Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
33005-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33256 Date: 09/03/08 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1000 SOUND BEACH DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 1 Lot 5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 20, 2007 pursuant to which Building Permit No. 33005-Z dated MAY 8, 2007 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 ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS ___ APPLIEDFOR PER TRUSTEES WITH FLOOD PERMIT. The certificate is issued to CAROL A WITSCHIEBEN&JANET CAREEN (OWNER) of the aforesaid building. SIIPPOLK COUNTY DEPARTMENTP OF HSAI TH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 07-9172 07/31/08 PLDdBSRS CERTIFICATION DATBD 09/02/08 BERTSAND uthorized Signature Rev. 1/81 C.".~ ~ 1 ~.z..~ _---- ' ~. Form No. 6 -SiG ~ -~~/~ yaas ~,', ~ ~5 ~ ~ ~ ~ ~ f' ' TOWN OF SOUTHOLD o~~~~pp 11 BUILDING DEPARTMENT I ~," _ G GtMr U I TOWN1802 L TION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: l . 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 fomt). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swont statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Co~mnercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submil Planning Board Approval of completed site plan requirements. B. I'or existing buildings (prior to April 9, 1957) non-conforming uses, m- buildings and "pre-existing" land uses: 1 Accurate sm~~ey 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 wn[ing to the applicant. C. Fees L Certificate of Occupancy -New dwelling $25.00, Additions to d~a~elling $25.00, Alterations to dwelling $25.00, Su-inuring pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $ L00.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certiticate of Occupancy - $50.00 5. Temporary Certificate ofOccupancy -Residential $ 15.00, Conmtcrcial $15.00 Date. _._~ y~~ New Construction: ~~ Old aPre-existing Building: _ (check one) Location of Property: /ono ~o„~ ~u~[ ~ ~~ ~ ~(yf"Z House No. / Strce( ~ Owner or Owners of Property: __ ~ ~ ~7hUL~ g~ ~•~ ~~~ ~~~~`~• Suffolk County Tax Map No 1000, Section ~~ Block ~ _ - -- -- - Subdicision _ ~~T ~~ ~ ~ i Permit No ~p0,~ Date of Pernti[. Health Dept. Approval Planning Board Approval: Request for: Temporary Cetificate Fee Subnutted: $ ~ ~ ~~~~ Hauilet Lot -~1 Filed Map. Lot Applicanf:_ -~f~~ - Underwriters Approval: _ ~~/-ct~ ~=~r- ~~ Final Certificate: _ '~ (check one) ~~~ . Appli t Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33005 Z Permission is hereby granted to: for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS CAROL A WITSCHIEBEN 376 PLEASANT LANE HAWORTH,NJ 07641 Date MAY 8, 2007 APPLIED FOR PER TRUSTEES AND DEC WITH FLOOD PERMIT. PILING CERT REQUIRED. at premises located at 1000 SOUND BEACH DR MATTITUCK County Tax Map No. 473889 Section 099 Block 0001 Lot No. 005 pursuant to application dated APRIL 20, 2007 and approved by the Building Inspector to expire on NOVEMBER 8, 2008. Fee $ 709.20 Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALIi SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PERMIT N0. ~~~~~ Examined ,20~ Approved ,20 Disapproved a/c Expiration 'R20% Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS -du ,2007 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. £ Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatur f applicant or name, i a corporation) (Ma' mg address of plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 4 i,~.. Name of owner of premises G~n~ ~~'~~'`~' `~ ~ J~~ /t`~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License 1. Location of land on which /ono 5,,.E House Number ~ Street 20 work will be done: sic it Hamlet County Tax Ma No. 1000 Section / q Block ~ / ~ .Lot a ~ Subdivision ~ApT /-ti' ~,! Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended u~~ccupangy~of pr posed construction: a. Existing use and occupancy s, ~~~ o! ~ _ b. Intended use and occupancy Nature of work (check which applicable): New Building Addition ~ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2 ho do. Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars ~v/,~- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front J~2 Rear SZ Depth -~5~ ~-.- Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 6 G , 8. Dimensions of entire new construction: Front lv `~ • Rear L ~ Depth ,2 9. O Height ,ZP. L ~,. Number of Stories ~ 9. Size of lot: Front ~c9d Rear ' ~~ Depth ~ ~~/. 5// 10. Date of Purchase Name of Former Owner -s' l 1. 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 premises i(cu s.~ - Address Phone No. Name of Architect Jq,„.d a.u..Le s~-• Address Phone No L-3i - 7 ~ y- 7 3 TI' Name of Contractor /lJrHk ~uu; j Address Phone No. G~/ - •i>r 7- o ~~ Z 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. STATE OF NEW YORK) SS: COUN~TY~O r ~ l..k. ~^' ~ t idu % being duly sworn, deposes and says that (s)he is the applicant (Name of i dividual signing contract) above named, (S)He is the wy ~+~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application aze 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. Swom,to before me this _dayof ~yi) 20 ~~ ~`r Notar blic ~~~~ ~ . Signature of Applicant MELANIE DOROSKI NOTARY PUBLIC, State of New York No. O1D04634670 Qualified in Suffolk Couniy U Commission Expires September 30, ~~ 33a~sZ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING ['FINAL [ ]FIREPLACE 8~ CHIMNEY [- ]\ FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~~ (,- ~ c,~.. d~ ~fP~- ~~ DATE ~~ ~ ~ 0 ~ INSPECTOR 33oos~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND (~(~INSULATION [ ]FRAMING /STRAPPING ~"[ \] FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: r ~ nnn~ ~~ ~~ ~/"G DATE ~~ 3 r ~ 7 INSPECTOR ' 'o~ \~ i ` J 33 ors z TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [~ROUGN PLBG. [ ]FOUNDATION 2ND ,[ ]\ INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~¢,~- ~ a~ DATE ~' ~ a° ~ ~ 7 INSPECTOR `" ~ ~ ` FIELD INSPECTION REPORT DATE COMMENTS ) ~ ro FOUNDATION (IST) J FOUNDATION (2ND) U z _o G ~ ROUGH FRAMING & ~~ PLUMBING ~ ~ y -- ~ _ -- ~ S _~- ~_- x ----- INSULATION PER N Y - ~ . . STATE ENERGY CODE oZ ~ y ./~. i ~ t r ~ ~ FINAL ~ ADDITIONAL COMMENTS Ci f i ~~- ~-~ ~M 1~'u5~ ~ (ae 1 U, O ~ ~ z m . ,p i E ~ _ _. ~ oc ~ y q~ o -- ~ ~x c - - ro y ,~J R~ 0 a Y ~+r Town Hall, 53095 Main Road P.O..Box 1179 Southold, New York 11971-0959 ~o~vv co~ ~ ~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: y-o7 -U~ 'Fax (631) 765-9502 Telephone (631)765-1802 Building P//ermit No. ~,~f,~/ Owner: JANtT Lq,eSEe/ t Ci?/LoL Cli, ls'e%t6P~ (Please print) Plumber: /:J e~aa~~v.,,.f...~s (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1 lead. (Plumbers Signahue) Sworn to before me this ,7,,; ~. day of .Se~t~.„~ r- 2008 Notar}~ Public, SccyFOC-tom Comity Eileen M. Roaehe Notary Public, State of New York No. 4826942 Qualified in Suffolk County Commission Expires January 31, 201D ~ctricallnspectors Inc. 308 B,astideadow Avenue East Meedow,NY itS54. Office: (fi16) 794-0400 {631)39b-7474- Fax:(iib)':794-5854 Website: www.electricalinapectots:com Email info@i;lectricalinspectors.com Mail To: Easf.CountvElech~c Inc. P- NY 11931 ELECTRICAL APP AREAS LISTED BELOW ARE A AND FOUND TO BE IN COMPLIANCE ~ No visual defects were found for [he etectrical inspection pr herein below only. ReSidentidynspection Basement: Crnwl Saace Foyer, Hall, res, 6- W 5 nces, 5- CO Ald - Molion D nnn ' tr ra.eaa ~ R;opB f ~Id107 Ftl4pF J/08 ~~ ~ ~.--. Richard:M.. @ivone Presidedt: Certificate Number: 07-9172 Municipnlify: Southold, Town Of Inspector: l24 Issue Dare: 7/31/2008 A Property Address: Larsen 1000 Sound. Bt Mattituck, NY TE Y INSPECTION TIONAL ELECTRIC CODE No obvr unsatisfactory conditions were found in the areas kr Bathroom, Master Bedroom, Office eceptocle, 30- Switches, 8- Recessed Fixtures; 8- Fluorescent Fnns, !-Exhaust Fan; I - 30Amp A/C Condensor, 1- I SAmpA/C y'lC~~ ~ -Not valid unless signed by an authori EIlA t Philip F. Goehring Chief Electrical Inspector President Ki F ~QF SDUTy Town Hall ng, . James O~ ~~" ` 53095 Route 25 Jill M. Doherty, Vice-President p ti P.O. Box 1179 Peggy A. Dickerson *t # Southold, New York 11971-0959 Dave Bergen N Q • ~~ Telephone (631) 765-1892 (631) 765-6641 F Bob Ghosio, Jr. ~ OI~C~U~~" ax BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0336C Date July 25, 2008 THIS CERTIFIES that the two storv addition to the existing dwelling roorch roatio. drivewa & outdoor shower At 1000 Sound Beach Dr. Mattituck Suffolk County Tax Map #99-I-5 Conforms to the application for a Trustees Permit heretofore £-led in this office Dated 7/31/06 pursuant to which Trustees Wetland Permit #6436 Dated 8/23/06 and Amended on 10/18/06 and 6/20/07 was issued, and conforms to a-l of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a two-sto addition to the existin dwellin orch atio drivewa & outdoor shower. The certificate is issued to CAROL WITSCHIEBEN & JANET WITSCHIEBEN LARSEN owners of the aforesaid property. Authorized Signature .. -'`U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-t3. OMB No. 1660-0008 Expires Februarv 28, 2009 Y. SECTION A -PROPERTY INFORMATION Far Insurance Company Use: A1. Bulldingg~ner's plarpe /~ / ,^ Policy Number A2. Building Street Address1(inr,(uding Apt., Unil, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number ~gc10 So.7-tu {SCCt c.ln ~rlr City A/ly L I- I ~~` ~ State ~G ~ , /J / I ` ZIP Cod@ ~ Iy ~ L A3. Propedy Description (Lot and Block Numbers, Tax Parcel Number, legal Description, etc.) `[ S.i o) ~ Lrz."t'' K Wf /.700- •UI'v A4. Building Use (e.g., Residential, Non-Resident I, Addition, Accessory, etc.) 1~-DS I ~Cn7 - ~ A5. LatltudelLongltude: Lel. _~I ~~00~ 36,. ~ Long. 17-~ -{ x So` L.J Horizontal Datum: ^NAD 1927 NAD 1983 A6. Attach at least 2 photographs of t"he~building if the Cedificate is being used to obtain flood Insurance. A7. Building Diagram Number .l_h^r.1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) I ti I sq ft a) Square footage of attached garage sq fl b) No. of permanent good openings In the crewl space or ~ b) No. aF permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 17 walls within 1.0 fool above adjacent grade c) Total net area of good openings in AB.b [~ sq In c) Total net area of good openings In A9.6 sq In SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name 8 '(o/ ~F s,,..tt.o ommunity Number 36~ 13 B2. County Name S~~~o ~K B3. Slate ~ ~ I) e `(~~ B4. MaplPanel Number 3 / I q ~3Co 3~ B5. Suflix ~' B6 FIRM Index Date B7. FIRM Panel EBective/Revised Date 4 I~ BB. Flood Zone(s) " B9. Base Flood Elevation(s) (Zone AO, use base good depth) E 3 810. Indicate the source of the Base Flood Elevation (BFE) data or base good depth entered in Item B9. ^ FIS Profile [FIRM ^ Community Determined ^ Other (Describe) 871. Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 ^ NAVD 1988 ^ Other (Descdbe) 872. Is gee building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 ^ Yea ~ No Designation Date ^CBRS ^ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ^ Consimclion Drewings' ^ Building Under Construction' Finished Construction 'A new Elevation Cediflcate will be required when construction of the building is complete. C2. Elevations-Zones A7-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, ARIAH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Uugzed U.S.G. S. /)'ton. ~ - Z7 ~ver8cal Datum ,J(>V ~ 19 L `/ Conversion/Comments Check the measurement used. a) Top of bottom floor gncluding basement, crawl space, or enclosure floor) $ ~.~© feet ^ meters (Puedo Rico only) b) Top of the nazi higher Boor ` '''' ~.Z® feet ^ meters (Puedo Rico only) c) Bottom of the lowest hodzontal slroctural member (V Zones only) ~~.y7yZ feet ^ meters (Puedo Rico only) d) Attached garage (top of slab) J/~._ feet ^ meters (Puedo Rico only) e) Lowest elevation of machinery or equipment servicing the building S .,(~® feet ^ maters (Puerto Rlco only) (Descdbe type of equipment In Comments) f) Lowest adjacent (finished) grade (LAG) ~_.1® feet ^ meters (Puedo Rico only) g) Highest adjacent (finished) grade (HAG) ~_.~® feel ^ meters (Puedo Rica only) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This cediflwlion Is to be signed and sealed by a land surveyor, engineer, or architect authorized bylaw to cedify elegy Information. 1 cedily Ihaf the inlormafion on this Cedilicafe represents my best eflods fo interpret the data available. I understand Thar any (else statement maybe punishable 6y fine or imprisonment under 18 U. S. Code, Section 1001. ® Check here if comments are provided on back of form. License Address Gity v State ZIP Cade O. I~v1/ 192) 7 . r7ri ~ P.r.,.~ AMY IIR" f Signature Date Telephone - - f~~~';;~~FTCO ~~~, ~4' ~;: ~.. I C , F Y iF ~ ~r ~~ - FEMA Form 81-31, February 2006 See reverse side for conlitluation. Replaces all previous editions JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 Date: November 6, 2007 To: Town of Southold Building Dept. Re: Framing/ Strapping Inspections Wischeiben 1000 Sound Beach Dr. Mattituck, NY Permit# 33005 To Whom It May Concern: A Framing and Strapping inspections was preformed on the above property, and it is deemed that all this work was done as per plan and meet all state and local building codes. Any other questions please feel free to call. 3 3 0 os~ STEVEN L. MARESCA CONSULTING ENGINEER 188-07 W. MONTAOK MGHWAY • HAMPTON BAYS, NY 11946 • (516) 728-9480 • FAX (516) 728-9484 July 24, 2007 James H. Rambo Construction Inc. 229 Bishops Lane Southampton, N.Y. 11968 Re: Pile Certification 1000 Sound Beach Drive Mattituck, N.Y. Dear Mr. Samuels: This letter is to certify that I am a Professional Engineer and have reviewed the timber pile installation for the project as referenced. The timber piling have been driven to final elevation in accordance with Building Code Requirements to a rated capacity in excess of 15 ton. Timber piling (Southern Yellow Pine) have been treated in accordance with A.W.P.A. C3 Foundation with 1.0# retention (min.). The piling have been installed in accordance wfth standards of good practice for this area. This review was intended to check the method and materials for pile installation and pile capacity. We have not checked for foundatioi tion nor design adequacy. Please advise if ~r;y fu ~ o ill be required. ,<~,~° c~~ I~ I c o',~21' II'I~ ~u :. GEP~. U T("'Jt~ (!F S~"THO'. D ernes F. King, President .1 M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen ~Op~ October 18. 