Q EXISTING COLUMN TO REMAIN tt971 I. ALL WOOD FRAMING WORK Under this Application shall EXISTING CONSTRUCTION. ALL DIMENSIONS AND FLOOR TO FLOOR HEIGHTS comply write Chapters , Floors; Chapter&, Wall Cc�rtstrvlctlon} ,+,�,,�•�",,�,, +, ,,• ;, __ TO BE VERIFIED IN FIELD Chapter 7, Wall Coverings, Chapter-S= f- I�oo Ceiling Construction &Chapter 3, Roof Assemblies of the 2020 ARCHITECT International Residential Code of New York State (IBC ,+ NEW CONSTRUCTION � 2020); ' + ; no exceptions. 2. ALL NEW WOOD SPECIES- AND -GRADE shall be Douglas Fir-Larch #2, no exceptions; see charts above for framing l�otrm�oft G°hB UT@ PH@ sizes and spacing. �3r®o�0 NY 99009 :2 John Streec T 212 7795 2685 3. ALL NEW SILL PLATES for this proposed addition shall be 6nb@brmworke-arch.com pressure treated and provided with a continuous copper formworks-arch"oom termite shied; see building sections on Drawing Z-3. 4. All NEW EXTERIOR SHEATHING for the roof shall be 3/4' thick exterior grade and the exterior sheathing for the walls shall be 1/211 exterior grade. Both the roof and wad is shall be weather protected with DUPONT TYVEK HOME WRAP or an approved alternate. '1 5. The NEW FINISHED ROOF MATERIAL shall be Asphalt Roofing Shingles, (minimum 20 yea , color style and manufacturer as selected by owner. 1 0. All NEW CONCRETE FOUNDATION WORK under this -20 Application shall comply with Chapter 4, Foundations, ndations, of the ;,;'':•' 2020 International Residential Code of New York State, (I BC 2020); no exceptions. ' , .. C-0 EXISTING EXTERIOR WALL TO BE PARTIALLY REMOVED 7. All NEW CONCRETE shall be a minimum of 3,000 psi FOR NEW ADDITION (minimum specified compressive strength) in accordance with Table 4`'02.2; no exceptions. -9„ 8. All NEW FOOTINGS shall be a rr"rindrrturrt of 811 X 160 with A+,. ;ri,i,'",' ;•� '1' { thTree #5 re-bars, continuous, lapped length cort , and fled for the f the new n dance With Section R403 h n footin s and d actor , NEW(6)2"X4"POST Footings and Table 403.1; no exceptions" EXISTING BEDOON EXISTING BEDOOM EXISTING KITCHEN ; 0. All NEW CONCRETE FOLJ N QATION WALLS shall be a "' thick, minimum of 3,000 psd compressive minimum �f � ,i ,;� ,, ;; „ '{ g strength and in accordance with Section R404, Foundation & Retaining Walls' ti I uj w A a exceptions. f!,y,�"�;iSj;,;;I;, ,?R, Y E(NOT H5TING GARAGE �10. II NEW CON ,�; "� 'r' � NOT HEATED WALLS shall ISSUE DATE ;:'� ' .