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Home My WebLink About46089-Z �o�Og1IFFOL�-�oG Town of Southold 11/29/2022 o P.O.Box 1179 o _ 1 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43629 Date: 11/29/2022 THIS CERTIFIES that the building ALTERATION Location of Property: 8745 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-9=77 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/24/2021 pursuant to which Building Permit No. 46089 dated .4/15/2021 was issued, and conforms to all of the.requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior alterations to existing_sin single-family dwelling as applied for. The certificate is issued to Hanan,Paul&Amy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46089 9/28/2022 PLUMBERS CERTIFICATION DATED 5/11/2022 a Hanan uth i ed ignature o�SUg�e TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE �y • SOUTHOLD, NY 0 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#: 46089 Date: 4/15/2021 Permission is hereby granted to: Hanan, Paul 1046A Layfayette Ave Brooklyn, NY 11221 To: construct interior alterations to existing single-family dwelling as applied for. At premises located at: 8745 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-9-77 Pursuant to application dated 3/24/2021 and approved by the Building Inspector. To expire on 10/15/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $280.00 CO-ALTERATION TO DWELLING $50.00 Total: $330.00 Building Inspector pf SOUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q 'O • ao sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Hanan Address: 95 Victoria Dr city:Southold st: NY zip: 11971 Building Permit#: 46089 Section: 78 Block: 9 Lot: 77 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Ceiling Fan Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED Exit Fixtures Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " Bath, smokes and Mini Split Inspector Signature: 46 Date: September 28, 2022 S.Devlin-Cert Electrical Compliance Form 'telephone(631)765-1802 Town Hall Annex 2 Fax(631)765-9502 54375 Main Road P.O.Box 1179 G` Southold,NY 11971-0959O �,p� ' BUILDING DEPARTMENT TOWN OF SOUMOI-D CERTIFICATION Data: BuildingPermitNo._ kQ Owner: (Please print) Plumber. - (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. (Plumbers Signature) Sworn to before me this Tii0NIA3SUL11\SAN 2022- NWatYPublic,StateO 8WYnrk day Of f�l0.piSU628739D Qual iis�in Sc+Holk CounbJ MY Comm ssloa Expires OS11312Q23 Notary Public,' ��'( =00uaty- 6 00sl ho�aOF SOUI�o� * # TOWN OF SOUTHOLD-BUILDING DEPT. °ycou765-1802 INSPEC JON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OE SOGTyo6 . # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROH PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ]' RENTAL MARKS DI &Wi^ L -C� vLttA veA-,, DVS C — s� w✓ _ I � C c PcL.Q� l DATE 'Y'� INSPECTOR ho�aOF SOUIyO� i TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P [ ] FOUNDATION 2NDI[ ] SU C ULKING [ ] FRAMING /STRAPPING [ FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ^ [ ] PRE C/O [ ] RENTAL REMARKS: \�`'L�C� �1 t �► t, DATE �l Y v INSPECTOR OF SOUTyo� I l V I C�r�q Tr — * * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S' �.b ti c L MlAd DATE ht Z INSPECTOR T. FIELD.'INSPECTION REPORT 'DATE CONIlVIO NS FOUNDATION(IST) —y1 ------------------------- . - FOUNIDATION(2ND) o Lh RQUGH FRAMING:& PLUMBING: t INSULATION.PER N.Y. y STATE ENERGY CODE • ��* A L n t th! { c C 1 FINAL : ADDITIONAL COMMENTS •' N o tc ass- o it Zal 22 ! �.� m , ® b • z IN yW 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 (56th6lde6WnlW g( Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: .... MAR 2 4 .. 2021 1 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:3/12/2021 OWWRIS)OF PROPERTY: Name: Paul Hanan SCTM# 1000- 078.00-09.00-077.000 Project Address: 95 Victoria Drive, Southold, NY 11971 Phone#: 516-818-5895 Email: paulhanan@gmail.com Mailing Address: 1046A Lafayette Ave, Brooklyn, NY 11221 CONTACT PERSON: Name:Erik A. Bjorenby,R.A. Mailing Address: 4250 Veterans Highway,Ste.2040W, Holbrook, NY 11741 Phone#: 631-319-1047 Email: office@eabarchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Erik A.l3jorenby,R.A. Mailing Address: 4250 Veterans Highway,Ste.2040W, Holbrook, NY 11741 Phone#: 631-319-1047 office@eabarchitecture.com CONTRACTOR INFORMATION: Name:Island Construction Group Mailing Address: 126 Lincoln Road, Medford, NY 11763 Phone#: 516-642-1984 Email: george@islandcgny.com DESCRIPTION OF PROPOSED CONSTRUCTION EINewStructure DAddition OAlteration EIRepair []Demolition Estimated Cost of Project: F-1Other $40,000.00 Will the lot be re-graded? 11Yes 2No Will excess fill be removed from premises? E]Yes 2No PROPERTY INFORMATION Existing use of property: One-Family Residence Intended use of property: One-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 ONO IF YES, PROVIDE A COPY. 42 Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPUCATION 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 taws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code andregulations and to admit authorized inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York state Penal law. Application Submitted By(print name): Erik A.Bjorenby,R.A. QAuthorized Agent ❑Owner Signature of Applicant: Date: .STATE OF NEW YORK) n SSS: COUNTY OF Erik A. Bjorenby, R.A. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 _day of t'l Val 20 21 jw"40_ Notary Pu is FNOTARY HIA L INGRASELINO BLIC,STATE OF NEW YORKPROPERTY OWNER AUTHORIZAT.16 I-' ation No.01IN6331886fied in Suffolk county (Where the applicant is not the owner) �pires 10119/20a� I, Paul Hanan residing at 1046A Lafayette Ave, Brooklyn, NY 11221 do hereby authorize Erik A. Bjorenby, R.A. to apply on my behalf Whe Town of Southold Building Department for approval as described herein. Owner's Signature Date Paul Hanan Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 %;55Southold, � Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seand(ccr)_southoldtownny.gov' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please-Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size 1-11 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 9 Address: Switchesi fj I Outlet SA GFI's 1 Surface Sconce- ' H H's UC Lts Fans Fridge HW Exhaust I Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC I AH I`1 Hood Service Amps Have Used Special: Comments Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Paul Hanan residing at 1046A Lafayette Ave (Print property owner's name) (Mailing Address) Brooklyn, NY 11221 do hereby authorize Erik A. Bjorenby, R.A. (Agent) to apply on my behalf to the Southold Building Department. ;r (Owner's Signature) (Date) Paul Hanan (Print Owner's Name) ARCHITECTURAL DESIGNS March 23rd, 2021 Town Hall Annex Building Attn: Building Department 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Re: 95 Victoria Drive Southold, NY 11971 SCTM: 078.00-09.00-077.000 LETTER OF TRANSMITTAL WE ARE SENDING YOU: ® Attached ® Under separate cover the following items: Dropped off ❑ Shop Drawings ® Prints ® Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ® Other: Item# y Date tion --...--- .................._.�_.__.._-._....._..._..._............_..........__.....__.._..... ..._..........._...................._..........._..._..._..................._..._...... 1 1 3/19/2021 1 Application for Building permit ->-- �—..._..----............._..;.._......._._...__....._._.. _._.... _.._..._..-------------- --------------- --- __ 2 1 3/17/2021 Authorization Letter -._..._..-------- 3 1 _ 3/8/2021 j Certificate of Liability Insurance 4 1 3/8/2021 ? Disability Insurance ---._....—______...;.._._.._..._____._._..._.._.._..._.._....._..._...___....._..._.___._—.—_.__._..__...__...__.__---..—...— .__._._.._______.____....__....---...._...._---_._.._.._.._ 5 1 3/8/202_1 _ Worker's Compensation 6 1 : 10/8/20218 ' Survey------ --�---- - -----___._..._.--..---.----.__-- -- -...__._...-----....1_...__..._...._.._.__.._.-- - . ....._.._........_......................-_.........._............_...._..._._.....__..............._..._........._........ _..----..-.. ---—-.._._..._._..- -- ..__...._.._...._.__........---..._..._ 7 : 3/23/2021 4 sets of 2 sheets THESE ARE TRANSMITTED as checked below: ® For Approval ❑ Approved As Submitted ❑ Resubmit_Copies for Approval ® For Your Use ElApproved as Noted ElSubmit_Copies for Distribution ® As Requested ❑ Revise and Resubmit ❑ Return—Corrected Prints ❑ For Review and Comment ElRejected ® For: Building Permit Comments: Please review the plans, survey, form, application and general contractor's insurances. Please advise if you need anything else.Thank you! Copy to: From:Elizabeth Ouellette Administrative Assistant 4250 Veterans Highway, Ste 204OW • Holbrook, NY 11741 • 631.319.1047 tele • 631.319.1049 fax • erikb@eabarchitecture.com ARCHITECTURAL DESIGNS April 26", 2021 Town Hall Annex Building Attn: Building Department 54375 Route 25 Southold,NY 11971 Re: Hanan Residence 95 Victoria Drive Southold,NY Denial Letter LETTER OF TRANSMITTAL WE ARE SENDING YOU: -'--❑ Attached ❑ Under separate cover the following items: Dropped off ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ® Other: check Item Date_ Description 1 1 4/21/2021 Check#303 in the total amount of$330.00 THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved As Submitted ❑ Resubmit—Copies for Approval ® For Your Use ElApproved as Noted ❑ Submit—Copies for Distribution ®As Requested ❑ Revise and Resubmit ❑ Return_Corrected Prints ❑ For Review and Comment ❑ Rejected ElFor-permit Comments: Please see check#303 in the total amount of$330.00 to issue the permit for 95 Victoria Drive, Southold. Copy to: From:Elizabeth Ouellette Administrative Assistant 4250 Veterans Highway, Ste 204OW • Holbrook, NY 11741 • 631.319.1047 tele • 631.319.1049 fax • erikb@eabarchitecture.com 5U RVEY OP PROPERTY N _ SITUATE: E3AYVIEW TOWN : 5OUTHOLD SUFP�LI� COUNTY, NY 5URVEYEE) 10-0&2018 S SUFFOLK COUNTYTAX 1000 - 78 - 9 - 77 PAUL JOSEPH HAINM AMY REBEIP A,UX: , �I00 COMPANY m� .fP moli AN CHA9S BANS'NA ' , ... Ap 4th • 5 Yet 6 f° I FJ� ' '• f � •5� i �, ar' 3a r �$ � � Y '•Y � .. fryy.rero�� {� $:A Y:g.p.