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HomeMy WebLinkAbout34424-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34513 ~te: 08/24/10 THIS u~aiTIFIES that the building ENCLOSED PORCH Location of Property: 1185 BUNGALOW LA MATTITUCK (HOUSE NO.) (STREET) (HAMLET) Cotunty Tax Map No. 473889 Section 123 Block 3 Lot 16 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 6, 2009 pursuant to which Building Permit NO. 34424-Z dated FEBRUARY 9, 2009 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 ENCLOSED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #6233, DATED 1/22/09. The certificate is issued to RONALD & PATRICIA ZITO (OWNER) of the aforesaid building. SIIFFOLa~CO~DEPAR~qTOF}~ALTHAPPROV~J~ N/A EI~C'~RICAL U~d(TIFIC3%~ NO. 4027877 06/26/09 PLI3MBERS ~TIFICATION DA'r~3 N/A Rev. 1/81 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. 34424 Z Date FEBRUARY 9, 2009 Permission is hereby granted to: RONALD & PATRICIA ZITO 906 MIDLAND RD ORA~DELL,NJ 07649 for : PORCH ADDITON AND REMOVAL OF SHED AND OUTDOOR SHOWER ON WEST SIDE OF EXISITING SFD PER ZBA#6233 AS APPLIED FOR. at premises located at County Tax Map NO. 473889 Section 123 pursuant to application dated FEBRUARY Building Inspector to expire on AUGUST 1185 BUNGALOW LA MATTITUCK Block 0003 Lot No. 016 6, 2009 and approved by the 9, 2010. Fee $ 400.00 Authorized Signature ORIGINAL Rev. 5/8/02 F~rm ~o. 6 B~ILD~G DEPARTmEnT TOWN HALL 765-1802 BY: ................... APPLICATION FOR CERTIFICATE OF OCCUPANCY This application mUSt be filled in by typewriter or ink and submitted to tho Building Department with thc following: .4,. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Appr°val from Health Dept. of water supply and sewerage-disposal (S.9 form). 3. Approval of electrical installation fi:om 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 building, multiple residences and Similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and ,pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to respect signed by thc applicant. If a Certifica[e of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00~ Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to aecessory building $25.00, Businesses $50.00. 2. Certificate of Occupancyon Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Date. Old or Pre-existing Building: ~ (check one) House No. Street oWnerorOwaersofProperty: ~O~fl~L.l~ ~- ~>flcT'~{~_~JA ~>l-FO · SUffolk County Tax Map No 1000, Section ! ~ ~ Block Su vision Permit No. ~ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ..h_~'. o ~ Date of Permit. /~. 6-,/~. Filed Map. ~ ApPlicant: Hamlet Final Certificate: Underwritev~ Approval: (check one) Applican~ Sigq~e Lot Lot: BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by RONALD & PATRICIA ZITO JAMES MURRAY PO BOX 305 1185 BUNGALOW LN LAUREL, NY 11948, MATTITUCK, NY 11952 1185 BUNGALOW LN MATTITUCK, NY 11952 Located at Number: Certificate Number: 4027877 Application 4027877 Permit: 34424 BDC: ns11 Section: Block: Lot: Building Described as a occupancy, wherein the premises electrical system consisting of Residential electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, A visual inspection of the premises electrical system, limited to electrical wiring devices and to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Adminis?.a.J~ion, or other ...... 26th June ,~uu~. authority havinglurlsd~cbon, and found to be ncompllancetherewthonthe Day of Name QTY Rate Rating Circuits Tvoe Wiring And Devices Dimmer 1 0 120 V Fixture 2 0 incandescent Paddle Fan 1 0 Receptacle 8 0 Gen, Purpose Switch 3 0 Gen, Purpose seal I of l This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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 CONSTRUCllON [ ] FIRE RESISTANT PENETRATION REMARKS: ~ ~. ., ~/~ ,' / ,'~ /../ · DATE__~ ~ -~'~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PElt,. i~,,,ATION REMARKS: ~ .... TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH P~L~G. FOUNDATION 2ND [ ] INS~H. ATION FRAMING / STRAPPING [ L/,]/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONS'rRuc'noN [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR Mark K. $chwa~,tz, AIA - Arctu'tect, PLLC P.O.~ox~ - ~, · Cutchogue, New York 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 March 24, 2009 Southold Town Building Department Main Road Southold, New York 11971 Re: 1185 Bungalow Lane Mattituck, New York Building Permit # 34424 To Whom This May Concem: I have been on site during the construction phase and have inspected the foundation. To the best of my knowledge, the foundation work has been completed as per plans and meets or exceed NYS code requirements. Please call this office if you have any questions or require additional information. Very truly y~urqt I~AI~ 2 5 ~LDG. DEPT. TOWN OF SOUTHOLD Mark Schwartz ZaoHouseFound.doc FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE ADDITIONAL COMMENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD-, Ny 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Approved ,~) ~ (1 ,20 'C, (~ Disapproved a/c Expiration ~ J Ct ,20 ] ~" PERMIT NO. BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trastees Flood Permit Storm-Water Assessment Form Contact: ~/~j~j~ ~2t.