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HomeMy WebLinkAbout43328-Z BUFF®�,4' Town of Southold 12/21/2020 0 P.O.Box 1179 y 53095 Main Rd oy Southold,New York 11971 i CERTIFICATE OF OCCUPANCY No: 41694 Date: 12/21/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4265 N Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 79.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/12/2018 pursuant to which Building Permit No. 43328 dated 12/19/2018 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: alterations and additions, including screened porch and deck, to existing single-family dwelling as applied for. The certificate is issued to Hall,James&Fitzgerald,Cora of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43328 10/8/2019 PLUMBERS CERTIFICATION DATED r. A"' tho ' S gnature, TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 43328 Date: 12/19/2018 Permission is hereby granted to: Hall, James 82 Pine St Port Jeff Station, NY 11776 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 4265 N Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 79.-3-13 Pursuant to application dated 12/12/2018 and approved by the Building Inspector. To expire on 6/19/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $365.60 CO -ADDITION TO DWELLING $50.00 Total: $415.60 B spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. Dec 12th 2018 New Construction: Old or Pre-existing Building: (check one) Location of Property: 4265 N. Bavveiw Rd Southold House No. Street Hamlet Owner or Owners of Property: James Hall and Cora Fitzgerald Suffolk County Tax Map No 1000, Section 79 Block 03 Lot 13 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: �/ (check one) Fee Submitted: $ �j� Applicant Signature ®�*oF sovj�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCc�town.Southold.n us Southold,NY 11971-0959 y ®lyC®UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To James Hall Address: 4265 N Bayview Rd city,Southold st: NY zip: 11971 Building Permit#• 43328 Section. 79 Block 3 Lot 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Jim Sage Electric License No: 3635-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 3 Flood Light 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Ceding Fan 1 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures Combo SD/CO Other Equipment. Notes: " AS BUILT " " NO VISUAL DEFECTS " Screen Porch Inspector Signature: Date: October 8, 2019 S.Devlin-Cert Electrical Compliance Form.xls r � OF SOUl1,0 # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �o��Of SO(/lyo� # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ip6UNDATION 2ND [ ] INSULATION [t4 FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (0 &MM& (IdU OAAKAVA 41\r -10 &jAA DATE &- 9e0qINSPECTOR �o��OF 50UTyo� Ll �100i* suo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) Screen [ ] CODE VIOLATION ] CAULKING pof-e, r1 REMARKS: n DATE b INSPECTOR ��� SOF SOOT # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ F NDATION 2ND '111 ULATION/CAULKING [t;`FRAMING /STRAPPING [VT FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vI ori v •6 DATE It 17W INSPECTOR �o�aOF SOUIyO� * TOWN OF SOUTHOLD BUILDING--DEPT. cou765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND [ ]- SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL &..o "[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] 'FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fo V/ I � � DATE l INSPECTOR • ' • ' • MMMNTS FOUNDATION (IST) -------------------------------- 'FOUNDATION (2ND) a� n ROUGH ENERGYPLUMBING INSULATION PER N. Y-. STATE •Da TA I MA WieMNTS JI �1i1 , I rd _ �me- � y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDINGDEPARTMENT Do you have or need the following,before applying? " TOWN FALLBoard of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. �33& Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single& Separate Storm-Water Assessment Form Contact: Approved 201 Mail to: Robert Wilson Disapproved a/c PO Box 49 Southold NY 11971 Phone: (631)504-8842 Expiration--Lq 20 ,j ?OVIE ng,Inspector F, D E C 2 2018 LICATION FOR BUILDING PERMIT Date December 12th ,20 18 ;,;tDEPT. INSTRUCTIONS TON1W C{T`S0Ul'H€ LD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. W Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.'Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.�No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. (Signatur of pplicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises James Hall and Cora Fitzgerald (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4265 N. Bayview Southold House Number Street Hamlet County Tax Map No. 1000 Section 79 Block 3 Lot 13 a �,�SUF �01 �T�O IKIMIWA\T]EIR. Scott A. Russell j SUPERVISORv � I��l[A\lam A\�G�]EI��1[]E1�T SO ITHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold' CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ,PI30= INVOLVE ANY OF THE E lFO1LLOWIING: Yes No (CHECK ALL THAT .APPLY) ❑© A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ®® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes Lin-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Pi operty Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. District NAME- Robert VIson 79 3 13 12/12/2018 f Section Block Lot FOR BUILDING DEPART M NT USE ONLY**** Contactlnfoimation (631)504-8842 crr�n„m�i Reviewed By: — — — — — — — — — — - - - - - - Date: Property Address/Location of Construction Work: tj/Ap — — — — — — — — — — — — — — 4265 N Bayview Rd. proved for processing Building Permit. Stormwater Management Control Plan Not Required. Southold NY 11971 ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 �� — f--j ff Ot ot.t BUILDING DEPARTMENT-Elect a q6FInsafor- 7 2019 TOWN OF SOUTHOLD o. V- Town Hall Annex - 54375 Main Road - P9 yp Southold, New York 11971-G959--;. Oko Telephone (631) 765-1802 - FAX (631) 76549502 rogerrasoutholdtownny.-gov-- sea nd CcD_southoldtown ny.gov APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (All Information Required) Date, Company Name: J Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION (All information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#:=j??22?d email: Tax_Map District:. 1000 Sections -7q Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 2-3 AV-/ Circle All That Apply: Is job ob ready for inspection?* 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: LA-,,-#Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N &-- - 1 9 Additional Information'.' PAYMENT DUE WITH APPLICATION Pwa k Request for Inspection Form As 4�0 � ,fin-;;• ���Sl1FrOCk�� Town Nall Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 P_ 0. Box 1179 c IO Southold. NY 11971_0959 r >� �.j BUILDING DEPARTMIEW( NOTICE,OF UTILIZATION OF 'TRUSS TYPE GO,f�IvT �'c(�Cy7G(ON PRE-ENGINEERED WOOD CONSTRUCTION AND/Ok TINIBERrCOT+fSTRUCTION Date. , i s Owner. JaYn'es Ha11r6nd1Cdrd-F2kra1d %' 4265 N Bayview Ray, Location of Property_ ' • r~ �''�``'', .r • �. Please take notice that the,(check applicable line) ;s ��.t Ft �•. New'residential structure; y Addition to existing resides ntia'I dcidre ..7: Rehabilitation to ar< edstig resideniI''strtactre R' tob� constructed.-or performed at ti'ie s. 6jpct.prope r°ekFQnc a move will citiH -} . _ (check applicable line ' � ; � Y T 8;s type-construction (TT-, -)" �1�'•��1.', .5 ,i i.�";•r'f• �•�i: �'�rji•..... 7 � _ � Pre-engineered wood construction Timber construction (TC), in tli*_e following iocation(s)(check applicable i'rne): `_ 4 - }_ ► - ' Floor framing, including girders'an'd'beams Roof framing (R) y Floor and roof framing (FR),.. Signature: - � '' w. �s:�<� .� , _. -- .. -_�.,�.,.. , .�:�a. :'�, �.,. _' s..�,.�.•_� .-� ,. hlame:(person subiittang this form): Robert'yVison ''� ' • R• •� " '�n >l s•_]� il' C {-Y � i��r •— Y t> {r " , � t•VI < ., Capacity(check applicable line): �� •Owner ��; � . p,� . � f �- y.. . . _ . . . . '. . , � . ', owner=•represieMattive t TrussResReg1S.dock-. '- c ". 