�ir�-e'Y:.�MeY'-`:• .q,� air .+ -n- 1` ,�Te��4y raga Yq,�� •y._m 4-'n,f•`F'%� .• .. 1` F_ —ts`° }pie •9 �.'.c,+r fy Y '. .Ipe, .°• ��a Yea,• '��„ '. -- + - - tri!•Fl /V _ oil n ' 'r : JOHN C. EHLER5 LAND 5URVEYORI Boa . �. Cr EA5T MAIN 5TF"T N.Y.5. UCk NO. W202 = •' gem- .4" R1� �. N.Y. ! 1901 369-8 Fa92 r an.. R not BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 'tom ;cF%t` rogerr c(D.southoldtownny.gov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 14-1!5�trl a-1) Address: Cross Street: Phone No.: Bldg.Permit#: L-Jobag email: Tax Map District: 1000 Section: 7 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 R2 H Frame Pole Work done on Service? Y N Additional Information: I �G l TLA , go JbP4� L4CeOi3ci L'eO\J— PAYMENT DUE WITH APPLICATION LA" CO 4-- f /I t �--�►-� �� -ems �.dl,,ra�n� 2n.Gr� -{� or i� - NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 T i A A A A A A 300948609 NICHOLAS DEVITO AGENCY 449 ROUTE 25A STE 2 MOUNT SINAI NY 11766 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ISLAND CONSTRUCTION GROUP INC. TOWN OF SOUTHOLD 1600 NORTH OCEAN AVENUE SUITE 4 TOWN HALL ANNEX HOLTSVILLE NY 11742 54375 MAIN ROAD SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12397300-1 193814 08/20/2020 TO 08/20/2021 3/8/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2397300-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE. INSURED CORPORATION. PRESIDENT GEORGE NUNNARO ISLAND CONSTRUCTION GROUP INC (ONE PERSON CORP) THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR ,INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:783180547 U-26.3 AV r�. .. - z_ ANWA tr►s ,+rit�lt :�-nt7D6 — JSS r �tixa Hca= ,xa,5Cd2W FAN AW'C= :r`SAPPESs: I #F h l JNE E iEGi . F .•::.� �u PSR lspp"`iQ".&5F'.ltow LM yPtiyyEY m Ww TOTAL Otw* ._ .65 r Tom PwsvJ,F$S PSS ILI K 3S Mbj6--""w- w ! Y Project: "TWIN -WWI PROP05ED INTERIOR FN IRO D ffNT R OR A TALTERATION AT EX 1 STI NCS X r 2-5TORY RE51 DENGE AT ' J_ Sni ENG, 2am 0 q5 1/IGTORIA DRI\/E SOUTHOLD NY, 11g71 RCT V 0IN'. A VSECT: 75 BLK: q LOT: 77 IN'.1 h S O. UTHOLD N 119 1 ZONE: R-40 GENERAL NOTES PLOT PLAN SCALE: 1" =30'-0" CONTRACTORS: GENERAL NOTES_ GONGRETE 1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE B. ALL WOOD CONSTRUUGTION SHALL COMPLY WITH THE NATIONAL. DESIGN I. ALL WORK 15 TO CONFORM TO THE RULES AND RE60LATION5 OF THE AMERICAN CONCRETE INSTITUTE AL.I.316 LATEST EDITION. SPECIFICATION FOR WOOD CONSTRUCTION,LATEST EDITION. LOCAL BUILDING DEPARTMENT AND THE NYS.BUILDING CONSTRUCTION CONCRETE CONTRACTOR TO SET AND PLACE FORMS WITH STRICT 4• ALL WOOD EXPOSED TO WEATHER SHALL BE GGA TREATED IN ACCORDANCE CODE. NO NOTE OR DETAdL OR LACK THEREOF SHALL BE CONSIDERED ATTENTION AND CARE TO ALL DATUM,FLOOR AND GRADE ELEVATIONS. WITH AFPA STANDARDS. TOWN 01= 50llTHOLD AS RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN S. ALL WOOD CONNECTORS SHALL BE BY"51MPSON,'TECO',OR APPROVED ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. 3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST EQUAL. -2. ALL ELECTRICAL WORK TO BE FIRE UNDERWRITER'S INSPECTED AND AL.I.SPECIFICATION. 6. MEMBERS DESIGNATED AS '&AN&LAM'OR "LAMINATED VENEER LUMBER"OR AR(HITEGT: ERIK A. BJORNEBY APPROVED. SUBMIT CERTIFICATE TO OWNJERUPON RECEIPT. 4. ALL TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO 'LVL'SHALL BE MANIFAGTIRED IN ACCORDANCE WITH SPECIFICATIONS BY EMAIL: ERIKB®EABARCHITECTURE.COM DEVELOP FULL STRENGTH IN ALL CONCRETE WALLS AND SLABS. LOUISIANA PACIFIC CORP. NO SUBSTITUTES SHALL BE PERMITTED WITHOUT THE 3. ELECTRICAL CONTRACTOR TO VERIFY ELECTRIC SERVICE AND PARCEL ENGINEERS APPROVAL.DESIGN STRE55ES ARE A5 FOLLOWS: FB=1,g50P51, FOR ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATIONS AS S. PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN SLABS,BEAMS, FV-- 2gOP51,E = 2,000.000P51 SHOWN ON THE PLANS. UFSRADE,SERVICE,METER AND PANEL A5 MAY PIERS,AND WALLELD S,REINFORCED TO BE HAT CORRECT DISTANCE 1• THE ARCHITECT SHALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR O C� OO BE REQUIRED. FROM FORMS AND EARTH BY STEEL CHAIRS OR TIES. VERIFICATION OF LOADS AND BEAM SIZES WITH MFR.PRIOR TO ORDERING ,n 2 /4 ZONING INFORMATION: ENGINEERS: 4. ALL PLUMBING WORK TO 13E IN STRICT AGGORDANCE WITH N.Y.S.CODE 6. FOLLOW C.R.5.1.RULES FOR PLAGINE,ALL REINFORGIN6 STEEL AND AND MANUFACTURE. NOTIFY ARCHITECT OF ANY DISCREPANCIES,IN WRITIN6, \U � o AND ALL APPLICABLE LOCAL RE60LATION57. ACCESSORIES. SHOULD THERE BE A PROBLEM. �' 5EGTION: 78 8. JOIST SIZES AND 5PACING&IVEN FOR DOUG-FIR LARCH p_2(Pb= 1,115 PSI '� / BLOCK: 4 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E.CONTRACTOR'S '►. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPORT WITH GOMPRP5510N Fv = qO PSI AND E=Ibx10 P51). VERIFY SIZES WITH ARCHITECT IF OTHER LIABILITY,WORKMAN'S COMPENSATION,COMPLETED OPERATIONS,ETC. TEST RESULTS TO EN6INEER FOR REVIEW PRIOR TO STARTING FOUNDATION SPECIES OR 6RADE5 ARE USED. LOT: 77 ADEQUATE FOR THE RURF05ES OF THIS PROJECT AND FURNISH PROOF OF CONSTRUCTION. q. THE DE516N LIVE LOAD IN LIVING AREAS 15 40 PSF(DL=10 PSF)ATTIC, LIVE SAME TO THE OWNER PRIOR TO COMMENGIN6 WITH WORK. 8 REPRESENTATIVE TEST GYLINbERS SHALL BE TAKEN FROM THE CONCRETELOAD 15-20 PSF(DL=5PSF)ROOF LOAD 15 30 PSF(DL=10 PSF). ROOF SPANS f ZONE: R-40 b. EACH SUBCONTRACTOR SMALL SUBMIT A COPY O=HIS INSURANCE PLACED EACH DAY IN ACCORDANCE WITH CONCRETE SPECIFICATIONS. AND SPANS IN LIVING AREAS ARE LIMITED TOA DEFLECTION OF FED A 0 COVERA6E(WORKMAN'S COMPENSATION,LIABILITY,D15ABILITY) TO TE5TIN6 SHALL BE PERFORMED AT 1 AND-28 DAYS. 10. ALL CONGEALED SPACES IN WOOD FRAMING SHALL BE FINS AND WITH THE OWNER PRIOR TO G01�1MENGING WORK. EACH SUBCONTRACTORSHALL WOOD BLOCKING ACCURATELY FITTED TO FILL THE OPENING AND ARRANGED q. ALL MESH SHALL BE SPLICED 50 THAT THE OVERLAP BETWEEN OUTERMOST TO PREVENT DRAFTS FROM MOVING FROM ONE SPACE TO ANOTHER. CO APPROVED AS NOTED SUBMIT LIEN RELEASES PRIOR TO REQUESTING FINAL PAYMENT. CROSS WIRES OF EACH SHEET 15 NOT LESS THAN THE SPACING OF THE II. PROVIDE BRIDGING 8'-0'oc.MAX(SOLID OR CROSS BRIDGING). glry GROSS WIRES PLUS TWO INGHES,,UNLESS OTHERWISE SHOWN ON THE 12. NOTCHES OR HOLES FOR PIPING ETC. IN STRUCTURAL FRAMING MEMBERS B.P.# 1. CONTRACTOR SHALL AT/ILL TINES PROCEED WITH WORK A5 TO MINIMIZE DRAWINS• SHALL NOT BE PERMITTED. DATE: THE OWNERS INCONVENIENCE,AND SHALL DO 50 IN A WORKMAN-LIKE ,60 Py. Key Map: MANNER. 10. ALL FOUNDATIONS SHALL BE CAST ON UNDISTURBED OR CONTROLLED 13. DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JOISTS. FEE: COMPACTED SOIL HAVING A MINIMUM BEAiRINS CAPACITY OF TWO(2)TONS 14. ALL FLOOR AND SKYLIGHT OPENINGS ARE TO BE FRAMED WITH DOUBLE NOTIFY BUILDING ' PARTMENT AT 6. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDIN6 FIXTURES PER SQUARE FOOTUNLESS OTHERWISE NOTED(SUBJECT TO FIELD HEADERS AND TRIMMERS, FI1RN15HIN65 AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM FULLY JOINED WITH STEEL BRIDGES OR TEG05. 7-05-1802 8 AM TC PVI FOR THE l 2 DETERMINES THE COURSE OF ACTION TO BE INSPECTION AND VERIFICATION BY CONTRACTOR). 15. TO ELIMINATE THE HAZARD OF MOISTURE CONDENSATION IN COLD WEATHER, 3� FOLLOWING INSPECTIONS: a TAKEN AITNTIL THE OWNEF DE:TERM O PAS �„ 1. FOU .DATION - TWO REQUIRED AND TO PERMIT THE ESCAPE OF HEAT IN HOT WEATHER. VENTILATION OF � � MST ^' ' TAKEN WITH SAME. II. MAXIMUM STEP OF FOOTIMG5 SHALL BE OfE VLERTICALLY TO TWO ATTIC AND CRAAL SPACES 15 REQUIRED. BL.OGKIN6 AND BRID61N&SHOULD '�� \ FOR POURED CGf�CP,ETE U q. PROTECT AND MAINTAIN EEASTIN67 UTILITY LINES WHICH ARE TO HORIZONTALLY WHERE ELEVATIONS CHANGE. BE ARRANbED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR. / 2�'6 LOCATION L. ROUGH - FRAMiN.: & PLUMBING h REMAIN IN SERVICE IN SUCH A MANNER A5 TO AVOID INTERRUPTION OF 12• ALL RETAINING WALLS SHALL BE ADEQUATELY BRACED DURING 16. ALL CATHEDRAL CEILIN65 SHALL HAVE CONTINUOUS VENTILATION FROM LQ1 EXI5T1 NG � � �� 3. INSULATION OF SITE THESE LINES. JUNLE55 OTHERWISE NOTED,ALL EXI5TINS UTILITIES SHALL BE GONSTZUGTION TO MAINTAIN SAFETY AND STABILITY. BACKFILLING SHALL EAVES TO RIDGE.SIZE INSULATION ACCORDINiSLY.PROVIDE 3/4 2-STORY d1a. VENT n 4. FINAL - CONSTF,'_t( T!�N MUST Q� ,�l ALTERED,GAPPED,OR RELOCATED IN A MANNER APPROVED BY THE NOT BE PERMITTED UNTIL CONCRETE HAS ACHIEVED Q0:5 OF THE SPECIFIED HOLES A5 NEEDED THRU SKYLIGHT FRAMING TO MAINTAIN CONTINUOUS i 60VERNMENRAL AUTHORITIES AND VTILITY COMPANIES HAVING JUR15DICTION VENTILATION. BE CC'fv`PL % O = 50 A5 TO GUARANTEE A COMPLETE INSTALLATION. DESIGN STRENGTH. 11. DOUBLE JOISTS UNDER ENTIRE BATHROOM AREAVN-E55 OTHERWISE NOTED. �Or DWELLING 4$so 0 ALL CONSTRUCTI.,N~ 4LL MEET THE ��A..,B,y�N 13. ALL CONCRETE SHALL ATTAIN A MINIMUM'5TRENGTH OF 3,000 PSI @M 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WOR17INATINkS ALL REQUIRED V #Q� / \ Q� REQUIREMENTS OF THE CODES OF NEW W�`' II. CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXISTING WORK DAYS.FOUNDATION,SLABS ON 6RADE AND CONCRETE EXPOSED TO INSPECTIONS OF THE ROLM AND FINAL FRAMING ` YORK STATE. NOT RESPONSIBLE FOR ADJACENT TO HIS WORK,OR DAMAGED AS A RESULT OF HIS WORK. WEATHER SHALL BE AIR ENTRAINED. Iq. THE CONTRACTOR SHALL INCORPORATE ALL REQUIRED STRAPS,ANSLE5, TIES, ®� O DESIGN OR CONSTRUCTION ERRORS. ' WHERE EXISTING MATERIALS ARE TO BE MATCHED,CARE 15 TO BE 14. ALL CONCRETE REINFORGINI6 STEEL SHALL BE IN AGGORDANGE WITH ASTM SUPPORTS,ETC.A5 MAY BE REQUIRED FOR PROTECTION OF STRUCTURE ' V� TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORMS AND FROM FORGES OF NATURE. THIS INCUAX5: ROOF TO ROOF:ROOF TO WALLS, 11 CONTOURS A-615 6RADE 60 DEFORMED BAR5. WALLS TO WALLS AND WALLS TO FOUNDATION. THESE FASTENERS/TIES �0 N Q� 0 t l R` 15. WELDED WIRE MESH SHALL BE IN ACCORDANCE WITH ASTM A-185. SHALL.BE AS MFRD BY SIMPSON OR APPROVED EQUAL. '�+► ! 