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Home My WebLink About34447-ZFORM NO. 4 TO,tN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34797 Rte: 01/14/10 THIS c~KTIFIES that the building ADDITION/ALTERATIONS Location of Froperty: 240 SUNSET PATH SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County TaxMap NO. 473889 Section 54 Block 1 Lot 19 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 10, 2009 pursuant to which Building Permit No. 34447-Z dated FEBRUARY 20, 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 ALTERATIONS AND ADDITIONS, INCLUDING SECOND FLOOR DECK TO AN EXISTING ONE FAMILY DWELLING WITH NON-HABITABLE BASEMENT AS APPLIED FOR PER ZBA ~6188, DATED 10/16/08. · ~ne certificate is issued to RICH/~RD & NULRy L b~tNFREDI ( OWI~ER ) of the aforesaid building. SoF~OLKCOI~TYDEPARTMENT OF ~%LTHAPPRO~ N/A EL~t-rRICAL CERTIFICATE NO. 34447 09/13/10 PL~ u~TIFICATION DA'£~43 12/01/10 CUTCHOGUE EAST PLUMBING 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. 34447 Z Date FEBRUARY 20, 2009 Permission is hereby granted to: RICHARD & MARYY L MANFREDI 391 MUTTONTOWN RD SYOSSET,NY 11791 for : SECOND STORY ADDITION AND ALTERATIONS PER APPROVED PLANS AND ZBA GR3LNT#6188,TRUSTEES#6950. NON HABITABLE BASEMENT at premises located at County Tax Map No. 473889 Section 054 pursuant to application dated FEBRUARY Building Inspector to expire on AUGUST 240 SUNSET PATH SOUTHOLD Block 0001 Lot No. 019 10, 2009 and approved by the 20, 2010. Fee $ 814.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Departm 2_q B - A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial 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. h the following: B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, thc 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 accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate ofOccapancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. ~ 'L-Z- It.) New Construction: Location of Property: House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section % ~ Block Old or Pre-existing Building: Street (check one) Hamlet Lot Subdivision Health Dept. Approval: Date of Permit. Filed Map. Applicant: Underwriters Approval: Lot: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~-'~ ~ 77c oc) Final Certificate: ~ (check one) /Applicant Si~na'ture 'l'oxxn Hall Annex .5 $~7,5 Main Road 1'.O. Box 1179 Soulho]d, NY 11971-0959 Tclcllh.ne (1331) 765-1892 Fax (631) 765-9502 ro.qer.dchort~town.southold.n¥.us B[ tILl)lNG I)EPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Manfredi Address: 240 Sunset Path City: Southold St: NY Zip: 11971 Building Permit #: 34447 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Elec LicenseNo: 4723-me SITE DETAILS Residential Commerical New Addition Service I ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Office Use Only Indoor ~ Basement [~ Service Only ~ Outdoor 1st Floor Pool Renovation 2nd Floor Hot Tub Survey Affic Garage INVENTORY Hot Water GFCI Recpt NC Condenser Single Recpt NC Blower Range Recpt Appliances Dryer Recpt Switches Twist Lock Ceiling Fixtures r~lr~l[~ HID Fixtures Wall Fixtures 1171 Smoke Detectors Recessed Fixtures 1351 CO Detectors Fluorescent Fixture~ Pumps Emergency Fixture Time Clocks Exit Fixtures ~ TVSS Notes: 150a overhead service, 3 baseboard heaters, 1 bathroom heat/vent, 8 paddle fans, 2 exhaust fans, 1 wirlpooi bath, 3 arc fault circuit breakers Inspector Signature: Date: Sept 13 2010 81-Cert Electrical Compliance Form Town Hall Annex 54375 M~in Road P.O. Box 1179 Southold, New York 11971-0959 Telephoae (631 ) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLI~ ,CERTIFICATION Building Permit No. '-~ ~f"~ ~ '~ (Please print) . (Please print) I certify that the solder used in the water supply system contains less than 2/I0 of 1% lead. Sworn to before me this dayof ~ , 20/0 (Plumbers Signamre~ Notary Public, ~t210/3 lid- County PENNY BEDELL Notary Public, State of New York · No. 01BE6099317 Qua fled in Suffolk County ~ Commission Exp ms Sept. 29, ~z~' ~'/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECTION [~]~FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ,~ ?~-,-~- ~ ~ DATE /~///~'- ~ /(~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~"~RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-,-,'I INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~)~ FRAMING S~RAPPIN~ []FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Z, -/~'-- lo DATE .INSPECTOR ~.~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT IO-N [ ] FOUNDATION 1ST [,~J~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAP~NG FIREPLACE & CHIMNEY [ F~RE RESm'A.'r co.s'mucno. [ REMARKS: [ ] RO~~PLBG. INSULATION [ ] FINAL ] fiRE SAFETY INSPECTION ] fiRE RES~TANT FENETRAT~N DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [/3~FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ]FmERE~STAHT~ [ ]FIRERE~ST~NTPE~ETRATH)fl REMARK~ ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~'FINAL /~ / [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-,., 1r INSPECTION [ ]FIRERESm'aN'rooe~mUOTmR [ ]~qRERES~TANT~e~ETRATmN REMARKS: DATE INSPECTOR ~' ~ FIELD INSPECTION REPORT I DATE I COMMENTS FOLrNDATION (1ST) - FOUNDATION (2ND) ~S~ATION PER N.Y. --- STATE ENERGY CODE -- ~DITION~ COUNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold/ PERMIT NO. Examined c>~ Approved Disapproved a/¢ Expiration ~ ] ~>~ ( ) ,20~5~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plaas~__ Planning Board~approvai Survey Septic Form N.Y.S.D.E.C. ~ A P ! Ik~ I~ r'2N Trustees Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date ,20 o'l a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the properly 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 &the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the conslmction 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, homing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises "~e..~4,~a::~ .~ ~l~ng.,n Lo~ (As orl 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. Location of!and on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section Block Filed Map No. Lot I °I Lot 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 - Nature of work (check which applicable): New Building. Addition Repair Removal Demolition Other Work Alteration (Description) paid on filing this application) Dimensions of same structure with alterations or additions: Front Z/~ '- Depth qq'- 0" Height Zt'~'~ O" Number of Stodes Dimensions of entire new construction: Front Rear .Depth Number of Stories Depth Rear Rear ~O' Depth I {:,'3. &b' Name of Former Owner ~'~a,-8*/O o Height 9. Size of lot: Front 10. Dat of Purehase 11. Zone or use district in which premises are situated ~.- t. lt~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES fi(' NO__ 13. Will lot be re-graded? YES__ NO )~ Will excess fill be removed from premises? YES__ NO ~( ., . . ~ ~nl ~1~I~., jO 14. Names of Owner of premises ~t~ddress &? ~ ~,~,l;'l- l~h_one No. ~"t~, .~ ~t/..~q ~,S-' Name of Architect ~.~,,o a. ~a.r~ Address..~.d~,_.~~ne No~ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a fi'eshwater wetland? *YES tW 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 X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 54,a~Fe~.l¢.) ~'~.. fi J~- _tO O'l'~ll} being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~ ~'/~' (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are ~xue 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. tp.before me day of Notary Public Signature of Applicant BABETTE CORNINE Notary Public. Slate Of New York No, 01CO57~2800 Qualified In,Suffolk County ,4 TOWN OF SOUTHOLD BI/ILDING DEPARTM=~OT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthForkm-'6f Examined ,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_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form PERMIT NO. ~°ntact:Mad to Disapproved '"--' ~ ( ( /1 / Phone: Expiration " ~ , 20 ~~ - APPLICATIONPLICATIO~~~~FOR BUILD Date ~P~[L INSTRUCTIONS ,200<2 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 inter/m, 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 applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: otto pp,-rt-t House Number Street County Tax Map No. 1000 Section ~]] t' "', Subdivision Hamlet Block Filed.Mfi. p No. Lot Lot W State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~llX3,/~ ¢'/'4441 kk/ I I/~_ ._~,'~/ b. Intended use and occupancy ,~ll3f.