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HomeMy WebLinkAbout47220-Z oOSOFFU(�G Town of Southold 11/16/2022 y�41 P.O.Box 1179 w t� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43590 Date: 11/16/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1150 Terry Ln., Southold SCTM#: 473889 Sec/Block/Lot: 64.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2021 pursuant to which Building Permit No. 47220 dated 12/13/2021 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: accessoryygarageas applied for. The certificate is issued to DiCarlo,Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED th ri ed ignature O�suf�ot,��o. TOWN OF SOUTHOLD - -- �� BUILDING DEPARTMENT y Q, TOWN CLERK'S OFFICE o • �, SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47220 Date: 12/13/2021 Permission is hereby granted to: DiCarlo, Patricia 3 Driftwood Ct Shoreham, NY 11786 To: Construct new accessory garage (in like, in kind of existing fire destroyed) at existing single family dwelling as applied for. At premises located at: 1150 Terry Ln., Southold SCTM #473889 Sec/Block/Lot# 64.-3-13 Pursuant to application dated 11/16/2021 and approved by the Building Inspector. To expire on 6/14/2023. Fees: ACCESSORY $300.80 CO-ACCESSORY BUILDING $50.00 Flood Permit $100.00 Total: $450.80 Building Inspector LiSOUIyO 220 1 � - n �# TOWN OF SOUTHOLD BUILDING DEPT 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: M(3 c c ovw G DATE INSPECTOR d a0P SOUTy�# TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULA ION/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: (0y DATE INSPECTOR Robert I. Brown Architect, P.C. AUG 0 3 2022 205 Bay Avenue,Greenport, NY 11944 gUI�11,;vOEPT info@ribrownarchitect.com TOWN OFSOUTHOLD 631-477-9752 02 August, 2022 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold,NY 11971 Re: DiCarlo Residence 1150 Terry Lane Southold,NY 11971 SCTM: 1000-64.-3-13 Building Permit No. 2D Dear Mr. Verity, This letter is to confirm that based on the site inspection conducted on Tuesday August 02nd 2022 of this project by my staff under my supervision, and to the best of my knowledge, belief and professional judgement,the wood framing of the walls and roof structure as installed complies with the submitted plans and applicable building codes. If you have any questions, or require additional information, please feel free to contact me. Thank you for`your attention to this matter •D QAC y S y634� P� ���IVF Sincerely, Robert Brown,A.I.A. FIEI;D: NSP .GO� RPR'T•. T?ATE.:; CO.MMEN' FOUNDATTON:(1ST): �J y -------------- .FOUNDATION::(2ND);. ,ROUGH.F.P-AK NG;B y PLUMBING: . INSULATION.pR STATE ENRGI'CODE I . . �.. .. A�ION�L C:��'�'�• NTS�. � �' 00 -el : . ' -3- 22 ':fir � . • � � . 