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HomeMy WebLinkAbout50880-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50880 Date: 6/27/2024 Permission is hereby granted to: Lesica D Irry Trt 275 Maier PI PO BOX 1657 Southold, NY 11971 To: legalize "as built" finished basement to existing single-family dwelling as applied for per NYS variance approval. At premises located at: 275 Maier PI, Southold SCTM # 473889 Sec/Block/Lot# 55.-6-24 Pursuant to application dated 4/4/2023 and approved by the Building Inspector. To expire on 12/27/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,480.00 CO -ALTERATION TO DWELLING $100.00 Total: $1,580.00 Building Inspector TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 w Telephone (631) 765-1802 Fax (631) 765-9502 htt :/lwww.sotitlioldtowan . �a Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only a PERMIT NO. Building Inspector: APR 0 3 ? ? i .. pP YIncomplete Applications and forms must be filled out in their entirety. applications will not be accepted. Where the Applicant is not the owner,an i li � t'D Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S) OF PROPERTY: Name: i � �-�� �`C SCTM # 1000- 6 4j' 2 Lf Project Address: .275- C LA174a4- Phone#: �j-/'6- �� � Email. r- 1 Ll� Mailing Address: l© �L/`7J�i��f� j r-- 97 CONTACT PERSON: Name: Mailing Address:a((� l7`i�( ��® - Phone#: 6 �44 ��� 3fc��� Email: d M LC-51"C4 e TOL-, c-o) DESIGN PROFESSIONAL INFORMATION: // Name: F !�� V� e�2 AI Mailing Address: � � Phone#: �l` Email: U-5 b7L CNA�C�-Fo Cps( CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION �i olitiort " � ��' Estimated Cost of Project: ❑Othertructure ❑Adio eration ❑I� ❑Dem 4 $ n ❑Alt 14 Will the lot be re-graded? ❑Yes NNo Will excess fill be removed from premises? ❑Yes)�'N0 1 i PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na L}6' �QSf)cV— ❑Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D. BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14, 2C� COUNTY OF ) -040149 S Le 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 day of , 20a� Notary Public PROPERTYAUTHORIZATION (Where the applicant is not the owner) residing at r 1��= C7�P d "c /�✓�c��' ✓1 �i� 7(3 do hereby authorize —1011"1 5 44F, \ to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature ate 11 Dj Power —1 'C Print Owner's Name 2 011 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD �C* Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: 1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: ��" �, °� �� i /l � Cross Street: Phone No.: N. Bldg.Permit#: email: �vr•� -���/� COL,, Tax Map District: 1000 Section: 5S Block: Lot: z BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: I 14YO Circle All That Apply: Is job ready for inspection?: B/YES 0 Rough In Final Do you need a Temp Certificate?: El YES 21WIssued On Temp Information: (All information required) Service Size m� Size; A # Meters Old Meter# O*ie"$@rviceDliwe ReconnectoFbod Reconnect 06ervice Reconnect❑winderground DOaerhead # Underground Laterals • • Frame Pole Work done on Service? •• ••• Additional Information: PAYMENT DUE WITH APPLICATION S S 94'WX78'H Framing Notes: CONDITIONS FROM NYS DEPARTMENT OF `STATE''-` I ----SLIDING DOOR -- 1 , y p g VARIANCE FROM THE NYS UNIFORM FIRE r -� - , The contractor is prior all measurements in the field and an discrepancies are to be brought to the attention ---- - of theEng►neerpriortQconstn,cti°"• PREVENTION & BUILDING CODE PETITION NO.: Jv�1� ,� 6 2024 I SCREEN PORCH ABOVE � g 2024-0040 AS FOLLOWS: Wood Framing ^TT ,p E ;; °" j I j 1. THAT ELECTRICALLY WIRED SMOKE ALARMS SHALL BE INSTALLED AND MAINTAINED" 34V X 78'H DOOR 1. All lumber is to be No.2 or better Douglas Fr Larch(N)with the following minimum specifications: THROUGHOUT THE BASEMENT IN ACCORDANCE WITH SECTION R314 OF THE 