~l~ iO~MI£V r-,2~_ ~-,wl/ ~ / 5. If dwelling, number of dwelling units If garage, number of cars Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost ~ ~', ~ Fee Addition ~ Alteration Other Work (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 ~lo Rear 0~ ~ Depth Height C~l' '~/- Number of St0rie~- Dimensions of same structure with alterations or additions: Front De pth ,~l',~'~r~. l~,~'oqu' Height ,~'~ ~' ~ffo'0" Rear Number of Stories __.--2 ~ 8. Dimensions of entire new construction: Front Rear _Depth Height Number of Stories 9. Size of lot: Front ~(~' Rear Depth ~ - 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated [2_-/~(~) u-.~>kD- e..O~,..~-CP,g-~& I t3r%, 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ,fi-' NO 13. Will lot be re-graded? YES__ NO?. Will excess fill be removed from premises? YES NO ~,~ 14. Names of Owner of premises~:~'~t~Address~~i,~Phone No. Name of Architect Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES,)"' * 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. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. l NO,>,~ STATE OF NEW YORK) ss: COUNTY ~[Y-4(~- [.Di ~--LC:~') being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application 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 t,3no- before me this "~ day of ~rk_~LvV- 20 O ~ /'1 Notm'y i-,ublic,--" · ~d No. 01TA6086001 S~gnature of Applicant Qualified In Suffolk Cou~n~Yn / ! Commission Expires 01/13/20 ~ BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6950 DATE: AUGUST 20~ 2008 ISSUED TO: RICHARD MANFREDI PROPERTY ADDRESS: 240 SUNSET PATH~ SOUTHOLD SCTM# 54-1-19 AUTHORIZATION Pursuant to thc provisions of Chapter 275 and/or Chapter t 11 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 application fee in the sum of $250.00 paid by Richard Manfredi and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Pernfit to construct a second-floor addition to the existing dwelling, second-floor deck, and second-floor addition above the existing patio, with the condition of a line of staked hay bales with silt fencing is installed prior to construction, the installation of gutters, leaders and drywells to contain runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, and as depicted on the survey prepared by Peconic Surveyors, P.C., last dated October 16, 2008, and received on October 20, 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. 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 # 0617C Date: January 10, 2011 THIS CERTIFIES that the construction of a second-floor addition to existing dwelling, second-floor deck, second-floor addition above existing patio, and gutters to leaders to drywells installed on dwelling At 240 Sunset Path, Southold, New York Suffolk County Tax Map # 54-1-19 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 7/2/08 pursuant to which Trustees Wetland Permit #6950 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 construction ora second-floor addition to existing dwelling, second-floor deck, second-floor addition above existing patio, and gutters to leaders to drywells installed on dwelling The certificate is issued to RICHARD MANFREDI owner of the fl [' F/; IF' : i'~OLD aforesaid property. ~uthorized Signatufl~ New York State Department of Environmental Conservation Division of Environmental Permits, Region One Bu#ding 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 · FAX: [631)444-0360' Website: www.dec.stale.ny.us TIDAL WETLAND/FR~gHWATER WETLAND LETTER OF NON-JURISDICTION Richard and Mary Manfredi 391 'Muttontown Road Syosset, NY 11791 Application # 1-4738-03835/0000 t 240 Sunset Path. Southold $CTM# 1000-54-1-19 Re: ' August 18, 2008 F To:/ Company' ~? From: ARCHiTECNOLOG~3 Dear Mr. and Mrs. Manfred]: ~ Fax # ~,~1 ;':3 1123 Phone# 6~'t L ~3 1'129 Based on the infmmation you have submitted, the New York State Department of Environmcntal Conservation has determined that the referenced parcel is more than 300 feet from any tidal wetlands and is beyond Tidal Wetlands Act (Article 25)jurisdiction, In addition, the above referenced parcel is more thai] I00 feet fl'Chi reg~llatcd freshwater wetlands and beyond Freshwater Wetlands Act (Article 24)jurisdiction. The wetland shown on the survey prepared by John T. Metzger dated 3/16/05, last revised 4/21/08, is not a NYS regulated freshwater wetland. Therefore, in accordance with the cun'ent Tidal Wetland Land Use Regulations (6NYCRR Part 661) and Freshwater Wetlands Regulations (6NYCRR Part 663), no pemlits are required. Be.advised, all .construction, sedimentation and/or ground disturbance must remain more than 100 feet froni NYSDEC regulated freshwater wetlands and more than 300 feet from rcgulated tidal wetlaa]ds. Please be further advised that this lettcr does not relieve you of the rcsponsibility of obtaining any necessary pcrm,ts or approvals from othcr agencics F. Notate BOH MbT File covazzo ~ '"'- ermit Administrator IO0~ Oh'Y,.LON ~.T-T,~iI~OIJ, Kq/ SgTISOgTg9 ~ Tg:60 $OOg/gT/gO FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 9, 2008 TO: Architecnologies (Manfredi) PO Box 93 Mattituck, NY 11952 Please take notiee that your application dated April 10, 2008 For permit to construct additions and alterations to an existing single family dwelling at Location of property:~. ,k~0 Hilltop Path, Southold County Tax Map No. 1000 - Section 5_~4 Block 1 Lot 1___9 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single family dwelling, on a non-conforming 27,906 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-122, which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single family dwelling notes a single side yard setback of 3.8 feet and a total side yard setback of 10.9 feet. The new construction will maintain those setbacks. Pursuant to the ZBA's interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in the degree of non-conformance. Pursuant to Article XXIII Section 200-124, non-conforming lots, measuring between 20,000 and 39,999 square feet in total size, require a minimum single side yard setback of 15 feet and a total side yard setback of 35 feet. This N~ofi? 0~f Disappr-o~g~ was written based on a survey~ last dated April 21, 2008~ by John T. M er. ~ ? k,~izec~ignature 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. APPEALS BOARD MEMBERS Gerard E Goehringer, Chairman Ruth D. Oliva James Dmizio, Jr. Michael A. Simon Leslie Kancs Weisman Mailing Address: Southold Town Hall 53095 Main Road · RO. Box 1179 Southold. NY 11971 0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Mare Road (at Youngs Avenue) Snuthold, NY 11971 http://snutholdtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-91164 FINDINGS~ DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 16, 2008 ZBA # 6188 - Richard Manfredi, Applicant Property Location: 240 Sunset Path, Southold CTM 54-1-19 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls uuder 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 Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The applicant's property has 60 feet along Hilltop Path (private road) and extends 184.39 linear feet to the rear lot line, 30 feet wide, by 163.66 linear feet along the remaining side lot line, as shown on the March 16, 2005 survey, updated July 10, 2008, by John T. Metzger L.S. BASIS OF APPLICATION: This is an appeal of the Building Inspector's June 10, 2008 amended Notice of Disapproval concerning an application for a building permit to construct additions and alterations to the existing single-family dwelling, which new construction will constitute an increase in the degree of nonconforming single side yard at less than 10 feet, less than 25 feet on total side yards, that is required under Zoning Code Sections 280-122 and 280- ! 