3..Effeclive,VV2015: oF so�r�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ lyC®UNTV,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 15, 2020 James Hall 82 Pine St Port Jeff Station, NY 11776 Re: 4265 N Bayview Rd Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Amended plans required by the Building Inspector for all changes to deck and stair layout as per inspection dated 12-17-2019 Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT—43328 —Add/Alts Bunch, Connie From: James Hall <jim@hallcommunication.com> Sent: Thursday,August 27, 2020 11:45 AM To: Bunch, Connie Subject: [SPAM] - Re:4265 N. Bayview Road Connie: I have been in touch with Joan Chambers and she said she will be reaching out to your office. She assures me that she "submitted the four copies in January and then they couldn't find them so in February I gave them another copy. I have an email from February 24th that says I went there and they had the plans in the file." Either she is lying or the plans are somewhere in the office - misplaced by your staff. This is not my fault. Please have someone call me to discuss next steps. I have done everything correctly and it is not fair that this continues to be unresolved and my CO hangs in the balance. Jim 631-678-1874 On Tuesday, August 25, 2020, 08.15:20 AM EDT, Bunch, Connie <connie.bunch @town.southold.ny us>wrote: Good Morning, Unfortunately I did not find the amended plans in the file or on Johns desk, so we will need 1 set for our files. Best Regards, Connie Bunch Southold Town Building Dept. 1 Bunch, Connie From: James Hall <jim@hallcommunication.com> Sent: Tuesday, September 01, 2020 8:44 AM To: Bunch, Connie Subject: RE [SPAM] - Re:4265 N. Bayview Road She said she has dropped off 5 copies of the plans. Either she is lying or your office is a disorganized mess. This isn't fair to me Sent from Yahoo Mail on Android On Tue, Sep 1, 2020 at 8:05 AM, Bunch, Connie <Connie.Bunch@town.southold.ny.us> wrote: 631-294-4241 and I don't know if this is still a valid email —ioanchambers10(aD-gmail.com Connie oq, From: James Hall [mailto:jim@hallcommunication.com] Sent: Tuesday, August 25, 2020 11:37 AM 0$ To: Bunch, Connie <Connie.Bunch@town.southold.ny.us> Subject: [SPAM] - Re: 4265 N. Bayview Road Connie Do you have a phone number for Joan... I can not find it. I warit to e if I can pick up the plans from her myself and deliver them to you personally. Thank you Gl " Jim On Tuesday, August 25, 2020, 08.15:20 AM EDT, Bunch, Connie <connie.bunch(a town.southold.nV us>wrote- i Good Morning, Unfortunately I did not find the amended plans in the file or on Johns desk, so we will need 1 set for our files Best Regards, Connie Bunch Southold Town Building Dept. 2 Bunch, Connie From: Bunch, Connie Sent: Tuesday, September 01, 2020 7:57 AM To: 'jhall_hcc@yahoo.com' Subject: BP 43328 Good Morning, We do not have the amended plans that were requested by the Building Inspector. I have your file and the only plans we have are the original plans.Also,there are no notes in the file that we received the plans. When we get amended plans in the file is pulled and given to the person that requested the amended plan. I would speak with Joan Chambers regarding this situation. Best Regards, Connie Bunch Southold Town Building Dept. 1 r s-s STARTO permits I drafting I expediting 4265 North Bayview Rd. Southold NY Hall/Fitzgerald 9.25.20 Amanda, When John inspected this project he requested a revised set of plans because the deck stairs were moved and the existing deck framing was replaced. submitted the revised plans in January but they were misplaced. Here are three more revised copies. John's inspection date on the ticket is 4.11.2019 so this is an old file (just to help you locate it). Thank-you, Joan Chambers V IB RE- T\� �J SEP 2 5 2020 a moo✓ l� /� /�n?�ce�' �Dr/�� �D � f 7Z61 v!f '- �� /L A✓� /� /��/L Amo/ SURVEY OF DESCRIBED PROPERTY TUATED AT BAYVIEW, TOWN OF SOUTHOLD I s SUFFOLK COUNTY, NEW YORK SHIP'S DRIVE S.C.T.M. N0. 1000-79-3-13 AREA = 22,004 SQ. FT:/0.5 ACRES GUARANTEES OR CERAFTC4710NS ARE NOT TRANSFERABLE UNDERGROUND U71LMES EASEMENTS NOT SHOWN AND U17LITY POLE LOCA77ONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES O ARE FOR SPECIFIC PURPOSE AND USE; THEREFORE ARE NOT INTENDED TO GUIDE THE U.P. pJ EREC710M OF FENCES, RETAINING WALLS, POOLS PATIOS, PLANTING AREAS, LIPA 37 ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN NOT, OR FO ARE NOT GUARANTEED S94 .N, M.Y OF UNAUTHORIZED ALTERATION OR ADDITION TD THIS SURVEY IS A VIOLATION Of A1VD VBAOM SECTION 7209 OF THE NEW YORK STATE EDT 4710N LAW. COPIES OF THIS SURVEY MAP N STs COR. e' ROOD FE SC GER � NOW OR PO NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL S.01y �'Rr1LDD1Tls+ & fSY�F' NOT BE CONSIDERED A TRUE VALID COPY. CW- 0a ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS j�+�� 3. E CLn� FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMA77ON OBTAINED FROM L.P. ES�- R� � FD� OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT y 4 BRICK WALK PE fix- 19 IP,$ BE CERTIFIED. L ' ,I? 0.28. ASPHALT 22 4 c� rs.r 4 s PE.co�r PE.EI�TD CERTIFIED TO: DRIVEWAY c 0.7 r CORA FITZGERALD & JAMES HALL tv �' EYERBAM iP• COMMONWEALTH LAND TITLE INSURANCE COMPANY o PE.END SC'lO'OOP r STY. WOOD O ON P.L. 9C (*s'�.7') 4' R• DWG. DECK 4265 70.7' 1• oIlk `• L,P 0. ~ O R WELL •< co w o 1 pPE.BEGMS Q• N N „`y tell 0.41►. SLATE I m ~ STOOP ip o� M� m w\ o.r�W. e LVIPPri 38 ® T 4E k Di� 72.4' s s' o q. 2.3 FE 0:2BJWMS ra; C4.4 z. oto 12FE.E0 N.Amy Wss is % • MON. -�—CN 68037'30"W 190.59r -nk-3E------1E-4TC-.-L—F jE j Fic5�t• MON.LAND NOW OR FORMERLY OF 0.9 PAT T.SECCAFI CO cYNTIUA AND GEOFFREI' WELLS PROFESSIONAL LAND SURVEYOR, P.C. - SUCCESSOR TO - DONALD TAS& L.S. RICHARD WILHELM AND AssoclATF.s NORTHSTAR SURVEYING, P.C. ' PAUL T. CANALIZO, L.S., ROBERT A KART, L.S. GOOD GROUND SURVEYORS, P.C. 328A Main Street .Hampton Atrium Unit D--4 Center Moriches, NY 11934 18i� W. Montauk Highway Hampton Bays, NY 11946 • Phone: (631) 878-0120 Phone: 631 728-5330 Fax: (631) 878-7190 Fax. (631) 728-6707 PSECCAFICOOOPTONLINE.NET i N.Y.S. LIC. NO. 049287 COPYRIGHT — 2015 PAT T. SECCAFICO P.L.S., P.C. FILE N0. T61313 SCALE: 1" = 30' DATA: 11/23/2015 , TAE3LE RbO23(1) FITZGERAM/HALL RESIDENCE r VV q 1=AE)TENINO Sr-HEMLE 4265 N. BAYVIEW RD. DESCRIPTION Cr-13ULDINS ELENrNM rP SPACING AM LOCATION "MA= Of- `7MI ROOF 1=FAS HARIC-ANE AWMORS MANJFAr_TJWM By SOUTHOLD N.Y. APPROVD AS NOTED '-9' 91 -0 4-ed Dox f12 OR: SIS4P5ON STRoNei,-TIE C-effmnTORS _J LINE OF EXIST�-EN<, EILOCKIN5 BETII CEILING JOISTS OR RAFTERS _bd COMMONVEL W).LISS1,1215LSW210 OR APMWVM:P-% 5 Cl(,2 A"NO-151'%OR 'TOE NAL DATE: ��/, TO TOP PLATE S-Iod WX NAILS OR 5611JIVALENT AT EVERY RAFTEIR TO RIIO6E_ I, 8.P.# Ql_ D N 5 5-0'XO.151"NAILS C4"CCTiON"lei RAFTMS C70 NOT ALUM I & L , ER <C, MAX 4-&d BOX M OR KIRRICANE ANC44OR5!-ANLP#*4TURM By EXISTING: SINGLE FAMILY RESIDENCE FEE: X12!;TRJNGI-RS @ 16" -6-C 2 CEILING JOISTSTOTC#-PLATE 5-ad FOtft�(2 h"X0.151 1h OR 'Or MAIL SIMPSON 5TRONe-TIff CoNNSCTOR5 D-Wxo 151"NAILS 501)VAILIENT AT EVERY P-APTIM TO RIME NOTIFY BUILDING DEPARTMENT AT 5-10d BOX(2)�'XO.125%OR MOC?rL Na.I OR APPROVE -79-3- 13 1_F BY: - - - - - - )L- - - - - PPR JOIST,I RAS' OT SCTM # 1000 765-1802 8 AM TO 4 PM FOR THE EXIST. 3-2X12 DECK GI.RIDER ANCHORED TO 0, CEILINS JOIST NOT ATTAL 1 4• 11�To PARALLEL RAFTER, BOX M IX6 1151)OR C0t#mc*noN omi RN!"IERS ALJ5N ZONE R-40 .52 ACRES FOLLOWING INSPECTIONS: 5 LAPS OVER PART1 T101,15[sea 5&Wons ga=3.2 'J-led COMMON M AIX0.16211);OR PIERS TO 18"xS" POUR. and Td7la R0025.1(q;1 rAeX NAIL 1. FOUNDATION - TVV3 REQUIRED PROPOSED: FOR POURED CON; RETEU) CEILINS JOIST ATTAC+ED,TO PARALLEL RAPTER 4 (HEeL JOINT), TAME R,15025.1(dr) FACE NAIL 2. ROUGH - FRAMING & PLUMBING 1-iINS 5v-tI­m RZ02MI,RB02.5.3 orW Td As VW025.1 M;] ADD NEW ONE STORY 312 SQ.FT. SCREENED 4-10d BOX MIX0+12b")OR 3. INSULATION 1 0 -3 ACE NAIL OR I Y4'-X 209a+ 5-Iod CA114MON M AINO 14b")7 OR PORCH ATTACHED TO EXIST. RESIDENCE ON TWO 4. FINAL - CONSTRUCTION MUST ? - �Ml= NAILS PACE NAIL EAeI­+RAFTER :�_ 1 12 1 BE COMPLETE FOR C.O. 0 @) EXISTING ADJACENT WALLS. I I 0-16d DOX KA IL5 ra}'XO.195„) NAILS ON ONE SIM HALL MEET 25'-0"x14'-0" D E,-�K 6 RAri-ER OR Roar-7i;t"To FLA`rr� OR �71 ADD 4 SQ.FT. FRAMED, DECK TO EXIST. DECK & ALL CONSTRUCTION S S-10d cz;Waw NAILS(51)�. TOE NAIL ON OPPOSITE REQUIREMENTS OF T ET THE Cl) Py"t 1 /1, 51OF Cf:EACH RAFTER;OR THE CODES TO BE RESURFACED ,,-[ad WX PIX0.126");OR TRUSS W,IOf'NAILS NEW SCREENED PORCH. YORK STATE. NOT RESPONSIBLE FOR 0 0 3. 