2020 1 1 , RESIDENTIAL CODE OF NEW YORK STATE AND CONNECTED TO SIMILAR DEVICES LOCATED I r 1 Fb=825 Psi THROUGHOUT THE MAIN LEVEL OF THE BUILDING. j 3!2' [ [ Fv=95 psi I I I I Fc perp=625 psi 2. THAT THE TWO MEANS OF EGRESS FROM THE BASEMENT SHALL BE MAINTAINED. I I E=1,600,000 psi l I I 1 3. THAT THE BASEMENT SHALL NOT BE USED FOR COOKING OR SLEEPING.THIS SHALL BE I I I I INSTALL CODE COMPLIANT RAILING 2 All Laminated Veneer Lumber is to have the following minimum specifications: STATED ON THE CERTIFICATE OF OCCUPANCY THAT IS ISSUED BY THE AUTHORITY HAVING 1 ( ( I I JURISDICTION IN THIS MATTER. I CEILING HEIGHT: - ( I _ i p _______________________________- 5-1012, I I -2900 S 4. THAT THE MAIN CENTRAL GIRDER BETWEEN THE TWO LALLY COLUMNS(THE T-4'SECTION) I TOILET PLATFORM ( I Fv=290 psi BE RAISED TO PROVIDE A MINIMUM 6'-0'HEADROOM ABOVE FINISHED FLOOR. l I I I Fc perp=650 psi l I UP E=2,000,000 psi 5. ALL BASEMENT PROJECTIONS BELOW 6'-4'SHALL BE MARKED OR TREATED WITH A I I CONTRASTING COLOR TO HIGHLIGHT THE LOW HEADROOM CONDITION. j I 3. All Laminated Structural Lumber is to have the following minimum specifications: I I 00 PTq 6. THE WALL AT THE BOTTOM OF THE PRIMARY STAIR SHALL HAVE AN OPENING TO ALLOW 10 I I WASH R DRYER Fb=2,800 psi PASSAGE THROUGH THE STORAGE ROOM. 1 ( Li Fv=290 psi - ------ N Fc perp=740 psi 7. ALL CEILING LIGHTING SHALL BE RECESSED FLUSH WITH THE CEILING. CEILING E=2,100,000 psi [ �G�'�� BASEMENT/STORAGE 8. THE BOILER EQUIPMENT SHALL BE ENCLOSED IN ONE HOUR FIRE RATED CONSTRUCTION I ----- LIGHT FIXT. w 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the followin minimums cations: WITH SELF-CLOSING CODE COMPLIANT OPENING PROTECTIVES AND SUITABLE DAMPERS IF I LINE OF UNHABITABLE MECHANICAL a g t NEEDED FOR MECHANICAL COMBUSTION AIR. 1 MASONRY STEPS �� CEILING _ z 1 ( ABOVE HEIGHT:6'-5' CEILING Fb=975 psi IHEIGHT:6'-7-1 "- Fv=175 psi9. THAT THE BASEMENT AND ITS STAIRWAY SHALL CONFORM TO ALL OTHER APPLICABLE EX 24'X 24'X12'PCREQUIREMENTS OF THE UNIFORM FIRE PREVENTION AND BUILDING CODE INCLUDING,BUT NO REBAR I FOOTING � Fc peril=E=1,600,000 00 psi psi NOT LIMITED TO,THE REQUIREMENTS FOR CARBON MONOXIDE DETECTIONS AND HANDRAILS. LALLY COLUMN PAINT WITH CONTRASTING COLOR ( N• W H 1 NEW 1 HOUR RATED SELF-CLOSING 1 ALL PROJECTIONS THAT ARE I of(3),TYP. CODE COMPLIANT DOOR NEW HOUR RATED WALL I BELOW 6'-4'CEILING HEIGHT IN 1 (SEE AIL ON THIS SHEET) 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailedlbctted in accordanceFoundation Notes: LIVING SPACE(TYP.) SK _ we manufacturer's s ons. N (3)13/41214� +(2)3/4'FP OR _10. peCrfiCatl 8 DROPPED GIR ER W8X2 STL BEAM FLUSH (- __ 6. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of EX(3)2X8 DROPPED GI DER cm connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors, the Engineer prior to construction. l I 2 T-4 ELECTRICALPANEL straps etc,are to be nailedlbofted in accordance with the manufacturer's specifications.CEILING NEW 30'DOOR FOR1. All concrete 3,500 psi after 28 days minimum• N CL STORAGE ROOM ------- HEIGHT:5'9' `' ACCESS Steel Notes: [ UNDER BEAM Z0 REMOVED2. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a 1a CEILING EX 24'X 24'X8'PC minimum of 3'below grade unless indicated otherwise. I l HEIGHT:6s FOOTING 1. All steel is to be ASTM Specification A-36 l o 7 NO REBAR 3. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. I LINE OF GARAGE ABOVE ------- N , STORAGE o 2. All bolted connections are to be made with A 325 bolts. Unacceptable soil is soil containing clay and/or organic material. ---------------------------------- ►- C7 C7 OPEN N J J TO 3. 