24 (ZBA Interpretation #5039 - R. Walz, Applicant). LWRP: TOWN CODE CHAPTER 268: This application is exempt under Section 268-3, also confirmed in a memorandum to the Board of Appeals dated August 20, 2008 from the Town LWRP Coordinator. Page 2 - October 16, 2008 ZBA # 6188 - Richard Manfredi, Applicant CTM Parcel No. 1000-54-1-19 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 21, 2008 and reopened for a hearing held on September 25, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant's is requesting a variance for an addition and alterations to the existing dwelling as shown on the A-1 elevation drawing dated 6- 3-08 prepared by Architecnoiogies. AMENDED APPLICATION: During the August 21, 2008 hearing, the applicant's architect stated that his client agrees to clip the gable ends which reduces the overall height of the proposed addition by one foot. Following testimony, the August 21, 2008 public hearing was concluded, pending receipt from the applicant's architect of the modification as discussed during the hearing. ADDITIONAL INFORMATION: On August 22, 20{)8, the applicant's architect submitted the elevation drawing dated 8-22-08, as requested by the Board at the August 21, 2008 hearing. The map shows the elevation at 31'9" at its highest measurement and showing less height at the gable ends which were clipped with less volume. REASONS FOR BOARD ACTION: On the basis of testimooy presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because the applicant is constructing a residence in a second-floor to the existing house at variable heights. The house is in a residential neighborhood with similar size homes. 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 because any addition to this house will require a variance on this lot. 3. Town Law §267-b(3)(b)(3). The variance granted herein is substantial representing more than 50% increase in volume on the second floor of the existing building. That increase in volume will not cause additional impact on the neighborhood beyond what an addition not requiring a variance for volume would have. 4. Town Law §267-b(3)(b)(5). The difficulty has been self created. 5. Town Law §267-b(3)(b)(4). The Board has determined evidence that has been submitted to suggest that a variance in this residential cmnmunity will have an adverse impact on the Page3- October 16, 2008 ZBA # 6188 -Richard Manfredi~ Applicant CTM Parcel No. 1000-54-1-19 physical or environmental conditions in tile neighborhood is insufficient to affect the outcome of the application. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to eujoy the beuefit of an addition at their property, while preserving and protecting the neighborhood aud the health, safety and welfare of the co~nmnuity. 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 Dinizio, seconded by Member Simon, and duly carried, to GRANT the variance as applied for, as shown on the A-4 Drawing prepared 8-22-08 by Architecnologies, and the surveyor's site map dated July 10, 2008, prepared by John T. Metzger, L.S. Any deviation from the variance giveu 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 auy current or future use, setback or other feature of the subject property that may violate tile 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 Oliva, Dinizio, Simon, and Weisman. This Resolution was dui3' adopted (4-0). Chairman Goehringer was absent. Ruth D. Oliva, Vice Chairwoman Approved for Filing 10/-~ 9 /2008 Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM EXEMPTIONS: %~ iq Yes No A. Does this project meet the minimum standards ~br classilication as an Agricultural Project. Note: If you answered Yes to any of the above, a Storm-water, Grading, Drainage & Erosion Control Plan is not required. ACTIONS REQUIRING THE SUBMISSION OF A STORM-WATER~ GRADING~ DRAINAGE & EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (A Check Mark (,/) for each question is required for complete application) Will this project retain all Storm-Water Run-off generated on Site? (This will include ail mn-off created by site clearing and/or constrnction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet of ground surface or more? Is there a Natural Water coorse running through the site or is this project within One hundred (100) feet of wetlands or a beach? Will there be site preparation on slopes which exceed fifteen (I 5) feet of vertical rise to One hundred (100) feet of horizontal distance. Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? Yes No gnatare of Applicm3t) Sworn to k/~e~ da of ~ .............................. /:... y ........... ............ ....... Notary Pt b lc' ~ ...... ............ ..................... ~otary Public, State Of New York No. 01CO5792800 Oualified In Suffolk County~-~ o~o/o Will this application require the placement of material, removal of vegetation and/or the construction of any item within the Town Right-of-Way or road shoulder area? (This item does not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred (100_) year floodplain of any watercourse? ~ Note: If any answer to questions one through eight is answered with a check mark in the Box, a Storm-water, Grading, Drainage & Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. STATE OF NEW YORK, COUNTY OF.. ~. ~Z~ ~'~ ...~.¢-:tq,,..~ ...... ss That I, .F~:~,f,.~*). ~...../'~ ................................ being duly sworn, deposes and says that he/she is the applicant tbr Permit, (Name of imlividua[ signing Document) And that He/She is the ....A.~....s ....... (Owner, Contractor, Agent, Corporate Officer, etc.) Or, mcr and/or representative of the Owner or Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belier; and that the work sill be performed in the manner set forth in the application filed herewith. LUDLOW HOMES CONTRACTING COMPANY 105 Ole Jule Ln. Mattimck, NY 11952 Telephone/fax (631) 298-5080 Southold Town Building Dept. 54375 Main Rd. Southold, NY 11971 Date: August 17, 2010 To Whom It May Concern: My Name is Thomas Ludlow and ! am rennovating a residence for Mr. Richard Manfredi located at 240 Sunset Path, Southold, NY 11971. I am requesting an extension of the building permit issued February of 2009. The permit number is 34447. I can best be reached on my cell phone which is 631-680-2651 or the office number above. Thank you in advance for your attention in this matter. Sincerely, TOWN OF SOUTHOLD I~oPERTY RECORD CARD OWNER FORMER OWNER i RES.A! LAND IMP. STREET 27.11.0 SEAS. VI LLAGE CO~. DISTRICT SUB. LOT ACREAGE TYPE OF BUILDIN6 IND. IcB. J MISC. VL. FARM TOTAL DATE Value Per Acre REMARKS Farm Acre Value J Tillable Tillable 2 Tillable, 3 Woodland Swampland Brushland . , House Plot Total~' M. Bldg. Extension Extension Extension Breezewa, Garage O.B. 54.-1-19 3/06 Foundation Basement Ext. WaUs Fire Place Porch Porch Patio Driveway Bath Floors Interior Finish He~ I Attic Roo~s 1st Floor Rooms 2nd Floor M. Bldg. Extension Foundation Basement Ext. Walls d,,!, Bath Floors interior Finish Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 · ' (631) 7 5 ro.qer, r, chert('~,t~oo~n.sou~5o(~(~, ny. us BUILDING 'DEPARTMENT TOWN OF.$OU"I~HOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: ~,ddress: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cress Street: *Phone No.: Permit No.: Tax Map District: 1000 Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) (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: 100 Re-connect Underground (~"~ NO Additional Information: '/ (~'~'~"'~ .,~t Final 150 200 3~ 40iJ/ Other Number of Meters Change of Sen/ice Overhead PAYMENT BUE WITH APPLICATION 82-Request for Inspection Form CTM# /OOO ,~",t_~_ / ? ? . Subdivision: ,ufldmg permits (Ol) en/E×pired): B Z/C/O Z- , Info: ~./ -Z / C/O Z , Info:_ P -Z/C/O Z- ,Info: BP -Z / C/O Z- ,Info: BP - -Z / C/O Z ,In fo: ~.~ Ingle & Separate Search Required? Y orfl~ Determination: ~Q. Lot Size: ACT. ~t Size: ~Q. Lot Coy. ~Q. Front ACT. Front ~Q Side ACT. Side ~Q Rear ~Q. Height_ ~ ACT Height. gaterhon~? Yo~0 ryes, watc~ body . ....... Panel~ ..... Flood Zone: ~ llulkh('ad/Bluff Distance: ,DDII[(_ NAt, AIIII.)