~t.j~F Mail to: ~-~ Phone: 7, 4 J¢/F; Building Inspector 'PLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~7~~//~ (Signature of appli'6~_.or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~_.~l.d/~C.~ 4 F~"Lont~h/~'~ ( e (ax 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 ofl_and~orl, which proposed worl~ will be done:House Number [/ ~j~J~ [J l/AY ~ ~}~("~J*~'~Street County Tax Map No. 1000 Section [ ~ 3 Block 0 3 Lot Subdivision Filed Map No. Lot State existing use and occupancy of pre~r~ses and intend, ged use and occupanf~ of proposed construction: a. Existinguseandoccupancy .3/ALPC F. ~ ~ lC ~ ( b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition v/~ Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusin cess, _ mmercial pr,mixed occulzancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear _Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. tAmensions o~ ennre new construction: Fro~it Rear Depth Height Number of Stories Rear 9. Sizeoflot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /~ ¢~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NO YWill excess fill be removed frompremises? YES 14. Names of Owner of premises ~/~. _ Address O~ ~0~ L cI A.J ~ Phone No. Name o f Architect g4~/~//~ f'c fft,~TL Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~/~ NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS, MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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. __NO / 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. CONNIE D. BUNCH Notary Pubtic.Stata of New York STATE OF NEW YORK) No. 01BUCI85050 .- - SS: , Qualified in Suffo k County ~ UNTY~::4~Ti' 7 (cmmission Expires April 14, 201~' co 6 t~t,X/,~ f being duly swom, deposes and says that (s)he is the applicant (Name ....... of indi' vidual signing contract) above named, (S)He is the / (Co~tt:actor,*Agent, Co{'porate 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 are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~ (~4dh dayof, ~.J~L,cl~c4,~_ 20©(~ Notary Public Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,20.__ Approved 20 Disapproved a/c ~{ ~4 f (~)~) Expiration ,20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mailto: /~,~/g~,/:5 -.~/J/,~.,¢~ 7-Z Phone: ~4 - 4 t/d~,~' Building Inspector i APPLICATION FOR BUILDING PERMIT : ..... ~ Date ,20_ s app~ieati0fi I~UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~~/~ (Signature of applibo..gt/or name, if a corporation) gi (Mailing address of applicant) State whether applicant is owner, lessee neer, general contractor, electrician, plumber or builder Nameofownerofpremises .~ ~,O' A t. t) 4{ /52~T,E , 6 //.2 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatjon,gfl~and on which proposed work will be done: House Number Street Block a 3 Lot [ 6 Filed Map No. Lot County Tax Map No. 1000 Section Subdivision State existing use and occupancy of premises and intended use and occupancy of proposed construction:' a. Existing use and occupancy ~/~/~ L/-' b. Intended use and occupancy ~'/q'~ ~-~ Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories 8. Dimensions of entire new constructig~t: Front Rear Depth Height Number of Stories Rear 9. Sizeoflot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated t/~ 4' 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 Name of Architect Name of Contractor 5¢/~t~4~/g 7~- Address Address Address Phone No. Phone Phone No. \/ 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YESZ~L_ NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT, S/MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES~V~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNT. Y OF ~ 'J~/']/(~/f~ 7-~ ~- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH ///~, Nota~ Public, State of New Yo~k (S).e is the ~"a/,F/H/~C~Tt/,,7'-~.~-- No. 01RU6185050 Ofialifi~d in .~lff~k County .~ (Contractor, Agent, Corl~omte (Sfficer, etc.) Commission Expires April 14, 20/~.. 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 are tree 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. Notary Public BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6940 DATE: AUGUST 20~ 2008 ISSUED TO: RONALD & PATRICIA ZITO PROPERTY ADDRESS: 1185 BUNGALOW LANE~ MATTITUCK SCTM# 123-3-16 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 Resolution of the Board of Trustees adopted at the meeting held on August 20, 2008, and in consideration of app/:ication fee in the sum of $250.00 paid by Ronald & Patricia Zito and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish walls and roof (foundation to remain) of existing 10.5'x10.3' porch and extend the porch 6' to the east with a new concrete foundation, with the conditions of the installation of a 20' non-turf buffer, the installation of gutters, leaders and drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, and as depicted on the survey prepared by Stanley J. Isaksen, Jr., last dated August 25, 2008, and received on August 26, 2008. 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. TERMS AND CONDITIONS The Pemaittee Ronald & Patricia Zito, residing at 1185 Bungalow Lane, Mattituck, New York 11952 as part of the consideration for the issuance of the Permit does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assUmes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. That there will be no unreasonable interference with navigation as a result of the work herein authorized. That there shall be no imerference with the right of the public to pass and repass along the beach between high and low water marks. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work heroin authori~:ed, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Department of Real Properties Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. That the said Board will be notified by the Permittee of the completion of the work author/zed. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0561C Date: August 9, 2010 THIS CERTIFIES that the demolition of existing and construction of new porch attached to dwelling, gutters to leaders to drywells, and a 20' non-turf buffer to be maintained along the edge of the wetlands At l 185 Bungalow Lane, Mattituck, New York Suffolk County Tax Map # 123-3-16 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 6/25/08 pursuant to which Trustees Wetland Permit # 6940 Dated 8/20/08 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing and construction of new porch attached to dwelling, gutters to leaders to drywells, and a 20' non-turf buffer to be maintained along the edge of the wetlands The certificate is issued to RONALD & PATRICIA ZITO owner of the aforesaid property. u~t~or~ed Signa ur} tt~ New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 Phone: (631) 444-0365 · FAX: (631) 444-0360 Website: wvvw.dec.state.ny.us Alexander B. Grannis Commissioner LETTER OF NON-JURISDICTION TIDAL WETLANDS ACT Ronald and Patricia Zito 906 Midland Road Oradell, NJ 07649 December 3, 2008 Re: Application #1-4738-03878/00001 1185 Bungalow Lane, Mattituck SCTM # 1000-i23-3-16 Dear Mr. and Mrs. Zito: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that: The property landward of the 10' elevation contour line, as shown on the survey prepared by Stanley J. Isaksen, Jr. dated 7/3/08, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no penait is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tit~al wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions chan~e. Please note that this letter does not relieve you of th.: responsibility of obtaining any necessary permits or approvals from other agencies or local municipalitit s cc; M. Schwartz MHP file rely, / ) Permit Adminisffator v FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 25, 2008 TO: Mark Schwartz (Donald Zito) PO Box 933 Cutchogue, NY 11935 Please take notice that your application dated August 7, 2008 For permit for "As Built" outdoor shower addition to a single family dwelling at: Location of property: 1185 Bungalow Lane Mattituck, NY County Tax Map No. 1000 - Section 123 Block3 Lot 16 Pursuant to Article XXIII Section 280-124, non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum single side yard setback of 10 feet and a total side yard setback of 25 feet. The survey shows a side yard of 7 feet +/- and a total side yard setback of 18 feet +/-. Authorized Signature~ Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. APPEALS BOARD MEMBERS Gerard E Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman ~ti~I~INGS, DEI TOWN OF SOUTHOLD M Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ,ONING BOARD OF APPEALS TOWN OF SOUTHOLD el. (631) 765-1809 - Fax (631) 765-9064 [BERATIONS, AND DETERMINATION (MAS) :ETING OF JANUARY 22, 2009 ZBA FILE # 6233 - Ronald and Patricia Zito, Applicants PROPERTY LOCATION: 1185 Bungalow Lane, Mattituck CTM 1000-123-3-16 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this apphcation and determines that this review fails under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The subject property is a 17,476 square foot parcel measuring 65 feet along Bungalow Lane to the west, 282.61 feet along the southern boundary, 69.41feet along Deep Hole Creek tO the north, and 260.46 feet along the northern boundary. The lot is improved with a single-family house, an accessory cottage and garage, as shown on the July 3, 2008 survey prepared by Stanley J. Isaksen, Jr. L.S. BASIS OF APPLICATION: Request for a Variance under SectiOn 280-124, based on the Building Inspector's August 25, 2008 Notice of Disapproval concerning an as-built shower addition set back less 10 feet in a side yard, and a total side yard setback of less than 25 feet. Findings of Fact RELIEF REQUESTED: The applicant seeks permission for a 22 foot total setback consequent to ~he addition of a 6' x 10.9' extension to an existing porch and removal of a shed and 4 foot shower. ADDITIONAL INFORMATION: Applicant commenced the construction of a porch extension on the east side of the house without a building permit, which was denied because of insufficient side setbacks. The applicant has responded to the Building Department's disapproval by proposing to eliminate the west side setback violation by removing a shower and shed. Page 2 - January 22, 2009 ZBA # 6233 - Ronald Zito CTM 123-3-16 The Zoning Board of Appeals held a public hearing on this application on January 8, 2009, at which time written and ora.1 evidence was presented. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law Section 267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Adding a 6' x 10.9' (10.5') addition to the existing 10.3' x 10.5' screened porch on the east side of the house will be compensated by the removal of a shed and shower on the west. 2. Town Law Section 267-b(3)(b)(2). The benefit of an enlarged porch cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. 3. Town Law Section 267-b(3)(b)(3). The proposed variance is not substantial. Removal of the shed and shower on the west side of the house will bring the west side setback into conformity and create a total side yard of setback of 22 feet. 4. Town Law Section 267-b(3)(b)(5). The difficulty was self- created. 5. ToWn Law Section 267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the Physical or environmental conditions in the neighborhood. 6. Town Law Section 267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting 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, a motion was offered by Member Simon, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on Map A-1 prepared July 9, 2008 by Mark K. Schwartz, A.I.A. and stamped "Final Map Reviewed by ZBA" with hand notations and July 3, 2008 survey prepared by Stanley J. Isaksen, Jr., subiect to the following condition: Page 3 - January 22, 2009 ZBA # 6233 - ~ onald Zito CTM 123-3-16 Removal of the shower and shed on the west side of the dwelling. That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. 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 nonconformity. Vote of the Board: Ayes: Members Goehringer (Chairman), Oliva, Dinizio, Simon, and Weisman. This Resolution was duly adopted (5-0). Ruth D. Oliva, Vice Chairwoman 1/~j/2009 Approved for Filing _of Southold Erosion, SedEmentation & Storm-Water Run-off ASSESSMENT FOR.'.' IZ3 0/ lb District se~eon glock Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMI8SION OF A STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL Cr:Ai irlED BY A DESIGN PROFE.$~iONAL IN THE STATE OF NEW YORK. Item Number. (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 Will this Project Retain All Storm-Water Run*Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site cleadng and/or construction activities as well as all Site Improvements and the pen'nanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures thdicatJng Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Maledal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? 7 8 9 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped lo Direct Storm-Water Run*off into and/or in the direction of a Town fight-of-way? Will this Project Require the Placement of Material; Removal of Vegelation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT inctade the Installation of Driveway Aprons.) Will this Project Require SiIe Preparation within the One Hundred (100) Year Floodplain of any Watercourse? r"~ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erostan Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building PermRI EXEMPTION: Does this project meet the minimum standards for classification as an Agdcu~tural Project? Note: ~fY~uAnsweredYest~th~sQuest~n~a~t~rm-Water~rad~ng~Dra~nage&Er~si~nC~ntr~P~anisN~TRequlred~ Ye__~s N~o STATE OF NEW YORK, COUNTY .............. ss ............... ~!.~?~.u~a[.~;.~[~..~.~J~.....~....~...... being duly sworn, deposes and says fl~at he/sh~e.~][ ~. §~c~ for Permit, That I Notary Public, State of New Y0r~ And that he/she s the · i~9. 0~BU6185050 ...........................................................................................(o~. Co~~o~t~ o~. et,.) Commission Expires Aod114, ~~a!ified'm"~ff° k .~..,eun ........ Owner and/or representative of the Owner o£ Owner's, and is du ywl~authorized to per£onn or have performed rite said work and to make and file this application; that all statements contained in this application are tree to the best o£his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; (~¢ 4~ day of F~ ...................................................... ::~ ............ ~00..~ Notary Pub c: ....... ~'~"'"'"~"~' ~'"" "~'~'~X ............ FORM - 06/07 ~ Date File # TOWN OF SOUTHOLD COMPI_A~NT REFERRAL FORM Location of Complaint: I I%,~- ~:> I.x./kq~ ~ SCTM# I~.~ '~--~ Property Owner: ~~ + ~; ~ ~ ~'~ Phone NATURE OF COMPLAINT: ACT[ON TAKEN: , _ ~ · 'u-~,- /.e~ '~~,~--,K~/~ . £~-,, r-. Optionam. ~~ % ~ ~ Complainant; By Phone ~ Mail ~[n Pe~on ~ Address ' Phone; Repo~ Taken By: Date: Date Referred to Code Enforcement: SITE INSPEC'r[ON REPORT/DATE: CODE ENFORCEHENT REPORT ACI"[ON/DATE: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 6,2008 Mr. & Mrs. Ronald Zito 906 Midland Road Oradell, NJ 07649 RE: 1185 Bungalow Lane, Mattituck Dear Mr. & Mrs. Zito: Please be advised we have received a complaint at the above address regarding construction being done without first obtaining a Building Permit. According to the Code of the Town of Southold, a building permit is required prior to any construction. (Application enclosed). Please contact our office as soon as possible so we can resolve this matter. Respectfully, Southold Town Building Dept. George Gillen Building Inspector GG /cb (Cert. Mail) ........ Estimated Cost: Zone: ~-L/~ Conformiag? 'roperty Address: l.lldiug permits (Open/Expired): BP I~-[D.I/Z/C/O Z- / ?