0 0 all X o�uf at.rc o� I& TOWN OF SOUT>EIOLD—BUIL,DING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 �y�Pl goo Telephone (631) 765-1802 Fax (631) 765-95021ittps://www.southoldtownn Rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® (� n PERMIT NO. "/ Building Inspector: NOV 16 2021 Applications and:fo-rms must,bd filled Out in their entirety;Incomplete_ BUILDING DEPT. applicationsvill.not-be accepted. Wl e're the Applicant is notAhe owner,:an: ToWN OFSOUTHOLD Owner's Authorization form(Page 2j shall be com6leted.n Date: 01 NOVEMBER 2021 0 NER(Sj"OF"PROPERTYc Name:JOHN DiCARLO SCTM # 1000- 64. - 3 - 13 Project Address: 1150 TERRY LANE SOUTHOLD,NY 11971 Phone#: 63'.1-275-6822 Email: Mailing Address: 3 DRIFTWOOD CT. SHOREHAM,NY 11786 CONTACT PERSON: Name: ROBERT I. BROWN ARCHITECT P.C. AND AGENTS Mailing Address:205 BAY AVENUE GREENPORT NY 11944 Phone#: 631-477-9752 Email: INFO RIBROWNARCHITECT.COM DESIGN PROFESSIONAL INFORMATION: Name: ROBERT I. BROWN ARCHITECT P.C. AND AGENTS Mailing Address:205 BAY AVENUE GREENPORT,NY 11944 Phone#: 631-477-9752 Email: INFO@RIBROWNARCHITECT.COM CONTRACTOR INFORMATION:. Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED"CONSTRUCTION ❑New Structure ❑Addition ❑Alteration RRepair ❑Demolition Estimated Cost of Project: [il0ther REBUILDING STRUCTURE IN KIND THAT WAS DESTROYED IN FIRE $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY,INFORMATION - Existing use of property:SINGLE FAMILY RESIDENTIAL Intended use of property:SINGLE FAMILY RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to MIT-- this property? ❑Yes ©No IF YES, PROVIDE A COPY. ® CheC1C 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,Bullding Perm1t pursuant to the Building Zone Ordiriance.of the"Town of Southold;Suffolk,County;New Vo-k and other applicable Law's;Ordinances er Regulations,for the construction of buildings " additions;alterations or�for removal or demolition as herein described.The applicant agrees to comply`with all applicable laiivs;ordinances,building code; housing code and regulatioris.aod to admit authorised inspectors,on-premises and in"buildmg(s)for.necessary'"irispections False statementsnmade herein are punisfiable as,a Dass A misdemeanor pursuant to"Section 210.45"of the New York State Penal Law: Application Submitted By(print name): RYAN SIDOR (AS AGENT) @Authorized Agent ❑Owner Signature of Applicant _ Date: 15 NOVSr46dL 2.0-L% CONNIE D.BUNCH STATE OF NEW YORK Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14, 2U"� 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 lsq�day of NW6%L164 ,20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at 0 ( , ROBERT 1.BROWN ARCHITECT P.C.AND ITS AGETNS do hereby authorize to apply on :my beha f to the Town of Southold Building Department for approval as described herein. o Owner's Signature Date Print Owner's Name 2 P- II J II IL �� ' :J 1301 NG DEPARTMENT- Electrical Inspector OCT 1 1 7.022 TOWN OF SOUTHOLD o Town Hall iocn11 nex - 54375 Main Road - PO Box 1179 _y T01;"I. , Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr(absoutholdtownny.gov— seand(a)_southoldtownny:gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3 -JN Company Name: � r C c L Electrician's Name: License No.: Elec. email: e <IC o e �1ci Elec. Phone No: 9'-- I request an email copy of Certificatd of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: cL�fl �. �w C a , ✓���` Address: l 5� err Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): V 1✓t X esu, 4j 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 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame 0 Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION