The URL can be used to link to this page

Home My WebLink About48512-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#: 48512 Date: 11/22/2022 Permission is hereby granted to: Anderson Florence ... _........... 715 Ships Dr.. _ a _ ... _............ _ ...... _ .m ....r ...m. ..� ...... . .... _............ . Southold, NY 11971 To: Additions and alterations to an existing single family as applied for. At premises located at: 715 Ships Dr , Southold SCTM # 473889 Sec/Block/Lot# 79.-3-32 Pursuant to application dated 9/16/2022 and approved by the Building Inspector. To expire on m 5/19/2024. Fees: CERTIFICATE OF OCCUPANCY $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $288.00 .......................— Total: $338.00 ... ........ .. —....._. �. Building Inspector 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 lett s://www.soul�holdtoNviiii y.gov Date Received IN]CATION F:"OR 1111:3U11ILDING PE R II ,r For Office Use Only r r PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete r applications will not be accepted. Where the Applicant is not the owner,an owner's Authorization form(Page 2)shall be completed. Date:9/13/22 OWNER(S)OF PROPERTY: Name:Florence Anderson SCTM# 1000-79,-3-32 Project Address:715 Ships Drive, Southold, NY Phone#: 631-235-2767 Email: mangia29@optonline.net Mailing Address:715 Ships Drive, Southold, NY 11971 CONTACT PERSON: Name: same as owner above Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:Robert I. Brown Architect PC Mailing Address:205 Bay Ave., Southold, NY 11971 Phone#:631-477-9752 Email: info@dbrownarchitect.com CONTRACTOR INFORMATION: Name: TBD Mailing Address: Phone#: Email; DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: OOther New Porch and Basement structural repair $ 25,000 will the lot be re-graded? ❑Yes RNo will excess fill be removed from premises? E)Yes N9:No ROPERTY"INFORMATION Existing use of property: Intended use of property: Zone or use district in which p ises is situateA: Are there any covenants and restrictions with respect to 1 this property? ❑YesA No IF YES, PROVIDE A COPY. ❑ Jieck Box After IIG dh1 g: 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 Glass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ut or zeds Agent El Owner Signature of Applicant:,,, Date STATE OF NEW YORK) SS: COUNTY OF fSd)� �� ) being duly sworn, deposes and says that(s)he is the applicant (Name f 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 � 2 ?� day of 2f=P em�X' , 202 otary Public TRACEY L. DWYER PROPERTY �� NOTARY PUBLIC, l SAI"L=OF NEW YORK NO.01 DVV6306900 QUALIFIED IN;;UFFOI_K COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2Ddk .�` residing at �- do hereby authorize � it 9.A61L-tto apply on my behalf to the Town of Southold Building Department for approval as described herein. v 7�-I-- Owner's Signature I Daie Print Owner's Name I 2 7 A55e,5SOR3 It tc)- ISSUES/REVISIONS 18"x 18"x 12" D FOOTING AT I 1 N MIN. 3' BELOW GRADE ON UNDISTURBED SOIL -5 12" I I " 10"0 CONCRETE 50NOTU13E I: I 9„ �' HANDRAILS TO CODE -� (2)J"x G" -- `i/J . (2 2x 0° `�-�i j Lam/ +_ I " I I I I + 0: i i i i i i i �i i i i i l l l l i i l l i i i l l i iiI NEW ECK I I I I I I I �I I I I I I I I I I I I I I I I I I I II N J__ -�__I�J- 1_� I _1. 1�1.