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Town of Southoid Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 6/12/2012 CERTIFICATE OF OCCUPANCY No: 35750 Date: 6/12/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 7180 Great Peconic Bay Blvd, Laurel, SCTM #: 473889 Sec/Block/Lot: 126.-11-9.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/23/2011 pursuant to which Building Permit No. 36741 dated 10/7/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for wh/ch this certificate is issued is: Additions & Alterations to a Single Family Dwelling; Den, Laundry Room, Covered Porches, Entry Hall, Bedrooms, Baths, Decks, Sitting Area, as applied for. The certificate is issued to Pisani, Edwin & Margaret (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PL UMBERS CERTIFICATION DATED 6/1/12 R10-11-0027 4/23/12 36741 6/6/12 Peconic Plumbing & Heating Authol~zed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36741 Permission is hereby granted to: Pisani, Edwin & Margaret 195 Colabaugh Pond Rd Croton On Hudson, NY 10520 Date: 10/7/2011 To: Additions & Alterations to a Single Family Dwelling; Den, Laundry Room, Covered Porches, Entry Hall, Bedrooms, Baths, Decks, Sitting Ama, as applied for. At premises located at: 7180 Gmat Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot # 126.-11-9.1 Pursuant to application dated To expire on 4/7/2013. Fees: 912312011 and approved by the Building Inspector. CO - ADDITION TO DWELLiNG SiNGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $1,005.60 $1,055.60 Building Inspector Form No. 6 · OV~i OF $OU~HOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OccUPANcy This- application must be filled in by typewriter or ink and subraitted to the Building Department with the following: A. For new building or new use: 1. Final survey of pr°perry with accurate Iccation of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health D~pt. of water supply and sewerage.disposal (S_9 form). 3-. Approval of electrical instalIation from Board 6fFire Underwriters. 4. 'Sw~orn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commereia~ building, industrial building, mUltiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building; .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) t4on-confo?ming uses, or buildings and "pre-existing" land uses.-' t. Accurate survey of proPerty showing all property lines, streets, building and anusufil natural or topographic features. 2. A properly ¢gmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificaie of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, , Swimmifig po01 $50.00, Accessory building $50.00, Additions to accessory building $S0.00, Businesses $50.00~ 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of. Occupancy - $:25 4. UpdatedCertificat~ of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Date. &,/~? ,/?E Old or Pre-existing Building: 1,/~ (check one) Hous~ No. Owner or Owners o£Property: Street Suffolk County Tax Map No 1000, Section. Subdivision Date of Permit. Health Dept. Approval: Planning Board Approval: Filed Map... Applicant: LInderwriter~ Approval: Lot Hamlet Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) (~pplica nt Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971 0959 Telephone(631)765-1802 Fax(631)765-9502 ro~er, riche~,town southo d ny us BUILDING DEPARTMENT TOWN OFSOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Edwin Pisani Address: 7180 Peconic Bay Blvd City: Laurel St: NY Zip: 11948 Building Permit#: 36741 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Twin Fork Electric Inc License No: 3488-e 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 Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures Wall Fixtures 1161 Smoke Detectors Recessed Fixtures~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures [__~ TVSS 3-exhaust fans, 3-paddle fans, 4-dimmers, 3-combination smoke/co detectors 2-20a laundry circuts, 3-shade motors (f) Notes: Inspector Signature: Date: June 6 2012 81-Cert Electrical Compliance Form.xls Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 1197 !-0950 JUN -5 2012 BI DG DEP1, TOWN OF SOtJTHO[_~.. r.,~'~l) 7,, ;-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION (please print) Plumber: pe'/'O (please print) lead.. oo I certify that the solder used in the water supply system contam~ le~s than 2/10 of 1 M Sworn to before me this V1C~] L. LOPER Notar/Public, State d New York No. OILOfi070081 Qualified in Suffo~kgou~, Commission Expires ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ? [/J/F/O/UNDATION 1ST [ ] ROUGH PLBG. / [ ,/]' FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE 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 SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~ROUGH PLBG. ~~ [ ]INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ,~FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RpU(~H) [ ] ELECTRICAL (FINAL) REMARKS: ,/~/~ ~ ~.~ '~ ~/- DATE c~--/° --/2-- INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FOUNDATION t ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY INSPECTION [ ] R~,~_BG. [ ~'~NSULATION [ ]ELECTRICAL (ROUGH) ,., [ ] E~,,ECTI~.~._AL (FINAL) REMARKS: _~-~'/~ [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FInE RESISTANT CONSTRUCTION [ ] FInE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ,~ ELECTRICAL (FINAL) REMARKS: DATE-~~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net Expiration ~ ~ 7' ,20 SEP 2] 20]] 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 7 q-/ Cheek Septic Form N.Y.S.D.E.C. Trustees Flood Permit Single & Separate Storm-Water Assessment Form .... Contact: Mail to: ,~,~,~/~ ffC~]-/4.-'4~-- ~'-~:' Phone: Building Inspector APPLICATION 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 issuauce 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 withiu 12 months after the date of issuauce 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, iu 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 Depamnent for tile issuauce of a Building Permit pursuant to the Boilding 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 alteratious or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, honsing code. and regulations, and to admit aufl~orized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) applicant ts owner, lessee, g~ent, architecCngineer, general contractor, electrician, plumber or builder State whether Nameofownerofpremises ~-~('.7 4 /¥~/~ ~:~ .~'4A3) (gs 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 Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: '7lifo f£Ca c_ [J/I-v House Number Street / Hamlet County Tax Map No. 1000 Section Subdivision Filed Map No. Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,~//v'~'(,,r"' P",~ZI4/IO' b. Intended use and occupancy 3. Nature of*vork (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 Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. I f business, commercial or mixed occupapcy, ,specify nature and 7. Dimensions of existing structures, if any: Front Height_ Number of Stories extent of each type of use. Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire ne*v construction: Front Height Number of Stories 9. Size oflot: Front Rear Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated f~ 4 1:9 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO__ 13. Will lot be re-graded? YES__ NO ~'~_Will excess fill be removed from premises? YES X NO__ 14. Names of Owner of prelgises ~!,~'~,a.// Address Phone No. Name of Architect 5'C P~'~q'/~_ ./ '<~_ Address Phone No 7.~ · Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES w'/ NO * IF YES, SOUTHOLD TOWN TRUSTEF, S & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO w'~ STATE OF NEW YORK) SS: COUNTY OE ,q'/gT'z-- (Name of individual signing contract) above named, (S)He is tile (Contractdr,~gent, C4rporate Officer, etc.) being duly sworn, deposes and says that (s)be is the applicant CONNIE D. BUNCH Notary Public, State of New York No. 01BU61860~0 C Qua#fled in 8u~OfR Gounly -- ommlssion Expires April 14, 2_~] t~ 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 true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tlhs ,/~/7,q ~__2k~.-4-.~ day~--'-l~~ 20Jj Notary Public ( ~t~of APplicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 76S-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined ,20 Approved Disapproved a/c ,20 Expiration ,20 TO',% OF %0 JTHOI. D BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, befbre applying? Board of Health 4 sets of Building Plans Plaiming Board approval Survey Check Septic Form N.Y.S.D.E.C. Trastees Flood Permit Storm-Water Assessment Form Contact: Phone: -7,o~¢ ' ¢/0~¢'/'' Building Inspector [CATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in wbole 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 au, thorized inspectors on premises and in building lbr necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age gineer, general contractor, electrician, plumber or builder Name of owner of premises '~ t~t~) ~ /4'//4./~ C 4/°~ ~' h~'",,"¢] ,.4,/,/ (As on the tax roll or latest deed) If applicant is a corporation, signature ot 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 1.and on which proposed work will be done: House Number Street (.,d ute E'5 ( Hamlet Block ! / Filed Map No. County Tax Map No. 1000 Section Lot /9 . ] Subdivision Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 5,/~4,z~ 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number ofdwellingunits 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. Ifbusines,..~s 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 Rear 8. Dimensions of entire new construction: Front _ ,. Number of Stories Height ,~ g.; P~- J'U/g.u/'-v,~'/ 9. Size eliot: Front Rear Rear _Depth _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ 4 12. Does proposed construction violate any zoning law, ordinance or regulation? YES /,,~NO 13. Will lot be re-graded? YES__ NO y_Will excess fill be removed from premises? YES NO 14. NamesofOwnerofpremises ~'],~',,~',a.~/ Address PhoneNo. '~'0 Name of Architect ffC'14b~"~/dT~-,~ 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 tX,/ 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. l $. Are there any covenants and restrictions with respect to this property? * YES NO ff · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Y~'~'/=Rklq CONNIE D. BUNCH Notary Public, State of New York No. 01BU61 ~505~ C Qu.a .l~_ln ,Suffolk ~ounty ,~ _ omml~lon ~xlotre~ April 14, being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the /Z~F; ~ ~' (Contract6r, Agent', q/orate/Omcer, 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. Sw mXbef° ea : O Notary Public ~~icant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7606 DATE: AUGUST 24~ 2011 ISSUED TO: EDWIN & MARGARET PISANI PROPERTY ADDRESS: 7180 PECONIC BAY BOULEVARD~ LAUREl, SCTM# 126-11-9.1 , UTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordaace with the Resolution of the Board of Trnstees adopted at the meeting held on August 24, 2011, and in consideration of application fee in the sum of $250.00 paid by Edwin & Margaret Pisani 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 construct a second-floor addition and alteration on south side of dwelling; one-story addition on west and north sides of dwelling; second-floor addition and alteration on north side of dwelling; new porch on north side of dwelling; and install drywelis to contain roof run-off; and as depicted on the site plan prepared by Mark K. Schwartz, Architect, last dated June 17, 2011, and stamped approved on August 24, 2011. IN WITNESS WHEREOF, thc said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a mjority of the said Board as of this date. James F. YAng, President Bob Ghosio, Jr., Vice-President Dave Bergen John Brederneyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 $outhoId, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0746C Date: April 25, 20t2 THIS CERTIFIES that the construction of a second-floor addition and alteration on south side of dwelling; one-story addition on west and north sides of dwelling; second-floor addition and alteration on north side of dwelling; new porch on north side of dwelling; gutters to leaders to drywells on dwelling At 7180 Peconic Bay Boulevard, Laurel, New York Suffolk County Tax Map # 126-11-9.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August t, 2011 pursuant to which Trustees Wetland Permit #7606 Dated August 24, 2011 and conforms to ali of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a second-floor addition and alteration on south side of dwelling; one- story addition on west and north sides of dwelling; second-floor addition and alteration on north side of dwelling; new porch on north side &dwelling; gutters to leaders to dr/wells on dwelling The certificate is issued to EDWIN & MARGARET PISANI owner of the aforesaid property. Authorized Signature Stony Brook, New York 11790-2356 Telephone (516l ~.~?.