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HomeMy WebLinkAbout36955-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 8/18/2012 No: 35897 Date: 8/18/2012 THIS CERTIFIES that the building Location of Property: 2625 Cedar Dr, Soutbold, SCTM #: 473889 Sec/Block/Lot: 77.-1-1 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 1/24/2012 pursuant to which Building Permit No. RESIDENTIAL ALTERATION Lot No. filed in this officed dated 36955 dated 1/27/2012 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: Fire Restoration of Kitchen, Living Room, Bedroom, Staircase and Closet, in an existing One Family Dwellin~ as applied for. The certificate is issued to Coady Reilly, Patricia & Coady, Debra (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/24/12 36955 6/25/12 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36955 Permission is hereby granted to: Coady Reilly, Patricia & Coady, Debra 18 Naples Ln Date: 1/27/2012 Greenlawn, NY 11740 To: Fire Restoration to a Single Family Dwelling; Kitchen, Living Room, Bedroom, Staircase, Closet, as applied for. At premises located at: 2625 Cedar Dr, Southo!d SCTM # 473889 Sec/Block/Lot # 77.-1-1 Pursuant to application dated To expire on 7/28/2013. Fees: 1/24/2012 and approved by the Building Inspector. CO - ALTERATION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $497.60 $547.60 ~ull~ding Inspector Form No, 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Tiffs application must be filled in by typewriter or ink and submitted to the Building Department witb the following: A. For new building or new use: I. Fiaal survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topograpbic features. 2. Final Approval from Healtb Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swora statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial buildiag, industrial building, multiple residences aad similar buildings and installations, a certificate of Code Compliance from architect or eugineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. Bo For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to iaspect signed by the applicaat. Ifa Certificate of Occupancy is denied, the Buildiag Inspector shall state tbe reasoas therefor in writing to the applicant. Co -I. Certificate ofOccupaacy - New dwelliag $50.00, Additions to dwelliag $50.00/Alteratioas to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00. Businesses $50100. 2. Certificate ofOccupaacy oa Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Femporary Certificate of Occupancy - Residential $15.00. Commercial $1~00 Date. New Construction: Old or Pre-existing Building: N// Location of Property: &b~.~' C_e~a.r Drtv~ aha 5(o00a k, Ptve~c,~_ (check one) House No. Street O'~xd~er or Owners of' Property: {Palr~ c I a ~_orl~ ~/ ctv~d I SuftBlk County Tax Map No 1000, Section ~ ~ SubdMsionM&p of goose g~xfi E~g~ PermhNo. 56¢5 5~ DateofPermit. Block O Filed Map. Applicant: Hamlet Lot CD I Lot: 9, q kg [ Health Dept. Approval: Planuiag Floard Approval: Underwriters Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ..5<~aattlFe Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, NY 11971 0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 ro.qer, richert~town.southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION, Issued To: Coady Address: 2625 Cedar Dr City: Southold St: NY Zip: 11971 Building Permit #: 36955 Section: 77 Block: I Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sprint Electric Inc LicenseNo: 3821-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~] Service Only ~] Corn merical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures I~I HID Fixtures Wall Fixtures ~'l Smoke Detectors Recessed Fixture= I II CO Detectors Fluorescent Fixture~] Pumps Emergency Fixtures~l~ Time Clocks Exit Fixtures LI TVSS 150a overhead service, 1-combination smoke/co detector, 7-paddle fans, 1-50a oven, 7-ARC fault circuit breakers Notes: Inspector Signature: Date: June 25 2012 81-Cert Electrical Compliance Form.xls Town ~ Annex 54375 Ma~n Ro~d PO. Box 1179 $oud~old, N~w York [ 1971-O959 7 2012 Fax ~31 ), 765-9502 TO~b/OF SOT3'rHOT.r~ .CERTIFICATION Date: Building Permit No. OWner: Plumb er: I c~4fy that th~ ~oldor used intho wa~r supPty-s3m, tem contairm le~s.tl~n 2/10 of 1% lead. Sworn to before me th~ ~ Notary Public, _~ () ~(%L ~.[X( Comlty ~0. 0ffi16181530 Oulilified in Suffolk COUllJV, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~~--~STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /~ ~ INSPECTOR TOWN OF .DING DEPT. [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY IGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL(ROUGH) []ELECTRICAL(FINAL) REMARKS: DATE~INSPECTOR '~~ ~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [//]~IIOUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECI~R. ICAL (FINAL) REMARKS: ff~//C.F/~ ~_~ ~,_~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECTI? ON ] FOUNDATION 1ST [ *11:IOUGH PLBG. [ ] FO~JNI)ATION 2ND [ ] INSULATION [~'~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ROUG~H) [ ] ELECTRICAL(FINAL) REMAF DATE ~/'//~'~/~v~//// INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ]Fo~N-- 2ND [ ] INSULATION [~/~J~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU~H) [ ] ELECTRICAL (FINAL) REMARKS: //'~~ ~-~' DATE _~~Z~~''''~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [/~I~LATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRES~AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [/.~I:IRE~RESISTANT PENETRATION [ ] ELECTRICAL (R~OUGH) /! ] ELECTRICAL (FINAL} REMARKS: ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [~ ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSerTION [ ] FRAMING/STRAPPING I~'~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION[ ] FIRE RESISTANT PENETRATION []ELECTRICAL(ROUGH) ~ [~..~ ] E~CTRICAL (FINAL) REMARKS: DATE~INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPA, RTMENT TOWN HALL' SOUTHOLD, NY'lL97 TEL: i631) 765-1802" FAX: (631) 765-9502 SoutholdTown.NorthFork.net Approved ] ~- ~-q ,20 /°q'- Expiration '7~ °'~--~' , 20 ~ 2 4 2012 JAN BI DG DEPl. PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the lbllowing, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Single & Separate Storm-Water Assessment Form Contact: ?ekraeraJ)e q %d Phone: Building Inspector ?LICATION FOR BUILDING PERMIT Date It, Ii /[I ,20~1 INSTRUCTIONS etely filled in by typewriter or iu ink and submitxed to the Building Inspector with 4 sets of )lans, 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 applicatiou may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Buildiug Permit to the applicant. Such a permit sllall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in paH for any purpose what so ever uutil the Building Inspector issues a Cemificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months a~er the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the prope~y have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of tile permit for an addition six months. Thereafter, a uew permit shall be required. APPLICATION IS HEREBY MADE to the Building Depamnent 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 tbe construction of buildings, additions, or alterations or for removal or demolitiou as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,~~ho~ing code and regulations, and to admit authorized inspectors on premises and in building for necessary inspection~I~ / ~Sia~turebka~licant or name, ifa corporation) ..... ' ' ~di ]~g &d~r~ss ofapplican't) State whether applicant is owner, lessee, agent, architect~general contractor, electrician, plumber or builder Narneofownerofpremises ¢a'~r,cla ( 0,4,1 Oebra coady (As on the tax roll or latest deed) If applicant is a c~oration, signature of duly authorized officer ~~~ ~me ~d title of co.orate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No, PE Ltc~ OeglO0 l. Location of landon which proposed work Mil be done: 026,;~5 Cedar'S4 560 /)aW ~ House Number Street County Tax Map No. 1000 Section Subdivision Mct~, o[ Coccs¢ ~a¥ EsValmS Hamlet Block o [ Lot o [ Filed Map No. t t-/to Lot ~,qq-- ?