� I 1-ly,l _ I�_- I -1 1 I STEP EXISTING HOUSE EXISTING HOU ( UP U" FOYER 0 I GARAGE Z _ F_ 7 In i x , LLJ I I I 3.5"x 3.5'STEEL POST WITH G"X G"X 114"STEEL PLATE WELDED TOP AND BOTTOM - 2=2_ (2) 1.75"X 1 1.25' 2.0E MICROLLAM � I C. p 1 J BELOW EXISTING JOISTS 2P.. I N N O c9 3.5"x 3.5"STEEL POST WITH G"X G'X 114"STEEL PLATE WELDED TOP AND BOTTOM N u� 9'-3 112" 12" - -- - - - - - - DINING ROOM � (2) 1 .75"X 1 1.25" 2.0E MICROLLAM O BELOW EXISTING JOISTS 0 ',Alt11)OVV`SCAT 4 CIJ`ST DECK FOUNDATION FLAN BA S E M ENT REPAI R PLAN FIRST FLOOR PLAN EXISTING ARBOR COVERED DECK EXISTING EXCEPT A5 NOTED EXISTING ExCEPT AS NOTED SCALE : I/4"-I'O" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL SCALE : 114"=1'0" BE PROSECUTED 2022 ALL RIGHTS RESERVED S 111 PIS DRI \ /E U IS A VIOLATION THE LAW FOR ANY PERSON, GENERAL CONSTRUCTION v NLESSACTING UNDER THE DIRECTION OFA RESIDENTIAL GENERAL NOTES I. PROVI DE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECE55AKYTO I O" 91 TO LICENSED ARCHITECT,TO ALTER ANY ITEM ON COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR ''] �/ THIS DRAWING IN ANY WAY.ANY AUTHORIZED MISC. GENERAL NOTES REASONABLY IMPLIED AS NECE55ARYTO COMPLETE THE WORK. N 340 2 / I 2011 E 138. 9 21 ALTERATION MUST BE NOTED,SEALED,AND 1. THI5 PROJECT 15 THE DECK ADDITION TO AN EXISTING SINGLE FAMILY5EA50NAL COTTAGE, AND 2. FRAMING ELEMENTS: NORTH RTh DESCRIBED IN ACCORDANCE WITH THE LAW. FRAMING REPAIR TO EXISTING FIRST FLOOR, CLASSIFIED AS R-I. A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR BETTER. ROAD TO 2. THE PROPOSED HEIGHT OF THE STRUCTURE A5 DEFINED BY THE BUILDING CODE of NEW YORK STATE B. ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS, AND SHALL BE INSTALLED, CUT / Robert I. Brown 2020 WILL BE 24'-7" (UNCHANGED). AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. BA I VIEW Architect P.C. 3. THE TYPE OF CONSTRUCTION 15 TYPE V (B). C. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNESS AS INDICATED. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK D. ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNE5. 20 BayAve. Green Ort NY STATE, 2020 EXISTING BUILDING CODE of NEW YORK STATE, AND THE AF 1 PA WOOD FRAME E. ALL HEADERS 6-O' AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0"AND OVER WITH - 1n 0 l Ave. r eepp rt N TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MIN. OF(2)2"x8"OR AS SHOWN ON DRAWING. CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. F. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 OR 631-477-9752 5. DESIGN LOAD CALCULATION ARE BASED ON: AS NOTED @ 8'-0"O.C. MIN.. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. LIVE LOAD: AS PER TABLE R301.4, BUILDING CODE of NEW YORK STATE 2020. G. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.)OR AS NOTED ON DRAWINGS. \\ DEAD LOAD: CALCULATED A5 PER R30 1.3 AS PER BCNY5 2020. H. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL SNOW LOAD: 20 PSI GROUND SNOW LOAD (AS PER FIG. 8301.2(5) BCNY5 2020. CONNECTORS BY"SIMP50N"OR APPROVED EQUAL. O I. NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. ALL _ ,1 0,"; WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST. 2"xG"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. �y�� SEE ATTACHED NAILING SCHEDULE. LOCATION LIVE DEAD DELECT LIMIT J. PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES AND Gd NAILS @ 12"O.C. LOT I I Q K. ALL INTERIOR AND EXTERIOR FIN15HE5 TO BE SELECTED BY OWNER. P POSED DCi�j ! ST.FL. 40 LB. 12 U3G0 3. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 2ND.FL. (SLEEP AREA) 30 LB. 12 U3G0 4. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/f PA WCFM-1995.(SEE NAILING p f �`� = ATTIC (NON STORAGE) 20 LB. 10 USCHEDULE) s3GO _.� I L- o SITE PLAN y EXISTIN10U5d ROOF 20 LB, 15 U3G0 Q �: rn BASED ON SURVEY BY: VAN TUYL SON G, THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, DATED: OCT. 4, 1972 TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS INCLIMATIC AND GEOGRAPHIC CRITERIA ` T Ip AND ARCHITECTS OBSERVATIONS CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES, NOR ANY MERCHANTABILITY OF FITNESS GROUND SNOW LOAD 20 PSF (PER FIG. 1608.2 BCNY5 2020 O [b ZONED: R-40 FOR A SPECIFIC USE EXPRESSED OR(IMPLIED IN THE USE OF THESE PLANS. WIND SPEED (ULTIMATE DESIGN) 130 MPH (PER FIG. I GO9.3(1) BCNY5 2020 - - 5CTM No. 1000-79.