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HomeMy WebLinkAbout37836-Z �Q�SUFFO4cOG Town of Southold Annex 9/5/2013 y� P.O.Box 1179 x 54375 Main Road o Southold,New York 11971 r CERTIFICATE OF OCCUPANCY No: 36483 Date: 9/3/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 922 Youngs Rd, Orient, SCTM#: 473889 Sec/Block/Lot: 18.-2-16.16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/22/2013 pursuant to which Building Permit No. 37836 dated 3/1/2013 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 covered porch, to an existing one family dwelling as applied for. The certificate is issued to Newman Jerie R Irry Trust&Newman Kenn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37836 8/7/13 PLUMBERS CERTIFICATION DATED 9/3/13 King Dumbing&Heating Autho ' d igna re SUF c�� TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 37836 Date: 3/1/2013 Permission is hereby granted to: Newman Jerie R Irry Trust & Newman Kenneth M Irry Trust 10 Euston Rd Garden City, NY 11530 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 922 Youngs Rd, Orient SCTM # 473889 Sec/Block/Lot# 18.-2-16.16 Pursuant to application dated 2/22/2013 and approved by the Building Inspector. To expire on 8/31/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $737.60 CO -ADDITION TO DWELLING $50.00 Total: $787.60 i Building Inspector — —_� Form No.6 y �1 TOWN OF SOUTHOLD. AIL BUILDING DEPARTMENT I �� 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: Ar 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_ -Sw-orn 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% 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to-accessory building$50:00, 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 $1 .00,Commercial $15.00 Date. 2— Z z I �j New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: fL Ygej6�,--7— Suffolk County Tax Map No 1000, Section / Block 2- Lot Subdivision_ Filed Map. Lot: Permit No. Ut% Date of Permit. 3 Applicant: Health Dept.Approval: ' Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ . Appli nt gnature Town Hall Annex Telephone(631) 765-1802 54375 Main Road c Fax (631) 765-9502 P.O. Box 1179 v Southold, NY 11971-0959 y�j�l p! roger.richert(a)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Newman Address: 922 Youngs Rd City: Orient St: NY Zip: 11957 Building Permit* 37836 Section: 18 Block: 2 Lot: . 16.16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor x 1st Floor x Pool New Renovation X 2nd Floor x Hot Tub Addition Survey Attic x Garage INVENTORY Service 1 ph Heat Duplec Recpt 31 Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 11 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 32 Twist Lock Exit Fixtures TVSS Other Equipment: 2-paddle fans, 2-exhaust fans Notes: Inspector Signature: Date: Aug 7 2013 Electrical Certificate.xls Mop .- Town Ball Annex Telephone(631).765-180.2 54375 Main Road Fax(63 1).765-9502 P.O.Box 1179 Southold,New York 1 197 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: c- lg IZ2 Building Permit No. 3 z <i�3 Owner: .17' �a�✓�r/�` /it��u�H7,+X-� (Please print) Plumber: (Please.print) I certify that the solder used in.the water supply system contains less than 2/10 of 1%. lead. { C. - 4- (Plum rs Signature) Sworn to before me this�f day of rv-6 ,20 610� ^� UP Notary Public, -�� County CONNIE D.BUNCH BLDG. DEPT (Votary Public,State of New York TOWN OF SOUTHOLD No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2-Pj lo G' orjF SOpTyol - --- o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .,. [ ] FOUNDATION 1$T [ ] ROUGH PLBG-. [ ] UN 10 [ ] INSULATION [ ] FRA NG/S RAPP [ ] FINAL [ ] FIREPLA ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL F NAL) REMARKS: 's_ DATE 3 INSPECTOR SOUjy�lo ol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE f INSPECTOR ! 3 69 �o�aOE SOUTyo`o UM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] �QATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARlk l DATE �� f INSPECTOR F SO -- a0 UTy how o� �o ia TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU BG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (re-rc- DATE l INSPECTOR pE SOUryolo u cOUHi`I Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 0 ELECTRICAL (FINAL) REMARKS: .Q06 � l� DATE ' INSPECTOR 7 3 DOE OUTy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] �NATION [ ] FRAMING /STRAPPING [ FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / I DATE INSPECTOR i FIELD INSPECTXON REPORT DATE COMMENTS FOUNDATION(1ST) � --- -------------- FOUNDATION(2ND) ROUGH FRAMING& PLUMBING r a oldo w G INSULATION PER N.Y. O a3 STATE ENERGY CODE cd ro FINAL ADDITIONAL COMMENTS 0 \z rn c — o � z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 1194k 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ��..j3 Survey SoutholdTown.NorthFork.net PERMIT NO. ` 7 Ti 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 � 20 Mail to:��r= Disapproved a/c R lJ Phone: 431—2.76—2Z$3 Expir 22 63! 