12. BEFORE SUBMITTING ANY PROPOSAL, IT SHALL BE THE RESPONSIBILITY DEAD LOAD INFORMATION: R 301.2.2.2.1: r' \� COMPLY WITH ALL CODES OF OF THE CONTRACTOR TO FAMILIARIZE HIMSELF}KITH ALL EXISTING Ib. ALL STRUGTURAI.MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN AVERAGE DEAD LOADS SHALL NOT EXCMD 15 PSF FOR / NEW YORK STATE & TOWN CODES N CONDITIONS,MATERIALS'f0 BE MATCHED,WORKING SPACE AVAILABLE, ONE OPERATION.GONSTZUGTION JOINTS SLGH A5 A DAYS POUR JOINTS ROOFS/CEILING A55EN13LIE5 OR 10 PSF FOR FLOOR O AS REQU i R E>� AND CONDITIONS OF SAFETY PRECAUTIONS,ETC..REQUIRED FOR THE SAFE AND EXPEDITIOUS SHALL BE LOCATED IN THE MIDDLE OF THE SPAN,MAIN REINFORCING TO ASSEMBLIES. EXECUTION OF THI5 GONTIZAGT. FAILURE TO DO 50 WILL NOT BE RUN THROUGH THE JOINT,KEY AND RO*H61 JOINTS TO EXP05E LNE LOAD PER R$015 GAUSS FOR EXTRA G05T5 TO THE OWNER OR OWNER'S REPRESENTATIVES. A66RE6ATE FOR CHEMICAL SONO. USE LIVE LOAD --- JUNINHABITABLE ATTICS WITHOUT STORAGE 10 �6O 0 C' ' T I vU IgA CONTACT THE ARCHITECT IMMEDIATELY IF FIELD CONDITIONS ARE I1. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON UNINHABITABLE ATTICS WITH LIMITED STORAGE 10 O� / r(� P .BOARD FOUND TO BE OTHER THAN THOSE SHOWN HEREON PRIOR TO PROCEEDING THE DRAWINGS,WITHOUT THE APPROVAL OF THE ENGINEER HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 �T ,��T.c - WITH WORK AFFECTED BY'SANE. BALCONIES(EXTERIOR)AND DECKS 40 4O // �/ � ` �' P � 18. MAXIMUM L ENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION SHALL FIRE ESCAPES 40 T � ✓ ' 'Y, �J:t� SE NO MORE THAN TWD GONSEGUTIVE COLUMN DIM.OR 60 FEET. a : �Y:S.DkC13. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO GUARD AND HANDRAILS 100 - e " FABRICATION. WARD IN-FILL GOMPONENf5 50 Iq. CONCRETE CONTRACTOR To Be RE5PONSIBLE FOR SETTING ALL ANCHOR PASSENGER VEHICLE 6ARA6E 50 14. DISCREPANCIES.ERRORS.OMt551oN5.ETC,. IN ANY PORTION OF THE wLTS AND LEVELING PLATES. ROOMS OTHER THAN SLEEPING ROOMS 40 /J� R- I5.0� a SLEEPIN6ROOMS 30 /N A-25 �6� ARCH ITECTURALDESIGNS, PLLC DRAWINGS WHICH ARE AT VARIANCE WITH THE LAW ORDINANCES,RULES STAIRS 40 � �� OR REGULATIONS,BEARING ON THE CONDUCT OF THE WORK SHALL BE -20• PROVIDE CONTINUOUS-2x6 TREATED SILL PLATE OVER TERMITE SHIELD REPORTED PROMPTLY TO WA THE ARCHITECT. TIED INTO FOUNDATION LLS WITH 1/2'ANCHOR BOLTS 8'-0"o.c. (1'-0" MIN.ROOF LIVE LOADS TABLE R 301b OCCUPANCY OR 4250 VETERANS HIGHWAY,5TE2040W HOLBRooK, NY 11141 S�N'gL.�. 15. IF CONDITIONS ENCOUNTERED DURINb CONSTRUCTION DIFFER MAX.FROM ALL CORNERS)WITH 10'min EMBEDMENT.PROVIDE SILL TRIBUTARY LOADED AREA IN 0 i USE IS UNLAWFUL tel. ( 631 ) 319-1047 fax ( 631 ) 31q-104q FROM WHAT 15 SHOWN ON DRANIIN65,THE ENGINEER SHALL BE SEALER AND&ROUT SILL PLATE TO WALL. SQUARE FEET FOR ANY �D� ` O ` U L NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROGRESS UNTIL11. FLOOR SLABS ON 6RADE TO BE 4'POUR°D CONCRETE WITH bxb/1.4X1.4 O TO 200 201 To 600 OVER 600 Y � WITHOUT CERTIFICATE ALL PROBLEMS ARE RESOLVED TO THE SATISFACTION OF THE bA.WIRE REINFoRCIN6 AND STEEL TROYEL FINISH. PROVIDE I/2" FLAT OR RISELE THAN 4 20 I I OF OCCUPANCY ENGINEER. PREMdULDED EXPANSION JOINTING AT FLOOR SLAB AND FOUNDATION NGHES PER FOOT Ib. ALL SUBCONTRACTORS SMALL BE RESPONSIBLE FOR FILING AND WALL. PROVIDE-2"(R-10 mina R610 INSULATION 1'-0'EACH WAY (POR ISI:4 INCHES PER FOOT 1:3 TO 16 14 12 HEATED SPACES). THAN 12 INCHES PER FOOT OBTAINING APPROVALS FOR THEIR WORK WHICH MAY BE REQUIRED. ISE 12 INCHES PER FOOT I:I AND 12 12 12 22. ALL SLABS ON&RADE SHALL HAVE THIaENIN65,DEPRESSIONS, TER 11. ALL SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT,TOOLS,FENCES, OFENIN65,ETC.,AS REQUIRED OR AS 5HCWN HEREIN OR ON PLUMBER CERTIFICATION TRANSPORTATION,SAFEWARD5,ETC,AS REQUIRED FOR THE PROPER ARCHITECTURAL DRAWINGS. DEFLECTION PER R3OU ON LEAD CONTENT BEFORE STRUCTURAL MEMBER ALLOWABLE EXECUTION OF THEIR WORK. 13. PROVIDE POCKETS IN WALL FOR GOLUh1N9,BEAMS AND SLAGS. DEFLECTION CERTIFICATE OF OCCUPANC Y 18. ANY DEVIATIONS FROM TI-E ARCHITECTS DRAWINGS MUST BE SUBMITTED MINIMUM BEARING ON WALLS OR BEAMS:4"FOR SLABS,W FOR BEAMS, RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH L/I80 SOLDER USED IN WATER TO THE ARCHITECT IN WRITING FOR APPROVAL. VD.N. FINISHED CEILING NOT ATTACHED TO RAFTERS INTERIOR WALLS AND PARTITIONS H/160 SUPPLY SYSTEM CANNOT No. Date Revision 24. TOP ELEVATION OF SLABS SHALL VARYALGORDIN&TO FINISH FLOOR FLOORS L13b0 Iq. EACH CONTRACTOR ANDT THE 517E OR SHALL BE RESPONSIBLE FOR MATERIAL.SEE ARCHITECTURAL DRAWINGS. CEILINGS WITH BRITTLE FINISHES L/W EXCEED 2110 OF 10i !