2006 Patricia C. Moore, Esq. 51020 Main Rd. Southold, NY 11971 ,~ OF SOUTyo~ ~r ~'~'~ ~ ~~0,~ ~~y00UN1'I ,ate'" BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631)765-6641 RE: CAROL WITSCHIEBEN & JANET WITSCHIEBEN LARSEN 1000 SOUND BEACH DR., MATTITUCK SCTM#99-1-5 Dear Ms. Moore: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed, October 18, 2006: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #6436 to construct aone-story addition with 18.4' on the west and 26.4' on the east with ascreened-in porch and covered entry-way that is approx. 64' long, and as depicted on the plan prepared by James J. Deerkoski dated September 20, 2006. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, ~~° Jam F. King ,/ President, Board of Trustees JFK:Ims BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT N0.6436 DATE: Aueust 23.2006 ISSUED TO: CAROL WITSCHIEBEN AND JANET WITSCHIEBEN LARSEN PROPERTY ADDRESS: 1000 SOUND BEACH DR. MATTITUCK SCTM#99-1-5 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Cade of the Towa of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held oa ~uRust 23. 2006, and inconsideration of application fee in the sum of $250.00 paid by Carol Witschieben and Janet W. Lazsen and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board Trustees authorizes and permits the following: Wetland Permit to construct a two-story addition to the existing one-family dwelling i pilings; construct none-car garage; enlarge the existing patio by 3' in width; re-build the existing covered porch; install a 14'X 30' gunite swimming pool with cement walkway around pool; repair/rebuild existing driveway with asphalt and stone; convert part of the pre-existing driveway into a cement patio around pool; install new stone circular driveway; re-landscape property with trees, grass, shrubs and flowers; replace existing cement walkways removed during demolition work; and replace the existing outdoor shower with the condition that the drainage be conta(ned from theimpervio'part ofthe driveway and the new part of the drivewe be pervious and all as depicted on the plan prepared by James Deerkoski and last dated Juli 26, 2006. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be atFixed, and these presents to be subscribed by a majority of the said Boatel as of this date. FHL.I LI I Trl'RIIV RMIVI Ivvlvw~, y.~~ r~rclvn I Under the Environmental I September 27, 2009 Conservation Law TYPE OF PERMIT ^ New ^ Renewal ^ Modification ^ Permit to Construct ^ Permh to Operate ^ Article 15, Title 5: Protection of Waters ^ Article 17, Titles 7, 8: SPDES ^ Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management ^ Article 15, Title 15: Water Supply ^ Article 19: Air Pollution Control ^ Article 15, Title 15: Water Transport ^ Article 15, Title 15: Long Island Welis ^ Article 15, Title 27: Wild, Scenic and Recreational Rivers ^ 6NYCRR 608: Water Quality Certifica- tion ^ Article 23, Title 27: Mined Land Reclamation ^ Article 24: Freshwater Wetlands ^ Article 25: Tidal Wetlands ^ Article 27, Tille 7; 6NYCRR 360: Solid Waste Management ^ Article 34: Coastal Erosion Management ^ Article 36: Floodplain Management ^ Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Carol Witschieben & Janet Larsen 631 298-5009 ADDRESS OF PERMITTEE 1000 Sound Beach Drive, Mattituck, NY 11952 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Christine Rivera, 250 Sound Beach Drive, Mattituck, NY 11952 631 298-8614 NAME AND ADDRESS OF PROJECT/FACILITY WitschiebenlLarsen roe ,Sound Beach Drive, Mattituck, SCTM #1000-99-01-05 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Lon Island Sound E: N: DESCRIPTION OF AUTHORIZED ACTIVITY: Construct an addition on piles and a pool. All work shall be done in accordance with the attached plans stamped NYSDEC approved on February 28, 2007. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, att applicable regulations, the General Conditions specified and any Special Conditions included as part of this DEPUTY PERMIT ADMINISTRATOR: I ADDRESS Reoion 1 H NY 11790 - 3409 AUTHORIZED SIGNATURE DATE February 28, 2007 ~ papa 1 of 4 SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be dis harged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and/or protected bu er areas. 2. Any debris or excess material from construction of this project shall a completely removed from the adjacent area and removed to an approved upland area for disposal. No debris i buffer areas. Permitted in tidal wetlands or protected 3. All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following pYOject completion or prior to permi expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is imprac ical due to the season, then the area shall be stabilized with straw or hay mulch orjute matting until weather conditi ns favor germination. 4. The storage of construction equipment and materials shall be upland areas landward of the existing dwelling. 5. Necessary erosion control measures e.g., staked haybales, silt fen. edge of any disturbed areas. This sediment barrier is to be put in place and is to be maintained in good and functional condition until thick veee 6. Roof runoff shall be directed into dry wells a minimum of 100 linear for immediate on-site recharge. 7. Driveways and parking areas shall be constructed of NYSDEC 8. This permit does not authorize any alteration expansion, or 9. There shall be ne disturbance to vegetation or topography seaward of approved plans. 10. Roads, driveways and parking areas shall be graded to direct runoff buffer areas. 11 areas. 12. Dry wells for pool filter backwash shall be located a minimum of 100 boundary. OEC PERMIT NUMBER 1-4738-03386/00001 There shall be no draining of swimming pool water directly or within the project work area and/or etc. are to be placed on the downslope re any disturbance of the ground occurs cover is established. landward of the tidal wetland boundary pervious materials. of existing septic systems. existing wood fence as shown on the from tidal wetlands and protected in tidal wetlands or protected buffer feet landward of the tidal wetland PAGE 2 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENT L CONSERVATION Item A: Permittee Accepts LegalTR~espons bil'ty and AgEeesltoEnd moificaHon The permittee, excepting state or federal agencies, expressly agrees t~ indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representative ,employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's ac s or omissions in connection with, or operation and maintenance of, the facility or faciliCies authorized by the permit whet er in compliance or not in compliance with the terms and conditions of the permit. Thig indemnification does not extend t any claims, suits, actions, or damages to the extent attributable to DEC's own neglig@nt or intentional acts or omissions or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and ules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contract s, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions whi a acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the sam sanctions for violations of the Environmental Conservation Law as those prescribed fbr the permittee. Item C: Permittee Responsible for Obtaining Other Required Permi s The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Intertere with Riparian Rights This permit does not convey to the permittee any right to trespass upon t elands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the imp irment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition I: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection treasonable hours and intervals by an authorized representative of the Department of Enviromrrental Conservation (the Department to determine whether the pemtittee is complying with this permit and the ECL. Such representafive may order the work suspended suant to ECL 7]-0301 and SAPA 401(3). The pemrittee shall provide a person to accompany the Department's represents ive during an inspection to the permit azea when requested by the Department. A copy of this pemut, including all referenced maps, drawings and special co ditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a co y of the pem»t upon request by a Department representative is a violation of this pemtit. General Condition 2: Relationship of this Permit to Other Department Or ers and Determinations Unless expressly provided for by the Department, issuance of this permit doe not modi determination previously issued by the Department or any of the temts, condifi ns or requrrementse ontained indsuch order or detemvnation. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for ren wal, modification or transfer of this permit. Such applica6onmustincludeanyfomvsorsupplementalinformationtheDepartmentrequ' es.Anyrenewal,modificafionortransfergranted by the Department must be in writing. The permittee must submit a renewal application a[ least: a) 180 days before expiration of pemrits for State Pollutant Discharge imination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) a Solid Waste Management Facilities (SWMF); b) 30 days before expiration of all other pemtit types. Submission of applications for permit renewal or modification are to be submitte to: NYSDEC Regional Pemtit Administrator, Region 1,SUNY @ Stony Brook, 0 Circle Road, Stony Brook, NY 1 1790 - 3409 General Condition 4: Permit Modifications, Suspensions and Revo ations by the Department The Department reserves the right to modify, suspend or revoke this permit in ac ordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or sup orting papers; b) failure by the permittee [o comply with any terms or conditions of the pe 't; c) exceeding the scope of the project as described in the pemtit application d) newly discovered material information or a material change in environme tai conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance withpreviously issued permit conditions, orders ofthe co 'ssioner, anyprovisions ofthe Environmental Conservation Law or regulations of the Department related to the pemii ed activity. DEC PERMIT NUMBER 1-4738-03386/00001 P GE 3 of 4 ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 75 608 ( TIDAL WETLANDS) I. If future operations by the State ofNew York require an alteration authorized, or if, in the opinion of the Department of Environmen obstruction to the free navigation of said waters or flood flows or I people of the State, or cause loss or destruction of the natural resour~ the Department to remove or alter the structural work, obstructions to the State, and if, upon the expiration or revocation of this pen modification of the watercourse hereby authorized shall not be comb the State, and to such extent and in such time and manner as the Dep; require, remove all or any portion of the uncompleted structure or navigable and flood capacity ofthe watercourse. No claim shall be ml of any such removal or alteration. 5), 24, 25, 34 AND 6NYCRR PART I the position of the structure or work herein al Conservation it shall cause unreasonable idanger the health, safety or welfaze of the :s of the State, the owner maybe ordered by or hazazds caused thereby without expense lit, the structure, fill, excavation, or other leted, the owners, shall, without expense to !tment of Environmental Conservation may fill and restore to its former condition the Ie against the State ofNew York on account 2. The State of New York shall in no case be liable for any damag or injury to the structure or work herein authorized which may be caused by or result from future operations dertaken by the State for the conservation or improvement ofnavigation, or for other purposes, and no claim or ght to compensation shall accrue from any such damage. 3. All necessary precautions shall be taken to preclude contamination~f any wetland or waterway by suspended solids, sediments, fuels, solvents, Iwbricants, epoxy coatings, paints, oncrete, leachate or any other environmen- tally deleterious materials associated with the project. 4. Any material dredged in the conduct of the work herein permitted sha refuse piles, ridges across or along the bed of a waterway or floodplai or deep holes that may have a tendency to cause damage to navi~ablc 5. There shall be no unreasonable interference with navigation by the w 6. If upon the expiration or revocation of this permit, the project heret applicant shall, without expense to the State, and to such extent and it of Environmental Conservation may require, remove all or any portir restore the site to its former condition. No claim shall be made agains such removal or alteration. Ifgranted under 6NYCRR Part 608, the NYS Department of En subject project will not contravene effluent limitations or other 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) F met. 1 be removed evenly, without leaving large deposits within any regulatory floodway, channels or to the banks of a waterway. herein authorized. authorized has not been completed, the such time and manner as the Department i of the uncompleted structure or fill and the State ofNew York on account of any ntal Conservation hereby certifies that the >ns or standards under Sections 301, 302, that all of the conditions listed herein are 8. At least 48 hours prior to commencement of the project, the permittee d contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully ware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed ork and, if required, a survey. 