-0365 Facsimile (516) John P. Cahill Commissioner LETTER OF NON-JURISDICTION Margaret Claire Pisani 40 Van Wyck Street Croton-On-Hudson, NY 10520 Date: April 17, 2000 RE: 1-4738-02601/00001 Pisani Property 7180 Peconic Bay Blvd. Laurel, NY 11948 SCTM # 1000-126-11-9.1 Dear Ms. Pisani: Based on the information you have submitted, the New York State Department of Environmental Consemation has determined that: The property landward of the functioning bulkhead greater than 100 feet in length and constructed prior to 8/20/77, as shown on Aerographics aerial photograph # 67-1911 dated 4/6/76, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) n0 permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wedands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentalaon or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precantions 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 hay bale berm. ~ Please be further advised that this let! er does not relieve you ofl he re,sponsibility ofobtai~g any nelessary permits or approvals from other agencies. ~ truly your~s, / / .! A. Wieland ~ty Permit Administrator cc: BMHP File FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 31,2011 TO: Mark Schwartz for E & M Pisani PO Box 933 Cutchogue, NY 11935 Please take notice that your application dated Mayl8, 2011 For permit for additions & alterations to an existing dwelling at Location of property: 7180 Peconic Bay Blvd., Laurel, NY County Tax Map No. 1000 - Section 126 Block 1~1 Is retumed herewith and disapproved on the following grounds: Lot 9.1 The additions & alterations to a dwelling are not permitted pursuant to Article XXII Section 280- 116B, which states: "All buildings or structures on lots upon which a bulkhead ... exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75' from the bulkhead." The site plan indicates a setback from the bulkhead of 58.3'. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jn Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 21, 2011 ZBA FILE: 6482 NAME OF APPLICANT: EDWIN J. PISANI SCTM# 1000-126-11-9.1 PROPERTY LOCATION: 7180 Peconic Bay Blvd.,(adj. to Great Peconic Bay) Laurel, NY. 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. SUFFOLK COUNTY ADMiNISTRATIVE CODE: This application was referred as required under the Suffolk County Adminislrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 14, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated June 29, 2011, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property contains 37,612 sq. fi. and is improved with a single family dwelling and accessory garage. It has 125.21 feet of frontage on Great Peconic Boulevard, 345.76 feet along the eastern property line, 121.73 feet on the Great Peconic Bay and 344.32 feet along the western property line as shown on the site plan dated May 17, 2011 prepared by Mark Schwartz, AIA. BASIS OF APPLICATION: Request for Variance from Code Article XXII Section 280-116B and the Building Inspector's May 31, 2011 Notice of Disapproval based on an application for building permit for additions and alterations to an existing dwelling at: 1) less than the code required setback of 75 feet from a bulkhead. RELIEF REQUESTED: The applicant is proposing additions and alterations to the single family dwelling requiring a variance for 58.3 feet setback from the bulkhead, where the code requires 75 feet setback from a bulkhead. FiNDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application July 7, 2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: Page 2 -July 21,201 l ZBA File#6482 - Pisani l. Town Law §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. There are several homes in the neighborhood with similar non-conforming setbacks from the bulkhead; the existing setback of 58.3 feet from the bulkhead to the dwelling will be maintained; and the proposed additions and alterations will not be seen from the street or either side yard property line because of mature evergreen screening on the subject property. 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 pre-existing location of the dwelling has a non- conforming setback from the bulkhead and therefore any additions or alterations to the waterside of the dwelling will require a variance. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial at 23% relief from the code. However, it is mitigated by the existence of similar setbacks from the bulkhead in the neighborhood and the fact that the proposed additions/alterations to the second floor (noted at 58.3 feet from the bulkhead) are within the existing footprint of the dwelling. 4. Town Law §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. Per town code all storm-water runoff will be retained on site. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. However, the dwelling has existed in its current location since prior to zoning. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to the dwelling 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 Goehringer, seconded by Member Weisman (Chairperson), and duly carried, to GRANT, the variance as applied for, and shown on the site plan and architectural drawings sheets A-1 through A- 6, dated May 17, 2011 prepared by Mark Schwartz, AIA. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. 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 Weisman (Chairperson), Horning, Goehringer, Dinizio, Schneider. This Resolution was duly adopted~5 -0). Approved for filing r7 /~, Z /2011 Town of Southold Erosion, Sedimentation & Storm-Water Run.off ASSESSMENT FOR." PROPERTY LOCATION;. $.C.TJ~ ~ THE FOLLOWING ACTIONS MAy p~!p.~ THE SUBMISSION OF A SCO?~.O]~WO]U~ - ?ROPOSED CONS'I~UC'I~ON 1~--~# / WORE~.~A;~r~N~ 4 ~1 ~ ~ R~m a~ ExlsUng ~de In~lng ~ ~n ~o Cubic Yards o~ Mate~al ~n any Pa~ 5 ~11 ~ ~l~n R~ La~ Dlsturb~ Ac~Ues Engining an ~ ~ ~ (5,~ S,F.) ~re F~t ~ S~? 6 Is ~ere a NaOmi Water ~ Ruing SiM? Is ~is Proj~ wi~n ~m~ Ec ~p ~im~: or ~ln ~ H~ (1~3 ~{I)~ ~db~~ 7 ~ll~em~tepmparafl~~S~s ~ ~ ~ ~ ~ ~ ~ ~n ~ (1)a~ whl~ ~ce~ Fi~n (15) ~l of V~I R~e to ~ ~c ~ ~d ~ a SPaS ~1 ~ ~ ~ ~ ~ d~. O~ Hu~r~ (1 ~') of ~ ~? CO~ O~ .~.~/~q~ .............. ~ No. 01~8~ q~d ................. C=.L~.~. O~E~ ~ ~s~,~.~ ~c~..,~_ .o~[~ ~ ~ ~ ~1~ ................................ ~:~~.~:~ ...................................................... ~ ~or ~pr~fiv~ of ~ ~ or ~n, ~d ia d~y au~o~d ~ ~ or ~ ~o~ed m~a md F~e ~ app~on; ~t ~ ~ ~d ~ ~ app~6~ ~ ~ ~ ~e ~t of~ ~o~ed~ ~ ~ ~d · at ~ ~rk~ ~ ~o~d in ~c m~ ~t fo~ ~ ~ app~on fil~d h~. ~ _ ~14~ Town Hall Annex 54375 ~ Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 ro er rich -'~ (631) 76~,950~, .q . er~m, Jown.soutno~a.ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLr~ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: *Cross Street: *Phone No,: JOBSITE INFORMATION: (*Indicates required information) Permit No.: Tax Map District: 1000 Section: )~"'~ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Block: I) Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase 3Phase *New Service: Re-connect Additional Information: / YES/NO Ro hln t Final YES / NO /...~ ,.? ~.-/~'b',~ '~.', ~ ~ cc~ 0 ' ' 100 150 200 300~, 350//400 Other Underground Number of Meters Chah~ervice Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form BUILDING PERMIT EXANIII~ER CHECKLIST AppLicant: .