_F,�,!;. MAINTAINING SAFETY ON THE JOB SITE DURING THE CONSTRUCTION PHASE To COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL .25. IN ANY APPROVED CONSTRUCTION JOINTT,PROVIDE 2'X 4"KEY MIN.AND (INCd�1DlNk5 PLASTER a 5T1GG0) -24 CEILINIG5 WITHJ FLEXIBLE FINISH) L!140 SAFETY AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE,BUT ARE NOT BAR DIAMETER LAP(16"MIN)OF REINFOZGIN6,EXCEPT FOR SLABS ON (INCLUDING GYPSUM BOARD) Project Manager: EAB LIMITED TO: PROVIDIN6 ALL NECESSARY TEMPORARY SUPPORTS AND GRADE. ALL OTHER STRUCTURAL MEMBERS L240 BRACING AS MAY BE REQUIRED PRIOR TO THE THE INSTALLATION OF NEW -26. SLAB ON GRADE SHALL BE POURED IN SrRIPS.CONSTRUCTION OR EXTERIOR WALL-WIND LOADS WITH PLASTER OR HV360 LEGEND CODE COMPLIANCE NOTES ZONING CALCULATIONS Project Architect: ERIKA. BJORNEBY R.A. STRUCTURAL ELEMENTS,AS WELL AS ADEQUATE AND PROPER BARRICADES, CONTROL JOINTS SHALL HAVE A MAXIMUM SPACING OF 30-0 IN EITHER STUCCO FINISH RAILINGS,LIC-HTIN6,STAIRS,ETC.REQUIRED TO PROTECT THE WORKMAN, DIRECTION.MAXIMUM AREA OF POUR SHALL BE-2100 50.FT. EXTERIOR WALLS-WIND LOADS WITH OTHER BRITTLE FINISHES H040 EXI5TIN(5 WALL TO BE REMOVEDMINIMUM LOT SIZE: 40.000 S.F. EXISTING LOT SIZE: 2I545 S.F. Project Designer: OWNERS PER50NNEL AMC)OTHERS FROM INJURY DUE TO CONSTRUCTION EXTERIOR WALL544IND LOADS W1TH FLEXIBLE FINISHES H/120 BUILDIN6 PLAN REVIEW NOTE: 21. ALL WALL AND PIER FOOTINGND S SHALL BE MINIMUM 12'THICK APROJECT TOWN OF SOUTHOLD BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLO5ED MINIMUM LOT WIDTH: 150 FT. EXISTING LOT WIDTH: 123Aq T.WORK. PROVIDE FREE AND SAFE PASSAGE FOR PERSONS TO AND FROM LINTELS 5UPPORTIMG MASONRY VENEER WALLS V600 Drawn by: LJ5 AREAS AND FACILITIES ARCH ARE TO REMAIN. W MINIMUM BEYOND ALL FACES OF WAL15 AND PIERS JUNLESS OTHEM15E EXISTING WALL TO REMAIN DOCUMENT FOR A MINIMUM ACCEPTABLE PLAN SUBMITTAL REOUIREMENT5 OF THE TOWN MINIMUM LOT DEPTH: ITIS FT- EXISTING LOT DEPTH:_1061b T. NOTED. OF SOUTHOLD A5 SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL GODS OF THE Checked by: EAB 20. FIGURED DIMENSIONS SHALL 60VBM SMALL SCALE DMAIN165 WHERE STATE OF NEW YORK. THI5 REVIEW DOES NOT 6UARANTEE COMPLIANCE WITH THAT MINIMUM FRONT YARD : 5000' EXISTING FRONT YARD PROVIDED: 1420' DIMENSIONS ARE ESTABLISHED BY CONDITIONS. IF EXISTING,EACH �8 SHALLC-ROUT ATTAIN SHALL BE NON-FERROUS NCM IN GROUT BY IN-PAKT AND NEW WALL CODE, THE SEAL AND SIGNATURE OF THE DE516N PROFESSIONAL HAS BEEN MINIMUM 51M YARD REQUIRED: 15.00' i EXISTING SIDE YARD PROVIDED: 35.00' Design No.: Date: SHALL ATTAIN A STR:ENbTH OF 4,000 PS IN 1 DAYS. CONTRACTOR SHALL MEASURE EXISTING CONDITIONS PRIOR TO ORDERING SMOKE DETECTOR/ CARBON INTERPRETED AS AN ATTESTATION THAT,TO THE BEST OF THE LICENSEES BELIEF AND A66REGAT'E 51DE YARD REQUIRED: 35.00' EXISTING A66REGATE SIDE YARD: 18.30' 03/23/21 MATERIALS AND COMMEN SING WITH WORK. 24. ALL SLAB TEMPERATURE REINFORGEMEW TO BE FIBERME51H CONCRETE O5D INFORMATION,THE WORK IN THI5 DOCUMENT: REINU"ORGEMENTT AS MANUFACTURED BY°IBERMESH CO.OR APPROVED -IS ACCURATE, MONOXIDE DETECTOR MINIMUM REAR YARD REQUIRED: BODO' . EXISTING REAR YARD: 82.80' � -2I. 6ENERAL CONTRACTOR AND HIS VMS ARE RESPONSIBLE FOR ALL LAY- EQUAL. MIXING AND PLACEMENT SMALL 3E IN ACCORDANCE TO -CONFORMS WITH THE 6OVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, MINIMUM LIVABLE FLOOR AREA 5F PER EXISTING LFA SF 1063 5.F. DOB Job No. OUT WORK, INCLUDING SPECIFIED LAY-OUT DRAA N65 A5 REQUIRED. MANUUFAGTJRER'S SPECIFICATIONS. NOTE: PROVIDE SMOKE DETECTION SYSTEM -CONFORMS WITH THE REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE GENERAL CONTRACTOR SHALL COORDINATE RESPECTIVE SUBCONTRACTORS MAXIMUM PERMITTED COVERAGE (20%):IC?% EXISTING COVERAGE % SD A5 NOT TO CAUSE UNDUE HARDSHIP,DELAY AAD INTERFERENCE WITH INTER LINKED TOGETHER A5 PER STALE GORE 5AFE6UARDING OF LIFE,HEALTH,PROPERTY AND PUBLIC WELFARE, ' R313. LOCATED IN EACH 5LEEPIN&ROOM, -15 THE RESPON51BILITY OF THE LICENSEE. MAX. HEIGHT FT/STORIES: 35-0"/ 2 I!2 STORIES EXISTING HEIGHT FT/STORIES: 26-4" /,2-STORIES GONLtiJGT OR WORK. -22. CONTRACTOR TO REMOVE;ALL DEBRIS CREATED BY THIS WSTELORK FROM THE OJT5IDE EACH SEPARATE 5LEEPING AREA,AND . 517E AND DISPOSE OF IN.A LEGAL MANNER ON A WEEKLY BASIS OR SOONER 1. ALL STEEL FABRICATION AND ERECTION SHALL CONFORM TO AISG ON EACH ADDITIONAL STORY OF THE IF CONDITIONS WARRANT. SPECIFICATIONS FOR STRUCTURAL STEEL,LATEST EDITION. DWELLING, INCLUDING BASEMENTS A5 PER NY5 GODS COMPLIANCE CODE. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLUMBING -23. AT THE COMPLETION OF WORK,THE SITE 15 TO BE CLEARED OF ALL 2. ALL STRUCTURAL STEEL SHALL BE ASTM A-36,EXCEPT STRUCTURAL TUBE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20220 BUILDING CODE OF ALL PLUMEING WASTE DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE LEFT BROOM WHICH SHALL BE ASTM A500&RADE B.AND STRUCTURAL PIPE WHICH NEW YORK STATE. &WATER LINES NEED GLEAMED AND WORK 15 TO BE COMPLETED TO THE TOTAL SATISFACTION SHALL BE A57M A501. CARBON MONOXIDE ALARMS AND CARBON TEtTWG BEFORE COVERING Drawing Title: OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. g 3. ALL STRUCTURAL STEEL 115ED AS EXTERIOR WALL LINTELS SHALL BE MONOXIDE DETECTORS SHALL BE INSTALLED IN ENERGY CONSERVATION CONSTRUCTION CODE COMPLIANCE -24. THE ARCHITECT HAS NOT'BEEN RETAINED FOR ADMINISTRATION OF THE GALVANIZED. BUILDINGS A5 REQUIRED IN ACCORDANCE WITH TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFE55IONAL JUDGEMENT,THESE CONSTRUCTION OF THIS PROJECT. SECTION 815.2 FOR RESIDENTIAL BUILDIN65. PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20120 