Loading...
HomeMy WebLinkAbout35578-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 4/23/2012 CERTIFICATE OF OCCUPANCY No: 35556 Date: 4/23/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SINGLE FAMILY DWELLING 945 Gillette Drive, East Marion, Sec/Block/Lot: 38.-3-2 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/30/2010 pursuant to which Building Permit No. 35578 dated 5/24/2010 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: one family dwelling with attached two car garage and covered front porch as applied for per ZBA #6149, dated 5/29/08. The certificate is issued to Donald & Susan Hohn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 4/23/12 R 10-01-0129 6/7/11 35578 5/4/11 Donald Hohn ~ed Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35578 Z Date MAY 24, 2010 Permission is hereby granted to: D & S HOHN 24 BAINBRIDGE AVE MELVILLE,NY 11747 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE GARAGE UNDER & PORCH AS APPLIED FOR PER ZBA #6149 at premises located at 945 GILLETTE DR EAST MARION County Tax Map No. 473889 Section 038 Block 0003 Lot No. 002 pursuant to application dated APRIL 30, 2010 and approved by the Building Inspector to expire on NOVEMBER 24, 2011. Fee $ 2,980.40 AuthoriZed Signature COPY Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 aad sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5.. Commercial building, industrial buildiag, multiple residences and similar buildings and iastallations, a certificate 0fCode Compliance from arcbitect or engineer responsible for tire building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildiugs (prior to April 9, !957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. [fa Cefftificate of Occupancy is denied, the Building Inspector shall state tile reasons therefor in writing to the applicant. C. Fees Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50 00, Alterations to dwelling $50.00, Swimmi*~g pool $5000, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00 2. CertificateofOccupancyonPre-existingBuilding- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Location of Property: q ~-~ ~" House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Sufdivision Permit No. Health Dept. Approval: Old or Pre-existing Building: Street Date of Permit. Block Filed Map. Applicant: Underwriters Approval: Planniag Board Approval: (check one) Hamlet Lot ~ Lot: Request for: Temporary Certificate Fee Submitted; $ ~) ~ ~ Final Certificate: (check one) Apphcant $~gnature Town Hall Annex ,51373 M~fin Road ILO. Box 1175t Southold, N Y 11971-0!),59 Telephone (631) 763-1802 Fax (631) 76.3-9,302 ro.qer, richort~,town southold.n¥.us BI ~ILI)IN(, 1)I~,1 AR 1 MI..N 1 TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Donald Hohn Address: 945 Gillette Dr City: East Marion St: NY Zip: 1193g Building Permit #: 35578 Section: 38 Block: 3 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt Wall Fixtures ~.~ Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture~.~ Pumps Transformer Appliances Dryer Recpt Emergency Fixtures[.~ Time Clocks Disconnect Switches Twist Lock Exit Fixtures L-J TVSS Other Equipment: modular house, NY State approval #19-51419, mfg-Future House, serial #4960, sight built basement, 200a over head service Notes: Inspector Signature: Date: May 4 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P,O. Box 1179 Soullaold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOT,D CERTIFICATION Date: q~- 2- 3 ~ / 2-- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of (Plumbers Signature) CONNIE D. BUNCH Notary Public, 81ate of Now York No. 01BU6185060 O Qua#fled in Suffolk County r-,/. Omrtflealon Expire~ April 14, 2 '~..~ Notary Public~_~~ County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK~i.~u._~ __ i ~ ~ ~ DATE ~ - ,,~3 ~/o INSPECTOR~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 //iNSPECTION [~]/FOUNDATION 1ST [ ] ROUGH PLBG. ] FIRE RESISTANT CONSTRUCTION [ [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [' ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ REMARKS: .,/ / DATE ~----~-~ INSPECTOR ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [/~~ []FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAr,,, 1~ INSPECTION [ ] FIRERESlS1',~1'C01A'lli,CTI0. [ ]FIRERESlST, VITI~E?RATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ~FRAMING~~ [ [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRATION DATE INSPECTOR__'~~- ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ~...ROUGH PLBG. [ ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY INSULATION FINAL FIRE SA,-,' i ~' INSPECTION [ ]FIIEIIESlST~'rc0NS111UCTi~ [ ]FIRERESlSTAIfl'PENETRATION REMARKS: [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRB RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~..~LECTRICAL (FINAL) REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ~NSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~/r~ ~ ~ DATE 3 '-- .~o - / ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [/~ FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE iNSPECTOR /~*/~~'''~ TOWN OF SOI~'HOLD BUlLDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold/ Examined 20 __ Approved //~/~. Disapproved a/c "~ Expiration ,20__ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you .have or need the following, before applying? BoardofHealth J~ lO -O1-01 2, cl 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Contact: Moil to:_Donald Hohn 24 Bainbridge_Ave_Melville,NY. 11747 Phone:_632-423-3016 Date INSTRUCTIONS ,2008 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applieent or name, ifa corporation) 24 Bainbridge Ave Melville NY 11747 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OWNER Name of owner of premises __Donald + Susan Hohn (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: 945 Gillette Dr House Number Street County Tax Map No. 1000 Section_473889 Subdivision Marion Manor (Name) Block East Marion Hamlet ~ ~ ~s ,~Ol Filed Map U~ ~,~~ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant_land b. Intended use and occupancy new primary_residence dwellling_ 3. Nature of work (check which applicable): New Building___X Addition Repair Removal Demolition Other Work Alteration 4. Estimated Cost $500,000.00 5. If dwelling, number of dwelling units__ If garage, number of cars 2 Fee (Description) (To be paid on filing this application) __Number of dwelling units on each floor__ 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front na Rear__ha Depth __ha Height na Number of Stories na Dimensions of same structure with alterations or additions: Front na Rear na Depth na Height na Number of Stories na 8. Dimensions of entire new construction: Front__56' Rear__56' __Depth .._48' N 70' S side Height 25'3" Number of Stories 1 9. Size of lot: Front 100.00' Rear 100.03' .Depth _131.49' N 134.05' S side 10. Date of Purchase_Dec 2 2004 Name of Former Owner Christopher & Sharon Toro 11. Zone or use district in which premises are situated __R40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X__ NO__ 13. Will lot be re-graded? YES__ NO X __Will excess fill be removed from premises? YES X NO__ 14. Names of Owner of premises Donald & Susan Hohn Address 24 Bainbridge Ave Melville NY 11747_Phone No. 423-3016_ Name of Architect .._Avis America_ Address_Han~ St Avis PA 17721 __Phone No_570-753-3700 Name of Contmctor._Sound Builders_Address 29 Lafayette St E Hampton NY 11937_Phone No. _324-8200 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO X__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. 9* b. Is this property within 300 feet of a tidal wetland. YES__ NO__X * 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: COUNTY OF Suffolk _Donald Hohn Susan Hohn (Name of individual signing contract) above named, (S)He is the ~wners being duly sworn, deposes and says that (s)he is the applicant (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 ail statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. 200~' Sworn to before me this (~o'lb day of ~h~ Qulllflld #1 8Llffolk ~ Signature of Applicant TOWN OF S~THOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 76~!802 FAX: (631) 765-9r~2 ~'. mor~ilfo~L.me't/Somdlo I(I/ nmovea ,b'-- t'~ ,20 /o BUILDING PERMIT APPLICATION CHECKLIST Do'y~ have ~ need the tollOvan& betide a;~lyin~t PERMIT NO. ~ l~uil~g Inspector Board of Hcallh_RI 0-101-0129 4 s~ts o~'Building Plar~ Sm~ey April 29 2008 Check Se~ic Form Como1: Mail to:_Domdd Hohn 24 Bainln~lg~_Avc_M~lvillc~Pf. 11747 APPLICATION FOR BUILDING PERMIT ~ato_Ap~l INSTRUCTIONS 2010__ TOWN Or SOUIHOLO gW?'EP. a. This application MUST be completely filled m by typewri~ or m ink aad submitted to the Building ~ ~ 3 sets of plans, accurate plot plan to scale, Fee according to sd~lulc. b. Plot plan showing loc~co of lot and of buildings oo Premmes, relalicoship Io adjolnln~ Plcouses or ~lic ~ ~ c. The work covered by this application may not be come,aced before issuam:e of Building Permit d. Upon ~pproval of lhis application, the Building Inspector will issue e Building Pemfit to the applicant. Such a penmt shall be kept o~ lhe premises available for inspection lhroughom tbe wo~ e. No building :dudl be occupied or used in whole or in prat for aay pmim~ what so evc~ ~l ~ B~l~g l~ roues a Ce~flcate of Occupancy. £ Eveoj I~ilding permit shall expire if~he work aulbe~zed has not commenced within 12 months afl~ the da~ of issuance m* has not b~n cmnptetcd within 18 months ~om such date. If no zoning mmmdn~nts or o~h~ regulations afl. ting tbe APPLICATION IS HEREBY MADE to tl~ Building Dcpagm~mt for the issuam~ ora Building Permit pmsuant to thc Building Z~c Ordinance of the Town of Southold, Suffolk County. New Yod~. and other applicable Laws. O~dlmmc~ or ~pplica~ agt~s to comply with all applicable laws. mdinanccs, building code, housing code, and ~-gulalicos. afld to admit authodzcd mso~tm~ ~. ..... ' ........... ' '-- ......... {Signature of ~li~t ~' ~ if a coqxm~) 24 Bainbridge Ave Melville NY 11747 (marling adO~ ofar~icanO , m'chitcct, cnginc~, general conUactor, clccUicia~, plumber or builder Name of owner of premises __Donald + Susan Hohn (As on the tax roll or latest deed) If applicant is a corporation, sign~um of duly amhorized officer (Name and title of corporetr officer) Build.rs License No. Plumbe~ Liccme No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done'. 