-3-32 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE SEISMIC DESIGN CATAGORY B (PER SECT. I G 13 BCNY5 2020 AREA: 21 ,998.8 5F (0.5 1 AC) CLIENT/OWNER DRAWINGS. FOLLOW DIMENSIONS ONLY. WINTER DESIGN TEMP I IT (PER TABLE N 1 101.2) rn EXISTING ARBOR COVERED DECK _ 8. CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR FLOOD ZONE N/A (PER FEMA MAP) ------------------ ANDERSON RESIDENCE DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS FROST LINE DEPTH 3G" SHIPS DRIVE NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO WEATHERING PROBABILITY SEVERE (PER BCNY5 2020 LOT 13 (�j LOT COVERAGE: 715 COMPLETE THE WORK. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) EXISTING HOUSE AND DECKS: 2,385.7 51' SOUTHOLD, N.Y. 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS PER TABLE 1 607.1 BCNY5 2020 (rr�ll PROPOSED FRONT DECK: 220.0 5F AND SPECIFICATIONS. ROOMS OTHER THAN SLEEPING 40 PSI W 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF SLEEPING ROOMS 30 PSI TOTAL: 2,605.7 SF PROJECT TITLE OCCUPANCY. ATTICS WITH LIMITED STORAGE 20 PSI 2,GO5.7/ 21 ,998.8 = 11 .8% ATTICS WITHOUT STORAGE 10 P51 NEW PORCH DECK DEMOLITION STAIRS 40 PSI 1. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR 0 BASEMENT REPAIR INSTALLATION OF NEW YORK. 2. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS OTHERWISE NOTED. NAILING SCHEDULE 3. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR DRAWING TITLE DEMOLITION AND CONSTRUCTION. ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) BASEMENT &FOUNDATION PLAN 4. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOKUP, REMOVAL, OR CAPPING OF EQUIPMENT JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING FIRST FLOOR PLAN A5 NECESSARY. SITE PLAN FLOOR FRAMING NOTES J015T TO SILL,TOP PLATE TO GIRDER(FOE-NAILED) 4-8d PER J015T BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END C BLOCKING TO JOIST(FOE-NAILED) 2-8d EACH END "< SCALE FROM TABLE N 1 102. 1 .2 (8402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK ^ �L I , , r JULY><4,ioia 1/4' LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH JOIST I ,4O "O e i DRAWING NO. GLAZED BA5EMENT 5LA5 CRAWL JOIST ON LEDGE TO B - EAM (TOE-NAILED) 38d PER J015T I 011 W N/O/F REESE c CLIMATE FENE5TRATION SKYLIGHT CEILING WOOD FRAME MA55 WALL FLOOR GO OI FENESTRATIN WALL PI-VALUE SPACE WALL BAND J015T TO J015T(END- 3-1 Gd PER J015T ZONE U-FACTOR U-FACTOR SHGC R-VALUE WALL R-VALUE R-VALUE R-VALUE R-VALUE DEPTH R-VALU - E C. - BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT J 4 0.32 0.55" 0.40 49 20 OR 13+5 8/ 13 19 10113 10,2FT 10/ 13 ISSUES/REVISIONS Lii NEW DECK FI N.FLR. 2x P.T. JOISTS 4"x 4' DECKING — 4"x 8" AZEK TRIM BOARD NORTH WEST (F R O NT) ELEVAT 10 N 2"x 10"PRE55URE3 TREATED JOIST SCALE: 1/4"=1'0" G"xG" PRESSURE TREATED P05T 51MP50N PBSGG P05T BASE d p d 10"0 POURED CONCRETE d 50NOTUBE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE a ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED Q a ° 18"x 18"x 12" POURED REINFORCED CONCRETE FOOTING 2022 ALL RIGHTS RESERVED 4 ° a SIZE FOOTING AND PROVIDE REINFORCING ACCORDING TO rrISAVIOLATIONOFTHE LAW FOR ANY PERSON, °a O - zo OFOUNDATION PLAN UNLESS ACFING UNDER THE DIRECCION OF A LICENSED ARCHiTECP,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE V9M THE LAW. DECK FOUNDATION DETAIL Robert I. Brown SCALE : I"=I'0" Architect, P.C. 20 Bay Ave. Greenport NY into@ribrownarcbitect.com 631-477-9752 r y ��y CLIENT/OWNER ANDERSON RESIDENCE 715 SHIPS DRIVE SOUTHOLD, N.Y. PROJECT TITLE NEW DEC NEW PORCH DECK FLOOR DECK DRAWING TITLE 1^ ELEVATIONS SOUTHWEST (LEFT ) ELEVATION DETAIL SCALE : 114'=I'0" SCALE JULY 14,2022 NOTED DRAWING NO.