~ A S REQU[I~gD uffolk('-uul3 lleal(h: '~ ,,~ I,J [l yes, *Bed~ ~.*Date: '_: ~l'c~mil/: TownSepiic: Tot- Ifuo, celtificMiou lequited: T c,i N [4c~cix{¢l: '~ ',~ :outhold Plautiing:'f¢,~O Date: / / PermH g: No(es: ?owu Landmark C of A: T o~DTE: / / *~/S CODE COral)fiance (page 2): Y Est/mated Zone:~'~40 Conformlag. A/O ~ec ~uuclul ACT. Lot C0v. PROP. Rear (:alctdalion: z I~ ,d). L. __ ,qF)= ,51' :4 ,t; <$ ~ Initial Fee ' q Additional kcc (_ I'OTAL: $ NEW YORK STATE CODE COMPLIANCE CHECK_LIEST CLIMATIC/GEOGRAPHIC D12SIGN CRITERiA: Ground Snow Load: 45 J Wind Speed: 12,0MPH__ Weathering: Severe_ J Frost Depth: 36" J Design Temp: Il d-"'/~ice Shield Underlay: Y]B8 USE/OCCUPANCY CLASSEFICATION: /' 8dsmie Design Category: __ Termite: M-H "--~Decay: S-M HEIGHT/FIRE AREA: TYPE OF CONSTRUCT[ON: DESIGN CRITERLA: ENG1NEERE PI P~, CSC~'~RJ~P?.~ FULL, FP~AJb, f I?N(3 D F~S IGN ELEMENTS I[EA_DEFL$: YfN x, VAJ~L S3'U-DS: Y/~ DESIGN LOAD CALCULATIONS: It, IOF IIAI?TERS: Li',"lg: X~f~ DbA J): TfN ~NOVV: T/P~ ~Jl}h*Z[,[[C;: ]/'iN \VtlNI) ', TOTAL ( OBIPI,II~-~N(TE.'~ Y/N (p,I,T[I[LN T() p/*,G[i ()N 51 REScheckSoftware Version 4.2.1 Compliance Certificate u it Project Title: Manfredi Residence Energy Code: 2007 New York Energy Conservation Location: Construction Type: Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 5750 Construction Site: 240 Sunset Path Southold, NY 11971 Construction Code Suffolk County, New York Detached 1 or 2 Family Owner/Agent: Richard Manfredi 391 Muttontown Rd. Syosset, NY 11971 DesignedContractor: Frank Notaro Architecnolegies 13405 Main Rd. Mattituck, NY 11952 631-298-1129 architecnologies@yahoo.com Compliance: 5.8% Better Than Code Maximum UA: 445 Your UA; 419 Basement Wall 1: Solid Concrete or Masonry Wall height: 8.0' Depth below grade: 60' Insulation depth: 2.0' Floor 1: Ail-Wood Joist/Truss:Over Unconditioned Space Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o,c. Window 1: Vinyl Frame:Double Pane with Low-E Window 2: Vinyl Frame:Double Pane with Low-E Window 3: Vinyl Frame:Double Pane with Low-E Window 4: Vinyl Frame:Double Pane with Low~E Window 5: Vinyl Frame:Double Pane with Low-E Window 6: Vinyl Frame:Double Pane with Low-E Window 7: Vinyl Frame:Double Pane with Low-E Window 8: Vinyl Frame:Double Pane with Low-E Window 9: Vinyl Frame:Double Pane with Low-E Window 10: Vinyl Frame:Double Pane with Low-E Window 11: Vinyl Frame:Double Pane with Low-E Window 12: Vinyl Frame:Double Pane with Low-E Window 13: Vinyl Frame:Double Pane with Low-E Window 14: Vinyl Frame:Double Pane with Low-E Window 15: Vinyl Frame:Double Pane with Low-E Window 16: Vinyl Frame:Double Pane with Low-E Window 17: Vinyl Frame:Double Pane with Low-E Window 18: Vinyl Frame:Double Pane with Low-E Window 19: Vinyl Frame:Double Pane Window 20: Vinyl Frame:Double Pane with Low-E Window 21: Vinyl Frame:Double Pane with Low-E Window 22: Vinyl Frame:Double Pane with Low-E Window 23: Vinyl Frame:Double Pane with Low-E 640 11.0 0.0 737 956 2481 19 7 6 9 9 18 18 9 9 18 6 8 10 10 10 10 20 3 3 3 18 9 19.0 38.0 21.0 0.0 0.0 0.0 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0,330 0,330 0.330 0.330 0.330 0.330 0.330 0.330 0,330 0.330 0.330 0.330 0.330 0330 0.330 0,330 101 35 29 6 2 2 3 3 6 6 3 3 6 2 3 3 3 3 3 3 7 6 3 Project Title: Manfredi Residence Report date: 02/19/09 Data 51ename: C:\DOCUME~I~ADMINI~I\LOCALS~I\Temp\MANFREDi RES CHECK_2.19.09.rck Page I of 7 - -W~ndowt~4~ Vinyl ~,an~;Double Pane with Low-E 9 ! ,!Do~3t 1:~S ass 20 Door 2: Solid 19 Door 3: Glass 16 D~4! Solid 51 ~or 5: Glass 36 Door 6: Glass ~ 37 Boiler 1 [ Other (Except Gas-Fired Steam) 80 AFUE Air Conditioner 1: Electdc Central Air 13 SEER 0.330 3 0.310 6 0.310 6 0.310 5 0.310 16 0.310 11 0.310 11 with this permit application. The proposed systems have been designed to~. ~.~ .... ~ll~--~Yme.~__ w Y Code requirements. When a Registered Design Professional has / The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted ~ York Ene~Jy Conservation Construction ~ are attesting that to the best of his/her Date Project Title: Manfredi Residence Report date: 02/19109 Data filename: C:\DOCUME-I~ADMINI~I\LOCALS-I\Temp\MANFREDI RES CHECK_2.19.09.rck Page 2 of 7 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" o.c. R-21.0 cavity insulation Comments: Basement Walls: [] Basement Wall 1: Solid Concrete or Masons, 8.0' ht / 6.0' bg / 2.0' insul, R-11.0 cavity insulation Comments: Windows: [] Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type ~ Thermal Break? Comments: Yes __ No Window 2: Vinyl Frame:Double Pane with Low-E. U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Comments: Yes No [] Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 4: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ NO [] Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Comments: Yes No [] Window 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: [] Window 7; Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes NO Comments: [] Window 8: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Project Title: Manfredi Residence Report date: 02/19/09 Data filename: C:\DOCUME~I~ADMINI-I\LOCALS~I\Temp\MANFREDI RES CHECK_2.19.09.rck Page 3 of 7 Comments: [] Window 9: Vinyl Frame:Double Pane with Low-E, U-factor: 0330 For windows without labeled U-tsctors, describe features: //Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 10: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, deschbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 12: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: [] Window 13: Vinyl Frame:Double Pane with Low-E, U-factor: 0,330 For windows without labeled U-factora, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No No [] Window 14: Vinyl Frame:Double Pane with Low-E, U-~actor: 0330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 15: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 16: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: //Panes Frame Type Thermal Break? Comments: Yes__No [] Window 17: Vinyi Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: //Panes Frame Type Thermal Break? Comments: Yes__No [] Window 18: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Comments: Yes No [] Window 19: Vinyl Frame:Double Pane, U-factor: 0.330 For windows without labeled U-factors, describe features: //Panes Frame Type Thermal Break? Comments: Yes--No [] Window 20: Vinyl Frame:Double Pane with Low-E, U4actor: 0.330 For windows without labeled U-factors, describe features: //Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 21: Vinyl Frame:Double Pane with Low-E, U4actor: 0.330 Project Title: Manfredi Residence Repod date: 02/19/09 Data fllename: C:\DOCUME~I~ADMINI~I\LOCALS~I\Temp\MANFREDI RES CHECK_2.19.09.rck Page 4 of 7 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 22: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U4actors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Window 23: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No Yes No [] Window 24: Vinyl Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Doors: [] Door 1: Glass, U-factor: 0,310 Comments: [] Door 2: Solid, U-factor: 0.310 Comments: [] Door 3: Glass, U-factor: 0310 Comments: [] Door 4: Solid, U-factor: 0.310 Comments: [] Door 5: Glass, U-factor: 0.310 Comments: Door 6: Glass, U-factor: 0.310 Comments: [] Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Heating and Cooking Equipment: [] Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE or higher Make and Model Number: [] Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 05" clearance from combustible maledals. If non-lC rated, fixtures are installed with a 3" clearance from insulation, Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors, Materials Identification: Matedals and equipment are installed in accordance with the manufacturer's installation instructions, Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for air installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions, in