3., DESIGN OR CONSTRUCTION ERRORS. -�7­7'-7 -7'-7 _�E'd 0 J11XO.I5!)1)OR UJ -1 -0 Od COMMON(.5'XO.I4,IV);OR RIVC5E 5TRAPPIN6 DETAIL ADD NEW STAIRS FROM EXIST. DECK AND NEW 4 4 TM NAIL 2-2X12 DECK GIRDER ANCH(VED TO 4-10d BOX(WX0.120%OR U NALS ILJ - '7 X 4X4 ACQ POSTS ANCHORED TO 10" DIA. CONC. 0 DECK TO GRADE 0 ROOr!RAFTERS MINIMW 2"1111 BEAM 3-18d WX(5 J,l)(0.1959 OR 4y PIERS TO POUR. CONC. FTGS. !?: I VoU 18"X8' 0 NIX0.6.7 OR TOT NAIL REMOVE EXIST. BAY WINDOW @ DINING ROOM & LLJ 2_16d COMMON 1 NEW 1 '-4"x6'-0" DECK 0/ 5-lad BOX M"X0 1;2&"Jl OR 7 LL 111151"NAILS 0 AALL ADD NEW 12'-0" SLID. GL. DOOR FOR ACCESS TO EXISTING 2X10 LEDGER BOLTEU'10 HOUSE FRAMING 51„ 8'-5' 4'-3 4 2= TO ST"NOT AT DMACED KALL PAMR-S) Ad COMMON P3 Jfi"Xo 162 24•o`-FACE NAII_ - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - Iod(3'XO 26'i OR NEW SCREENED PORCH. EXIST.CONC. FOUNDATION @ EKIST. RESIDENCE 5"X0,1519 INAILS 16"Or-FACE RAIL FOC) INGS TO BE PLAC COMPLY WITH ALL CC DES OF BE IIING ABOVE 16d EIGX.(15 A"X0.155 9;OR trUP TO 571.0 AND AZWMNO STLO5 AT INT17R.5r�TIN&HALL NAIL5 12"O-C.FACE WAIL 2-2X12 DECK GIRDER ANCHORED TO GO�(AT BRAr-M WN_J_PANEI-W NEW YORK STATE & TOW�! CODES i&,d COMMON(5yJ-.XOI&2-) MIMIC H~AT1%W 19Y 4X4 ACO POSTS ANCHORED TO 10" DIA. CONC. 16"OC.FACE RAIL 50"'ONANE > W.'I OR "�Tl C�TIRS Hovr� TO 1I POUR. CONC. FTGS. 0 1,5d Cwx�IS A'-XO.I0'2 16"OZ- EACH Eok5l!FACE"I.- AS REQUIRED AND 'ON 17IONSO In 10 WILT-LIP Ii-EAPIER CP To R"HeAMK AIT?4)5*5PAcZfQ +<n•vALerAt tv2rrY. < 16d BOX(5 121,Ce..EACH rDM FACE RAIL 17'-31 2 < 5-266 BOX(2 WY42-113"); • it COKTIHLJOU5 HEAOM To 5TUP 4-6d COMI C2 Yj'%O.IG!5 R11 OR TOE NAIL �LANNMTD 4-10d WX M'XO.125" W If °O 16d G011fMON > 0 W OZ PACE RAIL STRL4WTIE CX)�OeCTORS R=ft I'. ------ OR�rwivy�=TALLW -TR 4STEE C) 0- Top PLATE TO T42F PLATE AS PM MAKF�TRft SPM 9CATIONS U M Iod BOX 03"X0.12691 OR < 3"X0111-)WAILS 12"O.G.PACE NAJI. 0 < 6-16d COMMON es OR 0WORAINt 44L� �:1 1 t V01519 TOP PLATE SPLICE FOR SVIC,'s A-92 NITH,SEISMIC 12-"E`OX 015 OJEIE");OR 5-9 5'-9 VRACr�P KALL LII�&5PA&INO 4 2S' 2-hnvi max OR rAiE:.NAIL ON EACH VPr or 41. 4 1.2-511YOZ111 NAILS END JOINT NINIMIJ4 24 LAI' SPLICE LIEN&TH EACH SIDE or A Is END JOINT) "PAICAM AWDIC11" - - - - - - - DOMLE TOP M-Arr SPLICE Scv_'s.10,01,OR 11;A1411 12-16.1(3 A"XID-155 9 �A4T,`Rw 5y 006"P504 STROI`WTIr 00 5RACE!D KALL LINE SPACING k.25 "�TORS HCOM N.. "23�M Arra= GENERAL NOTES EXIST. CRAWLSPAC`�E FWtVALINT AT 2-2X12 DECK GIRDER ANCHORED TO OCCUPANCY OR rIERY BEAM TO 4X4 ACQ POSTS ANCHORED TO 10" DIA. CONC. 16d COMMON f5 YVXO.I62) 16"Or- FACE NAL J05T WNI&CTICN �ACQ VW_9 Re 1. All work shall conform to the requirements of the Residental Code of New York PIERS TO 18"x8" POUR. CONC. FTGS. LU BOTTOM PLATE TO JOINT,RIM 4015T,SAND 015T 09 Sam vm 0 X 1 > EILOISKINS N--T AT eRAcnr;INIALI_PANM-5) 16d BOX iS.VJ,-Xo 135.),OR State, County and Town Department Regulations, Utility Company requirements and U) 'XO 1519 NAILS 12"Or-FACE RAIL CONt"Tofs I 0 5 To I USE IS UNLMONFI -1 1`14 016,*t best trade practis;es. FM AU H^IW*4VW IN TICN IUOE 6 ku A441 U*10M 5-16d DOX 03 OR 5 EACH 16'Of-rAr-C NAIL I 0 15 W77OM PLATE TO JOINT,RIM JOIST,DAtO J0157 OR -16d COMMON M,�IXO.162');OR 2 EACH 16"oz,r 2. Before commencing work the Contractor shall file all documents required by the 2 ACL NAIL < MCCXIN5(AT PRV_4a7 KALJ_PANELS) 4-15IXO15111 NAILS 4 EAr-H 16"O,C,PACE NAIL POST CAP W~ACr R�15Y StIP504 WITHOUT CERTV 0 C) 57RONS-TIE�NWTONS W,V_N.�-214 POST by S+"!ON Building Department, pay all fees required by local agencies and obtain all required OR AFVNO.M E,%XV.LENT*�ACJ= TIM ClWa-TORS MOM N..M52-" LU -�&d BOX(;z J-xO.I I!)),OR AS PIER M~AC11IRM,WMWICATICHO OR#fr�O�M ZWKIALENT 145TALLM permits. 0 OI 3-1&d BOX(5)6I1Xa 1551),OR "FTR!`~�TLRM S#Tr IF)CATONS 04a)!%�F.L MOM OF OCCUPANCY 1 0 4-Od COP-�e!7A"Xo.M I);OR To,-NAIL '"°°°W"" 3. The Contractor shall visit the site and verify all dimensions and the existing 16 To-OR voTToi4 PLATE To 5TLIO 4-10d WX(5%0.1 2b");OR :BASE 1440WACTURW by SI STROM*-TIE 4-51 X 0 151 NAILS No.G850166-612!IQ INSTALLep"FM M~,V-nffita% conditions affecting the work prior to construction. Any discrepancies which would 0 CATIONS OR Ar"KOVW MUMALISIT 0 5-16d BOX 0 4"X0.155%OR LLJ 2-14M COWON(514"X6.162')1 OR END NAIL interfere with the satisfactory completetion of the work described herein shall be BEL.01"I NEW FRAMED WALL ABOVE TO ALIGN W/ EXIST. WALL @ CANTILEVER 5-10d BOX(S"X0.128");OR reported to the architect or property owner. Do not start work until such conditions 5-WK0.1111"NAILS RETAIN STORM WATER RUNOFF VERIFY THIS DIMENSION ON SITE Od BOX 11 03"X0.12b"); have been examined and a course of action mutually agreed upon. Failure to notify PURSUANT TO CHAPTER 236 1 1-1 TOP PLATES,L"AT CORNEM AND IRTERBEC71CM the owner or architect of unsatisfactory conditions will be construed as an acceptance OF THE TOWN CODE. EXIST.CONC. FOUNDATION @ EXI',T. RESIDENCE NAILS FACE NAIL of the conditions to properly perform the required work. _6d 11(2 OR 4. All work is to conform to the drawings and specifications of the architect and 21-W COMMON(2 A"X0.15 l')l OR 16 P BRACE TO EACH STW AND PLATE 2-10d BOX MIX0.125"JI OR PAGE NAIL engineer consultants. 2 STAPLES I%, 00W-IN STRAPPING DI^TAIL 5. The Contractor is to maintain a complete and up to date set of plans on the EXISTING EXIST. Fed BOX[2 F0.1 IT);OR 2-ft COMYON(2 A11Xo M job site at all times NO CHANGES FIREPLACE 11 1,x to IsHEATHiNs ro rACH nEARix& 2-10d Cox 09 FACE NAIL 2 57APL25,I'CRZI-ft 169a,J%"LONO 6. The drawings are not to be scaled under any circumstances. a-6d 5OX(w,i1xv.1 11");OR 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 5-ed COMMM?�;A"YO-151"Ji OR 5-Iod DOX OR including storage and toilet facilities,protection of existing work to remain,access to ELECTRICAL a 5TAPIZ5, 1rRoI* work area, hours of permitted work,availability of water and electric power and all 20 1 X W AND W ER SHEATHINIS To EACH BEARII-Z KMRn4AR I'X 115' FAZE NAIL other conditions aind restrictions for this particular location in order to execute the INSPECTION REQUIRED 4_6d BOX(2 j­xw 13),OR FOUNDATIONPLAN "d COMYON(2 OR work in a careful and orderly manner with the least possible disturbance to the public. 12b")?OR "CAtOWK 8. The Contractor shall make the neccesary arrangements to utilities and services 1 /4" V-0 1 1 . 9 . 18 171--ooR temporarily disconinected while performing the work as required. 4--"5OX(2 411)0.115%OR WILL STLIOS 0 16*oz. 9, The Contractor shall provide all dimensions and cut-outs for other trades. 21 JOIST TO SILL,TOP PLATE 17R GIROER B-bd COM�'M(2)2"X035111 OR Z-10d FOX M"X0.12W);OK TOENAIL 10. The Contractor shall provide proper shoring and bracing for all remaining structure 5-5'XO.IN"NAILS MAMrACTURED &A Box 7M NAIL By NP;"."WN5-TIE CONNECTOR* prior to removal of existing structure. 22 RIM JOIST,BANC)JOIST ORBLOCKINIS 70 54LL OR TOP MODEL NO.G5*C't AlIF"ROVED BOUVII TRUSS PLACARDING M-O'll.t. bd coHi,4aN�2&xo,IV");oK 1 1. Plumbing, electrical, HVAC and similar work shall be performed by licensed 5'-O'�--- 5'-4'�---, FLAT=eROOF APPLICATIONS AL501 Od BOX OR 6*O.C.707 NAIL EXIST. DECK NEW STEPS 5"X0.1511 NAILS persons who shall arrange for and obtain all required inspections. The General �)�X �XOJI!Ph OR PILA 2!3 I'X 6'SMrLCOq OR LESS TO EACH JOIST 2-Ed COMMON(2)6"X0 131-)A OR VMJOtST Contractor shall he responsible for scheduling all other inspections as required. 