¢n~ag'~ ~ Owner: ~~ ~ ~~ ~~ ~ f/.. Architec~:' ~ ~ Estimated Cost: ~ *Date Submitted: ~ r~ ~ { [ Date Reviewed: SCTM#1000-- ~-- t( -- ~,l Subdivision: -~- ~-t?q7 Zone: Conforming? PropertyAddress: ~{ ~'0 ~ ~zc/~ ~(_ , City: ~ PreCOs? Building Permits (Open/Expired): BP -Z / C/O Z-__., Info: BP__-Z / C/0 Z-__., Info: BP__-Z / C/0 Z- , Info: Single & Separate Search Required? Y or{~ Determination: ' - R.EQ. Lot Size: ~ Z&¢) ACT. Lot Size: 3 ~ g/,,cc REQ. Front '-ACT. Front REQ Side ACT. Side REQ. Heigh[ ACT. Height BP -Z / C/O Z- ., Info: BP __-Z / C/O Z- , Info: REQ. Lot Cov. REQ. Rear ACT ACTi Lot coy. PROP. Rear Project Descrintion: ~/' ~-~O- ~ ,,t~,~J~)to~-~] , h 0~_ ~,,-;L, ~ Suffolk County Health. Y o~- If yes, Bed~: Date: / / *Permitg: Town Septic~ - If no, certification required: Y or N Received: Y or N By: ~S DEC: ea~zc,a/Ts Yo~ Date: ~/17/GO Permit,:/-¢Tfl~Og;O]-OOaa{o~e~Notes: Somno~a Trustees~r N- Date: ~/% ~1 Permit S: 7; 0; or NJ Letter- Notes: Southold Planning: Y or(~l.Z Date: / __ Town Landmark C of A: Y o?0 DTE: Notes: Permit #: / - Notes: *NYS CODE ~_ompliance (page 2): Y or N /~ ~ ~ Fee Structure: Foundation: '"-' SF First Floor: I ] 7q' SF Second Floor: ~ ~9 SF Other: '-- SF Total: ~-t7 I 1~ SF Calculation: + Initial Fee: $ + Additional Fee ( ): $ SF X $, =$ + Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ / 0 0,..~, ~O NEW YORK STATE CODE COMPLIANCE CHECI(J~IST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 20 Weathering: Severe__ Frost Depth: 36"__ Design Temp: 11 __ 'Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N CELDING JOISTS: YIN FLOOR JOISTS: LUI~BER SPECIES AND GRADE: Y/N Wind Speed: 120MPH__ SelsmieDesign Category: B , Termite: M-H Decay: S-M Flood Hazakds: GLRDERS: Y/N ROOF ILAITTERS: YIN WD,,rDOW AND DOOR SCHEDULE: · MISSLE TEST REQUIREMENTS'~N EGRESS 5.7 S.F.: LIGHT 8%: Y/N ~rENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: MEANS OF EGRESS: Y/N PLUMBING RISER DIAG1LAM: LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRuss DESIGN: Y/N CERTIFICATION: Y/N TOTAL COMPLIENCE? Y/N (~TU~ TO PAGE ONE t~ ~nthe th® of and County Clerk's Office in Liber 16V5 op 501] ~ .~side of Peconic Ba~Boulevard; thence from said point of beginning 21 degrees 15' 40" east 339 feet to t.. a~ northeaste~iy dir ection along ~he- high ware1* *~2 ~eet, more or less, to the westerly[line of DY deed ~e~orded in ~ .~uffol~. in Llber 2640 cp-265] ~he wes'~e~ly'~slde O[ 20 degrees 44,, 338 feet ~re or the sou~erl2 side of [scenic B~ B~ule~d Sp.s~.t of~. in and to.the l~d.lying~n land ~eoonio ~7~ ~ f~ong of and adJao~n~ · 'to the par~ of the fi~s~ part~~ ~s ~:eoess~s propor~y which he now ow~ ~edia~el2 , only,' "~ ~i~ of way fo~ pedesgri~ in,ess and Pecontc Bay Boulevard to the Peoonic ~y. set forth he~e~. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 May 29, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD Edwin & Margaret Pisani 195 Colabaugh Pond Rd Croton on Hudson, NY 10520 Re: 7180 Great Peconic Bay Blvd, Laurel TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: J Application for Certificate of Occupancy. (Enclosed) ~Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. ~ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) C~/('"/Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36741 - Addition/Alterations \, o SURVEY OF PROPERTY SJTUAT£ LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-126-11-9.1 SCALE 1"=20' MARCH 1, 2011 NOVEMBER 26, 2011 FOdNDATION LOCATION AREA 37,612 sq. ff, (To BULKHEAD) 0.863 ac. NOTES' i. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS: - PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR T ~ AS ESTABLISHED NYS No 50467 Nathan Taft Corwln III Land Surveyor Joseph A Ingegno LS PHONE (631)727-2090 tax (631)727 172/ THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED / / ~ / / ×,~, / / / / / ~ / ×// / ×,~ / / / / / // / // ,u / // / / // RFVtSIONS MEETS AND BOUNDS BY: NATHAN TAFT COR~JIN LICENSED LAND SURVEYOR LICENSE No. 50467 PROPERTY SURVEYED: MARCH 01,2011 SCTM # 1000-126-11-9.1 N/O/F JOAN SHANNON DWELLING \, [PUBLIC WATER] EL. ' /t'~ BAY ~ ~ ~ ~/ ~ /.. ~, X , ~ RIGHT OF '~, IL ~ ~ It. S 20° 44' 00" E 345.76' 20.7' 6.0' EL. 17.2' N / O / F ~o.o, JOHN H~NSCH DWELLING ~Es ~[~ ~ ELECTRICAL PLUMBING & WA~R U~S ~ED ~1~ BEF~[ ~RI~ RETAIN STORM W~TER RUNOFF PURSUANT L ~c ~ ,~~ LOCATION: AREA: LOT COVERAGE: REMARk: 0FIHEI0W. CODE ONL~NT~¢ORE APPROVED AS NOTED ~ ~ ~ ~ S~R USED IN WA TER EXI~ING HOUSE 1730.0 ~, F~ SUPPLY SYS~MCANNOT EX. HOUSE w/ADDITION~: 2028.0 SQ. FT. 5.4% [298 SQ. FT. ADDITIONS] EXOEED~IOOFI~LEAD 765-1802 8 AM TO 4 PM FOR THE STRAW BALE AND SILT FENCE ~ r OU.O,T~ON. ~ REOUlREO FOR E%/YTIN~ F~O~T PO~CH: 7ZO Y~. FX OCCUPANCY OR STRAPPING EX. POECH, EXPANDED: 224.0 SQ. FT. 0.6% [147 SQ. FT. ADDITIOn] USE IS UN~WFUL ] ~ ~ WITHOUT CERTIFICATE ~L~~ ~ ~ ~ ~ ~ ~ ~ EXlS~O ~E~ DECK: 3~0 ~Q. FT. 1.1°/o OF OO~U~ Y~STAE ~T~ { ~! '{~} ~ EXISTING GARAGE: 448.4 SO. FT. 1.2% ~ ~ { COMPLY WITH ALL CODES OF ~A*~W F AS REQUIRED AND CONmT~ONS 0 TOTAL: 3090.4 SQ. FT. 8.3% ~ S~DT~ZBA RECONNENBED ~ 80~DTO~NNI~ARD h~ ~ ¢~' PRE-ASSEMBLED SILT FENCE ,,s.o~c LOCATION: AREA: LOT COVERAGE: REMARKS: PROPERTY: 37,612 SQ. FT.0.863 ACRES AREA TO BULKHEAD £Xff-f'IN6 HOUSE.. 1730.0 5~. FT. EX. HOUSE w/ADDITIONS: 2028.0 SQ. FT.5.4% [298 SQ. FT. ADDITIONS] EXI£TING FRONT PORCH: 7Z 0 £1g. FT. EX. PORCH, EXPANDED: 224.0 SQ. FT. 0.6O/o [147 SQ. FT. ADDITIONI] EXISTING REAR DECK: 390 SQ. FT. 1.1% EXISTING GARAGE: 448.4 SQ. FT. 1.2% TOTAL: 3090.4 SQ. FT. 8.3% STORMWATER MANAGEMENT REO IREMENTS WHERE APPLICABLE 2..×~.s~,~Es ~ STANDARD AND FOR STRAW BALE DIKE 2'~NTHE~OUN~ SPECIFICATION DEFINITION: DEFINITION: REQUIRED TO BE PLACED ON THE DOWNSTREAN SIDE OF THE SILT ~NCE ~ PU~OSE: PURPOSE: / WATER CONDITIONS WHERE P~CE APPLIES: PER~OD THF SiLt FENCF MAY 9E USED ~ ~ THE ~W BALE DraKE ms USED WHER~ CONDITIONS WHERE P~CE APPLIES: ~ ~ so ~oP~ ~oP~ (~.) s~ ~7s ~ s~ ~ STRA~ BALE AND SILT FENCE ~,,~-, ,0 ~0 ~,.~,.~.~..,..o..~.~o~o~.~.~,~o~o.,,~.~.c~ ADJACENT AD]ACENT ~,~ s~o,~ ~D,m* CH*N~S t~OU~, s~, ~,~ ~*. C~TE~A FOR SILT FENCE ~ATERZA~ PROPER~ ~PI~LRESIDEN~AL PROPER~ ~~ ~EEPN~$$ REFERS TO THE ~EEPEST SLOPE SECTION CONTRIB UTINC HOUSE FOOTPRINT~~ ~ To THE ~RA~ BALI DiKE I) SILT FENCE FABRLC THE FABRIC SHALL MEET THE FOLLOWING $~ECIFiCATIONS UN L~S~ OTHERWISE APPROVED BY THE ,~~~ ~ ~ ~ ~ STRENGTH {1~ ) 90 ~TH D[6~ '1 ~ RECOHHENDED ~UL~ SU~ STRENG~ (~[) tgO ~T~ D3786 ~ ~ FRO~ APPROXINAiELY ~u~,~.o~,~ PRE ASSEMBLED SILT FENCE ~u~o~ uu~o~,,,o. ST W BALE DIKE DETAILS SILT FENCE DETAILS 1. S~ ~AKES 2. EXCAVATE A 4" X 4" TRENCH UPSCALE PROPERLY IN~ALLED ST~W BALE [ .... CCtv, s~,o.) ' .... : .... ~ _ '~ ~,_ / Excavate the Trench 2, P~CE AND STAKE ST~W BALES, ~*CK~L~ ZR~C~ AND E~END ~ INTO TRENCH. THE EX~VATED SOIL. 3. BACKFILL AND COMPA~ THE U~EFULNESS SO AS NOT TO BL~K OR IMPEDE ~O[M FLOW OR ~ / ~ AND BURY F~P POINTS A SHOULD BE HIGHER TIN POINT B EXCAVATED SO[L, D~INAGE MATERIAL REMOVEO ~HEN "BULGES" D~LOP EXISTING NORTH ELEVATION NORTH ELEVATION SCALE: 1/4" = 1' EXISTING WEST ELEVATION SCALE: 1/8": 1' b WEST ELEVATION SCALE: 1/4" = 1' EXISTING SOUTH ELEVATION SOUTH ELEVATION SCALE: 1/4"= 1' EAST ELEVATION QD~iNTRACTO R $HA&L NOt,FY A'CHITECT OF ANy D"C REPANC[~, BE~EEN THE D~,NO$. THE ,PECF C*TION,. AND THE F [&D CONDIT,ON$. AND 'HA~ '[QUE~ C~RI COMMENCEMENT OR CONTINUATION OF ~ORK ROUGH EL[CTRIC. PLUM,I~ S%%0~%~%E ~lNG ~,TH O~N ERS FOR APPR~AL (OF ALL GENE~L CONTRACTOR 'HALL DE "ESPONSI,LE FOR MENJlONS AND CONDITIONS AT JOB ¢ITE, INCLUDING BUILDING AND CITE CLEA~NCE$ FOR DELIVERY O~ EQUIPMENT AND ~T FICATION BEFO~[ COMMENCING ~OEK CON~CTOR ~H ERIA~, AND REMeDy ALL DI~CREPANCIE$ ~ITH ARCH TECT PRIOR TO THE ALL VERI~ A~ GENE~L CONT~OR T J of O PRIOK TO RECEIVING FINAL PAYMENT FROM O~ERS ~ R TO INSULATING AND ~HE~ROCKIN4G ALL BUiLDiNG DE AND ~HALL SECURE THE C PARTMENT INSPECTIONS A-2 REVISIONS , ~ EX. DECK , I~ ~ EX. CRAWk SPACE HEIGHT CRAWL SPACE ' HEIGHT -- -- -- ~2~4.M~ ]~4" ~[E~ ~E. t' ' EX. C~L SPACE FLUSH ...... ~0~mp SERVICE ~.. > ~5 REBAR el2"OC a I EXm ~OOP [[1: ~ / ~ ~ ~jjjj / ~ ~O < Jl{I : ~ I ~~ I~ UNDIt~URBED ~OIL (MINIMUM ]000~ CAPACIW), .... .... < ~"oc ~ ~,,,,:~ ~'oc ~ ~ .... .... ~ ~' ............... 