71>5 vcD p u' .liiil;. cto FU ^ ^ c :i� TOWN OY SOU OLD A PLICATION FOR BUILDING PERMIT Tr, :.;- Date , 20 INSTRUCTIONS 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. b. 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) `���-,►i State whether applicant is owner, lessee, agent, architect, engineer; general contractor, electrician, plumber or builder Dc��nsz,2® Name of owner of premises (As on e 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: , C)IT 1.110.. . . House Number Street Hamlet County Tax Map No. 1000 Section Block^2, Lot Vo . 1 (p Subdivision Filed Map No. L` t 2. State existing use and occupancy of premises and intended use and occupancy of pro• 0 construction: a. Existing use and occupancy S\ ' b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition �/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 11�000 Fee �ga (To be paid on filing this application) 5. If dwelling, number of dwelling units / -Number of dwelling units on each floor I If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Fron .2- .� Rea Z Depth Height 17 Number of Dimensions of same structure with alterations:or additions: Front Rear\J) Depth H LA Height Zy � Numb of Stories Z- 8. Dimensions of entire new construction: Front 3P Rear Depth Height 2 Y Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ;>< 13. Will lot be re-graded? YES NO�Will excess fill be removed from premises? YES NO 14. Names of Owner of premise 0 Box 327,0(W ' hone No. Name of Architect Lisa mWfeeo f Address 332, F-1-0h Avc Phone No 631-"177-3"J?o Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO >< * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? '* YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO-) * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 0 5S� ('/]r I e, R. NQ1,Oyl/� �n being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)) above named, (S)He is the / /(� tr tor, Agent, Corporate Officer, etc.) of said owner or owners, anq� duly authorize to perform or have performed the said work and to make and file this application; that all statements contai�� m this application at true'to the best of his knowledge and belief; and tl��w i l be performed in the manner set forth in the application sled therewith. NOTARY PUBLIC,STATE OF NEW YORK NO.4707039 QUAURED IN NASSAU COUNTY Sworn to before me this COMMISSION EXPIRES N0VF.M3ffi 80,24 day o 201 -2 Notary Public Signature of Applicant i °° y Town of Southold - Chapter 236 - Stormwater Management %E �w1 SWPPP - Storm Water Pollution Prevention Plan Assessment Form i GENERAL MORMATION: (All Requested Information is Required for a Complete Application) APPU ME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNE •(trDlIfetent than Applicant) i, Address: Address: 3:3 �' 6lQeh o��' I I `� 1 Teleph na#: Fax9; , Telophone Faxtk E-Mail: E-Mail: l Cab Property Address: Z tJw 3 n� f 1� Brief Description of Construction Activity,Proposed Structural BMPs,Soil S.C.T.IN.Y: 1000 _� /� d /� Staha6rrtion BIi4Ps,Project Scope and/or Sequence of Coas�rcbon Activity, l Dlstrret Batson Block Lot IProvida AOQitionel Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP:-DI _ __- ^-__P .1=0 MvcF _--.,__-�-'(. 5y7 c, A c-r 1-_-- _ Address: - �- �/ --•- 33Z / - 6E �f- r l�YH 11I� _..�_�Z v�� n__!/1/_v�-------------- � I 7elBptta tk 2 l N��� Fextk .�- " E-Mail. I "�•__!vrr� LSD %dreG Name of Persons Responslble for Installation&Maintenance of Erosion Control Practice: ---------------------------------------- Address: --•------------------------------------------ Telapttorw# Fax# -----------------------------------------„-- E-!Nall: 7-----------------------------------••------- __________________--- -_______________ � i Total Area of All Total Area of Land Clearing ,..._...__ ' Project Parcels: andlor Ground Disturbance: --------------------------------------------- ; (s.F.IA—) I (s .rA­) i ProjectDurallon: JSart End --.-----,..--------------..,.._-- ---.-.___-„._----_- � (Anticipated) O Datetl,f Dater I . .__......._--___- (NanEerdDdan�reayal ( .•_"_---_-- I --_---.