3-10d DOX 0X0.126"I OR FACE NAIL -------_------- .................... 2 ISTAPLE5,I'logoiNK 169nJ V L" 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to EXIST. RAIL TO CODEL_/ 24 2,,5umrLonRro JOIST opt spDm 3-1&d BOX eaNXG-135"),OR C-Ot-mos(5&X0,1627 ELIN9 AN17 PAGE RAIL provide construction safety means and methods. ------------------------------------ DIJ 5 RISER.' @ 8" MAX 25 2"PLANKS MAW,4 BEAM-FLOOR t ROOF) 0-16d BOX(a J�IXOJ�ISII);OR AT EACH BEARIN5,FACE NAIL -----_-_-------------- 2-16d CA014MCN 03,VYXO 1629 LO - -------------------- 5-16d c4myooN(5 j-X0*2-� O'E,F, 4-10 DOX WXOJL�6");OIR FLOM Josr- -------------------------------------------------------------_............... 26 BAND,oK Rim Jol5,Tro JOIST 4-5*YO.01"NAILS;OR CONSTRUCTION NOTES TAPLES,a*cRom ------------- -------------------------------------------- 1111-1 41. 4-5,x iI s 2 NAIL EAGN LAYER AS FCLLOPZ 206 001HIMOR(4-%11.121,OR 521 or-AT TOP ANu ScrroM 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. AND,STACCei;mD, ----------------------- 101A BOX 115"X0.12DI);OR 24"Or,.FACE NAIL AT TOP 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 21 5WLr-LP ORDERS AND 2-INCH LIJIMEK LArL-R5 5"XO,15I'NAI1_5 AMP DOT70H 5TA9eVFRLZ7 ON 1 16 ISO.COIL 5TRAPP#45 '�IARPACTAW 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. < BY SIMP5ON STRONS-Tte COHN110TORS ROTE. -------------------------- ----------- ­ .... ANV� MODEL No.CV6 OR Arr1RL".N',!P ALL 5TRAPPINS TODe copper termite sheild. ----------- ._T_-__-__________________-_____________-______-__--____-_- -------------------------- ------------------------- 2-2od COMMON(41%a.1429;OR FACE NAIL AT ENDS,AND IN5TALJJE 0 AT I!A4H SPLICE V AS FM MARFACrLII -------------- ------ C, .. 0- 5-10d BOX 0")40.120"),OR SPECIFICATIONS AM NYS 40M 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance -------------------- ------------ zl--, !I NAILS o --------------- U) U) --- KONLL 57UDS a 16*0C with the New York State Building Code and manufacturers specifications. EXISTII\-3 'r------------------------- ------------------ 4-16d Box(B j.XC Im)PR LU Cf) 26 LRDSER STRIP-ISLIPP-oiII JOISTS OR RAFTERS II COMMON r5 y2"XO-I62');OR AT EACH JOIST OR RArTM r-L00fZ ,S7TZAFFIN5 DETAIL 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed 2 5'-0"x 14'-0 DECK---------------____------------- UJ 4_10A Box 0SIX0 1­4 OR PATE ACE RAIL - ­--- ----- fr 11 .1 -1-1 1 - 4_51XG_InI,.,AILS upon by an engineer and certificates shall be issued stating same. ..........----------------------......---------_-------------- ............. .. ............ -------------------- ------------------------------------- ---- 'n _____--------------- 2-10d 03"X0 12&") EACH END,TM MAL 6. Unless otherwise noted all framing and structural wood components shall be 2W 9R J -------------------- ----------------------- ------ #2 or better Douglas Fir. ----------------------- AO0P 57KZTURAL I-AtCL5,5LER.00K ROOF AND NrMOK K4"5-12AT�CKO TO FIRAMINS AND I1AA7iCLE BOAKu HALL 5HLATHINO To HRAMN&[SEC-TANZ RhO;L!!I(5)r-OR 10400P 51NXTLV.AL IPANr�L n(TERIOR KALL 5HE-ATHINa 7a MAL.L rRAt.4IN&I 7. All framing techniques and methods shall be as prescriptive design based on -------------- ----------5/4x6 MAHOGANY DECKING OR bd COMMON(2'%0.115')"L(ZLEFLOOR,NALL)I 50 & 12 F AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) AS PER OWNER-­­­­­­ (2)VX0,1519NAIL fkOQI') ------------------ ---------------- ----------- ..................... .. ------------------- USE SIMPSON Z44AX X HIPS CC"MCTO" Itz or as specified in R301.2.1.1 -------------------------------------- ---------------------I---------- I C40HI40N NAIL MVXO,151'� 6 12 F TO hrIREAW COFWOVION RM54STANCE 8. All building envelope components shall comply with Chapter 6 of the Energy �1 7'_3 FOR ALL KNAZW%M IN CONNECTION 2 -------------------- ---------------------------- I YV AC4 U*45M IOd WWON(5`XO 146")NAIL,OR Conservation Code of the State of New York. 5d f2 6'X0.1 51')VEFORMEE7 NAIL 6 12 KALL •STIVIS a 116 D.G. 9. Fireblocking shall be provided in all wood framed construction in accordance OTHITR KALL SHnATHIi4Z11 PWHIT_AO with NYS Code R 602.8 to form an effective fire barrier between stories and ............------------- -------------------------­­------ --------- .......... ------- ....... 55 16-57RZTMIEAL CELLULOSIC FIBERBOARD 01 AMETUR,OR I'GROAN STAPLE Ib 9., 5 6 5HE!ATH SS, between the top story and roof space. ----------------------------------- 2�v. -------------- STiWXTJRLAC CE FIDEFMOARD 5 6 10. Protective panels shall be provided for glazed openings in accordance with EXIST. DOOR & SIZE ------------ OR I-cpom,1. 451-1.9:7 ---------- ------------------------ NYS code R301.2.1.2 if they are required. DI35 GYPSUM d 14'OALVANIZ=)R001`9149 XAJ1.4 STAPLE 11. All portions of the new structure are designed to comply with local geographic ____-2-1-3/4"x11-7/8" T. HEADERABOV mm�_ 5�eA`TRINS CON- TYPE 14 OR 5 .............. d I%'&ALVANIZM ROOMKO NAIL.57APII SCREENED PANELS ON 12" FRAMED WALLEZ 561 W&YFWM 5HF_A7WIKG and climatic criteria as stated in the following table. W/ 4X4 STRUCTURAL POSTS BETWEEN 6ALVAXIMP,I%'SGREI-155,TYPE K OR 5 ----------- ------------------ ---- ---------------------------- ----------------- ----- A000 13T"7RUAL P ,CCM51NA71ON SI UKVE1qLAYYM7 TO PIRAMINS &d COMMON(2)��'XO 131')NAIL ---------------------------------- --- ---------- el AM,Lt55 6d Pr�(2"X0.120")MAIL,OR 6 12 GEOGRAPHIC & CLIMATE DESIGN CRITERIA 17'-0"- ------------------------------ ----------- 98 Dd commow(21xo.iEtt")NAIL,OR & 12 III DEraRIM®(2 VX0.12011)NAIL. 14J.STRAPPIINS TO Be 45 psi PttJOR.t srINSTALLED As PER M~,W-ltmvs J MOM GROUND SNOW LOAD Sal IA., I Y.. 106:COMMON 04"XOJAW;NAIL,OR SP6CIFICATIOSS AID HYS Ccve WIND SPEED 130 MPH ---------------------- ------------------------------ --------------- 5d M70RMM(2 VXO.120")NAIL 6 12 I 7MtKTE SHIJE 1660.STRAP TIES MA&WAC, SEISMIC DESIGN CATATGORY B FOR 51.1 r 254 m�,I FcIoL 504,b mm,I MILE PER HOUR.a 441 M194 1 k51.6 eA5 t_pa PCILINDATION STW == R..1:rA WEATHERING SEVERE STRAP TO HAVE MIR 12*9EARINO ON THE Sri* a RAILS ARE SMOOTHI WX OR DEFORM=SHAW-5 EXCEPT'KAMIZE OTHERWISE STATED.NAILS IJ=FOR PRAMIN16 AND SHEATHINIS AI�v P~LINIDER SILL PLATE AT FOIJHVA'M:4. FROST LINE DEPTH W CONNEC71ON5 SHA"HAVE MINIMLM AVERAGE MrNOIINS YIML0 STRENSTHIS AS 5HOM,SO K51 PCIR SHANK VIAMMrM Or 0.1-T2 I M BEARI PLATE MANUP TERMITE THREAT 36" ---------... XAILJ,-to KSI FOR SHAW,DIAMITTIT"LAR6ER 7+M a 14�:I IW-,H I5LJr NOT L_�THAN a-I-11 INCH,AND 100 KSI FOR SHAW, MODERATE TO HEAVY U) 64MMOW W_+1(206 =) __U)--- DIAII�OF 0.142 INCH OR LESS. Ely STRI WtNECTORS MOM No. 0 CC I -------U-1 -------------__-----------__---- ------ ------------------- tk STAPLES ARE 16 BADE WRE-AND HAVE A MIN"lljr�IWH ON 01 AME�R GROWN WIDTH. LSM-45 OR AFV*&"M�7 IEWIVAUNT DECAY SLIGHT TO MODERATE r.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS MERE SPANS A I OR& EXISTING EXIST. GREAT ROOM RE 45 NO-M REATUE, CAL%*XI2'i�^NCHM EI WINTER DESIGN TEMPERATURE 11 d.1`-MK-I�OOT D'T'11109 4-rOOT DY 1-11`00T FANM�5 5VALL Or APIPLIM VVRTICALL.Y. 3'-0*04. NO CHANGES NEW SCREENED PORCH- o.to-ACINIS OF r=A5­rr;N�MOT INGLLOLP IN 11415 TAOLt-94N-L Ee DA_-,Ep ON TADJ_,�:.8602.5(2). 'I"r MR EMIDEDI'tw INTO GOW'RO FLOOD HAZARD AS NOTED < ---------_--------_-------- F.14-ERT THE L11-11MATE DESW4 WIND SP=IS 150 MPH OR LESS,NAILS rolk ATTACIIHNS A00c;STPU_-7URA[_PANEL ROOF SHEAT441Ns ro Iol THIN 6-12'OF EACH END OF PLATE ......... OAPILE E1,0 WALL FRAMINS SHALL UE WAGED,6 INCHE5 ON GEXTEK.04H�7HE 6LTIMA,'M DESIGN WIND 5fttv IRE ER THAN 0 5/4x6 W44iQZ1aUY_.