�.; � d A CONCRETE FOUNDATION W L minimum of 8 thick minimum 0. DATE DESCRIPTION WALLTY6"O h G st th a I 2 10.05.23 2"xa"@ 1s°o.c + 11'1 m m of �, psi compressive 1 08.17.23 ISSUE FOR DOB FILING ,1r 5/8"ZIP PANEL SHEATHING nen� nd n accordat'lce Wlth :iectiorT R4t�4 Foundation & REISSUE FOR DOB FILING SIDING TO MATCH EXISTING RetainingWalls; no exceptions, ' "t + 2 X 12 @ 16"O.C. GWB AT INTERIORs �';+'"',• •1 NEW(3)14"LVL WITH(2)3/8"STEEL PLATES EXISTING RESIDENCE — — —�— — — �;,;;:; '', d N rt-t. FOUNDATION WATERPROOFING OF NEW CONCRETE FOUNDATION WALLS shall be�'�+• `''�'' ' � ''' EXISTING COLUMN TO BE REMAIN �EXISTING COLUMN TO BE REMOVED one layer of rigid Insulation PROPOSED GARAGE ADDITION 2 with a layer of bituminous coating in accordance with Section (NOT HEATED) R406, Foundation Waterproofing; no exceptions" A-20 NEW(6)2"X4"POST CONSTRU T I REVISION HISTORY:CON NOTES IN0. DATE DESCRIPTION NEW(2)13/4"X117/8"LVLHEADER 1. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH - - -- -- - THE EXISTING CONDITIONS, SITE, DELIVERY ACCESS, & 9'-OYz" 1'-5" ADJACENT PROPERTIES PRIOR TO BIDDING. 2. ALL DIMENSIONS SHOWN ON PLANS REQUIRE FIELD NEwGARAGEDooR VERIFICATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPORT ANY STRUCTURAL DEFECTS OR DEVIATIONS FROM THE CONTRACT 10 DOCUMENTS TO THE ARCHITECT. n 1"15'_ � PROPOSED COVERED f ORCH I I 0 1 ' 3. COORDINATION OF DRAWINGS/ FIELD CONDITIONS DRAWING STATUS X U I I -30 SHALL BE VETTED AND VERIFIED IN TERMS OF ESTABLISHING CLEAR INSIDE WIDTH DIMENSIONS AND EXISTING OPENINGS. Doh ID NUMBER: V L — — — — — — — —(3)2710"LOW BEAM — — — 2 (3)2^x1o°LowaEAM — — — REMOVE EXISTING 4. IF ANY UNCOVERED PORTIONS OF THE BUILDING ARE -20 — — — — — — PORCH AND STEPS DEEMED UNSAFE OR IN DIRECT CONFLICT WITH NEW 6"X6"P.T.POST(TYP.) - - - - - - - - - DRAWING INFORMATION, CONTRACTOR TO SEEK 5/4"X4"MAHOGANY DECKING WITH STAINLESS STEEL HIDDEN DIRECTION PRIOR TO ADVANCING CONSTRUCTION- FASTENERS :r":.�',.i, ', '• '';;' Y,', NEW WOOD STEPS DOOR TO GRADE 5. ASSURE FULL MECHANICAL COORDINATION WITH EXISTING CONDITIONS & DRAWINGS, . { - - ARCHITECTURAL `.;;;'I '+:'. u 2'-2vz" z'-1o" 2'-10' 2 2Y2" 6. ALL GWB WALL TO BE FINISHED TO LEVEL 4 AND 1'{�I:;'� ' ' ,' ',,< ; ;,,;`;'°`r,;,•P { 20'-0" TITLE PAINTED WHITE U.O.N. FIRST FLOOR PLAN R AND CLEAN ON A 7. THE SITE MUST BE LEFT SECURED A-20 DAILY BASIS 8. PROTECT EXISTING STRUCTURE TO REMAIN FROM SEAL & SIGNATURE DATE: 05/25/2023 '��t`r POTENTIAL DAMAGE. PROJECT DRAWING BY: YDS JB -[HAN 6 K. � CHK BY: JB FIRSTPLAN ;-1 DWG, NO.: 1 /4(prr )) 7 7� 30794 ,�o� A-101 .00 N CAD FILE NO, PAGE I, ` J , i 1 PROJECT TSOUPROS RESIDENCE DOOR SCHEDULE ADDRESS 1860 NORTH BAYVIEW ROAD EXTENSION SOUTHOLD, NY 11971 DOOR ROOM/ NOMINAL