/'o 2.8'1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy ~ 3. Nature of work (check which applicable): New Building Addition Repair Removal Demolition Alteration Other Work ~::~ILI2 4. Estimated Cost ~ ~1ooO 5. If dwelling, number of dwelling units. If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dxvelling units on each floor 6 H'h,.~sipeqs, commerc a} or m xed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ,qJ, q f/ Rear z/va,'/,,.k" ! Depth Height ~0,O t Number of Stories ~/t2- 9. Size of lot: Front 10. Date of Purchase Dimensions of same structure with alterations or additions: Front Depth ~x~o O-~o,~.xS, Height ~l.c:, r__~,N~,~_ Number of Stories 8. Dimensions of entire new construction: Front }q o ~ ¢/,,,-,1 d,~ Rear b,l12, Height~Jq~,,'' ~'=g Number of Stories N}z> (' Rear 12-~Z,~t-~trv~. Depth Name of Former Owner B0b ~h~t 11. Zone or use district in which premises are situated ~x- ~ 0 ~es, d e }40 (_. t:{'~.~ Rear Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO Yx 13. Will lot be re-graded? YES NO x/( Will excess fill be removed from premises? YES__ NO ~ 14. Names of Owner of Bremlses u~or;~ cc~a 7 Kaaress~ ~ __rhone ~o. ~ NameofContractor wh,~o~tpr~le$ Address ~m ~,:~gn~aTPhoneNo. k~l-Bkl B8 { 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. there any covenants and restrictions with respect to this property? * YES NO )( 1 8. Are · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF T¼o ~ ca c~ ,3 . Pe~c et C ~ c~ s }2 F-- being duly sworn, deposes and says tbat (s)be is the applicant (Name of individual signing contract) above nmned, (S)He is the go_qt meer~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly autborized 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 therewith. Sworn to before me tiffs ~, . day of~_~[~20 I! - -- ~,.~ ,~ ~otary Public, State of New York ~ "~otar~ P~IDII(~ No. 0fHO5045354 Qualified in Suffolk County ~' . Commission Expires JUNE '12, ~0 ~ James F. King, President Bob Ghosio Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (631 ) 765~ 1892 Fax (631 ) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit NO,: 7711A Date of Receipt of Application: December 16, 2011 Applicant: Patricia Coady & Debra Coady SCTM#: 77-1-1 Project Location: 2625 Cedar Drive, Southold Date of Resolution/Issuance: January 18, 2012 Date of Expiration: January 18, 2014 Reviewed by: Board of Trustees Project Description: To restore the fire damaged interior of the existing single- family dwelling and repair damaged roof shingles, sheathing, exterior wall siding, doors and windows. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Petracca Design and Engineering, P.C., last dated November 29, 2011 and stamped approved on January 18, 2012. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not ~-determination from any other agency. F. KinC~g.~esident Board of Trustees JFK:eac James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0776C Date July 23, 2012 THIS CERTIFIES that the restoration of the fire damaged interior of the existing single-family dwelling, repairs to damaged roof shingles, sheathing, exterior wall siding, doors and windows At 2625 Cedar Dr., Southold Suffolk County Tax Map #77-1-1 Conforms to the application for Trustees Permit heretofore filed in this office Dated 12/16/11 _pursuant to which Trustees Wetland Permit #771 lA was issued on 1/18/12 and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for The restoration of the fire damaged interior of the existing single-family dwelling, repairs to damaged roof shingles, sheathing, exterior wall siding, doors and windows. The certificate is issued to PATRICIA COADY & DEBRA COADY owners of the Aforesaid AUG 7 2012 Si '(~ [ FT. property. Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORFJ PROPERS' LOCATION: 8,C.TJkI,#: THE FOLLOWING ACTIONS MAY REQUJRE THE MJBImmION OF A k CO0 °~ -~ (~ (. C) i STORMMATE~ GRADING~ DRAINAGE AND ERO61ON GONI'NOL PLAN uls~"ic~ section U~eX LO~ G~'k~'iED BY A GE~i~id PROFESSIONAL IN ~ ~TATE OF W YORK. SCOPEOFWORIi - PROPOSED CONSTRUCi'iON rYEM# / WORK.ASSESSMENT ] Yes No a. WhatistheTotalAreaofthePro~ectPamMs? I Will~rsProjectRetalnAIIStorm-WaterRun. Off (Include Totel Ama o~ all Parceis located wilhin .I,~ ~ OOO Gene~'ated by a Two (2") Inch R~nfell on Site? We Scope of Work ~w P~d b. What is the Total Aree d/Land Clearing (s)-.; .*-,-T (This item 'MIl in(:Jude ell mn-off creabKI by sim i___.~1 and/or (3mun(~ Disturbance fc~ Ihe proposed ~ Site traprovemaMs and ~e permanent [u~ation of conslmc~on activity? impeMou~ PROVIDe: BIU~,~ ?~OJ-~,C~ DY. SC]UI'L'J. ON ~e ~n.~ ~. NNd~ 2 DOeS Ihe Site Pla~ and/or Survey Show All Propo,ed Drainage S~Jctures Indicating SIz~ & Loca~on? This Item shall incJude all P~d Grade C~anges and and s~llmenl COl~lrol prac~ces th;~ Will b~ u~ed to control ~dte erosion and storm wMa- discharges. This p~OJCC-'J~ I /"lC I'.~d~-s no Itemmus~bsmainlainedthmuglloutb'leEntim Cons~n~ctton Period, ~ rovnct c~(s~-c~r~a nee. All WarP-- 4 WIII mis Pr°ject Require any Land ,=illing, Gn~:ling~: Excava§on where I~em is a change to ~e Na[ural ~Jl {-~,ql~ ~--xlS~L'[ Y~O s-~c~.~rc% ExJs~oOradelnvaMngmomlhan2~OCub~cYards D ~ ~' [ ~ c~_ ~ i~' , of Material within any Pamel? I ~ Will this Appllca~on Require Land Disturbing Enc°mpassl~g an Ama In F'xcess °~ RYe Th°use~cl (5,000 S.F.) Square Fee~ oi' G~3und Surface? 6 Is there a Natural Water Course Running tflrough the Site? Is ~[s Project wi~in ~he Trusteea jurfsd[ction e~neral D~C SWPPP R ul.~; or w~fl~ir~ One Hundxed (100') feet of a Welland or whish Ex~eed Fif~en (15)feet °f veCdcaj Rise to i~Judl~l Co~slructbn m~ftie~ Ir~ SOil ~$t~ of I~ the~ one (t) acm v~re Or~ Hundred (1 Off) of Hor[zoMal Distance? ~ -- 'efl~re~, P~t~m~o~ storm water rMnegem~t prances thM w~ll be uMd ~ Removal of Vegetetlon and/er I~e Cons'~uction of any STATE OF NEW YORK, ~.- c c' , ~_ COUN'I%' OF ....?...~,..r..X.c.L L...~.. ............ $$ .............. i~ ,~,i~,~i;i~ ~,~.;~ ~.~ ~). ................... ocmg aul¥ swonh aeposcs an~/sala that I~c/sllc is the app[i~mt for Pcrw~ And tha/he/she is the ~1 ~ ~ Owncr and/or representative of ~hc Owner or Owner~, and is duly authorized to perform or he~ performed Ibc ,*;aid work and make aild ftc this application; that all ~b~ncnts ¢o~in~cl in ~hi~ app]ica~on are ~rue ~o the be~r of his l~)owlcdgc and bclicf; and that ~e work x~ill bcpe. ffo~ed in ~he manlier ~t [orfll fl~ tim application filed hcrc~{tlt. Sworn to ~ mc this; ......... ...................... FGA~G - 06140 '~' %r (~ ~omnss,on ExpresaUNE yp SPRINT ELECTRIC INC. 480 BROOK AVE, DEER PARK, NY 11729-7212 (631) 254-4152 905O5 3/2/2012 PAY TO THE ORDER OF TOWN OF SOUTHOLD $*'125.00 One Hundred Twenty-Five and 00/100 ............... ** ................. *** ........................................ MEMO TOWN OF SOUTHOLD BUILDING DEPARTMENT 54375 MAIN ROAD PO BOX 1179 SOUTHOLD, NY 11971-0959 Coady, 2625 Cedar Drive F-IP.~ DOLLARS REQUESTED BY: !company Name: Name; !License No.: AddresS_. Phone No.: JOBSITE INFORMATION: (*indicates required information) _.~ *Cross Street: ' ~k. *Phone No..' ..~-? ~ P.rm No.: Gff Tax Map Disldct 1000 Seutiun: *BRIEF DESCRIPTION OF WORK (Please Print Clear¥) (Pleas~ Circl~ Ali That '1~ ]ob read~ for inspection: 'Do you need 8 Temp Certifice~e: Temp Information,,.