'I' 'I= ..... ~ .... ~,,II ~ CRAWL 5PACE : i ~ OUT 'AND ISO~D FROM THE REST OF THE S~B ...... CONC ~G~ ~ ~ , 5) PROW[DES/8" DIA ANEHORBOLT~AT3I-0'IOC AND~/H'-0IIOFCORNERS, ~PROJEU NORTH FOUNDATION P~N SCALE: 1/4"= 1' REVIMONS [ I EX.DECK ~ EXISTING MASTER BEDROOM EX.LIVING ROOM ~ ..... ~.~ ~,.~ .... EX.~OOP cmm6 , EXI~ING UVING ~PACE: 1706.0 SQ. FT. Td%" ~ 7'd%" PROPOSED ADDITION~: 322.0 SQ. ~.,' ~4'-2'A" PROPOSED N~ PORCH: 148.0 SQ. FT. SCALE: 1/4" = 1' 15'-0" lfi -0" 15'-0" 8'-0" 8'-0" ' ~-'-' i El U L ...... m ~ m ..... :/ U LJ I~) 1-3/t}X14 ~AL HDR 5/4X4 MAHOGANY DECKING ~ ] EPDM TO RUN UP SlOE ~AL~S g DECK ~ : ~ DECK 24', PROTECT WALL INTERSECTIONS, 1 (EXl~lNG) (EXl~l NG) {EXI~ING) (EXISTING) (EXlglN6) (EXI~ING)~ % : EX. S~N~ AREA EXI~ING BEDROOM No, 1 ' / >~6 FALSE I , , ', cATHeD~L ', ', ', cATHsD~AL ', , CEILINO~ ~ .... '* ', ; -~,~ CEILING , ,, ...... % , g ...................... ~ , ........ ~ ~ ...... I ................................. ~ .... ~ ~ ............................. ,~l~H ~ /~ ,/ , , x I : ~ % /~ ~~1 , f ~ ~N ~ / ~ . ~ t ,: x ~ ', < ~ /~. ~ ~ '~,.~-I~l ~ ~ BATHNo. J ~ , I :: '_(~ ~ BATHNo. 2 ~ ~11~ 6 -0~ 7 · MICRO~M HEADE~ HARDWARE UNLESS OPENINGS ~AV~ lMm*CT GLAZING 43'-10" JNSUNTION 1' 0, FRO~ [XT[RIO)~ ~ALL ~T~ INTO EXISTING LIVING 5PACE: 1026.0 SQ. ~. i ~Q B) ALi WALLS AND CEILJNGS TO ~E JPROVIDE~ ~iTH 1/2" ~H~ R~K BATH ROOM5 TO BE MOISTURE IRESIgANT SHEET ROCK, PROPOSED ADDITIONS: 310.0 SQ. FT. ~) ~ovlo~ S~OK~ *ND Co D~C~O~S ,E~ CODE. EXISTING DECK: 173.0 SQ. FT. (REMOVED) PROJECT NORTH 2ND. STORM WATER MANAGEMENT DETAILS N.T,S. ROOF AREA: 2300 SQ. FT. AT 100% WATER RUNOFF; 384 CU. FT. PROVIDE (2) 8' D~A. X 6' DEEP DRY'WELLS TOTAL DRYWELLS CAPACITY: 507CU, FT. C~TTERf OGEE GU'I-FER - STANDARD 5" NOTES: 1), EXECUTION: A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, 2), PREPARATLON: A), CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B), PREPARE SURFACES USING METHODS RECOHNENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SU B~TRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACEB IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3. INSTALLATION: A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, 1), GU~rER TO BE p]TCH ED TOWARDS LEADER 1" TO 2" POR EVERY 40' OF RUN. 2) SHEET METAL JOIN LENGTHS WITH WATERTIGHT 3DINTS, a). cOPPER / LEAD: FLASH AND SOLDER GU~q'ERS TO DOWNSPOUTS AND ACCESSOPIES. B). ALUMINUM: RIVET AND CAULK WiTH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL CONNECTION WATERTIGHT. 4). PROTECTION: A). PROTECT INSTALLED PRODUCTS UNTIL COMPLEHON OF PROJECT, OD DRY WELLS TO BE 10' MIN, AWAY FROM HOUSE PAINTER TO PR[ME AND PAINT ALL DOOR EDGES TO MAINTAIN I I I-3/4XIt ML RIDGE CEILING JOBT OVER1X4 EXI~THNG ROOF SOFFIT SCALE: 1-1/2" = 1' ROOF PLAN SCALE: 1/4" = 1' ~ PROJECT NORTH REVISIONS ( ' I? ¢ ~ t .... fllllll Il ~,F ' / (3) 13/4xe 1/2 , ......... ,, _, -- [ I I ~ ] ~ · J i ] r L , EXTSTINGCOLUMN ~ r,. , SE~ION A-A ~ ......... S~LE: 1/4"= 1' WIND-BORNE DEBRIS PROTEUION FOR WOOD STRUUU~L PANEL , ,I PLUMBING SCHEMATIC A-7 f REVISIONS NYS ENERGY COMPLIANCE NOTES FOUNDATION: I CRAWL SPACE: ~/ WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, W,NDOW AND DOOR W,TH WOOD TH,M: ACCORD,NC TO THE COMPUANCE ANALVS,S. ' REScheck Software Version 4.4.1 l). INSU~TE HEADER UNCONDITIONED BASEMENTS: 3). SEAL B~EEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). IN~U~TE THE ~AIRWELL 8E~EEN THE BASEMENT AND CONDITIONED FIR~ FLOOR. BEAD OF LO.-EXPANSION FOAM, OR FOAM PACKER ROD AND CAULK. FIBERG~SS 3). INSU~TE HEATING PIPES AND AlE DUCTS IN THE BASEMENT.i ALONE l~ NOT ADEQUATE. 4). ~EAL DUCTS IN BASEMENT. ~ 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM B~EEN THE BASEMENT AND THE FIRST FLOOR, ~INDO~ AND DOOR WITH DR~ALL RETURN: ~UCH AS WI~ING AND PLUMBING PENET~TION~, AND WEATHER STRIPPING ON THE ~ I). CAULK JOINT B~EEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT U~E HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING O~ OPENING FRAME ~ AND VOID THE WARRANt. F~MING: Z O PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: ~ 1). CAULK EXTERIOR SHEATHING TO TOE IP~TE ~H~N ASSEMBLING F~MING. E~ ~ ~0 ~ ~ ~ C~~ ~ SEALING PENET~TIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOl:~ AND ~Y SUBFLOOR OVER. ~ ALL PEN~RATIONS THROUGH THE INSULATED ENVELOPE OF THE ~UILDING MU~T 3). CAULK ~ILL PLATE TO E~ERIOR SHEATrHING ~HEN NAILING IN P~CE. ~ ~ ~ ~ "E SEALED. 4}. CAULK OR USE ADHESIVE B~EEN D~,~ALL AND TOE PLATE. ~: ~ C~, ~ ~ ~ ~ RECESSED LIGHTS: SEALING BAND JOI~S AFTER FRAMING (ALTERNATE M~HOD): ~ ~ ~: ~ ~ ~ RECEIVED LIGHT5 IN INSULTED CEILINGS MU~ BE RATED FOR INSU~TION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BA~S IN FLOOR JOISTS, ALONG ; ~ ~ ~; ~ ~ ~ CONTACT ("lC" ~TED), AND MU~ BE AIRTIGHT AS OUTLINED IN ECCCNY5 502.1.3. EXTERIOR PERIM~ER, AND FLUSH ~t~H SILL P~TE. ~ INCLUDE GASKETS ON THE TRIM RING~ OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOC~ AND JO[~S UNDER FLOOR JOISTS. i ~ ~ ~ ~ ~ SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNE~L THE AI~TIGHTNESS ~ ~ STANDARD OF 2.0 CFM, (A~M E 283). UNITS WITH A ~BEL THAT REFERENCES THIS 1~. FLOOR DECK: ~~ ~: ~~ ~~ ZZ ~ A~M ~ANDARD, MEC OR ECCCNYS MAY BE ACCEDED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOJ~ CAVITIES. O m BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECE~$ED LIGHTS. 