945 Gillette Dr East Marion House Nmber Strut Hamlet County Tax Map No. 1000 Section_473889 Subdivision~_Marion Manor (Name) Block 38 Lot 3.2 Filed Map No.~2038 Lot _24 2. State existing usc and occupancy of premises and intended use and oeeupancy of propused construction: a. Existing use and occupancy vacant_land b. Intended use and occupancy new primary reaiden~ dw¢llling 3. Nature of work (cheek which appli~blc): New Building. X__ Addition Repair Removal Demolition Other Work 4. Estimated Cost $400,000.00 Fee 5. If dw¢llingo number of dwelling unils __ I If garage, number of cars __2 Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor I 6. If business, commercial or mixed occupancy, specify nature and extent of each typo of usc. 7. Dimensions of existing siructurcs, if any: Front na Rear na _Depth Height na Number of Stories na Dimensions of same stnJcture with alterations or additions: Front na Rear na Depth__na .Height.__na Number of Stodes __na Dimensions of entire new coustruction: From 56' Rear 56'__ He~ht 25~3" Number of Stmies I .Dcplh __4T N 70' Size of lot: Front 100.00' __ Rear 100.03' Dcl~h _131.40' N 134.05' S side__ I 0. Date of Purcha~_Dee 2 2~.~Name of Former Owner Christopher & Sharon Tom I 1. Zone or us~ district in which premises are situated R,IO 12. Does pmpuscd construction violatc any zoning law, ordinance or regulation? YES ZBA//6149 determination May 29,2008 13. Will lot be re~graded? YES__ NO X Will cx~ess fill be r~moved from pmmises? YES X NO__ 14. Names of Owner of I:n~nuises Donald & Susan Holm Address 24 ~ Ave Mehd~ NY 11747Phone 631-885-0207 Name of Architect _Futuee Homes Technology Inc 33 Ralph St Port Jen~ NY 12771_Phone No._845-856-9033 Name of ConUactor_Donakl Hohn 24 Bainl~dge Ave Metnille NY 117467_Phone No. J~1-885-0207 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 feat of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. X 16. Provide survey, u~ scale, with accurate foundation plan and distances to properly lines. 17. lfclcvation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF_Suffo{k _Donald Holm Susan Hohn (N~ne of il~vidual signing contract) above named, (S)He is the ~owncrs being duly sworn, deposes and says that (s)he is the applicant (Conuaetof, Agem, Coqx, me Officer, etc.) of said owner or owa~s, and is duly aulhodz~d to p~rform or have i~rfonned the said work md to make and ~e ~s ~li~; &at all s~r. menls comained in fl'.is ~0plic~io~ are tree to the best of his knowledge and belief; ~ ~ ~ ~ ~H ~ perfonacd in the mature' set forth in the ~plication filed therewith. Sworn to before mc this Signatu~ of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 6, 2008 AMENDED: March 17, 2008 TO: Donald Hohn 24 Bainbridge Ave. Melville, NY 11747 Please take notice that your application dated February 7, 2008 For permit to construct a new single family dwelling and accessory shed at Location of property: 945 East Gillette Drive, East Marion County Tax Map No. 1000 - Section 38 Block 3 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed new single family dwelling, on a non-conforming 13,277 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states that non-conforming lots, measuring less than 20,000 square feet in total size, require a minim~ml front yard setback of 35 feet and a maximum lot coverage of 20 percent. The proposed construction notes a front yard setback of 25 feet and a total lot coverage of percent. In addition, the proposed accessory shed is not permitted pursuant to Article III, Section 280-15, which states that accessory buildings and structures shall be located in the required rear yard. The proposed accessory shed is noted as being located in the side yard. This Notice of Disapproval was amended on March 17~ 2008 following the submission of a new ~in~eviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. APPEAL~ BOARD MEMBERS Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net Mailing Address: Southold Town Hall 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ~,~,, ZONING BOARD OF APPEALS ~-~x~ xr ,\ TOWN OF SOUTHOLD ,~._~ ;i,,'7 '? '"~i', ~, Tel. (631) 765-1809 o Fax (631) 765-9064 x\\~'" '" i*INDII~/GS, DELIBERATIONS A ND DETERMINATION 3x3 < , ~'i'~' MEETING OF MAY 29, 2008 ZBA # 6149 -Apphcation of Donald and Susan Hohn Location of Property: 945 East Gillette View Drive, East Marion CTM 38-3-2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS: The applicant's property consists of 13,277 square feet and is shown as Lot 56 on the Map of Marion Manor, filed March 18, 1958 with the SuffoLk County Clerk. The property has 100 feet along Gillette Drive, lot depth of 134.05 along the southerly side property line, 100 feet along East Gillette Drive, and 131.49 feet along the northerly side property line. BASIS OF APPLICATION Request for Variances under Sections 280-15 and 280-124, based on the Building Inspector's March 17, 2008 amended Notice of Disapproval concerning a proposed new dwelling and accessory shed structure for the following: (a) the new construction will exceed the code limitation of 20% for lot coverage; Co) the new dwelling is proposed at less than 35 feet from the front yard lot line; (c) the proposed shed will be in a side yard rather than a rear yard. ZONING CHAPTER 280 OF TOWN CODE (formerly Chapter 100): Zoning Code Section 280-124, which states that non-conforming lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 25 feet and maximum lot coverage of 20 per cent. Also Zoning Code Section 280-15 which states that accessory buildings shall be located in a rear yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 24, 2008, at which time written and oral evidence were pr~ented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF (Original Request): This is a request for variances pertaining to the proposed front yard setback of a new dwelling, proposed lot coverage by building area greater than 20%, and the proposed location of a shed. The original proposal shown on the March 11, 2008 surveyor map prepared by John T. Metzger, the new single- family dwelling was planned in a location 25 feet from the westerly front lot hne adjacent to Gillette Drive instead of the code-required 35 feet, and proposing to locate an accessory 8 ft. by 10 ft. shed in the northerly side yard. In addition, a total lot coverage was requested at 24.5 per cent for all building area, instead of the code limitation of 20% (maximum). Page 2 - May 29, 2008 ZBA #6149 - Donald and Susan Hohn CTM 38-3-2 AMENDED AREA VARIANCE RELIEF: During the April 24, 2008 hearing, the applicant was asked to bring the plan into more conformity with the code. During the hearing there were objections raised by the closest resident with concerns regarding the setbacks of the proposed home in relation to their home immediately adjacent on the south side, and asked the Board to consider increasing the side yard on the southerly side to 15 feet instead of 10 feet. The applicant stated he would relocate the shed on the north side of the house at a minimum of 10 feet from the side line which would permit the southerly side setback to be increased another five feet (from 10 feet to 15 feet), and agreed to submit alternative On May~08, the apphcant submitted the following site maps as alternatives regarding diagram(s). the front yard set'Sack, ~ind a shed at +/- 10 feet from the northerly side, as well as increasing the southerly side yard setback from 10 to 15 feet: (1) surveyor site map date~A~pril 29, 2008 increasing the westerly front yard setback for more conformity~r~om 25 feet t 3ck~.~eet, reducible easterly front yard setback from the code-required 35 feet t 3c(~bet; and lot coverage total ~ (maximum); (2) another o~on a surveyor site plan dated May 1, 2008 which would increase the westerly front ya_r~fr.~,.~ 25 feet to 26 feet while maintaining a conforming 36 feet from the easterly front y/agd, and a lo, coverage total at 24.5% (maximum). / REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The majority of the lots in this development contains one-quarter acre in size and many have required variances related to the construction of a single-family dwelling. The northerly adjacent lot is vacant, and the southerly lot is improved with a single-family dwelling. Variance requests are common in this residential development of approximately 59 nonconforming lots containing an area of less than 30% and located in an R40 Zone District. Lots containing a larger lot size do not commonly require lot coverage variances, and approximately 13 lots in the immediate area are larger than this property. An estimated 85 percent of the entire subdivision is improved with single-family dwellings. This property, like numerous other lots in the immediate area, has two code-defined front yards and two side yards, without possibility of a code- defined rear yard. The lot has frontage on two streets (one at each end of the property), rather than one street for the remainder of the development. The applicant also is increasing the code-permitted side yard from 10 feet to 15 feet for greater conformity with the code and to address the concerns raised by the adjacent resident-landowner most affected on the lot line between the two properties. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed modular home is not able to be re-designed or cut in size, which results in little to gain in the area of setbacks from specific areas. 3. Town Law §267-b(3)(b)(3). The variances requested herein are substantial, and are the maximum the Board will approve. 4. Town Law §267-b(3)(b)(5). The difficulty has been self created inasmuch as the applicant is choosing a modular home. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this Page 3 - Ma~29, 2008 ZBA #6149 -Donald and Susan Hohn CTM 38-3-2 residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Grant of the alternative relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of his property, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Chairman Goehringer, to DENY the application shown on the original plan dated March 11, 2008, and to GRANT Alternative Relief as shown on the surveyor site map revise~9, 2008~by John T. Metzger, Land Surveyor, Peconic Surveyors, P.C.~ ~J Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconform!t~yz. ~_.~_~.} Board: Ayes: Members Goeh~ili~r (Chairm~,~,~d We~man. Nay: Member Dinizio. Vote of the Absent: Member Simon. This Resoluti6nwas duly a pte (3-1-1) - ~ / - GE ARD PTGOEH N gR, 6/ 200S  .- Approved for F~hng ~ FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK RIVERHEAD, NEW YORK 11901 STATE OF NEW YORK) Title No: 3003-226882 VARIANCE SEARCH SS: COUNTY OF SUFFOLK) CAROL DOCKSWELL being duly sworn, deposes and says: That she has a place of business at 400 West Main Street, Riverhead, New York and is over the age of 21 years and that she is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK. That under her direction, title was examined to the parcels of land described on the annexed Schedule and labeled Parcels: A, B, C, D, and E That said examination, dated 2/20/2008 disclosed a Chain of Title to determine if any contiguous property was owned by an owner of the property involved since the date of any previously applicable Zoning Ordinance as of 1/1/1957. And, that this affidavit is made to assist the Board of Zoning Appeals to the TOWN OF SOUTHOLD to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the troth thereof. Sworn to before me this 17th day of March, 2008 FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK BY: Carol D~ockswell Clearance Officer Mary E. Miles Nol~ry Public,State of New York Title No: 3003-226882 DESCRIPTIONS PARCEL A (SUBJECT PREMISES) ALL THAT CERTA1N PLOT, PIECE OR PARCEL OF LAND, SITUATE, LY1NG AND BEING IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK, KNOWN AND DESIGNATED AS LOT NO. 56 AS SHOWN ON A CERTAIN MAP ENTITLED, "MAP OF MARION MANOR," AND FILED IN THE OFFICE OF THE CLERK OF THE COUNTY OF SUFFOLK ON MARCH t 8, 1953 AS MAP NO. 2038, SAID LOT BEING MORE PARTICULARLY BOUNDED AND DESCRIBED ACCORDING TO SAID MAP AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY SIDE OF GILLETTE DRIVE WHERE THE SAME IS INTERSECTED BY THE DIVISION LINE BETWEEN LOTS 56 AND 57 ON THE AFORESAID MAP; SAID POINT OR PLACE OF BEGINNING BEING ALSO DISTANT 75.00 FEET SOUTHEASTERLY AS MEASURED ALONG THE NORTHEASTERLY SIDE OF GILLETTE DRIVE FROM THE SOUTHEASTERLY END OF A CURVE HAVING A RADIUS OF 25.00 FEET AND A LENGTH OF 39.27 FEET WHICH SAID CURVE CONNECTS THE NORTHEASTERLY SIDE OF GILLETTE DRIVE WITH THE SOUTHEASTERLY SIDE OF MANOR ROAD; RUNNING THENCE FROM SAID POINT OR PLACE OF BEGINNING ALONG THE DIVISION LINE BETWEEN LOTS 56 AND 57 NORTH 64° 51' 10' EAST 131.49 FEET TO THE SOUTHWESTERLY SIDE OF EAST GILLETTE DRIVE; THENCE ALONG THE SOUTHWESTERLY SIDE OF EAST GILLETTE DRIVE SOUTH 26° 36' 30" EAST 100.02 FEET TO THE DIVISION LINER BETWEEN LOTS 55 AND 56; THENCE ALONG SAID LAST MENTIONED DIVISION LINE SOUTH 64° 51' 10" WEST 134.05 FEET TO THE NORTHEASTERLY SIDE OF GILLETTE DRIVE; THENCE ALONG THE NORTHEASTERLY SIDE OF GILLETTE DRIVE NORTH 25° 08' 50" WEST 100.00 FEET TO THE POINT OR PLACE OF BEGINNING. Carol Docksweil, being duly sworn, deposes and says that she has a place of business at 400 West Main Street, Riverhead} New York and is over the age of 21 years and that she is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK, that the above is the true description of the subject premises and of the adjoining premises as shown on the record in the Variance Search under the above captioned title number. BY: '~-~Cat;~i l~Yo6kswell Clearance Officer Sworn to before me this 17th day of March, 2008 Nolarv Public. State of New York Ixio: O1 M{608~351 Commission Exp.: Nov 12, 201 ~ DESCRIPTIONS CONTINUED ALSO, known and designated on the Real Property Tax Map as: DISTRICT: 1000 SECTION: 038.00 BLOCK: 03.00 LOT: 002.000 Title No: 3003-226882 PARCEL B (PREMISES ADJACENT NORTHWEST) DISTRICT: 1000 SECTION: 038.00 BLOCK: 03.00 LOT: 001.000 PARCEL C (PREMISES ADJACENT SOUTHWEST) GILLETTE DRIVE PARCEL D (PREMISES ADJACENT SOUTHEAST) DISTRICT: 1000 SECTION: 038.00 BLOCK: 03.00 LOT: 003.000 PARCEL E (PREMISES ADJACENT NORTHEAST) EAST GILLETTE DRIVE Carol Dockswell, being duly sworn, deposes and says that she has a place of business at 400 West Main Street, Riverhead, New York and is over the age of 21 years and that she is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK, that the above is the true description of the subject premises and of the adjoining premises as shown on the record in the Var'}¢!~, Search under the above captioned title number. BY: ~ ~-~'~ '~/ Carol Dockswell Clearance Officer Sworn to before me this 17th day of March, 2008 Mary E. Mfles N°~W Public, State of Ne ~o.: .0~ MI6083351 W York CHAIN OF TITLE Title No: 3003-226882 (A) SUBJECT PREMISES: Edwin H. King Dated: 10/24/1952 To Recorded: 11/7/1952 Peter Blank & Son Liber: 3433 Cp 289 Peter Blank and Peter Blank, Jr., as sole partners of Peter Blank & Son To Peter Blank and Peter Blank, Jr. Dated: 3/6/1959 Recorded: 3/9/1959 Liber: 4596 Cp 247 Peter Blank and Peter Blank, Jr. To~ Manor Grove Corp. Manor Grove Corp. ~ ~o and Sharon Toro, his wife Dated: 10/15/1965 Recorded: 10/19/1965 Liber: 5842 Cp 509 Dated: 12/20/1996 Recorded: 12/20/1996 Liber: 11807 Cp 140 Dated: 9/5/2001 Recorded: 9/21/2001 Liber: 12143 Cp 158 Christopher Toro and Sharon Toro TD°onald Hohn and Susan Hohn, his wife Dated: 12/2/2004 Recorded: 12/17/2004 Liber: 12361 Cp 47 Last owners of record STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Carol Dockswell, being duly sworn, deposes and says that she has a place of business at 400 West Main Street, Riverhead, New York and is over the age of 21 years and that she is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK, that the above is the tree description of the subject premises and of the adjoining premises as shown on the record in the Variar~r,e Search under the above captioned title number. /~. Ca~'~l ~ockswell CLearance Officer Sworn to before me this 17th day of March, 2008 Commission Exp,: Nov i2, 20 CHAIN OF TITLE (B) PREMISES ADJACENT NORTHWEST: Title No: 3003-226882 Joseph Cherepowich and Sophie Cherepowich, his wife, a/k/a Joseph Czerepowicz and Sophie Czerepowicz, his wife To Peter Blank & Son Dated: 6/27/1952 Recorded: 7/2/1952 Liber: 3374 Cp 163 Peter Blank and Peter Blank, Jr., as sole partners of Peter Blank & Son To Peter Blank and Peter Blank, Jr. Dated: 3/6/1959 Recorded: 3/9/1959 Liber: 4596 Cp 247 Peter Blank and Peter Blank, Jr. To Manor Grove Corp. Manor Grove Corp. To Albert R. Smith and Patricia C. Smith, his wife Dated: 10/15/1965 Recorded: 10/19/1965 Liber: 5842 Cp 509 Dated: 11/5/2001 Recorded: 11/13/2001 Libel: 12152 Cp 632 Albert R. Smith and Patricia C. Smith, his wife To Albert R. Smith Last owner of record Dated: 5/12/2003 Recorded: 5/19/2003 Liber: 12251 Cp 873 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Carol Dockswell, being duly sworn, deposes and says that she has a place of business at 400 West Main Street, Riverhead, New York and is over the age of 21 years and that she is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK, that the above is the true description of the subject premises and of the adjoining premises as shown on the record in the Variance Search under the above captioned title number. BY: Ca~:oi'Do~well Clearance Officer Sworn to before me this 17th day of March, 2008 ~ ~ ri ir,~ ,P??llc, State of New York Commission Exp.: Nov ~2,Y20 ~ CHAIN OF TITLE (C) PREMISES ADJACENT SOUTHWEST: GILLETTE DRIVE Title No: 3003-226882 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Carol Dockswell, being duly sworn, deposes and says that she has a place of business at 400 West Main Street, Riverhead, New York and is over the age of 21 years and that she is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK, that the above is the true description of the subject premises and of the adjoining premises as shown on the record in the Variance Search under the above captioned title number. BY: Carol Dockswell Clearance Officer Sworn to before me this 17th day of March, 2008 CHAIN OF TITLE (D) PREMISES ADJACENT SOUTHEAST: Title No: 3003-226882 Edwin H. King To Peter Blank & Son Dated: 10/24/1952 Recorded: 11/7/1952 Liber: 3433 Cp 289 Peter Blank and Peter Blank, Jr., as sole panners of Peter Blank & Son To Peter Blank and Peter Blank, Jr. Dated: 3/6/1959 Recorded: 3/9/1959 Liber: 4596 Cp 247 Peter Blank and Peter Blank, Jr. To Manor Grove Corp. Manor Grove Corp. To Robert Vitelli and Nancy Vitelli, his wife Last owners of record Dated: 10/15/1965 Recorded: 10/19/1965 Liber: 5842 Cp 509 Dated: 8/11/2001 Recorded: 9/4/2001 Liber: 12139 Cp 647 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Carol Dockswell, being duly sworn, deposes and says that she has a place of business at 400 West Main Street, Riverhead, New York and is over the age of 21 years and that she is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK, that the above is the tree description of th~¢.su]oject premises and of the adjoining premises as shown on the record in the Vad/afice)gearch under/t~ abgve captioned title number. Carol Dockswell Clearance Officer Sworn to before me this 17th day of March, 2008 CHAIN OF TITLE (E) PREMISES ADJACENT NORTHEAST: EAST GILLETTE DRIVE Title No: 3003-226882 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Carol Dockswell, being duly sworn, deposes and says that she has a place of business at 400 West Main Street, Riverhead, New York and is over the age of 21 years and that she is a Clearance Officer of FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK, that the above is the tree description of the su~ct premises and of the adjoining premises as shown on the record in the Vari~ Sem;~:h under th~e above captioned title number. / ~// Carol Dockswell Clearance Officer Sworn to before me this 17th day of March, 2008 *~ry E. fy!ires Full Screen Image Viewer Page 1 of 1 1000-038.00 - ~.