pc�_`Ck BPS �-J -Z2-G �c.C4+ 18-7 5 BUDI. DING DEPARTMENT- Electrical Inspector 01I TOWN OF SOUTHOLD o =` Town Hall Annex - 54375 Main Road - PO Box 1179 t TO Southold, New York 11971-0959 ®411 p�� Telephone (631) 765-1802 - FAX (631) 765-9502, rogerr(aD_southoldtownny.gov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Woo, Electrician's Name: Co, License No.: �j 10 e j a Mia Elec. email: Elec. Phone No: ( 1- '- I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION /(All Information Required) Name: �.� �� v �w ' h ✓���` Address: Cross Street: Phone No.: /!, 'I",J -7 Bldg.Permit #: VZ22 e;� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Z✓1 de�_ �ee, cs1�j - Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size F11 PhF-]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect[-]Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 FJ2 M H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 40+ 102-13-7 qo PERMIT# Address: Switches siqkk'(000", G F I's Surface �) Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Haveef Used Special: Comments :,dam r ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREEN PORT, NY 11944 631-477-9752 FAX 631-477-0973 info@ribrownarchitect.com Transmittal Date: Oq btUfneER r 2011 To: So�sTNoI.D-RxaN bvl�Dr►.►(r �EP7. Re: `4u1�Dt►.)C, P�N►�T RPPuc.Ktlo>a - Fo(t: -_ SO%V { PMic iA D.GA(?.tO IX-50 1-UMI LAWS so rMcw,ul I let')1 $C7M 4 1000 - foy. -3- 13 REv�Stii1 �RAv11.�GS SNcw�N(, I-HR Fi(tE Q.ATIt.)G p EC EE WqE DD " DEC 'A 0 2021 Thank you, BUILDING DEPT. TOWN OF SOUTHOLD RIBAPC ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREEN PORT, NY 11944 631-477-9752 FAX 631-477-0973 info@ribrownarchitect.com Transmittal Date: 15 NO'JF-m E(1'. 2 D02.1 NOV 1 6 2021 TO. SoaTkT. Orl.0"CbWN dutl.D�NG 4e1� TOWN OFSOUTHBUILDING DEPT Re: eumip& Peomcr AW-tGAMOM Fol: SotIN+ ?ATQ%uA O.GARIA 110 ?ERRY LANE S*JTkcLb,M 11971 54TM: 1000 - 64.- 3- 13 PERm%T APPLILAmmi (I) copy 5"a-vey - (y) 'SEt9 o f PLA 145 Thank you, RIBAPC S.C.T.M. NO. DISTRICT: 1000 SECTION: 64 BLOCK: 3 LOT(S): 13 ®BA'r AVE LAND N/F OF DWMD LLC O O PROPOSED GARAGE O I TO BE CONSTRUCTED IN O PLACE AND SIZE OF FIRE DAMAGED GARAGE I I 2.0' � s 6802'00" E 100.00' PIPE , 2.0' ✓ ii 20.4'/ ii 0 �iiii�� ✓ ✓I! EXISTING ASPHALT DRIVEWAY .-. ii ✓ i � � ✓ ✓ •o i p U.P. I ii ✓ i ✓ ilii 78' 1 ✓ i ✓ ✓ i ✓ ✓ ✓ � L o 2.0'W � 0.8'W I 4' CHAINLINK FENCE I v ZONE AE(EL 6) X U w I � z Q I Y W.M. ! U O I CLi Z m Y I 30.8' z I 28.4' cU I Y I .5' zo m I U o I w C� BILCO Uw LAND N/F OF INGROUND FOUNDERS LANDINIG POOL 1 1/2 STY o WOOD BOAT YARD LLC Io FRAME DWELLING PLAT. I #1150 1 1.9'W I WOOD z \ DECK --_- \ Q Y. /' DRAIN DRAIN i i \ BALCONY 1O i \ 22.4' L w ENT. I o \\\� -----`--TE�WAVE ACTION o o LIMIT OF MO BOUNDARY O O W Y N U 0 O "En o N CN w ✓ o ao J ��� CONC. � m tV WOOD DECK M.H.W. Q �\ z Q ZONE AE(EL 6) POLE / 1.5'W 1 - -FLOOD ZONE_80UNDARY K EAD ----- WOOD N 69036'45" W 100.02' po STEPS TIE LINE ALONG MHW/BULKHEAD o M H w ZONE VE(EL 8) m TOWN CREEA . THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FEMA MAP#36103CO166H AND OR DATA OBTAINED FROM OTHERS. AREA: 17,600.00 SQ.FT. or 0.40 ACRES ELEVATION DATUM: ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY OFNEtIr CERTIFIED TO: .PATRICIA DICARLO; MAP OF: `P �N M yo C FILED: ��� 0 4, c SITUATED AT:SOUTHOLD Y ' 7 — o TOWN OF:SOU THOLD 0-\ KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 1., 05o882 J�J Professional Land Surveying and Design Q P.O. Box 153 Aquebogue, New York 11931 FILE # 221 -170 SCALE:1"=20' DATE: SEPT. 10, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N. Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk 96914 ISSUES/REVISIONS RESIDENTIAL GENERAL NOT-5 MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA I.THIS PROJECT 15 THE CONSTRUCTION OF A ONE STORY GARAGE,TO BE REBUILT IN KIND ON AN GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 Bc'4.CNY5 2020 Fire separation THIS LOT,ZONED AS M II. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(1)BCNY5 2020 SEISMIC DESIGN CATAGORY B (PER SECT. 16 13 BCNYS 2020 t`eduireds per 2.THE PROPOSED HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK STATE 202015 16'-3' WINTER DESIGN TEMP I 1°F (PER TABLE N 1 101.2) 3.THE TYPE OF CONSTRUCTION 15 TWE V(B). FLOOD ZONE WA (PER FEMA MAP) NYS S Cody APPROVED AS NOTED 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK FP05T LINE DEPTH 36' STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF 4 PA WOOD FRAME WEATHERING PROBABILITY SEVERE (PER 15CNYS 2020 /✓'d/ DATE: B.P.# 7ao R7TMN STORM ,, 1 CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) � � ATER Ri.li�\TIFF �c.{5��� 5.DE51GN LOAD CALCULATION ARE BASED ON: PER TABLE 1607.1 BCKYS 2020 R n p LIVE LOAD:A5 PER TABLE 8301.4,BUILDING CODE of NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 PSI URS �/',f�(T TO CF{APTER 236 FEE. DE DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNYS 2020. SLEEPING ROOMS 30 P51 OF THE TOWN CODE. NOTIFY BUILDING DEPARTMENT AT SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)BCNYS 2020. ATTICS WITH LIMITED STORAGE 20 P51 765-1802 8 AM TO 4 PM FOR THE ATTICS WITHOUT STORAGE 10 P51 WIND EXPOSURE CATEGORY'C",FOR 130 MPH 3 SECOND GUST. 5TAIR5 40 P51 FOLLOWING INSPECTIONS: 1. FOUNDATION -TWO REQUIRED I ST.FL. 40 LB. 12 LOCATION LIVE DEAD Dt1ECT LIMIT Ems3 zo 1 4- � FOR POURED CONCRETE U360 C 9? r �oUGH : FRAMING & PLUMBIr 2ND.FL.(SLEEP AREA) 30 LB. 12 U360 NAILING SCHEDULE `•'!1��•��►.�,� �, ' ) ; ATTIC(NON STORAGE) 20 LB. 10 U360 (PER AF*PA AMERICAN WOOD COUNCIL WFCM FOR INSULATION ROOF 20 LB. 15 U360 ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) � �" `• +�• '� :E� 4. FINAL CONSTRUCTION MUST JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING t To'�:*j r r�,l�„" BE COMPLETE FOR C.O. 6.CHEQUES,SEQUETECT CES,ORPROCEDURES,ORF F;THFETYPR PRECAUTIONS PROGRAMS FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENESTKATION REQUIREMENTS BY COMPONENT ALL CONSTRUCTION SHALL MEQ TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER THERE ARE NO WARRANTIES,NOR ANY MEPCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST 24'-6� REQUIREMENTS OF THE CODES G� :tit,V OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH IAP - - - - - _ YORK STATE. NOT RESPONS!BLC ' OR CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP GLAZED BASEMENT SLAB CRAWL - - 