9. All activities authorized by this permit must be in strict conformance ith the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by Josenh lneesi,o last revised ~., ~.,a,,,r.o. oa ~~~~ DEC PERMIT NUMBER 1-4738-03386/00001 PAGE 4 of 4 ernes F. King, President .1 M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen ~Op~ October 18, 2006 Patricia C. Moore, Esq. 51020 Main Rd. Southold, NY 11971 ,~~OF SO~lyo~ '~ #t • ~,0,~ ~~'~OOUNTY,N~'" BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1592 Fax (631)765-6641 RE: CAROL WITSCHIEBEN & JANET WITSCHIEBEN LARSEN 1000 SOUND BEACH DR., MATTITUCK SCTM#99-1-5 Dear Ms. Moore: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed, October 18, 2006: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #6436 to construct aone-story addition with 18.4' on the west and 26.4' on the east with ascreened-in porch and covered entry-way that is approx. 64' long, and as depicted on the plan prepared by James J. Deerkoski dated September 20, 2006. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, o'~ Jam F. King President, Board of Trustees JFK:Ims BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6436 DATE: Aueust 23, 2006 ISSUED TO: CAROL WITSCHIEBEN AND JANET WTTSCHIEBEN LARSEN PROPERTY ADDRESS: 1000 SOUND BEACH DR. MATTITUCK SCTM#99-1-5 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolufion of the Board of Trustees adopted at the meeting held on ~u ust 23.2006, and inconsideration of application fee in the sum of $250.00 paid by Cazal Witschieben and Janet W. Larsen and subject to the Temss and Conditions as stated in the Resolution, the Southold Town Board Trustees authorizes and permits the following: Wetland Permit to construct atwo-story addition to the existing one-family dwelling pilings; wnstruct a one-car garage; enlarge the existing patio by 3' in width; re-build the existing covered porch; install a 14'X 30' gunite swimming pool with cement walkway around pool; repair/rebuild existing driveway with asphalt and stone; convert part of the pre-existing driveway into a cement patio around pool; install new stone circular driveway; re-landsppe property with trees, grass, shrubs and flowers; replace existing cement walkways removed during demolition work; and replace the existing outdoor shower with the condition that the drainage be contained from theimpervio'tyart of the driveway and the new part of the drivewl be pervious and ail as depicted on the plan prepared by James Deerkoski and last dated Jui 26, 2006. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM $CTµ~-~ (6ta~-g'9- I- 5 Yes No EXEMPTIONS:. A. Does this project meet the minimum standards for classification as an Agricultural Project. Note: If you. answered. Yes to any of the above, a Storm•water, Grading, Dralnage & Erosion Control Plan is not required. ------------------------------------------------------------------- ACTIONS REQUIRING THE SUBMISSION OF ASTORM-WATER, GRADING DRAINAGE & EROSION CONTROL PLAN. CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.. Item Number:. (A Check Mark (J) for each question is required for complete application). Yes No 1. Will this. project retain all Storm-Water Run-off generated on Site? (This. will include. all mn-off created by site cleating and/or constmction activities as well as al] / ^ Site Improvements and the permanent creation of impervious. surfaces.) 2. Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yazds of material within any parcel? 3. Will this application require land disturbing activifies encompassing an area ^ of five thousand (5,000) square feet of ground surface or more? 1/ 4. Is there a Natural Water course running through the site or is this. project within ^ r/ One hundred (100) feet of wetlands or a beach? 5. Will there be site prepazation on slopes which exceed fifteen (15) feet of vertical rise to ^ One hundred (100) feet of horizontal distance? i/ 6. Will driveways, pazking areas or other impervious surfaces direct. Storm-Water Run-off ^ into and/or in the direction of a Town Right-of--Way? ~ 7. Will this application require the placement of material, removal of vegetation and/or the ^ constmction of any item within the Town Right-of--Way or road shoulder area? ~' (This item does. not include the installation. of driveway aprons.) 8. Will there be site preparation within the one hundred (100) year floodplain of any watercourse? Note: If any. answer to questions one through eight is answered. with a check mark in the Box, a Storm•water, Grading, Dralnage 8 Erosion Control. Plan is required and must be submitted for review prior to issuance of any building permit. -----------------------------------YY------------------------------/-- STATEOFNEWYORK, ©Y`lp'`DQ ~C~~ A~ft~D Sl~~i,p,,. ~9/2~~ colnrTY oF ............... _....._.._ .......... ss ir~~3/D r /1 That I, ...4.....' s.~~*~'-~ ........................................... being duly sworn, de oses d says a e/s a is the applicant for Permi[, (Name of in rvidual signing Document) And that He/She is the .....................~S. ................................................................................................................................. (Owner, Contractor, Agent, Coryorate Of er, etc.) Owner and/or representative of the Owner or Owner's, 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 tme to the best of his knowledge and belier; and that the work sill be performed in the manner set forth in the application filed herewith. Sw~orenlto efore me this; LN ... ......................day of .... ~?~' I ~~~~~~~~ 20.Q7. (.. g...... . ... Notary Public: ~ MELANIE~~t D ""` ~: ~'~ OROSIO Si nature f Applicant) NOTARY PUBLIC, State of NewMtk No.01D04634870 Qualified in Suffolk County ~ ~ V Commission Expires September ~~ ~s ~ ~-• "~ TOWN OF `~9~CJTHOLD P~'EOPERTY RECORD CARD /~~ ° 3~' OWNER STREET ';`" .' VILLAGE DISTRICT SUB. LOT ~ jy, d - J{ tLrv 1 r u~ ~ h ~ en ,; S v u r. ~ r~P~i~`k~: f ~ r Ti i ve G ' j' ~ ,. FORMER OWNER N E ACREAGE ~.-- '~ d E r SG ~ C. ~ U h Nf °, if A S W TYPE OF BUILDING ~ /aao~/Zl 2ES. SEAS. VL. FARM COMM. I IND. I CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 7 ~..' -4 y ,, ,~ ,S't9 d c ~ 3 a -1_.1153 -in/ ~ W ch, n Tres{ ~ c Sao ~'oa ~,. to a9frry - ~ - ~ ~f~~ «F ~z:~ ~ ~~~,;,,-;_ ~OC1 `.'~ ~i_, i 1~-,/°..::- /O5 -~.Il~q i!-U~~+~Cj+~~n YuSt-fo f~~}ei~~~no.~M 20 d o 000 s 6 - Pik ag48~O e +~ - l ~ rn:'~1+ rt.=,~' AG~~'/ ,µ ©~~ BUILDING C DI 1p S" oma _ S ~ ~l ~ I ('j Z = 3200 ~, Zoo FRONTAGE ON WATER ~~j~I ~ ~' Farm Acre Value Per Acre Value FRONTAGE ON ROAD ~ ~ filloble 1 BULKH 81 #.32Z 1' C StYI,Ct~"I071 Q (•filloble 2 DOCK Par~i6ro nq dwellr>>~ tillable 3 A ~ ~ E ~ /~ F'O Noodland swampland cjil ~ ~ ~ U 3rushland louse Plot 1 D ~'~ ~ ~ (~ ~~: ~~ dotal C i i e I I i i I ~ ~ '. f - ~ ~~ ~ ~ ~ ~ I _ M. Bldg. i j ~ Foundation ~ Both I Extension j Basement Floors Extension ~ Ext. Walls Interior Finish j Extension _ i ~ Fire Place ~ Porch _ Heat Roof Type i - ___ Porch Rooms 1st Floor Breezeway i Patio Rooms 2nd Floor ~ Garage O. B. ~ ~ - Driveway Dormer '~ ~~1V" r'se' r~4 --- MiuMrr~~+.--~~Wn v~ r,= STREET VILLAGE DISTRICT SUB. LOT G~S- $ l!!h c rf,Y~ ~w Di/h¢f ~a~~~ i-vr M~ -"i i Uc 9 t/ j = ' k'.~,,~~ P ''FORMER OWNER N E ACR ~GE h a ~ a ~ J ~~ ~ ~~ S W TYPE OF BUILDING ~ f~Qr r U/ooa~ ~rd.,~e RES. Z/a p SEAS. i/ VL. FARM e COM~vI. fND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS s o z s' a v S.~~-e ~ ~ ~ ~ ~3P,~ ~~ ~, /u/~ f v O 0 ~ o o c~ ~ o `~ z~ ~~ .,~; _J . ~ OD You~> s~!O ~ 306/ ~~s/t~~ Gf~~. r°~.~~~a ~Z,~~o4 ~ ;~~,c C~o~..~IS ®!a /~/oo ?-{~GrJ ~/,,'vv ~'~y`P.f~!' %oo~3z pI~"a~/. ~~o~<f %~'~/moo N ENV OR~AAL ELOW ~oABOVE Farm Acre Value Per Acre Value ~ o„ Tillable 1 V 7. Tillable 2 _ Tillable 3 Waodland Swampland Brushlancf.. House Plot ~ Tota I - e z a ~ I ._... ~ A ~6/Ar , ~ ~ W~~fe ~ - ~ I. _ ~ ~ ~ I G - / ~ey h ? ~ ~ ? 6 ~ ,~-~6 M. Idg. ~ ~ J U ~ =~ ~ 3 i ~ Foundation ~ CI ~ Bath ~-d. t Sion p y l ! /~ l / ~ ~ b Basement ~~, ~~ 2 Floors ~ ~~' Extension b X ~Y = ~ `~ ~-~' 2 O Q f Ext. Walls ~,, ~ Interior Finish Extension /~;~ jC s ~~ ~ °' ,~~~ Fire Place ~o h ~ Heart ~ f~~c e~ ~~'',''~~' // ~t' / C c /7~, .~ -~ ~C~L Porch Attic _- -- ~.r,,~ // ~' Z ~: v~o ~ / p Porch Rooms 1st Floor o pw., Y ~osiz _ /ZO ~ ~ Patio Rooms 2nd Floor Garage Driveway 0. B. ---_Q_.~_ ~' _..__---- 3 9 ~~ %i6 - •^ ~ x _ - ~ ~ ~ TY RECORD CARD OWNER - STREET VILLAGE w~ ~'FORMEROWNER ~- StluND ~kAd rj r~p•;~~~ N E ~~ k G~,/ s W RES. ~ (/ SEAS. VL. FARM COMM. I IND. LAND IMP. AL Df~TE REMARKS O ~ O ~ S ~¢'~ C '~ ~~~ .57~ U S'?~ ~ / 3 0 S o 0 5 u© ~oJz91~~/ AGE BUILDING CONDITION NEW NORMAL BELOW Form Acre Volue Per Acre illable 1 illoble 2 Ilable 3 'oodland oampland ushland ruse Plot tol v.. ~ -.~8' _ DISTRICT SUB. LOT yj~~i ~ 6 ACREAGE TYPE OF BUILDING CB. I MISC. I Est. Mkt. Value ~,uv~ /"~L9~7L ABOVE FRONTAGE ON WATER Value FRONTAGE ON ROAD BULKHEAD DOCK r} V ~ ~ 1° : ,~/ i 0 ~~d"d- 99-1-5 2/Od Q~i~~ ~$, ~ ry 1 I~ l i - - o , i I - - - 3 a/'I ~ ~ i iZ~~ 1 1 I i 1 ~ ~ ~ 7 I '. Z " ~ ~- hI r l l i I I I I ~ I ii I ~ ~ ~ ~ i ~ ~ {~~ 9txk a~ 5~ tY{L1 = S dCf ~ ~ ~ -- M. Bld ~ g' Z~h/b jay ~ l ysy ~ 3. s Sc$9 Foundation ~~ Bath ~ ~L ~ I a/~BtJeM Extension i . a = 1)f/d' = 3'12' Basement ~ Floors L'"'~~ ' '' ~" Ext. Walls ~T ~L Interior Finish ~ wR[C~u C(ase'r Extension ~` ~, Fire Place 1/ ~ ? Heat ~l ~ ~ 5 Extension ~ -- ~ _ T_ ___ Porch Roof Type ~ - - - Porch Rooms 1st Floor ~ Patio Rooms 2nd Floor ~ /9G ~ _ Garage R=Nr ~''` -= S ° Driveway Dormer I O. B. ..- -~ ~` .u COLOF TRIM 1st 2nd Bld M g lOkl ~- 860 Foundation ~ pTr1Eq Bath oZ~Z Dinette f . ' x D= 7 0 Extension / 0 x o'ZI = a I O S !~, 6 Basement Floors Kit. f 6 1= Extension Finished B. - Interior Finish L.R. Extension Fire Place - Heat D.R. Garage Ext. Walls ~~ BR. a Porch-i~~ Sk y [F.S ~ Dormer ._ Baths a Deck/Patio = a~9 3 4.a 9X3 ~ Fam. Rm. _ Foyer Pool Laundry A.C. Library/ O.B. Study Dock File Ed1t '�7ir4.,, Toolbar til:31nd0'rd Help r1191 "1 �. Southold c,t��e � R: :; I - -hucd: matfituck School ` it3chieben, Catoll A R oll',I 0011" Djrr Y'i I Fanidy nes: tilt Lani j.-," 3,200 1000 Sound each l)i Land ::ia .R45 ,-tces Tot:alMt,` 8,400 ,-t=r perhr!1 210 Faraaety e�� � , ' L �r Di=4•€";,s. �s Suit +{ k i t D4jtr N'° E1 i N"ai N1brid i_C`•3 ! 'r„uge. ii ,�S,Y `( � w: C�ter;P� r�7(,tyi� l: Clll?$�llh4 (l i � ti ��tr .�i,� eil,r _ R ; �ia�.; e,�_�k. IR,r..pia_eCvi t^ri4 Cf_ `t 7 lI N bind Type i N ild RE ,ra' LandEshrnate: S Ruad r„r�. � o,tTG.t31 ES-61-Nate: E l [' r.kr��k���_ i :ley,E nti l 3 ype T r _ bCt'. . F11-40 1 .3G k_ulll�, i�t�� ;�"IC�� _ �.. Final Site Land: a 1aF uri R .,4 4 0Edi7' Final Site T051 l §: i .; l i { Ii 1 I , S Prints the screen BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted. —/ /06/07*Date Reviewed:_1 /06/07 Applicant: C• 2 we a-k Owner: 0_ W,+sJn;e-Icer_ Architect/Engineer,--, oS�Z_, Estimated Cost: i2da SCTM# 1000- _-�_- _ Subdivision: A(A Zone: ?j In Conforming? oitar Property Address: loan 5M�m,m&TSQQILi 2t' City: U JL:bA,, ,L _ Pre COs? Y8s� Building Permits (Open/Expired): BP -Z/C/0 Z- InfDr BP -Z/C/0 Z- ,Info: BP -Z/C/0 Z- ,Info: BP -Z/C/0 Z- ✓ ,Info: BP -Z/C/0 Z- ,Info Single& Separate Search Required? Y or N Determination: REQ. Lot Size: . ACT. Lot Size: y REQ. Lot Cov. ACT. Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height ACT. Heigham I Project Description: . - � w/ -C Waterfront r N? L( If yes, water ody: Q Panel# Flood Zone: �3 Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health:(�)or N - If yes, *Bed#: _ *Date: � ,6x(/6__, *Permit#: Town Septic: Y or I - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9a,157: 1/ 5 Y r N - Dat ueermit #: /-4� - o or NJ Letter-Notes: Southold Trustees(Dr N - Date: J o-fTT-7-C- Permit #: Qq_Sr,or NJ Letter-Notes: Southold ZBA: Y o(�DDate: _/_/ Permit#: -Notes: Southold Planning: Y o6)- Date: _/_/_ Permit#: -Notes: Town Landmark C of A: Y oNOTE: / / *NYS CODE Compliance (page 2): Y or N Notes: '�lV.DOr�1�-�[�,�--A, L h Fee Structure: Calculation: 6.p° , Foundation: SF 1. ( IM�3 SF)- ( P� SF)= SF X $ �_$ o QQ First Floor: 11713 SF + I itial Fee: $ Qp Second Floor: SF + Additional Fee A� a7: $��U! Other: SF 2 ( SF)- ( SF)= SFX $ =$ Total: SF + Initial Fee: $ + Additional Fee TOTAL: $ �- NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS- Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N B'L'IND: YIN WINDOW AND DOOR SCHEDULE. MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE. Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIIZE PROTECTION EQUIPMENT Y/N TRUSS DESIGN Y/N CERTIFICATION• Y/N ENERGY" CALCS I-/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) d SUF~OLF: CCJPJTY I+cPi~.~'.`-: i ~! GS" i~~LTF9 .~~.ERV1(CES PErZil41T~OR{1F'120',"~+.:' ~~Ev'c;ii~!~:TI'J~V~C::A SIPJGLE FA. ~'.' ~~~S:Nc?i~~ ~lP:~ I .p ~ i ° Fj W ~ rn ~ I a ~I V..I ~I O N ° ZI * p2Ywra~-s -moo /3~ M~nr• ao ~ ,Au.~.4Y FR'~~ s ~zac sYS~rc DATE Zq-(96 Fi.S. scrF. i\'O. l '~~~- I NI HAY BAILS w/SILT SCREENING ~ COASTAL EROSION ~ ~(( TO BE INSTALLED AROUND IE OF I iLANDWARD EDGE ~. HA2ARD LINE I AS PE0. CODE PRIOR 0 ANY APPROVED IG 1 WATER i °F ~ G~ I mKSfRUCrtoN REwTEO woRK ToTa.MAxlrnuM~ED~ao~rts V ~ I ~ S 38°0'0" E 289.41' -~ - - - - - F3(P1R£5'I'F1RE~YF~iRS'Fh'Qh9TJATE~Or~KPPROVA -_._. _ ____.-_______- i ~ - - rt99.00' - - ~ ~ 63.3' SAND BEACH SAND BEACH I ~ ~ -_-_~ 12.0' 16.0' __ mv. POROI 1 m. AoomoN ,'off. ' ( ) (RE-euILD ~ a, I 20.8' -__, tt~2 20.8' v 30.6' EXISRNG 1 // CESSPOOLS OVERHEAD O i ~ ~I PATIO SEPTIC TANK ~ O ~ ~ ~ ~ 3• z. ~ 0 0 1. OI WOODW i .T 7.1 S '"'-~`. ~ NOTE: _w ~ I 28.2' \ oRF~KE~LL •' OF'ADDmON~TO BED 3 0" O I I 1 m. Flits. HWSE 1 m. FRM. t..(I i 8.5' (EIDSRNG) ADOmON OI ~ WO ~I ~ I __ j METER I I i min $ ~ i ~ REPLACE EXISTING DRIVEWAY • ~ Z ~ ~ ~ 0.0' 10.0' ~~~ i /p (ASPHALT DRNE) _ I I ________ ______ ~ - - 1107.3' SAND BEACH SAND BEACH I I / I i r ~ ~ ~ j i I I j E _ _ _~ I I ~ ~ N 38°0'0" W 275.73' I I (PROrosED ADDmoNS) ITE PLAN SCALE: 1" = 20'-0' r oeev OI 0 N PROPERY: 28104.880. FT. PROPOSED lOT COVERAGE: 11.8X EXISTING H W SE: 1288 SD. FT. PROPOSED ADDITION: 1388 S0. Ff. EXISTING PATIO: 268 S0. FT. E%ISTING WOOD WALK: 6080. FT. PROPOSED COVERED PORCH: 84 SD. FT. ftE-BUILD EXISTING LVG. SP.: 172 S0. FT. RE-BUILD COV. REAR PORCH 82 50. FT. EXTEND REAR PATIO B4 50. FT. i URL PO OoB I~ *--) C ~~ _ //~~~^~ ° ILII II C1Q N~ ~ rr _ ~. _ ;1' , y ~i ~ ` ..