DOOR DOOR FRAME FRAME JAMB HEAD SILL HARDWARE FIRE REMARKS NUMBER SPACE SIZE MATERIAL TYPE MATERIAL TYPE DETAIL DETAIL DETAIL SET RATING l GROUND FLOOR ARCHITECT 100 EXISTING BEDROOM 6'-0"X 6'-11 1 WD&GL I - I WD I ANDERSON 400 SERIES FWG60611 ' EXISTING DECK FENESTRATION REQUIREMENTS 82 John Mrsat Brooklyn, NY 11201 PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 8 �12 795 2S85 COMPONENT VALUE CITATION (PER 2020 NYSEGGG) COMPLIES �V�f® lOoQOt�ilwor�{s-�1[PC�I�oc®P5B 'ii, ,4 J•,',l.rl�',.f„rc L,I m" '.�t•I+4' ; i�. ,y�' ,' I�i(I'ir'I•;II� lr itl'i Y',4 r,�,l 1 �� I I oII II II IIVV'©9 e-C46U`loll lle c®m '+i4 I' �w, r. ., I a ' i''"¢'r'';•� I U-VALUE = 0.2s ,rlra'y''„I°;+'I:,"„',''„'•,?,' "'' ?�'il;t,':` FENESTRATION U—VALUE i� ',.r ,;y,• I AIR LEAKAGE = 0.30 GFM/5F MAX.AIR LEAKAGE = 0.30 GFM/SF YES 1 I 1 y I u ,1 PER R402.4.3 8 TABLE R402.14 —CLIMATE ZONE 4 It COMPLIANCE STATEMENT: TO THE BE5T OF MY iGNOWLEDOE,BELIEF,AND FROFE55IONAL JUDGMENT,THE5E FLAN5 AND 5FEGIFIGATION5 ARE IN I I COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION GON5TRUGTION CODE U51NO CHAPTER 4[ ]. ` 1.v r I c fi I;. I'1; .+• I , , r y. 1 +l�lnl'4.pia•i ,, •.,. 7 ','r ` ( ... ..i, .. ' I i ; I I 1 r I 1 • , II , i � I ROOF NEW OBI, , r 1, r , I . ' I I I t I I , I , : ! , I I � • I i ! I• , , 7 j NEW GUTTER TO MATCH EXISTING. SLOPE TO RELOCATED DOWNSPOUT '•y' ' NEW SLIDING DOORS NEW ADDITION ROOFINIG ' EPDM ON ON 314"T&G SHEATHING ROOF SLOPED 114"PER FOOT ISSUE DATE EXISTING BATHROOM "i EXISTING DATHKOOM No. DATE DESCRIPTION EXISTING HALLWAY 1 08,17.23 ISSUE FOR DOB FILI G 1X6 HARDWOOD DECKING TO N TAPERED P.T.RUNNERS 2 10.05.23 REISSUE FOR DOB FILING C = PROPOSED DECK N EXISTING BEDROOM EXISTIN G BEDROOM , NEW 36"HIGH RAILING @ { r i PERIMETER OF NEW ADDITION JEX :,,•v'�.,,".,?i;.,rI; ;'s,''•,''',f,rrIfII�r,, ''''_1•.•, ,rrI ! rI 1( : I _ Ii 1I� iII,I I( (I I RSEESMSE NT {N.....1.I�,........ I(.. .. .1r...I1I , wJ /I REVISIO N o�HISTOF�0R Y7 : R OPENINGOPEN TO BELOW <aa NO. DATE 9.fi4g DESC RIPTION DRAWING STATUS DOB ID NUMBER: TITLE FOUNDATION PLAN SEAL & SIGNATURE DATE : 05/25/2 0 23 PROJECT NO.: AAC DRAWING BY: YDS, JB �NAN PyCHKBY: JBSECOND FLOOR PLAN DW NO.: LE x 1 /4 0) A-102.00 CAD FILE NO. PAGE IL 6 OF 10 CO 'IT''4,1'i I ta.,i,'',' ,, 0-1,"II,:ji fir'., ;,,i, `,t - _ _ _ _ _ - _ — - .- - - .___- - -_---_ h'�i i 41r I^�:, 'f ,•r,`r 1 r`I i j 1 ,, - _ II I Ii I".{,r:1',):, t' ''r,,•.,;, 't� .';,',,, 'y . b' 1�f Y�t�'1I IrV I1, t ,,��Y,, ,, ,t V i PROJECT ,I41 ,.,., ,, 1,,+ I' , TSOUPROS RESIDENCE '`�' '4.'"F,ll1,, I'','r nr;',iv '1',1.I'1'r�:' I 7 ADDRESS 1860 NORTH BAYVIEW ROAD EXTENSION II,'r,C v.I s..I , ,: '1.