(~-.ne~ed} *Service Size: ~ 3Phase Addit!enal Information:  NO NO 100 (~ 200 Underground Numberof Meters 82~eq~est for Inspacflo~ F~rm ' PAYMENT DUE WITH APPUCATION Rough In Final Change of Service Overhead f Mar 01 12 04:01~nt Electric Inc 6312544147 p.1 / SPRINT ELECTRIC, INC · _~ For alt your e/ectrica/ needs.. /"/'k 480 Broo,~ Avenue / \ Deer Park, NewYork 11729 / Phone 631-254 -4152 .FAX COVER SHEET .... , PAGES INCLUDING ¢OVERSHEET: Z~ FAXNUMBER: (::,~ i "~/o,_%-- ~',~C),,.~ NOTES./COt~NIENT$: PET DESlBN AND ~"NBINEERINB Thomas J. Petracca, P.E. 199 East Main Street, Suite 3, Smithtown, New York 11787 V: (631) 361-9825 F: (631) 980-7853 E: tpetracca@tompetracca.com DATE: January 27, 2012 TO: Town of Southold Building Department RE: Fire Restoration Building Permit fee Coady Residence, 2625 Cedar Drive and 560 Oak Avenue Section 77/Block 01/Lot 01 FROM: Joanne NOTE: Per our phone conversation today, the enclosed check is payment for the permit fee associated with the above mentioned property. Please forward the permit documents to the above address. Thank you! Thank you for utilizing our services. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY ! 1971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 20, 2012 Patricia Coady Reilly Debra Coady 18 Naples Lane Greenlawn, NY 11740 Re: 2625 Cedar Dr., Southold TO WHOM IT MAY CONCERN: The Following Items 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. c/'~ 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. BUILDING PERMIT: 36955- Fire Restoration 7 2012 BUI. LDING PERMIT EXAMINER CHECKLIST ~Date Submitted: /~ ~-[~ Date Reviewed: /- ~7- /,2_ Applicant: T.~-~-- /~ Owner: f~ ~ ~)~ ~ SCTM#1000--77- ] - ISubdivisions: Zone: 6-7`0 Conforming? A/o .......... , fly .r i : - Property Address: ~63~~(~0 0~3) CiW: ~ PreCOs?_ Building Permits (Open/Expired): BP -Z / C/O Z- , Info: BP -Z/C/OZ- ,Info: . BP~-Z / C/0 Z-~, Info:- ,. Single & Separate Search Required? Y or~hetermmatmn: REQ. Lot Size: q0 {X ACT, Lot Size: I REQ. Front ACT. Front REQ Side ACT. Side REQ. Height ~-~t ACT. Height_ BP __-Z / C/O Z- , Info: BP ;Z / C/O Z-__, Info: REQ. Lot Coy./10% ACT: Lot Cov. REQ. Rear__ PROP. Rear ACT Waterfront.~or N? Z~' .. If yes, water body: ./~,z~ ~rLee~anel# __ Flood Zone: __ BUlkhead/BluffDistance: ADDITIONAL APPROVALS REQUIRED pL~u S (~t) s1~, s~t-~ qSu~¥~-/~ ~/5 Suffolk County Health: Y or If yes, *Bed#: *Date: / / *Permit#: Town Septic: Y-/~ - If no, certification required: Y or N Received: Y or N By: NYS DEC: e~-o~c~/tns Y o~/- Date: / / Permit #: or NJ Letter - Notes: Southold Trustees~or N - Date: Southold ZBA: Y o~- Date: / Southold Planning: Y o~)- Date: /__/ Town Landmark C of A: Y o~ DTE: / Notes: / / / ~'/JoT Permit #: 77//,4 or NJ Letter - Notes: / Permit #: Permit #: / L i/~t~t TY - Notes: - Notes: *NYS CODE ~_ompliance (page 2): Y or N Fee Structure: Foundation: SF First Floor: ~7c~ SF Second Floor: ~-(v~- SF Other: SF Total: ~7 ~r~ SF Calculation: C OF o ~E~) ._ffO, O0 + Initial Fee: + Additional Fee ( ): SF X $, + Initial Fee: + Additional Fee ( ): -O ~0. OO TOTAL:$ tdr? 7, ~0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: · Ground Snow Load: 20 Weathering: Severe Frost Depth: 36" __ Design Temp: 11 __ Ice Shield Underlay: YES . USE/OCCUPANCY CLASSIFICATION: · HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/pREscRIPTiVE FULL FP,_AMING DESIGN ELEMENTS: Y/lq Wind Speed: 120MPH Seismic Design Category." B Termite: M-H __ Decay: S-M Flood Hazards: HEADERS: YfN WALL sTUDs: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YfN LUI~BER SPECIES AND GRADE: YfN GIRDERS: YflN ROOF 1LAI?TERS: Y/N W12x,rDOW AND DOOR SCHEDULE: MISSLE TEST RIgQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/Iq LIGHT 8%: Y/lq ~rENT 4%: NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RiSER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N (R E $ C~I ECI~ TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) ~0o~ SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - ??- 01- 01 SCALE. I" = 20' DEC. 16, 1998 AUG. Ell SO00 (loc, dock) Oct, 3~ 2000 (revision) '%. NOTE, LOT NUMBERS REFER TO 'MAP OF GOOSE BAY ESTATES' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOV.13~ 1934 AS MAP NO. 1176 AREA = 14,001sq. ft. ANY ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION TS09 OF THE HEW YORK STATE EDUCATION EXCEPT AS PER SECTION 7EOg-$U~IVI~ON E, ALL CERTEi~ TIONE ~EON ARE VAL~ FOR T~ ~P A~ COP~$ TH~EOF O~ Y ~ID MAP ~ COP~$ B~R THE ~RE~ED SEAL OF ~E S~VEYOR WHOSE 31~ T~E APPEARS HEREON. ADDITIONALL ~ TO CO~ Y WITH SA~ LAW THE TERM *AL TERED PECONIC SUf~YORS~, ?,C. 165# 765 - 5020 FAX 16311 765 - 1797 P. O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 REScheck Software Version 4.4.2 Compliance Certificate Energy Code: Location: Construction Type: Project Type: Nearing Degree Days: Climate Zone: Construction Site: 2010 New York Energy Conservation Construction Code Suffolk County, New York Single Family Addition/Alteration 5750 4 Owner/Agent: Designer/Contractor: Compliance: 0.3% Better Then Code Maximum UA: 296 Your UA: 295 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trarte-off roles. It DOES NOT provide an estimate of energy use Or cost relative to a minimum-code home. Ceiling 1: Fiat Ceiling or Scissor Truss Skylight 1: Wood Frame:Double Pane with Low-E Ceiling 2: Cathedral Ceiling Skylight 2: Wood Frame:Double Pane with Low-E West Wall: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Solid East Wall: Wood Frame, 16" o.c. Window 2: Wood Frame:Double Pane with Lew-E North Wall: Wood Frame, 16" o.c. Window 3: Wood Frame:Double Pane with Low-E Door 2: Glass South Wall: Wood Frame, 16" o.c. Window 4: Wood Frame:Double Pane with Low-E Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space 356 30.0 3.0 11 4 0.350 1 682 15.0 3.0 36 14 0.360 5 371 15.0 0,0 23 28 0.340 10 41 0.320 13 371 15.0 0.0 26 27 0.340 9 512 15.0 0.0 28 127 0.340 43 18 0.350 6 359 15.0 0.0 24 47 0.340 16 996 21.0 0.0 44 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Cede requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ~~ } 2-- Name- Title S,gna Date Project Title: Report date: 12/08/11 Data filename: \\ARIA4\tomp\Work\Clients~Jvleruvee Marie\Rescheck\Coady 120811 .rck Page 1 of 1 CONTR 0 PE ANCE: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. NO DETAIL INCLUDED HEREIN IS MEANT TO SUSSRTUTE FOR THE CONTRACTOR'S KNOWLEDGE AND EXPERIENCE OF THE PROPER PREPARATION, TOOLING, SCHEDUUND, PROCEDURES, LIMITATIONS, AND REQUIREMENTS OF THE MATERIALS TO BE iNSTALLED. 2. THE CONTRACTOR AND SUB-CONTRATOR(S), ARE ALL REQUIRED TO PERFORM A PRE BID SITE INSPECTION ALONG WITH A COMPLETE REVIEW OF THE DRAWINGS AND SPECIFICATIONS OF THE PROJECT. 3. THE CONTRACTOR SHALL INDICATE ALL EXCEPTIONS TO THE DESIGN IN HIS BID DOCUMENT. NO CONTRACTOR EXCEPTIONS SHALL BE ACCEPTED BY THE OWNER OR HIS DESIGNEE wr~IOUT FULL WRIT[EN APPROVAL OF THE ARCHITECT AND ENGINEER. 4.. THE CONTRACTOR'S WORKMANSHIP IS TO BE OF THE H~GHEST GENERALLY ACCEPTED STANDARD ~N THE INDUSTRY AND LACK OF PERFORMANCE IN ANY NATURE BY THE CONTRACTOR WILL BE DEEMED A VIOLATION OF H(S CONTRACT. 5. THE CONTRACTOR SHALL PROVIDE A FULL WANRANTY FOR ALL MATERIALS AND WORKMANSHIP PROVIDED, THE WARRANTY LENGTH SHALL BE AS SO NEGOTIATED REFWEEN THE OWNER AND CONTRACTOR. 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATES OF OCCUPANCY OR COMPLETION, U.L APPROVALS, AND ANY OTHER MUNICIPAL REQUIREMENTS. 