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR DESIGN OR CONSTRUCTION ERRORS. DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE FENE5TRATIN WALL R-VALUE 4 SPACE WALL BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END ZONE U-FACTOR U-FACTOR R-VALUE WALL R-VALUE R-VALUE R-VALUE _ 8.CONTRACTORS)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END 5HGC K-VALUE DEPTH R-VALUE I -- DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS WALL FRAMING NOTED.CONTRACTOR SHALL FURNISH ALL LABOR SCAFFOLDING,AND TOOLS NECESSARY TO TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT 4 0.32 0.55 0.40 49 20 OR 13+5 5/ 13 19 10/ 13 10, 2FT 10/ 13 COMPLETE THE WORK. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOIST EA.51DE I I I ( r?P n07) 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS i _,i 9 Y STUD TO STUD(FACE-NAILED) 2-16d 24'O.C. `✓ !°v i AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGES 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVAL5 AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-16d PER 2x4,2xG,2x8 RESPECTIVELY OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, r' DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-16d PER FOOT C ! ..�EL 'OUT OE 'Pl - ,TE 1. CONTRACTOR SHALL REMOVE ALL REMAINING DEBRIS AND CONCRETE. FLOOR FRAM ING J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4$d PER J015TI I } L� f nY BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END n FOUNDATIONS 4 4" 1.ASSUMED SOIL BEARING CAPACITY, 1,500 Ib./S .Ft. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END L 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 Psi.-28 DAY TEST. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH J015T / 8" POURED CONCRETE J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PEP,J015T FOUNDATION WALL w/#5 REBAR GENERAL CONSTRUCTION BAND J015T TO J015T(END-NAILED) 3-1 Gd PEP,J015T IN EACH DIRECTION 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR ROOF SHEATHING / I I 8'X 16" POURED CONCRETE 4° POURED CONCRETE SLAB I I COMPLY W C H ALL CODES OF REASONABLY IMPLIED AS NECESSARY TO COMPIETE'Tt1E WORK. 5TRUCURAL PANELS 8d (TABLE 3.8) // w/Gx6 W.W.M. " 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. Zr FOOTER w/#5 REBAR IN EACH N NEW YORK ST '',TE & TOWN CODES 3.INTERIOR TRIM SHALL MATCH EXISTING. DIAGONAL BOARD SHEATHING / ,(I DIRECTION. MINIMUM 3'-0" 4.FRAMING ELEMENTS: I'xG'ORI'x8' 2-8d PER SUPPORT / PROPOSED GARAGE 0��7 I I I I AS REQUIR ND CONDITIONS OF A.ALL FRAMING WMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 I"x I O'OR WIDER 3-8d PER SUPPORT /j TO BE CONSTRUCTED LN BELOW GRADE ON OR BETTER. PLACE AND SIZE OF FlRE DAMAGED GARAGE UNDISTURBED 501E B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT CEILING SHEATHING ?.0• �1 I I I I _So.,THOLD TOWN ZBA AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. GYPSUM WALLBOARD 5d coolem 7"EDGE/10'FIELD 2 �•1 C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. WALL SHEATHING t7' 14No SOUTHOLD TOWN PLANNING BOAM D.ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR,EXPOSURE 1,3/4"MIN.THICKNE5. STRUCURAL PANEL 8d (TABLE 3.9) /// .0 �F E.ALL HEADERS 6'-0"AND OVER SHALL BE 5UP'ORTED WITH DOUBLE UPRJGiT5,9'-0"AND OVER O / FIBERBOARD PANELS //•20 - S' 'yo (( O,� SOUTHOLD TOWN TRUSTEES WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8"OR AS SHOWN ON DRAWING. 