� c' ,,11 I; 11 ',• �, ; souTHoLD, NY 11971 I' r ! �iiI .tl,t1. I II. I . ,� .� , . I,1 I 1,. 1 ,I, a ',• "i ; ,•. ARCHITECT 4'• . ' , ',''"I,.', , : Fumm(w[ko i.I Cho mgffl�o Amh2wUm PH@ ' ,' . ,,'1,i , , EXISTING DECK 82 John Street ' � �3rooklyn, NY �I 1201 : formworks-aroh000m . ' .I . , J . ' ' I �' ,. ,r : ',.r _ '' .. ... .. .... .,_..r ., r j� '' . ' I ,I ' ( I { 1 I ' I I II i '' .... ,y: - ( I I , , ,. I j ' LI i LI . , •; I I „i , I I 1 I i I '' ' I — : : . i ' , i � ---- --- a, y, ' I l: I . I l 1, : ,: L. i - L . I ( I :� I ' I I I ,.i ` 'I ; ,, I' , ,.,Ili '' , . ... .. (.., i I I I1ry 'I _i.. i i•,tl . '. r.,9,''"," ! I L..... l{ :•�I I,, � :'„ ' (i 1 I : t '`,,',' : 1 f II,�,.,,..,' lI t}1t.i,�l", 1`I I i III/ , f t, r 1 41 1, t1 hr,4 " I i I ,,,' ;,' tI . .Ll -:e"'','I:l',i•,:`,p:'.;'r:`. ',;'',.'. .V ! I I I I --. i.. ! I..._. ..... .. ( 11� I cy ' , i : I I L: ; I , . ( I A I It,q,1 I I ,,r r ,, : i .i (' I .: r ,.:I ., r ,yi 1�:, . „ I 1 fd L_. 1 I I I I I I j Rrl i 1 I v'!t ( ( ( I jY11,I:l 1. i��1 l.i�, lht' '1,.';J'll';sl�`I•�„'y..� ,, .; ., i I .I ))V iI, 1 X:,�'„I"l i�11' '.,,:' fln��„ .'I' ... ... I' . .I .. I I .. ,r tir:i ,t 4,'IPe,:'q:'. f' 1 : r. I I >r :,:'. I l . I . ... Y ,'1 4.. :1 , I,;M I: ,J 1. 1 I 1 I •1 11 ,t .' r' ' ' , ,. I .. I .,�,r..:, .1 :�: I4 4 r, �',4.., :: 1 ` .i nt 1„ rl , I ... I.',,� ,. i , i ( I I i j J : ' ) i i ',9,�r'.1.rr .o) I.,�".,'!.,,..,,n'I::,�1.II, v �I'. 1 Y , ...I.:a I It1 r .,.,' t, • I I • .. 1 .. .. .... r,'4.,....1..' ' . 1. I I I i ; � � ,, ,j �, ,, ,. `, I I I i { 1 ,.,',• ..,. ... . "1 i I 1 ( I ] I ,•• t{ - 4 i n : . 'Y' ,kI 'a'J ' 'o 't�.r" ', i 1;�41 1'':',I i I ISSUE DATE, : , I, I I ' TE : i. .., „: I I' I I I I '�, i I I ' I 1.I' I 1 :+ I I C ( N0, DATE DESCRIPTION �, .4 „f'" : I. 11 I � �':,'; 11 ., 1 08,17.23 ISSUE FOR DOB FILING I i I'�' I I I L ...I. _ ( .. I ( 2 10.05.23 REISSUE FOR DOB FILING I 1 . ,' ' _ I i i I , I J i s,+ , . i 1 ,,. 1 I l.. I , I I I � ' I .:. , 1 I I I i . , L I : , '.;y ...' , ; , I I. , ..I . . ..... , I, l.. I , , I i .. . ...,. ... I, , : � ' 'I I I 1 . . , .1 I . . I , 1 I i I i I I I f I I I i a I _ I t .. I I : { : , , . i I . ' I a I I, I , . , �''. I i i. .. l I I I I I 1 , I . I. I I I _I I I I I (. i i Ll I I I I ' I l I : . 1 i I j .. I L i I.. .)... : I I ii . i I I I I. I. j X1 ER .. . I. I I i ( (2 2 ONEAD . i ... I ! I , { ( .. . (. : - i i. ..... , I I I I i _....L. . _.. . ! i I ( 1 REV I HISTORY. N . I { _ L.L ( I I, 1. IS O . I . . .. I , I I I 1 I I I 4 I I ' . .. t .... .. ....._ t .. _.I...'