2. ALL DISCREPANCIES REGARDING THE DESIGN AND DRAWINGS ARE TO BE IMMEDIATELY BROUGHT TO THE ATFENTION OF THE ENGINEER IMMEDIATELY BEFORE PROORESSING FURTHER W~H ANY AND ALL WORK. S. THE DRAWING IS NOT TO BE SCALED AND ALL~,DIMENSIONS ARE TO BE VERIFIED BY THE CONTRACTOR. FOU A~O MAS RY OTES' ALL FOOTINGS ASSUMED TO BEAR ON MIN, BEARING CAPAC~Y OF 2000 ~/SQ. FT. PER NYS RC FOR CONDIFIONS WITHOUT SOIL TESTING. 2, ALL CONCRETE TO ACHIEVE A BIN, COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS; SLABS: 3500 PSI ALL OTHER: 3,000 PSI (UNLESS NOTED ON DRAWING)- TEST CYUNDERS SHALL BE PROVIDED AS REQUIRED FOR INSPECTION. 3 MEMBRANE WATERPROOFING SHALL BE INSTALLED ON ALL SUB-SUREACE EXTERIOR FOUNDATION WAILS. FOOTINGS AT DIFFERENT LEVELS SHALL BE STEPPED AND THE STEP RISE AND RUN SHALL BE A MAXIMUM SLOPE OF 1 VE~'TICAL TO 2 HORIZONTAL, 5 BACKFILL SHALL NOT BE PLACED AGAINST THE EXISTING FOUNDATION WALLS UNTIL THE CONCRETE IS OF A SUFFICIENT STRENGTH AND THE WALLS ARE BRACED AT BOTH TOP AND BOTTOM BY FRAMING LUMBER OR TEMPORARY BRACING, 6. CONSTRUCTION JOINTS IN FOUNDATION WALLS SH~LL BE VEF~ICAL JOINTS LOCATED AT THE MIN. DISTANCE OF 4.' FROM ANY WALL OPENINGS. MAXIMUM DISTANCE SHALl BE BO'. 7, SLABS ON GRADE SHALL BE POURED WITH 100 SQ,ET. M~XIMUM AREA. CONSTRUCTION JOINTS AT COLUMN CENTERLINES SHALL BE PROVIDED UNLESS OTHERWISE NOTED, EMERGENCY ESCAPE AND RESCUE OPENING(EE&RO) REQUIREMENTS (PER R310): BASEMENTS WiTH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING AS FOLLOWS: 1, SILL HEIGHT NOT MORE THAN 4-4.' ABOVE FLOOR 2. FOR EE&RO'S WITH FINISHED SILL HEIGHT ABOVE THE ADJACENT GROUND ELEVATION, A. BIN, OPENING AREA: 5~7 S.F, (EXCEPTION: FOR GRADE FLOOR OPENINGS: 5 S,F,) B. MIN. OPENING HEIGHT: 24. INCHES C. MIN. OPENING WIDTH: 20 INCHES D. MUST BE OPERATIONAL FROM INSIDE W/O KEYS OR TOOLS. S. FOR ER&ED'S W~TH FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL AS FOLLOWS: A. MIN. NET AREA: 9 S.F. B. MIN. WIDTH AND PROJECTION: 36 INCHES. (EXCEPTION; LADDER/STEPS MAY ENCROACH 6") C. IF WINDOW WELL DEPTH > ~, INCHES: THEN PERMANENT LADDER REQUIRED, RUNGS: 2 A, WIDTH MIN. 12" B, PROJECTION S" MIN, FROM WALL C. 18' MAX, SPACING VERTICALLY TaMe R3O1,6 Allowable Deflection ef Structural Members AIIowabM Deffechon Table R301.5 Minimum Roof Live Loads In Pounds-Force Per Square Foot of HonzonM[ Projecbon For S1: I square foot=0,e929 m~, 1 Found per square fooi=0,479kN/m2, I inch per square foot=0 0833 mmlm Table R301 4 Minimum Uniforrnly Dmtr~bufod Live Loads (in Founds per square foot) MINIMUM EXHAUST REQUIREMENTS EXHAUST VENTILATION AREA TO BE VENTILATED REQUIRED 1 DO CFM INTERMI~ENT FAN KITCHENS (PROVIDE OVER STOVE) PROVIDE 50 CFM TIMER BATHROOMS - TOILET CONTROLLED FAN (IN CEILING ROOMS OR WITHIN 8" OF CEILING PER ROOM DIMENSIONING MOTE. WALL MEASUREMENTS: TO FACE OF STUD UNLESS NOTED THERW~SE 30RS AND WINDOW MEASUREMENTS: TO CENTERLINE DOOR OR WINDOW UNLESS OTHERWISE NOTED. WINDOW HEADER GUIDE (NOTE: ONLY APPLICABLE FOR H~ADERS NOT CALLED OUT ON DRA~MNGS) UP TO SPAN DP HEADER SIZE 2 FEET (2) 2 X 6 D,F. ~¢2 3FEET (2) 2X 8 D.F.#2 4 FEET (2) 2 X I{] D.F. ¢F2 FET (2) 2 X 12 D.F.#2 8 FEET (2) 1 3/4 X 9 I/4 LVL EET (2) 1 3/4X 11 114 LVL Wood Frame Construction Manual, 2001 Edition .pplicabil Limitations Table (Page 2) Limitafior Reference Section 3uildinfl Dimensions;. Mean Reof Heightmaximum < or = 33' 1.1.3.1a ',lumber of Stodes < or = 3 1.1.3Aa Building Aspect Ratio minimum I: 4 1.1.3.1b 4:1 1.1 As modified b within I WFMC A 19.75' YES 2 YES (22 / 29) = 3.0314 YES (29 / 22} = 4 / 3.03 YES Floor Systems Vertical Floor OEset Fleer Diaphragm Aspect Ratio Floor Diaphragm Openings I/all Systems Sheanvall Line Offset Shearwall Stray O~et Shearwall Segment Aspec~ Ratio Roof Systems Rcof Diaphraghm Aspect Ratio Reof Slopo < Of = df 1.1,3.2a 12'or 50% of Building Dimension < or = d 1.1.3.3b <or=31/2:1 1.t.3.3c <or=4.1 1.1.3.4,3 Flat - 12.12 1.1.3.4b proposed YES YES NIA YES None proposed YES YES(See'S' dyes for 2' cont. path details) (8129.75)=0.27:1 YES = 411.07 YES 5: 12 YES ROOF LINE 3" MIN. VENT I I 11/2" 1111/2,, 1 I I I I i I I LAN Iwc I 1/2' WC 1ST FLOOR PLUMBING RISER DIAGRAM SCALE: N.T.S, GENERAL SCOPE OF WORK: REPAIR FIRE DAMAGED HOME INCLUDING THE FOLLOWING: REMOVAL OF ALL: 1, DAMAGED ROOF SHINGLES, TAR PAPER AND DAMAGED SHEATHING AS WELL AS DAMAGED EXTERIOR WALL SIDING, SHEATHING, SOFFIT, FASCIA. TRIM, DOORS AND WINDOWS. 2, IN~ERIOR, SHEETROCK. WIRING, INSULATION AND FLOOR COVERINGS TO ALLOW PROPER INSPECTION FOR DAMAGE. MOLD. AND FINAL AND SEALING OF STRUCTURE ALL BURN DAMAGED MEMBERS TO BE REMOVED AND REPLACED WiTH LIKE MEMBERS UNLESS NOTED BY ENGINEER, iNCLUDING: 1. FULLY DAMAGED SECOND STORY RAFTERS, CEILING JOISTS. SOME WALL STUDS, AND ALL FLOOR COVERING 2. REPLACE ALL MOLDY ORGANIC MATERIALS, NO EXCEPTIONS. REPLACE ALL DAMAGED POTABLE, WASTE, DRAIN AND VENT PLUMBING ABOVE GRADE. ON ALI SMOKE DAMAGED WOOD STRIUCTURAL MATERIALS TO RE LEFT IN PLACE FULLY ENCAPSULATE W~TH ZINSSER SHELLAC BASED PRIMER SEALER OR EQUIVALENT SHELLAC: BASED PRIMER SEALER, FOLLOW ALL NOTES AND DETAIIS ON DRAWINGS. IF A CONTRADICTION APPEARS TO EXIST, STOp WORK AND NOTIFY ENGINEER Of RECORD ON THESE DRAWINGS BEFORE PROCEEDINGS FURTHER. CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE TURN-NEY JOB,INCLUDING ALL FINAL PAINTING, TRIM, ETC. AND ANY LACK OF DETAIL INCLUDED IN THESE DRAWINGS DOES NOT PRECLUDE THE CONTRACTOR FROM COMPLETING ALL WORK AS NEEDED FOR FNSH, -9' 56' AO~ · WOOD DECK EXIS~NG 1 1/2 STORY RESTORATION PRPOSED (HATOHED AREA) 0 PLg7 PLAN SCALE: 1 --20 z 0 W C) CD No. Revision/Issue Dote Thomas d. Petracca, P.E. PETRACCA DESIGN AND EN6INEERIN6, P.O. 199 E. MAIN ST. SUITE 3 SMITHTOWN, NEW YORK 11767 (631) 361-9825 (Tel.) (631) 960-7853 (Fox) COADY RESIDENCE 560 Oak Ave, / 2625 CEDAR AVE, SOUTHOLD, NY, 11971 .,:TJP A1 / CMD As Noted ,.. TJPCOA0911 JOISTS 16" O.C. / EXISI]NG 2XS JOISTS EXISTING 2X8 JOISTS / §1 16" O.C, / EXISTING 2X6 2X6 JOIST EXISTING CRAWL SPACE F EXISTING CRAWL SPACE EXISTING 2X6 JOISTS @ 16" O.C, JOISTS / 16" 0 C, EXISTING CELLAR. EXISTING 4X6 GIRDER EXISTING 2X6 FOUNDATION PLAN SCALE: 1/4" = 1'-0" EX. WELL · WALL LEGEND f I EXISTING WALLS ~'/////////~ NEW WALLS EXISTING WALLS REMOVED SMOKE DETECTOR EXHAUST FAN CARBON MONOXIDE DETECTOR © ~o Revision/Issue Oate~.) Thomas J. Petrocca, P.E. PETRACCA DESIGN AND ENGINEERING. P,C. 199 E. MAIN ST. SUITE ,3 SMI~HTOWN. NEW YORK 11787 (651) 561-9625 (Tel.) (651) 980-7855 (Fox) [pe[racco@[ompetracca.com COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 CELLAR/FOUNDATION PLAN SCALE: ~"= 1'-0" 0 © TdP A2 CMD As No[ed Checked By: ~_ TJP Drawing No. C0A0911 EXISTING OUTDOOR SHOWER 7'-9 1/2" (4)24510 EXISTING FAMILY ROOM 20'-6 1/2" clLL 2 EXISTING HEADER (2) 2XlO EXISTING DECK C OF 0 ISSUED AUG 8, 2007 (3)24510 10'-2 1/2" EXISTING DINING ROOM EXISTING HEABER MIN (2) 2X12) HEABER EXISTING KITCHEN 6'-1 1/2" EXISTING BEDROOM 11' 9" EXISTING BATHROOM CL. : 2ND FLOOR CElUNG I EXISTING L VING ROO 2646 :~EPL EX. STAIRWAY WI~H NEW TO BUILDING CODE, (13) 7.8" HIGH AND 9' MEADS NEW RAIUNG F NO. 1 DFL OR BETIER @ 16" O.C, BURN DAMAGE AREA EXIS~NG 2646 FIRST FLOOR PLAN SCALE: 1/4" = 1'--0" 31'-9 1/2" BILCO DOOR TO CELLAR 1V 11 t/2" WALL LEGEND EXISTING WALLS F/////////J NEW WALLS ® EXISTING WALLS REMOVED SMOKE DETECTOR EXHAUSTFAN CARBON MONOXIDE DETECTOR 2646 EXISTING CAR GARAGE FLOOR PLAN LE. ~" 1'0" C) Z 0 7 n~ w '~ m 0 ~_ z ~ ~- z ~F~ u~ ~ W 0 ~ ~ I~1 ~No. Revision/Issue Date Thomas J. Petrocco, P.E. PE~RACCA DI~GN AND ENG~NrJ~mNG, 199 E. MAIN ST. SUITE 3 SMITHTOWN, NEW YORK 11787 (651) 561-9825 (Tel.) (651) 980-7855 (Fox) tpetracca~ompetracca.com COADY RESIDENCE 560 Ook Ave. / 2625 CEDAR AVE. SOUTHOLO, NY, 11971 TJP A 2.1 CMD As Noted ~. TJP COA0911 :½ WEST SIDE ELEVATI ~~ ON WALL LEGEND 2640 m~ ~ ~ ~k ~ Exm~TING mm EXI~TmNG ~ ......... ~ II GREA~R mAN 4" DIAME~ SP.ERE. MiN. ~ ~ ~ - HORIZONTAL SING~ POINT LOAD OF 200, I .