~ Suffolk County C~r ,~tt Offi~ Page: 5 http://fast.firstam.net/imaging/pub/pages/preview.html?Repository= fastrepos.firstam.net&... 3/17/2008 B.R:g BUILDING PERMIT EXAMINER CItECKLIST Applicant: ~-~ ~L~t~ Jq/~n,x_ *Date Submitted: ~-'~° - ! o Date Reviewed: .5- I~t - I o SCTM# 1000- 3 g-- ,3 _ ~, Subdivision: ,~-~¢rt/l'~an,t&t. Zone: /~- '/fO Conforming? Property Address: ~t,,g'(i~') ~ ~)~ City: ~-o.~/q~Pre COs? Owner: EstimatedCost:~tO,,,'O~ Building Permits (Open/Expired): BP -Z / C/0 Z- ~ Info: BP__-Z / C/0 Z- , Info: 8ingle & Separate Search Reqalred?~Y~r N Determmat,on: ~ Z~ m ~. ~t Size: . ACT. ~t Size: t~l/ ~O. ~t Cov. ~o~ACT. ~t ~v.~,~ ~Q. Front ~ ¢ ACT. Front ~a ¢ ~Q Side ~ ACT. Side ~Q. Re~ PROP. Re~ ~Q. Height ACT. H~ ~ ' ~ ~' ~ ~_ .~ - Project Description~' - - -~ ~ ~~ ~ ~ ~g~loO~ ~, Waterfront. Vo~ ~~~X/~ ~ '~, lfy~, water body: ~ Panel~_ f~'~ Flood Zone: ~ Bul~ea~luffDistance: ~ ADDITIONAL APPROVALS REQUIRED Suffolk County Health'~r N- If yes, *Bed#: ~ *Date: ~'/~'lO[*Permit#: ~ I O-0 I-O/ll~Town Septic:~)or - If no, certification required: Y or N Received: Y or N By: NYS DEC: raE-DECga/TS Y o~ Date: / / Permit ~: ~ Notes: Southola Trustees: Y. o~ Date: / / Pe~ - ~ or NJ Letter - Notes: Southold ZBA:~rN-Date: ~/~,/O, Permd '~;Zotes~ ~ ~ ~~ Southold Planning: Y o~ Date: /~/ Permit ~: .- Notes: Town Landmark C of A: Y o~TE: /__/ *~S CODE Compliance (page 2)~r Fee Structure: Calculation: Foundation: o3,, ~ 7 7 SF i. ( SF)- ( First Floor: 3 ~- ~-0 SF Second Floo~Tr/e.'~ i q 0 .q- SF Other: SF 2. ( SF)- ( Total: 7g 0 I SF SF)= SFX$ =$ o9-00, oo + Initial Fee: $_ + Additional Fee ( ): $ & 7 ~ 0 , hr0 SF)= SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ °q"c~ g O, /4-0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: ~) ~ · Ground Snow Load: 20 Wind Speed: 120MPH x// Selsmle Design Category." Weathering: Severe __ . .Frost Depth: 36"__"/~ Termite: M-H' V~ Decay: S-M Design Temp: 11 v/ ' Ice Shield Underlay: YES w/ Flood Hazards: ~-- us~occurmuc¥ C~^ssn~ICATION: / ff~ ~. -HBIGIirr/FIRB ARBA: oF CONSTRUCTION: Wo*d DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE Fu~L FP. XUINC DESIGN ELEMrNTS: '~/~ HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: LUIYIBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: .NIISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT'8%:~N ~rENT 4 % NAILING/CONSTRUCTION MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIILE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN:(~N CERTIFICATION: Y/N ENERGY CALCS TOTAL COMPLIENCE?~ (RETURN TO PAGE ONE) Town Hail Annex 54375 M~n Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: NO.: Phone No,: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: ~.~_~7 ~ Tax Map District:1000 Section: ~ ~ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Block: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: YES ! NO Rough In YES / NO Temp Information (If needed} *Service Size: 1 Phase 3Phase 100 150 200 *New Service: Re-connect Underground Number of Meters Additional Information: Final 300 350 400 Other Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 945 Gillette Drive East Marion, N.Y.11939 November 7, 2011 Southold Building Depaxtment Southold Town Hall 54375 Rte 25 Southold N.Y. To Whom It May Concern: This letter is to request a extension of Building Permit # 35578 for my home at 945 Gillette Dr., East Marion. I anticipate that I will be able to complete this project within the next 6 months. Yours truly, Donald J. Holm ~ON~TRUCTION FORA ONLY TEST HOLE By McDonald Geosclence 5/I 8/01 ~ 26 Dark Brown Silty Sand OL Brown Loa~ Sill ML Pale Brown Fine to Coarse Sand CL. EL 25.0' I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide b.v the conditions set forth there/n and on permit to construct. the The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others. ANY ALTERATIQN OR ADDIITON TO THIS SURVEY IS A 910LATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA~4 EXCEPT AS PER SECTION ?209-SUBDIVISION 2, ALL CERTI?ICA?TON$ HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON, ELEVAtiONS ARE BASED ON AN ASSUMED DATUM. CL.EL. 26.4' o¢ CL. EL. 24,8' CERTIFIED TO, DONALD HOHN SUSAN tlOHN AREA = I3,27750. PT. SURVEY OF LOT 56 'MAP OF MARION MANOR" FILE NO. R058 MARCH 18,1958 AT EAST MARION TOWN OF $OUTHOLD SUFFOLK COUNTY, N.Y. 1000-38-03-02 SCALE: 1'-- 30' JAN. 21, 2008 CL.EL. 25.9' "P/ECONIC SOF~YORS, (651) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1250 TRAVELER STREET SOUTHOLD, N.~. ~7~ 07-232 SCDHS ~.'~f "k DRIVEWAY (?ERVfO~JS) ,572 x O.IF x O.~ = 55) cu./i, , 505 ,:u. ll, ~ ~= 59,27' ~o5/22.~ = zz VF ~ PROVIDE ¢ LPs. 6'¢ . 7' DEEP OR EQUAL 0 ~ r _~ ....... ~.. :'~ ~ Stt~ ) - ~C) iq. Il. , ~ ~ I am familior wi~h fhe STANDARDS FOR APf-'~OVAL AND CONSf~UCTION OF SUBSURFACE SEWAGE DISPOSAL ~YSTEMS FOR SINGLE FAMILY RESIDENCES and will oblde by the conditions set forth there~7~ and on the permit to construct. The location of we/Is and cesspools shown hereon ore from field observoO'ons (:nd or from doto ontq~ned from others. ANY ALTERATION OR ADDItiON TO 7ZHI~ SURVEY iS A V, OLAnON OF SECT/ON 7209 OF THE NEW YORk~ STARE EDUCAT/OF LAb'. EXCEPT AS PER SECTION 7209-S'JPJDIVISION 2. ALL CE/'TIFI?A TIONS HEREON ARE' VALID FOR THIS MAP AND CD,PIES THEREOF O'¥LY iF SAID MAP OR COPIES SEAR THE i~PRE$SED SEAL OF T-IE :~URVEYOS WHOSE SIENA TURE APPEARS HEREON. ELEVATIONS ARE BASED ON AN A~SUMED DA TUM. SURVEY OF LOT 56 ']JAP OF ~ARION MANOR' FILE NO. 2038 MARCH 18,/95~ AT EAST ]~ARION TO 7;/'N OF SO UTEIOZ, D SUFFOLK COUNTY', N.~. 1000-38-03-02 SCALE: 1'= $0' JAN. 21, 2008 · 1'"'; 22 'z.--',, f, ...... : MARCH II~ 200~ [LOT COVERAGEI P.O. 5'0~' 9OD '"' :::o ERA,.,: 07 232 RAIN RUNOFF CALCULATION$ HSE. ' 3E46.6 ~ 0.17 x I ~ 55E cu. lt. SHED' 80 ~ 0.17 ~. ! = 14 cu. lt. DRIVEWAY !PERVIOUS1 572 x 0.17 ~' 0.4" 39 cuJl, 605 cu. fl, 605/EE.$ = 27 VF PROVIOE 4 LP$. 6'~ x 7' DEEP OR EQUAL $CDHS ReL# R10-01-0129 IL= 39,27' o 0.5' 3' 17' TEST HOLE B~ McDonnld Gnoscle~co /18/01 I ~.--26 Dark Brown Silly Send OL Brown Loomy Slit ML Pole Brown Fine to Coersn Sm~d LOT COVERAGE HOUSE' $166.6sq. fl. SHED ' 80 $~.II. 3246.6_~ COVERAGE CL.EL. 25.0' I om familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will ob/de by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others. ANY AL.TERA770N OR ADDI~70N TO THIS SU/~VEY IS A V10LA770N OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION ?209-SUBD/~ISION 2. ALL CER77FICAITONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ELEVATIONS ARE BASED ON AN ASSUMED DA TUM. vo~ ~Oc CL. EL. ~ 2¢.8' AREA = ,I CERTIFIED TO, DONALD HOHN SUSAN HOHN /:$,.,777 SQ. F~. CL.EL. 26.4' SURVEY OF LOT 56 'MAP OF MARION MANOR' FILE NO. 2038 MARCH 1B,1958 AT EAST MARION TOFN OF SOUTHOLD SUFFOLK COUNTY,N.Y. 1000-38-03-02 SCALE: 1'= 30' JAN. 21, 2008 MARCH I'1~ 8008(LOT ~OVERA'GET Ap,"'/ ~'~, CL.£L. 25.9' ~ c... OF NE~,. ~ P~CONIC (631) 76~-5020-m~X~'T631) P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N. K 11971 · 4961, 765-1797 07-232 SCDHS RBL# R10-01-012'9 RAIN RUNOFF CAL CUL A TIONS HSE. ' 3246.6 ~ 0,17 ~ I = 552 cu, tl, SHED' 80 ~ 0,17 ~ I = 14 cu. lt, DRIVE~A Y (PERVIOUS) 57~ , 0.17 ~ 0.4 . 39 cu. fl. 605 cu. fl, 6o5/~z.3 . z7 VF PROVIDE 4 LPg. 6'~ ~ 7' DEEP OR EQUAL SBly s~ OL 8row~ ~o~ SSI P~le Brown Fine lo LOT COVERAGE HOUSE- 3166.6~q. 11. SHED ' 80 3246.6 so. Il. $246.6/15E77 = LOT COVERAGE I om familiar with the STANDARDS FOR APPROV/AL, AND CONSTRUCT/ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will ob/de by the conditions sat forth therein and on permit to construct, the The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others. ANY ALTERATION OR ADDI~70N TO THIS SURVEY IS A t4OLA~70N OF SECTION 7209 OF THE NEW YORK STATE EDUCA~70N LAW, EXCEPT AS PER SECtiON 7209-SUBDI~IS/ON 2. ALL CER17FICA ~70N$ HEREON ~ VALID .FDR THIS_ MA~. ~,~..CDP~ES.. THEREOE_ ONL T IF _ SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVE fOR' WHOSE SIENA TURE APPEARS HEREON. ELEVAtiONS ARE BASED ON AN ASSUMED DATUM. CL.I:'L. 24.8' AREA CERT/FIE') TO' DONAL,'.: HCHN SUSA N .~lOl~tN CL.EL 26.4' -5. = /3,2775Q, ?~. o~ CL.EL. 25.9' JUL 27 2010 BLDG. DEPT. TOWN OF SOUTHOLD SURVEY OF LOT 56 '~AP O? ~ARION i~ANOR' FILE NO. 2088 ~ARCH 18,1958 AT EAST MARION TO ~N OF SO UTHOLD SUFFOLK COUNTY, N. ~. 