... . I DATE DESCRIP110N i ; ! 1 1 i I i i 1 l . I...i i , .. I .....' :..I..: I .. i I ,. I I I I I I ! �� I i I I 1 I I I J� I I .I _ I I I Ise RS. f I i ]. : I. I ' �°' ', I i ��5 I . I : Y Oe� ° I ; I +� e . . i. . ( I I I . . I �o I j i,',, , I , - I I I o I I. I I L.. r i I i . I (.„ „ I I �. I I I I I 1 I '.i. I t 12 12 . , . • , i I , , . I.I I I r .I" I : � I i I I i� ,.:'., 1' , I I I 8.5 85 . , i , 2 r i I I. ....... I Z ....4.... ...,+ ."," � � L. f 1; :, WIL I �.... x II,�r I,I ' I ,' J N — I1O rIJ;,i',,'A.; ,', T - O ` V I 'i-v I I DRAWING STATUS II l(''I;, ,," 2X8 RR @ 16" I 2X8 RR @ 16" i" . , ', �`"; DOB ID NUMBER: t'!"jlr'., , 1 ,,r,l! 1� ,:r, 1, 'I'� ',,." ',I! '' •hi ,. ,,, I 2X10H ADER 1 t " o ; r�111y4"'��,: !'f ,....-': ,,,1.,,4''.,I'.I, V f ", , NEW ADDITION ROOFING TO MATCH It, ;'r.l f I EXISTING 1,14 1,lr 1, 'r I 'i A r',:.fll yi, : � 20e_Or, l,'4 f I{ L '. ' '.r'. 111 1' ^II I'4,�I'7 f 'r e , ., I' i'`i r�} J , TITLE ✓,',1'�9'�`e.!I'1?'i'alp''' .n ',f',:"a r,f`, l•''I 1,t U 1' ' i t 31 •:I , 1 rI�V '!"' 4i It J y ' k" I I,�,( , .,,r ROOF PLAN I�"i 1 t'' ;,j.a'1 " ''';,'•" a IV i" q:lyiit�''://;�yla�f y ;'�, +I�'1�,�. ',T,� '`''I p41�Ir::1�4'j 111"" 11 " ''r;', ,f l`i -'[ "1''�t ' ', ' ' I �`' ;II SEAL & SIGNATURE DATE: 05/25/2023 �'"Id i PROJECT NO.: i9y 1. 1 �F�ED ARC DRAWING BY: YDS, JB 1f �. � _ O�P(HAN 4�,/11" CHK BY: JB CONSTRUCTION PLAN s 44 ,, � ( �\ DWG. NO.: " (:: 1 /4 11= 1 - 0 N 3 4 A-103.00 ' 4'' 0�9 4 ,i ''' r - �E CAD FILE N0. PAGE , j j 7 of 10 ,' ' Y , • . PROJECT TSOUPROS RESIDENCE ADDRESS 1860 NORTH BAYVIEW ROAD EXTENSION SOUTHOLD, NY 11971 ARCHITECT a I� �, 4 11.,r r I, I`,`{'I., ,.1",, rl IY:,V.l•,,';'I'.. ' OIJ LJ LJ IJ LJ lJ Ou T.O. ROOF +25'-4" 82a1��®❑�`�Iln t�Street 4 y Ill if u II CS©� CSIUJ8c�I GCS Ow r ' ,,ti n'Ga"�.,;�'�4''� " „ 'a:•,,,;�',, " ,.��,"y. r6,2ND FL - FIN CLING Y:�++'�I4'!'J�"'II'''r'1 yf''�I°'�' ..',a ill,'�:'•I' �,, I' �' j I � I 1 I f, NEW COVERED PORCH ' ROOFING TO MATCH EXISTING ON ON 1/2 - ASPHALT SHINGLES `5t1'I'I,. j O.S.B.DECKING ( . _ ._. I ND l "RAILING W ITH �. , I I I .. E ' I I S "� 5"OCOSTSA I 2ND FL - FIN FL ( I I `I'I y' L �..--�. t NEW A �At� FA� IA �ti.�.�. Y' ' ALIGN NEW 6X WOOD FASCIA I { N W CE A ' HHAAK T MA Ch IS NG IL NEW 6X6 P.T.WOOD _ .._ ( _.' POSTS,TYP, LEW ( I NEW 1X8 SKIRT BOARD I `1 1 L--�--' ` - - � -- Y - - �-_ ' 1ST FL - FIN FL NEW WOOD STEPS TO GRADE GRADE EL: 0'-0" t ' ISSUE DATE.