[1,ELKiNG OR 15 0 AT T N 150 MPH, 0 NAILS PDR ATTACflINA PANEL ROOF!SHEATI-fIN65 TO INTEIV-TOIATE SUPPORTS SHALL Or 13F SPACED 6 INCHES ON CENTER FOR M1NMJM 4b[Re t=OUNDATION STRAPPINe DETAIL cL------------------------------OTHER AS PER OWNER------------------------------------------------------ Pf5TANC4 FROM RJPSE5,II ANP 6A),1LZ MP kALL5-,AND.4 INC II ON CENTER To eAaLr Etiv v0d�L FRAMING. U ------------------------------------------ =LL CONFORM TO ASTM r 1596 AND SHALL BE INSTALLED IN ACCORDANCE ATH SA 25&FIBERISOARD,5HEATHINS T < &4TSL"=TO A 1,20.5 A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES rASMI ON FLOOR SHI EDGES APPLIES,To PAW-L EOSES sLpiRcR7ev W""MINIS MEMMI;M ANO REQUIRED ----------------------------------- ------------ h-SPACING 01 1 DLOKIN5 AND AT 1`21�00R PrRIMeTt2RS ONLY,ePAr,[No OF FASTENERS ON P12OF SHCATHNO PANEL MOCS APPLIES To PANVIL EDICCS ---------_-_- SLIPI-OK7=5Y FIR.&MM5 MEt"1151!!R5 AND RE=IW!ED EILOCKINIS.ULOOQNM�Or RoOr ORPLOOR 5HEATHINO PANEL EDOe5?ERJ-E?�DICULAN To A- 102 SECTIONS, ELEVATIONS U) ---------- THr FRAMIN5 t-�NEED NOT ME PROsADED f7XCrrT AS RISSILI RJ70 DY 0TWER,PROVISIONS OF THIS GORE.FLOM MMMrTM SHALL Or X SUPPORTED By FIRAMIIe?�1121`1�OR SOLID MOGKINS, W IKH=ARArrERIS P^STEMM TO AN AOOJACE�r PARALLEL eZILIN5 JOIST IN AC60ROIAWSE WITH THIS TWO TOE NAILS IJ'MIN.EVee X ON oNr:51M OF Ttt RAFTER.AND Toe NAILS FROM THE C.EILINa_iaI5T To Top PLATE IN AccoRpmCt WITH THI51EC�J.Z.THIE!TM NAIL Ot R5=RED --------------------- THE OPP051TE SIDE OF THE!RATER SHALL NOT i5r- --------------------- ------------------- ........... -------- :v FLOOR PLAN, FOUNDATION PLAN ------------------ 5OLTS AT 5'-C'Cr,� MAK E�AOVZ BAY--WINDO F E Wz_ RN 1!1,45MICNT OF STEP 0 _FwG 120611-4 SLID. GL. NEW DbO`R-­.�.____,­­ 1 V-9-3/4"x6'-1 1" RO SCALE AS NOTED NOVEMBER 10 2018 n NEW 3-1/2"x16" 2.OE PARALAM BEAM ABOVE CC TO TRIPLE JACK STUDS TO EXIST. MASONRY WALL BELOW IJLJ ' I.� , ,,', w rens EXISTING EXIST. NO CHANGES FIREPLACE EXIST. DINING ROOM 101 3TAR permits I drafting I expediting 1 OF 2 iovF IN XIST 0 D K 4 X SU CED TO CBE1RE RFA _V-1 ALENT FLOOR PLAN- POBOX49 1 /41' 11-0" 11 . 9 . 18 ANCHOR BOLT DETAIL JOANCHAMBERS SOUTHOLD NY 11971 631-294-4241 FITZGERALD/HALL RESIDENCE 4265 N. BAYVIEW RD. KlRR6CAW �MArIUPACTv� BY 5+N 5TRQN6-TM�TCWS M OCXL No.H23A OR ArFS O U T H O L D N.Y. FsC1VE1'7 EC�NJIVAl�fiIT AT E l l' RAFTM TO PII C4"411ECTION 807%LADES"4M DO NC17'AL16N WITH STUDS EXISTING: SINGLE FAMILY RESIDENCE s *"Z 13EUSED Y**N R SCTM# 1000-79-3- 13 RhfTLR AI.16dJ5 MATH sTlV USEAMtTN1�fiOFM-08d ,� ■ �"�, ZONE R-40 .52 ACRES rrAa.sM IWITH TA PROPOSED: c7TAL OFFOUR nfraO Rte, I ; { ■ �'�`" ROOF ' '�'' ADD NEW ONE STORY 312 SQ.FT. SCREENED o0ualLE TOP PLA, � ° �i PORCH ATTACHED TO EXIST. RESIDENCE ON TWO a ' ' ADJACENT WALLS. r ' TUD PLATE TIES FW4JFACnMn2 BY SHPSON 5T -TIE ccWNCTORM Hcy.No. RSPa ADD 104 SQ.FT. FRAMED DECK TO EXIST. DECK & "' .. TSO PLA A Wr NEW SCREENED PORCH. i{ A ALION KrM STUD ADD NEW STAIRS FROM EXIST. DECK AND NEW 6 { 1 DECK TO GRADE '5TUf75 016'D.G: REMOVE EXIST. BAY WINDOW @ DINING ROOM & s � Od ADD NEW 12'-0" SLID. GL. DOOR FOR ACCESS TO INTO PLATES NEW SCREENED PORCH. arra slw$ BOLT NEW 2X12 ROOF RAFTERS TO EXIST. RAFTERS f;DIVE " 15QAFF IN& DETAIL ADD 2X4 ` SUPPORT NEW ROOF RAFTE REMOVE EXIST. ROOF OVERHANG ] .gyp i �} ADD NEW 3-1/2"x16" 2.0E PARALAM BM T.O. PLATE '•+i"SOFFIT & ROOF LINE TO MATCH EXIST. 12-2. Fi "" TIO OPENINSS, ,#ATE , I. I I"1'�. WILDINGS LOCATEIP I OVER NEW SLID. GL. DOOR T.O. SCREEN @FAMILY ROOM K{ � P VERIFY DIMENSIONS ON SITE tiy0 o I r GENERAL NOTES EXIST. DIN. RM. I I LAZE O I k TI �, I I U :135 � F_L I4T1. All work shall conform to the requirements of the Residental Code of New York State, County and Town Department Regulations, Utility Company requirements and 0 REMIREMENM OF T74M LA MISSILE i �'I T OF F_ Iq916 AND ASTM E W6 AS best trade practises. b RAILING To CODE BEYOND - 501-:2-1-2-1- 2. Before commencing work the Contractor shall file all documents required by the T.O. RAIL °0 I 'L I;..�+�E 1- OPENI 1 I I I T f�.r�'�"�,, Building Department, pay all fees required by local agencies and obtain all required � +� �r �,r 1 P: IMT RE I E Or- .I > 1 - I 1` O permits. 3. The Contractor shall visit the site and verify all dimensions and the existing M!� 5/46 WOOD DECKING 57ANDARD OR AN51111VASMA 115. conditions affecting the work prior to construction. Any discrepancies which would STEP -_ interfere with the satisfactory completetion of the work described herein shall be reported to the architect or property owner. Do not start work until such conditions EXIST. FL. dolsTs _ `��,�, have been examined and a course of action mutually agreed upon. Failure to notify 2X10 @ 16" OC SOLID BLOCKING ,,p■,,, P � PiI ! ! I NESS NOT THAN 1 I y NEw sT s the owner or architect of unsatisfactory conditions will be construed as an acceptance IN T ORE THAN FEET SH BE- � I FOR 'NTNG TI I i of the conditions to properly perform the required work. �" j (,j f } }� *� 4. All work is to conform to the drawings and specifications of the architect and PANELS S ALL � V ' '`�''° t FFP TO THE F I�* V I'� k engineer consultants. "�'�..E FANtL 5. The Contractor is to maintain a complete and u to date set of plans on the EXIST. FOUNDATION I I I � I�7M �I .,I P P �F2-2X12 DECK GIRDER ANCHORED TO r 7 4e+ � fid' i�° ] '{ ■ job site at all times 4x4 ACO I POSTS ANCHORED TO 10" DIA CONC. PFM5I� LEDAS ( �IE FOR THE � J I 6. The drawings are not to be scaled under any circumstances.PIERS TO 18"x8" POUR. CO 1C. FTGS, t,• 4i+' �i Imo. I� },� �,� I - \I pTfl THE � - T 1 'A AA RE I y T r 3 HALLBE I To 7. It shall be the Contractor's responsibility to ascertan all prevailing procedures L_ ____ __1 l II� } � t°r } iy r including storage and toilet facilities,protection of existingwork to remain,access to IRIVS1 T THS ' i '� ANP ,+�^-'"° VC LO c 1 1 IN C p 1�� work area, hours of permitted work,availabilit of water and electric r'` � P y power and all T yy,,� � �, ,q other conditions alnd restrictions for this particular location in order to execute the I I L� I � ; � I.I �� ���11'� �i l�-� � �" work in a careful and orderly manner with the least possible disturbance to the public. °�' PROVIDED }�, �q,_ y� y,,� q,�' 8. The Contractor shall make the neccesary arrangements to utilities and services "' ` "I � ��,,ff k �! Ial''�6k � I I'�l temporarily disconnected while performing the work. as required. TI K= T I I4.r� N HI` H TABS I. ■ �� I I . I �,, 9. The Contractor shall provide all dimensions and cut-outs for other trades. SECTION10. The Contractor shall provide proper shoring and bracing for all remaining structure -- - -- - - - _ J I LLXN05 : ti Tf4 MEAN ROOF °SEI T` I� T° L'� WERt T ULT111 T` prior to removal of existing structure. 1 /411 1 -0 1 1 . . 18 p r �I NV g 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed = �I N i I"k dJ �iL I� I 1 L ■ persons who shalll arrange for and obtain all required inspections.The General Contractor shall be responsible for scheduling all other inspections as required. pay * 12. The Contractor is solely responsible for construction safety and shall hold the MRIS T=oTI°,may fid- FASTENINO owner and architect harmless from litigation arising out of the Contractor's failure to HFOR, WOOD STRUCTURALI- provide construction safety means and methods. I 'A I tom` CONSTRUCTION NOTES FAS■ 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. I / I�ER TYPE FOOT 6 FOOT 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. PANEL SPAN < NEI- PAN fir :,. -SPAN 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. f 7�L f` copper termite sheild. FOOT - + " OOT d5 r 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance '° with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed N�--yy. OOP REN. upon by an engineer and certificates shall be issued stating same. ,�Y l� 6. Unless otherwise noted all framing and structural wood components shall be BASES ��,JIGtH 41TT� I #2 or better Douglas Fir. � +, I 7. All framing techniques and methods shall be as prescriptive design based on " -� "�° � AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301,2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy . 1 Conservation Code of the State of New York. T 9. Fireblocking shall be provided in all wood framed construction in accordance -NEW ROOF OVER NEW SCREENED PORCH TO ALIGN W/ ROOF OVER GREAT ROOM ; ,� ,�,, ��,�I"'4I ! I� � � with NYS Code R 602.8 to form an effective fire barrier between stories and ��''� ' I I -� T ■� '# T7 ! between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with .,.: code R301.2.1.2 if they are required. ;, ia, rl t h ........ ...._,....,.:,. :; o comply y wit local geographic i.,�_..,.,....; i; 1 1 All portions of the new structure are designed m I J ;i.l 1. i ( I +L.� , O E and climatic criteria as state In the lows g table "'�' � '' d following z I TI4 2 16 M1 �i� DES jiy j r , , . , �- ■- GEOGRAPHIC & CLIMATE I I / � 1 'EXT I.. f OT GN CRITERIA �f /l J GROUND SNOW LOAD 45 ps1 Or WIND 'scREENs./,��. /i;; SE SMC DESIGN CATATGORY 130 MPH of m r % /r RAI �J RAILING TO CODE BEYOND ( ( ,pry �j �V, WEATHERING SEVERE i o < , �ar 6 � ON I MP T U TII"`�ATt-: FROST LINE DEPTH 36.. TERMITE THREAT MODERATE TO HEAVY w M i 'I WIND A 55 MOOT MSN !:> , DECAY FLOOR @ HOUSE c c� "•%% � a SLIGHT TO MODERATE FLOOR @ PORCH; . WINTER DESIGN TEMPERATURE 11 �y _ FLOOD HAZARD AS NO TED '.Y ' : 1: i :i : : NEW EPS END5 Ht NOOCSTRUVWRALPANEL. A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES -. r- :51 1 R' 5H LL BL 1-06ATtV NOS LF- THAN A- 102 SECTIONS, ELEVATIONS 1 OCH MOM 11"H'12 =O T PANEL. k ELEVATION EXIMRIOR KAII Cry RING 1TH AN EMBEDMENT FLOOR PLAN FOUNDATION�- ON PLAN LENO1 /4,r = 1 ._0„ 1 1 . 9 . 18 T F NOT I- I 4 INTO T� �� F NEW�� -�I TE E 'H' 1. E [.06 O `� �� ECF SCALE AS NOTED NOVEMBER 10 2018 L ts �k .,' N0TT ,LE 5 5 TH fkN 2 e":2 1 NC H EZ5 MO M I r4 E a rZ 0r- T ��I z��D .r+°r fr`.�T Or- LIJ rss 101 VIEW, 'O�TAI �-f M1 �o. .TSI VIE39ATION-R -515TANT ANCHOR5 HAVINS ANpermits I drafting expediting OF 2 ULTIMATE T CoAPAjC,1TY F NOT LESSPO BOX 49 THAN 1,500 POUNDS- JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 NTNG SGHEDUUE FITZGERALD/HALL RESIDENCE t7E5GRIPTION OF BUILDING E3FFENTS NUB 5b� SPACING AND LOCATION ROOF NJRRIGANE AMG110RS MANUFACTURED BY SIM2 s-o" ���X k)(0-fir) No.L Oh!5,L&SU2-TO COtNfGTORS 4265 N. B AYV I E W R D. M0DOR I V No.L55112DJ.E�St1 RA OR ----- INcS BE WEEN CEILING-01575 OR RAPTPRS 9"6d COMMON M YVXO.IBI"J,OR OINNE ALENT AT EVERY RAF1tl2 TO RIDGE �°LArE 3-IOd BOX(215,X0.12&,),OR 10E NAIL GOIREGTiON w1EN RAFTERS Do NOT ALIGN S O U T H O L D N.Y. 9-S'xO,ISI"NAILS HURRICANE ANCHORS MANUFACTURED BY -5'-9"-,-5'-9`- _9„ 64MPSOFi��T�aoRA APPROVE LINE OF EW DECK -0 COMMON O Y'IXO.151");OR INS JOISTS TO TOP PLATE PFR JOIST,TOE NAIL EQUIVALENT AT EVERY RAFTER TO L15N D-1Od°O"NAILS 2S')'O'� GO ��ONh R AL'°" EXISTING: SINGLE FAMILY RESIDENCE 8~9'X0.151' NAILS o wDSL'�, cel N5.101ST NOT ATTAGFfED To PARAi11'L RAFTED 4-10d BOX(3'X0.113')OR C� T� A -N- 1000-79-3- 13 I 7 �-I - - - - - - - - - - - - �-- - - - - - - - - - - - - ,� -I OVER PARTITIONS[boo 5ectrone Rb029.1,"02.5. 3-Ibd COMMON(314"Xo-162");OR FACE NAIL JCI 1 V I tt I 0 0 0- / 9�3- 13 I ablo Re07s.I('Tn 4-8'x0.181"NAILS ZONE R-40 .5 2 ACRES I Ns.JOIST ATTAGTED TO PARALLEL RAFTER I 3-2X12 DECK GIRDER ANCHORED TO _ _- -_ .JOINT), TABLE 8&02 S.1(q) FACE NAIL PROPOSED: 14" DIA PIERS/FTGS. TO 36" BELOW GRADE. 5a4tlorw 8902.3.1 ,RD0292 and Table 8902,5.1(1)1 4.10dBOxl3'X0.12h°)OR ADD NEW ONE STORY 312 SQ.FT. SCREENED AR TIC TO RA1`TER FACE NAIL OR I Y4"X 2090. 5-10d COMMON(314"X0.14&');OR POST ANCHORS, GIRDER STRAPPING & JOIST ANCHORS To CODE 5TRAPTORArTER 4-51X0.15111 NAILS FACE NAIL EACH RAFTER i. PORCH ATTACHED TO EXIST. RESIDENCE ON TWO O RIDGE 5TRAPPIN5 DETAIL o a-16a BOx KAIL5(�}'x0.185")oR 7 Tot:NAILS oN or(D 9117E ADJACENT WALLS. 3-lod COMMON NAILS('.'xO.I4D'J;OR A�I TOE NAIL ON oPPosl r O @, � I LINE OF NEW DECK T 4R ROOP 781155 TO PLATE SIDE OF EACH RAFTER OR 4-514 SOX C9'X0,12✓,");ORADD N 25'-0"x14'-0" DECK 4-sx0.l3r'NAILS I 104 SQ.FT. FRAMED DECK TO EXIST. DECK & T NEW SCREENED PORCH. p -E�-'- - - - - -` - - - - - - - - - -''-- 4-Ibd(9 i"X01957 OR S-10d COMMON(3'X0.1487,OR U O 3 30 4-IOdCOX WX0,128),OR TOENAIL ADD NEW STAIRS FROM EXIST. DECK AND NEW LU I-_ _74„ 7'-74 Y'_0„ 4-3'X0.191' NAILS o U) R 4-rER5 To RI Dot,VALLEY OR OF RArTER5 OR DECK TO GRADE 2-2X12 DECK GIRDER ANCHORED TO p o p w RAF(ERg TO MINIMI M 2"RIDGE BEAM 14" DIA PIERS/FTGS. TO 36" BELOW GRADE. 0 5-16d BOX(3 4"XO-ISS')OR N olY 2-16dCOMMON f3Xs"XOJ627;OR TOC NAIL REMOVE EXIST. BAY WINDOW @ DINING ROOM & U w 9-10d Box(`3"X012$");OR N' o NEW 17'-4"x6'-0" DECK z �� _ _ g"g•"°'g'��"�'"� ADD NEVti/ 12'-0" SLID. GL. DOOR FOR ACCESS TO LL MA»<IGANE AN-7111! NNEGTO MO EK 1'-0' ,_41" 5'-4 5'-4� o WALL ,�+r,oN,T■allo-heeaescrca,woel. 2 2 2 u, Nb.NI oR APPROVER TOhVATENT AT Edna,". EXISTING 2 X 10 LEDGER BOLTED TO HOUSE FRAMING - _ Z TO 5 R D(TJOf AT L't2AfED►^L•LL PANELS) '�COMMON 162'.1 24'OG FADE NAIL ■AERN TO PLATE cONNEcno' NEW SCREENED PORCH. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y _ - - - - - �- - L�- - - - - IOd(3'XO.I'�87;OR EXIST.CONC. FOUNDATION @EXIST. RESIDENCE j 5"X0.1517 NAILS Ib OL,FACE NAIL TO$�AND ABUTTING 5TLb5 AT INTMSeOTIIN6 NALL 1 r Ibd BOX(514"XO.Ia'37;OR , t e .; 12"o,G.PAGL NAIL 2-2X12 DECK GIRDER ANCHORED TO 3"x0,1'31'NAILS POsGAP MANLrAOTURevevmNPsa4 (AT BRACH NALL PANELS) ,TRONtS-TIEGONECTORsMGOELw.,G,2.2a 14" DIA PIERS/FTGS. TO 3 BSLOW GRADE. o Ibd COMMON 15)5"XO 162.1 16"oz.FAGS NAIL ._ _. 17'-3, '- lad COMMON(5)5"xola2'1 16"OG EACH£o6E FACE NAIL UP HEADER IV TO 2"HEADtR NITHJS'5PACrg) IL 23 Q 16d Box 0 JVXO.I:&,) 12"0 G.EACH EDGE FACE NAIL VeCIM.TIVE OCU" 0YlR SEP 2 5 cQ��J T 4,4 1 5-8d BOX(2)5'XD.IIS");OR I � 1 4-&d COMMON(215"XO.19I);OR U N10Ura HEADt TO STUD TOE NAIL p o0 4-IOd BOX(5'X01:26" wwuNEANObR, Q. MAN"FAOTI,R®pY l .- - ,R/►SON 9TRON9.nE -T, w 16d COMMON(815"XO.I62•) 16"O_C.FACE NAIL coWreGTORS MOOS No. , ., _ , p H],A OR A"-OYM 1 Eon VALENNECT AT Oa UJ ATE TO TOP PLATE IOd BOX M"X0.12&')r OR EKT Y SEAM TG z 'S"X0131')NAILS 12"OL.FACE NAIL •'DOT aION °OC""'a J 8-I6d COMMON(5�'Xo.ib2');oR UK,I/T,ON Z~OR Noe CONNECTORS O LE TOP PLATE SPLICE FOR SITUS A-0 WITH SEISMIC 17-I6d BOX(g)5'X0.13");OR F a■woc. �oRiALL`H IN10"IPL5"TION - WALL Llt 5PAGIN4< 2 I2-106 BOX(S•XO 126•);OR rAGt NAIL ON EACH SIDE OR ` """mac 12-5"X0.131"NAILS END JOINT(MINIMLM 24"LAP GENERAL NOTES 00 POST GAP l~AGttREO eY,MF,ON Po,r OAP MANiAGTMPD EY,INr,oa SPLICE LENGTH EACH SIDE OF ■TRONs I-CONNECTOR,MODEL N".Bcs�-]4 TRON AP cars_G'NE MOOR.No.Ece�a a OR AHp V&fAC%kMSPET N,TALLED 1. All work shall conform to the requirements of the Residental Code of New York EXIST. CRAWLSPACE END JOINT) A9 rB[,N NpAGn pey SPECIE GATlO4s OR PERR~Ae," SPI INMATI N LE TOP PLATE SPLICE Sky o D1,OR L�:AND ASFAG MAN FAG�RE„pEGIP GArgN 12-Ibd CS 15"X0.1887 oaE�e a NLlR cow AGOcotu,ry State, County and Town Department Regulations, Utility Company requirements and > WALL LINE SPACING>_7S' fa,A4+eAEEMANLFACTUR®,r,r+Pso/4,TRallo-nE o r oaN".005066-EO,zNSTALLED A,TERMAN,FAGTVRERS best trade practises. CO / TIGAnON,OR APPROJED EOUNALaw I a I lad COMMON(555"XO 162) 16"OL.FACE KA1L P ,y FcoNc � 2. Before commencing work the Contractor shall file all documents required by the OM PLATE TO JOINT,RIM,JOIST,SAND.JOIST OK + ■x Eear,RAOE MIN - KINeS(NOT AT BRACED WALL PANELS) Ibd BOX(514"X0.135');0R I,' Building Department, pay all fees required by local agencies and obtain all required 5"XOI511)NAILS 12 o.C,FACE NAIL permits. U ' S-16d DOx M J5•xo,1357;OR 9 EACH Ib'OC.TACE NAL I I 3. The Contractor shall visit the site and verify all dimensions and the existing p OM PLATE TO JOINT,KM J015T,SAND J015T OR 2-Ibd COMMON l9 JS"x0,167');OR 2 BA0H 16"O.G.PAGE NAIL conditions affecting the work n y p LL KIN$(AT ERAtg7 YIALJ.PANELS) 4-51X0.1811'NAILS 4 EAGH 16"OG.FACE NAIL ' I g prior to construction. An discrepancies which would LL interfere with the satisfactory completetion of the work described hereln shall be 4-&d Box(2 "x0.115•),OR - reported to the architect or property owner. Do not start