7/1 6' 8d 3'EDGE/6'FIELD O /// 4 C F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 �8, ^� / // // OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. 25/32' 8d 3'EDGE/G'FIELD b / ///j// �p GYPSUM WALLBOARD 5d cooler5 7-EDGE/ 1 O'FIELD // // / o O� 00 p�]� OO I I N.Y.S.DEC G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR A5 NOTED ON DRAWINGS. ~� / H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR A5 NOTED ON HABDBOAP.D 8d (TABLE 3.9) DRAWING. PAPTICAL130APD PANELS 8d (TABLE 3.9) // /// /�ti �. O OPENINGS FOR GARAGE DOOR , I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL DIAGONAL BOARD SHEATHING / /// // O I I 1 I CONNECTORS BY'5IMP50N'OR APPROVED EQUAL. 1'x6'OR 1'x8" 2-8d PER SUPPORT / / I 8'-O" 8'-0" J.NAILING SCHEDULE SHALL BE AS PER BUILDING ODE of NEW YORK STATE 2020 AS A MINIMUM. IN 10'OR WIDER 3-8d PER SUPPORT // // GALVANIZED. SEE ATTAALL 2'xG'STUDS SHALL CHED NAILING SCHEDULECEIVE(5) 1 Oct NAIL5 . SIIl AND PLATE.ALL EXTERIOR HAILS SHALL BE FLOOR SHEATH ING �� �� /// ///// �ph'A /ST/Nc O0DOS I „» �^-^P" R .' "! 't%Jr!3 K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGE5 AND Gd NAILS @ 12' 5TRUCURAL PANELS `� r' ~ O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. I'OR LE55 8d 6'EDGE/t 2'FIELD L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. GREATER THAN I' I Od 0EDGE/6'FIELD C/igj p/p L M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE DIAGONAL BOARD SHEATHING - TWE CONNECTORS BY"51MP50N'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATION5,PROVIDE I"x6'OR 1"x8" 2-8d PER SUPPORT HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. IN 10"OR WIDER 3-8d PER SUPPORT 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GA5,IMPACT RE515TANT AS / REQUIRED. INDICATEDC.LOAD PATHS APE BY SECTION 7.ON ECTIONS SHALL BE BI T IN ACCORDANCE 10�F E%TTH AN51/AF/4 PA WCFM-1995.(5EE NAILING SCHEDULE) qF GARAGE FOUNDATION PLAN 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS:iHALL BE EPDM OR APPROVED RUBBERIZED / / �F� s 20W t_O Up of NOVEMBER,2021 MEMBRANE. 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKET5 SHALL 3E ALUMINUM. 10'.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT 60g71 eRS /A OF l 4, ~ SCALE: 114" = I'-O" 28 OCTOBER,2021 STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTER5EMON OF ROOF AND CHIMNEY,AND ROOF AND WALLS. ((C F' / 2Q4, lV I 1.INSULATION SHALL BE BATT INSULATION OF THICINE55 INDICATED ON THE DR4WING5 AND SHALL BE 2-1/2 Ib. DENSITY FIBLA ER-GSS 13ATTS CONFORMING:TO THE SPECIFICATIONS FOP,PRE-FORMED FIBROUS l / pOOUNO GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER O( THESE PLANS ARE AN INSTRUMENT OF SERVICE INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. / O AND ARE THE PROPERTY OF THE ARCHITECT. 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. I M 13. NEW HARDWARE SHALL MATCH EXISTING. 