- No. DATE DESCRIPTION » > » 1 08.17.23 ISSUE FOR DOB FILING 1 /4 = 1 -0 2 10.05.23 REISSUE FOR DOB FILING �,'11rT•1''I i i III,1• '''•,"•d,. '1:' "'I'I. ;� , Jn I' I 4 i r .. a.,l, •, ;, r:.,. •I • ,: I I f I , _ .. . �:: . ..... . NO DATE DESCRIPTION_ , 1 �1 11 , � I r I I I I I , 1y�1 I,,,1'„ .1 I, r,. `.I;t '• ( � i 1 I I I � I. i I I ( _ i I (� �.m. I I f >�, I n' i ',I•',¢ ;• , r ... I r i I I I I 1 I I I I I I � NEW COVERED PARCH k OOFING TO MATCH Ek1STING } I ( AS PHALT SHINGLES ON ON 112"' I r , I 1__.Ij........ [ I . 5.6.DECK INGI . ( \ (. I�_. �. ..... ..._I,...... r..i. ta , •1 ( .... I .. ... f I I I I Y ; �.. EX15IfING COVERED PORCH TO , I / ' . I ,.�_,.... �........... ' . I ........ i ..i..,..:....,..i... . 't'li�I •,,, ., ., ,r BE REMOVED NEW 36"RAILING I DRAWING STATUS 1i ! ILA i .I:.. �. I. i i (:. �. 1. l I EL. +12-4 I i I I I I r r DOB ID UMBER "L. .:. .. I ' 2ND FL FIN FL . . I . . i._ I I I I..' I . , I NEW EAVE AND FASCIA I I i I I TO MATCH EXISTING Y NEW 6X WOOD FASCIA I . � 1 I L..j. NEW CEDAR SHAKE TO I ( r ' D MATCH EXISTING NEW fiX6 P.T.WO , i r POST ,TYP. I I I I . I r i 1 r II li I. i NEW 1X8 SKIRT 66ARD • I i I ( I . I f I 1ST FL - FIN FL t' f i . � N a' ( ] ......L.,._.i.-.......L,- .. L...... I I ) ) EL: 3-1/2 TITLE NEW WOOD STEPS T G�IJE O : I I I , GRADE BUILDING ELEVATIONS '• i'',,'' EL: 0'-0" SEAL 8c SIGNATURE DATA:_ 05/25/2023 �I PROJECT NO,: NORTH ELEVATION (FRON (NANDRAWING BY: YDS JB T •�'4',. 'p�P 'qf�9 �� CHK BY: JB DWG. NO.: 1 /4 307991 �OQ A 2 01 0 0 I ' dIY �t1 Irlad y'` '''1, n• ,' �O1' CAD FILE NO, PAGE Y 4 (I 1 r 8 OF 10 I ' AV 1 - I : ql�y i ! F --— ---- --------- --- ---- ---- ------- --- — —— ------ — —-- --------- --- ---- -------------------------- --— — -- — -- ---.._. .-- ----- ----- ------ — --------— -------- -------- PROJECT TSOUPROS RESIDENCE ADDRESS 1860 NORTH BAWEW ROAD EXTENSION I •'i '; SOUTHOLD, NY 11971 ARCHITECT T.O. R00 I�OO P[�C1M00�QG�GiJB ! : EL: +25'-4 CU1G p[I�C� , 62 John StrsM NY 11201 I . .. BrooMyn, 685 I e I II ..i ' ' 1 ,�.. ... {. :. ....:. 2ND FL FIN CLNGAII r :y, EL +20—211 i, NEW COVERED PORCH ROOFING TO MATCH EXISTING ASPHALT SHINGLES ON ON 1/2" O.S.B.DECKING I,�'{' ,', ,.•', L_ �_� I 2ND FL — FIN FL j Vr',,•` i.1 ,:.' �_ EL: +12'-4 Ll �'➢dyA;4 ';4';' .')'' '. " ,,,',, I NEW 6X WOOD FASCIA NEW6X6 WOOD SUPPORT r —— -- ---Y..