~7~, [nfo~gt~Bp P ~Z/C/O Z ~ , Info: BP -Z / C/O Z~ _, Info: ingle & Separate Search Required? Y o~efermination: ~Q. Lot Size: ACT. Lot Size: ~Q. Front ACT, Front ~Q Side ACT. Side ~Q. Height~_ ACT. Height Z / C/0 Z-___, Info: BP -Z/C/0 Z- ,hfo: REQ. Lot Coy. ~ ACT. Lot C0v. P~Q. Rear PROP. Rear rojec( Description: Yate'fon~?'t'o~ N? ['}'eS, waiel body ..... Panel# __ Flood Zone: Bulld~( acl"Bh[fl' Distance: .DDIT[O NAI. A['I?I~O VA LS ?OWu La[ldmark C of A: ~" o~DTE: / / * ' ' , ~ S CODE Coml) liauce (page 2): y 4otes: TorI'AL:$ NE W YORK STATE CODE COMPLIANCE CHECKLIST CL1MATIC/GEOGKAPHIC DESIGN CRITERiA: Ground Snow Load: 45 Weathering: Severe __ Frost Depth: 36"__ Design Temp: 11 [ce Shield Underlay: YE8 USE/OCCUPANCY CLASSIla'ICATION HEIGHT/FIRE AREA: TYPE OF CONS FRUCTION: DESIGN CRiTEPdX,.: ENGINEEKED/PRESClk [PTI-WE FULL FYt)d,AFNG DESIGN ELEMENTS YIN HEADERS: YfN WALL SI'UDS: YIN CEILING JOISTS: \"IN FLOOR JOlNl'fi DES[GN LOAD CALCULATfOIq,'J L,IVI£; YfN DI£/'A} VrN SNOW: h/N 51'~P,r,[IC \vI]qDO\V t-A~.rD l,OO[4 SCHEDULE h.I lS,qljIr, TIL,qT I'~EQL/IR_EMI}N [ S EGP._ESS 5¢ S.F.: y/IN L1GIq[T 8°/~: y/IN NAILFNG/CONSTRUCT[ON SCHEDUJL.E Y/N MEANS OF Er;RIi~fi LCW'ATI(IIq C~F FliCk Pp, oq F_'(_'TI~ ~1} l_lql%l.tcg'f L_AI, , ', l! TOTAI, (OMPI I["N( 'E'? Y/N (ltl~l illin I o ['A(;I (-iNit} Wind Speed: I20rV[PH Seismic Design Category/B Termite: IV[-H __ Decay: S-M Flood Hazards C;I]~_I) IZRS: "d/IN Titan I Iall Annex .5f375 Mai[] Road P.O. Box 1179 Sot]thoid, NY 11971d)93!I Telephone (631) 765-1802 Fax (631) 763-9,302 BI 7ILl)IN(; 1)I:;PAI/TMENT TOWN OF $OUTHOLD August 9, 2010 Ronald & Patricia Zito 906 Midland Road Oradell, NJ 07649 RE: 1185 Bungalow Lane, Mattituck TO WHOM IT MAY CONCERN: The [o. llowing items are needed to complete your Certificate of Occupancy: NN, J Application of Certificate of Occupancy. (Enclosed) <~ -~4, -' Alectdcal Underwriters Certificate. fee of $25.00. tG' ' I t~ ~ ~O Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34424-Z porch addition TOWN OF. SOUTHOLD tlROPERTY RECORD CARD OWNER FORMER OWNER RES. IMP. /Zoo TOTAL LAND ,STREet / 1 ~ VI LLAGE W ,,vi, DISTRICT ~ ACREAGE TYPE OF BUILDING Lot VL. FARM DATE COMM. IND. CB. I MISC. REMARKS AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Form Tillc~ble 1 Tillable 2 Tillable 3 Woodland Swampland Brushland ' Acre Value Per Acre Value House Plot Total To~n Hall Anncx 5{37.5 Main Road P.(). 1½ox 1179 Soulholll, NY 11971-0959 Tclcl)honc (fi:gl) 76.'5-1802 Fax ((;31) 76.3-9.3()2 BI ~ILDING DEPARTMENT TOWN OF SOUTHOLD May 13, 2010 Ronald & Patricia Zito ~ Midland Road Oradell, NJ 07649 RE: 1185 Bungalow Lane, Mattituck TO WHOM IT MAY CONCERN: ~,~dThe following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00. __ Final Health Department approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34424-Z porch addition N~ 73'04'00"E FM# 47 DATE FILED JANUARY 8, ?936 1000-123-05-016 GUARANTEED TO: RONALD Z/TO PATRICIA ZITO P/O LOT 12 S 73'04'00"W LOT ~3 PA~K AVENUE SURVEY OF PART OF LOT 12 MAP OF MARRATOOKA PARK BAY LOTS AND BUGALOW SITES SITUATE MATFITUCK, TOWN OF SOUTHOLD SUFFOLK COUNT'r", N.Y. SURVEYED FOR: RONALD ZITO PATRICIA ZITO /05 SURVEYED: 3 JULY 2008 SCALE 1"= 50' AREA = 17,476 S.F, OR 0.402 ACRES SURVEYED BY STANLEY d. ISAKSEN, JR. P.O. BO,~ 294 NEW GU#FOLK. N.Y. 1 1956 /~YS Uc.'No. ~92]z osR169o REVISIONS NAILING & CONNECTIONS ~ ~ 0 ' COMPLY WITH AL~ CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ~ Z SOUTH %~ TOWN P~ 4 NG 90ARB ~ 50, HCLD Tu'z~i~ TRUS'~EES OCCUPANCY OR USE IS UNLAWFUL ' ALL CONSTRUCTIO~ SHALL WITHOUT CERTIFICATE i MEET THE REQUIREMENTS OF THE I ~ ~ NOTrFY BUll_Dh'lu ~'ARTMENT AT I FOLLOWING iMSPECTIONS. FOR POURED CORCEETE _ (2) 2¢ 2. ROUGH - FRAMING & PLUMBING U ~ XI¢~N~4" P,C,% bW~/4" PbYO~R ( BE COMPLE]E FOR CO.  ALL CONSTRUCTION SRALL MEET THE b  ~ YORK STATE. NOT RESPONSIBLE FOR MIN,~'-O" DESIGN OR CONSTRUCTION ERRORS. ,I - ~ ~! _ UNDERWREERS CERTIFICA~ REQUIRED ~ow~ PURSU~Nf TO CHAPT[R 236 ~ = ,- . f~ ~ ,~ .;: f ? SHE~NUMBER: GENER ,L NOTE,5 CONSTRUCTION NOTES: 1), The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensurmg that all work and construction meets current fedora, state, county and ocs codes, etd nances and ragu atone, etc. These codes are to be considered as part of the specifications for this building and shou d be adhered to even f in var ance with he plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4. The des gner has no been engaged for construct on superv sion and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specftlc use expressed or implied in the use of these plans. 5), Refer to the Window and Door schedule for exterior openings. 6) The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, otc, 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor{s) above typical grade 2). All footings to rest on undisturbed (virgin) sod. . 3). Provide 1/2 expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas, 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. i). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be ,oured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with ;" maximum lifts (layers). ,, Crawl spaces to be provided with a minimum 18"x24" access opening. Install one asr iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residentiai Construction Code. A 6-mil polyethylene film shall be applied over the below grade podion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1), All framing techniques and methods as prescriptive design of 2006 SBC High Wind Edition Wood Framing Construction Manua. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Doug as F r. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c, unless noted 0 herwlse. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have 2 jack studs and 2 full eng h studs on each side of all spemngs. LVL headers to have (3) jack studs and (2) full length studs on each side of spenings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. ,. All flush beams/headers to be installed with heavy duty galvinized hangers and ipplicable to all connecting joists. 8). Double up floor joists under walls that run parallel to the floor joist and under bathtubs Floors to have ceramic tile installed shall be verified for proper load capacity unless noted WIND FRAMING NOTES RIDGE-TO-RAFTE gauge st re[~ When a collar tie is us~ in each end of the coils RAFTER-TO-WALL ~ ASSEMBLY: shall be attached to each pair of rafters in accordance to table :1 in leu of a ridge strap, the number of led common nails required · tie need not exceed the tsbulated number of 6d nails in the strap. ASSEMBLY: lng and sh~ ,ar wall connections for rafter, ceiling or truss to top plate shall be In ;~. When a rafter or lruss do not fall in line with studs be~ow, rafters or trusses shall be attabhed to the wall top plate and the wall top plate shall be attached to the to the wall stud wi uplift connections· Roofs overhanging the rake side of the building uplift connections in accordance with table 3,3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and Suds below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connecters in accordance with table 3~3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall b~ connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel stral~s shall have a minimum embedment of 7 inches in concrete foundation and slab-on~-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in ~ccordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch sqpare washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance tO table 3.2a. In addition to spacing, anchor bolts are to be ~paced between 6-12 inches from the end of a sill plate and all TYPE I EXTERIOR iSHEARWALL CONNECTIONS: 5). Type I exterior shear w~lls' with a minimum of 7/16 inch woad structural panel on the exterior attached with 8d comrdon nails at 6" o,c. at the psnel edges and 12" o,c. in the field, and 1/2 inch gyps,u,m wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel edges and 10 c.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. ' 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II extenor shearwblls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 2.4.4.2 and 2,2.4 respelctively. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window ?ill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILI~NG ASSEMBLY: Where a ridge is to be Hsed as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each refter-to-ridge along the open ceiling par[ of the building. Connections to the ridge and wall shall be be attached with the abew requirements. DECK \ND COVERED PORCH NOTES: 1), Unless otherwise nc ted, all framing mateflal to be #1 ACQ pressure treated lumber. Ail fasteners, hangers i nd anchors to be galvinized or stainless steel. ;'). Girders for deck lois s to be bolted to each post: with washers and nuts 3irders on concrete pie's shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. Posts supporting gilders shall be anchored to a 12"x12"x12" thick concrete footing, 3). Use a minimum 1/2" die x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches wdh covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 c.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. I · Concrete piers shal be a minimum 6" above grade. · All joists to be supp?rted with hangers and ancbors. Each Joist shall aisc be anchored [0 girder(s). I · Covered Roofs sha!l be assembled and anchored the same manner as a typical building. ' PLUMBING NOTES 1). All water supply, dramage and venflng to be installed as per N.Y,S. Residential Donstructwn Code. : on plans. Provide 2 - 1-3/4" thick m]crolams ( height to match floor joists) around stairwell and/or 2). Verify septic systemI with the Engineer for Suffolk County Health Department approval· >penings unless otherwise noted (typical). 8), Dormers running up roof raffers are to be supported by double rafters on either side where appl cable un ess otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists under all bearing walls, 10). Prowde insulation baffles at eave vents between rafters· Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade p~ywood. Plywood to cover over plates and headers. . I2. Unless otherwise noted use 3/4 th ck T&G PTS F r or Advantach p ywood subfloor sdhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ever subfloor as per manufacture's instructions. 3), All bathroom walls to have 1/2" thick moisture-resistant sheetrock, Garage walls and ;oilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building have regular 112" sheetrock, All walls to be taped and finished. 