~" 11'-~" --- ] [m i~CAmEDRAL AREA ~ ~ EXISTING , m CElUNG ~ ~ ~ ~ BATHROOM / I I ~ '~; ' ' ~ ~ ' I I I [ ~ L J Z ~ FLOOR PLAN I EXISTING WALLS NEW WALLS REMOVED SMOKE DETECTOR EXHAUSTFAN CARBON MONOXIDE DETECTOR NEW 3046 EGRESS EXISTING WALLS SIDE ELEVATION ~-~ECCOND FLOOR PLAN 7 ~ 0 ~_ Z Ff~ uO ~ W >~ NO. Revision/Issue Date~ Thomos J. Petrocco, P.E. PETRACCA DESIGN AND ENGINEERING, P.C. 199 E. MAiN ST. SUITE 5 SMI~TO~, NEW YORK 11787 (630 3~-~a2~ (g31) ~0-7853 (lox) COADY RESIDENCE 560 O~k Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TOP A2.2 CMD As Noted ~ TJP COA0911 (,~~. U_T H ELEVATION k,x,...~ SCALE: ~"=1'-0" NORTH ELEVATION SCALE: 3/16" = 1'-0" NORTH ELEVATION ~SCALE: ~"=1'-0" LJ 0 ~_ Z <{ ~- Z ~o. ~ev[s[on/Issue Dote Thomas d. Petr~cc~, PETRACCA DESION AND ENGINEERING, P.C. 199 E. MAIN ST. SUITE ~ SMITHTOWN, NEW YORK 11787 (651) 561-9825 (Tel.) (651) 980-7853 (Fax) ~petracca~ompetrocca.com COADY RESIDENCE 580 Ook Ave. / 2825 CEDAR AVE. SOUTHOLD, NY, 11971 TJP A3 CMD As Noted EX. 2X6 EX. 2x4 JOISTS © 2¢" EX. 2X6 @ 24" O.C. RAFTERS 12 lo-- EX. CL. EXISTING FAMILY ROOM EX. 2x6 JOISTS © 16 -- O,C. EXISTING EX. FOUNDA~ON WALL & FOOTING EX. 2X6 RIDGE~ EX. 2X6 © 24" O.C. RAFTERS EX, 2-2X4 TOP PLATE EX. 2x4 STUDS 16" O,C. 10 12 EXISTING BEDROOM EXISTING BATHROOM EXISTING BEDROOM EX, 2X4 PLATE (REPLACE BURNED UNIITS AS REQUIRED) EX. 2-2X4 TOP EX, 2x~ STUDS © 16" EXISTING BEDROOM EXISTING BATHROOM EX. 2X4 SOLE CRAWLSPACE EX. 4X6 G% EX. 2x6 JOISTS @ O.C. EX. 2x6 JOISTS @ 16" O.C. EXISTING KITCHEN (REPLACE BURNED UNITS AS REQUIRED) EX. 2x6 @ 16" O.C. EX. FOUNDATION WALL &: FOOTING EXISTING SEE SHEET 5 FOR DETAILS NOT SHOWN HERE CRAWLSPACE EX. 2X6 © 24" O.C. RAFTERS Thomas J. Petracco, P.E, PE~ACCA DESIGN AND ENGINEERING, P.C. 199 E. MAiN ST. SUITE 3 SMITHTOWN, NEW YORK 11787 (651) 561-9825 (TEE) (651) 980--785,3 (Fox) tpetracco~ompetrocca.com COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TJP A4 CMD As Noted ~ TJP COA0911 EX. 2×B JOISTS RAIUNG EX. 2-2x10 GIRDER EX. 4X4 POST (TYP) EX. 4X4 -- POST (TYP) EX. 2X6 0 24" O.C. EXISTING 2x6 WOOD JOIST (~ 16" O.C. FORE AND BEYOND. -- (STRAP TO GIRDER WITH 1 ¼" X 2O GA SIRAP WITH (3) 1OD NAILS EACH END WRAP STRAP AROUND BEAM REAR NAIL WITH (5) lOB NAILS REV 2 1 ~" X 20 GA STRAP WITH (5) 1OD NAILS END (ALONG TIE BEAM AND AT HEADER) L(2) 2x6 TIE BEAM @ 48" O.C. CEILING THRUST LOAD: 1040#, (WFCM 2001, TABLE 2.5 FOR 4B" SPACING, 9/12 PITCH) CEILING THRUST LOAD: 1040#, (WFCM 2001, TABLE 2.3 FOR 48" SPACING, 9/12 PITCH) CONNECT NEW (2) 2X6 TIE BEAM-- TO EXISTING RAFTER WITH J" THRU BOLT (1175 Ibf CAPACITY) CEILING THRUST CONN DETAIL ROOM AREA) EX. 2X6 RIDGE 12 MAINTAIN MINIMUM 1" AIR AND ROOF SHEATHING EXISTING DEN/LOFT (3) 2 DROP HDR EX. 2x6 JOISTS 0 16" O.C, -- EX. TOP PLATE EXISTING DINING ROOM EX. 2x6 JOISTS @ 16" O.C EXISTING CRAWLSPACE R-BO BATI INSULATION 1/2" GYPSUM BOARD OVER- 6 MIL POLY VAPOR BARRIER ( I~'PICAL EXTERIOR INSULATED WALLS AND CEILINGS) NEW RAIUND TO NYS CODE FOR SPACING AND LATERAL S~ENGTH MAINTAIN MINIMUM 1" AIR AND ROOF SHEATHING 3 1/2" R-15 UNFACED BATI INSULATION INSULATION BETWEEN RAFTERS AND 1/2" R3 FOAM BOARD INSULA60N ON INSIDE FACE OF RAFTERS NEW TIE BEAMS: EXI~ND OVER (3) 2X12 HEADER AND S~AP TO HEADER AS SHOWN IN DETAIL THIS SHEET L T EX. 2-2X4 L _ ? TOP PLATE L_ EX. 2x4 SRJDS @ 24" O.C. EXISTING LIVING T L--T ROOM L_7 EX. 2X4 SOLE PLATE EXT. PLYWOOD~ EX. 4X6 GIRDER EX. 4"e STL (2) 2x4 TOP PLATE 1/2" GYPSUM BOARD OVER-- 6 MIL POLY VAPOR BARRIER (TYPICAL EXTERIOR INSULATED WALLS AND CEILINGS) NEW WOOD STAIRWELL IN FOREGROUND, SEE PLAN. co ~ MAINTAIN 36" CLEARANCE r-- TO EXISTING FRONT WALl. r-- RAILING REQUIRED TO CODE, NOT SHOWN lr 2x4 SILL l---7 EX. 2x6 JOiSts ~ 16" o.c,~ INSULATION INSULATION- BETWEEN JOISTS EXISTING CELLAR EX. FOUNDATION WALL ~ FOOTING SECTION 1-5 SCALE:I/2"=I'-O" DOUBLE UP EXIS~NG RAFIER __ AT TIE REAM AND CONNECT WITH (1) ~" BOLT TO EACH SIDE MEMBER OF TIE-BEAM ROOF SHINGLES: A~ACH SELF-SEALING ASPHALT ROOF SHINGLES TO ROOF SHEA~rlING WITH (6) GALVANIZED STEEL, 12 GA., FASTENERS CONFORMING TO ASIM F 1667. GLE UND ENT: EXTEND RUBBER ICE SHIELD (SELF ADHERING POYMER MODIFIED BIRJMEN) PROM EDGE OF EAVE UP ALONG SHEATHING TO A MINIMUM B4" HORIZONTAL DISTANCE FROM THE INSIDE OF EXTERIOR WALL. APPLY ASTM D 226, TYPE 1, OR ASTM D 4869 UNDERLAYMENTI AS APPLICABLE PER BELOW: FOR ROOFS > 4/12 PITCH: APPLY ONE LAYER IN SHINGLE FASHION OVERLAPPING BY 2" MINIMUM, FOR ROOFS 2/I2 to 4/12 SLOPE APPLY TWO LAYERS. FASTEN B6 INCH S~;{IP PARRALLEL AND OVERLAPPING ~}IE ICE SHIELD. OVERLAP SUCCESSIVE SHEETS BY 19". ABRRE~/1A AON LEGEND' EX. EXISTING M > <~ z 0 E3~- Z I~ 0 © 0 Ld REV, 2Wall locations modifications )4/15/12 REV. 1 rown rev: Fm~ dr WI 36" and Res Chec 11/29/11 ISSUE 0 Finol Drof~ - Town Review 10/11/11 No. Revision/Issue Date.,./ Thomas J. Pe[racca, P.E. PETRACCA DESIGN AND ENGINEERING, P.C. lg9 E. MAIN ST. SUITE 3 SMITHTOWN, NEW YORK 11787 (651) 361--9825 (Tel.) (631) gao 785~ (Fox) k~petracca@tompetracca.com COADY RESIDENCE 560 Oek Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 ~Notices: TJP A5 CMD As Noted ,.. TJP COA0911 ABOVE, PROVIDE SOLID BLOCKING BETWEEN ALL POSTS AND THEIR SUPPORTS, CO NTP. ACTOR ~ORMANCE' 1. THE CONtrACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. NO DETAIL INCLUDED HEREIN iS MEANT TO SUBSTITUTE FOR THE CONTRACTOR'S KNOWLEDGE AND EXPERIENCE OF THE PROPER PREPARATION, TOOLING, SCHEDUUNG, PROCEDURES, LIMITATIONS, AND REQUIREMENTS OF THE MATERIALS TO BE INSTALLED. 2. THE CONTRACTOR AND SUB-CONTRATOR(S), ARE ALL REQUIRED TO PERFORM A PRE-BID SlflE INSPECTION ALONG WITH A COMPLETE REVIEW OF THE DRAWINGS AND SPECIFICATIONS OF THE PROJECT. 3. THE CONTRACTOR SHALL INDICATE ALL EXCEPTIONS TO THE DESIGN IN HIS BID DOCUMENT. NO CONTRACTOR EXCEPTIONS SHALL BE ACCEPI~D BY THE OWNER OR HIS DESIGNEE WITHOUT FULL WRITTEN APPROVAL OF THE ARCHITECT AND ENGINEER. A. THE CONTRACTOR'S WORKMANSHIP IS TO BE OF THE HIGHEST GENERALLY ACCEPTED STANDARD IN THE INDUS~Y AND LACK OF PERFORMANCE IN ANY NATURE DY THE CON'ACTOR WILL BE DEEMED A VIOLA~ON OF HIS CONTRACT. 5. THE CONTRACTOR SHALL PROVIDE A FULL WARRANTY FOR ALL M~TERIALS AND WORKMANSHIP PROVIDED. THE CONSTRUCTION NOTES. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH LOCAL, CITY, STATE AND APPLICABLE NATIONAL CODES INCLUDING THE LATEST VERSION OF THE NYS ENERGY CONSERVATION CODE. FLASHING IS TO BE INSTALLED AT ALL EXTERIOR OPENINGS AND STRUCTURAL ATTACHMENTS. SMOKE ALARMS ARE TO BE INSTALLED IN ACCORDANCE WITH STATE AND LOCAL CODES ALL STEEL IS TO BE ASTM A36 WITH A S~ENGTH OF 36,000 PSI. ALI WINDOW HEADERS ARE TO BE 2-2X12 UNLESS OTHERWISE NOTED. DOUBLE UP RAFTERS AROUND ALL SKYLIGHT OPENINGS AND PROVIDE HEADERS ABOVE AND BELOW THE SKYLIGHTS. INSTALL METAL TECOS TO CONNECT ALL HEADERS, GENERAL NOTES: f. THE CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATES OF OCCUPANCY OR COMPLERON, U.L. APPROVALS, AND ANY OTHER MUNICIPAL REQUIREMENTS. 2. ALL DISCREPANCIES REGARDING THE DESIGN AND DRAWINGS ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY BEFORE PROGRESSING FURTHER WITH ANY AND ALE WORK. THE DRAWING IS NOT TO BE SCALED AND ALL DIMENSIONS ARE TO BE VERIFIED DY THE CONTRACTOR. FOUNDATION/MASONRY NOTES: 1. ALL FOOTINGS ASSUMED TO BEAR ON MIN. BEARING CAPACITY OF 2000 #/SQ. ET. PER NYS RC FOR CONDITIONS WITHOUT SOIL TESTING. 