work until such conditions LU 3-16d Box(515•xo.Iss7;on P P P Y 4-6d COMMON(215"x0.191');OR TOE NAIL COLUMN STRAPPINCG DETAIL have been examined and a course of action mutually agreed upon. Failure to notify OR BOTTOM FLATP TO STUD q'S X X151 NAII �1`OR the owner or architect of unsatisfactory conditions will be construed as an acceptance - - 2X12 ACO LEDGER BOLTED TO HOUSE FRAMING W/ 1/2" EPDXY COATED BOLTS @ 123�OC STAGGERED - , + of the conditions to properly perform the required work. - ` -- - - - - - - - - - - --- - - - - ,- - - - - - - - - - - -- - - - - - -- - - 9-16a13ox(93°xoJgsl,oR P P Y P q 2-16d COMMON M N'x0.162•);OR END NAIL 4. All work is to conform to the drawings and specifications of the architect and EXIST.CONC. FOUNDATION @EXIST. RESIDENCE 9-10d SOX(9"X0.126"1;OK 9_3'X0,151"NAIL-5 engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the 3-IDd BOX(3"X0.12!5);OR USE BITpsON z+TAx 011141115 eoa4EeroRs , EXISTING EXIST. AT>:s,LMS AT GORNF9L9 AND INT13i'S6CTICt� 2-16d COMMON M N,X01627,on TO NUWASE WfVtOVON RE515TANOE job site at all tiimes NO CHANGES FIREPLACE 3-3'xo.13i"NAILS FAGS NAIL FOR ALL YV A40RE noN uklEIM 6. The drawings are not to be scaled under any circumstances. 3-bd 15OX(3 •X0.115')1 OR KALL STWSo 16.Oc. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures IACZ TO F_ACIi STUD AND PLATE 2-8d COMMON(2 J5 X°'131•)'OR including storage and toilet facilities,protection of existing work to remain,access to 2-1174 SOX(9•X0.1297;OR FACE NAIL work area, hours of ermitted work,availabilit of water and electric ower and all 2 STAPLES 1 3♦' P Y P Eox 2 xo. -OR other conditions and restrictions for this particular location in order to execute the FOUNDATION PLAN 2-5d GQMM�(I WX0150,OR work in a careful and order) p p �•SHEATHING TO EACH BEARIN& 7-IOd BOX WX0.I26");OR FACE NAIL Y manner with the least possible disturbance to the public. 2 5TAPLE5,I"CROWN,16ga.J 14"LON9 15OTTOMrt� (I 8. The Contractor shall make the neccesary arrangements to utilities and services 1 4 = 1 '-0" 1 1 . 9 . 1 S-bdPox •x0.u9°1;OR R,M,,01sT � temporarily disconnected while performing the work as required. 9dsa COMMON)715°x0-191"J)oR 9. The Contractor shall provide all dimensions and cut-outs for other trades. S-IOd Sox!6"X0.128");OR �� REVISED 10. 14. 19 5 5TAPLV5.I"CROWN,I6ga"13:LOWS 10. The Contractor shall provide proper shoring and bracing for all remaining structure ` ' REVISED 9. 17.2 0 "AND W1DI32 SFEATHIr�TO EACH BI-Ai¢INs WIDER"MAN VX&• FACC NAIL f�\ / prior to removal) of existing structure. 4-6d BOX(2 X0.1187;0R a 1 1. Plumbing, electrical, HVAC and similar work shall be performed by licensed 9-lo COMMON 0 15'9C0.191"J;OR •� �yTR PPINS ro Be persons who shall arrange for and obtain all required inspections.The General 2 T. DECK 4 STAPLES, 1,0e)%"LOWS MOOR Jo 9T 1NSTA LLED AS FM M~AcTURL's EXIST. DECK SILL FLA Te1 5PECIFIGATIONSAPDNYSC.00E Contractor shall be responsible for scheduling all other inspections as required. FLo�2 TERMITESNIE rr/� 1660.STRAP TVsMANIFA,nPW 12. The Contractor is sole) responsible for construction safety and shall hold the 4-Dd Box CZ j"X0,119•);OR POlamATION Y1ALL / BY 5"--'ON STRONs-TIL WINNECTO s Y P Y NO.L916 OR APPROVED EWVALENT. - r TY7 SILL TOP PLATE OR 61FCCR S-8d COMMON(214^xn.l3r'1,OR / STRAP TO IMve MIK 1T EEARINS ON THE%TRS owner and architect harmless from litigation arising out of the Contractor's failure to -- - - - - - AND I RAP LWIPM SILL RATE AT FOUNDATION. 3-IOd BOX!3"X0,17&");OR TIDE NAIL NEW RAILING & POSTS TO CODE S-8'x0181"NAILS 0 provide Construction safety means and methods. 'x'J 'STL BPARNe PLATE MANl1FAcnFzD 8d BCT% 2 'XO 113') 4'O.G.TOE NAIL BTS P50N 5T1ZONfi-TIE pON4[GTOR5 MODEL NO. -- - - ---- - --- - -- - _ R TOP AFrROV W EWfVA1.ENT -- - - - TO SILL O OR JOIST,(R BAND JOIST r OR SL L50J bd COMMON(215•x0 iSl"'; °� CONSTRUCTION NOTES AE'PLIGATION9 AL901 IOd BOX(8"X0.12&)r dx b'OG.TOE NAIL 5"XO151'NAILS Hoolco ANCHOR BOLT - - -- - -- XO 1317,OR -WITHIN N 6-121 &V COW-RETE P RlE 2-Ce(COMMON 1314„ - - - - sU$'FLo4'JR OR LESS 110 EACH - FACE NAIL FOUNDATION PPI G DETAIL . . ' 3 lod Box C3"x0128");OR ND 5 � 1 All footings :shall rest on undisturbed soil at a minimum of 36" below fin grade 2 5TNILE5,I"CROWN,I6ga„1%"LONO 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. "S-16d BOX(515'X0.13');OR - -- Q 0("L"oOR To JOIST OR 61RDE;Yt BLIND AND FAGS NAIL 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. 2-1 6d coT•rMON(9 X�x0,162') copper termite sheild. CONNNEN NOTKALIONM NITI - - - - (!'LANK 4 BEAM-FLOOR R ROOF) S-Ibd EOX(S J4'XO.i°$„);OR AT EACH ELARIN©,FACE NAIL ss ROO•,TRAPP"MTAI AP N, TRS, TOP PLATE �° z-lad eor„rt-roN(sX�,�colbs,) //�P�'A�P'�R,•aAr.,.msA.<oL„RAP 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance ! R001T�AMIH,TOP��"'�L with the New York State BuildingCode and manufacturers specifications. - In OR RIM JOIST TO.JOIST N R / 5. Pilings shall be installed by a licensed contractor to a depthandbearing agreed 9-1 COMMON XO162") II o -- - - - UJ 4lo eox(NAILS i 09 s"x0.128'7;OR JcND NAIL upon by an engineer and certificates shall be issued stating same. 25'-0"04'-0" DECK 4-5,x i44go.9 APLE,3,J•eRowN - 6 from) and structural woo components t RE-STRUCTURED AND RE-SURFACED - - �� �- otherwise noted a g I d p is Shall be Unless e II 'n t m o n z 20d COMMON(4"xO.1a2'7;OR 32'4C.AT TOP AND BOTTOM h , TOP PLATE #2 or better Douglas Fir. - - - p 2AND TAGOERED - - - - - 7. A Naming techniques and methods shall be as prescriptive design based on 104 Box P3"X0.178')11 OR FAGS NAIL A7 TOP `I � P P 9 RAILING TO CODE AND BOTTOM 5TAC ON AF&P Wood Frame Constructlon Manual for One and two FamilyDwellings (WFCM) -VP GIRD]=R5 AND EEAMr,2�INGH LI!hff It LAYC1e5 9"X0,191'NAIL5 O S SIDES AHD, o or as specified iin R301.2.1.1 - - z-zoo cor4-bN( x0 OR A AND I building envelope components shall comp) with Chapter 6 of the Energy - -- --- x 9-IOd BOX "XDL2✓,'9IgpR AT EAGHISPLIGL ); t y a t er _ NAILS �K� Conservation Code of the State of New York. p Q 9 s'XO 191" A-16A BOX M J,,�,+ .)PR �S� 9 Fireblockin COMPOSITE DECKING gl shall be provided in all wood framed construction in accordance - z ER STRIP 5UPPORTIN&JOISTS OR RATTERS 9-I6d COMMON(9)5"X0.162");OR AT EACH JOIST OR RAi"T "Aper,�;� with NYS Code R 602.8 to form an effective fire barrier between stories and ---. -- -- -. --- 4-1Od BOX(5'X01251;OR FACE NAIL xo-lel NAILS between the top story and roof space. --_ �- - 1 r NAL 10. Protective panels shall be provided for glazed openings in accordance with - - r1a ) EAGTI EXIST. DOOR & SIDE LITEs % TO.1015 2-IOd(9"X0.128" END,rot NYS code R301.2.1.2 if they are required. NOOD- STRUG L IeRAOR ROOF INTERIOR WALL 5F•EATHINQ TO rR.AMINEs AND PARTICLE BOARD WALL -- / - -- -- - - - -,-- - --- ATHINo To FRK MIN©[5PE TAS Rhos 91'9)FOR NOOp 51mloTLIRAL PANEL exTemoR WALL SHeAT)4INo To PIALL PRAMIN01 1 1. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the followingtable. 6d COMMON(2"X0,113')NAIL(SiJSf`L0.'7R,WALL) � 1- - 'll'- -IIT"-' -ITT NOTE. AT EACH H ND OFT 1,REO,JIRJ.� Sd COMMON(215"X0.131')NAIL(ROOF) b I I I I I ,0770.1 of NEAOER,ILO,IN AoomoN II II I AT TOP ANDOTTCW1ONE GRry-LD AT GEOGRAPHIC & CLIMATE DESIGN CRITERIA - I• Ed GOt4h�ON NAIL(215"x0,18)7 b 12 ;t ATS CT N� m� lad COMMON M"X0.148)NAIL,OR I i t I I I I b y I 1�+' bd(2)5'xaTSr)DEroRMmNAIL 6 12 GROUND SNOW LOAD 45 psi \46 0141P TICS MAICPAMT WIND SPEED 130 MPH OTHER WALL 9HGAT'HING ®Y,u*,ON,rRON&ME CONuGTORS ",E,MPSON z-MA"OR MCLS tONEGTORS MODEL Nb.GAlb OR Ar N EOVIVAL". TO INCREA6E OORRO'ION RE,I,TAWle THING I WEATHERING SEVERE �+CTURAL CELLULOSIC FIBi IMOARD p1A Y wzm R�7P1N5 AISTWAP TO HAVE MIK 12' SEISMIC DESIGN CATATGORY g ML'Tt=1�OR I'GROWN STAPLE Ib eja., 3 b rieAF uone,ILL PLATE�OrwvAnon. ��iv�O�wNieetadEGnON -k° UPLIFT CONNECTOR DETAIL sTwa.TURAt GFILULOSIGFi[7g2BOARD DI,4�,�R OR i GROWNsrAPLE Iti ga. 3 6 FROST LINE DEPTH 36" TMI I , TERMITE THREAT MODERATE TO HEAVY d I 'u^ALVANIZ®ROOFIN=i NAIL,STAPLE 1 DECAY SLIGHT TO MODERATE p MSF ATHINEi PEW Imo,115"Lallo,I Y;sGRI=NsOR 5 , WINTER DESIGN TEMPERATURE 1 1 d I% 4tALVANIZED ROONNO NAIL;STAPLE AS NOTED EXISTING EXIST. GREAT ROOM YP9IJMISHEATHING T -r IQ"MIN.wee FLOOD HAZARD NO CHANGES NEW SCREENED PORCH erALYAN1zsD,1�e SGRfWS,TYh�w OR s "DIFFERENCE Q (NO CHANGES SINCE PERMIT ISSUED) 1N7pD STRVSTRllAL PA1�J.9 COMBINATION SL6FLOOR UNDLiQ111YME3lT TO E`RAMIN6 1 &d Ptl=ovwo��C!"