-._--_. -- ----- Will this Project Disturbe five(5)or More Acres at - - _._______. ..___ ____ t Any One Time During the Proposed Development 7 Yes No - --- -___ _._.._________.__ _._________________ s rfYES:PIeeseAnswertlreFollowingl .,..._...-,...,„„.,,.-„_......------------..,__-_„_.._...,......,..::______ i• a. toes the Applicant have a Qualified Inspector On Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O ® List the NAMES or description or all Potentially Impacted Waterbodios and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. toes the SWPPP Adequately Identify All Temporary andlor Permanent Soil Stabalization Measures 7 Yes No d. Does the SWPPP Ade Adequately ' ____._._.__...._.._._._._._....................._._._.__--•--._..-.—.--._._---_--.._.-.-.- q y Identify a Complete Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TIUDL,303(d)Listed,Impaired-) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality 7 Yes No t f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Weiland...) Of Intent and SWPPP Acceptance Form for Review Q Q by the Town of Southold? Yes No II SI-A-1-F.OF NEW YORK, OUNTY OF..�U,.•.-.. ..�.. ........SS That I,. �/ /-`u ..............being duly sworn,deposes and says that lie/she is the applicant for Pe►7nit, (Name of individual signinnocu And that he/she is the ..................... 71. .. ....... - .... ......................................................... (Owner.Uoritrauo.Agent,Corprnace Oifice,etc Owner and/or representative of the 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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this- , . ....-....-................. day of.. ... t'. K......._.. 20Notary Public: ...... .. . ...... .. ............... .. . . ...... ........... ......... . ........ ..... WENDY(@i�t13ftAAppl1-1) SWPPP Assessment FORM: 03-12 NOTARY PUBLIC•STATE OF NEW YORK No, O1 KU6176871 - Qualified In Suffolk County My Commisslon Expires November 05, 2015 • o��OF SO�I�o` . Town Hall Annex Telephone(631)765-1802 54375 Main Road H (681)765 g95QU2, P.O.sox 1179. G Q r0ger.riChert(a own.SouthOltl.nY US Soerthbld,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: G%� !O� Date: S 3 Company Name: Name: License No.: Address: Phone No.: L JOBSITE INFORMATION: (*Indicates required information) *Name: �_w M _60 5/_ *Address: *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: ` Lot: Xj *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/ NO. Final *Do-you need a Temp Certificate: YES�1 Temp.Information.(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form ��� I •I i DIST: /000 SECTION: /6 BLOCY.: 2 TAX LOT: )G./6 SURE NO. 1.2-11455 TITLE NO, i 2p/ ((AONI'YII PC ROKRn UNE5 TO lne 71 xT'i:KUS, 1R1 ?I^IIv - TIIEWOM A11 FOP.g 1MV C1Mt NOT�ENTeeTED TO U`V NONUNENT TM POVERTY DNT9 O.R TO GUM ME �T �W m�� CU=OM a PexeeS.nwlnoua sT•izTuus Q (D/RTROf{p� v V V --. —FEICE V• 'U OR AM'OMCR IMI'RDVCMPNT i '�' Y� WIRE —DEER a° N 52051'30"E ae2./6 v`aa�. 171. I G' "_P)PEt<OUND;� I N 52°5 I�30"E rn pc f / I D eo100.00 e N 52°51 30" - a "A I o .3� JF m , O ac uwr o 61.` o f Ro opo -I+, I � I I w !-/eEIL 833/.FrT.39(o m � TO N. I m r I D_ W N FRq E DWELEI m o 0� •�s I f/ b o.922f I tQ I v P I �,\ / FRAME 1 r Ll 23'-I I,• 5 „ SNED u / N / TWO STORY T� ROOFOVPR I EO './ 2 r'-2¢ r rde2 3ro23 - FRAME a IL �' �6 _ CONCC_eE_ f-- 1 �tx 443 72 I O -_ PG.102 I I N GARAGE M - g I 'o TOTAL LOT AREA= �I Ia ------ N O 0' O I d• •_ONE 5rORY ± o Im 2/,591.1847SQ. FT. OR of ,o N zs_11 S GO°I 750"W o/ o I I 0.4957 ACRES) -I 1 f 12' N00 100,00, 4.54' IJ I , 5 5310430"W fa-F - N 53°04'30"E /I MAP OF PROPERTY /`` FE:A'-Id'±E.^ , w052 5395 Pc.'6 15 OITI/ATC AT 5.12- N N Imo/ I ���: -Fo 5, 163.36 7� 5 53 0430"W ---_ ���50.335 53°04'30"W� —Fr::l'-3•�w. �� roa ORI ANT•IPOI NT CHAIN PIPE FOUND 2 13.69f LINK S 53 004'30" W FENCE fE,a-3• N. TOWN OF SOUTF-IOLD 1 gaPS ISLAND WIDE LAND SURVEYORS of ovsrEepaays so�hx SUFFOLK COUNTY, N.Y. 17/5�� rROFF.551ONAL LAND<CITY SURVEYORS uuanno""'O urzRAna,oR n TO,1 T GY 199 LN'AYETTE DRIVE,SY055['T.N.Y.1 1791 U DussulWErlsnVtolAnONor SUP,VEYED:-JANUARY 26,2012 PHONE, I.866.808.5800 FAX:516-496-1792 5[OTIOry T200 OY ME NOV lm sTATE CDUCADONL w, lilt L�COPICS OP R1155DRVEr MM NOT DCgS1NG GUARANTEED TO RCCORC90P WnLTFRI IF WN,CVSTAVC A.ROUIEII'.R YWOE"S&L SIMI.iro'm COislM u A65TRACTS,INC. Ps TO UE A VAID TwE COPY. GoAt"E5 OR G ¢raERIIfIGATRV:S INPiCgRD tV i 1 %IOMPI� wn ¢ aar To R PEr.,cx �F'4'MICFIQ� i POR NIOM MC SURVEY 15 YREPACEO,NIO ON"IS DOV6F TO TIIE TREE COMPANY, G5TITI)TWNTAL IPRUSC0 ICYHIR AND 'D roc LOT NUMBER5:A5TITUDONUSTCD NEREON.Nw tmo", AW IGNECS OP MC RTIDING DK.rTNTION. (, GUAWIRES OR CERTIPIION&YI ryE,ION TRnN5PPY.M TO AOODIONAL INS3II1T10lrt1 f - - OR SU35EOUEIIT OWNERS. DRAFTED 6Y,-R.A.J. 01-27-12 . 