14), All roof with a pitch less than 4:f2 shall be installed with an Ice & Water barrier or spproved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ~orch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3e mstalled with a foam sill gasket and cop-r-tax termite shield or approved equal. If wall studs, plates er joists are cut out during icstallation for any plumbing related work, and plates to protect and secure the structure. Verity with the maximum hole size and spacing permitted :HVAC SYSTEM NOTES 1). Mechanical subconiractor is responsible for adhearing to all applicable codes and safety Irequirements. : 2). HVAC subcontracts? is to fully coordinate all system data and requirements with the lequipment supplier. : · HVAC sub provide final system layout drawing and submit it to the General ~r for final review and approval. ELECTRICAL NOTES: . All electrical to be in dolled as per N.Y.S. Residential Construction Code. , All electrical work all be approved by a qualified Underwriter. 3). Install Smoke deteciors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential C )nstruction Code, NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-gd COMMON RAFTER CEILING JOIST 6' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-fid COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAP," AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE 2 - 8d COMMON TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT t - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 18d COMMON C.C. NAIL HEADER TO 16" O,C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. 8PACING JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 6d COMMON END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE 3 - 6d COMMON TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: PER TOE NAIL 2 - 16d COMMON SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEATHING: STRUCTURAL PANEL 8d ASwFcM-SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING GYPSUM 5d COOLERS 7" O,C. EDGE WALLBOARD t0" O.C · FIELD WALL SHEATHING: NAIL NAIL ~OINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3,~ 8d COMMON PANELS WFCM - SBC 7/16" OSB 3" O,C. EDGE 6d COMMON PLYWOOD 6" O,C. FIELD GYPSUM 5d COOLERS 7" C.C. EDGE WALLBOARD 10" O,C. FIELD FLOOR SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL PANELS 6" O.C· EDGE 8d COMMON 1" OR LESS 12" O,C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1), Nailing requirements are based on walt sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path, 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. PLAN CONTENT = OCCUPANCY CLASSIFICATION R3 REEIDENTIAL E~UILDING USE REEIDENThAL DIIIELLING tBUlLDING HEIGHT (SEE PLANGJ TOTAL S~. FT. OF CONSTRUCTION (SEE PLANS) =RESCRIPTIME AE PE~ N,T,5, RESIDENTIAL CONST~CTION 2OO~ 5~c HIGH ~IND EDITION~ ~OO~ F~ME CONSTRUCTION MANUAL EXT, ~LCONIEG ~TTIC5 m/o STORagE ~TTIC~ ~/ 5TOWAGE 20 DEEI~N LOAD CALCULATION5 ROOF (~OUND ~NO~ LO~D) 20 (LIVE LOAD~ ~F) ~oO~ (OTHER THAN SLEEPINg) GAU~D~AfL8 (AN~ DIRECTION) 200 LOAD PATH SEE CONSTRUCTION ~ND~IND PATH CONNECTION (~OOF - FOUNDATION) DETAIL PAGE a GENERAL NOTE NAFLING ~CNE~ULE ~EE GENERAL NOTE PAGE EG~E55 5EL FLOO~ ~LANG AND W~NDOW FI~E ~OTECTION (5MO~E ~ 002 DETECTO~83 ~ 8ER FLOOR CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENl FLOOD HAZARDS LOAD (MPR) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 11 NONE 20 LBS, 120 B SEVERE 3 FT. TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O,C. 8d COMMON @ 6" O.C, SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C. 8d COMMON @ 4" O,C, SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4. feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0,42<G<0,49, the nail spacing shall be reduced to 6 inches a.c. 3). Tabulated 4 inch c.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0,42<G<0.49, the nail spacing shall be reduced to 3 inches c.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE ~HEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 6d COMMON @ 6" C.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Sd COMMON @ 6" C.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches c.c. 3). For exterior panel siding, galvinized box nails sba, be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R~,O2,E, - FIRE, LOCKING REQUIRED Flreblockln~ ~hall be provided to out off' all concealed draft openings (both radical and horizontal) b. rn concealed spaces of' stud ~Jalls and partitions, lncludln~ Furred spaces, at the c¢llln~ and Fie=or I~v~ls. Concealed horizontal Furred s~ac~e shall also ba f~r~bloc~d a% Intervals no~ ~xc~dln~ 10 r~t. ~atts or blankets 0¢ mineral ~r ~lass Fiber shall b~ allomed as rlr~blockln~ In ~alls constructed drop ceilings and cove cellTn~s, 3), In concealed space~ b:,etLueen stair stringers at the top and bottom of' the run. Enclosed spaces 43. A% openings around vents, ptpes and ducts at celllnCl and floor level, t~ resist th~ f'r~e f`lam~ and products or ~om~'>ustlon, 5), For %he flreblock, ln¢l of' chimneys and f`lreplaces, roi'er to Section RlOOI,I~, N,~.E, ~esld,~ntfal Code, WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TNE FOLLOLUIN~ OF~ APP~OME~ USP METAL CONNECTOr5 ~=0~ Pt~OPEI~ IJJIN~ t~ESISTANT CONSTRUCTION, FOLLOLU MANIJFACTU~E'5 RECOMMENDED INSTALLATION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD WOOD JCl HANDRAILS / BALUSTERS 4" MAX. 