substantial contact with the sur[ace being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Project Title: Manfredi Residence Report date: 02/19/09 Data filename: C:\DOCUME-I~ADMINI~I\LOCALS~I\Temp\MANFREDI RES CHECK_2,19 09.rck Page 5 of 7 Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least R-4. [] Supply ducts in unconditioned spaces are insulated to at least R-8. [] Retum ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B, Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa) [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: ~1 Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate e~ectric meters exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. [] Fireplaces have a source of combustion air, as required by the Fireplace construction previsions of the Building Code of New York State, the Residential Code of New York Slate or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pcol pumps have a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Manfredi Residence Report date: 02/19/09 Data fllename: C:~DOCUME-I~ADMINI~I\LOCALS~I\Temp\MANFREDI RES CHECK_2.19.09.rck Page 6 of 7 Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2,0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(OF) 2'* Runouts 1" and Less 1 25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2~0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2~0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Bdne Below 40 1 0 1.0 1.5 1.5 NOTES TO FIELD: (Building Depar{ment Use Only) Project TiUe: Manfredi Residence Report date: 02/19/09 Data filename: C:\DOCUME~I~ADMINI~I\LOCALS-I\Temp\MANFREDI RES CHECK_2.19.09.rck Page 7 of 7 LOT COVERAGE HSE. ~1TH PORCH ~3~ ~.fl. WALK ' 74 lEO6 TOTAL IE~ PROPOSED H~ P~CH & AD~TI~ 1063 C~C. PA TIO not un~r ad~l. 80 sq. fl. TOTAL 1~17 sq. ft. EXISTING COVERAGE 1~06/63~0 = 19.0~ PROPOSED 1217/6340 ~ 19~ CONTOUR LINES & ELEVATIONS ARE REFERENCED TO NoG. V.D. FLOOD ZONES FROM FIRM 36103C0154 G (MAY 4, 1998) AREA=6,$40 SO. FT, · =MONUMENT doff ~ee.~¢'~°''~ ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-54-01-19' MARCH 16, JANUARY 9, 2008 (TOPOGRAPHIC SURVEY) APRIL ~Ol, 2008 (REVISIONS) .N RAIN RUNOFF FOR DRYWELLS HOUSE - 1065 1063 ~ 0.17 x I - 161 cu. fl. ISIIEE.,~ ~ 8 VF. PROVIDE E DRYWELLS 6°~ , ~t' deep or equal HOUSE TO HAVE GUTTERS & LEADERS LOT COVERAGE ..EXISTING HSE. WITH PORCH 852 sa. ft. CONC. PA T/O , 300 sa. ft. WALK 74 sa. ft. 1206 TOTAL 1206 sq. ft. PROPOSED HSE, PORCH & ADDITION 1063 sq. fI. CONC. PA TIO not under add//. 80 sa. fl. WALK TOTAL (2(7 EX/STING COVERAGE /206/6340 = 19.0% PROPOSED /2/7/6340 = ~lOff .,4 SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-54-01-19 SCALE: 1"--30' MARCH 16, 2005 JANUARY 9, 2008 (TOPOGRAPH/C SURVEY) APRIL I6~ 200~ (reviMo~s) APRIL 21, ,2008 (REVISIONS) dULY I0, '2008 (100' SETBACK LINF_J OCT, 16, ,2008 (drywells) APPROVED BY BOARD OF TRUST~ES TOWN OF SOUTHOLD DATE CONTOUR LINES & ELEVATIONS ARE REFERENCED TO N.G.V.D. FLOOD ZONES FROM FIRM 36103C015~ G (MAY 4, 1998J AREA=6,$40 SO. FT. · =MONUMENT ANY ALTERATION OR ADDITIOf~ TO THIS SURVEY IS A ViOLATION OF SECTION 72090F THE NEVi YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIViSION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR H~tOSE SIGNATURE APPEARS NEREON. '~6.~".-7~7'.,2~ FAX (651) 765-1797 p. 12J0 TRAVELER STREET SOUTHOLD, N.Y. 11971 05-119 I I I~1 I RECEIVED AUG ~ ~ 2008 ~ G, (~-~ ZONING BOARD OF APPEALS I EAST ELEVATION 31 '-9" WEST ELEVATION BY ~ OFFICE SET 5.8.08 GENERAL NOTES 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE & LOCAL BUILDING CODES AND ORDINANCES, 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRAOTORG INVOLVED IN THE CONSTRUCTION. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OFANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLEBS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGiAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION. AND MISALIGNMENT ACCORDING TO TO ALL APPLICABLE CODES. 6. THE GEN'L, CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS RELATED TO THE WORK OF THIS CONTRACT. DEN%. CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT UNLESS OTHERWISE NOTED. 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE pREMISES CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. 8. ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. 9, DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL pARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR JOISTS AT ALL OPENINGS, REFER TO CONSTRUCTION DWG~S, FOR SIZES. 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR ¢2 CONST. GRADE OR EQ. 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWQRK. SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEeDiNG WITH THS WORK. NOTE PER REQUIREMENTS By NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON ( AF&PA ) FOR ONE-FAMILy DWELLING TO THE BEST OF OUR KNOWLEDGE. CONSTRUCTION LEGEND NEW EXTERIOR PARTITION - 2" X S" WOOD STUD WALL W/1/2" COX PLYWOOD. EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED). PROV. 5" EXPOSURE VINYL "CEDAR IMPRESSIONS" BY OERTAINTEED OR APP. EQ, (TYPICAL ALL AREAS), ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS. NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/1/2" CDX INTERIOR SIDE - I LAYER 1/2" GYP, ED, SCREWED/tAPED BOTH SIDES. INTERIOR TRIM - S 1/2" SQUARE POPLAR TRIM W/OGEE HROUTE" ON ALL DOORS/V~INDOWS S" SQUARE POPLAR BASE W/OGEE "ROUTE", ALL W~NDOWS W/BosoM SILL, U.O.N. PROVIDE MOISTURE RESISTANT GYP. ED, (GREEN BF.) FOR ALL BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL ED. FOR ALL TILE LEGEND FOTTI 10" CERAMIC TILE - "AMERICAN OLEANII Tile OR APP. EQUAL. TILE BORDER W,/20" TILE ON A 48° TO BE INSTALLED OVER 1/2" CEMENT BOARD. U.O.N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN, ~ 8" X S" CERAMIC T~LE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE BORDER W/20~' TILE ON A 4E° TO SE INSTALLED OVER 1/2" CEMENT BOARD. U.O,N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. INSULATION NOTES PROM ADDITIONAL 3/4" FOIL FACED FOAM BOARD UNDER ALL NEVV CONSTRUCTION. NEW EXTERIOR WALLS', 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY iNSULATION BY 'CERTAINTEED' OR APPROVED EQUAL. NEW A~FrlC/ROOF: R-SS KRAFT-FA. INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL. CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: B-21 BAIFF INSULATION .GARAGE CEILING: R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES AC/HEATING NOTES pER REQUIREMENTS Sy NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: ONE "BIASI" 8 SECTION CAST IRON BOILER WITH RIALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. pROV. 8" DiA. "ZERO CLEARANCE" FLUE ONE VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED. ALL NECESSARY PIPING. C~RCULATORS, CONTROLS, ETC.. AND ONE 275 ,G~LLO~ FUELTANK UNLESS OTHERWISE NOTED. TWO RUDD (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS OTHERWISE NOTED. TWO "RUOD" (SIZE TONAGE AS REQUIRED) 13 SEER OONDENSORS UNLESS OTHERWISE NOTED, TWO HOT WATER COLES, CEILING/FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. NOTE PROV. ALTERNATE PRICES THE FOLLOWING; ALT. "1'- PROV. HOT WATER BASEBOARD HEATING IN ADDITION TO NEW A/C. ALT. "2" - RROV. RADIANT HEAT IN ALL BATHROOMS & KITCHEN. ALT. '3" - PROV. RADIANT HEAT THROUGHOUT HOUSE. IN LIEU OF ALT. "1 ~ & "2". ELECTRICAL LEGEND NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & REGULATIONS OF THE N,Y,B.F.U. AND A CERTIFICATE FROM THE N.Y,B,F.U. IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON~, "FEDORA" COLOR T.B.D. RECESSED DOWNLIGRTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM - WHITE. NOTE: DONTRAOTCR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEO. DEVICES WITH CLIENT, ~ DUPLEX ELECTRICAL RECEPTACLE ([DDD DOUBLE DUPLEX ELECTRICAL RECEPTACLE dPSC DUPLEX SEPARATE CIRCUIT RECEPTACLE (~GF~ DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT (~)FL DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE ~' WALL SWITCH ~-a 3-WAY WALLSWITCH ~.4 4-WAY WALL SWITCH 4~-DS RECESSED DOOR ACTIVATED SWITCH ~' RECESSED DOWNLIGHT (100W) "LIGHTOLIER" OR APP. ~E~.E EXTERIOR RECESSED DOWNLIGHT (IO0W) "LIGHTOLIER" OR APP. EQ, · ~ COMBINATION RECESSED DOWNLIGHT (100W) "WATERPROOF W/ N"'EF/L RECESSED EXHAUST FAN LIGHTOLIER~' OR APP. EQ. ~'W RECESSED DOWNLIGHT (100W) '~ LIGHTOLIER" OR APP. EQ. W/WATERPROOF COVER CEILING MOUNTED JUNCTION BOX ~JS WALL MOUNTED JUNCTION BOX ~jB,,A,WALL MOUNTED DUAL SPOTLIGHT ~JB/FNEW CEILIN(~ MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT WITH DUAL SWITCH AT WALL, FIXTURE TO BE SUPPLIED BY OWNER, ~'EF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAW DUTY' UNIT OR APP, EQUAL, '~T NEW TELEPHONE RECEPTACLE 4c NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) '~ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT, CONTROL BOX) I~SDCONTRoLSMOKE/CARB~(.ON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL ~oa NEW DOORBELL 4OTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. NOTE: PROVIDE ALLOWANCE FOR A GENERATOR - LOCATION T,B,D. THE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: BOILER, HOT WATER HTR., REFRIG., KITCHEN DN, ETS. & FOYIER LT. PLUMBING'LEGEND ~p PROVIDE AL~..