4 ,1. *pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'rOUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD August 26, 2013 Jerie & Kenneth Newman 10 Euston Rd Garden City, NY 11530 Re: 922 Youngs Rd, Orient TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 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 BUILDING PERMIT: 37836 —Addition/Alterations t.r..: EeI I Cl HIMuF,-f ,'4 I . i� rir EZ E? Hq� � E�c�'#'E•t�R s _ tau7"' a~ro.;t2 .3z 10•/ o I L;C H. # t t r+. !._ .. .. : iw:y FLO,Jet 13e l..l t.I ...- -�_ _r}lrl woIT- I ` ` _._. , j -� I -A8 e l l _ l 11:11 toor� l I .r__..: __ . I l [. t ► -1._.._ 7 -17 7 APPROVED AS NOTE PLUMBER CERTIF. DATE:__ g.P.# ON LEAD CON 'EN. :BEFORE.; ��, (L CERTIFICATE'OF O PUPr''V y FEE BY: NOTIFY UILDING DEPARTMENT AT SOl,DER:USEDlNWATR 765-1802 a AM TO 4 PM FOR THE SUPPLYSYSTLM C,AIUNQT-: COMPLY WITH ALL CODES OF FOLLOWING INSPECTIONS: NEW YORK STATE & TOWN CODES 1. FOUNDATION - TWO. REQUIRED EXCEED2/10,of"i ;LEAD, AS REQUIRED AND CONDITIONS OF FOR POURED CONCRETE - -- 2. ROUGH - FRAMING & PLUMBING Y SOUTHOLD TOWN ZBA 3. INSULATION _._ SOL1iHOLD TOWN PLANNING BOARD 4. FINAL - CONSTRUCTION MUST E;x�-��-j r2 -CISTI N -fir _ BE COMPLETE FOR C.O. G H I NI N11 SOUTHOLD TOWN TRUSTEES ALL CONSTRUCTION SHALL MEET THE N.Y.S.DEC REQUIREMENTS OF THE CODES OF NEW ' YORK STATE. NOT RESPONSIBLE FOR _ I �.�- �r t�:f I ( 1. 1 �� Iz DESIGN OR CONSTRUCTION ERRORS. r _.r i-T i:::l.:a:. __.. —1s x f Tl �G poop 6nz..uc, J . F6 'IBC t��h•'fCati' _ _ 7 WO T Ul i - .. 1 I �1 304•c- D H .-_J ._I.._L I I ! + I 3a 4cp L. I *1 ! .j_ a LI Tllf � I 3 U Pp9P_ rL041I'_ �i,a,i NT/� N E j Ci Po 6zG�i {F pow► Pa I I f III 1 1.I.!..I_.w. Fie- �f�� P- - E>mr, _._..1..._k_..k...(. l I L. _._.._ J 4�_. ._., ,H X. l- 4_....__ l..l.! l 1.. } f 1.. - r J. x -- = , ;--+I-� r 1-.1..►__.l f� I i_�::.1 ...i__I:.�_ ..._ ': i � i � { ___ a-- �PP OCCUPANCY OR p- E_ I ,VX f- �` ��off,• PLUMBING --- __._..------ . ..� ALL PLUMBING WASTE USE IS UNLAWFUL 14�. Ell I ,� _&WATER LINES NEED WITHOUT CERTIFICATE �� r°�� LISA HURRAY I TESTING BEFORE COVERING DESIGN OF OCCUPANCY ■ W 332 5th Avenue Greenport,NY 11944 F 1684 .4,� 631.384.9865 n f i t r. ►7 i/._�' �,� �� lisakmur@gmail.com LL 7 � W cC �, >' cool 4 , � aZ rn° w ■ � 1 S . If 4 Q Q N �M E . CM CD CD .X Zj �tcl CPO HO o,i7*Z� big I1,�t� -� f ,.. a��1 w c- -- �y M b ta 1 ,..:: f l_.1 J 1 6 + # { Ha "7r, a b2. "L9C1 H cam j !. .�. .i #' ........_.�--- .......__.�_. .. .f -a"11:51N1H �s 4 `E` -I s~ Lil •� i. � F d +� I1111 I I i I I I j i P `T�{c I i I �I 4 1 I I I t3WiC.� 5T'1r P I I I I � i I © � f iI !_�tff %2 15I-41/20 ^rcH _Tb UI rl N I,-1,H ra � I I vF l I i ! I CA 97 � I I � 3a3 .-.bH 3"3 IfNEW I LISA MURRAY DESIGN I f ■ 332 5th Avenue G f`H 1fi�84 Mr 631.384.9865 .-�. � lisakmur@gmail.com RE1P�I� G►�� � . I I �E M�E ExrC N1 vJ .s r E P / lob- I I I x �D -xT� G 1�16fJ I 14 E►�I PW rq aR- 1 �vA L ECG L1A L. W I GX 11.1- IJC� 9 W 1 S15T� I- 2xtoTo �xT OTE122.xto-to E'X x Tq 26FJ. P_Iro"o•G. . "�bo do 15T cai Iro l►o•G . t4 c . LF7,4 m m ` kr N. 1 , k 2>C 10XTC� — Of- Lri _ g u V w.a Ur I. �x fGj WALI,h o .124'`� Q I� To ZxC� C3A"I'I-i/ 0 ' j � mot~ ;�►_:o-� _ I � I LAUD, D12 I �; II , 1. SHo� �� 0� ... Q G t ASS lip II I 5w 240 AwNIWC, e AWNIWC HD I 11 I d �I �II I II E�Ycl MA I �4 L E v f,.L. P LA,�, ��D FL P FF/4\ M I N G F�A l/+ = I '-o� LISA MURRAY t------ I-x I�r 11,1 c� 2x 4 kI, �,!�, DESIGN E W 2 I-J �_L� ■ A !* 12.I✓ i f 7 F I•.� r IJ p-p- E.xTq W A L L TO a-x F 332 5th Avenue Greenport, NY 11944 oI I i I � I I 0 �1 co ,I - Q N J I 12t=��+-�--C�t.. .�„ -iZ'-�„ X..►5,-.�" �I o r 3 I Z 22-.75•F•I.�Ht-.1.1.7E o E0 69.s. FTcNT 12, 1/ j 2�-3IV '/Z 1 0 co ±_. 25 {ti Q- xII 4S Ir } 5 E -- rTo4-1 1kL 2r: 2XB � ICvIIO,G• ZXSG�E h�N 14 ��H ro��2.x 12 ��. � lo' �fJ �4u5 H �0{3?tar iZ LOJ bb cin Ew -. 2 —Of f 2. 4-cP pH �a ___ 'Zit 14 i�Zil Z 2.5 11 4 PLO ►J .Zxq wA Ll�j f4ti I t_ 777» ti W I 4 w�Ll_�7 71-Cv t✓It��sHEo �1r� - s LISA MURRAY C W 2 X m -wAI- oi?4 6. r- r0r^L AV-EADESIGN 332 5th Avenue Greenport,NY 11944 631.384.9865 lisakmur@gmail.com j - 1 Vol' Z M 12 �2-1 D�5 IE55;4, �H I N�L Er DYE� I```J I �• '�(r L."F" .+�,�,,/ -�:,,. 2.� .lo ��. �: I(F��D.G. P 2x Iv.HC -` �� 2.x.F..G•t.Cj tl�1� �xTG � ira� 6EaM 4 �VZ�t. D� �_ �X!