1-1/2" SPACE MINIMUM ATTACNED TO WALL HANDRAIL CONNECTION LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING I/2" DZA. BOLTS ~16"OC WITH WABHERS RAFTER SIZE JSP NUMBER DESCRIPTION APPLICATION 2xC-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 2X10 LE210 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE L~SS THAN l'lj4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE 4" MAX. 4" D/A, MAXIMUM ~ ll Z DEC~/PO~CH t~.AILIN~ RAFTER TOP PLATE WALL STUD RIDGE-TO-RAFTER CONNECTION RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE WALL STUD LOCATION USP NUMBER DESCPJPTION APPLICATION CONNECT EACH ~AFTER/PLATE RTI$ TYDOWN ANCHOR RAFTER TO PLATE CONNECT OVER PLATE/WALL SPTH4 ~TUD PLATE ANCHOR pLATGS TO EACH STUD GIRDER/HEADER DEBCRIPT!ON APPLICATION t-l/4"x24" 20g~, STRAPIAPRLY OVER RIDGE TO EACH RAFTERI RAFTER TO PLATE/STUD CONNECTION ,,LOCATION USP NUMBER DESCRIPTION APPLICATION 4 - 6" RAFTER RTl0 " CONNECT TO 10-3/4 x legs, TYDOWN ANCHOR EACH RAFTER B"- 12" RAFTER 21-1~8" x 2oga 'P(DOWN ANCHOR ~cNHN~ACTFT~OR RT2DI ' I / JOIST SPLICED JOISTS OVER HEADER/GIRDER LOCATION USP NUMBER DESCRIPTION APPLiCATION JOIST 70 GIRDER/HEADER RT1D TYDOWN ANCHOR CONNECT TO EACH ]OIST GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION 4X4 SOLID COLUM6 6x6 SOLID COLUM6 HOLLOW COLUMN ~BS66 / PBSE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMNI S MPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN KING STUDS CRIPPLE STUD -- HEADER -- JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION USP NUMBER ALL OPENINGS LSTA12 ALL OPENINGS RTE OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD RIM/DECK JOIST POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADEF POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA, GALV, BOLTS WTTH WASHERS AND NUTS CEILING JOIST TO BLDG, CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS A/COD JOIST GIRDER/HEADER 'NODD JOIST FLOOR FRAMING BLOCKING FOR LAG BOL~ RIM JOIST FLASHING TUCKED UNDER PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW WASHERS CONNECTED TO BLDG. ~16" OC 2X JOISTS FHANGER DECK/PORCH LEDGER CONNECTION FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WTIH THE PROPER STEEL CONNECTOR. IF ABLE~ SET FIR 3OISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE, WOOD JOIST BLOCKING WOOD GIRDER SPLICED JOI~TS OVER HEADER/GIRDER PROVIDE BLOCKING BE~EEN JOISTS THAT ARE SPICED AND USE WITH RTIO TfDOWN ANCHORS ROD FOR STU DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MANUFACTURE S RECOMENDATIONS GIRDER CONCRETE PIER MINIMUM END DISTANCE HEADER/GIRDER-TO-POST CONNECTION 3) BEAMS PAD66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER POST CONCRETE FOOTING DECK POST FTG. CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 POET PAU44 OR WE44 POST / BEAM ANCHOR ,APPLY TO EACH FOOTING 6X6 POST FAU66 OR WE66 POST / B~AM ANCHOR ,APPLY TO EACH FOOTING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNOERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material fs be #1 AGO pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel, 2), Girders for de~k joists to be boged or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dis × 7" long anchor bolt with washers and nuts, 3), Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete footing, Use a minimum 112" die x 7" long anchor bolt with washers and nuts. Footings Shall be 3 E, below grade, 4) Deck Joists to have blocking at 8'0 o.c- 5), Flashing shall be installed between the building and ledger. Lappmg up the sheathing and over the ledger Ledger to be fastened to building with 1/2" dia, bolts with washers 7), All joists to be supported with hangers and anchors Bach Joist shall also be anchored to girder(s), BI, Covered Roofs shall be assembled and anchored the same manner as a typical budding )), Use simpson hangers and anchors with Z.MAX tripple protective coating or equal 'or any contact with ACQ. NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES STRUCTURALPANEL BdASWFCM.SBc.PERTABLE38 ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION QTY, ~PACING NOTES RAFTER TO 8' WALL' 3-8d COMMON EACH TOP PLATE 10'WALL, 4-8d COMMOB RAFTER TOE-NAIL CEILING JOIST 8' WALL 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-Sd COMMO~ JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAiL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - lcd COMMON EACH END TO RAFTER END NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING NOTES TOP PLATE TO PER 2- 16d COMMO~ FACE NAIL TOP PLATE FOOT TOP PLATES AT 4 - 1Od COMMOD JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMOh 24" FACE STUD C.C. NAIL HEADER TO 16d COMMON 16" C.C. FACE HEADER ~,LONG EDGES NAIL TOP OR BOTTOM 2 - 1Cd COMMOB PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOD PER 2x6 STUD NAIL BOTTOM PLATE TO, PER :LOOR JOIST~ BAND JOIS] 2 ~ t6d COMMO~ FOOT FACE NAIL END JOIST OR BLOCKING DECK FRAMING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING NOTES JOIST TO: 4 - 8d COMMON PER TOE BILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3- lCd COMMOD BACH TOE SILL OR TOP pLATE BLOCK NAIL LEDGER STRIP 3 - 16d COMMOB BACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - led COMMO~ PER END TO JOIST JOIST NAIL PER BAND JOIST TO: 2 - l§d COMMON FOOT TOE NAIL SILL OR TOP PLATE