2). IN~U~TION TO BE SUPPORTED WITH 'WIRE RODL ~ ~ ~ ~ ~ ~ SERVICE ~ATER HEATING: EXTERIOR OPENING HEADERS: 7~ ~C ~ ~J ~ ~.O. ~ ~ ~ ~ IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID iN~U~TION B~EEN IHEADER COMPONENTS IF HEADER ~. ~ ~, ~ ~ 1~ ~ FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEG~L TO THE WATER HEATER) MATERIAL I~ THINNER THAN WALL CAVIl. ~-~ ~ MU~ BE IN~ALLED ON BOTH THE INL~ AND OUTL~ SIDES OF THE ~ATER HEATER. ~ ALL PIPES RECIRCU~TING HOT ~ATER PIPE LOOPS MU~ BE IN~U~TED TO LIMIT ~DDER BLOCKING FOR INTERIOR PARTITION ~ALLS: : ~~'~ ~ HEAT LOSS, GENE~LLY, 1/2" OF INSU~TION IS SUFFICIENT FOR PIPE~ LESS THAN 1" 1), PROVIDE HORIZONTAL BLOCKING AT 48' O.C. AND AS NEEDED FOR NAILERS. ~ IN DIAMETER. CIRCU~TION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVI~ INSU~TION CAREFULLY AROUND HORIZONTAL BLOCKING. J 3). PROVIDE A NAILE~ ON THE TOP OF THE BO~OM PLATE FOR BASEBOARD TRIM. j TUB/~HOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION ~UD TO TOP AND BO~OM P~TE~. ~; ~ ~ ~ ~ ~ ~ 1~ Y~ ~ l~ PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THI~ INCLUDES INSU~TION AN D VAPOR R~ARDER AS ~ELL CAVI~ SEALING ON EXTERIOR WALL: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. K~ ~ ~ ~ ~ ~ ~ ~ ~ J ~J~~, HEATING, VENTI~TION AND AIR-CONDITIONING ~HVAC~ ~ HEAT LO~S CALCU~TIONS AND SYSTEM SIZING: 1). SEAL ALL PEN~TIONS THROUGH T~E BLOCKING AND THE SUBFLOOR. ~ ~ HEAT LOSS CALCU~TION~ MU~ BE DONE IN ACCORDANCE TO ECCCNY~ 503.3,1. 2). SEAL SOFFIT AND BAND JOl~ WELL EN OUCH TO PR~ENT ~INDWA~HING. ~ ~ 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. J O ~ ~ HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION B~EEN JOIST~ ~ND ~ALL ~ITH SOLID BLOCKING. THE ~ ~ ~ THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC ~STEMS ARE GIVEN INEccCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL BLOCKING SHOULD SIT ON THE INNE~ EDGE OF THE SUPPORTING P~TE. ~ ': ~ ~~ ~~ ~'21.D~r.~' ' ' '~ ~ ~ MINIMUM EFFICIENCY ~TANDARDS. A~ACHED GARAGE: ~ ~ : ~ ~* ~ O~ ~ ~'~ 0'~ ~ ~ ~ HVAC CONTROl: 1). IF LIVING SPACE ABOVE, $EAL ALL SUBFLOOR PENET~TIONS ABOVE GARAGE .~ ~ m CEILING WITH ADHESIVE. ~ ~: ~ ~ ~ ~ ~ 8~ O.~O 25 ~ ~ o CONTROLS MU~ BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GAUGE CEILING FRAMING AND DR~ALL TO KEEP OUTSIDE AIR FROM ~ 2: ~ F~ ~ ~ ~ J~.O ~.0 ~ ~ CONTROLS MU~ INCLUDE THE CAPACI~ TO BE SET TO 55 DEGREES OR LO,ER PIPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREE~ (FOR COOLING). THE~O~ATS U~ED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. ~ ~ ~ ~~ ~ ~ ~ 4~ ~.~ 1~ HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPE~TURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERhOR AIR BARRIER TO THOROUGHLY 0,31 LEA~ 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEML SUSPENDED OR REDUCED. SlMI~RLY, HUMIDI~ATS MU~ HAVE THE CAPACI~ TO ~ t ~ ~ ~ ~ 1~ ~.0 0.~ ~ PR~ENT ENERGY CON~UM~ION (SUSPEND OPERATION) B~EEN 30 AND 60% RESTIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDLY, HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PL~OOD, DR~ALL OR THIN PROF[LE ~RUCTURAL SHEATHING, CAULK AT ~ ~ ~ ~ {~ ~) ~ ~.0 0.0 ~ TEMPE~TURE- TOP P~TE~. ~ ALL MECHANICAL VENTI~TION SYSTEMS MU~ HAVE CONTROLS TO SHUT DOWN WHEN ~ ~ VENTILATION IS NOT REQUIRED. ~HEN THE ~EM IS SHUT DOWN. AUTOMATIC OR INTERIOR SOFFIT ON E~ERIOR WALL: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~, ~ ~ ~ ~ ~ GRAVIS-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). ~EAL ALL PEN~TION~ THROUGH T~E AIR BARRIER. x ~ ~ 2).HANGDR ALLOROTHERAIRBARRIERONTHEWALLSANDCEILINGBEFORE c DUCTS AND PIPES: F~MING INTERIOR SOFFITS OR UTILI~ CHASES. ~~ ~~ ~~ ~1 ~~~~ ~~ ~ ~~ ~ ~ UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE ~ Z R-VALUE ~BEL~ ON THE OUTSIDE JACK~ (ECCCNY~ 102.5.3). KNEE WALL ~UPPORTING ROOF: ~ ~ DUCTS AND PIPES IN UNCONDITIONED A~ICS, GA~GES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL B~EEN WALL AND RAFTERS AND INSU~TE WALLS TO fi ~ MU~ BE INSULTED. ~HENEVER POSSIBLE, MECHANICA~ ARE TO BE LOCATED INSIDE PR~ENT WIND ~ASHING. ~ ~ ~ ~ ~ THE INSULTED ENVELOPE OF THE HOUSE 2). IF ~FTERS ARE SUPPORTED BY ~ALL PrLATE USE INSULATION BAFFLEL ~ -~ ~ ~ ~ g IF HEATING DUCTS ARE INSTALLED IN OUTSIDE ~ALL5 THE IN~ALLER MU~ PROVIDE BAFFLES ARE TO CONTINUE UP RA~ERLS PA~ THE KNEE ~ALL INTERSECTION. ~ ~ ~ ~ R-14 RIGID IN~U~TION B~EEN DUCT AND EXTERIOR ~HEATHING. 3). PROVIDE BLOCKING B~EEN RAFTER5 AND FLOOR JOI~TS ABOVE EXTERIOR ~ ~ DUCT SEALING: IN S U~b~TE' m DUCT SEALING I~ REQUIRED ON ALL LO~-PRE$~URE DUC~ORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF ~UD BAYS OR JOIST CAVITIES USED ~ DUC~ORK MUST ALSO BE iNSULATiON ~HOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND ~ . SEALED. ALL CONNECTIONS AND SEAMS (EXCE~ LONGITUDINAL JOINT~ THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES.~ ~ ~ MUST BE SEALED ~ITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC.~% ~ TAPE~ ME~ING UL 181A MAY BE U~ED FOR RIGID FIBER DUCTS. TAPES ME~ING FILL THE CAVIl: t J UL 18lB MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSU~TION SHOULD BE SNUG IN CONTACT WITH ALL WALL ~UD$, PLATEL SHEATHING~r ~ ~O SEALING, AND DR~ALL. IN CEILING AND FLOORS, lit SHOULD BE IN CONTACT WITH THE DR~ALL ~ WHITEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS.r~ < ~RI~EN MATERIA~ DESCRIBING REGULAR MAINTENANCE ACTION~ MUST BE LEFT CUT AROUND OBSTACLES: ~ WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNY~ 102.3). A ~BEL REFERENCE INSULATION SHOULD BE SPILT AROUND %/IRES AND SMALL PIPES; CUT AROUND ~~ ~ TO SUCH MATERIAL 1~ ALSO ACCE~ABLE. ELECTRICAL ~OXES. ~RGER PIPES AND OT~ER ORSTACLE$, AND SPLIT OVER CROSS ~ ~ BRIDGING IN FLOORS. N~ER STUFF INSULATION TO G~ IT TO FIT. REDUCED MOISTURE: ~ ~ERY BATHROOM [~ TO HAVE A FAN THAT EXHAU~ TO OUTDOOr. C.C. TO CONFIRM THAT r~ ~ THE FAN ACTUALLY WOR~; U~E RIGID OR FLEXIBLE METAL DUCT~ AND KEEP RUNS AS ~HORT DOCUMENTATION OF R-VALUES: AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS. ESPECIALLY FACED OR UNFACED FIBERG~SS BA~S, A~D RIGID FOAM INSULATION MU~T ~E~ ~ INSTALLED SO THAT THE MARKINGS ARE ~ISIBLE TO THE BUILDING iNSPECTOR. ~ IF THERE IS A GAS RANGE. ACCESS OPENINGS: VENTI~TION: ATTIC HATCHEL 5CU~LES, PULLDOWN ST,AIRS. ~c. MUST BE INSULTED TO THE MECHANICAL VENTI~TION TO BE IN ACCORDANCE ~ITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. THE REQUIREMENT~ CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ....................................................................................................................................................................................................................... VENTI~TION ~TE$, CATHEDRAL CEILINGS: ~ ~ ~ ~: ~]J~ J " " ~ KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTI~TION ~TE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AiR FLO~ A~OVE INSUlT[ON, UNDER ROOF SHEATHING. ~ ~ ~ ~ I ~ 1 ,~~ INTERMI~ENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAU~ FANS SHALL HAVE 2). PROVIDE BLOCKING B~EEN ~FTERS; OVER ~ALL PLATE. ~' ~ A-8 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS SILL PLATE(S) ~) WALL ~'H[ATHiND RAFTERS MAiNTAN i, ' VENTILATION ~,ND ALL WINBO¢¢/DOOR OPFMRG JACK STUDS X /~ /BET~EN WALL FINISH AND UlRIMUM NET FREE VENTILA-NG AREA ~ ~FAS,CIA _OCR JOIS- DEPTH JSP NUMBER DES,DRIOTION APPMCATION % / -,~/ ROOFNG TO AVOID SOAK,NO WALL STUD O ' uor LESS THAN 1/150 3, iHL AREA Of GUTTER iNSTALL :'0' OC ~,,~ ~ /~~,, ~ THE SPACF VENT, ATED A,[ OPENINOS ~ 50N~t;FFtT / EX-, PgYWOOD WOOD BIRDER i RAF-ER 0 ~ SIDE WALL FLASHINC CONE. SLAB ~ -DOON FRAME ~ ' '3" PLATE (BOLCED TO FOUNDATION 5/B" DIA. ANCHOR BOL- ANCHOR BOLT CCNNECTICN SUPPORTING MAXIMUM SPACING SILL PLATE -O FOUNDATION 1 STOR'r 72" OC (CRAW_ SPAQE OR FOUNDATfDN) SILL PLATE ~0 FOLNDATION ©< v,/IND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS: USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER ~JIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION IN~'RUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY LEDGER ' $NO~ SPEED DESIGN WEATHERING LINE TE~ITE DECAY ~ DESIGN UNDER~YMENT I into concrete w~th a minimum 1/2" d~a x 7" long anchor bolt w~th washers and nuts. RAFTER O / HAND'ILS 4), Deck joists to have blocking at 8'0 D.C.. q~ andand over the ledger Ledger to be fastened to budd~n, with 1/2" dia bolt, ~,th w.,her,nuts ~t 16" Dc. ~ST D 6) Concrete piers shall be a minimum 6" above ~rade. QTY. iPACING ;~ NAIL NAIL NOTES TOP P~TE TO 2 - 16d COMMO~ PER ~ o ~ TO~ PLATE~ AT 4- 16d COMMOh JOINT~ FACE NAIL NAIL NOTES ]OINT DESCRIPTION QTY. iPACING RAFTER TO g' k~b'AL L: g-gd COMMOt F~,CH TOE-NAIL TOP pLATE 10' '0UALL 4-Bd COMMOI RAFTER CEILING JOIST 8' ~JALL: 3-8d COMMOt EACH TOE~NAI TO TOP PLATE 10' YUALL: 4-8d COMMO: JOIST CEILING JOIST TO AS PER TABLE 3 7 EACH FACE PARALLEL P,A. FTE R 'WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION '~FCM - SBC LAP NAIL NAIL NAIL NOTES JOINT DEEC RIPTION QTY. SPACING TOP PLATE TO 2 * 16d COMMOh PER FACE NAIL TOP PLATE FOOT NAiL NAIL NOTES JOINT DESCRIPTION Q~ SPACING JOIST TO 4 - gd COMMOb PER TOE SILL, TOP prATE OR GIRDER JOIST NAIL '~ =' '~ 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION J R3 RESIDENTIAL I-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. ;JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE J RESIDENTIAL DW[LLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING ; BUILDING HEIGHT ~ (s[[ PLANS) CONSTRUCTIONNOTES: in each end of the collar tie need not exceed the tabulated number of Bd nails in the strap. I RAFTERToP PLATETO 10'8' WALL:wALL: 3-ad4_Bd COMMONcoMMON RAFTEREACH TOE-NAIL TOTAL SQ. FT, OF CONSTRUCTION ISlE mANS) 1). The informabon within this set of construction documents ~s related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST B' WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid, not a substitute Lateral framing and shear wail connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT BBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhangmg the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product, shall be connected wffh uplift connechons in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM -SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). V/ALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3,4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM -SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wail studs above do not fall in line with studs below, the should be adhered lo even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. ~ TO RAFTER 2 - 8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. ~ RIM BOARD EACH END (LIVE LOADS PSF) 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: J TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 I 4). The designer ha, not been engaged for construction supervision and assumes no connectors. Steel straps shall bave a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibdity for construcbon coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block found'aLiGns, or lapped under NAiL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTy. SPACING precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY [DESIGNED FOP. CAT C) specific use expressed or imphed in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In~ addition to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced beNveen 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMOh FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMOh EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMOh or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL Sym.: attached with Bd common nails at 6" o.c at the panel edges an,d 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult wdh the owner for all buifiqn items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMOh PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYpE fi EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: lengthType adjustmentll exterior shear'wallS(actors in tableShall meet3.16, the requirements of table 3.15a-b times the appropriate FLOOREND JOISTJOIST'oRBANDBLoCKINGJOlST' 2-16d COMMOh FOOT SEE NOTE: 1.2 GROUND WIND SEISMIC FROST WINTER ICESHIELD 1). The General Contractor and Mason to review plans, elevations, details and notes to FLOOD determine intended heights of finished floor(s) above lypical grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:SNOW SPEED DESIGN WEATHERING L NE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY j DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when ; NAIL NAIL J 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 1t NONE 2.4.4.2 and 2.2.4 respectively. JOIST TO: j PER TOE 3). Provide 1/2" expansion joint material between concrete slabs and abutting j 4 - Bd COMMOI~ JOIST NAIL concrete or masonry walls occuring in exterior or unheated interior areas,g). CONNECTIONS AROUND EXTEmOR WALL OPENINGS: S LL. TOP PLATE OR GIRDER, ' ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING J EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 -gd COMMOh,' END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed wflh #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING 2 TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, aB slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST - 8d COMMOh EACH END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON ~ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fib with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: ] ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shal,I either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON (} 6" O.C 8d COMMON @ 12" O.C. 6" maximum hfts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 1 3 - 16d COMMOI' BLOCK NAIL GABLE ENDWALL RAKE AND RAK£ TRUSS 4" ' COMMON O.C. NOTE:sEE2 FOR PANEL FIELD along the open ceiling part of the buildmg. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMMO]' EACH FACE Bd COMMON ~ O.E . 