�5T1NC Z x to'fa cxr / i.HPN V FI.R'��po�,�81. S:NtGLTHT ::q :FL-yWn `5'uOIFt-. W- 5 y-Nc�L E 10 >;.c I�TI�I� �XIStLN�.2.K13 . !) �)e I-t2T I w G "vT 6 t. LOL 1_y ca L t ! L ,F-c-r i h CO LISA MURRAY DESIGN ■ 332 5th Avenue Greenport,NY 11944 05 E. ,.-_. F� 631.384.9865 ` ' lisakmur@gmail.com C/�, ! e w..r .�•ot �sr� ,�rw^w'l _ _ -_—_..—_..J—�.—� GENERAL NOTES: ELECTRICAL NOTES: • The information on this set of construction documents is to relate basic design intent and framing details. Theyare intended as a construction aid, not as a . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include substitute for generally accepted good building practice and are in compliance with current New York State buildsig codes. The general contractor is responsible for installation of fixtures l:specifications as indicated on plans. Light fixtures to--be supplied by providing standard constructwn details and procedures to ensure a professionally owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install finished, structurally sound asd weatherproof completed product, all outlets as per code. All work is to be done in strict accordance with the New York State Code by a licensed electrician. All new switches il: outlets to be Levition, standard, supplied t installed • General contractor to caordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. interaction between trades. • The contractor is responsible for ensuring that all work and construction meets FRAMING NOTES or exceeds current federal,state and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building plan. • All lumber is to be Douglas Fir#2 or better at I G"on center • If in the course of constrrletron, a condition exists which disagrees with that as • All wood framing in contact with concrete or masonry is to be pressure.treated. 'ACQ'designation indicated on these drawings,the contractor shall stop work and notify the designer refers to current arsenic-free treated wood standards and shall take the place of'CCA' *the engineer immediately. Should he fad to follow this procedure and continue work, he shall assume all responsibKyand liability arising therefrom. • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS, squash blocking web stiffeners at bearing points on girders and other load bearing areas • The designer has not bean engaged for construction supervision and assumes no • Structural Steel A5TM A3G - FY= 3G K51 responsibility for construction coordinating with these plans, nor responsibility for construction means, methods,techniques, sequences or proceedures or for saftey • All straps, connectors, plates, bolts, nails, etc, are to be galvan¢ed, Designated connectors, straps, precautions and programs in connection with the work indicated, There are no etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be warranties for a specific use eltpressed or implied in the use of these plans. nailed/bolted in accordance with the manufacturer's specifications. , • Contractor to provide hardwired smoke detectors, with battery back up,and with no intervening switches, on A floors and in each bedroom. Verify with local code • All floor sheathing 15 to be 4°AC type plywood,tongue*groove and shall be glued and screwed to requirements as per Section R317 New York State Residential Construciton Code, the floorjoists(G"o.c. edges 4 1 2"o.c.field) Install carbon monoxide detectors as per code. FOUNDATION NOTES: Solid blocking is to be installed every 8'-0'max. or mid span of all floor"joists with spans exceeding 8'-0°. Blocking is to be installed at all point load bearing points. • General contractor to riemw plans, elevations and details to determine • Install double Joists under all partitions running parallel intended heights of finished i"above typical grade. • All exterior wall headers to be 2-LVL's as indicated on floor plans t sections and all interior • Footings shall bear on mWisturbed sod within bearing capacity of 1.5 tons/sq.ft. headers are to be 2-2°x 8" unless otherwise noted. All headers exceeding 5'-O"shall have a double Jack stud with a single king stud*on exterior walls provide double sill plate(typical). • Concrete shall be PC=3,500 P51 @ 28 days • Provide insulation baffles at cave vents between rafters and soffit vents as indicated • Concrete on 4'sand or gravel fill minimum, with GxG - 10/10 welded wire mesh on plans reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor barrier. Welded wire mesh is to be placed in the top third of the slab and is to be • Exterior