2. ALL CONCRETE TO ACHIEVE A MIN. COMPRESSIVE STRENGTH AT 28 DAYS AS EMERGENCY ESCAPE AND RESCUE OPENING(EE&RO) REQUIREMENTS (PER R310): 3ASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING AS FOLLOWS' I. SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR 2. FOR EE&~RO'S WITH FINISHED SILL HEIGHT ABOVE THE ADJACENT GROUND ELEVATION: A, MIN. OPENING AREA: 5.7 S.P. (EXCEPTION: FOR GRADE FLOOR OPENINGS: 5 S.F.) B. MIN, OPENING HEIGHT: 24 INCHES C. MIN. OPENING WIDll~: 20 INCHES B, MUST BE OPERATIONAL FROM INSIDE W/O KEYS OR TOOLS. 3, FOR EE&RO'S WITH FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDEB WITH A WlNBOW WELL AS FOLLOWE: A. MIN. NET AREA' 9 S,F. B. MIN, WIDTH AND PROJECTION: 36 INCHES (EXCEPTION: LADDER/STEPS MAY ENCROACH 6") C. IF WINDOW WELL DEPTH > 44 INCHES: 1. THEN PERMANENT LADDER REQUIRED. ~. RUNGS: A, WIDTH MIN. 12" B. PROJECTION 3" MIN. FROM WALL C. 18" MAX. SPACING VERTICALLY MINIMUM EXHAUST REQUIREMENTS AREA TO BE VENTILATED EXHAUST VENTILATION REQUIRED f 00 CFM INTERMITFENT FAN KITCHENS (PROVIDE OVER STOVE) PROVIDE 50 CFM TIMER BA IHROOMS -TOILET CONII~OLLED FAN (IN CEILING ROOMS OR WITHIN 8" OF CEILING PER ROOM DIMENSIONING NOTE' WALL MEASUREMENTS~ TO FACE OF STUD UNLESS NOTED OTHERWISE DOORS AND WINDOW MEASUREMENTS: TO CENTERLINE OF DOOR OR WINDOW UNLESS OTHERWISE NOTED. WINDOW HEADER GUIDE UP TO SPAN OF: HEADER SIZE 2 FEET (2) 2 X 6 D,F, #2 3FEET (2) 2XGDF fY2 4 FEET (2) 2 X 10 D.F, #2 6FEET (2) 2 X 12 D F.#2 8 FEET (2) 1 3/4 X 9 114 LVL 10 FEET (2) 1 3/4X 11 1/4 LVL Frame Construction Manual, 2001 Edition Applicability Limitations Table (Page 2) Buildinfl Dimensions: Limitation Section Mean Roof Heightmax~murn < Dr = 33' Number of Stories < or = 3 Building Aspect Ratio mlmmum I: 4 4:1 Floor Systems 1.1.3.1a 1.1.3.1a 1.1.31b Vedical Floor Offset Floor Diaphragm Aspect Ratio Floor Diaphragm Openings <or=4:1 LessBr of 12' or 50% d Building Dimension Wall Systems hewiwall Line Of[set < or = 4' 1.1.3.3a <or=d hearwall Sto~y Offset ~hearwag Segment Aspect Ratio <or=3112:1 1.1.3.3h As modified by design Fi.qures I exisiin 1.1 i 19.75'2 (22/2g) = 3.03/4 (29/22) = 4/3.03 No ~e~ticai floor o~ofs 1.2 proposed 1.3 !525/11.75')=4/1.86 N/A 1.4 1.5 None proposed 1.8 2' 1.7 ¢/29.75)=0.27:1 Is Modified 0esi within Limitation fo WFMC Applicafionl YES YES YES YES YES YES YES YES YES(See 'S' dwgs for cont. path details) YES Table R301.6 Allowable Deflection of structural Members Allowable Deflection and Cladding loads for the pu~ose ef rOe determining deflection limit s here~n Table R30f.5 Minimum Roof Live Loads In Pounds-Force Per Square Foot of Honzontal ProJection Tributary Loaded Area in Square Feet For Any Structural Member 0 to 200 201 ~o B00 Over 600 20 16 12 Table R301.4 Minimum UnEorm~y D~srobuted Live Loads (m pounds per square root) Decks~ 40 Passanger Vehde garages~ Gaurdrads and handrads~ 200 ROOF LINE EXTERIOR WALL -- MIN. VENT 1/2" LAV WC SHWR 1ST FLOOR PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY sYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AHD C'(~NE)J~ A / sou' oL Bo^AD "/!~ S0U~TOWNTRUSTEES GENERAL SCOPE OF WORK: REPAIR FIRE DAMAGED HOME INCLUDING THE FOLLOWING: REMOVAL OF ALL- 1. DAMAGED ROOF SHINGLES, TAR PAPER AND DAMAGED SHEATHING AS WELL AS DAMAGED EXTERIOR WALL SIDING, SHEATHING. SOFFIT, FASCIA, TRIM~ DOORS AND WINDOWS 2. INTERIOR. SHEETROCK, WIRING. INSULATION AND FLOOR COVERINGS TO ALLOW PROPER INSPECTION FOR DAMAGE, MOLD, AND FINAL AND SEAMNG OF STRUCTURE ALL BURN DAMAGED MEMBERS TO BE REMOVED AND REPLACED WiTH LIKE MEMBERS UNLESS NOTED BY ENGINEER, INCLUDING: 1. FULLY DAMAGED SECOND STORY RAFPERS. CEILING JOISTS, SOME WALL STUDS, AND ALL FLOOR COVERING 2. REPLACE ALL MOLDY ORGANIC MATERIALS. NO EXCEPTIONS. 3. REPLACE ALL DAMAGED POTABLE, WASTE, DRAIN AND VENT PLUMBING ABOVE GRADE. ON ALL SMOKE DAMAGED WOOD 5~UCTURAL MATERIALS FO BE LEFT IN PLACE FULLY ENCAPSULATE WrFH ZINSSER SHELLAC BASED PRIMER SEALER OR EQUIVALENT SHELLAC BASED PRIMER SEALER, FOLLOW ALL NOTES AND DETAILS ON DRAWINGS. IF A CONTRADICTION APPEARS TO EXIST, STOP WORK AND NOTIFY ENGINEER OF RECORD ON THESE DRAWINGS BEFORE PROCEEDING FURTHER, CONTRACTOR IS RESPONSIBLE TO PROVIDE a COMPLETE TURN-KEY JOB INCLUDING ALL FINAL PAIN~NO, TRIM, ETC. AND ANY LACK Of DETAIL INCLUDED IN THESE DRAWINGS DOES NOT PRECLUDE THE CONTRACTOR FROM COMPLETING ALL WORK AS NEEDED FOR FINISH ELECTRICAL IN P 0?ION REQUIRED GOOSE CE',EE , ~ · 50.00' I' cone W^lJ< WOOD DECK ..B' FIRE RESTORATION PRPOSED (HATCHED AREA) EXIS~NG 1 1/2 FRAME RESIDENCE 11 AVE FRA 'E 2o/5' W APPROVED AS NOTED Nnrmr' DUI! OiNG DEPARTMENT AT ~oof Systems J {oof Diaphraghm Aspect Ratio < Dr = 4: 1 1.1.3,4a 1.3 (29.75' / 8) = 4/1.07 YES {oof Slopo I Flat - 12: 12 1.1.3.4b 5: 12 YES MBING RISER DIAGRAM PLOT PLAN SCALE: 1"=20' ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. LJ > z 7 n,' w 0 Q,_ Z <:( ,-- Z Ff W >>_ < © CD NO. Revision/Issue Date..,/ Thomas J. Petracco, P.E. PETRACCA DESIGN AND ENGINEERINg, P.O. 199 E. MAIN ST. SUITE 3 SMITHTOWN, NEW YORK 11787 (651) 361-9825 (Tel.) (651) 980-7853 (Fox) tpetracca@tom petrocco.com COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TJP A1 CMD As Noted k.. TJP COA0911 7/16" / EXISTING 2XS JOISTS EXISTING 2X§ JOISTS @ 16" O.C. / ~.1 / EX,STIND~ 1,"~×"0.0. 0 2X6 JOIST EXISTING CRAWL SPACE ASSUMED EXIS~NG FOO~NO EXISTING CRAWL SPACE EXISTING CELLAR Jm ~ :~ JOISTS / m~ ~ 16" O.C. OIL TANK 5EX' SLAB~ 2416 FOUNDATION PLAN SCALE: 1/4" = 1'-0" EXISTNG HEA]ING UNIT EXISTING 4X6 GIRDER EXISTING 2X6 JOISTS ~ 16" O.C. EX. ~INOOW ~ CELLAR ENTRANCE WALL LEGEND EXISTING WALLS NEW WALLS ® EXISTING WALLS REMOVED SMOKE DETECTOR EXHAUSTFAN CARBON MONOXIDE DETECTOR CELLAR /FOUNDATION PLAN 0 E~/. I [Town rev: Frnt dr [o 36" end Res Chez No. Revision/Issue Date../ Thomas d. Petracca, P.E. PETRACCA DESIGN AND ENGINEERING, P.C. 199 E. MAIN ST. SUITE 5 SMITHTOWN, NEW YORK ~1787 (631) 361-9825 (Tel.) (6,31) 980-7853 (Fax) tpetracca©tompetracca.com COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TJP SHEET NO. A2 CMD As Noted Checked By; Drawing No. COA0911 EXISTING OUTDOOR SHOWER 9'-1 7/16" 7'-9 1/2'* EXISTING BATHROOM (4)24510 2'--10" EXISTING FAMILY ROOM 20'-6 1/2" CL. 43'-9" EXIS~NG HEADER (V,I.F. MIN. (2) 2X10) LINE OF 2ND FLOOR ABOVE EXISTING DECK C OF 0 iSSUED AUG 8, 2007 (3)24510 Ld DINING ROOM ~ , EXISTING HEADER (V,I,F. MIN. (2) 2X12) 6066 SLDR EXISTING_ KITCHEN EXISTING BEDROOM LINE OF 2ND FLOOR ABOVE MIN. (2) 2X12) CEILING I I I;~ EXISTING / /~ NO. 1 D.F.L OR BE~FER @ 16" O,C. BURN EXISTING 2646 AREA 6'-1 1/2" 2329 2340 STAIR@AY W~TH BUILDING CODE, (13) 7.8" HIGF U@NG ROOM FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 31'-9 1/2" 52'-10 7/16" BILCO DOOR TO CELLAR )FI.RST SCALE: ~-"= 1'-0" WALL LEGEND r i EXISTING WALLS NEW WALLS ® EXISTING WALLS REMOVED SMOKE DETECTOR EXHAUSTFAN CARBON MONOXIDE DETECTOR 2646 d EXISTING 2 CAR GARAGE II FLOOR PLAN 0 m Z © 513 -q T Revision/Issue Thomas d. Petrocca, P.E. PETRACCA DESIGN AND ENGINEERING, P.C. 199 E. MAIN ST. SUITE 3 SMI~HTO~N, NEW YORK 11787 (631) 361--9825 (Tel.) (631) 980-7853 (Fox) tpetracca~tompetrocco.com COADY RESIDENCE 560 Oak Ave. / 2625 CEBAR AVE. SOUTHOLB, NY, 11971 u=..o, ess, aa I a*'l m~ I ~- I TJP A 2.1 CMD ~s Noted Checked By: ~ TJP COA0911 ,../ NEW 6046 EGRESS WES T SIDE ELEVATION SCALE: ¼"=1'-0" B NEW 3046 EGRESS WALL LEGEND EXISTING WALLS NEW WALLS EXlSTING WALLS REMOVED SMOKE DETECTOR EXHAUSTFAN CARBON MONOXIDE DETECTOR 69"H WALL ~ EXISTING EXISTING -- b ~ BEDROOM , ~ DEN/LOFT ~ ~iq I ~ zx~o~ ~472 B[FOLD g ~ ~ I% i I ~ ~ . EXISTING ~ ~ ~ I ~ BEDROOM HORIZONTAL SING~ POINT LOAD ~ 200~ . ~ . ] ~ ~ ~._o,, ..... ~i 11 '-B" ' ],,, j ~ AL~ J I AREA - BATHROOM ~48"H WALL mm J ,, I I I I ~ I I I I ~ o ~ ~ L ~ ~ D FLOOR PLAN SCALE: 1/4" = 1'-0" EA:S,T SIDE ELEVATION CCOND-FLOOR PLAN ~.,...