14.GYPSUM BOARD SHALL BE EASED EDGE TWE,CONFORMING TO ASTM C36,AND SHALL BINFRINGEMENTS WILL BE PROSECUTED E I '5HEETROCK SW"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE I/2" ( I I I 2021 ALL RIGHTS RESERVED 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR 0 000 ti "I�IJ� �,� /1 CORNERS SHALL HAVE METAL CORNER BEADS. FC/C �(� #/�wF(V V �[��r FINISHES CORNER 3� SO ^'� �� p°Oo I- D(TEPJOR_PAINT SHALL BE LATEX ACRYLIC BY BENJI,MIN MOORE OR APPROVED Q L9T Q EQUAL,APPLIED IN ACCORDANCE WIm TnA14UFAGTURFR',sPFCIFICATIONS AND HOLDDOWN / RECOMMENDATIONS. COLOR TO BE SELECTED BY OWNER. / ELECTRICAL , v<v Robert I. Brown 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES /,9. NON-COMBUSTIBLE Architect, P.�. NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW (� \ HORIZONTAL HARDIEFLANK SIDING ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING:,BUT NOT LIMITED TO: \ CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, Q� \ eA(CO G0. I-HOUR FIRERATED EXTERIOR SHEATHING SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO D : �Q \ cF(� ? N1' r0 ROCKWOOL INSULATION D APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTION5 AND DEVICES O C, F R 2• "- 20 Ba Ave. Greenport NY �p M/T NT• ¢' 5/8" FIRE RATED SHEETROCK Y P WITHIN THECIfI SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND / y \ �O L/ AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TWE OF PROJECT AND JJ � ry � OF MOOS-�. ��_ ��-� �� 24'-G-- inPo@ribrownarchitect.com INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRAN5FORMER5 AND O� e RAT WA " 631-477-9752 ELECTRICAL DISTRIBUTION SYSTEMS. OUA(ARY VE ACT/O 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE ry , N of NEW YORK STATE,THE NATIONAL ELECTRJCAL CODE,NEPA NO,70-2017(NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE / !yC ®W N NON-COMBUSTIBLE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER Oo NON-COMBUSTIBLE APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT HORIZONTAL HARDIEPLANK _ REQUIREMENTS WILL APPLY. RIDGE CROSS SECTION END VIEW \ Ck p� ®/N SIDING N HORIZONTAL HARDIEPLANK 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS \ / V I-HOUR FIRERATED TERIOR ` o SIDING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EX LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY (� o I-HOUR FIRERATED UNLESS ACTING UNDER THE DIRECTION OF A WILL BE INSTALLED. `? SHEATHING ,- `n EXTERIOR SHEATHING LICENSED ARCHITECT,TO ALTER ANY ITEM ON 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE ROCKWOOL INSULATION v ROCKWOOL INSULATION THIS DRAWING IN ANY WAY. ANY AUTHORIZED `� SUPERVISION OFA PROPERLY LICENSED MASTER ELECTRICIAN. Z.S� / 1 Q CD 5/8" FIRE RATED SHEETROCK - ANDERSEN 400 SERIESALTERATION MUST BE NOTED,SEALED,AND 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES \ � � (V5/8" FIRE RATED SHEEfROCK AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, ry = TW 24310 DOUBLE HUNG DESCRIBED IN ACCORDANCE WITH TH LAW. AND ANY OTHER APPLICABLE JURISDICTION. p O O� c� WHITE/WHITE G OVER G CONTRACTOR SHALL COORDINATE WITH OWNER'S AU>,RM COMPANY FOR SMOKE AND ° O M.H.W. ?OO \�r \ BURGLAR ALARMS AS NECESSARY. n STFps 1 V \�NF "'Irk 6y \eo �'L'ogRrCiti°A HF A(0)VG `\` '2q / CONE ANDERSEN 400 SERIES ANDERSEN 400 SERIES Myw�B \' p0(F / M. TW 20210 DOUBLE HUNG in ANDERSEN 400 SERIES TW 2021 O DOUBLE HUNG - i-q" TW 243 10 DOUBLE HUNG 2x 10 RIDGE BEAM <-O, U(K 1 N.k. WHITE/WHITE o WHITE/WI11TE _ - - - - WHITE/WHITE H�0 `\ 6341 ro (�� 8 JOO�2\� WINDOW LOCATEDOABOVE N G OVER G WINDOW LOCATED ABOVE qT O NENN�O�� -I N ( I ( I CLIENT/OWNER --- BASED�_ � I I I IDICA FLOOR -- BASED ON SURVEY BY: KENNETH M. WOYCHUK LAND SURVEYING PLLC � RLO J05T S 1 TE PLAN DATED: 10 SEPTEMBER, 2021 N 18'-0"OVERHEAD GARAGE DOOR I 18'-0'OVERHEAD GARAGE DOOR SCALE: I" = 20-0" 5CTM: 1000-G4.