1000-$8-05-02 SCALE' 1'= $0' JAN. 21, 2008 MARCH I'1, 2008 (LOT COVERA~747 I_Y I1, 2010 (foundefion) [ I 'PECON/C SO~YORS, P.C ~ I (~zd 7~-~020 FAX (Sm) 7SS-~Z97 J P.O. BOX 909 sour~o,o, ~.x ~¢z~ 07-232 N S.C.D.H.S. REFERENCE NUMBER R10-01-0129 CL. EL. 25,0' CERTIFIED TO: DONALD HOHN SUSAN HOHN I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUC770N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions sef forth therein and on the permit fo construct. The location of we/Is and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDlITON TO THIS SURVEY IS A ~IOLAiTON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC110N 7209-SUBDIVISION 2. ALL CERTIFICA170NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ELEVAHONS ARE BASED 'ON AN ASSUMED DATUM. CL.EL. ~ 2~-.8' 24.6' CL.EL. 26.4' AREA = 13,277 SQ. FT. SURVEY OF LOT 56 'MAP OF MARION MANOR' FILE NO. 2038 MARCH 18,1958 ' AT EAST MARION TO WN OF SO UTHOLD SUFFOLK COUNTY, N.Y. 1000-38-03-02 SCALE: I'-- 30' JAN. 21, 2008 JANUARY 29, 200~ (REVISION) MARCH 11, 2~8 (LOT CO~RAGE) APRIL 29, 2008 (RE~SI~) ~ ~LY 11, 2010 (F~NDA~ON) ~ 0 APRIL 12, 2011 (~NAL) MAY 2~ 2011 (REUSED ~P~C L~.) ~P~OL,'AL OF C:~ST;;;UCTED WORK 25.9' *"~'% ;; ¢ ....... ". / X ~f Wastewat~ ~anao~ent I /~ECONIC S~YORS,'¢. C (651) 765-5020 FAX (651) 765-1797 P.O. BOX 909 1250 ~A~LER STREET ~o.~0, ~.~ ~¢z~ 0?-232 REScheck Software Version 4.3.0 Compliance Certificate Project Title: 10300 Energy Code: Construction Type: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 23% Heating Degree Days: 5750 Construction Site: EAST MARRON, NY Owner/Agent: NICKBUILT DUCK POND ROAD GLEN COVE, NY 11542 (516) 554-1515 Your UA: 424 Designer/Contractor: ANTHONY BIANCHI FUTURE HOME TECHNOLOGY 33 RALPH STREET PORT JERVIS, NY 12771 (845) 856-9033 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o,c, Window: 3056(2): Vinyl Frame, Oouble Pane with Low-E Window: 3442: Vinyl Frame, Double Pane with Lcw E Window: 30410: Vinyl Frame, Double Pane with Low-E Window; 3443(2}: Vinyl Frame, Double Pane with Low-E Window: 3056: Vinyl Frame, Double Pane with Low-E Window: 2656(2): Vinyl Frame, Double Pane with Low-E Window: 34310: Vinyl Frame, Double Pane with Low-E Window: 34410: Vinyl Frame, Double Pane with Low-E DOOR 1: Solid D~3or: SIDELIGHT: Sold Door: 3' GLASS: Glass Floor 1: Ali-Wood Joisl/Truss, Over Unconditioned Space 2305 30.0 0.0 81 1919 19.0 0.0 86 75 0.320 24 48 0.320 15 36 0.320 11 32 0.320 10 72 0.320 23 62 0.320 20 30 0.320 10 37 0,320 12 40 0.170 7 13 0.270 4 41 0.320 13 2305 19.0 0.0 108 The proposed building represented in this document is consistenl with the building plans, spe~ficatinns, and other calculaUons submitted with this permit application, The proposed systems have been desigrted to meet lhe 2007 New York Energy Cor~servalinn Cor~stmclinn Code requirements. When a Registered Design Professional has stamped and signed this page. they are attesting that to the hast of histher knowledge, belief, and prof~ssior~el judgment, such plans or speci§catlons are in compliance with th~s Code~ Name - Title Project Notes: R-19 FIBERGLASS BATT iNSULATION iN FLOOR ON SITE BY BUILDER Project Title: 10300 Data fllaname: W:~RESCHECK~10300,rck Signature Repod date: 03/09/10 Page 1 of 4 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: I-I Calflng t: Flat Ceiling or Scissor Truss, R-30.0 cavity Insulitlan Above-Grade Walls: I~ Wall 1: Wood Frame, 16" o.c., R-19.0 cavity Irmuli§on Windows: Ft Wledow: 3056(2): Vinyl Frame, Double Psne with Low-E, U-rmctoc 0.320 For windows without labeled U-factom, descdbe features: #Panes Frame Type. Thermal Break? Yes No Corn~,ents: O W'mdow: 3442: V'rnyl Frame, Double Pane with Low-E, U-factoc. 0.320 For windows without libelad U-~ack~s, desndbe leah'es: #Panes Frame Type. Thermal Break? __ yes No Comments: ~1 Wladow: 30410: VInyt Frame, Double Pane with Low*E, U-f~tor:. 0.320 F~r windows without libelid U4actom, descnlm fealu~s: //Panes Frame Type Thermal Break? Yes __ No Conmmnts: ~1 Window: 3443(2): Viny~ Frame, Doub~ Pane with Low*E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thennel Break? __ Yes No Conm~nts: [~] W~ndow: 3056: Vlnyl Frame, Double Pane wflh Low-E, U-factor: 0.320 For windows without labeled U-factom, de.dba features'. #Panes Frame Type. Thermal Break? Yes __ No ~1 Window: 2656(2): Vinyl Frame, Double Pane wflh Low-E, U4act~. 0.320 For windows ~ libeled U4actors, describe features: ~Panes Frame Type ~l Break? __ Yes No Comments: [] Window. 34310: Vinyl Frame, Double Pane ~ Low*E, U-factor: 0,320 For windows withou~ labeled U-factors, describe features: ~Oanes Frame Type 'Thermal areek? Yes No f~ Wtndo~. 34410: V'my~ Frame, Dor~e Pane with Low-E, U-factm: 0.320 #Panes Frame Type '~e~mal Break? Yes No C~mmenls: Doors: ~-I DOOR t: Solid, U-factcx: 0.170 Project Title: '~0300 Repolt date: 03/09/10 Data fliename: W:~RESCHECIGI03~.rck page 2 of 4 [] Door:. SIDELIGHT: Solid, Lkfactor: 0,270 Comments: I~ Doo~ 3' GLA~$: Glass, U-factor: 0.320 Comments: Floor 1: Ali-Wood Jolet,Tms~, Over Unceadl~oned Space, R-19.0 cavity Insatalkm Co~tunents: Air Leakage: [] jothts, peneS, afld all other suab apenings in tim PUlk~ envek~oe that are sources of air ~ge ~ ~1~. I~ Recessed ~lghts ere 1) Type lC rated, or 2) Installed inside an apflrolxlate str-~ght assembly with a 0.5' cteara~ ~ ~ rnaledats, if non-lC rated, fixtures am Installed with a 3~ clearance faxn insulation. Vapor Retarder:. ~1 Installed on the warm-in-wtater side of all n~q-venterl framed ceilings, walls, and rlooea. Materials Identification and Installation: [] Materials and equ~t)ment are i~atalled iff accordance with the meaufac~re¢$ instal;effort Instructions. [] insuistion is installed in substantisl contact wi~ the surface being insulated aed in a manner that achlmms the rated R-value. [] Materials and equipment are Identified so {hat compliance can be de~-,mflneq. Meaufact~er manuals for all installed healing ead cooling eduipmeof and sewice wa~r heating equipment have be~n provided. insulation R-valuas and glazing LL~actom are cisady marked o~ the buikJing pi~ or ~. Duct Insulstton: [] Sup~y ducts in mtcondltioned attics or outside the belkflng are insulated th at least R-8. Retum ducts in unce~difioned attics or outside the building are insulated to at least R-4. [] Return ducts In unconditioned spaces (except basements) am insulated to R-2. Insuislinn is not required on tatum ducts in basements. Duct Construction: [] All Joints, seams, and connec~inns are sec~ely fastened with welds, gaskets, mastics (adhesives), mastin-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Excap~s: Co~inuously watbed and inck~tyga longitudinal joinis and seams on ducts operating al less than 2 in. w,g. (500 Pa). [] The HVAC system ;xovides a means foe balancing air and water syste~r~, Temperature Controls: i-1 Each dwelting unit has at least one thermostat capable of auto'maticatlY eqJusflng the space tempuratore set Po;nt of the le~gest z°ne' Electric Systems: C'l Separate elect~c meters exist for each dwelling unit. Flreplsces: [] Rreptaces a~a Installed with tight ~tting non-c~mbustft~ fireplace doers. [] Fireplaces have a source of combus~on air, as required by the Fireplace construcfiea pfovleio~s of the Bu~6~7 Code of New York S~a~e, the Residential Code of New Yod~ State orthe New Yock C/ty Bu//d/ng Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers beve a heat trap on bolh the inist ead outlet unlass the water heater has ea integrat heat trap or is pa~t of a circulating system. CIrculstlng Hot Water Systems: [] Circulating hof wator pipes are insufated to the levels in Table 1. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids abo~e 105 degrees F or cflilled fluids bek~w 55 begrees F are Insuleted to the levels in Talde 2. Swimming Pools: [] Ail heated swimming pools have an on/off heater switch and a cov~ unless over 20% of the heating en~gy is from non~eptetable sources. Pool pumps have a time dock. Project Title: 10300 Repo~ date: 03/09/~10 Date fileaarne: W;~RESCHECK~10300.rck Page 3 of 4 Table f: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thlcknes~ in Inches by Pipe Sizes Non-Circulating Runou~s Circulating Mains and Runouts Heated Water Up to 1' Up to 1.25" 1.5" to 2.O" Over 2" Temperature ('F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 t ,0 1,5 t00-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Tamp. Insulation Thlcknes~ In Inches by Pipe Sizes 2" Runouts 1' and Less 1.25" to 2,0" 2,5" to4" Heating 8ystem~ Low Pressure/Temperature 201-250 1.0 t ,5 1.5 2.0 Low Tempemture t20-200 0.5 1.0 1.0 t .5 Steam Co~nsale (for feed water) Any 1.0 1.0 1.5 2.0 Ch~ed Watar, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Beide Below 40 1.0 1.0 1.5 t .5 NOTES TO FIELD: (Bt~ng Deparimer~ Use O~ty) Prdjec{ Tllle: 10300 Report date: 03/09/10 Data fllename: W:~RESCHECK~I0300.rck Page 4 of 4 SHEARWALL DESIGN (per ~001 WFCM) ~UiLiDING INFORMATION (MAIN HOUSE): SHI[ARWALL SUMMARY: FUTURE }~OME TECHNOLOGY CONNECTION SUMMARY: CONNECTIONS TO EIE AS SPECIFIED OR EOUIVALENT DESIGN MEETS LIMtTA'rtoNS OF THE WFCM METHODOLOGY CONNECTION INFORhlATiON: FUTUREHOMETECHNOLOGY 770 ~ SHEARWALL DESIGN (pet 2001 WFCM) FUTURE HOME TECHNOLOGY LATERAL FRAMING CONNECTION LOADS FRONI WIND: FUTURE HOME TECHNOLOGY FIRST FLOOR ENOWALL #1 SHEATHING LENGTH REQUIREMENTS FUTURE HOME TECHNOLOGY FIRST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: FIRST FLOOR ENDWALL #2 SHEATHING LENGTH REQUIREMENTS STUDY I BEDROOMS #2 & #3 FIRST FLOOR ENDWALL #2: UPLIFT DUE TO OVERTURNING 534O FIRST FLOOR ENDWALL: SHEAR CONNECTIONS FUTURE HOME TECHNOLOGY CHECK SHEATHING TO RIMI;~,N D CONNECTION: FIRST FLOOR $10EWALL #1 SHEATHING LENGTH REQUIREMENTS LIVING I BREAKFAST I STUDY SHEARWALL OESIGN {per 2001 WFCM) FIRST FLOOR SIDEWALL #2: UPLIFT DUE TO OVERTURNING FUTURE HOMETECHNOLOGY SHEARWALL DESIGN (per 2001 WFCM} CHECK SHEATHING TO RIMBAND CONNECTION: FUTURE HOME TECHNOLOGY SHEARWALL DESIGN (per 2001 WFCM) DEAD LOADS: FIRST FLOOR HOLDDOWNS FUTURE HOME TECHNOLOGY SHEARWALL DESIGN {per 2001 WFCM) ~L#[.DtN G iNFORMATION (GARAGES): SHEA RWALL SUMMARY: FUTURE HOME TECHNOLOGY CONNECTION SUMMARy: CONNECT{ONS TO BE AS SPECIRED OR EQUIVALENT SHEARWALL DESIGN (per 2001 WFCM) TOP PLATE SPLICE LENGTH FUTURE HOME TECHNOLOGY FUTURE HOME TECHNOLOGY SHEARWA£L DESIGN (per 2001 WFCM) SHEARWALL DESIGN (pm' 2001 WFCM) 4092 Io~ Page 8 of 16 SHEARIYALL DES{GN (per 2001 WFCM) FUTUREHOMETECHNOLOGY FIRST FLOOR ENDWA LL #2 SHEATHING LENGTH REQUIREMENTS F~RST FLOOR ENDWALL #2: UPLIFT DUE TO OVERTUR~NG FUTURE HOME TECHNOLOGY SHEARWALL DESIGN (per 2001 WFCM) CHECK SHEATHING TO RrMBAND CONNECTION: 2-oc ~HSARWALL DESIGN (per 2001 WFCM) FUTUREHOMETECHNOLOGY FIRST FLOOR SIOEWALL #2 SHEATHING LENGTH REQUIREMENTS FIRST FLOOR 5JDEWALL: SHEAR CONNECTJONS FUTURE HOME TECHNOLOGY CHECK SHEATHING TO RIMBAND CONNECTJON: FUTUREHOMETECHNOLOGY COMelNEO CORNER HOLDDOWN REQUIREMENTS {~EE HAND CALCS FOR ALL HOLODOWNS) UPLIFT FORCES: (.SEE ABOVE FOR CALCULATIONS) DEAD LOADS: FIRST FLOOR HOLDDOWNS 372 los FIRST FLOOR CORNER STUO CONNECTION (AT ALL MODULE CORNERS) ST. FLOOR PLAN WoodWorks® LOADS ( lbs, psi, or plf) : Design Check CaleulaUon Sheet $1zer 7.0 MAXlMUM REACTIONS(Ibs)andBEARINOLENGTHS(In): PROJECT Dining*Living Beam.wwb ]328 2557 ~2 0.50* LVL n-ply, 2.0E, 2850Fb, t-314x9-t/4", 5-Plys (~ Sel[-weigM o123.33 plf Inched In bads; Lalem, suppo": lop: t8.