~/SCALE: ¼":1'-0" 7 ~' ti5 0 Q~_ Z I~1 No.Revision/Issue Date Thomas J. Petracca, P.E. PE~ACCA DESIGN AND ENGINEERING, P.C. (631) 361-9825 (TEL) (651) 9~0--7~55 (Fax) [pe~racca~ompetr~cca.com ~ COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 ~~:' ::-_ TJP A2.2 CMD As Noted ~ TJP COA0911 M ( soUUTH ELEVATION ~ SCALE: ~"=1'-0" NORTH ELEVATION SCALE: 5/16"= 1'-0" ELEVATION ~.~,./SCALE: ~"=1'-0" LJ > o~ ~ z Ld O r~ z I~1 pr' >e~ o rev: Frnt dr to 36" end Res F~nal Droft - Town Review Revision/Issue Thomas J. Petracca, P.E. PETRACCA DESIGN AND ENGINEERING, P.C. 199 E. MAIN ST. SUITE 5 SMITHTOWN. NEW YORK 11787 (631) 361--9825 (Tel,) (631) 980-7853 (Fox) COADY RESIDENCE 560 Ook Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 Noticea: "-Designed By: SHEET NO. TJP A5 CMD As Noted ~. TJP Drawing No. COA0911 EX. 2X6 @ 24" O.C. EX. 2X6 RIDGE~. EX. 2x4 JOISTS © 24" O.C. EX. 2X6 RIDGE~ lo[-- RAFTERS 12 EX. CL. EX. 2-2X4 TOP PLATE EX. 2x4 STUDS 16" O.C, EXISTING BEDROOM EX. 2X4 PLATE EXISTING BATHROOM EX. 2X6 @ 24-" O,C, RAFTERS 12 (REPLACE EXISTING BEDROOM BURNED UNITS AS REQUIRED) EX. O.C. EXISTING FAMILY ROOM EX. 2-2X4- TOP PLA~.- EX. 2x4 STUDS @ 16" EXISTING BEDROOM EXISTING BATHROOM EXISTING KITCHEN EX. 2x6 @ 16" O.C. (REPLACE BURNED UNITS AS REQUIRED) EX. 2X4 SOLE EX. 2x6 @ I6" O.C. EX, 2x6 JOISTS © 16" O.C. EX. FOUNDATION WALL & FOOTING EXISTING CRAWLSPACE EX. 4X6 G% EX. 2x6 JO~STS © 16'-- -- EX. FOUNDATION WALL &: FOOTING EXISTING ION 1-4 - /SECTION k.~.~.//SCALE: 1/2"= 1 '-0" SEE SHEET 5 FOR DETAILS NOT SHOWN HERE 2-4 CRAWLSPACE 2X6 @ 24-" RAFTERS 7 ~ 0 ~,~_ z C) © No, Revision/Issue Date.,~ Thomes J. Petrecce, P.E. PE~ACCA DESIGN AND ENGINEERING, P.C, SMI~TO~, NEW YORK 11787 ($31) 361-0825 (~31) ~ao-~a53 flax) COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TOP A4 CMD As Noted EX. 2x8 JOISTS ~ 1 RAILING EX. 2-2x10 GIRDER / POST (TYP) EX, 4X4 POST (TYP) EXISTING 2x6 JOIST @ 16" O.C. FORE AND BEYOND. (STRAP TO GIRDER WIIH 1 ~" X 20 DA STRAP WITH (3) 1OD NAILS EACH END EX. 2X6 ~ 24" O.C. RAF~RS EX. 2x6 JOISTS ¢} 16" O.C, EXISTING DINING ROOM EX. 2×6 JOISTS @ 16" O.C. CRAWLSPACE 1 ~' X 20 CA SIRAP WITH (5) IOD NAILS END (ALONG ne BEAM AND GIRDER) (2) 2x6 TIE BEAM @ 48" O.C. METAL JOIST HANGERS (2) 2x12 GIRDER CElUNG THRUST LOAD: 1040~, (WFCM 2001, TABLE 2.3 FOR 4B" SPACING, 9/12 PITCH) CEILINGTHRUST LOAD: 1040#, (WFCM 2001, TABLE 2.3 FOR 48" SPACING, 9/12 PITCH) CONNECT NEW (2) 2X6 ne BEAM TO EXIS~NG RAFTER ~TH J" THRU BOLT (1175 Ibf CAPACITY) CEILING THRUST CONN DETAIL ! IVING ROOM AREA) : 1"=1'-0" EX. 2X6 RIDGE 12 41-- MAINTAIN MINIMUM 1" AIR INSULATION AND ROOF SHEA~NING EX. 2x4 JOISTS @ 24" O.C. EXISTING DEN/LOFT R-30 DAFT. INSULATION 1/2" GYPSUM B MIL POLY VAPOR BARRIER (TYPICAL EXTERIOR INSULATED WALLS AND CEIUNGS) B 1/2" R-15 UNFACED BA~T INSULATION INSULATION BETWEEN RAFTERS AND 1/2" RB FOAM BOARD INSULA~ON ON INSIDE FACE OF RAF~RS NEW ~E-BEAMS MAINTAIN MINIMUM 1" AND ROOF SHEATHING EX. 2-2X4 L_ TOP PLATE EX. 2x~ STUDS @ 2'~" O.C. SEE DETAIL THIS SHEET FOR --CONNECTION OF JOISTS AND ~E BEAMS TO EXISTING HEADER (2) 2x4 TOP PLATE EX. 2X4 SOLE PLATE 7 EXISTING LIVING ROOM EXT. 1/2" GYPSUM BOARD OVER-- 6 MIL POLY VAPOR BARRIER (TYPICAL EXTERIOR INSULATED WALLS AND CEILINGS) NEW WOOD STAIRWELL IN FOREDROUND. SEE PLAN. MAINTAIN 56" CLEARANCE TO EXISTING FRONT WALL. RAILING REQUIRED TO CODE, NOT SHOWN 2x4 EX. 4X6 GIRDER -- EX. 2x6 JOISTS ~ 16" O.C. 5 1/2" R-21UNEACED BA~ INSULATION INSULATION BETWEEN JOISTS EXISTII' ( .XSECTION 1-5 ~/)SCALE:I/2"= 1'-0" DOUBLE UP EXIS~NB RAFTER AT TIE BEAM AND CONNECT WITH (1) 2" BOLT TO EACH SIDE MEMBER OF TIE-BEAM ROOF SHINGLES: ATEACH SELF-SEALING ASPHALT ROOF SHINGLES TO ROOF SHEATHING WITH (6) DALVANIZED STEEL, 12 GA., FASTENERS CONFORMING TO AS~4 F 16B7. E UNDERLAYMENT: EXTEND RUBBER ICE SHIELD (SELF ADHERING POYMER MODIFIED BITUMEN) FROM EDGE OF EAVE UP ALONG SHEATHING TO A MINIMUM 24" HORIZONTAL DISTANCE FROM THE INSIDE OF EXTERIOR WALL. APPLY ARTM D 226. TYPE 1, OR ASTM D 4869 UNDERLAYMENT, AS APPLICABLE PER BELOW: FOR ROOFS > 4/12 PITCH: APPLY ONE LAYER IN SHINGLE FASHION OVERLAPPING BY 2" MINIMUM. FOR ROOFS 2/12 to 4/12 SLOPE APPLY ~WO LAYERS. FASTEN B6 INCH S~IP PARRALLEL AND OVERLAPPING THE ICE SHIELD. OVERLAP SUCCESSIVE SHEETS BY 19". ROOF DECK; NEW 1/2" EXTERIOR PLVWOOD. (SEE CONNEC~ONS DETAILS SHEET FOR FASTENING REQUIREMENTS) ROOF SHEATHING NAILING: FASTEN 1/2" EXTERIOR PLYWOOD TO RAFTERS USING (6) BD NAILS AT 12" O.C. EXCEPT AS FOLLOWS' INTERMEDIATE NAILING (NON PANEL PERIMETER) SHALL BE NAILED AT B" O.C, WITHIN 48" OF RIDGES, EAVES, AND GABLE END WALLS. AT GABLE END WALL FRAMING SPACE NAILING AT 4" O.C. MAXIMUM -- REV 1 ABRREVIATION LEGEND: EX. EXISTING No. Revision/Issue H/29/r 10/11/11 Date~./ Thomas d. Petracco, P.E. PE~RACCA DESIGN AND ENGINEERING, P.C. 199 E. MAIN ST. SUITE 3 SMITHTOWN, NEW YORK 11787 (631) 561-9825 (Tel.) (651) 980-785.3 (Fax) 'cpetracca@tompetracca.com COADY RESIDENCE 560 Ook Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TJP A5 CMD As Noted Checked~: TJP Drawing No. COA0911 ROOF RAFTER TO RAFTER RIDGE STRAP CONNECTION: ROOF RAFTER TO RAFTER UPLIFT NAILING: RAFTER UPLIFT. ATTACH RIDGE TENSION STRAP WITH 1 1/4" X 20 GAGE GALVANIZED STEEL STRAP ACROSS TOP OF RAFTERS @ 16" O.C NAIL WITH 8D NAILS INTO EACH RAFTER PER TABLE 3 6A (THIS SHEET} ROOF/CEILING TO WALL UPLIFT AND LATERAL/SHEAR CONNECTION: ROOF TO WALL UPLIFT AND LATERAL/SHEAR NAILING' UPLIFT: CONNECT RAFTERS DIRECTLY TO STUDS USING 1 114" X 20 GAGE GALVANIZED STEEL STRAP. CONNECT WITH 8D COMMON NAILS MIN INTO EACH STUD AND RAFTER PER TABLE 34 B (THIS SHEET} RAFTER TO CEILING JOIST NAILNG FOR HORIZ THRUST. SCALE: NONE FACE NAIL C J 'S TO RAFTERS PER TABLE 3.9A (THIS SHEET} / / / / / I \ \ \ \ Table 3.49 Uplift Strap Connection Requirements (Roof-to-wall, wall-to-wall, and wall-to-foundation) (Prescriptive alternative to Table 3.4) WFCM VVl '..~lVl /.~./'J I F-.L.'I I IUI~I Fastest Mile Windspeed (mph) b on Nails in each end Framing SpacinB (in.) Roof Span (ft) - ' ~ge Strap1' 2 12 2 16 2 20 2 12 24 3 28 3 36 3 3 12 2 2 16 2 3 16 24 3 28 4 32 4 16 3 2O 4 19.2 24 4 28 4 32 5 36 5 12 3 16 4 20 4 24 24 / 4 / 5 28 4 5 32 5 6 36 5 6 1. Prescdphve limits are based on assumptions in Table 3.4 2. Tabulated uplift requirments assume a buildmg located in Exposure 9 3 Tabulated uphft requirments assume a roof ceiling load of 9 psf (.6 x 15) psf. If a ceiling assembly is not present er if the ceiling assembly is not connected to the mol assembly, the tabulated number of nails shall be increased by 1 nail at each end of the strap. 4. Minimum ASTM A653 Grade 33 strap I I CORNER HOLD DOWN SIMPSON 20 GAGE TWIST STRAP FOR UPLIFT OF JOISTS. WRAP AROUND DOUBLE JOISTS AND DOWN OTHER SIDE CANTILEVER APPLICATION I I CONNECTED TO TRANSFER SHEAR . 2-16d COMMON NAILS 6" CORNER LOAD TRANSFER DETAIL J NOTEt THESE DETAILS PROVIDED / / FOR/ LL REPLACEMENT WORK. WALL TO WALL ~ '~. j j Table 3.6A Ridge Tension Strap Connection Requirements I~PLIFT~ ~T~S HEAR "' '" WFCU 2001 EDITION CONNECTION: SCALE: NONE CONNECT WALL STUDS TO LOWER WALL STUDS USING 1 1/4" WIDE X 29 GAGE, ASTM A653 GRADE 33 STEEL STRAP. A~EACH WITH 8D COMMON NAILS INTO UPPER AND LOWER STUDS PER TABLE 3.4B (THIS SHEET) NAIL STRAP TO BOX JOIST WITH (2) 16D NAILS -..WALL TO FOUNDATION UPLIFT CONNECTION.j.. WALL TO FOUNDATION UPLIFT STRAP AND CONNECTION \ \ I / / / / / Fastest Mile Windspeed (mph) umber of 5d Corn on Nails in each end Roof Pitch Roof Span (fi) of 1-I/4" 20 ge Stra#' 2, a, 4 16 2 3 20 3 4 3'12 24 3 4 28 4 5 32 ti/ 5 36 / 6 12 52 2 20 3 4:12 24 4 28 4 32 5 36 5 12 2 16 2 2 5:12 24 3 28 3 32 4 36 I 4 16 2 20 2 2 6:12 24 2 3 28 3 32 3 36 ' 4 16 2 28 3 32 3 36 3 3 I 114" WIDE X 24 INCH LONG, 20 GAGE, ASTM A653 GRADE 33 STEEL STRAP, NAILED TO STODS ~ 16'* O C WITH 8D COMMON NAILS PER TABLE 3 49 SHEET). LAP OTHER END UNDER SILL PLATES AND NAIL TO SILL PLATES WITH SAME QUANTITY OF 8D COMMON NAILS. SILL PLATE TO FOUNDATION UPLIFT CONNECTION. 