ENERGY NOTES, LEGEND, ZONING 4. BEAM CONNECTIONS SHALL BE DESIGNED TO WITHSTAND ONE-HALF THE CARBON MONOXIDE DETECTION SHALL BE CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ELECTRICAL -25. CONTRACTORS SHALL COOPERATE WITH ALL OTHER TRADES AND WHERE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND INSTALLED IN DWELLING UNITS OUTSIDE OF EACH INFORMATION 4 PLOT REQUIRED INSTALL ALL BUILT-IN WORK,SLEEVES, INSERTS,ETC,AS SPAN GONDITION5 SHOWN OR THE LOAD INDICATED ON DRAWIN65, SEPARATE AREA IN THE IMMEDIATE VICINITY OF INSPECTION REOUIRED PLAN FOR A COMPLETE JOB. WHICHEVER 15 GREATER. THE BEDROOMS. WHERE A FUEL-BURNIN6 LIST OF DRAWINGS -26. SEE N.Y.S.BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED WOOD 5. WELDING SHALL BE IN ACCORDANCE WITH AN5 SPECIFICATIONS-U51% APPLIANCE 15 LOCATED WITHIN A BEDROOM OR FRAME NAILING SCHEDULE. E10-XX ELECTRODES. ITS ATTACHED BATHROOM,CARBON MONOXIDE DrawingScale:a 1 e: AS NOTED DETECTION SHALL BE INSTALLED WITHIN THE T-I NOTES, LE'•CGEND, ZONING INFORMATION 4 PLOT PLAN Drawing No.: 6. ALL BOLTS SHALL BE ASTM A-325N AND SHALL BE INSTALLED TDA SNUG TION SHALL Architect: g PAINTING CONDITION AS DEFINED IN A15G SPECIFICATIONS. BEDROOM.CARBON MONOXIDE DETECTION INSTALLED IN SLEEPING UNITS. A-1 EXIST. BASEMENT, FIRST FLOOR 4 SECOND FLOOR PLAN5, ERIK A. BJORNE13Y R.A. I. ALL STEEL AFTER FABRICATION SHALL BE THOROUGHLY GLEANED OF RUST, 1. ALL WELDERS SHALL BE CURRENTLY CERTIFIED.THE FOLLOWIN& PROPOSED SECOND FLOOR PLAN, RISER DIAGRAM, NOTES 4 DIRT,LOOSE MILL SCALE:,AND OTHER FOREIGN MATTER.AFTER GLEANING, CERTIFICATIONS ARE ACCEPTABLE: NEW YORK STATE,NEW YORK CITY LEGEND STEEL SURFACES SHALL BE SHOP-PRIMED WITH ONE GOAT OF METAL DEPT.OF BUILDINGS OR TESTING LABORATORY CERTIFICATION TO THE PRIMER,AND ONE GOAT COLOR TO BE SELECTED 13Y OWNER.PAINT GOATS AWS CODE. SHALL BE FULL WETTING,APPLIED THOROUGHLY AND EVENLY TO THE CLIMATIC., G�OGRAPHIG 0�51C�N GRIT�RIA T- 1 SURFACES,ANDFREE FROM SPRAY DUST,RUNS OR 5#65. GL ` � � �� ` °�` hoop 2. PRIMER SHALL BE RUST-0-LEUM 1069 RUST-INHIBITIN6 PRIMER OR I. ALL LUMBER SHALL BE VOU6LAS FIR LARCH NO-2,FB = 815 PSI,FV= q5 WIND DESIGN WINTER GE BARRIER I, APPROVED EQUIVALENT.SECOND GOAT SHALL BE RUST-0-LE�UM 1060,OR MAXIMUM MOISTURE GONtTENT< 1q�5. GROUND SEISMIC SUBJECT TO DAMAGE BY AIR MEAN APPROVED EQUIVALENT. P51,E = 1,600p00 PSI, SNOW OPOGRAPHIG SPECIAL WIND WIND-BORN DESIGN DESIGN lJNDERLAY- FLOOD �. ALL STUD LUMBER SHALL BE DOWLAS FIR LARCH STUD GRADE,FB = 615 LOAD SPEED WEATHER- FR05T LINE MENT HAZARDS FREEZING ANNUAL t4 l`Axa; / 3. AFTER ERECTION,TOUGH UP'ALL FIELD CONNECTIONS AND ABRADED PSI,FV = q5 P51,E = 1,400,000 PSI,MAXIMUM MOISTURE CONTENT< Iq`�. (rT h) EFFECT REGION DEBRIS ZONE CATEGORY LNG DEPTH TERMITE TEMP. REQUIRED INDEX TEMP. ,fo2yj, SURFACES WITH SAME TYPE OF MATERIAL•USED FOR SHOP COATIN&. I MILE FROM T�, ,�` : :: MOD. TD FEMA: sJgq JI w, T �� ' Sheets in Cont�- 25 PSF 142 NO NO COAST AND FL B SEVERE 3-0 HEAVY IS YES, ZONE X ' I Project: PROPO5E:D INTERIOR ALTERATION AT EX 1 ST I NG - — — — — E.x. 2-5TORY REST DENGE Ex. DOORS \ / q5 VICTORIA DRIVE 3018 AWNING �IU�VI EX. 5OUTHOLD NY, 11171 hS Y WINDOW i` _P / \ OUTDOOR/ \ EX. 613 5HOWER 5EGT: 78 BL<: q LOT: 77 UP -1 CASE. Z EX. WINDOW ZONE: R-40 PROPANE TANK 4'-I I" E.X. .P. EXT KID CONTRACTORS: 3'-II" q'-3" UB 51N EXISTING T � 8'-2" � ,p 0 4 -7TANKLE55 BIOLER EX. o in EX. .2'-101:: u. EX. 6N6 inFGL EXISTINC7 x Ex BATHd f<ITGHENEX.4E w v– E.F. TO V J ROOMw ® EX. ROOM EXISTING X, EX. LAV - Ib-2CONCRETE i� X6� F.J. N S D EJC. NOUNDATION EX. (3) 1-3/4" X q-1/2"I LV ® I6 O.G. ( G.M. _ _ _ ff' STEPSEXTEREXISTIIOR L STEPSNG EX. C, =ic $0 GWB GEILING �EX. 1-3/4" X q-1/2 D1 dJ EL. le?'-55' ENGINEERS: EX. 3-I/2 ABOVE EX. AG -_' LVL HEADER 13 -i STEEL -f- `' UNIT HIGH POINT � � COLUMN � '�� ---_ I EX. (2) 2° O - - - - - - - - - - - - - - O O (TYP) SL DRS 4 S.D. `9 / m? O h EXI5TING J C.M. -�� G.M. \N / / X BASEMENT = BASEMENT h z o �- DINING / OPEN GWB GEIL-iN(S� w -1 z BED O -7 �j ROOM �� \ ABOVE X v Q r EL. 7' o° _ _ _ q R OM p / w K UP Up 13 W ® / 3'-4i:: Key Map: 2 —1 0o ol EX. AG EX. (2) TN210410 EX. EX. FN66061IR EX. 013 U u- p CONDENSOR DBL HUNG WINDOWS STATIONARY 5L DRS GASE. E.X. ,j EGRESS DR WINDOW LOCATION ? EXTERIOR OF 517E N 0 (� STEPS. EX. AG UINT - - - - - - - - - - - - - - - � Rd L- — — — — — — — — — — EX I ST I N6 BASEMENT PLAN EX I ST I N& FIRST FLOOR PLAN SCALE: 1/4 1'-0" (NO NORK) ALE: 1/4 = I'-0" (NO WORD) 2q'-4" olloN ='hz PROF. &M &MCEILING BATHROOMol a•vTR y' WB CEILING ROOF 28'-b" LOW POINT FIXTURES / —N EL. 7-2 . 00 - - - - - - - - - - — NEW E.F. LOW POINT -------r----T--- GWB CEILING r - GWB CEILING ,..., � IOD GF NEW (2) - PLLC �� a -IN -7 —Icy ARCHITECTURALDESIGNS I PROP. IPROP. I EL. W-II" = IDR i- IY U '0 EL. I II LAV. l 1 10 V � I WG' I EX. LIVING HIGH POINT PROP. in Q '00 HIGH POINT 4250 VETERANS HIGHWAY,5TE2040W HOLBROOK NY 11141 I I ry � QX = – EX. LIVING I I ROOM �� M. BATH Q w N � ROOM tel. ( 631 ) 31q-1041 fax (631 ) 31q-104q PR. U V CATHEDRAL p ROOM w N z X �, CATHEDRAL SECOND FLOOR I O CEILING S.D. i w I' CEILING S.D. X= G.M. G.M. G 0.