--- �{�, POSTSTYP. f}Yi Y 11�4 I rl e y .,i NEW 1X8 SKIRT BOARD �I� 41111 ' r 41 '� ,• ' � 1ST FL — IN EL:F3'-1�2 NEW WOOD STEPS TO GRADE GRADE EL: 0'-0" ISSUE DATE- EAST ELEVATION (SIDE y I• N0. DATE DESCRIPTION 1 / �� > » 1 08.17.23 ISSUE FOR DOB FILING 4 = 1 — 0 2 10.05.23 REISSUE FOR DOB FILING T.O. ROOF L: +25'-4" REVISION HISTORY: NO. DATE DESCRIPTION • I ) I „ I rj2ND FL — FIN CL G ,...I, ' : - { I i r , : I. I 1 I I : : 11 l • I r I I I I : NEW 42"GUARDRAIL DRAWING STATUS • r a s� 2ND FL — FIN FL : I , : EL. +12—4: { I r ! DOBID NUMBER: •`. NEW EAVE AND FASCIA I � � i, TO MATCH EXISTINGIT 'r'':r,i:''' I NEW CEDAR SHAKE TO I f --� �-� _ I MATCH EXISTING 3 P' p "vi 1ST FL — FIN FL I t 1 ^fii4, EL: 3'-1/2" �. L'• �,'•.,"J i'f��'t 9! ti'''•d,, r ;.r,,:, ! �_ - - �._. - -�_ I j- UWX—lTITLE . } `. GRADE BUILDING ELEVATIONS EL: 0'-0" l Y NEW ` EXISTING S Ali ,la ADDITION SEAL & SIGNATURE DATE: 05/25/2023 PROJECT NO,: DRAWING BY: YIDS, JB SOUTH ELEVATION (BACK) pLED ARC, CHK BY: JB 1 ' > 5. KHAN e y�j► DWG. NO.: !' 1 4 = 1 — 0» o�P A-202.00 : 3 9b- �� CAD FILE N7 PAGE �O 9 OF 10 t,;' „ PROJECT y 4 TSOUPHOS RESIDENCE ADDRESS House Air Barrier 1860 NORTH BAYVIE�y ROAD EXTENSION House Exterior SOUTHOLD NY 11971 Watt House Siding V. t.ap Air Barrier over Metal Cap Flashing 11 '.- " &,Install Ice Water Shield ✓ i undertayment over Plywood ARCHITECT Its a t I t l e` f' g p foundation t0 QY$ria Ontoi House�`utaflOOr Y 1 "above decking l foundation waft and terminate EMBEDDED SIMPSON POST 'y BASE PB44 r L 'I install Metal Cap �rl 82 John",1'Y'1 k'•I� (',I;.I ' I ! p �fkPo@t r selected Existing Rim Joist o 9 9 RrooWyn MY 11201 Deckin tote Flashing over Nailer o y = formwork s-ar0h.00m I,f, .. '�( {',' 1 • • Q WITH(3)#4 REBAR PIER EBARETE .�. 1/2"diax 4"tag Screws at 151oc to be hot-dipped gaty. Q E tt ;}t, ,,{: �''''r•' W Hot-Dipped GalvenFzed Hangers at each deck joist 2"x8"Pressure Treated Ledger _J LLIm Q C7 O w fl O t7 Q 'I' Q O a wng l LFou Wall t ".' 2'X 2'X 8"FOOTING ON 'SFmpson'DTT1Z(910 lb)deck tens'forl , Shoot pressure treated UNDISTURBED SOIL p p �] tie hold down device with a min.75D tb j. sheathing onto foundation wall capacity at 4 locations,evenly distribute 112"diax 4"masonry Lag Screws at to align with existing sheathing • . • along deck and one within 24"of each 15"oc to be hot-dipped gaty •' end of the ledger.Hold-down devices + , ist speshaicificationswit age(8)14dx1�10 nails, n+ on wide face of deck joist,Secure tie to to sill plate with 3t8"dia SDWH timber hex HDG screw as per'simpson'specifications { PORCH FOUNDATION TYP LEDGER DETAIL ;tl 1 — 1 — 0 N .T. S. i•! 