~ECESSARY PLUM~[NG ROUGHING AND VENTINIG AS INDICATED ~ CONSTRUCTION pLANS, FOLLOW ALL NECESSARY N.Y.S, AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO SB COMPLETED. PROVIDE ALL NECESSARy DRAIN VALVES FOR WINTERI~.ATI(~N. REF. TO CONS~RUCTION PLANS FOR FIXTURE TYPES. ALL WASTE LINES ARE TO, BE INSULATED WITH SOUND ATTENUATING INSULATION (TYP. ALL AREAS) ~HB PROVIDE FROST FREE HOSE BBS I~s SHOWER HEAD (FROST FREE SHOWER BODY) ~G GAS LiNE FOR: BBC, DRYER & OVEN; GAS TANK LOCATION AS~ NOTED ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE ClF~OULAB DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUIND ATTENUATING INSULATION. (TYR. ALL) OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOV¢INGt SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., & SHOWER OQNT-ROLS, FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER ~ASED orN TYPES OF FIXTURE8 8ELECTED. ALL FIXTURES TO BE PURCHASED AND INSTALLED EY THE PLUMBER. UNLESS OTHERWISE SPECIFIED BY OWNER DEMOLITION LEGEND ........... EXISTING EXTERIOR WALL ........... ]TO BE REMOVED EXISTING DOOR/~VINDOW TO BE REMOV'ED DOOR SCHEDULE FIRST FLOOR- EXTERIOR DOORS - ANDERSEN/THERMATRU DOOR ¢ WIDTH: HEIGHT BOOR MAT'L. OPERATION: LOCATION: INTERIOR/EXTERiOR TRiM :/ INTERIOR WlndsorONE CLASSIC COLONIAL BASE MOLDING: WORM001 WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. WINDOW & DOOR CASING: WOBSO01 , WOCSO01 CROWN MOLDING: WOCMO01 -VERIFYWlTH OWNER VERIFy W/OWNER TRIM ORDER PRIOR TO PURCHASE. ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS OTHERWISE NOTED. EXTERIOR AZEK TRIMBOARB WINDOW & DOOR TIM', PIDTURE FRAME - S/4" X S" AZEK CORNER BOARD TRIM: 5/4" X 8" AZEK FREEZE BOARD: 5/4" X 6" AZEK FASCIA TRIM: 5/4" X 8" V,I.F, AZEK SOFFIT MATERIAL: 1/2" X 5 1/2" AZEK BEADBOARD ALL EXTERIOR TRIM TO BE PAINTED WHITE. VERIFY 'MATERIAL ~r'PE WITH OWNER PRIOR TO PURCHASE. REFER TO A,1 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. I 1/2" #5 WOOD SCREWS S'-0" < PANEL 6'-0" < PANEL 2'-0" < PANEL ALTERNATIVE FOR OPNG. PROTECTION SHALL SB pERil]q-ED FOR OPEN NG PROTECTION,IN ON AND TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS FASTENER'TYPE, PANEL SPANI2'-0"<: PANELI4"0" PANEL 19~ ~1 1/2"#5WOO[~ SCREWS iE 10 10 COMPLY WITFAL~ CODES OF NEW YORf¢,/STA [2 &,, TOWN CODES AS REQU~ED AID CONDITIONS OF V SOt,I4OLD TOWN ZSA ~ SOL,OLD TO!~ PLANNING 80ARD / SC ~3LD TuIfllq T~STEE$ ....... N 'EC WINDOW SCHEDULE ALL WINDOWS TO BE ANDERSEN 400 SERIES. FIRST FLOOR ROUGH ROUGH ANDERSEN REFER, NO. OPENING OPENING QUANTIT~ MISC..NOTES WIDTH HEIGHT ~) EXISTING ~) EXISTING "~ EXISTING (~ EXISTING (~ EXISTING PLUMBING FIXTURE LIST: BATHROOM FIXTURES; BY KOHLER (VERIFY WITH OWNER) TOILETS: CtMARRON COMFORT HEIGHT TWO PIECE - K-$497-RA SINKS: THOREAU UNDERCQUNTER LAVATORY- K-2907-4U SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET - K-10272-4G SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 PROVIDE CUSTOM SHOWER PANS PROV. ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVIDE TOILET SEATS VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE GLASS SHOWER DOORS BY OTHERS KITCHEN FIXTURE LIST: KITCHEN SINK; UNDERTONE - K-3183 FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET - K63S0 VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. PANEL LEGEND (REFER TO TABLE 1609.1,4) PANEL SIZE PLUMBING at.L ~IN~ WASl'E & WATER LINES NEED ~'B~FORE COVERING & CONNr:CT REQUIRED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, RETAIN STOR~ WATER RUNOFF PURSUANT TO CHAPT~ 236 OF THE TOWN CODE, PLUMBER CERTIRP,,ATION Ot~LE. AD CONTENT~ORE CFJ~I'IFICA TE OF OCCI~¥ ,,~:~ER USED IN WATER ,.~t~Y SYL -FM CANNOT EXCEEDS/lO Ot ;% LEAD. APPROVED AS NOTED EEB:7/¢'C BY: Vt f NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM T0 4PM FOR THE FOLLOWING INSPECT~0NS: 1. FOUNBATION - TWO REQUIRED FOR POUREB CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. iNSU~TION 4. FINAL ' CONSTRUCTION MUST BE COMPLETE FOR O.0, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS 0F THE O0BES 0F NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN 0R CONSTRUCTION ERRORS NOTE: CONTRACTOR SHALL NOTIFy THE ARCHITECT PRIOR TO ANY AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD COND(TIONS, CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS, DRAWING LIST A-N A-D A-I A-1.1 A-2.1 A-2.2 A-3 A-4 A-5 A-6 DRAWING NOTES/PANEL PLAN DEMOLITION PLAN IST/2ND FL. CONSTRUCTION PLANS FOUNDATION/DECK FRAMING PLAN 2ND FL DECK/CLNG. FRAMING PLAN ROOF FRAMING/ROOF PLAN BUILDING SECTION BUILDING ELEVATIONS ENERGY CALCULATIONS PLMB. RISER DIAG./NAILING SCHED. QTY- 3 QTY- 4 QtY- 2 (1) 3'-3" X 4~-EIi QTY- 2 (1) 3'-2' X 4'-10" 4'-1 0" (1) 3I'7Ii X 4'-7" (1) 0'-10" X 4I-7" ~-'4'--~t 2'-9" ~ 3'-3" ~ 7'~1" (1) 41-0I[ X 7'-1" (1) 3'-3" X 7'-1" (1) 2'-S" X 7'-t" 3'-1'0" QTY- I OFFICE SET 1 26.'09 0 7 LI-c 7 < IOALE: AS NOTED ~WG. NAME: DRAWING NOTES REMOVE EXIST, ROOF SHINGLES, REMOVE EXIST. CEILING JOISTS & PROTECT EXIST,SpACE BELOW, ~ZXZZZXZZZKXZZZZZZZZZXZZZ--ZZ- Z_ZZZ-Z__ZZZX-_~ EXIST, FOUNDATIION TO REMAIN, NORTH ELEVATION ............................................ ........................................... ------------2--i ............................................. ~--~1 REMOVE EXIST. ROOF SHINGLES, SHEATHING & ALL ROOF FRAMING. REMOVE EXIST. CEILING JOISTS & PROTECT EXIST.SPACE BELOW. P REMOVE EXIST. SIDING, WINDOWS & TRIM AS NOTED, CHECK FOR ANY ROTFED SHEATHING & REPLACE AS NECESSARY. EXIST. FOUNDATION TO EAST ELEVATION ............................................. REMOVE EXIST. ROOF SHIINIGLES, SHEATHING & ALL ROOF FRAMING, REMOVE EXIST. CEILING JOISTS & pROTECT EXIST,SPACE BELOW, DVE EXIST. SIDING. WINDOWS & TRIM AS NOTED, ~HECK FOR ANY DECK STRUCTURE BEFORE THE DEMOLITION IS STARTED. llllllii~ TO CHECK CONDITION PRIOR START OF DEMOLITION. WEST ELEVATION CONTRACTOR'S NOTE AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWING FIELD CONDITIONS: 1, ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER FROM THE CONSTRUCTION FRAMING PLANS. MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. 2, ROTfED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, WOOD STUDS OR SHEATHING, A DETERMINATION WILL BE MADE AS TO THEIR REPLACEMENT. 3, EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. DEMOLITION LEGEND ....... EXISTING EXTERIOR WALL TO BE REMOVED e EXISTING DOOR/WINDOW TO BE REMAIN. e EXISTING DOOR/WINDOW TO BE REMOVED. REMOVE EXIST, RAILINGS, POSTS. & DECKING. CHECK CONDITION OF DECK STRUCTURE BEFORE THE DEMOLITION IS STARTED, GYP. FLOOR SHEATHING. ( FLOOR JOISTS, GIRDERB AND REPLACE AS REQUIRED. (TYP. ALL ~EAS) FIRST FLOOR PLAN REMOVE EXIST. ROOF SHINGLES. SHEATHING & ALL ROOF FRAMING, REMOVE EXIST, CEILING JOISTS & PROTECT EXIST.SPAC E BELOW. £J LJ SOUTH ELEVATION ¢IOVE EXISTING G (TYP, ALL). EXIST. I DURIr STRUCTION. INETS ON.~ % REMOVE EXIST, CEILING, WALL PANELING, ETC. 