%W70"J NA1L;oR A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES O !� t>d COMMON 0114x0,1817 NAIL 6 IZ U Od MFOR7N l7')(0.191"J NAIL, AI A- 102 SECTIONS, ELEVATIONS 5/8"Oxl2"STEEL ANCHOR I " 1 bd DS=FORM®(Z 15'X0.120"J NAIL 6 12 * . I � 104 COMMON(S"X0.148'7 NAI).,,OR " X I " bd DEFORM97(715'X0-f2O)NAIL 6 12 BOLTS AT V-O O.G. MAX, MIN EMBEDMENT OF Yh ■ 23.4 mm,I Foot■ 8048 mm,I MILE PER HOUR■0441 m/e,I ksl ■6,t415 MPa ST�OD1?1-COMMON BOX OR DrFEORM97 SHANKS EXCEPT WHME OTHERW W STATED.NAILS USED FOR PRAMING AND SHEATHING SEE PLA SHALL HAVC MINIMI.M AYCRAISC BENDINS YICLD e✓(RZNSTHS A9 5HOMN1 80 KSI POR SHANK DIAMI-'rM Or 0.142 INCH(20d A ` lu,qO K51 FOR SHANK DIA4ErMS LAR5ER THAN 0.142 INCH Blit•NOT I.ARE,ER THAN O.M INCH,AND loo KSI FOR SHANK FLOOR PLAN FOUNDATION OF OJ42 1NG1 I IR LEMS. P LAN I ;F r�' Alm Ib pAEiE l41RE AND HAS A MINIMLM T/Ib-Ir�H ON DIAMETER GRDMN WIDTH. 1 C Y ALL BE SPACED AT NOT MVM THAN 6 INCHES ON CEMER AT ALL SUPPORTS MITRE SPANS ARE 4b INGTE9 OR 6REATER. e� BY&-FOOT OR 4-FOOT BY q-roof PANr;L5 5HALL BE APPLIED VERTICALLY. STEP ��\5 S 0HF1 0 OP FASTLNER5 NOT INC41"D P IN TOO TAE &4ALL M DA5EP ON TALE 8602,5 W. G ,� ULTIMATE DPSISK RIND SPIED 15 130 MPH OR LE 7%,NAILS FOR ATTAGHIN5 Nacc;STRUCTURAL PANEL ROOF SHEATHING TO , SCALE AS NOTED NOVEMBER 10 2018 t WAIL PRAMINO SHALL M SPACED&INCHES ON CENTER,WHERE THE ULTIMATE CC51ON WIND 5PTED 15 OREATER THAN 150 MPH, n ArrAZHINS PANEL ROOF SHl 11-1IN6 TO INTERMEDIATE SUPPORTS SHALL BE$E SPACED 6 ITCHES ON CXNTER FOR MINIMJM 4,& 4� - - - PCi*r;F;-;> ! ROM 900eb,EAVE5 ANP OABLE CND WALLS;AND 4 INGHm ON CENTER 7o v^vLE END WAl-1.FRWW,. &ckTHING SHALL CONFORM TO ASTM G I5gb AND SHALL Be INSTALLED M AczoRDANGE WITH 6A 2$5 FIBMWARD SFMAT iNs ORM TO ASTM G 208 ! 1 =q 4j OF`FASTCNEI29 ON FLOOR SI EATHIN5 ED E-S APPLIP,M TO PAWL Q76M SJOPOFMO BY PR4MIN6 M�MBL-R9 AND RLOVIRED 1�_` ND AT FLOOR PERIMETERS ONLY.SPAGINS OF FASTENERS ON ROOF SHEATNINS PANEL APPLIPS TO PANEL rPOES 101 BY FRAMINO MEMEIC"AND RECUINED 19LOGGINO.BLOC OF Root`oR f LOGR sHEATF+INO PANtg EDpE3 PERPENDIGULA}Z TO ANCHOR BOLT DETAIL + 1P9 'H` EXISTING EXIST. N �'LiU6 �U` MEMBERS NEED NOT BE PI*OVIDFb ExCEPr AS R MIRED BY OTHM PROVISIONS OF THIS CODE.F3.00R PERIIST SHALL Be C:/Users/oan/Downloads/logotaglinOCMYK NO CHANGES FIREPLACE EXIST. DINING ROOM A4, EY rRAMINO MEMS@Q5 OR 150LIP MzVeIN0. �u/ l�j y LE,PROVIDE TAO TOF NA L-A! OR Tte RAFTER AND TOE NAIL5 MWM N4 ASTENED TO AN AD-W-ENT PARALLEL 14015 To TOP PL Isr IN INN AGC<79PANGE KT�f�5 SCHEDULE.De TOE NAIL O : ITE BIDE DF THC RATER SHALL NOT 5C RE=QUIRED. 1 OF 2 FLOOR PLAN PO BOX 49 ►T JOAN CHAMBERS SOUTHOLD NY 11971 1 /4" = 1 -0 1 1 1 O 631-294-4241 REVISED 10. 14. 19 FITZGERALD/HALL RESIDENCE 4265 N. BAYVIEW RD. SOUTHOLD N.Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-79-3- 13 ZONE R-'40 .52 ACRES PROPOSED: ADD NEW ONE STORY 312 SQ.FT. SCREENED PORCH ATTACHED TO EXIST. RESIDENCE ON TWO ADJACENT WALLS. ADD 104 SQ.FT. FRAMED DECK TO EXIST. DECK & NEW SCREENED PORCH. ADD NEW STAIRS FROM EXIST. DECK AND NEW DECK TO GRADE REMOVE EXIST. BAY WINDOW @ DINING ROOM & ADD NEW 12'-0" SLID. GL. DOOR FOR ACCESS TO NEW SCREENED PORCH. GENERAL NOTES EXIST. DIN. RM. SCREENED PORCH FRAMING NOT ALTERED SINCE PERMIT ISSUED 1. All work shall conform to the requirements of the Residental Code of New York State, County ,and Town Department Regulations, Utility Company requirements and i best trade practises. RAILING TO CODE BEYOND 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required h permits. 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would r` 6/4Xs wooD DECKING interfere with the satisfactory completetion of the work described herein shall be _ EXIST. FL. JOISTS STEP reported to the architect or property owner. Do not start work until such conditions -- x10 @ 16" oc soup BLocKwG have been examined and a course of action mutually agreed upon. Failure to notify Y NEW STEPS the owner or architect of unsatisfactory conditions will be construed as an acceptance of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and engineer consultants. EXIST. FOUNDATION 5. The Contractor is to maintain a complete and up to date set of plans on the job site at all Rimes 2-2X12 DECK GIRDER ANCHORED TO 4X4 ACQ POSTS ANCHORED TO 14" DIA, CONC. 6. The drawings are not to be scaled under any circumstances. PIERS/ FTGS. TO 36" BELOW GRADE MIN. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all POST ANCHORS, GIRDER STRAPPING & JOIST ANCHORS TO CODE other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. t5 9. The Contractor shall provide all dimensions and cut-outs for other trades. SECTION10. The Contractor shall provide proper shoring and bracing for all remaining structure p prior to removal of existing structure. 1 /4" = 1 O" 1 1 . 9 . 1 8 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections.The General Contractor shalll be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to provide construlction safety means and methods. CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. HURRICANE ANGFIO'RS MANUFAGTIJRW BY 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 51M 50NLSSU 5TRONE2-TIE GONM�wGTORS 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance EWIVMOVEL No. T AT EVERY R T #�! with the New York State Building Code and manufacturers specifications. EQt11VALENT f1T EVERY RAFT�Z TO RIDGE g C04MGTION WEN RAFTERS Dfl NOT ALIGN 5. Pilings shall' be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be NUR CANt ANCHORS MANUFALTIJRWBY #2 or better Douglas Fir. 51MFISON STRONG-TIE GONNVTORS ..RC.OF RArTMS 7. All framing techniques and methods shall be as prescriptive design based on MODEL No. LSTA24 OR APF'ROVE AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) EGIUIVALENr AT EVERY RAF MR TO RIDGE or as specified in R301.2.1,1 CONNECTION WEN RAFTERS Al or All building envelope components shall comply with Chapter 6 of the Energy RID " . Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance —_ with NYS Code R 602.8 to form an effective fire barrier between stories and between the top story and roof space. I �— 10. Protective panels shall be provided for glazed openings in accordance with NYS code R301.2.1.2 if they are required. / I 11. All portiolns of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. I GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps1 j CUT M MAHOGANY FR ED SCREENED PA WIND SPEED 130 MPH E S 2T-O"04'-O" DECK SEISMIC DESIGN CATATG0NY B RE-STRUCTURED AND RE-SURFACED WEATHERING SEVERE IPO � ��1`tt,.r 1 �� ., FROST LINE DEPTH 36 TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERA FLOOR @HOUSE TURE 1 1 t� F OR @PORCH „ FLOOD HAZARD AS NOTED w A- 101 FLOOR PLAN, FOUNDATION PLAN, NOTES e„� W.h„A A- 102 SECTIONS, ELEVATIONS OR AFTICCVFJ�FWVAIFNT AT EVFRY RAFTER TO PLATE 4~671oN Bona SIDES OMN Do hoT AueH Wrr”enure ELEVATION Ss�roN STRONyT E 00N1iOTOR mT1E TO USED WHEN RAFTER ALIBI 5 PATH SEA 1 /411 1 -0" 1 1 . 9 . 18 USE A M1R/4.M OF 700ed — "'`OLWD P SIOE TOTAL OF FOUR D. "'TMA f' FLOOR PLAN, FOUNDATION PLAN RAT't,� I I • 0 -`��• ROOF ' a DOUBLE TDP PLA i `�,•� . LO kj, SCALE AS NOTED NOVEMBER 10 2018 S CH Vr 7 5TRLM16-nE C*N§C.TQR9µODE.W.R9P4 T , -a OR LTE w w-„nm1ENT AT EVERY SEA AL FLATS LOM>G,:nON WEN RAFTERS DO NOT AI.IeN WTN STlO k'4'jj5nA5.r6.0 A 0 1 Ir��'� � C:/Users/joen/Downloads/logotaglina(;MYKjpg .1 / 7700 -.TM"� 1 OF 2 /”I"FE�c; • i � � sere eTu•�e V J ROOF 5TRAFFING DETAIL PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241