~~' i ,f Y - ~f ~ j~. - ~ fi_ SURVEY OF s 44 LOT 45 & P 0 46 � P 0 LOT / �o BLOCK 2 �� 1, • / 0, MAP OF / 001, CAPTAIN KID D ESTATES FILE No. 1672 FILED JANUARY 19, 1949 SITUATED AT MATTITUCK TOWN OF SOUTHOLD OJ u v• �aG�\G�'ry° SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-99-01 -05 SCALE 1 "=20' y x\ �° P�'tiP���� MARCH 10, 2003 MARCH 4, 2005 ADDED PROPOSED ADDITION O oyo O ON �Ij� AUGUST 10, 2006 ADDED SEPTIC SYSTEM TIE DISTANCES G, " pp5� OCTOBER 12, 2006 FOUNDATION LOCATION X �' p� F� 5NOVEMBER 27, 2006 ADDED PROPOSED ADDITION \ 00 � pp�Z�p��o• SEPTEMBER 4, 2007 LOCATED PILINGS AREA = 28,106.19 sq. ft. = 5.77' OHO � oG��y �O �v rye• (TO TIE LINE) 0.645 ac. =35.77' PCO/ G NOTES: 0� o�e�G� lee, 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ZONE: VE EL 13 AS SHOWN ON 2. THIS PROPERTY IS IN FLOOD ( ) FLOOD INSURANCE RATE MAP No. 36103CO139 G 0 ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); \ o �� �, Co \ °• � .�$ :: �'�',� BASE FLOOD ELEVATIONS DETERMINED 3. EXISTING LOT COVERAGE = 1 ,850 sq. ft. OR 6.58% OF TOTAL LOT AREA. PROPOSED LOT COVERAGE = 3,830 sq. ft. OR 13.63% OF TOTAL LOT AREA. po 00 0 AGF A$ \ 18h ! yq°O � , J O o 10 o ' °' F� �� o ^� otic Go �y °JSe e" �, �f p oo VC, _ �9 \0 °oti '�, I \OJ s$ 51 ° <1 do O 0+1 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED q a 0 0Z `rA°0 d BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 9 FOR SUCH USE BY THE NEW YORK STATE LAND t 4. ,0p TITLE ASSOCIATION. \ \ t 9~ p tic �F °p A� 4. .• a. �'ol � N.Y.S. Lic. No. 50467 (� 17 UNAUTHORIZED ALTERATION OR ADDITION G �`�➢' �r9rlf�� TO THIS SURVEY IS A VIOLATION OF .> ` i ° SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. GEP� Nathan Taft Corwin III d � -- - - COPIES OF THIS SURVEY MAP NOT BEARING .�aJ Q� , � 1�1 � a•. d THE LAND SURVEYOR'S INKED SEAL OR T�~~ e S Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED • : e TO BE A VALID TRUE COPY. d � • a'.. 'da .4 e Y CERTIFlCATIONS INDICATED HEREON SHALL RUN d ONLY TO THE PERSON FOR WHOM THE SURVEY v • '� IS PREPARED, AND ON HIS BEHALF TO THE ' TITLE COMPANY, GOVERNMENTAL AGENCY AND ° as Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFlCATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-2090 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. 23-071 .� s SURVEY OF 0 P/0 LOT 44 , LOT 45 & P/0 46 Ox / 001 BLOCK 2 � ` 001, MAP OF <1\ CAPTAIN KIDD ESTATES FILE No. 1672 FILED JANUARY 19, 1949 Y F, SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-99-01 -05 SCALE 1 "=20' MARCH 10 2003 Q �pN\ `?`P4�� MARCH 4, 2005 ADDED PROPOSED ADDITION AUGUST 10, 2006 ADDED SEPTIC SYSTEM TIE DISTANCES OCTOBER 12, 2006 FOUNDATION LOCATION \ 0 / 10�F' NOVEMBER 27, 2006 ADDED PROPOSED ADDITION �0 SEPTEMBER 4, 2007 LOCATED PILINGS AUGUST 18, 2008 FINAL SURVEY 00., o�ti�, �P� � Q AREA = 28,106.19 sq. ft. R=25, 00(TO TIE LINE) 0.645 CIC. L_3 00,, �s PCp �OGGE� O y�P y / 5.77 �y \ �•Oo���/ a�e�°� �o �° ♦ �n NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM / �� ,ti ♦ O 2. THIS PROPERTY IS IN FLOOD ZONE: VE (EL 13) AS SHOWN ON O GF 9F" FLOOD INSURANCE RATE MAP No. 36103CO139 G 6 ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); ,,�0 / \ ?> \ G� ♦ BASE FLOOD ELEVATIONS DETERMINED \xG� 4 / \ °o G � ♦ o o 160 ° � o o ,o• �Fo ••� � 0 � Q Flo° .�� ••. �O O "G \ \ ♦ S�Q OG� \♦ o � e �a� $O O• F, / O g• / •Fa/ �FOs \ O�aG�G ?� �jfv0� / ,yp. O�`'G� Gy ,• OD o O ♦ y0 �6l y l��0� x,011 J F ,hCO °offoyc •:•� F.� � ��' \J�G9 �Ol ? 1`1•k Opp G 'yt�`��` . �F` � Olk" X06NN �0. �O .mss' ':• �o`�" 'L% s �'`9 �f-4- c�,'.� 0 Id 4k 7' O�s �� d SOA �G `O� \ �q d. r° �•�O O •°° : ° � $'�oe��� ���� °'° dam_\°ICT,p oOl A. e e .. y(^°�, y S y PREPARED IN ACCORDANCE WITH THE MINIMUM °'OO�� ° ° yF� °•' °��Of� ° o� "�• a OF�GQ O� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 'O °,• \ p:• 'O e �J+o �J e BY THE L.I.A.L.S. AND APPROVED AND ADOPTED ° Sq ° < • O d , FOR SUCH USE-BY..,THE NEW YORK STATE LAND ` �� ° °•' \ °O ? G� TITLE ASSOCIATION.. d O • ". /G \ 9 ,,y t- .r"..r i':�.:-',i�,:�•.,,%��� �' �� !jam '°. .° ,\d'd. : O�O�,�p� ` ° , N%. \� FF . 1 _ ....-� d°• �,, y •s. I , a \ V. �. i pRn a° N.Y.S. Lic. No. 50467 '" --- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF S �� �� • C. . SECTION 7209 OF THE NEW YORK STATE •> ° e O ° EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land S u r v e o r EMBOSSED SEAL SHALL NOT BE CONSIDERED E• S ° ° d -� y TO BE A VALID TRUE COPY. #- CERTIFICATIONS INDICATED HEREON SHALL RUN ��/// ONLY TO THE PERSON FOR WHOM THE SURVEY L tC U IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND i 11 U 1 -r3 - �� u TO THE ASSIGNEES OF THE LENDING INSTI- U TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-2090 bLDu. DEPT OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY T WN F S^ . +IT}{pi p 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF '—"---j RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. 23-071G SURVEY OF P/0 LOT 44 , LOT 45 & P/0 46 h � 00. MAP BLOCK 2 F 00, CAPTAIN KIDDESTATES � / F FILE No. 1672 FILED JANUARY 19, 1949 SITUATED AT p� MATTITUCK lk � ° � p31a TOWN OF SOUTHOLD ti5ro r, �° SUFFOLK COUNTY, NEW YORK PEo Q h° S.C. TAX No. 1000-99-01 -05 vP�TI SCALE 1 "=20' MARCH 10, 2003f� MARCH 4, 2005 ADDED PROPOSED ADDITION o pZ1pp�\Z,y/ AUGUST 10, 2006 ADDED SEPTIC SYSTEM TIE DISTANCES Zp• 1�o OCTOBER 12, 2006 FOUNDATION LOCATION / o / ''� ,VPV E� h0 NOVEMBER 27, 2006 ADDED PROPOSED ADDITION Gpp,PZ.VPp ao• SEPTEMBER 4, 2007 LOCATED PILINGS p9�pC AREA = 28,106.19 sq. fi. R=25,00 00, \ TO TIE LINE L� � ( ) 0.645 ac. -35,77. , \ �„'�j / oGSFiez� 0 '�e+iG• / ISA NOTES: \ j / ,>+ \ �a � / ler� 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 0 2. THIS PROPERTY IS IN FLOOD ZONE: VE (EL 13) AS SHOWN ON FLOOD INSURANCE RATE MAP No. 36103CO139 G b6 \ GEo. Cmc ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); NAry O 6 \ 'spa \ .y, �'•� BASE FLOOD ELEVATIONS DETERMINED 3. EXISTING LOT COVERAGE = 1 ,850 sq. ft. OR 6.58% OF TOTAL LOT AREA. PROPOSED LOT COVERAGE = 3,830 sq. ft. OR 13.63% OF TOTAL LOT AREA. \ D, a. \ Z QQ �gq\ 5 opl Opp leo a. O RR��H...��� fro orf+ xo� 1 M1gi 1°" TK 5 (D 10� `Ol 6,y�i 1p 2 1p 41 7 , 150 I n n h \ Ook PREPARED IN ACCORDANCE WITH THE MINIMUM '(� ( oo �U \ \ \ G2l \ e / STANDARDS FOR TALE SURVEYS AS EBTPBUSHED BY THE LI ALS. AND APPROVED AND ADOPTED .♦ F� aya \ \ \ y' \ / �b • .A M SUCH USE BY THE NEW YORK STATE LAND e o O• • • TIRE ASSOCIATON. '/�' •ecL, � \'Tn \ \ 1O ,' ASN ♦9�, J. � hPS�pF 7E YO'P d fa ''`Ts�A \��c \ \ y, m� GO`O� /�J�Ny G3�•. a e . y resat co •% �.••. \ \\\ \f sp,"/ pdf• GG prlG, . ,l` GA I /CF, 50467 p N.Y S Lic. No. 50467 .Q SV UNAUTHORIZED ALTERATION D Al]DITION �jS. ++ n Cep L ANDTO THIS SURVEY IS A VNEW YORK OF Q ' 1 BECTON 7209 OF THE NEW TORN STATEEDUCA •� 'e O , • `/ Nathan Taft Corwin III COPES ON LW. COPIES OF THIS SURVEY MAP NOT BEARING �,+x0 / !_ 1• e ! ,e � FLINN THE SSE SURVEYOR'S INKED SEAL SI G pRG' -J Land Surveyor EMBOSSED SEAL SHALL NO BE CONSIDERED J y TO BE A VALID TRUE COPY d CERTFOATIONS INDICATED HEREON SHALL RUN / , a. G ONLY TO THE PERSON FOR WHOM THE SURVEY " '( IS PREPARED, A THE COMPANY, GWERNMEND ON HIS BEHALF TO THE \•�Y\_ NTAL AGENCY AND ` Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INn➢ ION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSn- O TUTON. CERHFICATONS ARE NOT TRANSFERABLE. �A PHONE (631)727-2090 Fax (631)727-2090 (r+ OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY '/ 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY. NOT SHOWN ARE NOT GUARANTEED. 23-0711 / SURVEY OF Q� ,X �1 P/0 LOT 44, LOT 45 & P/0 46 h� �9 oO. BLOCK 2 p`'� pp• � 00'F MAP F CAPTAIN KIDD ESTATES _ FILE No. 1672 FILED JANUARY 19, 1949 SITUATED AT MATTITUCK � 4eNk 5 c �ry� ao�a TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-99-01 -05 SCALE\\ 10'MARCH 10, 2003 'b MARCH 4, 2005 ADDED PROPOSED ADDITION C� oro ��p52N0 hh^ AUGUST 10, 2006 ADDED SEPTIC SYSTEM TIE DISTANCES OCTOBER 12, 2006 FOUNDATION LOCATION NOVEMBER 27, 2006 ADDED PROPOSED ADDITION '� \ Noo• �°, 0PG'S4P a°• SEPTEMBER 4, 2007 LOCATED PILINGS OOO�OSO AUGUST 18, 2008 FINAL SURVEY 00• \ ,5A,, AREA = 28,106.19 sq, ft. Ro25,0 00,, \ FiEa / .J'-a •-0o f / (TO TIE LINE) 0.64$ cc. L'35.77 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM �6, 2. THIS PROPERTY IS IN FLOOD ZONE: VE (EL 13) AS SHOWN ON a?� �'r.r, FLOOD INSURANCE RATE MAP No. 3610300139 G .SFi GO r o' c� oc ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); Nary' o/ ;s' BASE FLOOD ELEVATIONS DETERMINED r0° y ,A E °¢ Ap 5Pl FQ-��G�'Njl i o e of dei '2f 200 0. yYeYf-'f ye mss. 'q+0'p / ON,d'' oPi 5" n\ �1° •17 � `11 AGN •a C.°°/ f A \�C �° k °h0 :•• q,.. �'�,y d / O 1 Pry PREPARED IN ACCORDANCE WITH THE MINIMUM .Ae • • 6 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED U.o' o . O S� '4F- �1 • .K BY THE LI.A.LS. AND APPROVED AND ADOPTED A. ( "$Y p a FOR SUCH E NEW YORK STATE LAND • \ 'y, \ •%O p� Y "d. ME IATIONE,y/ .. r of e�,N"• Y z 1 — � @ P� vN� •EPT� /eFNS60soaIR50��0 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDMONTO THIS SURVEY 'C�j • f (''(/� SECTION 7209 OF STATE lS�' u K, ±OOH n Vy ' Nathan Taft Corwin III EDUCATION OF LAW. " �Jy COPIES OF THIS SURVEY MEP NOT BEARING a° •� �•� a J. THE LAND SURVEYOR'S INKED E CO OR SI 5 Land Surveyor EMBOSSED SED SHELL NOT BE CONSIDERED 9e�a .S a - TO 9E A VDIa TRUE COPY. �(CY/�J YYY pp pr` CEWIRCATONS INDICATED HEREON SHALL RUN L u U 6 ONLY TO THE PERSON FOR WHOM THE SURVEY •. • n, "\ IS PREPARED. AND ON HIS BEHALF TO THE v TITLE COMPANY, GOVERNMENTAL AGENCY AND q I'll Tile Surveys - Subdivisions - Site Plans - CoOstruc on LOy0U1 LENDING NSTIMION LISTED HEREON, AND • ` \� Q�� - 3 Ll1UD MV10 U TO THE ASSIGNEES OF THE LENDING INST- V TUTON. CERTFlCATONS ARE NOT TRANSFERABLE. O PHONE (631)727-2090 Fax (631)727-2090 /� b,ou DEPT. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY �J TOWN OF SOIJ LD 322 ROANOKE AVENUE P.O. Bax 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD. New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. 23-071G 0FeCE lY6Ierza�-1Aeof k1n Ar /3 = COMPLY WITH ALL CODES OF /V0 .#y� NEW YORK STATE & TOWN CODES APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF �UUL DATE: _ B,p.p jnr __,[/ SOUTHOLDTOWNZBA FEE: 6/06 yO 8Y: oP2 --SOUTHOLDTOWN PLANNING BOARD NOTIFY BUILDING DEPARTMENT AT SOUTHOLD TOWN TRUSTEES 765-1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: N.Y.S.DEC 'I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING PLUMBER CERTIFICATION a. INSUFINAL - ON LEAD CONTENT BEFORE 4. FINAL CONSTRUCTION MUST BE COMPLETE FOR C.O. CERTIFICATEOFOCCUPANCY ' ALL CONSTRUCTION SHALL MEET THE SOLpERUSEDININA TER REQUIREMENTS OF THE CODES OF NEW SUPPLYSYSTEMCANNOT YORK STATE. NOT RESPONSIBLE FOR EXCEED2/400F1%LEAD. DESIGN OR CONSTRUCTION ERRORS. RETAIN STOpM WATER RUNOFI�'h PLUMBING N 5200'0" E 289 .41 ' ALL PLUMBING WASTE PURSUANT TO SECTION_4s.10C &WATER LINES NEED 'OFTHIcTOWNWgE. TESTING BEFOREOOVERING , Y /3 00 NOT POC E�WITHFLOOD Z©NE. 0 FRAMING UNTIL SURVEY 1A� . COMPLY WITH CHAPTER � OF FOUNDATION LOCATION •1+ Li FLOOD DAMAGE PREVENTION HAS BEEN APPROVED_ . O SOUY'NOLD TOWN,COIDE. n _ 00 1 If IVI O 29'0' ALL CONSTRUCTION SHALL THE REO �\ E OCCUPANCY OR MEET THE REQUIREMENTS OFT O X I 12'0' USE IS UNLAWFUL CODES OF NEW YORK STATE. I D 3.0' WITHOUT CERTIFICATE (7n S EP OF OCCUPANCYLn Q T C 11.7' R CERTIFICATION 1.0 N K 7'0' H NAILING & CON ECTTIIONS G 3.0' REQUIRED.- � PROPOSED 1 STY. FRM. W a EXISTING HOUSE ADDITION jn � O 1 STY. FIRM. • 40.4' 40.9' M IJ 17n � EXISTING HOUSE: 1401.9 SQ. FT. HOUSE `--�J o Q �] �? PROPOSED ADDITION: 1468.5 SQ. FT. N o D 0. 00' N PORCH / DECKS: 488.4 SQ. FT. E sus' �J d' 12.01 C 9.0' bo POOL: 337.5 SQ. FT. 0 20.0' POOL 10. 0 0. 0 1 ° 1 ' 57. 6 O M PROPERTY: 28104.8 SQ. FT. � n Ln Lr) �I Z I LOT COVERAGE: 13.2% N N L _ _ _ _ _ _ S 5200'0" W 275 . 73' SITE PLAN SCALE: 1" = 10'-0' � pf W YO 9-f- 5 � os r w '. n w ADDITION AMC) ALTERATION SOUND BEACH DRIVE:, MATTITUCIE, NY PGJ1T = A ril IS, 200'1 LE 1/4" Tr EL o- N N Y W SOUTH ELEVATION SCALE: 1/4" = V-0" I ---- ----- ---- -- --- ---- ----- - - - Y Q m Ili 0 WEST ELEVATION SCALE: 1/4" = V-0" �e w w Rpm � ti ADDITION AND ALTERATION SOUND $EACH DRIVE, MATTITUCK, NY PG. April IS, 2002 SCALE I/4" JD � I w I m m .n 0 c yo b NORTH ELEVATION SCALE: 1/4" = V-0" TI— _ N 1 f EAST ELEVATION SCALE: 1/4" = P-0" - OF W YO P� p H y� kOs b w fi z S � ADDITION AND ALTERATION SOUND BEACH DRIVE, MATTITUCK, NY PG. n Aprll IS, 200'1 B�A�EI/4" . ISO" jr) 1).HANDLING,STORAGE AND FIELD FABRICATION,INCLUDING TREATING OF CUT ENDS,SHALL BE IN ACCORDANCE WITH(AMERICAN WOOD PILINGS ASSOCUTION) AWPA M4. 2).PROVIDE 10"BUTTS"TIP.WOOD PILES.PILES SHALL BE SOUTHERN PINE OR DOUGLAS FIR AND SHALL CONFORM TO ASTM D 25, UNUSED,CLEAN PEELED, UNIFORMLY TAPERED,ONE PIECE FROM BUTT TO TIP. 3).PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA C3. ❑ SOUTHERN PINE:1.0 PCF CCA / DOUGLAS FIR: 1,0 PCF ACZA 4).TREAT FIELD CUTS,HOLES AND OTHER PRESENTATIONS IN ACCORDANCE WITH AWPA M4. 5).PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE AS INDICATED, DRIVE END-BEARING PILES TO THE REQUIRED BEARING VALUE(10 TONS). 