1/2" STEEL ANCHOR BOLTS @ 30" O,C, AND 12" MAX~M UM FROM CORNERS AND ENDS. A~EACH NEW SILL PLATES WITH 3" SQUARE WASHERS AND NUTS \ \ \ I I / / / J J WALL TO FOUNDATION LATERAL/SHEAR CONNECTION: END NAIL WALL SOLE PLATE TO WALL STUD WITH (2) 16D NAILS PER STUD. END NAIL BOX JOIST TO JOIST WITH (3) 16D NAILS. TOENAIL BOX JOIST AND FLOOR JOISTS TO SILL PLATE PER SCHEDULE. 1/2" STEEL BENT LEG ANCHORS ~ 39" O C MAX, 12" FROM EACH END AND CORNER. ADHERE PLATES TO BOLTS WITH 3" X 3" SQ. STEEL WASHERS AND NUTS. EMBED ANCHOR MIN. 7" INTO CONClk~ t ~ 1 Tabulated connection requirements shall be permit/ed to be multiplied by .7 for framing not located within 8 feet of buildilng comer. 2. Assumed Exposure B 3. Tabulated connection requkements are based on total uplift minus .6 of the roof assembly dead load (.6xl 0ps0 4. Tabulated connection requirements are based on a 12" ddge strap spacing, for different ddge strap spacings, multiply the tabulated value by the appropriate multiplier below. Ridge Strap Spacing (in.) I 12 16 19.2 24 48 I Mu t~plier 1.00 1.33 1.60 2.(]0 4 00 5. When the tabulated number of nads required in each end of the strap is equal to 1 and the framing is attached in accordance with Table 3.1, the ndge strap and additional nailing is not required. 6. When a collar tie is used in lieu of ddge strap, the number of 1 Od common nails required in each end of the collar fie need not exceed the tabulated number of 8d in a steel strap. 7. For mean roof hi~ts of 15 lest or less the tabulated values shall ba permd~ed 1 1/4" 20 gage dd e strap shall be ASTM A653 grade 33 or equivalent. to be mu[t~plyed by 0~80. Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirments (20 psf Roof LL) VVFCM 2001 EDITION Roof Span (tt) 12 24 36 Required Number of 16d Common Nails per Rafter Slope Rafter Spacing (in) Heel Joint Splice~'2'~'4,~ 3-12 16 5 9 13 24 7 13 19 12 3 5 8 4:12 16 4 7 10 24 5 10 15 12 3 4 6 5:12 16 3 6 8 24 4 8 12 12 3 3 5 7:12 16 3 4 6 24 3 6 9 12 3 3 4 9:12 16 3 3 5 24 3 5 7 12 3 3 3 12.12 16 3 4 4 24 3 4 5 1. Nailling requirements shall be permgted to be reduced 25% if nails are clinched. Heel 'oiot connections are not re ured when the ridge is supported by a Dad beadng wall, header 2. or n~J~e beam designed to resis qt~e app ed Dads. When intem~ediate su poR of the rafter s prov dad b vert ca s ru s or pul ns o a oadbeadn wall, 3. the tabulated heel join[~connestion requ laments shad/be permitted to be reduced proporttonal?y to the reduction in span. 4. Equivalent connections are required for ceiling joist to ceding joist lap splices. 5. Tabulated heel joint connection requirements do not include the adddional weight of the ceiling assembly. 5 Tabulated heel joint connection requirements assume cstling joists or rafter t~es are iocsted at the bottom of the stflc space. When ceiling joists or rafter ties are located h~gher in the attic space, the tabulated heel joint connection requirements SHALL BE increased by the following factors: Ceiling Height/Roof Heel Joint Ridge Height Connecbon (Height abv Plata) ADJ. FACTOR 1/2 2.00 TABLE 3.1 , WFCM 2001 EDITION Roof/Ceiling Framing and Sheathing: Wall Framing and Sheathing: ,E~fl- n.ll~edtt~ ,or[om Plate to Floor doisL Bondjolmt, Endjots, 20 MPH .no. 2e o.c..tud.: ~ 1.D or ~ C ..... ~pe. ~x* .tuJ~ Floor Framing and Sheathing: NUMBER OF NUMBER OF COMMON NAILS BOX NAII~ Noel ROOF SHEATHING ATFACHMENT REQUIREMENTS FOR WIND LOADS TABLE 3.10 WFCM 2001 E=NAIL SPACING AT PANEL EDGES (IN.) F=NNL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) 1. FOR SHEATHING LOCATION WITHIN ~ FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING ~, FEET ON EACH SrDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT SHALL DE USED TABULATED 12" O.C. SPACING ASSUMES SHEATHING ATFACHED TO RAFTER/q'RUSS FRAMING MEMBERS WITH D>OR= .49. FOR FRAMING MEMBERS WITH 0.42<G<.~9, THE NAIL SPACINGS SHALL BE REDUCED TO 6" O.C. R301.2 Climatic ,and geoqraphic design criteria: Ground Snow Loud:l 20 I ~/sq ft ~CE 7. F~gura 7--1, Ground Snow Loads for the United States E.po.u~ I ~ I R3D1.2.1.4 CB is urban and suburban) LJJ 0 m~- Z Q) oh CD ~ ~ ~ W ~ 0 R~. Town rev: Frnt dr to 36" and Res Chec 11/29/11 ISSUE Rnal Draft - Town Review ~0. Revision/Issue lhomos d. ~etrocco, P.~. PE~ACCA DESIGN AND ENGINEERING, P.C. SMITHTO~. NEW Y~K 11787 (631) 361--9825 (Tel.) (651) 980-7855 (Fax) tpetracca~tompetracco.com COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TdP CMD As ~oted ~ TJP COAO911 Table 3.7 Header Connection Requirements R301.2.1.2 WlNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING 4 FOOT 6 FOOT FASTENER PANEL SPAN < PANEL SPAN < PANEL SPAN TYPE <= 4 FOOT <= 6 FOOT <= 8 FOOT 2 1/2"#6 16" 12" 9" WOOD SCREWS 2 1/2" #8 16" 16" 12" WOOD SCREWS a. This table is based on 130 mph wind speeds and a 33-foot mean roof height. b. Fasteners shall be installed at opposing ends of the wood structural panel. Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. Fastest Mile Windspeed (mph) , 110 ~ 120 \ Uplift3.41 Lateral/ Uplift3.41 Lateral ~Required Capaci~ c f Connection at Each Roof Span Header Span (ft)\1\27 I End oyH~133 ~ader (lbs) 2 165 157 4 ~55 26/6 331 315 6 3~2 3~7 496 472 12 8 51~ ~29 661 630 10 63~ ~61 827 787 12 765\ ~94 992 944 14 892 \ /926 1157 1102 16 1020\ / 1058 1323 1259 2 202 ~'/ 132 264 157 4 404 265 528 315 6 605 / [ 397 792 472 24 8 807 / \ 529 1056 630 10 1009/ \661 1321 787 12 1217\794 1585 944 14 141~ ~26 1849 1102 16 1~/;11~5~21131259 2 I 364 157 4 ¥4 2~5 728 315 6 ~32 39~ 1092 472 8 ~109 52~ 1457 630 36 10 /1386 661 \ 1821 787 12 / 1663 794 ~ 2185 944 14 f 1941 926 2549 1102 16 221~ I 1~5R 2913 1259 NOTE: MAX. NAILS PER STRAP END: (8) FOR CONNECTIONS REQIURING MORE T.HAN (8) NAILS, ADDITIONAL STRAP(S) REQUIRED. ~ Tabulated uplift and lateral connection requirements shall be permitted to be multiplied by .7 and .92 respectively, for framing not located within 8 feet of uildilng corners. 2 Tabulated uplift requirments assume a building located in Exposure B 3 Tabulated uplift requirments assume a roof/ceiling dead load of 9 psf (.6 x 15 psf) Tabulated uplift loads are specified for headers supporting a roof assembly. When calculating uplift loads for headers supporting floor loads, the tabulated uplift loads shall be permitted to be reduced by 30 plf times the header span for each full wall above. Table 3.8 Window Sill Plate Connection Requirements - Exposure B Fastest Mile Windspeed (mph) X 110 / 120 ~ Required I..fit{ ral Capacity of C~,~nection ~' Ea :h End of Window Window Sill Span (fi) X ~III Pb te (lbs) 1,2 2 & 157 4 315 6 472 8 630 10 787 12 944 14 1102 16 1259 Tabulated uplift and lateral connection requirements shall be permitted to be multiplied by .92 for framing not located within 8 feet of uildilng corners. NOTE: THESE DETAILS PROVIDED FOR ALL REPLACEMENT WORK. NOT APPLICABLE TO EXISTING NOT REPLACED. King :" "' Header STRAPpIADDED ADDITIOrl i STRAPPI WIDE FA REQUIRE WINDOW OR DOOR OPENING PROVIDE SIMILAR DEVICE ' UPLIFT - OR LOWI KING STUD MAY BE FOR ADDITIONAL MAY WRAP AROUND OF STUD AS SIMPSON HTT22 OR APPROVED ICC APPROVED TO PROVIDE ADEQUATE TRANSFER TO FOUNDATIO FRAMING AS REQUIRED. LOWER STRAPPING NOT INDICATED 7 rY d Thomas J. Petracca, P.E. PETRACCA DESIGN AND ENGINEERING, 199 E. MAIN ST. SUITE 5 SMITHTOWN, NEW YORK 1~787 (651) 561-9825 (Tel.) (631) 980-7855 (Fox) tpetracca©[ompetracca.com COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TJP S2 CMD k. TJP As N al:ed Drawfng No. COA0911