~ b~lm= ~ ,Uppo"s; lin] Analysis vs. Allowable Stress (psi) and Oeflecflon (In) u~na NOS ~: Shear fy=43Il ~, ~ m fv,~. - o.15 ~.s. 5ire Oefl'n 0,26~ b/788 0.57 = h/360 I 0.46 ADDITIONAL DATA: DESlSN NOTES: 1. ~ease ve;i~ lhat ~ de,aug ~clion l~{~s am ~prop~i~e for your ~l{cag~. 2. 8OL-B~8 (8~u~81G~sile Lumber): the aRached SCL select,on Is fo~ ple~lna~ design only. For gnal mem~r 4es~n ~act your ;ocal ~L 3. S~e ~clors va~ k~ one ma~fa~u~er ~o another ~o~ SOL malegals. Thny ~an ~ ~anged in the dalabase edgon 4. BUILT-UP 8OL-BE~8: cont~ manufaclu~r fo~ ~nne~bn del~ls ~en ~s a~e ~ appll~ ~ua~y ~o all plys. Barlow Engineering, P.C. * 661z Six Forks Rd. Suite ~o4 4. Raleigh, NC ~I Phone: 9t9-845-~600 4. Fax: 9~9-84546~6 4. ~m~il: barloweng~?b~rlow-engincering.com pIN t41J,, Badow Engineering, P.C, * 6&z Six Forks Rd. Suite ~o4 * Raleigh~ NC Phone: 9~9-84546oo '~ Fax: 9xg~$45-x6x6 ~, Emaih ba rloweng@baflow- enginee ring. L~l~{;~=~l~' IA E A Barlow Engineering, P.C. 4. 661z Six Forks Rd. Suite ~o4 4, Raleigh, NC 276~5 Phone: 919-845~16oo 4, Fax': 9~9-84546~6 4. Email: barloweng,~barlow~engineering.com Barlow Engineering, P.C. ,l~ 66x: Six Forks Rd. Suite to4 · Raleigh, NC :76x5 Phone: 9x9-845-16oo · Fax: 919-845-i616 '~ Email: barloweng~barlow-enginecring.com Barlow Engineering, EC. · 66~z SLx Forks Rd, Suite :o,I · Raleigh, NC ;96x5 Phone: 919-845-x6oo ¢' Fax: 919-845-1616 · Emai]: barloweng~ba_rlow-engineering.corn Barlow Engineering. PC. * 66Ez Six Forks Rd. Suite xo4 * Raleigh, NC z76~5 Phone: 9Eg-g4546oo * Fax: 9:9-84546~6 * Email: barloweng®barlow-engineering.com Badow Engineering, P.C. · 6&2 Six Forks Rd. Suite to4 * Raleigh, NC ~76~5 Phone: 9~9-84546oo * Fax: 9~9-845-r6~6 '~ Emaih barlowcnglg~barlow-engineering, com Barlow Engineering, EC. ~t 6612 Six Forks Rd. Suite ~o4 /* Raleigh, NC z76t5 Phone; 9~9-845-~6oo ~' Fax: 9~9-84S-~616 4. Ernalh barloweng//~oarlow-englneering, com !I111111 11111111 Iii I 1 ST. FLOOR PULN WoodWorks® Design Check Calculation Sheet Slzer 7.0 LOADS ( lbs, pst, or plf ): MAXIMUM REACTIONS (lbs) and HEARING LENGTHS (In): PROJECT Dlnlng.l.lvl~g Beam.w~vb 17,.1.68,! 'Min. bee~ng lengUt for beams Is'112" [or ex~edor SUppofls Self~welgM o~ 23.33 plf Included In loads; Lateral suppod: lop= 16.00 b0ltom= al $.ppO~l; [k~] Analysis va, Allowable Streau (pal) and Deflection (In) u~ng NDS a0~; ~ DeEl'n I 0,26- ~/788 0.57 = ~/360 I 0.46 ADDITIONAL DATA: DESIGN NOTES: f. ~se ~ ~t ~ de~t ~ion I~b am ~m~ for your 2. ~.B~S (Sl~l ~si~ L~): Ihe a~ SCL se~lon · ~ p~e~naq ~s~n only. F~ ~1 ~L manu~tu~. 3. ~ ~s ~ ~ one ma~fa~er ~ another ~ S~ ~1~1~ They ~an ~ ~a~d in Ihe dala~e e~or. Barlow Engineering, P.C. · 66~z Six Forks lid. Suite xo4 ~' Raleigh, NC z Phone: 9~9-84546oo · Fax: 9~9-84546~6 4, gmail: barlowengCSbarlow-engineering.com E u Barlow En~eer~g, ~C. · 6~ Six Forks Rd. ~ite ~o4 + R~elgh, NC ~76~5 Phone: 9~9-845-~6oo · Fa~: 9~9-845q6~6 ~ Email: badowen~barlow-en~ee~g.com %z ~o Barlow Engineering, P.C. ~' 66Iz Six Forks Rd. Suite zo4 4~ Raleigh, NC ~76~5 Phone: 919-845-x6oo '~, Fax: 9xg-845-r6x6 · Email:batlotveng@barlow-englneedng.com Barlow Engineering, EC. · 6612 Six Forks Rd. Suite :04 · Raleigh, NC z76x5 Phone: 9r9-845-16oo a, Fax: 9~9~8454616 · Email: barloweng~ba~low-engineering.com Bsrlow Engineering, P.C. · 66:z Six Forks Rd. Suite ro4 · Raleigh, NC z?6z5 Phone: 9zg-g45-x6oo · Fax: 9~9-1g45-z6~6 · Emaih barloweng@barlmv-engineering.com - SPECIAL CONS3RUCTION MAY BE REQUIRED (3) SPECIAL TRUSS DESIGN FEE 1 2x6 EXT WALLS ~ 16" OC/2x3 MARR WALLS 2 8' O" CLG HT. 3 2x10 SPF#:2 FLOOR JOfBTS @ 16" O.C (ALL 15'9" MODULES WILL HAVE 2x10 SYP#2 @ 16" O.C) 4 ROOF SYSTEM TO BE 24" DC 5 ANDERSEN 400 SERIES DOUBLE HUNG TILT WINDOWS (#1=24210, #2=2842, #3=3046, //4=2852, #11=2856) 6 120 MPH WIND ZONE/ALL DOORS & W~NDOWS MINIMUM DP 44 76 IN EXPOSURE "C" 7 MEAN ROOF HEIGHT DETERMINED USING 24" FROM GRADE TO BOTTOM OF FACTORY BUILT 8 WIND BORNE DEBRIS AREA 7/16" BBB REQ'O TO COVER WINDOW ON-SITE BY BLDR 9 iNTERIOR SWING DOORS (D=2/8, E=2/6, F=2/0, 0=1/6, DD=2 2/8, EE=2 2/6, FF=2-2/O, 10 INTERIOR BI FOLD DOORS {H=2/6, ]=2/0, BB=3/O, HH=5/O, 11=4/0, BBBB=6/O 11 INTERIOR ROCKETS DOORS (L=3/O, AA=2/8, M=2/6, N=2/O) 12 SITE LOCATION: EAST MAR~ON, NY / SUFFOLK COUNTY / 45# SNOWLOAD BOX LAYOUT i'i~?fiTtYf 2 FRO~ ~! ~/ATION RF_.AR 1~ .F~ATION 4A BB 8 FFt EIGHT ELEVATION - SPEO, A!.. C~ MAY BE F~OUIR~D (3) SPECIAL TRUSS DESIGN FEE NOTES: I 2×6 EXT WALLS @ 16" 0C/2x3 MARR WALLS 3 2×10 SPF#2 FLOOR JOISTS @ 16" O.C (ALL 15'9'~ MODULES WILL HAVE 2x10 SYP#2 @ 16'~ OC 4 ROOF SYSTEM TO BE 24" OC 5 ANDERSEN 400 SERIES DOUBLE HUNG TILT WINDOWS (#1:24210. #2=2842, #3=3046, #4:2852, #11=2856) 6 120 MPH WIND ZONE/ALL DOORS & WINDOWS MINIMUM DP 44 76 ~N EXPOSURE "C" 7 MEAN ROOF HEIGHT DETERMINED USING 24" FROM GRADE TO BOTTOM OF FACTORY ~3UILT 8 WIND BORNE DEBRIS AREA 7/16" 0 SB REQ'D TO COVER WINDOW ON-SiTE BY BLDR 9 INTERIOR S~INO DOORS (D=2/8, E=2/6, F:2/O, G=1/6, DD=2-2/& EE:2-2/6, FF=2 2/0, 10 NTERIOR BI FOLD BOORS (H:2/6, ~2/0, BB:3/O, HH:5/O, 11=4/0, BBBB=6/O) 1/ INTERIOR POCKETS DOORS (L=5/O, AA=2/8, M=2/6, N=2/O 12 SITE LOCATION: EAST MAR~ON, NY / SUFFOLK COUNTY / 45# SNOWLOAD BOX LAYOUT iTiTTiTiTi' ROOF ~ PLAN FRONT I~.l RF_AR ~.I ~7~/ATION m88 8 _m_ RIGHT ELEVATION F~flSION / MARK DATE ISSUE FOR BULDINS DEPT. FILI'qG 04/28/10 , Lr 1. CONTRACTOR SHALL VIBIT SITE AND VERIFY ALL CONDITIONS AND DIMSHSEINS. ANY DISCREPANCIES, OMISSIONS, OR PROBLEMS SHALL BE REPORTED TO THE ARCHITECT BEFORE SUBblSSION OF BO. A SUBk48BION OF BID SHALL IvF'LY HIS ACBEPTANCE OF ~-E DRAWINGS 2. ALL WORK SHALL BE DONE IN COIv'PUANCE W1TH LOCAL CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL BE RESPONS~LE FOR RLING & OBTAI'JNG BIJ[DING DEPARTMENT PEFINIT & FINAL CERTIFICATE OF OCCUPANCY. S. NO WORK SHALL BE STARTED LINTL PLANS HAVE BEEN APPROVED BY THE LOCAL BLILDING DEPARS~,4ENT AND ALL OTHER AGERCES HAVING JURISBICTIOht 4. CONTRACTOR SHALL FILE CPPTIFICATE Of WORKMEN'S CObPENSATION AFl3 DISABILITY CERTF~CATE Wm-I BLILDING DEPARTMENT BEFORE STARTING WORK. 5. CONTRACTOR SHALL BE RESPONSBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURHG CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND blSALIGEiveNT, ACOORBING TO APPLICABLE CODES, STANDARDS Ai~O GOOD CONSTRUCTION PRACTICE ~L ONLY WHITEN DIN~NSIONS AND NEVER SCALED DIvENSIONS FROM ARCHITEC~JRAL DRAWING WILL BE RECOS~,:~J AS VALD. E THERE ABE ANY MISSING D~,ENSE)NS CONTACT TIE ARCHITECT FOR 7. CLEAN UP - EACH ~°J~DE SHALL DO ALL CLEANING OF ITS OWN WORK AND ALL OTHER TRADES Wt~RE SUCH WORK IS SOILED DUE TO ITS OFEDA~ON. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPB~VISION OF CLEAN UP SY RIB SUBCONTRACTOR~ 3~E GENERAL CONTRACTOR IS RESPONSIBLE TO LEAVE THE PROJECT IN A BROCM CLEAN CONDITION. 8. CONTRACTOR IS RESPONSIBLE FOR STORAGE OF MATPPIALS AND SHALL ARRANGE WiTH OWNB~ FOR STORAGE Of MATERIALS SO THAT SITE IS KEPT ORDERLY AND MATERIALS ABE PROPERLY PROTECTED AGAINST DAMAGE AND THEFT. 9. REMOVAL Of DEBRIS, PROCUREMENT OF DUMPETER AND RELATED WORK SHALL BE THE RESPONSIBILITY OF ~ GENERAL CONTRACTOR. LOCATION OF DLIv~S~P-H SHALL BE BY MUTUAL AG,°,BEMENT BETWBEN OWNER AND GEHERAL CONPPACTOR. 10. CONTRACTOR IS TO INCLUDE IN NS PRICE HOOKUPS TO ALL PLUMBING FIXTURES & APPLIANCES {FOR KITCBENS, BATHROOMS, LAbNSRY ROOMS, ETC.). ALL FIXTURES & APPLIANCES TO BE PROVIDED BY BEEERAL CONTRACTOR, SPPCFIOA~ONS PROVDED BY OWNER, 11. CONTRACTOR IS TO COORDINATE AND WORK WITH CABIKET MAKER IN INSTALLATION OF ALl CABINET& CONTRACTOR TO SPPPLY ELECTRIC ~ PLUM~ING HOOKUPS TO ALL CABNETS AS REOMRED. CONTRACTOR 12, ALTERNATES - F ~ CONTRACTOR FEELS THAT AN ALTee~AtE MAT~L OFt METHOD WOULD RESULT IN a ~ OR COST SAVING, HE SHOULD SUBMIT EPECF]CATIONS AND CATALOGUE CUTS TO THE ARCHITECT FOR RIB APPROVAL BEFORE PROCEEDING V~rH ANY SUBSTITUTIOt~ SLJBSSTrUTIONS MUST BE OF LIKE QUALITY TO THE ITEM SRECFIED AND W1LL BE ALLOWED O~-Y ~ ~E APPROVAL OF ARCPITECT. 13. BENERAL CONTRACTOR TO COORDINATE WITH OWNEPt INTPPCOM/TELEPHONE INSTALLATION FOR EXACT LACATION OF EQUIPMENT AND WRING. WALLS ARE NOT TO BE CLOSED UNTIL TELEPHOHE/NTERCOM I~STALLATION IS COMPLETE. 14. BEHERAL CONTHACTOR TO COORDINATE WITH OWNER'S AUDIO/VISUAL CONTRACTOR EXACT LOCAS]ONS OF ALL EQBIPMENT, EREAKERS, WRING, ANTENNA WE~IG AND ANY CONDLIT THAT MaY BE NECESSARY FOR FUTURE INSTALLATION. WALLS AND FINISHED FLOOR ARE NOT TO BE CLOSED UNTIL AUDIO/VISUAL INSTALLATION IS COMTE. 15 DISCREPANCIES: A) WSP_REVER THERE ARE DISCRERANCES BETWEEN ~ CRAWINGS OR 3~E DRAW~GS ANC SPECFICATIONS, THE CONTRACTOR SHALL CONTRACT FOR, PROVIDE AND INSTALL THE BETTE~ OUALITY OR E~EATER QUANTITY OF MATERIAL OR WORK CALLED FOR UNLESS OTHERWISE ORDERED N WRITINS. B] WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DI~ENSIONS. 