8d 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area.NOTES DECK AND COVERED PORCH NOTES: JoISTON LEDGER PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM 3 - 8d COMMOh JOIST NAIL N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACC pressure treated lumber. BAND JOIST i THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinJzed or stainless steel. TO JOIST 3 16d COMMOP![ JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, mcluding 4 feet on each side of the roof peak, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMOI' [ FOOT SEE NOTE: 1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing at~ached to rafter / truss framing members with G>0.49. Girders on concrete piers shall be anchored with proper steel connectors anchored i SILL OR TOP PLATE FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEA' ['HI NG: For framing members with <0.42<G<0.49. the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current BBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" d~a x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ff. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL Bd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all frammg and structural wood material to be #2 + BTR. WECM- SBC WALL SHEATHINGREQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck)oists to have blocking at B'O o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors. walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted $). A minimum of 10 inch flashing shall be instaBed between the building and ledger. JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise, Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON ~ 6" O.C Bd COMMON ~ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed, j GYPSUM 7" O.C. EDGE , NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.C. FIELD INTERIOR ZONE J8d COMMON ~ 6" O.C 8d COMMON @ 12" O.C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL he,ders to have (3)jack studs and (2)full length studs on each side of WALL S H EATHIN G: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and B'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 I). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS WFCM - BBC be used. anchors where applicable to all connecting joists.PLUMBING NOTES7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double up floor jo~sts under walls that run parallel to the floor joist and under bathtubi 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLY~/OOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing ~ssumes sheathing attached to stud framing members with Floors to have ceramic tile in,tailed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42 <G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10" O.C. HELD 3). For exterior panel siding, galvirdzed box nails shag be permitted to be substituted for common nails. 7). Provide 2- 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ! FLOOR SH LATHING: NOTE: other access openings unless otherwise noted (Wpical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY BI. Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the Q'Ff. SPACING where applicable unless otherwise noted, state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMOh 6" O.C. EDGE EXISTING CON DITIONS. MINIMUM 3000# CAPACITY. 9). Provide blocking/bndging [n floor joists at $ 0 o.c- U~esoBdblockinginfloorjoists HVAC SYSTEM NOTES I"ORLESS 12"O.C. FIELD under all bearing walls. I).Mechanica~subc~ntract~risresp~ns~b~ef~radhearingt~a~]app~icab[ec~desandsafety NOTES: 10). Provide insulation baffles at eave vents between rafters, Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11). Unless otherwise noted, all roofs and walls to have a minimum I/2" thick. 4-ply Fir equipment supplier. 1). Nailing requirements are based on wag sheathing a, reqmred by current NYS Res,[dentia/Code- FIREBLOCKING REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Ftreblockmg shall be provided ~'o cut off all concealed draft openlnal {both vertical and 12). Unless otherwise noted use 3/4" thick TAG PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire ba,rner between storie~, a~d beNveen i top story lad the roof adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, l, in ~on~,,l~d m~¢-s o, ,t=d ~lls ~nd p~nmo,,. ,,d.d,,~ l~r,~d ,p,c.,. a, ,h, ~,mng .,d tloor 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected to have regular 1/2" sheetrock. Ail walls to be taped and finished. 3), Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced to1 - 16d nail per foot. drop cellin§l and cove Cellln§f 14). AIl roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or N.Y.S. Residential ConsmJcflon Code. u,d.~ ,t,lr, ,hal~ ~omply,~,th ...... t,YS ,,,Id.m,,I Cod~ 16). Ali s iB plates and wood in contact with concrete to be pressure treated. Sill plates to 5) For the fireblocking of chJtl"/leyS and (,replaces, as requ,red by curr,nt N Y S Residential Code be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ~1 ~?{~ NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEIUNG JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM -SBC LAP NAIL CEILING JOIST LAPS 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 EACH END 2 - 16d COMMON TO RAFTER END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESlDENTLAL D~[LLtNG BUILDING HEIGHT (s~ PLANS) TOTAL SQ. FT, OF CONSTRUCTION ISlE PHONS) PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA CURRENT BBC HIGH WiND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 A'r'I-ICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY IDESlGNED FORCAT C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO PER FACE NAIL 2 - 16d COMMOh TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE 4 - 16d COMMOh INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE 2 - 16d COMMOh STUD O.C. NAIL HEADER TO 16" O.C. FACE 16d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOI' PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST. BAND JOIST, 2 - 16d COMMOh FOOT SEE NOTE: 1.2 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. 1t NONE TO HEAVY MODERATE NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING J PER TOE JOIST TO: 4 - Bd COMMOh JOIST NAIL SILL, TOP PLATE OR GIRDER BRIDGING J EACH TOE TO JOIST 2 - Bd COMMOh END NAIL BLOCKING EACH TOE 2 - 8d COMMOh TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMOI~ BLOCK NAIL LEDGER STRIP EACH FACE 3 - 16d COMMO]' TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMOh JOIST NAIL BAND JOIST PER END 3 16d COMMOP TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMO]' PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEA'FHI NAIL NAIL JOINT DESCRIPTION QTY. SPACING AS PER TABLE 3.8 STRUCTURAL PANEL 8d WFCM -SBC NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.E 8d COMMON ~ 6" O.C. SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 8d COMMON (~ 6" O.C fid COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAK£ TRUSS Bd COMMON ~ 4" O.C 8d COMMON ~ 4" O.C. SEE NOTES: 1,3 NAIL SPACING NAIL SPACING AT INTERMEDIATE ~HEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE !ad COMMON ~ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3.9 8d COMMON PANELS WFCM - BBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD 6" O.C. FIELD GYPSUM 7" O.C. EDGE 5d COOLERS WALLBOARD 10" O.C. FIELD