-3-13 ( 1'A. I I,d„ 115o TERRY LANE AREA: 17,600 5F (0.40 AC) SOUTHOLD, NY H971 ZONED: M II - - - - - - - - (2) 2x 12 HEADER (2) 2x 12 HEADER PROJECT TITLE 0 1� GARAGE REBUILD FLOOR - GARAGE FLOOD PLAN - J015T DRAWING TITLE SITE PLAN FLOOR PLANS UPLIFT CONNECTIONS 8�^11.C�( SOU YT D To\n1e,o C 0 N N E C T 1 0 N S D E T A I L o9 DECEMBER,2021 SCALE REVISED i'=20'-0" DRAWING NO. ISSUES/REVISIONS 12 8 ® ANDERS SERIES TW 20210 HUNG BLACK ASPHALT SHINGLES TO MATCH EXISTING WHITE/WHITE G OVER G WINDOW LOCATED A I x8 AZEK TRIMBOARD cn m I x8 AZEK TRIMBOARD I x4 AZEK TRIMBOARD �0 I x4 AZEK TRIMBOARD I x4 AZEK TRIMBOARD NON-COMBUSTIBLE NON-COMBUSTIBLE HORIZONTAL HARDIEPLANK SIDING HORIZONTAL HARDIEPLANK SIDING COLOR TO BE SELECTED BY OWNER NEW 3068 8'-0" OVERHEAD GARAGE DOOR 8'-0"OVERHEAD GARAGE DOOR COLOR TO BE SELECTED BY OWNER EXTERIOR ANDERSEN 400 SERIES TW 243 10 DOUBLE HUNG WHITE/WHITE NEW DOOR TO BE SELECTED BY OWNER WEST ELEVATION SOUTH ELEVATION SCALE: 114" = 1'-0" SCALE: 114" = P-0" 12 8 BLACK ASPHALT SHINGLES TO MATCH EXISTING El 01 NOVEMBER,2o21 ANDERSEN 400 SERIES 28 OCTOBER,2o21 cn I x8 AZEK TRIMBOARD I x8 AZEK TRIMBOARD TW 2021 O DOUBLE HUNG WH ITE/1M-I ITE C0 G OVER G �0 WINDOW LOCATED ABOVE THESE PLANS ARE AN INSTRUMENT OF SERVICE EXTERIOR WALL TO BE I-HR FIRE RATED AND ARE THE PROPERTY OF THE ARCHITECT. NON-COMBUSTIBLEINFRINGEMENTS WILL BE PROSECUTED L HORIZONTAHARDIEPLANK SIDING NON-COMBUSTIBLE NON-COMBUSTIBLE I-HOUR FIATED EXTERIOR SHEATHING HORIZONTAL HARDIEPLANK SIDING HORIZONTAL HARDIEPLANK SIDING 2021 ALL RIGHTS RESERVED ROCKWOOL INSULATION COLOR TO BE SELECTED BY OWNER COLOR TO BE SELECTED BY OWNER 5/8" FIRE RATED SHEETROCK Robert I. Brown Architect, P.C. NORTH ELEVATION EAST ELEVATION n?oB r brownar h tpotrt N SCALE: 1/4" = 1'-0" SCALE: 114" = 1'-0" 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 2x 10 RIDGE BEAM 12 2x8 RAFTERS @ I G"O.G. 8 , 1/2'CD-X RATED PLYWOOD SHEATHING an ., VAPOR BARRIER BLACK ASPHALT SHINGLES TO MATCH EXISTING s;x 76341 tl� TFOF IVEVJ.(O 2x6 COLLAR TIES @ 48'O.C. CLIENT/OWNER I x8 AZEK TRIMBOARD - (2) 2x 12 HEADER DICARLO (2) 2x8 HEADER(TYP.) p = NON-COMBUSTIBLE 2A EXTERIOR CONSTRUCTION w HORIZONTAL HARDIE LANK SIDING 115o TERRY LANE 1/2"CD-X :ATED PLYWOOD SHEATHING Q — = I-HOUR FIRERATED E aERJOR SHEATHING VAPOR BARRIERSOUTHOLD, NY 11971 O ROCKWOOL INSULAT ON SIDING TO MATCH EXISTING o 0 * 5/8" FIRE RATED SHE ROCK r zPROJECT TITLE 2x P.T. SILL PLATE GARAGE REBUILD Q 8" POURED CONCRETE o 4' POURED CONCRETE SLAB FOLNDATION WALL w/#5 REBAR m w/GxG W.W.M. IN EACH DIRECTION DRAWING TITLE 8"x I G" POURED CONCRETE ELEVATIONS SECTI 0 N A COONTI UOUS. MIN MUM 3'-O' SECTION BELOW GRADE ON SCALE: 1/4" = P-0" UNDISTURBED SOIL oq DECEMBER,2021 SCALE REVISED 1/4"=i-o" DRAWING NO.