6).PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED BEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION,AND TO EXTEND INTO THE CAP Op FOOTING BLOCK AS INDICATED. EXISTING 7).INSTALL PILES TO THE REQUIRED PENETRATION,OR THE REQUIRED BEARING, AS INDICATED,EXCEPT AS SPECIFIED IN ARTICLE 3.04 C AND D.JETTING WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY ARCHITECT FOR THE LOCATION. S).WHEN NECESSARY TO ACHIEVE THE REQUIRED PENETRATION,DRILL HOLES OF DIAMETER NOT GREATER THAN RO PERCENTTHE AVERAGE CROSS-SECTIONAL '24--l' THEREIN TO PRACTICAL REFUSAL. DIMENSION OF THE PILE AT THE EPTH BEINGNG DRILLED.AND DRIVE THE PILE I q).COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN THE AREA WHICH PILES ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES. 6'-5 1/4" S'-3" 4'-11 I�/2° 10'-2 3/4" 10).DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD, 6 2 3/4" 5„ 11).DRIVE PILES AT INTERIOR OF BASES OF FOOTINGS BEFORE DRIVING PERIMETER PILES. I I 12).IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED i INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL STRESSES OR 12'-0" 1 MOVEMENT OF THE PILE TOP OUT OF TOLERANCE. ' I 1 13).MAINTAIN THE HAMMER COAXILE WITH THE PILE DURING THE DRIVING OPERATION S'-T' F-7" i'i BY USING A COMBINATION OF DRIVING CAP AND LEADS. t 1 1 E 14).INVESBREAKAGE O ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR CE CANNOT BREAKAGE OF THE PILE. D SUDDEN DECREASEINCIDENT IN IN T14E R VING,AN CANNOT BE - CORRELATED TO BOOING DATA OR SOME 3NCIDENT IN THE DRIVING,AND IF THE (2)2X12 ACQ GIRDER (2)2X1 ACO GIRDER I I i i " i 1 Ii:. '�, ' PILE CANNOT BE INSPECTED,SUCH DECREASE IN DRIVING IN DRIVING RESISTANCE I Ix MAY CAUSE FOR REJECTION OF THE PILE. 11uO a ) 1 ♦ 1 1IY Q r = 1 -- --'--'``` i 1 1:51 j' 15).RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVING OF ADJACENT PILES,TO THE ORIGINAL TIP ELEVATION. Z. 16).CUT OFF PILES TOP ELEVATION ED BY ARCHITECT.REPLACE OR REPAIR 1 i(2)1-3/4%61-7/8 Mi,`I i PILES WHICH AREE DAMAGED WHEN CUTUT OFF. lT) DEVIATION pTPLUMB AND ANGLE OF BATTER: 1/4 INCH PER FOOT OF PILE "'----'------^'-- LENGTH.BUT NOT HANGNHESOERALL - "✓ v (2)2X12 ACQ GIRDER_ ��/ (p)2X12 ACO 61RDER �� (2)2%f 2 A[Q GIq RL -�.' '1- -�' 19).DEVIATION FROM LOCATION OF PILE TO BE NO MORE THAN 6INCHES. r 1 � 1 (2)2X12 AGO GIRDER _ •----------------------_ 19). PILES NOT MEETING ASTM D25 REQUIREMENTS WILL BE REJECTED.REMOVE SUCH PILES FROM THE SITE AND REPLACE WITH SOUND PILES.PILES BROKEN UNDER DRIVING STRESSES MAY BE CUT OFF AND LEFT IN PLACE IF APPROVED „ BY ARCHITECT FOR THE LOCATION.OTHERWISE THEY SHALL BE EXTRACTED AND REMOVED FROM THE SITE. 1 W III � 1 0 1 i ' 1 c 201. FIT TIMBER PILES WITH METAL SHOES ON THE TIP.WHEN THE AREA OF THE HEAD OF A TIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE HAMMER,USE j 1 i --- --_ `` A SUITABLE CAP TO DISTRIBUTE THE BLOWS THROUGHOUT THE CROSS SECTION _____________ ___ I ry OF THE PILE. a • � i i i I V 1 � 21).AFTER TIMBER PILES ARE CUT OFF,TREAT CUT SURFACES D!ACCORDANCE WITH I -. DAWPA ISPOSE..REMOVE CUT OFF SECTIONS OF PILES FROM THE SITE AND LEGALLY I 22).ALL FASTENER HARDWARE,INCLUDING BOLTS,NUTS AND WASHERS,ARE TO BE STAINLESS STEEL, 23) GIRDERS TO BE 3X12.2 OR BTR.SOUTHERN PINE WITH A MINIMUM 1.0 PCF '6 i I i i ES i CCA TREATMENT. a i 241.PROVIDE 2-5/6"DIAMETER CARRIAGE BOLTS WITH NUTS AND WASHERS AT EACH PILE.ALL GIRDER ENDS AND JOINTS ARE TO HAVE 4 BOLTS WITH WASHERS AND NUTS. p 0 26). FLOOR SYSTEM ABOVE HAVE 2- 1-3/4X11-7/S"OR 1 -3-1/2"MICROLAM e il � 111 i�_:___;____"Ii _ �Ii •- I p � � pIM BOARD ALONG PERIMETER. 26) DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. (2)2X12 ALO GIRDER --------------------- ( ) �_!_ _-____ `� ' (2)2X12 ACO GIRDER 27).PROVIDE 3/6'THICK AG PLYWOOD UNDERJOISTS,AFTER INSULATED. ' ' = PLYWOOD TO BE INSTALLED WITH STAINLESS STEEL SCREWS,MINIMUM 1-1/4" m ' LONG. 1 111 I ..- _ _ ___ -- -_-- 2 2X12 ACO GIRDER ' !_" 23), BAFAK-A-WAY WALL TO BE INSTALLED AS PER DESIGN.PROVIDE MINIMUM 11 ACQ GIRDER m (2)2X12-------- fn I -S"X16"FLOOD VENT ON EACH SIDE OF HOUSE.VENTS TO BE INSTALLED WITHIN 1 FOOT OF FINISHED GRADE. 7'-7 3/4"• 5'-11" 6'-11" G'-5 1/2" V-5 1/4" 11'-7 3/2" 2%INSTALL 1-24"X36"ACCESS DOOR.LOCATION AS PER OWNER, 5. 6 ' 40'-10 1/2" I1'-7 1/2" I I I E F- WY E PROJECT NORTH FOUNDATION PLAN z SCALE: 1/4" = 1'-0' p9pFE5 t' P ADDITION AND ALTERATION BOUND BEACH DRIvE, MATTIRUCIC, NY PG. 3 Aprtl I8, 200T SLE I/4" . I'O" JD I o I N ,r REI V u EXISTING Y \' a N •11„ 4,_7" SD•_S•• 5._6.. 1' QST 0 NEW lr-a" 3'-6" :u 24'-11" m T % N 3'—On Y aV O STUDY p / "9 DECK FWG60611R3 6 3046 % BATH O ' o F77 g , 5'-6 1/2" 5'-6 1/2" 5'-0" 4'-]" 2'-10 1/2"0.1 r / Y / w 0 N N 3/4" 3`11/4" 2'-7 1/2" 4'-7" -4 1/2" � • - i I 12X812X9 DFx� N / / O j LIVING ROOM BEDROOM / / q i ENTRY / BATH BEDROOM ; m / / 1).PLATE HEIGHT AT 9'-11"UNLESS OTHERWISE NOTED. • / 2) EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF+2 STUDS AT 16"O.C.. c / FWH60611 3).EXTERIOR SHEATHING TO BE 1/2"THILK FIR LDk PLYWOOD, i O�PORCH 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT B'-0"O.L.AND MIDSPAN. 2-3046 CW245 2-3046 2-3046 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 SACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/9" ___________________ THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN PLACE WITH PLATES AND BOLTS TO STEEL BEAMS L T/ - - - -- ---- - - 6).ALL INTERIOR DROPPED HEADERS HEIGHTS FROM TOP OF LOCH ARE TO MATCH WITH DINING ROOM HEADERS. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UP AD WHERE b b APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH ASTE G Zq --------- ---------------------- HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. S).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDE W -' -' --- 2-2X DF=2 STUD POSTS UNLESS OTHERWISE NOTED. ___ _______ ________________ _ __ 9).PROVIDE 3-1/2"WIDE SELECT OAK FLOORING OVER 300 FE OR ROSIN PAPER THROUGHOUT EXCEPT BATHROOMS. 40'-10 1/2" Il'-7 1/2" 12'-0" W 10).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALL W AND 2X4 WALLS AT R13. ,n 11).INSULATE CEILINGS WITH R30 INSULATION. O. O c? �/ 12 Op �. / x ,�/J' S 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/S"SHEET R HpFES N (J E PROJECT NORTH FLOOR PLAN SCALE: 1/4" = 1'-O' ADDITION AND ALTERATION SOUND BEACH DRIVE, MATTITUCAG, NY PG. April 18, 2007 scALE1/4" = 1'O' JD ------------ F I i .. 11 ----- -- ------------ II 11 1 ' i EXISTING II , " 12 i ' „ r, I II I 7 ;I II 1� � {I'. w i -- r 0 FI a „ _ r 'd+ ----- 61 bR i t EXISTING i I I ; ,F EXISTING l; ` ,r I i_ I r I I ,i EXISTING r If 1. d IfFir If 1 „ ' , 1 ,.I r ,a 4 •I EXISTNG �S 4 I I _ _____ ___ I 1 , II -I '�.. I 'I�.II ���. I II I I -,�� , it 11 11 II H , 1 I II rYa l 1 T 1 T 1 Iii-� ii ' /2XIODF+RR dim ' II I ' I ---------------- .,'i __________. i _____________________________________________________________________________ _________________________________________________________________________________ ____________________________________ iI1 iII I ' I � _ e�___J z•= ' I I m I ------------- - 12 I ' , I _ Cf x : i _______________ ________________________________ _____________ I 12 I ' ' ' ' ' NOTE: 11.INSTALL 2X6 OFx2 COLLAR TIES AT 46"0 C- 1-3/ ) � i 2,APPLY 5/9"THICK FIR COX SHEATHING OVER ROOF FRAME. 4%il-T/Y ML RIDGE ' ' � , I I I 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND l ' 1 DIRECTLY TO THE DECK ALONG EAVES. 4).USE 301FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE E WATER BARRIER UNDERLAYMENT. 5).ICE E WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS 2x10 DFx2 RR 0100C WITH ROOF AND SIDE WALLS(TYPICAL). ----------- �y�-3 / i ' i 1 IJp I 6),DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING 12 1 w i ,__________, ' ' ' �" I MUST BE LADRY AND CLEAN PRIOR TO INSTALLINGT ELEMENTS AT E b I I UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE tL______________________ _ i I WORK DAY LOVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS {._________________________ COMPLETE. Af ti I I 71.INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. II - ti}yl 1 12 ROOFING TO BE INSTALLED OVER 301 FELT UNDERLAYMENT.USE GALVANIZED I x ,_________________________________ (ZINC COATED)ROOFING NAILS,11 12 GAUGE WITH AT LEAST 3/3"DLI HEADS, '------- -------- _ --+ LONG ENOUGH TO PENETRATE THROUGH PLYWOOD.USE 6 NAILS PER SHINGLE. _______________________________ `---------------------------------------- ----- ---------- I 7 NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. FY �" ROOF PLAN �~ p. E PROJECT NORTH Q B SCALE: 1/4" = 1'-0' 2 U7 O�A� S � DDITION AND ALTERATION SOUND EACH DRIVE, MATTITUCK, NY F'G April 18, 200-T xn�I1411 I l 1-3/4X11-7/9 ML RIDGE ASPHALT ROOFING yr 5/B"COX SHEATHING 30x FELT UNDERLAYMENT >r 2%lO DF 2 RR III I S T 1 I I �) 1 1 P�,,...,�„rE,r,a•azal 4) I III � ' T li i II��I1.-I-- SII II i� II• I � � �) � � QIP "fT CRICKET SIDING PER OWNER a VAPOR BARRIER 1313 E313 1/2"COX SHEATHING DD(2)2X12 ALG GIRDER I 111 r - 3/4"SUBFLOOR EXISTING FLOOR 11-7/8"TJI650 WOOD-1 F7 B36"OL EL 13.0' ( ) 2 2X12 ACG GIRDER (p)1-3/4/X11-7/8 WOOD ILES ML FL.HDR. EL. 10.]' NOTE. APPLY 1/2 ENT.ALL F o �� PLYWOOD UNDER ALL FRA MING .� ' ISI , �� �I PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA C3. III —a SOUTHERN PINE:1.0 PCF CCA / DOUGLAS FIR:1.0 PCF ACZA PILES SHALL BE ENO-BEARING TYPE OR FRICTION TYPE AS INDICATED.DRIVE END-BEARING PILES TO THE REQUIRED BEARING VALUE(10 TONS). WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL _ AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(1F NOT USING IMPACT GLAZING) WINDEWINE DEEM PROIECNON FASTENING MMAREE MR WOCO SIRIXTURK PANELS WOW 511 MRAL PANELS VRH A MINIUM TEMESS OF7116- AND'AICRIUM /16'ANDMAIIUM PMdiSPAN OF B FEET SNAIL IE PERNITTFD MR CPENWC PROTECFION IN ONE AND TWP6IORYMMIONDS.PAMSS MPRFNT TO CWERGV3®OPENIN(SWITHATTA,,,,'HARDWARER AODID(REFORM SERIW NOR 14,1IRIS 5 AND TAME 1WS IA OF N.Y.S.RESID@111AL OONSIRL'CT]ON CODE).THIS B NOT A MIET1711FRON MR DTGIGNfRE E.ALL OPENINGS MUST HAVE DP5GN PRFSWE UPGRADES IYIBRE APMCRNM ALL PANES MURTEE[IR W ME AND IUADY TD OSE ON AHY NEW WINWw5 AND DOME.SHUTTERTMEST EE MARKED FOR Y TOP@IDIG R IS M M[ NW D W Al1E MLLSf IIIDMPANY SN11RE0.5 FDA INSI'NIAnON. SECTION A-A SCALE: 1/4" = V-011 ❑ ❑ ❑ HOUSE WALLS ANDsFPNUnAx.TO1N1' BREAKAWAY WALLS EEECIRAWAY DETAIL) 1).BREAKAWAY WALLS TO BE BUILT IN ACCORDANCE TO FEMA TECHNICAL BULLETIN 9-99,DESIGN AND CONSTRUCTION GUIDANCE FOR BREAKAWAY 3'0 ROOF VENT 3'0 ROOF VENT WALLS BELOW ELEVATED COASTAL BUILDINGS. ENCLOSED AREA 2).DESIGN IS FOR THE BUILDING TO BE ELEVATED ON PILINGS OR OTHER OPEN FOUNDATION DESIGNED TO WITHSTAND WIND AND WATER LOADS ACTING SIMULTANEOUSLY AND ANY OTHER LOADS PRESCRIBED BY 3 3 APPLICABLE LAWS,ORDANCES,OR REGULATIONS. 3).THE FLOORS OF AREAS ENCLOSED WITH BREAKAWAY WALLS ARE ASSUMED A TO BE SOIL OR UNREINFORCED CONCRETE SLABS LESS THAN 4INCHES LATH FOR THICK.AN UNREINFORCED CONCRETE SLAB HAS NO WIRE MESH OR STEEL HOUSE WALL OUSE SHEATHING FINISHED EXTERIOR SURFACE LATH(WHERE APPLICABLE) RODS.FLOOR SLABS SHALL NOT BE STRUCTURALLY ATTACHED TO THE wATEMOT EEFERAnIN PILINGS OR OTHER VERTICAL FOUNDATION MEMBERS.SEPARATE WITH IIOMTATAOFTOMOF SHEATHING EXPANSION JOINT MATERIAL. 1DWE5'F H.WORTAt 11 6TRxC NALMOIDER MALCCWAIE WRH 4).BREAKAWAY WALL PANELS MAY BE ATTACHED TO THE PILINGS OR OTHER GOYEr6n LOGLCOOES VERTICAL FOUNDATION MEMBERS,ELEVATED FLOOR SUPPORT BEAMS,OR S. BEAM xousEwAu BEAM SILAB FLOOR WITH HAILS OR OTHER COMPARABLE-CAPACITY FASTENERS. A ALL FOUR SIDES OF THE WALL PANEL MAY BE ATTACHED TO THE FOUNDATION F AI NONNSTRUCTION SEPERATION JOINT AND ELEVATED BUILDING,RIGH-CAPACITY CONNECTORS SUCH AS BOLTS, CONSTRUCTION BREAKAWAY LAG SCREWS,METAL BTRAPS,OR HURRICANE FASTNERS(p.,CLIPS OR STRAPS) CONSTRUCTION co GRED SMALL NOT BE USED. RREAWAY WAL REAKAWAY WALL 5).THE EXTERIOR SHEATHING ON BREAKAWAY WALL PANELS PLACED BETWEEN wnD SCOVEMS FRAMING MEMBERS 11)4 BREAKAWAY WALL AND sHEATxA'G FILINGS OR OTHER VERTICAL FOUNDATION MEMBERS MAY OVERLAP AND BE osscaxTRuous ATTACHED TO THE VERTICAL FOUNDATION MEMBERS. 1 712 1 114 1 1/4 1 1/4 1 1/4 1 1/4 1 714 1 V2 FRAMING MEMBERS AT SPPERATIOH >owr VERTICAL FOUNDATION 6).BREAKAWAY WALLS MAY BE CONSTRUCTED AS CONTINUOUS,NON BEARING VERTICAL W.C. LAV. LAV. �V' W.C. FOUNDATION MEMBER WALLS,ATTACHED TO ENTHE FLOOR AND ELEVATED FLOORCALJOISTS,WITH OR mwm MEMBER A MEMBERS. OR TO THE PILINGS OR OTHER VERTICAL FOUNDATION SHO ER SHO ER SHO R BREAKAWAY WALL MEMBERS. OR ATH OR ATH OR ATH SHEATHING SECTION A-A 71.ELEVATED F WALL SHEATHING AND SIDING MAY OVERLAP AND ATTACH 1TO i 5 FLOOD-RESISTANT B ESISTANT LATH ELEVATED FLOOR BEAMS AND JOISTS PROVIDED A SEPARATION JOINT Lq 3 3 FOR BREAKAWAY WALL PRESENT TO PREVENT DAMAGE TO THE SHEATHING OR SIDING OF THE ELEVATED BUILDING IF THE BREAKAWAY WALL COLLAPSES.SEPARATION CO. 1 114 1114-- 2 2 1 114 C.O. JTOINTS SHALL BE FITTED WITH A WATERTIGHT SEAL THAT PREVENTS WIND- 2 1 V2 DRIVEN RAW WATER AND SEA SPRAY FROM ENTERING THE BUILDING ENVELOPE. 9).UTILITIES,INCLUDING ELECTRICAL WIRING,BREAKER BOXES,POWER METERS. 3 3 PLUMBING CONDUITS,AND VENTILATION DUCTS,SHALL NOT BE PLACED IN OR VERTICAL FOUNDATION R ON A BREAKAWAY WALL PANEL.BUILDING SUPPLY LINES AND OTHER UTILITY MEMBERLINE COMPONENTS,SUCH AS LIGHT SWITCHES OR ELECTRICAL OUTLETS,MAY E BE ATTACHED TO PILINGS OR OTHER VERTICAL FOUNDATION MEMBERS AS WAVE[REST ALLOWED BY APPLICABLE BUILDING CODES AND FLOODPLAIN MANAGEMENT 4 _ HOLLOW CONCRETE MASONRY ORDINANCES AND LAWS(WHICH GENERALLY REQUIRE THAT UTILITIES BE T H, ' UNITS ARE TO BE UNGROUTED ELEVATED ABOVE THE BFEL IF UTILITY LINES MUST BE ROUTED INTO OR OUT 4"C'I' Lf TO APROVED WAVE OF AN AREA ENCLOSED BY BREAKAWAY WALLS,ONE OR MORE OF THE WALLS HOUSE HEIGHT _ SHALL BE CONSTRUCTED WITH AUTILITY BLOCKOUT.UTILIT'LINES THAT SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM APRO%.2-3' PASS THROUGH THE BLOCKOUT WILL BE INDEPENDENT OF THE WALLS AND THEREFORE WILL NOT BE DAMAGED IF THE WALL PANEL BREAKS AWAY UNDER BREAKAWAY WALL CONSTRUCTION OF FLOOD OR WIND LOADS. STILLWATER : • MASONRY PLUMBING SCHEMATIC f ELEVATION MASONRY UNITS. q).00BREAKAWAYCOL WALL PANELS SHALL BE POSITIONED SUCH THAT ON FAILURE,THEY .'•'P X UNITS NOT TO EXCEED 8"IN THICKNESS. OO NOT COLLAPSE AGAINST CROSS-BRACING OR THREATENED OTHER FOUNDATION D y�9 qY� D 'f COMPONENTS. N.T S. GJ�4ANo • ,- 10). STANDARD RESIDENTIAL GARAGE DOORS MAY BE CONSIDERED BREAKAWAY PANELS. J ALTHOUGH THESE DOORS WERE NOT TESTED.PUBLISHED LOADING CAPACITIES FOR GARAGE DOORS ARE COMPARABLE TO THE ULTIMATE CAPACITY FOR THE TESTED BREAKAWAY WALLS(55 PST). �" 2 GIDE ' 1 . CONCRETE SLAB Q UNREINFORCED BREAKAWAY WALL ADDITION AND ALTERATION SOUND SEACH DRIVE, MAATTITUCK, NY FIG 6 jApril IS, 200-T �'Z114" = 11011 JD STORM WATER MANAGEMENT DETAILS N.T.S. kLj 'I, EXISTING ROOF AREA: 1455.5 SQ. FT. NEW ROOF AREA: 1908.2 SQ. FT. TOTAL ROOF AREA: 3363.7 SQ. FT. O 100% WATER RUNOFF: 561.7 CU. FT. INSTALL (4) 8' DIA. X 4' DEEP rWELLS . DRYWELLS AROUND HOUSE FOR ALL DOWNSPOUTS TO CONNECT U o ° CAPACITY: 676 CU. FT. GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION,ORDINANCE,OR OTHER li LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL, TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS OGEE R.- STANDARD 5" DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT NOTES: AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE 11,EXECUTION: UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF AI.DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE 2).PREPARATION: SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR DRAINAGE AREA STABILIZED. ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE METALS WITH PROTECTIVE BACKING PAINT. INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT 3.INSTALLATION: BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELLS DRAINAGE AREA A).PERFORM WORK IN ACCORDANCE WITH LOA HANDBOOK AND THE DRAWINGS. IS COMPLETED AND THE DRAINAGE AREA STABILIZED. 11.GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. o).COPPER/LEAD,FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. PRETREATMENT. B),ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE CONNECTORS. FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND CONNECTION WATERTIGHT. ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH 4).PROTECTION: CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL THAT CAN ENTER THE DRY WELL COMPLETION cc iP�O 0.0 pq `QNp ADDITION AND ALTERATION( SOUND BFFACN DRIVE, MATTITUCIG, Y PG, y April I8, 200-1 BGALEI/�4" a 1'O" JD NYS ENERGY COMPLIANCE NOTES FOUNDATION: I CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE. MUST BE p q INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, REScheck Software Version 4.4.1 I, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1).INSULATE HEADER UNCONDITIONED BASEMENTS: d!' p I i n e r if i cite 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATEE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 3).SEAL BETWEEN WINDOW/DOORJAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONOTTIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM,OR FOAM BALKER ROD AND CAULK. FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM.Ir MAY CAUSE BOWING OW OPENING FRAME li AND VOID THE WARRANTY. FRAMING: Report Date: 04/18107 SEALING BAND JOISTS DURING CONSTRUCTION: PLUMBING AND ELECTRICAL: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Date filename: C1Progrem Fif98lCL'1eckWESdieeMWIT5SCHISIEN.rck SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Energy Code; New York State Energy Conservation RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): Construction Cour y No RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG LQsa4on: StAFctk County,jL New York CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. Construction Type: Ditaohed I or L Family INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. 11100109 TYpri; Non-Electric SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS GiaAng Area Percentage: 16% 1ST. FLOOR DECK: STANDARD OF 2.0 CFM,(ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1).FULL INSULATE JOIST CAVITIES. Heai Degree Days: 5750 ASTM STANDARD, MEL OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVILE WATER HEATING: EXTERIOR OPENING HEADERS: Construction Site: Owner/Agent- DeslgnerlContraDtor: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER LARSON -WITSCHIBIEN JAMES DEERKOSKI FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MATTITUCK, NY 298-7116 MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY. 1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAILERS. IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. Gross Cavity i-ont Glazing UA PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS HEATING VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. Calling 1: Flat Calling Or Sclasor Trues: 1469 30.0 0.0 51 HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Wall 1: Wand Frank, 1811 a.r;.: 1676 18.0 0.0 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE Window 1: Wood Frame:Double Pane with Low-E: 195 0.350 66 THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL Door 1: Glass: 82 0.360 29 MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 1).IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Floor 1:AMI-Wood doislfrmss:Over Outsitle Nr: 1469 30.0 0.0 48 HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. The proposed building represented in this document i9 consistent NRth the building plans, spe01111:ekorl6, and other calculations submitted (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. with this permit eppllcedan.The proposed stems have been designed to meet the NYork State Energy Conservation Construction HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4) PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY gneNow �y LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOORSYSTEM AND REDUCE POTENTIAL PROBLEMS. Code requir111'11MT11%.Whon is Reprsterhd Dosign Prolfssional has stamped and K49rwA this pas*,they em Ousting that to to best of SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO hisrhee knowledge,belier, and proressionat judgments, such plane at aperinoalions are In compliance wish this Code. PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT ARY HEATERS ABOVE A PRESET OUTDOOR TOP PLATES. TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOfl WALL:1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. Name-Tule Signature t el GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 2), HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3), SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE KNEE WALL SUPPORTING ROOF: R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES PREVENT WIND WASHING. MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE 2) IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. THE INSULATED ENVELOPE OF THE HOUSE. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. WALL PLATE. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL INSULATION: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. ATI INSULON SHOULD BE FLUFFED TO ITS FULL THICHNESS, NOT COMPRESSED,AND TAPES MEETING UL 191A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING NOT ATI ROUNDED 4OOR SCALLOPED AT EDGES. UL 1818 MAY BE USED FOR FLEX DUCTS,DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING WRITTEN MATERIALS: AND DRYWALL. IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE CUT AROUND OBSTACLES; TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; LUT AROUND REDUCED MOISTURE: ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C.TO CONFIRM THAT BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY DOCUMENTATION OF R-VALUES: IF THERE IS A GAS RANGE. FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND HATCHES,ATTIC HASCUTTLES,PULLDOWN STAIRS, etc.MUST BE INSULATED TO THE THE REQUIREMENTS CONTAINED IN NYS LODES FOR DETERMINING MECHANICAL SAME R VALUE HATCHES, S THE SURROUNDING AREA. VENTILATION RATES. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1). PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 2) PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. Page 1 of 1 OF EW YO 1.0E W (7 �OFE N ADDITION AND ALTERATION SOUND BEACH DRIVE, MA,TTITUCK, NY PG. APril 18, 2007 SCALE 114" a 1'0. .10 2x_Stud JOIST DETAILS Plater nail • land (3-1/2", all at Ian" Plate nen - land (3-I12") ALLOWABLE HOLES - TJI Joists box at 16" omce"m box at 12" oncenter on-comer INTERMEDIATE BEARING Floor panel mail - ad NO LOAD BEARING WALL ABOVE lour ardl nal, - ad (2-1.2') Leel bearing or shear well w I P 2-ill°I common et 6" non GW ,w nn'I.n e.-TY°I-a w'rr-y,,�.N m"' common M 6" an-Gomer• above (must Stook over well .,rAa1 Tw°I w.b one- oncanter Web ailFFense at below) .Iw hImh-d row ao NOT Blocks required each Side Blocking paneb Lowed from ursrnomn Mnpr. " or I-I/4" -I/4" True � rg et 53W above Jolt rim may be roqulred With ❑ Q Blocking ,/� True Joist board al S9�Imam below. edehow w otell 1 I-I/f l" ,. `L w,lmm p L mmawl b Y c ve or rim board• Tx block@ owe nail - IOd [3') owe mall - IOd (3") 1. ( �"��l t-Irs•fn srl"s.r. man hobo lunN/nbr box at 6" min box et 6" rollw..keuw oowrwendrnrrrm.n I n -censer• ancenter Remove tongue and ga ve BI BIW vlan�" Table A-End Support From Floor penal edged Bou or ma,I'm 2x4 min mum MirImam dtsfancefrom edgemhole to lnaldetswmnaenateM au ort IwrYxw.N supported by 1" e-Rlm to - Ida (2-1/2'7 Stell proper blocking Web etiffanar. squash ASFm rw ROUND HOLE SIZE SO ARE OR RECTANGULAR HOLE SIZE ensure quality neillnvq•. common a 4" to Support all ane, roqulred each r r' r Stn• rd tar Ir 2• r r So et v- o• TJI Nm onventlonal construction ode min/mum for Ppo p blocks owlet on-carts ry ad sw aide at BIW and Use 2x4 minimum a eats le aro^ rr• _' aro' rr• Yr• *' O with A3 only,See A3. Joist tremor's /� 9 B2U �' Ann• 2. ra^ 2r aro• •o r Yo• rr^ e'a AI q2 Mum have fa4'minimum A3 3.1 3. 3- et A3ony'Saouide AwA3. -True Joist IAq d'See Tors Joist Fmmar's Packet Guide for B2 B2W B3 ®3 CB block. to tranerer load lie I. ^ r^ " este, it Joletbeadng mends pecffiealions. eddRknal installation VaeMeatbns. Around TJI Joist ere I'r• ra' s'o" n'o rr• '.^ .^ I tie ^ I I 10 length of b-m• .a aro" ra' 'o• 'd A. F 2b" M.., e TJI Joist e" diameter maxlmum hold Nall True Joist rim Attach reinforcement 4'O" w h nF minforcemont and for III - 16° des board to blocking cm ^ I'O' 'r" V ° aro^ III ^ m Yo• nJt 8' diameter maximum hole p with conneotlmne W Joist with one ad tic ' Web etiffanar, 3/4 For II-l/8" - 16" de61,ep Filler block. Use blocking panele: 6 • uivalent to (2-1/21) common Fell as Nall through 2x. wood backer me r ^ 'c• _. " 'r• -011 with diameter maximum for and required leach e" for it-1/9" max d deep on one Aide M dMme maxiorcement b king mum For B� " and length blocking panels I deep True Joist Atlaeh reinforcement deckin echadule each orner n euuean TJ[ Joist web with 2 rows II aHM W4 'o" 'o^ 'o• Ys^^ io .. a� e8 old t E blocking Pamela; 6 E1, both eidee blocking panele 41/2" deep TJI Joists. ore orAwr than 12 Ion rim board J Blo k ng pa e b Blockmg & to owlet with one Bd (3 ) common Falb at 6 w r ^ 'a I'a• a' 'r diameter mexinum for AL E3 or Srter then 12" long. Do rot w! Flanges- (2-1/2'7 common Hell et Joist. Nell to top roe rl-center, clinched. Uea tar. =w I'.o La' 'ta" f locking penal. Id I/2" deep plate with conro ilom led (3-V2") nolle with =°° 'o' re 'o• aro^ s'-o^ .•o r r '' ° ^ or Shorter than 12" lore. CoDnot cut flanges. True Joist each corner equivalent to docking ew I'G^ 'o' h.o• Ib^ s'a or Io'c r r 'a• e' II' ua^ rim board 3-1/2" Tit Janet LDo not cut flanges. 12" length of achedule. r•Ili r e• tar Ir u• n^ A• r r Ir Ir it Ir True Joist n9 flange widths. 2a ,Q A, .6^ rim board tterXl 3/4" 12" length of IV Seo miaoreemem to mImroroemem 3/4' em r 'rV 'o• 'a• 2' t'.o^Io'. ' I'C !tach retrforcement ° Joist web still 3 am one Sid, at r-11FarGemleet - m• n Ib" I'C I'o' Va" Ib' r-0' ab 'r' n'r' Ia'r" s'-C rue jolt rim to Joist with ed (2-1/2') rows IOd (3'7 E8, both eidee on one .Ida at Wood A board common nolle al. 6" on- common Halle e! an" et E6 ET, both .idea A dLsc able B-Intermediate or Cantliever Support A soler. When biker \ J� • Mlnl um metsnu from edemhalen Insideface ofnunsl lntermsdlme or ranllluersu ort A On ^tar, clinched. M EB �\ Face grain m¢\ reinforcing both \tdL1' Use 2 rows with IJ-1/2" Les6 then Le,s tMn -\Uti \w �N`\ W� ROUND HOLE SIZE SCIARE OR RECTANGULAR HOLE SRE horlrorrtal Sides, nolle. 5" \f N) p Tit a• r r tun" .4 n- tar r r r -1 S n- tar stagger and II-l/8" Era O OO 5n FI fP'\B LJr` Ot' EI EIW E2 O E4 TA Joists. ns 'r' r., slow r• '+•• Not far use with 3-IQ" TJI e.frr 2% eb" r" tar' Mo' Joist flange widths m ^ r 4• Yr' aro' 4'r^ Tr" a rr^ n Filler block Attach with ten IOd (3") box WEB STIFFENER ATTACHMENT m rte" sr eo so = nails, clinched, Use tan man " lam^ ]e aro^ Yr^ .•, ' e' r , EXTERIOR DECK ATTACHMENT Option Ith Irl®"minimum ,w = 4. o•11 yam. eraS. o. led (3.1/2'7 box ^aIle From Structural exterior AAplysubgooradh"lva tom! TA Joist blocking with ere 2.3/4° maximum roc ' each Aide with 3-I/2" ,9, o, o- Web stiffeners 7JI Jolet Flange widths, g J 112 o ' o eheethin CBl,taetsur/aCaa kn installed eL I/3 owlet me required If eidee or use fifteen nails with Backer block span location using Three Ed (2-1/2') box Falls, l"' xa o 'o' 'r• sr^ o'o 'o^ mk hen do not lar all Flash! Iq ////�j we • r aro" s '-.•M<• Va• Ya• +'o e'a a' merger y TJI Joist depths Instill tight to top Buh plats' 'III /J �M' two ed (2-1/2") IlreMad sa r,o• r,o• r s'r" a r.o• e'c' a Io. " t. support a! least 3/8" greeter Lhen 16'. flange (tlghL to huh plate with Ins& Treated 2x_ \su box Mlle a Thea land (3-IR% box nellls ]le ^ r, e' r r of iJl Joist lop bottom flergd with fors of«c11 u boom Iadg 5 IF ` 2-11 screws, at 3-I/2"TJUolet flange widths I,. ] r o r ^ ^ o• r • \I 0 t IGaI Ila2"� Yee I'n" Ib• Ib" s'd' 'r r Fro' ILD^ r.o• Tr" u'-o' Ia4" • fie a Fees mount 9P Web tiff Far each Seo Ib^ ra• vow° r• Y ^Ivo' I5C aro' ra• ]'r• e'o'N'r^ b'o° wow° mg-1 Attach Sea rests+ True Joist Opt n •2: I„I I side. Bee elzee r r IF tar v W Ir r r r Ir tar tar m with Fartan IOd (3'7 table blow. Maintain rim board 2x_strapping [ntalled H below. =w Top box one, dlncMd 2” distance (minimum) From \�o at 1/3 Joist span Tight fl! '°• e ^ ei ' e'A. 1 IS =,r. locat I LU tIFFS, oil all far z 111 flange ear both sldeeulble. edgeledge lo�enfetener- r.sam« directs applied calling or uuo 1-1/2"11/2"bxB2-5/b" m81 3/16 /e" xtP-5/16"min o1.,my berloc.wav�inlwny ryunew• r ^ tmminwmJ ter^'a 'neon " Hangar 2-I/2' Serowe r ola! !1-1e ear Ib^ . 11 Fara noun! ackar block NlvwsM.lads Penond^who«. _ Po J ^rwnw hone AOI t TJ 413 LA N'IAAOM1 d001690 NAI NA P hens g O 2-I/Ian' 3/4" N 2.5/16" min oJ-I�° x4 2b/6 minim •F�lec.mww rr Ixewd tuns unfeNw lw n etre.I ul.b.Leeva Va'eF web by end bol of holo, of web with y PP g Mtn knottuouts At efprax y —der.tNy do ret IF..,hole O tn•bOhwM1 051760 32n/NA hen 9pecMedon the layout,afro ar more of 9 Foots tum .rob or Guise,mw.mid duce worn,eel .duwbl.Iwo wlrnlled m ewe..=.-Iw x 111. a three bracln oPtloni shown UmuaN bG P e Y+^ Y f the rr4"ree pro 9 HI H2 J O nwlnum Nv roulud hole may be Ixelyd«llv ulna or ur,pix.p.n peVlwa no Durr roto occur In th,spice. rPllmlam. -O news.earo bw.d On the nmmum unmans load.