'i NOTE' CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR ~ENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, B RAWINGS/SPBCIFIOATIONS, [] [] [] BASEMENT PLAN ST SIDING, WINDOWS ~,S NOTED. CHECK FOR ANY RO3q'ED SHEATHING & REPLACE AS NECESSARY. CHECK FOR ANY ROTTED MEMBERS & REPLACE AS NECESSARY. REMOVE EXIST PANELS & RELOCATE TO EAST WALL OF GARAGE AREA, REMOVWE ALL . BASE. WINDOWS & Rb~XL~cE W/ NEW, EXIST. PANEL & PUMP EQUIPMENT TO REMAIN. PROTECT DURING CONST. OFFICE SET 1,26.09 O0 0 0 < SCALE: 1/4" = 1 '0" DWG, NAME: P~N -, STONE ,I X 2'-0" X 1~ D. FOOTINGS. REPAIR PATIO AFTER FOOTINGS ARE INSTALLED, STORAGE 5'-1" X 7'-8" % 41-4Ii GREAT RM. UNIT TO EXIST, STONE WA~-LS TO REMAIN, 31'-4" V.I.F. ( SEC."A" 22'-3' (SEC."A" PROV, TIMBERTECH RAILING ¢1 "RADIANC ERA,IL" FIRST FLOOR PLAN NOTE: RPOV. ALTERNATE PRICES FOR THE FOLLOWING; ALT, "1' - PROV. ALLOWANCE FOR ALL NEW WINDOWS & DOORS THROUGHOUT. (ANDERSEN). ALT, "2" - PROV, ALLOWANCE FOR NEW ~6" W, F,P, "HEAT & GLO" OR APP, EQ. INCLUDE REQUIRED '0*CLE/NFL" FLUE AND GLASS DOORS. REMOVE AREAS NEW CONDITION AFTEI FOYER $'-0" X 7'-8i' BATH EXIST. KITCHEN DECK EXIST, IRONWOOD DECKING BATH M. BEDROOM 4'-2" DECK PROV. ALTERNATE PRICING FOR: 1. RADIENT HEAT THROUGHOUT WHOLE HOUSE, 2. RADIENT HEAT THROUGH BATHS AND KITCHENS ONLY. C~-R AC TO R TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISION8 DUE TO FIELD I CONTF~OTOR W[4~CE DIFFER FROM THE L CONSTRUCT. DRAWINGS/SPEOIFICATrON S,~ ( SEC J'A" EXISTING PATIO TO STUDY 10'-4" X 12~-3'' INSTALL AFl'lC ACCESS STAIR: "BESSLER" - # 70 OR APP. EQ, 13'-4" HALL 8'-3" (SEC."A" SECOND FLOOR PLAN OFFICE SET I ,26.09 UJ SCALE: 1/4" = 1 '0" DWG. NAME: PROPOSED 3ONSTRUCTIOb PLAN DWG, NO,: A-1 PROV. 8" DIAM, P. CONC. CASON ON TOP OF A 2'-0" X 2'-0" X 1,'-0" D. POURED OONO. FTNG. (TYP. ALL) REFER TO ,z~C/HEATING NOTES ON GENERAL NOTES ~ 4'-0" X 6'-0" X 1'-6" H. F, CONCRETE PAD FOIR MECHANICAL EQUIPMENT, PROVIDE ACCESS PANEL EXIST. 800NC,SLOCK FOUNDATION TO REMAIN. CHECK QONDITION OF FOUNDATION WALL FOR ALL STRUCTURAL CRACKS & SE'FI'LING PRIOR TO NEW CONSTRUCTION. (1 SEC "A" 12'-6" ~. -, 12~-6" 10'-7" I PRO . 5 8" F.O. GYP. ......... -/ ....................... Jr ......................... ~ I ............................. ...... ~ .......... = .......... ~t-1 ......................... 26'-3" (EXIST,) II I - FOUNDATION PLAN THIS DRAWING IS FOB REFERENCE ONLY ONLY & I,S NOT INTENDED TO BE SCALED. GLC. TO VERIFY ADEQUATE SEARING LOAD CAPABILItrY ON EXISTING FOOTING AND , COLU.M,N, VERIFY EXISTING COLUMN TO ( SEC."A" FLUSH W/F,J. (TYP. ALL) SEC."A" FIRST FL. DECK FRAMING PLAN ITHIS DRAWIN~ IS FOR REFERENCE ONLY' QNLy& IS NOT INTENDED TO BE SCALEDh ,P, LAM LVL PROV, 2 - BELOW f.J. 0~P. ALL) NOTE: OONTRAOTOR TO NOT/FY THE ARCHITECT Of ANY AND ALL REVISION8 DUE TO FIELD OONDITIONE~, CLIENT, AND OR GENERAL CONTRACTOR WHICH D FFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS. LVL III Z ,,, W rr LL Z FOLJN[ 1 ST, FLOOR DECK FRAMING PLAN DWG. NO J: A-1 I UNEE REQUIRED. FLUSH W/F.J. (TYP. ALI_) 1-1 (TYPICAL ALL) PROVIDE 2- I 314" X 1 1 718" CONT. G,P. LAM LVL W/314" STL. PLT. FLUSH W/ (TYP, ALL CONDITION) DNT. LAM LVL PARTITION ABOVE (TYP.) PROVIDE 2- I 3/4" X 11 7/8" CONT, G .p. L~M LVL W/ 1/2" STL. PLT, % SEC "A" ( · (SEC."A" DBL, 2" X 10" GIRDER i"STR. STL, POSTS 2 - I 3 LAM LVL REQUIRED. ~//F,J. (TYp. ApL) PROV. I PROV. METAL JOIST HANGERS PROV. HEADER, FLUSH W/P,J, (TYp. ALL~ UIRED. VL PROV. 2- '/SULVL ~EADER CF'fPICA~ FLU,SH W/F.J, ROOF ABOVE (T~PICAL) FLU,SH W/F,J, PARTITION ABOVE (~YP.) (TYPICAL ALL) /. METAL, LVL OF ANY AND ALL REVISIONS DUE TO FIELD CO--lENT, AND OR GENERAL CONSTRUCT. DRAWINGS/SPECIFICATIONS.] PROV. 2 - I 3/4" X 1 1 7/8" LVL G.P, LAM HEADER ¢FYPICA~ , IF ( SEC."A" PROV. 2- I 3 4" X 11 7 "LVL BOTTOM PROV. 2- I 3 14" LVL BEAM BOTFOM FLUSH W/C.J. BELOW O.J. s '1 [] E~ ( SEC."A" 0 Z 00 W rr LL Z SECOND FLOOR DECK FRAMING PLAN THIS DRAWING iS FOR REFERENCE ONLY ONLy & IS NOT INTENDED TO BE SCALED, SECOND FL. CEILING FRAMING PLAN ITHIS DRAWING IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO BE SCALED, NOTE: ~INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BR~CING~ OFFICE SET 1.26.09 SCALE: 1/4"= 1'0" I 'DWG. RAME:' 2ND, FL. DECK/ CLNG, FRAMIN( A-2.1 PROV OONT, CUT 2" X 10" SUB FASCIA I[Ty'P. ALL AR~AS), ~ SECOND FLOOR WALL G.P. LAM HIP BEAM PROV, 2 - ' "LVL -lIP BEAM 2'"X 10'r R,R. 16" O,C. PROV C FASCIA , SEC."A" SEC."A" ROOF FRAMING PLAN ITHIIS DRAWING IS FOR REFERENCE ONLY ONLY & IS NOT INTENDED TO SE SCALED, PRO¥.[ SED 7/8" LVL (TYPICAL) , '-- BOSOM --- OF ROOF UP 2-o" (TYPICAL) pROV. ALI- NECESSARY FLASHING ( SEC."A" ROOF PLAN THIS DR~,WING IS FOR REFERENCE ONILY ONLY & IS NOT INTENDED TO BE SCALED, NOTE:~ O--~-~-RAOTO B TO NOTIFY THE ARCHCTECT 0F ANY ,&,ND ALL REVISIONS DUE TO FIELD COND]TION, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER F~=f, OM THE L CONSTRU,CT, DRAWrNGS/SPEOIFICATIONS. PROV. E" "GAF" ASPHALT OVER 15 LI LAYMENT ALONG ENTIRE SO~OM EDGE OF ROOF UP 2'-0" [TYPICAL) /NLL ROOF SECT ONS), Zo 0 Zo __ --. ,. 1/4" = 1 '0" DWG, NAME: :~OOF FRAMING/ ROOF PLAN I DWG, NO.: I, A-2.2 SIMPSON HL35 ANGLE BRACKET CORNER CONNECTION (,EXAM P L E) KANT-SAG LST[22 OR PEON LSTA21 STRAP RIDGE ~lOd X q 1/2 FAST,,ENER BEAM~ J / (STRAP REQUIRED FOR 16 JOIST DEPTH OR MEMBERS WITH SLOPE ~JJ~~2" X 10" R.R. ,CONNECT ON OF RIIGDE BIEAM TO ROOF RAFTER ~A-Sj (EXAMPLE) PROV. DIAL. 2" X 6" .~ SILL ELATE (TYP.) 10" P. CONG. FOUNOATION WALL, PF1OV. MIN, E" FDN, EXPOSURE ABOVE FIN, GRADE (TYP, ALL- AREAS) PROV. W,'ATER BARRIER BETWEEN PROV, 2 ¢CONTINUOUS # 4 ~(TYP. ALL AREAS} FOUNDATION DETAIL pLATE TO ,FOUNDATI'ON kA-SJ (EXAMPLE) (RRS4) CONTRACTOR'S NOTE' AFTER DEMOUTIONI, THE CONTRACTOR MUST INSPECT THE EXISTING STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWlNGFIELD CONDITIONS: 1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER FROM THE CONSTRUCTION REAMING PLANS. MODIFICATION OF THE FRAMING pLAN iMAY BIB REQUIRED, 2. ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING $O1¢T, WOOD STUBS OR SHEATHING. A DETERMINATION WILL BE MADE AS TO THEIR REPLACEMENT, 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FBO~./I THE PLANS. G.p. LAM ~RICGE BEAM 10d NAILS OR 16d SINKERS STRONG-WALL SHEARWALL STUD TO STUD (OS 16) BANDJOIST (CS16) HEADER ANCHORAGE (LSTA18) PRE-A1FFAC HEE 12 SDS' SILL pLATE TO FOUNDATION USING U~P BEARING PI-ATE FASTENERS (HSPS/LBPS) ~DATION USING USP BEARING PLATE FASTENERS (HBPS/LBP8) SI,LL PLA E TO FOU N D~I~JION (BP) PROV, METAL FLASHING A ALL WINDOW SILLS, ~YP ALL LOOAT QNS), METAL FASTENER SCHEDULE ,~)11~ (EXAIMPLE) (ALL STRAPING TO BE @ 16" C.C.) -- WALL STUD -- WALL STUD BOTTOM PLATE SAND JOIST FLOOR SUPPORT BEAM CTION OF WALL TO FLR, FRAMING SIM PEON LSTA18 STRAP WITH (12) 1od FASTENER. -CONNECTON O S NDJQISTTO SUPPORT SIMPSON L°TP4 ~'F~R,~P (12) ~d X1 1/2" CONNECTI,ON OF WALL TO FLOOR FRAMING· kA-SJ (EXAMPLE) RROV. "IPE" IRONWODGD DECKING 0~ W. ¢FYPICAL ALL DECKS). RfP 2" X 10" ACC, F.J. (~ 1/8" pER 1' SLOPE W/ 3/4'r AC(~, PLY -- PROV. EP,DM ,R,,UIABER ROOFIIN~.5 PROV. 5/4. X 4 A,O.Q, SLEEPERS BO NOT HAlI- [PBM DBL ?J X 10" A, PROV, 5" EXRO~UR~ CEDAR PERF, ~IDING (~cEDA,,~ ~M;~F~[ESSIONS" BY CERTAINTEED OR APP. EQUAL. (TYP. ALL). V.I.F. W/OWNER INSPE,CTALL EXIST/NC DECK MEMBERS AND RSPL.&CE AS NEEDED .TO REMAIN ~RADE 3PECT ALL FOU/ OR SETi-rELING TO ARCH. ROOF TRUSS %~ __ SHEATING TO TOP pLATE, 2" X 8" BLOCKING CLIIp ANGLE (BOTH SIDES OF COINNEOTION) MIN. LENGTH = JOIST WEB DEPTH MINUS 1/2" 8 SCREWS (4 PER LEG JO,'IST 'FO HEADER JOIST ~//D4'%~ (EXAMPLE) DOUBLE TOP PLATE METAL HURRICANE CONNECTOR WALL SHEATING CONNECTION O,F TO~P ~//D6~ WALL PLATE TO WALL STUD, 2" X 10" RAFTER BAO]NG MTS1S STRAP WITH (7) 1Od X 1 ~1/2 FASTENER TO STUD AND RAFTER. BIRDSMQUTH CUT LOW END OF JOIST ONLy (EXAMPLE) I SCREWTHROUGH BRACE ATEACH FLANGE 0.75"X33 MIL STUD WALL SHE (3) 2"X 10" WINDOW HEADER JACK STUDS OF WALL D WINDOW DNNECTION OF WALL ~ 2"X E" STUDS HOTEl CONTRACTOR TO N CT[FY THE ARCHITECT OF ANY AND ALL REV¢SJONS DUE TO FIELD b CONSTRUCT. DRAWINGtS/SPEC FCAT ONS.J X- BRAChNG (EXAMPLE) CON:NECTION OF WALL SHEATHING ~//DS~.'