flashing is to be adequately installed at;all connectionsbetween roofs, walls, adequately supported by precast concrete bar supports to assure that the reinforcement chimneys, projections and penetrations as required by approved eonstrction practices. is held in position during concrete placement and finishing. - • isolation joints are to be installed between the slab and the walls. Use preformed FLOOR PLAN NOTES: joint filler that is to be cut Ire below the slab surface and the resulting joint is to be filled Dimensions shall take precedent over scale drawings,.DO.',NOT SCALE DRAWINGS with an elastomeric joint sezbot. • Hut contractor to rrstall cop-r-tex(or copper) sheet metal termite sheilds • All interior walls to be covered with J"gyspusm board with metaLcorner reinforcing. All between all wood surfaces at are exposed to concrete or masonry surfaces, drywall products, including gypsum board, screw,joint compound,tapes t trim shall be U.S. Gypsum Co, or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final • Dampproof exterior offoundation wall with a bituminous coating; Foundation coat to a uniform smooth surface. All walls, ceding and 7ritcnor of closets to be taped and excavation is not to be backl&d prior to the installation of the floor framing, spackled, 3 coats, ready for paint. • Insulation ratings and installation locations as indicated on floor plans t sections PLUMBING * HVAC NOTES: • Walls common to garage and house to have a layer of °fire rated gypsum board at • All plumbing work shaf be done by a duly licensed plumber and must conform and adhere garage side with 5'-0" return on adjacent walls ceding.: Provide 2 layers of 8°fire rated to all New York State building codes+k saftey requirements, gypsum board on all engineered lumber as required by manufacturer specifications • If wall plates or joists are cut during the installation of plumbing fixtures or equipment • All bath l:kitchen area walls and ceilings adjacent to wet areas to have water resistant contractor must provide appropriate bracing to tie framing back together, drywall, and provide wonderboard for all areas set to recieve tile. • Baseboard heating is to be hot water and zoned. Plumbing contractor is to adequately size the system and place the baseboards in an unobstructwe location in each room required to recieve heat. Mnnwm of one thermostat for each zone will be required. • Mechanical subcontractor is responsible for adhering to all applicable codes and 5aftely requirements. • HVAC subcontractorto fully coordinate system data t requirements with the equipment supplier and to provide final system layout drawing and submit it to general contractor, owner and equipment supplier for final review approval. TABLE K30I .G DE51GN LOAD CALCULATION5 ALLOWABLE DEFLECTION Or STRUCTURAL MEMEBER5 MINIMUM UNIFORMLY D15TKIBUTED LIVE LOADS(Ibsf) STRUCTURAL MEMBER ALLOWABLE DEFLECTION EXTERIOR BALCONIES GO Raftem havinj slo es realer U160 DECKS 40 than 3/12 with no finished cet6=3 ATTICS WITHOUT STORAGE 10 attached to rafters ATTICS WITH STORAGE Interior walls t partitions H/180 2 FloorSffi lastered ceili s L/3G0 ROOMS(OTHER THAN SLEEPING ROOMS) 40 All other structural rnernebers L/240 SLEEPING KOOM5 30 Exterior walls with plaster or 1-1/3 GO stucco finish CRITERIA FOR CALCULATION OF DEAD LOAD Exterior walls-wind loads with L/240 ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. brittle finishes ARCHITECTURAL GRAPHIC STANDARDS Exterior walls-wind loads with L/120 flexible finishes SNOW GROUND SNOW LOAD 12.0 P5F CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SEISMIC WEATHERING SEVERE DESIGN CATEGORY 113 FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY WIND DECAY SLIGHT TO MODERATE WIND SPEED 1120 mph WINTER DE51GN TEMP. I I EXPOSURE CATEGORY 15 ICE 5HIELD UNDER- AS PERMANUFACTURER'5 LAYMENT REQUIRED 5PECIFICATION5/5TATE CODE PLOOD HAZARDS QE EW f�}Q � z w RAFTER NOTCHED RAFTER RAFTER RIDGE RAFTER RIDGE j§ TOP PLATE TOP PLATE ---O WALL STUD WALL STUD TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTERTO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION 2ND.FLOOR WALL STUD KING STUDS WOOD JOIST WOOD J015T-! 