•hewn In clmm.Ten Jm.t prodwi gy,do..For other toed caMlnom OF inti eommo rdiow comb.your rel.Joist mandow mstiI BEAM and COLUMN DETAILS LLOWABLE HOLES • Beams and Headers BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE r x auatw or to Iwgwt Fele rnlmmum /JB�_� BEARINGATWALL WINDOW HEADER CONNECTION WALL �GLIl9f1UUu� Joist f=raming /ero�N n Q Allowed Mb em wgwandr&O .owy Trus Joist rim board Strap per code IF elwking IA�h In tlw[Abrelhwln. or blocking for top plate Is not. p N1 a«ry breclrg I" ROUND HOLE CHART lateral support omewru d 6'ohoush er sum va.pwr Anew.d rot.mel 1rs,pr 'I �I COntIFVJOte over Sun oernl nAxMun ace heedar EI eteMec"•Gewd erld n11. Nota Ana 811em Floor Joist framing 4-a/e I. toren M Sall II.Ir nIm Fp unlfamlly Iwdetl bwN ody. dose not require bridging two ed(b1rs9 NII.mimmin 4. t la/+' (.end uMRNINe). • F:.cunglle isle we rot Ylw.a, l-Id n]O ]" or mid-Span blocking No hole In aerubv«. e..1 weewn e.uwwaxx.um top flatge ; hdrgdf � No now. In H.adre of been In plink al.ntmlon. FAGS mnUFL H2 Farallon PBL or hanger Op NniGwl M/alY All LI n mA lam rend L2 L3 GY«ldim/w tw.of RIF bora Joln O Bee current True Joist ILp¢mnetuntroetedwoodfromdlrectcnt t bp'•I• TJI JOIST ATTACHMENT eI BEARING LSL Column literature for framing tit commte A3 Tit Joisttoawdng Plate ebord Sgmsh Simko to TJI Jo (Load hurl^ wallabova GnnnaG nn II��77 Orr led M")box CONNECTION OF MULTIPLE PIECES OF sweeub�mwtb seam NII Imo e h nrg. dl on.ed C•-VY'J TOP•LOADEDU BEAMS 1 box nen eeeh BEARING AT COLUMN ( 1 eo..@Iw Nib Tit am Jeln e, ergbet i-0l4^Wldtl1 Pbaa: tri John sews 1-Int' m -a/4•mnnlmr nun Minimum of 3 rose IOd (3" x 0.128'7 Mlle at 12" 0.01 rima boas lid rg A2 T t We euppel+.a-Irs' vaI Parallam PBL or Mlnlnwm or 4 rows IOd (3" x O.DB') Mlle at ELEVATEDCOLUMN mlrlm At mornmdl«e duproort TlmbarStrwcl LBL 12" a... for 14" and deeper beams BEAM OCCOLUMN COLUMN BASE BASE 6I LI dG.roArer:c.nmutlsinpuMbnlG column If using 12d (3-I/4'7 or larger Mlis the HI NurwNrNwlrowfeYfb capacity end bamn number of mailing route maty be reduced +cm, rt bearing length. by one. I IU1fYl -shrink B7Rlm[oTJlJobt routThus Joist bee eurrem a.1R"WIrNh Plaeas: O tub.Tei ren Ifereture. dom Minimum or 2 roue 1/2" bolt' Lan B3 Jame,ismedlfled Scree W.rdr nm Tax nor at 24" O.C. etaggwod one, Jsut 0),- web«mM..wnlrmme.n. - O woe Nowhhame WmwbN.anelwW,°«wnnolYm lweWHONe.w.n. P ]-toreste"-]-wore We. ']")6w'Wh.r'•'°d euYl(g Use B1 or B2 at Tapilo«tee N.•[rn John,flag. Nano Falling a'belong maybe mqulnd with 34 JO'W mediate hearings 1-6161 (3-1/r)tw Ne al..«x L5 yjoaded mulNlrmamberbeams.Refer to current PI P2 P3 Ownh bleekm rte/Nm�w LF9 P prei load bearing or Shear rA vow ctllnmfun- 1I er lOwns Wall from above «c,nah OFF epprwt Br.ced em win BEAM ATTACHMENT at BEARING FASTENING of FLOOR PANELS .e.w e a tum Tme Join rim board cioent anCrd«ewdna Pr ties - H WARNIINe box NYIBW Til rn.JAln nm G.d TN.hMI«M WL Mm.11un LVL waYlan PSL Oew lGd fbe." listed 210 TWe,.n Ad NO I• td? 1-0n'«INGT Il rich Yee or • pIW nnh n,Ir..nemylaay;,Nr.MNp rob«n b.rlrg, WP-In'hwmmwl 9-ld y b' +^ en bminlmlzauM Mmelmum.ly,,;d minlF henda -v2 ard 10d 13^l,t]d Is-1n'l ummsn 4-In" a' b' + a a" a rd 1]•IlTl hml bin 9' 6' rod less 12E0-tn^7 Gar a" ]^ e" +" INSTALLATION TIPS eWmand-,-m- 1. mrermnnb G.dre 4' 4' 4" 4' Beb(lom rxhelve willImprov.(loon Performance,but L4 YteHor Deck .plaittlrg N Pletsaewe. 10dibin"1 Amman µq, +" IBu enu Aim aII 6• may rot be required d . when Jel.0 w doubled a nor-load beat,Paralleltlachment prutmn,.pr Je .peer smI tr.midth or use wen amount,muddT (n wnb w m�mrlw mar man www Iwn°wwG unt, Rewmarded Nllllg Ie I2" enc.ntm in flood end 6".Fund ewfe ear pludolne or HVAC ehl,ah'"B YM,thlrA.dA..Nelllrl8 re wmandonu on rnewsom d wMaulne•arommu r AdatloNl Jolt A piuni leg drop(em tl.blN. as Naruw AMT(Yfneel wwnend«nN. Mentes dareaaetl. WARNING lowma roue mace ter anet«I.ot in-rid n�wed, Lwn IumGrmry,MA 14 qqs a pt..mey ter mew wwwo far M tl-II NII.IF nitron perov«lon Probst O wnriNbaaaon. Be.AIJ.GwAet£ ,f Joists an unstable tion ironed IMnity ai I' Into be Tit J.I.rY is bard b.chimed d wood HOLF-0 from alreat H3 Breeing Includes: Fenwl pn4imd«r hunk Raw �f woad with -elockl, •him idown MIXIM1Vn fpCllla of or le, L'pyJ aeNNw. •.1.1 •RIn BOYd err w(Ofthd re 1e.S le'oroem.r DO NOialbw wakenrowela on cost uw. •Rim Joe DO NOTatscabulld/ ms OF Y y am JTIY wmuT g-•ter then Ha/+", W orvcem« Joists on unsheamaplsL,. � /��{�}/•�ac,�(,��JT°, until Intended. over bums or gJ•D %�jl" 9 FILLER and BACKER BLOCK SIZES ehwn.a Jol mluorMl b ' " " "� 1NJURVMAVRESULt TJIFlAO.vMms tsV^ bene" sate• T-vr Jola e.rirg pwu to a WARNING NOTES: C _ _ rwd"I"g drop be nwh with Inde A Weyerhaeuser Buelnees S O.Pm ally« u• arse« Icor o-trr« u•sr tear flen• 11 « Ger food,or mans or Lack of eonuwm brproperbndng tludng construction can result In asdous eeclGMa.Undernoml� Ne M W tarn• it-rte• tar 11-Tin Ie• 20• IV 20• Equal block.and blocking peel.carry.LL.ck.d brA fallowing guidelines m ob"msd,accidents will be Avoided. Nlbrawail• 2nn•I/ Two Two Two V«tO.I seed.(count.DI and II Imakirg cut the lox.^Nzf ]w as ire" a/A" IM In" Ywelnlrg ab ya yip web or.TJ Joist(with tab.un.l )M sot a L All blww modI Manniwte ra•dammin works Or Meakin,peen.. �, 'h O.rim soma ed rex sousetuneel"mun0ofthe TJIJeb Sunb- a mm.mmmu s. Caltliswr Flll« 2W ]xl0 =IIA+3/B]xlo.a/B elan. ]aria• =.W.I wrnglln Ilk..bice"end ill r r exwlne week,ew b.mwblle.a a hW.Her OI Iw by.inti tun Scow ti some Bel 4b' bb" x+wlhl18 nrdln/8 .heYFleg .hAthirg I.'et epplleYale .wPux.a bu.Irpr.y w P-n'w•m a.ok awlrinB'rrl.l.e a tl."I"'w" a min retie-no or tel by. Q rj0 ([r No fpllobl �-1y tensing Ili•d Or (minimu.l myt h NIIr•J b a bp-tl-M w ar rh-•IMe IIk-•mskr 0,w.b wen ml I NP lon, Ien9 •1'-n"large O" boa 4b'Iorgb'4'long B,bnekwwg•Ie-11 r nehmen Ir hierly Pe Imt Im Noir lige mNcueil to bile- syr a(uln S assessor p/e" ear 3/4'w 4,aAlnlr rtW b- wow, . I sm enM1 Til JAM bees erWYwl IoW Sri W Pl.eetl an b ryn-n. (DMI Ft 3/4° Ve" I'Hot 2rb ]are 2x12 6.Fvee«eaell.Wrr-qulN til .e rg en Meer. am) NMj-r rut nwln V.1611 alnhln.blNw A ln'nm w-elQnwn< 'Mw[•.•ery.lnw.w WN[I..N IIrbMMM1rm°wllxa.e. ar N'WV r"V dl°b{.w M tk eptllTWWdo ®w em wd xkarm mmAmn=• a °e r'mm. mans°� . This sheet is intended as a supplement to the Trus Joist Framer=s Pocket Guide, which should be referenced for additional information. ADDITION AND ALTERATION SOUND BEACH DRIVE, MATTITUI NY PG. April 18, 2007 5CALE1/4" m i'O° JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ RAFTER WALL STUD ENDWALL f I CRIPPLE STUD BOTTOM PLATE 0 RIDGE BATHTUB LEDGER HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION ]ST. ADSS HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON I LOCATION JUSPNUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS.UNDER WALL 2ND. ADSS ALL OPENINGS lSTA12 1-1/4"x12'20ga.STRAP APPLY TO EACH JACK STUD ROOF lSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2z6-2X8 LS26 189a.SLOPE HANGER APPLV TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE ANCHOR PLATES OF 1ST.R00R.CONNECT THROUGH THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS1 RT3 OR 0.T7 TYOOWN ANCHOR APPLY TO EACH CRIPPLE STUD I 2%10 I LS210 118ga.SLOPE HANGER APPLY TO EACs RAFTER/LEDGER BLOCKING @2410C WALL STUD THROUGH-ROOF E%HAUST 0<� VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP Li CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST i ' .• •• •• •• ,• SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING BLOCKING - - - - - - - - FINISH WALL AND MOISTURE .2.4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL—MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GlfffER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. '� THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 4"-B" LSTA24 1-1/4"X24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF V.INCH IN DIMENSION. SOFFITED EAV E W-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND 50 AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT GIPIU ARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCONG BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16' LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS ` e"-12"RAPIER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS \ JEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4INCHES Ll LILL,li I BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4INCHES THROUGH VENT WOOD JOIST TOP PLATE GIR SIDE WALL FLASHING WOOD JO WOOD JOIST 18T.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBERI DESCRIPTION APPLICATION AND RAKES - PROVIDE HEMMED EDGER 60 RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 46 4"-e" LSTA36 1-1/4"06"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION JUSP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT1S TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO INSTALL 4'0"O.C. CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS SHRINKAGE. 1/2"HIGHER THAN LVL HEADERS 9"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK NTNG PLATEIWALL SPTH4 STUD PLATE ANCHOR CONNC{T OVER OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ON ALL OPENINGS PLATES TO EACH STUD DBL.SILL PLATE TERMITE SHIELD • t SUBFLOOR SILL GASKET WOOD JOISTS ` - NEOPRENE -- TVP.CONC•FOUNDATION A 6MIL.CONCSLAB _ - - V GASKET - BOLTED TO STEEL BEAM I2YXo /2xS CONTINUOUS WOOD PLATE D IL POLY ON EXTERIOR C 6 MIL.POLY a V GRANULAR FILL � 1, � � - I/2 " DIA, BOLTS s 48" o.c. STAG. EMIL POLY ON EXTERIOR � I n i • V STEEL COLUMN • � � i 'q A '' ROOF]ACK I\^ �� i STEEL BEAM • v \ CONC.SLAB ' 'e - • V // I e• ° C A 1% `, 4" x 1/4" x S" STEEL V H COMPACT FILL • ROOFING LAPS TOP AND BOTTOM PLATE n A ^ WITH 1/2" x b" ANCHOR BOLT KEYWAY FOOTING o V A • 4 FLASHING AT e ° G1'N •- a CONC.FTG. 'q 0'e G o USE WITH 3X3 SQUARE WASHERS SIDES AND TOP I 1/2" GROUT : 0 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) p REINFORCING BAR FOUNDATION 5/M DIA.ANCHOR BOLT 3" STEEL COLUMN DRAIN TILE P ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS TIO KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION I STORY 770C - TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATI TYPICAL CONC.FOUNDATION.APPLY PILASTERS ON WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3"STEEL COLUMN ANCHORED TO 24"#4"z12"CONC.FTG. CRAWL SPACE FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WALL BOTTOM TE TO LAS-ON FOUNDATION 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL SLAB-ON-GRADE ' SUBFLOOR GONG.SLAB DOOR FRAME 6X610/10 WWM GAORGE I G —JOIST COMPACT FILL USE 2X8 I FOR BLOCXOUT STEEL BEAM i 4' BLAB v I SLOPE P.T.PLATE W/ &Xb WMM 4"DRIVE WAY NOTCH JOIST AND ADJUST HEIGHT 1/2"AIRS CE < 1 • " T Irz3 (WITH A NAILING PLATE IF NEEDED) ' •9' AT END AND °` '•e °' . - TO BE APROX. 1/2"OR HIGHER THAN A,.p•p IDES OF WOOD ` D " o- A •. . •. STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE e d (�Q-Ya''�'Y--'`-i • 4 � • ,d_ • d_ 01: A . BEAMS °. 4 o• e, • • , (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) li s 6X6 W.W.M. a„• d a • —Til .A q p ° •A • n r—SUBFLOOR Y 12" e D o A Q.e Q.q Al , NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM • � '• I—I I y 0 O 1 e ^ NOTCH EQUALS 1 4 DEPTH OF BEAM O o 1 MIN. a/ d REINFORCING BAR , b �• REINFORCING BAR Q / • 0�7015T •DE�'p/j DRAIN TILE It ►I •° SHEET METAL/30#FELT UNDER BEAM AT POINT —STEEL BEAM 12" - ' OF CONTACT WITH CONCRETE OR CONC.BLOCK W TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " • ° 3 SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) p 'W REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT FO 0 M1 v� BEAM POCKET QgOFEs ADDITION AND ALTERATION SOUND BEACH DRIVE, MATTITUCK, NY PG. 10 Aprll 18, 2007 I 6�I/4" = I'O" JA WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFAGTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. ` L KING STUDS -{}— 4"DIA.MAXIMUM CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA RAFTER GROUND WIND SEISMIC FROST WINTER ICESHIELD LEDGER SNOW SPEED DESIGN ATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 46 LEIS. 110 S SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE z f RAFTER JACK STUDS :o RAFTER-TO-LEDGER CONNECTION HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA. BOLTS@16"OC WITH WASHERS RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION I 1).Unless mherwise noted,all framing material to he#1 ACO pressure treated lumber. LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFFIA/LEDGER ALL OPENINGS lSTA12 1-114"z12"20ga.STRAP APPLY TO FACH LACK STUD All fasteners,hangers and anchors to be gaivinlzed or steinless steel. STAIR RAILING ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO FACH RAFTER 2X10 LS210 S8ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete plers shell he anchored with proper steel connectors anchored 1-1/2"SPACE Into concrete with a minimum i/2'dia x 7'long anchor boll with washers and nuts. MINIMUM 3).Posts supporting girders shall be anchored to a minimum 24"x24"xl2"thick concrete footing.Use a minimum 1/2"dia x 7'long anchor bolt with washers and nuts.Footings Shall RAFTER he 3 R.below grade. HANDRAILS 4).Deck joists to have blocking at 8'0 o.c.. RAFTER 5).Flashing shall be Installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger M be Fastened to building with ill"dia.halts with washers POST and nuts at 16"o.c. TOP PLATE 6).Concrete piere shall he a minimum 6'above grade. TOP PLATE 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored BALUSTERS RIMIDECK WALL STUD JOIST--R_ to girder(s). OPEN BALUSTER ATTACHED TO WALL WALL STUD 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).All metal connections and fasteners In direct contact with ACO shall have the proper HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coal from the manufacture. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH SH THE STAIRS. SS THAN 1-114" NOR OF MORE HANDRAILS RAFTER/PLATE RTl6 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-i/4"NOR MORE THAN 2"IN4"-6"RAFTER RT10 10.3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.QALY.BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CT PLATE/WALL SPTH9 STUD PLATE ANCHOR PLATES TO EACH STUD SHEATHING:ROOF PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/e"x 209a.T/DOWN ANCHOR DONNE TO HJOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL PANEL Bd AS PER TABLE 3.8 WFCM-SBC 4"MAX. 4"DLI.MAXIMUM GIRDER/HEADE ROOF FRAMING: GIRDERMAOER NAIL JOINT DESCRIPTION QTY SPACING NOTES Z JOIST POST/COLUMN ° ° RAFTER TO 8'WALL:3-81 COMMON EACH E o ° TOP PLATE 10'WALL:4-81 COMMON RAFTER TOE-NAIL 4*n POST/COLUMN CEILING JOIST V WALL:3-Bd COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL GIRDER/HEADER e CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC IAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE PHOLLOMWCOLUMN USP NUMBER DESCRIPTION APPLICATION TORAFTER WFCM-SBC END NAIL DECK/PORCH RAILING MN P85441 PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE SPLICED JOISTS OVER HEADER/GIRDER TO RAFTER 2-8d COMMON END NAIL MNP65fi6/PBSEfi6/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTIONLOCATION USP NUMBER DESCRIPTION APPLICATION SIMPSON STRRI/2 I H.C. ANCHOR APPLYTOEAC"COUUMNI USE MIN.(2) 1/2"DIA. GALV.BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST 70 RAFTER ENO NAIL BEARING TU PLATE WALL FRAMING: GIRLIE JOINT DESCRIPTION NAIL NAIL NOTES ® QTY. SPACING TOP PLATE TO 2-16d COMMON PER FACE NAIL ° TOP PLATE FOOT WOOD JOIST TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL STUD TO 2-i6d COMMON 24" FACE LEDGER GIRDER/HEADER CONCRETE PIE STUD O.C. NAIL o HEADER 70 16"O.C. FACE WOOD JOIST WOOD JOIST HEADER 1 Ext COMMON ALONG EDGES NAIL TOP OR BOTTOM 2-116d COMMON PER 20 STUD END PLATE TO STUD 3-16d COMMON PER 2X6 STUD NAIL BOTTOM PLATE To: FLUSH JOISTS WITH HEADERIGIRDER DOUBLE 2x FLOOR JOISTBAND JOIST, 2-16d COMMON PER FOOT FACE NAIL (MINIMUM) END JOIST OR BLOCKING CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION I LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR OR BEAM I LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS TO ALIAW FOR SHRINKAGE. REQUIRODRED (2)BEAMS PAU44 OR W5Vt POST/BEAM ANCHOR APPLY TO EAOt PIER FOR STU (3)BEAMS PAU56 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER DECK FRAMING: FLASHING TUCKED UNDER I I TOP PIECE OF SIDING AND JOINT DESCRIPTION NAIL A NOTES QTY. SPACING LAPPED OVER FIRST CONTIN. JOIST TO: 4-8d COMMON PER TOE PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING TOE 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT TO JOIST END NAIL 2-ed COMMON CONNECTED TO BLDG.@I6"OC POST BLOCKING 2-ed COMMON EACH TOE MINIMUM TO JOIST END NAIL WOOD JOIST END DISTANCE BLOCKING TO: EACH TOE SILL OR TOP PLATE 3-1fid COMMON BLOCK NAIL BLOCKING LEDGERSTRIP EACH FACE MINIMU 3-i6d COMMON FLOOR FRAMING , o -ENO CE ° TO BEAM JOIST NAIL 2x JOISTS 1 •••Y 12"x12'z12" ., JOIST ON LEDGER 3-Ed COMMON PER OE CONCRETE FOOTING TO BEAM JOIST IL WOOD GIRDER •1 ° ,4, ,`"" ,`�V BAND JOIST PER JOIST HANGER v > TO JOIST 3-16d COMMON JOIST I(ti PO,9 BLOCKING FOR • • •„ ' LAG BOLTS ° HOLLOW COLUMN UPLIFT BAND JOIST TO: PER SILL OR TOP PLATE FOOT RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRR1/2 2-1fid COMMON AI O SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURES RECOMENDATIONS DECK POST FTG. CONNECTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION W DECK/PORCHLEDGERCONNECTION USE WITHRTIOTVDOWNANCHORS 4X4POST PAU"ORWE44POSTIBEAM ANCHORAPPLYTOEACH FOOTING m z 6X6 POST PAUG6 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING tFFA ApOFE$ P ADDITION AND ALTERATION SOUND BEACH DRIVE, MATTITUCK, NY PG. April 18, 200T SCALE 1/4" • 1'O" JP GENERAL A * lO� '+ NAILING SCHEDULE ' tel f*ie Int `7 WIND FRAMING NOTES PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION =U RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTION NOTES 15UILr>fNG USE RESIDENTIAL DWELLING When a colar te Is used in leu each end of the collar neednot exceed eed the tabulated number of fid nails ir of 1 Od common nthestrap. QTY. SPACING UILDING HEIGHT 29`2 1/Y' CONSTRUCTION NOTES: RAFTER To IT 3-Bd COMMON EACH TOE-NAIL 1).The information within this set of construction documents Is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION EXISTING LIVING SPACE: 1401.9 SQ. FT. Intent and framing details.They are Intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3.8d COMMON EACH TOE-NAIL ADDITIONAL LIVING SPACE: 1468.5 SQ. Fr. for generally accepted good building practice and compliance with current New York accordance to able 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL:4.8d COMMON JOIST Sate building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOISTTO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 1955 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECT( N AND GENERAL NOTES 2).The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 meets current federal,state,county and local codes, ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not all in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even If In variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-BCOMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOdW LOAD) 46 3). Dimensions shall oke precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (6LEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches In concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade, 115 inches in masonry block foundations,or lapped under construction means, methods, techniques,sequences, or procedures, or for safety the plate and nalled in accordance with table 3.3b,When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties QTY. SPACING s fora bottom plate,3 inch square washes shell be used with the anchor bolts.Anchor bolt EXPOSURE CATAGO Y C specific use expressed or Implied In the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bola are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 1 GENERAL. NOTE PAGE INTERSECTIONS 4- 16d COMMON EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NO AGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls witha minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON EGRESS SE F 00 PLAN AND WINDOW SCH U STUD D.C. NAIL attached with Bd common nails at 6"o.c.at the panel edges and 12"o.c. in the field, and FIRE PROTECTION gym'' 7).The General Contractor is to consult with the owner for all built-in Items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS such as bookcases, shelving,pantry,closets,trims,etc. edges and 10"o.c. in the freld shall be In accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (SMOKE t CO2 DETECTO S) in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD ENDTRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3. 16d COMMON PER 2x6 STUD NAIL GY CALCULATIONB RESCHE K 3.6 RELEASE Is 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: lengthlexterior edjustme tactorsishall nable3.;gherequlremenlsoftable3.15a•btimestheappropriate FLOOR JOIST,BAND JOIST, 2- 16dCOMMON FOOT FACE SEENOTE:11,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans, elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil. Interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. CITY. SPACING 45 LBS. 120 B SEVERE 3 IT. MATE SLIGHT TO ODER11 NONE 3), Provide 112"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occufing in exterior or unheated interior areas. 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL 4).An new concrete walls ben attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Any g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar, 18"long al 12"o.c.. Use approved epoxy for Installation. 3 5 SHEATHING LOCATION A7 PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be BLOCKING 2-fid COMMON EACH TOE q'PERIMETER EDGE ZONE Bd COMMON G O.C. O COMMON 6"O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ (a? to be minimum 3-1/2 Inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3- 16d COMMON EACH TOE INTERIOR ZONE Bd COMMON @ 6"O.C. Bd COMMON @ 12"O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6).Crawls aces to be provided with a minimum 18'x24'access opening. Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4.O.C. Bid COMMON @ 4"O.C. SEE NOTES: 1,3 P P attached with the above requirements. 3. 16d COMMON 8x16 cast Iron foundation vent for every 150 sq.R.of area. � TO BEAM JOIST NAIL 7). Dampproot exterior of foundation with bituminous coating as per section 8406 of DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Bd COMMON JOIST NAIL TOE NOTES N.Y.S. Residential Construction Code.A 6-m11 polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACO pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walla prior to backfilling. Al fasteners, hangers and anchors to be galvinlzed or stainless steel. TO JOIST 3- 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak, 8), Drainage as per section R405 of N.Y.S. Residential Construction Code. 2 . Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. P Girders on concretpiers shall be anchored wih proper steel connectors anchored SILL OR TOP PLATE 2- 18d COMMON FOOT SEE NOTE: 1 2). Tabulated 12 Inch o nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"die x 7"long anchor bolt with washers and nuts. ROOF H THIN For framing members with c0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. 1).All taming techniques and methods as prescriptive design of 1995 SBC High Wind NAIL NAIL 3s Posts supporting girders shall)be anchored it a 12"hers and thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. QTY. SPACING 3}.Tabulated 4 Inch o.c. nail spacing assumes sheathing to ratter/truss framing members with G>0.49. For Use a minimum IMP die x 7" long anchor belt with washers and nue. Footings Shall r e 3 ft. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 Inches o.c. 2). Unless otherwise noted,all framing and structural wood material to be#2+ BTR. below grade.Porches with covered roofs shall have 12"rile. concrete piers for the girders. STRUCTURAL PANEL fid ASPER WFCMAS CBLE 3.8 Douglas Fir. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4), Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3). Floors,walls, ceilings and rafters to he spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be Installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION Ledger to he fastened to building with tl2"die. bolts with washers and nuts QTY. SPACING SEE NOTES: 1,3(BO7N FIELDS) where needed. 4'EDGE ZONE Bd COMMON @ 6"O.C. fid COMMON @ 12"O.C. 4). Unless otherwise noted , all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD ( ) WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE fid COMMON Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all @ 6-O.C. 8d COMMON @ 12"0.C. SEE NOTE:3 openings.LVL headers to have(3)Jack studs and(2)full length studs on each side of 6). Concrete piers shall be a minimum 6'above grade. WALL SHEATHING: openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 41 and 6'D and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. CITY. SPACING 5 .All flush beams/headers to be Installed with bee dui alvinlzed hangers and B). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the comers, the 4 foot edge zone attachment requirements shall heavy y g g PANELS 8d COMMON WFCM-SBC be used. g q anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6). Double up boor Joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be Installed as per N.Y.S. Residential PLYWOOD fid COMMON 6"O.C.FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be ver9led for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" D.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"D.0. FIELD 2).Verify septic system with the(Engineer for Suffolk County Health Department approval. 3). For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 7). Provide blocking/bridging in floorjoists at 8'0 o.c.. Use solid blocking in floorjoists FLOOR SHEATHING: NOTE' under all bearing walls. 3). If wall studs, plates or joists are cut out during Installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION CITY SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Provide insulation baffles at save vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS V O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed' HVAC SYSTEM NOTES V OR LESS 8d COMMON 12"O.C. FIELD 1). PROVIDE 518"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Unless otherwise noted, all roofs and walls to have a minimum V2"thick,4-ply Fir 1). Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety NOTES. 2), USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Unless otherwise noted use 314"thick TSG PTS Fir or Advantech plywood subfioor 2). HVAC subcontractor is to fully coordinate all system date and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8 - FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. Flreblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfioor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction In the following locations. g Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8'thick type-x sheetrock.All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have regular 112"sheabock.All wags to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels. Concealed horizontal furred spaces shall also be flreblocked at intervals not exceeding 10 such as shear plates, shall be used to maintain load path, feet, Batts or blankets of mineral or glass fiber shall be allowed as fireblocking In walls constructed 12).All roof with a Flat less than tap shall be installed las an Ice a Water border or 1).All electrical to be Installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPOM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be perrnitted to be reduced tot - 16d nail per foot. 2). At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, - 13).All sill plates and wood In contact with concrete to be pressure treated. Sill plates to 3). Insall Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings, �r�OF W y0 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal, of N.Y.S.Residential Construction Code. tiP y .DEE d, 9 3). In concealed spaces between Bair stringers at the top and bottom of the run. Enclosed spaces � under stairs shall comply with Section 8314.8, N.Y.S. Residential Code. rc w 4).At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage ofi flame and products of combustion. A VIA vV1, 5). For the fireblocking of chimneys and fireplaces,refer to Section R1001.16. N.Y.S. Residential Code, 4FE� ADDITION AMC) ALTERATION SOUND SEAGH DRIVE, MATTITUCK, NY PG. 12 1AprII 18, 2001 scaLs1/4" = 1'0" ')D