16. OMISSIONS: THE DRAW1NGS AND SPECIRCATIONS ARE NTENDED TO COORSINATE. ~-E ARCRITECTLIRAL SHEORICA~ONS ~ REQURBVENTS Of TBE CODE OR ORDINANCE SHALL PREVAIL UNLESS ~E ARCRITECTURAL EPECIFCATION IS MORE STRINGENT. NON FAblUARITY W1TH ~ REQLIRENENTS OF GOVERNNG CODES OR ORDNANCES WILL NOT BE CAUSE FOR AN 'EXTRA.' IN TBE EVENT OF NON-COMPLIANCE, TIE CONTRACTOR W1LL BE HELD RESPONSIBLE FOR ALL COSTS OF REMOVAL OF NONCOMPI_YING WORK 24. WEEN 'APPROVED EQUAL', 'EOUAL TO', OR OTHER C--ENERAL QUAUF'flNS TB:IMS ARE US~3, IT SHALL BE BASED LEMON THE REVEW ANO APPROVAL BY THE ARCRITECT PRIOR TO ANY PURCHASE OR INSTALLATION. 25. TIE WORD 'PROVIDE' SHALL MEAN TO FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE WORK IN ACCORDANCE VaTH ACCEPTED CONSTRUCTION STANDARDS ANO MANUFACTURERS RECOMIVENOATIONS. 26. CONTRACTOR IS TO SUPPLY OW/~, IN WHITING, A WAIVER OF ALL LIENS FOR I-II,4SELF AND ALl SUPPLERS AND SUBCONTRACTORS BEFORE FINAL PAYMENT IS REQUESTED. 1. CONTRACTOR IS TO CONTACT ALL UTLITIES PRIOR TO COMMENCING OPERATIONS TO DETPPMNE LOCATION OF ALL UTLITES. 2. PROTECT E)~STNS UTILITES I\OICAI~J OR MADE KNOWN 3. PROTECT TREES AND SHRUBS, WFERE INDICATED TO REMAIN, BY PROVIDINB A FB'~CE AROUND ~ TREE OR SHRUB. 4. CLEAN OUT ROOTS 1' IN DIAMETER At, D LARGIS~ TO A DEPTH OF AT LEAST 12' BELOW TIE E~STING GROUND SLIRFACE OR SLIB-EF{ADE OF HEW GRADED SURFACE, WHICEEVER IS LOWEBI 5. GBI'.ERAL CONTRACTOR TO CHECK WITR AND MAKE ARRANGEk. ENTS ~ OWNER TO REMOVE AND RELOCATE SELECTED SRRUBS. OWNER SHALL PAY FOR SHRUB REMOVAL. SITE C-.-.-~ADING AND DRANAGE EXCAVATNG 1. PERFORM EXCAVATINS OF EVERY TYPE Of MATERIAL BNCOLINTERED V~T~q 3~E Ui~TS Of TBE WORK TO THE LINES, ORADES, AND ELEVATIONS Ik~CATED AND ERECIRED FEREli~ 2. INCLUDE EXCAVATION OF ANY MATBRIALS THAT APE UNSATISFACTORY FOR BEARING OF SLABS ANO FOOTINGS ANO REPLAO~V~',IT BY SATISFACTORY MATERIALS AS PAPT OF TIHE WORK OF TRIS SEC]]CN. 3. EXCAVATE AND BACRFLL IN A MAFINER At, D SEQUBNCE THAT W1LL PROVIOE PROPED DRAINAGE AT ALL TIMES. 4. SHORE AND BRACE EXCAVATION AS REQURED V,g'ERE SLITABLE SLOPED !. SEE STRUCTURAL DW~i~ FOR ADDITIONAL NOTES, F APPLICABLE 2. ALL FOOTINGS TO BEST ON UNGISTDRBED SOl_ HAVING A BEARING CAPACITY OF 1.5 TONS, ALL CONCRETE TO HAVE A MIr~lMLld COMPRESSIVE SIT:~ENGTH OF 3,000 PSL 3. ALL NEW CONCRETE SLABS TO HAVE 6 X 6 10/10 WELDED WRE MESH FOR RI~FORCt~ 4. CONOBETE SLAB ON GRADE SHALL BE FOURED OVER 9B PERCENT CCtVPACTED SOIL & 8 [ POLYETHYLENE VAPOR BARRIER (1'-0' k~N` OVERLAPSI. 5. AVOD PPEE2~NS BEFORE NTIAL SET OF THE CONCRETE DO NOT PLACE CONCRETE AT TEMPERATURES NOT LESS TRAN 40 DEGREES F, NOR V~ PPEF-~NG CoNDmONS ARE E)~ECTED Iq LESS TRAN 24 HODR[ 6, DO NOT PLACE OSE DENSITY RANGE OF CONCRETE AGAINST OTHER WHILE ROSSI ARE STILL PLASTIC. DO NOT POUR COLD JOINTS 7. LOCATE VERTICAL CONSTRUCTION JOINTS WHEN REOLIBED. 8. NOTES ON THE STRUCTURAL DRAWINSS 0E; CONCRETE, STEEL, WOOD, ETC.) W1LL TAKE PRECEDENT OVER TIE CONCRETE NOTES, ETC, ON THE ARCHITECTURAL DRAWINGS. 9. FIr, ISH CONCRETE SURFACE TO A RELATIVELY ur,~ORM PLANE. 10. FROVDE 1/4' PREMOLDED BELER WHERE SLABS BUTT INTO WALLS. 11. ALL STERF~3 FOOTINBS BI-TALL NOT EXCEED 30 DEGREES. 12. PROVIDE Iv~IMUM 24' FI[GO INSULATION HORIZONTAL OR VERTICAL AT HEW SLAB pppiNIETER ANC FOUNDATION WALL (kIN R-10). 13. ALL MUD SLLS TO BE PRESSURE TREATED LUMBER, OR EQUAL PROVDE SPECIFIED ANCHOR BOLTS, HOOKED TYPE, 7' ~M EMBEBbI~T, ~ 2 PER SI.L, MIN. 1 FOOT FROM CORNERS. SEE SPECS. FOR ANCHOR BOLT SIZE AND SPACING. 15. SLABS, W'RIBRE E~POSED, ARE TO HAVE S~.EL TROWELED MONOLITHIC F"NSH TO PROVIDE DENSE HARD p0USHED SURFACE AND TO BE SEALED W1TH ANTI-DUST~,IG SEALED OR EQUAL 16. CRAWL SPACES TO BE MOISTURE SEALED W1TH A 2' CONCRETE SLAB OVER 4' CRUSHED STONE BASE OVER 6 MIL. POLYETHYLENE VAPOR BARRIB~ 17. WFERE DOWNSPOUTS APE SHOWN HIDDEN W1TI-FI AN EXTERIOR WALL, THE CONTRACTOR IS TO INSURE AN ADEQUATELY SIZED PVC CHASE IS SET ~VIrRIN THE FOUNGA'rlON WALL SO THAT THE DOWNSPOUT CAN ~ ~ BUILDING BELOW GRADE. TRIS CHASE IS TO BE SET WHILE THE FOUNDATION WALL IS BEING FOUBED. IT WI_L GE UNACCEPTABLE TO MATCH THE FOUNDATION WALLS AFTER THE CONCRI:~b IS SET. WATPPPROOF IN AND AROUND CHASE, 18. CONCREq~ MiX TO OBTAIN A COMI:'RESSIVE STRENGTH OF 3000 PBI AFTER 28 DAYS OF CURING FOR SLABS, FOOTINGS & FOUNDATION WALLS. 19. ALL FOUNDATION WALLS BELOW ER, ADE SHALL BE WATERPROOFED ~ EMLLSFED ASPHALT TROWEL OR SPRAY APPLIED TO WALLS. F WA ~ ~ TABLE IS DETERMINED TO BE MINIv~M 2 FEET BELOW BASENENT WOOD - ROUGH CARPENTRY 2, ALL INTERIOR pARTITIONS TO BE 2x4 0 16' O.C. AND EXTERIOR WALLS TO BE 2x4 ~, 16' O.C. NOblNAL DIMENSION LUMBER UNLESS 15. PROVIDE APPROPRIATE BLOCKINB, BETWEEN FRAMING NIg~BERS AS REOURED TO RECEIVE TOlET ROOM ACBEBECRES AND OTHER SIMILAR ITEMS AS REQUE[ED. 17. GB',ERAL CONTRACTOR IS RESPONSIBLE FOR ANY ~ ALL COORDINATION V~'TH THE OWBER'S SUBCONTRACTORS SO AS TO THE PROPEF~ AND TIMELY PERFORMANCE OF WORK ~ERIN THE THE OVERALL SCFIEAUNB OF THE PROJECT. THB::~IAL & MOISTURE PROTECTION 1. WHERE INGICATED ON TIE DRAWR(SS AS k.l~BRAi~ WATPPPROOFING AND/ OR OTHERWISE FOR PROPER WATPPPROORNS OF SI.ILAR I~MS, PROV[SE a COMPLETE ~ITUTHENE' WATERPROORNG MEb~RANE AS MANUFACTURED BY 'W.FL GRACE GO.' OR APPROVED EOUAL 2. PROVDE AND INSTALL 6 bl 3~IOK POLYETHYU~E SHBET W1TH 12' k/~qlVLIM LAP, WHERE DRAW1NGS CALL FOR DEW CONCRETE SLABS OR SCRBED COATS. GYPSUM WALL BOARD 1 INTERIOR WALLS AND CEILINGS SHALL BE 1/2' SIWB, TAPB3 Va33-1 THREE COATS OF SPACKLE AND LEFT IN P~ CONDITION WALLS AND CEILINGS TO BE PRIVED, READY FOR PAINT AND SHALL BE INSPECTED BY OWNER BEFORE AHO AFTER PRIMER COAT. ALl GW~ JONTS TO BE STAGSEBED. ALl E)~OSED JONTS TO BE TAPED AND COVERB3 SMO0~I W13~1 JOINT COMPOUND, PROVIDE ALL i~ECESSAPY CORi~.=R BEADS, STOP~ EDGE TRINI, CASINSI BEADS, ETC. NEW AND E)~STING SURFACES SHALL HAVE ALL D~=RESBIONS FI I ED SMOOTH, CREi~INGS AND HOLES PATCHED FLUS~ SPACKLED AND SANDED AND LEFT READY AND ACCEPTABLE FOR PAINTING. 2. PROVIDE BACK-UP FOR ALL WALL AND CBLHG SURFACES NOTED TO BECBVE STORE OR MARBLE TIle ~ 1/2' I~JROCK' CEMENT BOARD. 3. PROVICE CROSS BRACING BETIA~EN STLDS IN PFE CHASE.% BRACING SHA~.L BE CUT FROM 5/8' WALLBOAPD INTO PECES NOT SMALLER THAN 12 I~RES WOE BY CHASE WISTH, AND SHALL BE SCREW ATTACHED AT QUARTPP POINTS IN ~ STUD HEIGHT WiTH SCREWS 8' O.C. tv~I~UM FLASHNG AND SHEET IvETAL C 'Lj ~ ~ ~' ~ I ~ ; OF NEW¥,., "e~ ", ; i'OWh. CODES AS REQUIRLL ~ ..g ~U,T ONS OF OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY PLUMBER ~'ERTIIFtCA'TION ON LEAD CONTENT BEI~tE CERTIFICATE OF OCDUPANG'y SOLDER USED IN WATER SUP, PL ¥ $YSTE CANNOT , EXCEED 2/'/0 OF 1% LEAD. PLUMBING ALI, I~UMBtNG WASTE & WATER LINES NEED TESTING'~EFORE COVER NG RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE UND£RWRITERS CERTIFICATE REQUIRED ~)AMi~iIT PROCEED WITH ~ II~ UNTILSURVEY FOUNDATION LOCATION HA.~ BEEN APPROVED. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NAILING & CONNECTIX)NS THE DRA'NNOS, SHECIRCATIONS AND OTHER DOO. A. IB',ITS PREPARED BY TI4~ ARCHITECT FOR TI-IS PROJECT ARE INSTRUMENTS OF THE ARCI"ITECT~S SERVICE FOR USE SOLELY W1TH RESPECT TO THIS PROJECT AND TIE ARCPITECT SHALL BE DEB,ED TIE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALl COMMONLAW, STATUTORY AND O~'-IER RESERVED RIGHTS INCLUDING THE COPYRIGHT, THE ARCHITECT'S DRA~NGS, SPECIFICATIONS AND OTBER DOCUMENTS SHALL NOT BE ; USED BY THE OWNDR OR OTI-E~S ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR CONt%ETION . ~ OF T~S PROJECT BY OR FOR OTHERS. :i Iii APPROVED AS NOTED NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM lO 4PM FOR THE FOLLOW~NG INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCR2TE 2. ROUGN * FRAMING & PLLIMN~NG 3, INSULATION 4. FINAL - CONCTRUCTION MUST BE COMPLETE FOR C O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSIRUCTION ERRORS, II¸ ,, HOHN RESIDENCE GILLETTE DRIVE SCALE :l EAST MARION, NY AS FOUNDATION PLAN R200 ' GENERAL NOES ARCI~CTS CORE GROUP 123 SOUTH STh~J:l TELEPHOi,,E (516) 628-2804 ARCHITECTS, LLP OYSTER BAY, NY 11771 FAX (516) B28-2807 11'-0' E1'-9' 23'-4' I r ...... J ......... I I ~" P.C. F~T. w~ , ~' P.C. ~T. WALL I I ON ~" Pc. ~6 8 ' ' ~ I I (s~ ~. D~.) I I OTiS , , I I 10'-9 1/2" 11'~ 1T-l" -- ~ow s)~ ~~, ~ ~ ~ ~ , ~e % J (~ ~LU~ ~ (~ ~ ~TE , . A~ ~O~, ~OW FOR ~L SPEC, - ,LO~ , ~ ~ P~ I I ' '~ ~o~ ~ e · co~. s~ w/~ N~ B~EHENT o oc - mO~E (3 NEW BASEHENT ~ I I ~ ~4 x ~4 w.w~ ~ T " · ~ , . , . ,. ~.~ ,,.~ ..... S O~GE ONLY , ~ ~ 5/8 T~-X LEVEL GAUGE ~ ~ _ ~_~_J_~ ¢ / I w/LAD~ · ~ ~ ~ ~. ~AN 8/4 m ~ OV~ m~D ~A~ -- I i ,X ~ ~ I~ I ~ow ~ (~ ~ ~ RA~ PAR~ ~ ST~ BA~ O~ ~Z r ' ~, I m~ LO~ , . , ~ ~_ J ~ , · 4'-6" ~ ~ , 4'-6" I ~ L .... L__L_ ', ~ , .......7~q J ,, · ...... ;~ I ', -~ ~ ~ -~ a I .... ~ '?~-~- ' ; ~,-I-~----~.~- I .................. m / j I I/ b / I '/ I / .. - / ....... ' % (~.m5)?lI ON~'P.C. FT6 ~ ' - /' PROV~/4~-~ Jl~ / ~o~ J pR~¢R r-~ ~ j ' j ~ J HA~D~(~.DTL / ~'-B7/8' J% ~l~llllllllllllllllUillrJillllllllllillUIl~r II ~ ' '~____1__)__:~ ~ ~0' r ~ '~-- r J .......................... ' '-~----~- - / ~ ) ~ ~ .... ~.~ ...... ~ --~/ '- L / ~5.~. ...,~ J I~ I . ' ~,~ ~--~ ~ , t / ' I I . ' .,. . _/ . , , ~T ~S~SmTO 7~ ' ...... ~%;~_ ~_~ ,,,,,~. L;~ ,,,.,,. ~ . I ~.C.~T.W~ I ' ~ X ' & / '~ s~ T~ ~ · I , ' ~ I ~ ~mO~'~2'P'~ON~ I ' NEW~ PTO ~s'x3s'~ P,C. ~ ~ 3s' I I I NEW ~o~ S~P~T ~ C~ ~ (~ ~OW ~ SC TO CO~. I I NEW ~GE I 1 3/4' x ~ 7/8" ~L~ L~'8 ~ ~ T.O.C. HGTS. N ~ BA~ 0N J I S~B ABOVE I LEVEL G, ~GE ~ ~ MAT~ L~ eROVm BY HGT, ~ ~ ~ ~ I % I .. [ . ~L~ ~,] TOTAL 0F (4) ~ ~ m~ m ~ ~ CO. C~CT~.ER ~, ~. Fm ~ I '~' I ~ ~y ~MS. ~ ~ I I I ~DUL~ ~.) TOTAL OF (4) ~ ~A~ ~ ~ ~ I . 