015T 2ND.FLOOR PLATE CRIPPLE STUD 5UBFLOOR BLOCKING JOIST HANGER RIM BOARD HEADER GIRDEW/HEADER 15T.FLOOR TOP PLATES JACK STUDS WOOD GIRDER WOOD JOIST I ST FLOOR WALL STUD TYPICAL HEADER CONNECTION J015T FRAMING OVER WOOD GIRDER J015T FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTISTORY CONNECTIONS WALL STUD METAL HOLD- BOTTOM PLATE DOWN STRAP SUB FLOOR 38-1 Gd SINKER WALL STUD DOUBLE JOIST I ST.FLOOR WALL STUD NAILS AS PER �3-2 X4'WD STUD BOTTOM PLATE BATHTUB MANUFACTURER @ CORNERTYP. DOUBLE JOIST 2%4'SILL 15T.FLOOR PLATE PLATE SUBFIDOR RIM BOARD RIM JOIST TYP. DOUBLE JOIST FOR NON-BEARING WAUS DBL SILL PLATE DOUBLE 51LL PLATE DOUBLE J015T FOR UNDER A BATHTUB ANCHOR BOLT (1)Y4 REBAR IN FOUNDATION WALL SHEAR CONE-MIN, 1 2'LENGTH PROVIDE 1/2'5PACING BETWEEN THE END STUD 30'MIN. FOUNDATION AND THE 2 OTHER STUDS REBAR LENGTH WALL IYP. FOP.ALLOWINGCONNECT CORNER STUD FROM N. SILL GASKET HOIDDOWNINSTAUATION TO TRANSFERSHEAR I ST.FLOOR TO FOUNDATION CONNECTIONS FROM CORNER FASTEN WITH(2)16d TERMITE SHIELD COMMON NAILS p C O.L. METAL HOLD-DOWN/UPLIFT ANCHOR DBL BILL PLATES (TO OVERLAP JOINTS) SIDEWALL ENDWALL WIND RESISTANT CONSTRUCTION CONNECTORS FOUNDATION WALL SHEAR WALL CORNER CONNECTION CONNECTION LOCATION: PART NUMBER: NOTES: SILL PATES TO FOUNDATION ANCHORING RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H7 APPLY TO EACH RAFTER CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS APPLY TO EACH RAFTER NOT TO SCALE RAFTER-TO-PLATE H8 or H2.5 PLATE-TO-WALL STUD C520 @ 1 5" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB I G APPLY TO EACH 51DEWALL END 15T. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE (USE WITH 3"SQUARE WASHERS U5E THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RF515TANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. NAILING SCHEDULE 200I 55C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING _ 1 ROOF FRAMING RAFTER TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PER RAFTER i I O'-O'WALL:4-8d PER RAFTER CEILING JOIST TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PER JOIST I O'-O'WALL:4-8d PER J015T CEILING JOIST TO PARALLEL RArrFR FACE NAILED 5r[TABLE 3.7 EACH LAP CEILING J015T LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP O I O I O O I O I O COLLAR TIE TO RAFTER FACE NAILED 5EE TABLE 3.4 PER TIE BLOCKING TO RAFTER TOE NAILED 2-8d EACH END RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END WALL FRAMING TOP PLATE TO TOP PLATE FACE NAILED 2-I Gd PER FOOT I TOP PLATE5 AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH 51DE I I I I STUD TO 5TU D FACE NAILED 2-1 Gd 24'O/C HEADER TO HEADER FACE NAILED 16d 16'O/C ALONG EDGES I I I I O TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD O I O I O I I 1 3-1 6d PER 2X6 STUD O O 4-1 6d PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST, I I I BANDJ015T,END JOIST,OR BLOCKING FACE NAILED 2-16d •- PER FOOT FLOOR FRAMING J015T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER J015T I I I BRIDGING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO SILL OR TOP PLATE TOE NAILED 5-1 Gd EACH BLOCK I LEDGER STRIP TO BEAM FACE NAILED 3-I Gd EACH J015T JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER J015T I- 1 BAND J015T TO JOIST END NAILED 3-I Gd PER J015T BAND JOIST TO BILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT I ROOF SHEATHING STRUCTURAL PANELS ISE PI'g9-14-IIA ad ad Nailing Zones for Roof FOR ROOF SHEATHING WITHIN 4'-0'OF THE fERIMETER EDGE OF THE ROOF,INCLUDING 4'-0'ON EACH SIDE OF THE ROOF PEAK,THE 4'-O'PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. I CEILING SHEATHING Sheathing in 120 MPH Peak GYPSUM WALLBOARD 5d COOLERS 7'EDGE 1 O'FIELD Gust Wind Zone WALL SHEATHING STRUCTURAL PANELS 8d 4'FI7GTF 70NF_ 1 G'O/C-G'AT PANEL EDGES AND 12-AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d 1NTFIZIOR 70NE- I G'O/C-6'AT PANEL EDGES AND 12-AT INTERMEDIATE 5UPPORT5 IN THE PANEL FIELD Zone 1 Zone 2 Zone 3 FIBERBOARD PANELS 711 G' Gd 3'EDGE/G'FIELD 25/32' 8d 3'EDGE/G'FIELD 6" O.C. 12"O.G. 4"O.C. GYPSUM WALLBOARD 5d COOLERS 7'EDGE/ I D'FIELD Field 841 W FD(:F 7oNF- I G'O/C-6'AT PANEL EDGES AND 12-AT HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD Panel Edges 6"O.C- 6"O.C. 4"0.9 8d INTERIOR ZONE- I G'O/C-G'AT PANEL EDGES AtT INTERMEDIATE SUPPORTS IN THE PANEL FIELq �+�E, ! •• ro Nailing Requirements for 120 MPH, 3 Sec. FLOOR SHEATHING `�� eak Gust, 5TRUCTURAL PANELS- I'OR LF55 8d 6'EDGE/ 121 FIELD o p Thick Roof Sheathing with 8d Common Nails ' Nalling requirements are based on wall sheathing nailed G Inches O.C.at the panel edge. It will sheathing Is nailed 3 Inches O.C.at the pa I e higher shear capacities,nulling requirements for structural members shall be doubled,or alternate connectors,such as shear plates,sha u d load path. a rn _ 4 G€NERAL•-WIND PROTECTION CONNECTION NOTES ALTERNATIVE FOR OPENING PROTECTION Adapted from Standard for Hurricane Resistant Residential Construction; 55TD - 10-99 and 1095 513C HI h Wind Edition Wood Frame Construction PAN . WIT 4I I _..