�--•- I G o. �t =IN EX. P05T TO LOW WALL ,I� LOW WALL O X ® REMAIN. (TYP) DN V N p .t O uN DN - O -----r----r----------,--i - _ d Q -' w p S.D. I3 X V z v Q z OC PROP M. S.D. 13 U Q I EX. EX. WASHER I i IEx. Ex.. w v w n G.M. 14'-�:: w W v 3 w I BEDROOM G.M. 11 I I VAL. I LAV. I I lK.S. a.w. IEX. IEX. I I I I I LIGHT CAL05. BUILD LOW BBDROOM / J156 Room FULL HTO EIGHT OPEN UNI AG 10.88 s.f. (SRS) R :d ry WALL EI t` » aq FIR5T FLOOR I I j EX. - UNIT 12A s.F. Provided ' _ TO UN1 r _ -I BELOW No. Date Revision I , AIR GALGS. � - _ - - 136 s.f. Room — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5.44 s.f. (496) Req'd EX. AG Project Manager: EAB 11.8 51. Provided UNIT OIL Project Architect: ERIK A. BJORNEBY R.A. GWB CEILING j EL. 7'-I" EX. AG UNIT 10'-O" if LOW POINT r Project Designer: BASEMENT Drawn by: LJ5 EX. 014 EX. G14 EX. 614 EX. 614 EX G14 EX. 614 EX. G14 EX. 614 EX. 014 EX. C14 NOTE'HATCTO EXIST. CASE. CASE. CASE. CASE. CASE. GWB CEILING CASE. CASE. CASE. CASE. CASE. Checked by: EAB ® NEW PIXT11RE5.5 INVICArES GO. SANITARY WINDOW WINDOW WINDOW WINDOW WI1�OW EL. 7'-1" WINDOW WINDOW WINDOW WINDOW WINDOW Design No.: Date: SYSTEM LOW POINT PJ_IUME31 NG RISER D I AORAM EX I S I TNO SEGOND FLOOR PLAN DOB Job No. 05/23/21 m „ _ PROPOSED SEGONO FLOOR PLAN NOTE: 56ALE: N.T.S. SCALE. 1/4 1'-0" 4 CONTRACTOR TO VERIFY CONDITION SCALE: 1/4" = 1'-0" OF EXI5TING FOUNDATION AND NOTIFY ARCHITECT OF FINDIN65. REMOVAL NOTES LEGEND EXISTING WALL TO BE REMOVED I. DEMOLITION WORK SHALL BE IN STRICT CONFORMANCE WITH LOCAL AND 5. PERFORM THE DEMOLITION WORK IN SUCH A MANNER A5 TO PREVENT FIRES. 8. ALL EXISTING DUCTWORK, ELECTRICAL EQUIPMENT, ETC. IN AREAS TO BE EXISTING WALL TO REMAIN Drawing Title: STATE REGULATIONS INCLUDING ALL PERMITS AND UTILITY GUT-OFFS. REMOVE ALL ACCUMULATED DEBRIS PROMPTLY. DISPOSAL BY BURNING WILL DEMOLISHED SHALL BE PROTECTED AND RELOCATED AS REQUIRED EXIST. BASEMENT, FIRST FLOOR 4 NOT BE PERMITTED ON SITE. ALL DEBRIS SHALL BE DISPOSED OF OFF 51TE IN ACCORDING TO FIELD CONDITIONS. NEA WALL SECOND FLOOR PLANS, PROPOSED 2. PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE RECGllLATION5 LEGAL, WORKMAN LIKE MANNER. SMOKE DETECTOR/ CARBON MONOXIDE SECOND FLOOR PLAN, RISER OF AN51-NFPA 241-Ig15 BUILDING CON5TRUGTION AND DEMOLITION OPERATION q. PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE DEMOLITION USD• DETECTOR DIAGRAM, NOTES $ LEGEND 6. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCL. FIXTURES, WORK 15 BEING PERFORMED 4 AREAS WHICH ARE FINISHED OR ARE IN USE. 5. PROVIDE ALL TEMPORARY BARRICADES, RAILING5, LIGHTING, ETC.. FURNI5HING5 AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM NOTE: PROVIDE SMOKE DETECTION SYSTEM INTER LINKED TOGETHER Drawing Scale: A5 NOTED REQUIRED TO PROTECT THE WORKMAN, OWNER5 PERSONAL $ PUBLIC FROM 10. LEAVE EACH AREA BROOM GLEAN UPON COMPLETION OF WORK EACH DAY. A5 PER STATE CODE R313. LOCATED IN EACH SLEEPING ROOM DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE TAKEN OUTSIDE EACH SEPARATE SLEEPING AREA,AND ON EACH Architect: Drawing No.: INJURY DUE TO THE DEMO WORK. PROVIDE FREE $ SAFE PA55AGE of WITH SAME. ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AS ERIK A. BJORNEBY R.A. PERSONS TO $ FROM AREAS $ FACILITIES TO REMAIN. 11. REMOVE ALL INTERIOR FIN15HE5, IN AREAS TO BE REFINISHED 4 REPAIR THE PER CODE. 7. PROTECT AND MAINTAIN EXI5TING UTILITY LINES WHICH ARE TO REMAIN IN EXISTING SURFACE FOR APPLICATION OF NEW FIN15HE5 AS SELECTED BY 4. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAIN5T ARCHITECT OR OWNER. ��` ..a. ��C I-II T� A- 1 SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF THESE LINES. GAP �r a �'OR �,`` CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS ,��'�� f�NER �'�''5::,, WEATHER, RAIN, WIND, STORM, FROST OR HEAT- 50 AS TO MAINTAIN ALL WORK, ALL UTILITY LINES TERMINATED BY THE DEMOLITION WORK IN A MANNER SHALL BE INSTALLED IN BUILDIN65 AS REQUIRED IN ACCORDANCE WITH ,°�; 6, �" ` �` 12. PATCH ALL EXISTING FINISHES TO REMAIN THAT ARE AFFECTED BY SECTION 8152 FOR RESIDENTIAL BUILDINGS.CARBON MONOXIDE s — MATERIALS, EQUIPMENT AND FIXTURES FREE OF DAMAGES. REPAIR ANY APPROVED BY THE GOVERNMENTAL AUTHORITIES t UTILITY G0.'5 HAVING { DAMAGE TO PROPERTY OF THE OWNER WHICH 15 TO REMAIN IN USE, OR THAT ADJACENT DEMOLITION WORK. MATCH MATERIALS, COLORS, ETC.. TO THE DETECTION SHALL BE INSTALLED IN DWELLIN6JJNITS OUTSIDE OF EACH t JURISDICTION. SEPARATE AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.WHERE I t ; ua "^ OF ANY PERSON, OR PERSONS ON OR OFF THE 517E CAUSED BY THE SATISFACTION OF THE ARCHITECT +t_� '`;>'a rr A FUEL-BURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR ITS OWNER. C) ATTACHED BATHROOM CARBON MONOXIDE DETECTION SHALL BE ` Cb r DEMOLITION WORK WITHOUT ADDITIONAL EXPENSE TO THE OWNER. INSTALLED WITHIN THE BEDROOM.CARBON MONOXIDE DETECTION SHALL �2�,�4 ffi Sheets in Contract: BE INSTALLED IN SLEEPING VNIT5. `�µT_ �'` 2 oft