1/7 web stiffeners are to be installed at all point load bearing points and over all column supports. OVE 6. All girder splices are to be made above columns. y, Design Loads: CEILING UP HUMIDIFIER HEIGHT:6'T 7. Steel is to be prime coated. -Roof-Live Load-30 psf Based on ASCE-7 and Pg=30 psf per Figure R301.2(5) 7. Steel fabricator to provide 9/16'diameter holes spaced at 16'o.c.staggered as necessary to enable steel to -Dead Load-15 psf be secured to wood plates to the top and bottom flanges and packing to the web as necessary. -Attic -Live Load -10 psf -Dead Load -10 psf -35! U -1 st Floor -Live Load -40 psf ALL CEILING LIGHT FIXTURES TO BE REPLACED -Dead Load -15 psf WITH RECESSED LIGHTING FIXTURES(TYP.) Design Criteria-NYS Residential Code R301.2.1.1 and uhTized the methods and procedures stipulated in Chapter 2 Engineered EXISTING BASEMENT PLA Design and Chapter 3 Prescriptive Design in the American Forest Frame Scale: 1/4"= 1'-0" and Paper and Two Family Dwellingation Wood nits-High Wind Ad tiontion anual for One and ASCE 7. DESIGN NO. UL U305 FIRE RATING: 1 HOUR STC RATING: 33 SOUND TEST- USG-151234 SYSTEM THICKNESS: 4-3W[121 MM] LOCATION: INTERIOR FRAMING TYPE: WOOD STUD(LOAD43EARMG) 16' 16" 16" 16" y [406 mml [406 mml [406 mml [406 mm] 4" Vent Thru Roof UNFINISHED STORAGE 2" 1 1/2" 1 1/2" 1 1/2" 2" 4" MAIN WASTE LAv. I v. - UNE w•C• I w SLOPE 1/4" SHOPER_FT.- r- -1 F.A.I. BASEMENT 3 3" 2 1 LEVEL ASSEMBLY REQUIREMENTS: C.O. GYPSUM PANELS: ONE LAYER 5/8'[15.9 M AI SHEETROCK®ECOSMART GYPSUM PANEL(UL TYPE ULIX-) WOOD STUDS: 2"X 4"[38 X 89 MM]WOOD STUDS,16-[4os MM]O.C. CONNECT TO GYPSUM PANELS: ONE LAYER 5/8-115.9 MMI SHEETROCKO ECOSMART GYPSUM PANEL(UL TYPE ULIX-) .APPROVED PLUMBER RISER DIAGR SANITARY SYSTEM REVISIONS Scale: N.T.S. 2 GENERAL WALL NOTES: 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. 2. FOR THE MOST UP-TO-DATE DETAILS,INCLUDING CONSTRUCTION VARIATIONS,REFER TO THE PUBLISHED DESIGN. 3. WHERE DESIGN NO.INDICATES TER,THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED4 ` ` SIMILARLY CONSTRUCTED ASSEMBLIES. 4. STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED N THE PUBLISHED ASSEMBLY. 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED N THE PUBLISHED ASSEMBLY. 6. PANEL ORIENTATION SHALL BE AS SPECIFIED N THE PUBLISHED DESIGN. Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education e j 7- FIRE-RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. Law,Article 145,Section 7209,for arty person unless acting under the direction of a licensed 8. FIRE-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS:INCREASE STUD DEFrT1, INCREASE STUD MATERIAL THICKNESS,DECREASE STUD SPACING,DECREASE FASTENER SPACING,INCREASE Professional Engineer,Architect,or Land S bearing INSULATION THICKNESS UP TO CAVITY DEPTH. ng urveyor i after an, flan ft any way.If an item the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land WHERE shall affoc to the item hbTff seal and the notati�on'Altered - 9. LABORATOACOUSTICAL RY TES DATA SIMILARLY CONSTRUCTED ASSEMBLIES. signature THE VALUES ARE BASF ON signature and the date of such alterations,and a spelt desa"on of the alteration. hislher 10. SOUND-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS:INCREASE STUD DEPTH, DECREASE STUD MESS PTOTHICKNESS,AVIY INCREASE STUD SPACING,INCREASE FASTENER SPACING,INCREASE Condon Engineering, E S T CA RESIDENCE �+(��''r /+�+ INSULATION THICKNESS UP TO cavrrY DEPTH.MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING. Scale:AS SHOWN P.C.P C 275 MAZER PLACE L[.I Y� '`u°' CLA 1.� o ,rF uscrwoax;..corew,w mrmwr®re� ISSUE S MWORMA-nort iRWUClIWT9aY•YAPOflEClS.@I(2E�,MO O}IBtOEL.QI PROFS�MiIS. • RECORD: USGCapwarm. �ns�'.r.•sipwar Ncnarr vEwswo ow aF m ' � U L U305 �' '� f SMw� .a� sE. ..,� . .a W-P-1-03 1755 Sigsbeee Road 971 Drawn by.JJC CNMQO,LWWIUSA pew rsareMv non�r oa' ®�c�auW co�er�onea .�wrtsw�rrn ae attituck, New York 11952 �'��� '��"���" �° 61�� (631)298-1986(631)298-2651 fax BASEMENT PLAN T. «, � m �� ,o�Z'11�2.PM Date:6/26/2024 www.condonengineedng.com