___.... ._...P 711..__._._ NE 9 WOOD 5TRUCTURAL PANELS WITH A MINIMUM THICKNESS QF 711 6°AND MAXIMUM PANEL SPAN OF 8'-0' Fasteners and Connectors for Wood Frame Construction __.. _ .__ . _ _._L _.._ ..__. . .. SHALL BE PERMITTED FOR OPENING-PROTECTION IN ON AND TINO STOP.Y BU ILD[P1C5. PANELS SHALL BE PP.ECUT TO COVER GLAZED OPENING5 WITH ATTACHMENT HARDWARE FP.Ovom I . A continuous load path between footings, foundations walls, floors, studs and (REFER TO5ECTION 1609.1.k AND 1609.G.5 AND TABLE 1609.I.k) roof framing shall be provided. TABLE 1 609 1 .4 2. A roved connectors, anchors and other fa5tenin devices not included in ND1. --"-- pp 9 WINDBOPINE DEBRIS PROTECTION FASTENING SCHEDULE FOP.WOOD STPJJCTURAL PANELS the Standard Building Code, Table 230G. I shall be m5talled in accordance with - - ..___.. _ I �. manufacturer's recommendations. FASTENER5FACING pNCHES) PANEL SPAN<2'-2'-0'<PANEL W-0'<PANEL G'-O'<PANEL 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the FA5TENERTYPE 0' 5PAN<W-0' 5PAN<0-0' SPAN<8'-0' weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. 2 1/2' #G WOOD 5CREW5 I G 16 12 9 4. Where windows and doors Interrupt wood structural panel 5heathing and 2 1/2' #8 WOOD 5CREW5 16 16 IC 12 siding, framing anchors or connectors shall be provided at the top and bottom ' ._...__-_._._...__._'_ of cripple studs, header studs, and at least one stud at each side of opening. A.TH15 TABLE 15 BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN RO.OF HEIGHT OF 33'-O®OR LE55 5. Rid e -straps shall be attached to each air of o o5in rafters except where FASTENERS SHALL BE INSTALLED AT OFP051NC END50F THE WOOD STPJJCTUP�AL PANEL 9 p p pp 9 -p C. WHERE 5CREW5 ARE ATTACHED TO MA5ONRY OR MA5ONRY/STUCCO THEY SHALL BE collar ties of I xG or 2x4 lumber is located 1n upper third of attics ace and pp p ATTACHED UTILIZING VIBRATION P�ES[STANT ANCHOPSHAVING A MINIMUM INtTHDP.AINL ' attach to each pair of rafters. caPacinoFa9oia3. G. Uplift connectors shall be provided at each rafter bearing. 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' of exterior corners. 8. 51ll Plate to Foundation Anchorage: 51ll plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located within 12 inches of corners and at 5pacing not exceeding 4 feet on center. i WINDOW AND DOOR SCHEDULE MODELr r QUANTITY OPfNING AREA WIND AREA ZONE PRE55UKE RATING TlN244G TI1.TWA5H k.3a 8.28 10 k 25.9 -25.1 30 2 TW304G TILTWA5H 5.70 10.31 20 k 24.7 -212.9 30 3 EGRE55 TW243G TILTINA51-1 3.28 5.73 10 4 25.9 -28.1 30 3 TW2G4G-2 TILT WA5H A.69 5.31 20 k 24.7 -2G.9 30 1 MULLED UNIT;TEMPERED i AW251 AWNING 1.1 91 10 4 125.9 -28.1 50 3 FWHGOGB FRENCH WOOD HINGED I G.I 1 21.99- 50 k 23.2 -25.k 40 1 j I , ALL'MINDOW5 TO BE ANDEF.5EN,400 SERIES,UNLE55 OTHEP.WI5E 5PECIMED WINDOW5 TO BE WHITE EXTERIOR.,PINE INTERIOR;TRADITIONAL 5TYLE WHITE FINISH LOCKS 4 HARDWARE AND FULL EXTERIOR 5CREEN5 SIMULATED DIVIDED LIGHT GFJLLE5,PERMANENT EXEPJOR,REMOVABLE INTEPJORA5 5HO:NN ON ELEVATIONS l I I CALCULATIONS FOR WNDOW5 BASED UPON EXPOBURE B MUST HAVE PG UPGRADE KIT. COEFFICIENT 1.0 WITH 120 mph 5A51C WIND 5FEED. A5 PER E MEETS NY STATE EGRE55 P.EQUIREMENT5 TABLE P.30 1.2(2)NEW YORK STATE BUILDING CODE. :FOR HABITABLE 5PACE CUSTOM GRILLES-5EE ELEVATON5 i WALL OPENING5 INCLUDING%NINDOW5 AND DOOR5 SHALL BE PROTECTED WITH REMOVEABLE 5/8'WOOD STRUCTURAL PANELS N?TH MAXIMUM OF 8'-0'SPAN. FA5TENEP.5 FOP.5PAN5 UP TO G'-0'SHALL BE 2 I/2-#8 WOOD 5CR M3 AT I G°O/C,FASTENERS FOP.SPANS UP TO 8'-0'SHALL BE 2 112 -#8 AT -1-2 O1C. TABLE 301.2- .-2 j i I ALL UNIT5IVIU5T MEET OP.EXCEED THE MINIMUM DE5fGN PP.E95URE REQUIRED,ANY MULLED UNIT5 MUST MEET OR EXCEED 1.5 TIMES THE DE5fGN PRE55URE REQU[R!D AND MUST TRAN5FEK LOADS TO THE ROUGH OPENING 5UB57 ATE._ALL EXTEPJOR GLAZING MU5T MEET A57M E 199G TEST UQUIP.EMENT5 A5 PER NEW YORKSTATE RE5IDENTIAL CON5TRUCTION CODE. P.EFEP.TO SECTION P. 1609.1.4 FOP.ALTEFJNATIVE OPENING PROTECTION. 41,0 ROOF VENT ROOF LJ 4 ATTIC BATH 2 -NEW 11/4 11rz 1114 W. SH WEP. SECOND FLOOR NEW C.OJI 1114 a 4 z BATH I -NEW LAUNDRY NEW 3„ 11a 11rz 1114 1114 F.A.1. SH C WER FIRST FLOOR z 11/4 3 C..O q 2 _ TO SUFFOLK COUNTY � DEPT.OF HEALTH 4"C.I. SERVICES APPROVED r HOUSE SANITARY SYSTEM. 0 At �I Cy/ TRAP „C rC BASEMENT 0 SLOPE" 114"PER FOOT PITCH TO DRAIN � t PLUMBING R15ER DIAGRAM NOT TO 5CALEOFESS��N