1%ovm m~ ~A~ m o~c~ PER ~. ~. FOR ~ W~S S~ I ' I ~ ST~ B~ O~ BZ I ~m ~TE · ~ ~. I I I ~ ~ I I) ~ I ~Om ~RT BEAM ~IS~G ~ ~ ~-X G~. ~. ~ ~A~ J ' J W~ T,O,O. ~V. ~TS., J I~ PROV~ s C~CT~ PER ~, ~. FOR ~D PAR~ (S~ ~ ~ E I ~, ~A~ ~ D~8 & . ~A~ O~A9 ~ I S~ L .... j~_ ~ ~S~Y m~e PROPOSED FOUNDATION PLAN SCALE: 1/4' = 1'-0" !. S~a_ COLS. TO BE 4' DIA. (NOM~ STL. PRE ASllCcA53 ~Cy , 36 KS8 SCHED 40 WI}. WALL STUDS BY MODULAR (2) 2x8 ACO PRESSURE 3~-.ATED SLL WI TERk/ITE SI-ELD & SLL SEALER ,RECL~ED TO FNDT. WALL W/5/8" ANCHOR BOLTS (EE~ DTL FOR SPACING) BOLTS TO BE FLUSH W/TOP OF SILL PLATE W/ NUT & 3' SQUARE WASHERS (2) e5 BARS TOP CONTINUOUS ( F.J. BY MOOULAR ) J EXTERIOR J PROVIDE SLOPE AWAY FROM HOUSE GRADE 12' RBNF. POUREDCONC. FNDT. WALL ON 1Zx36" REINF. POURED CONC. FTG 1 1/2' CLR PROVIDE WATERPROORNS MEMBRANE 2x4 CONTlYUOUS KEY (3) e5 BARS BOTTOM CONTINUOUS PVC PERF. FT~ P.O. FT~ TO REST1 ON UNEXCAVATED [ VIRGIN SOIL / 3" CLEAR 1 1/2' LEAR PROVIDE (9 LAYER 5/B" TYPE 'X' FPE RATED GYP, BE). CL~ FOR ENTF~E AREA OVER GARAGE (SEE FNDT. PLAN NOTES) 1'-0" 1'-0" 1'-0' - .5 BARS o 24" B.C. IHORIZ~ J INTERIOR J eS BENT DOWELS 24' O.C. (VERT.) PRE-MOLGED FLLER AT PERIvlETER 6' POURED COliC. SLAB W/ 6'XS" W1.4 x Wl.4 W.W.M REINR RIGID INSULATION -- 6 ~t. POLY VAPOR BARRER OVER 4' DEPTH OF CRUSRED VIBRATED STOI~E BASE OVER LINEXCAVATED VIR¢~*I SOL DETAIL o FOUI~3ATION WALL (TYPICAL) SCALE: 3/4" = 1'-0" · CARRIAGE BOLTS PER MODULAR MANUF. & FER LVL MANLE'. CONNECTiON FOR MULTI-PLY BEAMS F.J. BY MOCULAR MANUF. 4' DIA. STEEL COL. W/ ~AELDED lB" X 10' X 3/4' STEEL TOP & BOTTOM BRG. PLATES (SEE COORD. NOTE FOR STL COL. SPEC,) FLOOR BEAM SUPPORT LVL HEADERS W1THIN MODULAR ASSEiv~LY (SEE PLANS FOR SI2~NG) 12' T~CK POURED CONC. FTG. W/ e5 BARS EACH WAY (GEE PLANS FOR SI2~NG & QTY. OF BARS, ~.. 3' CLEAR PlC. FTG, TO REST ON UNEXCAVATED VRSIN 8(31_ LO. I LQ. VARIES - SEE PLANS PROVIDE (4) 112' DIA. tMEDSE ANCHORS W/ PLATE WASHER - PROVIDE PRE-MOLDED FLLER W/ CONC. TOPPING 6' POLIRED CONC. SLAB W/ 6"X6' Wl.4 x W!.4 W.WJvt RBNF. 6 MI. POLY VAPOR BARRER OVER 4' DEPTH OF CRUSHED VIBRATED STOf~E BASE OVER UNEXCAVATED VIRGIN SOl. DETAIL o INTERIOR COLUIv~ [BEAM TYPE SCALE: 3/4' - 1'-0' ~ / ~ DATE ISSUE FOR BLILDING DEPT. REVEW 04/15/10 THE DRAW~SS, SPECFICATIONS AND OTI~R DOCUMENTS PREPARED BY THE ARCHITECT FOR ~ PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY W1TH RESPECT TO TI-IS PROJECT AND THE ARCI-ITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ARCHITECT'S DRAV~INGS, SPECIFICATIONS AND OTI'~ DO~S SHALL NOT BE USED BY THE OWNE~ OR OTHERS ON OTHER PRO~ECTS, FOR ADDITIONS TO TI~S PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS. . P~O~ECT [" :!:i HOHN RESIDENCE ;ii, OILLETTE DRIVE :, EAST MARION, NY ~ TITE PROPOSED FOUNDATION PLAN & DETAILS DATE SCALE AS ~IE) F[ENE R2009-19 123 SOUTH STREET OYSTER BAY. NY 11771 TELEPHOFE (516) 628-2804 FAX (516) 628-2807 CORE GROUP ARCHITECTS LLP REVISION / ~ DA'TE ISSLE FOR BULDI',IG DEPT. REVEW 04/15/10 cs sw /,94 & COLT Ecs TABLE R301.2(1) I ~ ~ ~ND SUBJECT TO BA~GE ~OM -- GROUND SEIS~C FROST ~ IC~ SHIEL~ 9PS HOUSE: UPLI~ · * SNOW SPEED DESIGN LINE DESIGN UNDERLA~NT FLOOD ~ :.' LO~ (MPH) CATEGORY ~A~,G DEPTH T~MITE DECAY TEMP REQUR~ HA~S FLOOR SAND TO SILL PLATE = (1) 1.5' x 22 · · ..  - I e' ' GA. CS STRAP W/ (7) 8D NAILS EACH END I ' ' NAILE3 MODERA~ SUGHT TO 110 F (NA~AU) REQUIreD F~.MA. & CS STRAP -- ~ ~' HOUSE: SHEAR (END WALL) ~ PBRT]ON 20 120 B S~ 36' TO H~ ~D~ATE 13° F [SU~OLK} (SEE SECT~0N 905) NF.IP FLO~ 7' MZNZ U. % .'. SILL TO FOUNDATION= 1/2" Dm~ ~OLTS ~ ~1 m~.l LTP4 S]~ECBVE~ ~¢~:' I~ SPAN ~7 2001 EDITDN, 4 ¢ ..'. SILL TO FOUNDATION 1/2' DIA. BOLTS ~ ~--" ..~ ' '' 2~ O.C (OR) 5/8' DIA. BOLTS ¢ 36" C.C. 30' ~}~ ~ i MINi 14~;22:'~.., ll~ LO~ REBAR ~:~ ) IN SHEAR )ECKS 40 I ~ DRAWI4GS, SPECFICATIONS AND O'~NER DOCUMENTS PRE~ARED BY ~4E ARCHTECT FOR TRIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WiTH RESPECT TO THIS PROJECT AND THE ,i ARCHITECT SHALL BE DEBvED THE AUTHOR OF THESE : DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESBRVED RIGHTS INCLUDING THE COPYRIGHT. THE ARCHITECT'S DRAWINGS, SPECEICATIONS AND OTHER OCCURS SHALL NOT BE USED BY TNE OWI~ER OR OTItERS ON 033-ER PROJECTS, FOR ADDmONS TO TItS PROJECT OR FOR COMPLETION ,' OF THIS PROJECT BY OR FOR OTHERS. 8' P.C. FNDT. WALL PROVIDE ON 8'x16" P.C. FTG. W/4" EMERGENCY P.C. SLAB ,& AREA DRAIN RBNF. P.C. SLAB OVER RESCUE W1NDOW VAPOR BARRIER WELL & W1NDOW (SEE PLAN FOR LOACTION) '~l 4~'-- ~'z~ 7N"'~ -- LADDER ,,. · PERMANENTLY AFFIXED < TO FNDT. WALL · ae INTERIOR HEARING PARTITION 5/8' DIA ANCHOR W/7' MIN. DEPTH @ 36' C.C. (MAX.) W/ MIN. 3'xl/8" WASHER (WFCM TABLE 3.2A) (3) e5 BARS (CONT.) ~2~ L 2'-0' C.C. L i I ~1/2' CARRIAGE J o, n, n,-/ ,[ 2'-0" C.C. ~ BOLT CMIN.) W/ WASHER & ~T (~.) WINDOW WELL DTL. SCALE: 1/4' = 1'-0' HAUNCH SLAB DETAIL SCALE: N.T.S. o INTERIOR WOOD STUD BEARING WALL DETAIL o STEEL FLITCH PLATES SCALE: N.T.S. PRO~E STEP · 12' P.( ON 36'X1,?." P.O. FTG. (SEa: TYP. DTL.) GARAGE RAMP DOWN BEDROOM NO. 3 2T~5' (LENGTH OF RAMP) PARTIAL SECTION @ RAMP SCALE 1/4" · 1'-0' PROVDE HA~D SLAB o SASE OF RAICP (SEE TYPE DTL.} J ~ ~T'O' FIRST FLOOR F.J. BY MODULAR MANUF. LVL HDR. BY MODULAR CO. f.A BY MODULAR MANUF. NEW WIO STL BEAM NEW (4) 3/4" DIA. BOLTS A325 DETAIL o INTERSECTION OF BEAM TYPE 'A' & SCALE: 3/4' = T-O' PROJECT DATE ;, HOHN RESIDENCE i,Ii~ GILLETTE DRIVE SCALE ',, EAST MARION, NY AS ',~ PROPOSED FOUNDATION PLAN DETAILS mAwm No. ,I, CORE GROUP ARCHITECTS, LLP 123 SOUTH STREET OYS~R BAY, NY 11771 ',' TELEPHONE (516) 628-2804 FAX (516) 628-2807 BUILDER MATERIALS SPECIFICATION GENERAL NOTES NAME: NICKBUILT LUMBER SPECIFICATION SHALL BE : THE BUILDER SHALL BE RESPONSIBLE FOR ( UNLESS OTHERWISE SPECIFIED PROVIDING ALL SITE REQUIRED ELEMENTS OF STAIR pARAMETERS SHALL BE : ADDRESS: DUCK POND ROAD IN THIS DRAWING PACKAGE ) EGRESS TREAD (MIN) --- 9" + 1 1/8" NOSING R~SER (~X) = 8 ~/4" GLEN COVE, N.Y. 11542 STUDS = SPF 1 & 2 CEILING FANS THAT WEIGH LESS THAN 35 lbs HEAOROOM (MIN) = 6'-8" PERIMETER BANDS = SPF 1 &: 2 IDENTIFIED FOR SUCH USE AND SUPPORTED OR BE'~EN HANDRAIL AND OPPOSITE WALL PHONE: (516) 554--1815 MICRO LAM : 2750 Fb, 2,000,000 E IN ACCORDANCE WITH NEC SEC. 370-25 HANDRAIL HEIGHT = .34" - ,.38" ABOVE EXI~RIOR FINISH MATERIALS SHALL BE : ANO 570-27 FLOOR OR FACE OF RISE TO TOP OF VINYL SIDING HANDRAIL FIBERGLASS ROOF SHINGLES, CLASS C MIN ,36" ~ SEE ORDER FORM FOR EXTENT OF MATER,ALS SITE WORK SHALL BE SUBJECT TO LOCAL MIN. STAIRWAY WIDTH AND INSTALLATION PROVIDED BY FHT BUILDING DEPARTMENT INSPECTION. THIS N/V~IE: HOHN THE BUILDER SHALL BE RESPONSIBLE FOR DRAWING SET INCLUDES THE MODULAR INSTALLING GABLE END SIDING (AND ANY OTHER PORTION OF THIS PROJECT ONLY. THE SIDING NOT INSTALLED BY FHT) AS SITE WORK BUILDER SHALL BE RESPONSIBLE FOR DESIGN AND ENGINEERING OF ALL SITE TO THE BEST OF MY KNOWLEDGE, BELIEF CONSTRUCTED ELEMENTS. AND PROFESSIONAL JUDGMENT: BUILDING SiTE LOCATt'ON INTERIO.R,FtNISHES OF UNITS MUST BE 1. THIS FACTORY-MANUFACTURED HOME CLASS'C MIN. THE BUILDER SHALL BE RESPONSIBLE FOR (F~H) PLAN HAS BEEN DERIVED FROM A STREET iNSTALLING THE HEAT (ON SITE) TO INCLUDE SYSTEM SET OF FMH PLANS APPROVED BY TYPE, CHASES AND ALL PLUMBING (IF EEO'D) D.O.S., MANUFACTURER'S APPROVAL No. TOWN/CffY: EAST MARRON, LONG ISLAND 1056-02-(376, EXPIRATION DATE 12/,30/10, THE DISCRETE MODELS DERIVED FROM WHICH HAS NOT BEEN MODIFIED IN ANY WAY COUNTY: SUFFOLK SYSTEMS ARE RESTRICTED TO NON-ELECTRIC STATE: NEW YORK BUILDING DESCRIPTION HEATING SY~TEMS ONLY. 2. THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW GROUND SNOW LOAD: 20 YORK STATE. BUILDING TYPE: SINGLE FAMILY .OPEL ~PE: C^PE DOCUMENTATION INDEX BUILDING CODE & SPECIFICATIONR OCCUPANCY: RESIDENTIAL TN~S PROJECT SHALL COMPLY WITH THE SHT No. TITL[ OFFICIAL COMPILATION CODES, RULES, AND CONSTRUCTION 'IYPE: WOOD LIGHT-FRAME REGULA~ONS OF THE STATE OF NEW YORK. RESIDENTIAL CODE OF NEW YORK STATE THIS BUILDING MUST BE LOCATED OUTSIDE C COVER SHEET ENER~ COHSE~VATION CONSTRUCTION CODE nRE UMITS OF NEW YORK STATE MECHaNiCAL CODE OF 1 ELEVATIONS J~ NEW YORK STATE PLUMBING CODE OF NEW 2 FOUNDATION PLAN YORK STAT£ FUEL GAS CODE OF NEW YORK STATE NAllONAL ELECTRICAL CODE (2002) 3 FIRST FLOOR PLAN DADO/ANSI, A~II?.1-lg92 NATIONAL DESIGN 4' SECTIONS SPECIRCATION FOR WOOD CONSTRUCTION MODULAR LABEL LOCATIONS (SEE Q.C. MANUAL) 5 DETAILS ,,, ® > STATE LABEL IN KITCHEN SINK BASE CABINET =6/6ATRUSS SPECIFICATION o DATA PLATE IN KITCHEN SINK BASECABINET=(~ E1 FIRST FLOOR ELECTRICAL TH*RD RAR~ ~NSPECT~O~ LABEL AS NOTED =(~) P1 PLUMBING SCHEMATIC ("'- _/:P~::)_.r~ ~ ..,) ~-~, STRUCTURAL LOADS (PSF) ON PLAN ROOF LIVE LOAD (SEE TRUSS DRAWING) XX ROOF BEAD LOAD (SEE TRUSS DRAWING) XX AITIC LIVE LOAD (CLG HOT > 4,5') ,30 2/22/10 ATTIC LIVE LOAD (CLG HOT < 4.5') 20 THIRD PARTY INSPECTION AGENCY A ,C LIVE LOAD (, COESS,BLE) ,o 131 E!J ATTIC DEAD LOAD 10 T. R, ARNOLD & ASSOCIATES RsT FLOOR LOAD FLOOR DEAD LOAD 10 P.O, BOX 10~1 OF THE RESIDENTIAL CODE OF STAIR LIVE LOAD 75 ELKHART, IN 4651 5 NEW YORK STATE 2007 WIND SPEED 3 SECOND GUST 120~ WIND EXPOSURE CATEGORY C I0"~00 SEISMIC DESIGN CATAGOm' B J3/lO/lOJ ASSUMED SOIL SITE CLASS D NICKBUILT / HOHN ~-,' ~mimm~ - lr mm~ m,,~~__ / m'm } '~'" } 9 "~ ~ ~ DOOR SCHEDULE s,z~ ~0 ~.[ G~*NO vmr ~ DESIGNED BY 2007 · -0~,'~' ,~. m~ ~ ~ ~ NEW YORK STATE CODE s/~ m ~ HIOH ~IND DESIGN ENERGY STAR RATED m~ N[CKBUILT / HOHN UCTION ME"I'HODS &: CONNECTIONS HIGH WIND CONSTR PER IN~ ~SI~I, C~E SECTION R~I.2.1,I ~ S~ P~ ~H A Mt~ l~S ~ 7/16" (I DUE ~ THE N~ ~ ~DU~ ~, C~R~ON5 ~ONG W~H VA~ L~S ~ U~UM SP~ ~ 8'-0" (245~) S~ 8E PE~II~ ~ 0~ ' P~TE W SLL S~L s'sPt~~~ ~ ~(2) 2x8 P.T. SILL / mE L~~O~' ~E~ ~P~sor~~OEN~ C~E II / ~ BUILDER) ~= [2) TM ~ ~ ~T' ~ SHEET 1~ ~'~~ '~':If*'.~ll . ~s~ ~~ /~.(~) ~ ~pl~L 0 ~TE W~ 1ST FL~ [.C~IQN ~S-3~ ~) }~ x I m~s ~ , - : 2xto ~ z~Rc~-- L ~s o ~CH s~c ~ ~ I/2" ~ ~ t . ~~/ Ol*~ P~T~ FR~ ~P~L KN~ WA~ NECT~ (~E) eND ~' F~ ~¥2' ~s ~ ' ~- COLI~ TIE D~AIL (9/12 ~ SECTION ~ ~ : ' .... ~ FOR ~KE OVERHANG OUTLOOKER CONNECTION REQUIREMENTS ~m~ SEE TABLE 5.4C SHEET 18F, SEE HGURE 2.1G SHEET 18P I ~ ~ ~/~ ~ m~ ~ · ~' ~.c, ~  , ~PICAL ARCH O MATE WALL DETAL J3/10/10J 3 T~DRAINAGE' WASTE~AND ~NT FI1TINCS 3' L~G tuRN ~L '' r 46 f' ~T WpL~ ~ SHUT-O~ VAL~ 2/22/10 WATER SUPPLY FITTINGS o ~/4'~/¢,,I¢ ~ NICKBUILT / HOHN