4X4 MAHOGANY POSTS BEYOND BOLTED TO RUNNERS ISSUE DATE-- NO. r, : ' •,r I ( I I DATE DESCRIPTION 1X6 HARDWOOD DECKING ON I I I 1X6 HARDWOOD DECKING ON I I I 1 08.17.23 ISSUE FOR DOB FILING TAPERED P.T.RUNNERS ON EPD%1 TAPERED P,T,RUNNERS ON EPDM 2 10.05.23 REISSUE FOR DOB FILING , OVER 3/4"T&G SHEATHING I OVER 3/4"T&G SHEATHING ON 2X12 JOISTS _ •.,;�.' ; 2N D FL FIN FL ON 2X12 JOISTS FASCIA TO MATCH EXISTrNG Y,.,i, ��, I.,'�J ,'DL •r:'.1� 1. '•f i I fl i` 1i, � i tit, .4.,°,i � r. 'rl^l t, !, ,,�,• I ?',I NEW CEDAR SHAKE SIDING ON 5/8""ZIP i i�t`J'� �'i�O,1 ,! „ ,�+',•. 't I'I, .. SHEATHING(OR EQUAL)ON o4C @TMP" REVISIONHISTORY; NO. DATE DESCRIPTION WALL TYPE A 2"X4"@16"O,C 518"ZIP PANEL SHEATHING ,,, :;� r,'1�,,�q"•: ,.�•'�',, .. SIDING TO MATCH EXISTING h GWB AT INTERIOR HEADER PER PLAN WALL TYPE A 2"X4"@ 16"O.0 518"ZIP PANEL SHEATHING MATCH EXISTING GWBATM INTERIOR 'EXISTING GARAGE PROPOSED GARAGE ADDITION PROPOSED GARAGE ADDITION (UNHEATED) (UNHEATED) (UNHEATED) REUSE EXISTING GARAGE DOOR DRAWING STATUS ! TREATED 2X8 SILLL PLATE WITH 1/2"DIA, TREATED 2X8 SILLL PLATE WITH 1/2"DIA, DOB ID NUMBER: GALV.BOLTS @24"OC SET IN EPDXY WITH 3 X3"PLATE SIN ECURING WITH 3"X3"PLATE WASHERS SECURING SILL PLATE TO FOUNDATION,SECURING SILL PLATE TO FOUNDATION,TYP. TOP OF CONCRETE ELEVA TOP OF CONCRETE ELEVATION TO MATCH T.O.EXISTING TO MATCH T.0 EXISTING CMU 12 REINFORCING RODS ' DOWEL-IN NEW SLAB TO EXISTING 1z"ocEACH WAY FOUNDATION W.#5 REBARS AT 24"oc GRADE ° EL: 0,_0„ a a a Q a ° a GARAGE FOUNDATION UNEXCAVATED-COMPACTED RCA d 8"THINK CONCRETE WALLS GARAGE FINISH FLOOR o GARAGE FOUNDATION UNEXCAVATED-COMPACTED RCA '.•� .'; with#5 BARS-48"oc(BOTH DIRECTIONS-TYP) 6"REINFORCED CONCRETE SLAB W/ v o 8"THINK CONCRETE WALLS GARAGE FINISH FLOOR: with(2)#5 BARS AT TOP AND BOTTOM 6X6 W2.OXW2.0 EXPDXY COATED WWM 5" z 5" with#5 BARS-48"oc(BOTH DIRECTIONS-TYP) 6"REINFORCED CONCRETE SLAB W/ e PROVIDE MINIMUM OF 2"CONCRETE COVER ON REBAR ON VAPOR BARRIER OVER COMPACTED `J with(2)#5 BARS AT TOP AND BOTTOM 6X6 W2.OXW2.0 EXPDXY COATED WWM FILL PROVIDE MINIMUM OF 2"CONCRETE COVER ON REBAR ON VAPOR BARRIER OVER COMPACTED 18'X 8 CONCRETE FOOTING FILL with(3)"#5 BARS-6"oc(long direction) 2"—, ) 2" 2"' 2' 18"X 8"CONCRETE FOOTING 2 2 TITLE i' , 2i ' with#5 BARS-48"oc(short direction) with(3)#5 BARS-6'oc(long direction) q BUILDING SECTIONS with#5 BARS-48"oc(short direction) ENSURE A MINIMUM OF 3,000 PSF SOIL BEARING CAPACITY ENSURE A MINIMUM OF 3,00 PSF SOIL BEARING CAPACITY ��� �f SEAL & SIGNATURE DATE: 05/25/2023 "Old _ PROJECT NO,: -}� BUILDING SECTION E-W BUILDING SECTION N -S �EDARc DRAWING BY: YDS, JB yY ' ; ; F,,' • �p�HANeq,�y�j� CHK BY: ICI � 9 JB � » rt, 1 /2 = 1 —0 1 /2 = 1 — 0 �I't , , I dr r rr 1 t • 3079aA-301 .00 CAD FILE N0. 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