~ TO WINDOW HEADER (EXAMPLE) VENT HIPS). PROV, 2-1 3/4" X 16" BP-LAM LVL RIDGE R - 38 HIGH DE SITY FOIL FACE (T't'P, ALL AREAS) · PLY, 8HEATHING HINGLES C AREAS) OVER 15 LB, FELT, ( OLOR T.B,D.) PROV, "WEATHIERWATCH" UNDER- LAYMENT ALONG ENTIRE SOqTOM EDGE OF ROOF UP 2~"0'' CFYPICAL) ALL ROOF SECTIONS). · RROV. I ~ 1 3/4" X 11 7/8" I~_VL G.P. LAM RIDGE BEAM (TYPICAL) 2" X 1,0" O.J, PROV. 2" X 10' HEADER (TYPICAL ALL OPENINGS) PROV. ATAREAS NOTED ON PLAN, PROVIB FLUSH W/F.J. AT AREAS NOTED ON PLAN. =. BD. ALL CEILINGS ('rYP.) PROV. S 2" X I ~" WOOD STUIDS W/1/2" ODX 6rYpICAL) DENSR'Y FOIIL FAC~ ¢fYP. ALL AREAS) CONT. 2" x 12" (TYP.) \ PROV. CONT. "AZEK" BEAD BOARD SOFFIT W/SCREENED 1" VENT CCYPICAL ALL AREAS) PROV. (TYP, ALL COLUMNS) 4DATION TO 10' 1' (TYPICAL ALL AREAS), (TY'PICALAL~ ). P. CONG. FTG. 'G.C, TO INSPECT ALL EXISTrlNG SIILL pLATES, TERMITE SHEll_DS, AND WATER BARRIERS B~T. FND. WALL AND FLOOR PROV. WATER BARRIER BEq'. r NOTE; C.C. SHALLVERIFYTHAT FDN. WALL & GIRDER' L THE H~IGHT OF THE STRUCTURE IAHALL NOT EXCEED 35'-0" AT MI[~POIiNT OF TOP pITCHED ROOF, NOTIFY ARCH. OF/~NY, CHANGES. :FRAMING (3) 2"X 10" WINDOW ~, HEADER CONNECTION OF VVINDOW EXTERIOR WALL. SIMPSON, LSTA18 STRAP WITH (12[t I Od FASTENER! JACK STUIDS CONNECTION OF WALL SHEATHING ~/DS'~ TO STUBS AROUND WINDOW HEADER (EXAMPLE) TWO- MEI~IBER FLOOR -- SUPPORT' SEAM CONNECTION OF FLOOR 'FRAMING TO SUPPORT BEAM, SIMPSON LTS12 STRAP WITH (12) 1Od X I 1/2 FASTENER INTO FLOOR JOISTAND SUPPORT BEAM CONNECTION OF FLOO'R FRAMING ~//D9"%~ TO SUPPORT BEAM. (EXAMPLE) OFFICE SET 1.26,09 7' oo 0 .J D I.LO < 0 C 1/4" = 1 '0" BUILDING SECTION z,~TOP OF RIDGE PROV. 3/4" :48" "AZEK" FRIEZ;E WITH 3/4" X 3" TOP FRIEZE. PROVIDE 1 1/2" "AZEK' CONT. CROWN BELOW. ~,,,-TOP OF UPPER WINDOW 6'.8'I OF SECOND FL. 1' 811 ONE ROOF KRICKET PROV, 2 - 28" X 46" ANDERSEN 33'-11" VENTI~NG, SKYLIGHTS W/OPTIONAL ELEC. REMOTE & PLEATED SHADE. ILOR T,B D, PROV. I'WEATH E UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS), CEDAR SIDING. CLEAR CABOT STAIN W/MILDICIDE. (TYp. ALL AREAS). ETRUCTU ¢r'.'P, ALL COLUMNS} . GRADE PFiOV. 12" W2'ROUND~ FIBERGLAS ~ STRUCTURALTAPERED COLUMN (TYP, ALL COLUMNS) EAST ELEVATION PROV. CONT. IICOBRAII RIDSE VENT E AND HIPS). WEST ELEVATION PRDV. ROOF KR OKET PROV. ALL NECESSARY FLASH NG PROV. CL ) STONE PROV CON(3 ClEO CONO. TOP, PROVIDE I 1/2" "AZEK" CONT. CROWN BELOW. )F ATTIC FL. PROV. CONC. TAPER~ED CAP & FIN, FLUE CAPS, FLASH AS REQUIRED. PROV. CONC. TAPERED CAP & FIN. FLUE CAPS. FLASH AS REQUIRED, PROV. FORMED CONC. TOP, lCONDITIONS, CLIENT, AND OR GtENERAL J ~TOP DP ?R? W,_~D__O%_ ]EOKING ~ECOND FL. 1' ~-TOP OF LOWER WINDOW FI EF L_ L _~-1 ~,-~TOP OF FIRST FL, c--TOP Of GARAGE SLAB ,d /~-TOP OF UPPER WINDOW 3 FL, ,---TOP OF LOWER WINDOW 1' 33I-11" FIN, GRADE TAPERED CAP & FIN. PROV. PORN OVER 15 LB. FELT, (COLOR T,B.D.) PROV. "WEATHERWATCH'l UNDER- LAYMENT ALONG ENTIRE BO~I-OM EDGE Of ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS), PROV. 8 ! 1/2" "AZEK" CONT. CROWN W/1 1/2" "AZEK'I CROWN BENEATH FILL ALL NAIL HOLES & PAINT 2 COATS "BENJAMIN-MOOR~E" PAINT. /, "IPEI' IRONWOOD vllNUM (TYp. ALL AREAS). CONT. 1" YENT. SPRAY RAFTERS ABOVE W/SLACK PAINT. (TYPICAL ALL AREAS) NORTH ELEVATION TOP OF RIDGE PROV. 2 - 28" X, ElEC. REMO~E & PLEATED SHADE. /~TOP OF uPPeR WINDOW PROV CEDAR R&R CLEAR CABOT STAliN W/MILDIOIDE. 6 i8'" / 26'-8" /~TOP OF LOWER WINDOW I I --6'-8"II GRADE AWAY IRST FL. FIN. ( IRADE NOTE: S.C. SHALLVERIFY THAT THE HEIGHT OF THE STRUCTURE SHALL NOT EXCEED SSI-0~' AT MIDPOINT OF TOP PITCHED ROOF NOT[FY ARCH. OF ANY CHANGES. OFFICE SET I .26,09 <,,, 4z Z~ 00 0 SCALE: 1/4"= 1 '0'r DWG. NAME: ELEVATIONS DWG. No.: A-4 GENERAL NOTES 1 FAMILY DETACHED DWELLING HEATING DAYS ~ 5750 COINDIDENT WET-BULB TEMP, = 73 SUMMER DESIGN DRY-BULB TEMP, ~ 83 MINIMUM EQUIPMENT PERFORMANCE GENERAL FLOOR PLAN NOTES 1, DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). 5. WALLS coMMON TO GAP~GE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-S" RETURN ON ADJACENT WALLS & CEILING, MANUFACTURED LUMBER REC. 2 LAYERS OF 5/5" FIRE RATED GYPSUM BOARD 4, ALL BATH/TOILET AREA WALLS AND CLG. ADJ, TO WET AREAS TO HAVE WATER RESISTANT GYP, BD., OR WALL TILE SET ON CONC, BD, OR APP, EQ, GENERAL FRAMING NOTES 1. ALL WALLS, 2"X4" AND 2"X6% TO BE STUD GRADE OF BE'FI'ER 16" C.C., ALL OTHER FRAMING MATERIAL TO BE e,Y-2 DOUGLAS FIR OR B~ I I ER, 2, A~.L WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 3, PRQVIBE DOUBLE FLOOR JOISTS UNDER ALL WALLS pARALLEL TO FLR, JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 4. PRQVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 5~-0'' O,O, FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. 5, FLOOR CONSTRUCTION: 3/4" T, & G. PLYWOOD SUSFLQQR FINISHED MATERIAL TO BE APPLIED OVER SUBpLOOR, GLUE AND SCREW PLYWOOB TO FLOOR JOISTS, 6, ALL WINDOW AND DR, HDR$. TO BE MIN. (2) 2"X10~ UNLESS OTHERWISE SPECIFIED. ALL INT, HUES, TO BE (2) 2"x10, UNLESS OTHERWISE SPECIFIED, 7, PROVIQE FULL SOLID BLOCKING UNDER ALL BEARING WALLS, 8, ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED, 9, ALL FLUSH BM, AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. 10, TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EX'T, GRADE PLYVVOOD, pL'CCVOOD TO SPAN OVER ALL PLATES AND HEADERS. 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAP-TEE, GENERAL ELEVATION NOTES 1. EXT, FLASHING TO SE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 2. GENERAL CONTRACTOR TO PROVIBE ADEQUATE ATtiC VENTILATION & ROOF VENTS. S. PRQVIBE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS, GENERAL PLUMBING NOTES 1. PLUMBING SUBCONTRACTOR TO SE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICASLE CODE AND SAFE'PC REQUIREMENTS, 2, IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING, PER ALL APPLICABLE CODES, GENERAL HVAC SYSTEM NOTES 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2, HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. 3, HVAO SUBCONTRACTOR TO PROVIBE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW,AND APPROVAL. EMERGENCY ESCAPE/RESCUE OPENINGS SECT. R310 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM, 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 ,INCHES ABOVE FLOOR. 0. NET CLEAR OPENING SIZE TO SE A MINUMUM OF ,5,7 SQUARE FEET, 4. MINIMUM OF 5,0 8Q, PT, REQUIRED FOR GRABE FLOOR OPENINGS, 5, MIN. NET CLEAR OPENING SILL HT, LOCATED BELOWABJ GROUND ELEV. WINDOW WELL REQ, ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED, 6, MIN, OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" (ENCROACHMENT OF 5 INCHES RERMITFED FOR L.ADDER OR STEPS), 7, PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INDHES, B. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITFED IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS, 9, BARS, GRILLES, COVERS AND SCREENS PROHIBITED ,UNLESS DEVICES ARE RELEASABLE OR REMOVEABLE FROM INBIDE WITHOUT USE OF KEy, TOOL OR EXCESS VE FORCE, PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) MAXIMUM MAXIMUIV HEATING DEGREE DAYS GL~ZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE ZONE 11B 0.45 R-58 R-21 R-30 R-10 R-9,2 FT R-58 5750 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED r MINIMUM NOTES', DESCRIPTION R-VALUEI R-VALUE WALL TYpe I 10" P,CONC, 4' H, R - 10 R - 10 8" P.CONC, FNDN, WALL ON TOP OF A CONT, FOOTING, WALL Type 2 2"X6" W,D,STUD IR-21 R-21 2' X 6" WOOD STUD WALL WITH 1/2 ODX PLY WD, WALL TYpe 3 2"X4" W.D.STUD R - 15 R - 15 2" X 4" WOOD STUD WALL WITH 1/2" GYP, RD. ROOF TYPE 2" X 12" DOUG FIR R - 38 R - 35 GAF TIMBERLINE LIFETIME ROOF SHINGLE. FLOOR TYPE I 3/4" X 11 7/8" R - 21 R - 21 1 3/4" X 11 7/8'¢ TGI PRO, 550 F,J, @ 1E" O,C, CEILING TYPE I 3/4" x 11 7/8" R- 21 N/R 1 3/4" X 11 7/8" TGI PRO, 550 F,J, (~ 16" O,C, SLAB 4" P,CONC, R - 9,2 R - 912 4" P,OOND.SLA$ ON COMP, FILL W/W,W,M, 6 X O REINF, NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3,1 (AMERICAN FOREST & PAPER ASSOC!ATION CONNECTION FASTENING SPACING NO. COMMON I RAFTER TO TOP pLATE (TOE-NAILED)~I 5" O,C, 3 5d PER RAFTER E CEILING JOIST TO TOP pLATE (TOE-NAILED) 3 Ed PER JOIST 6 BLOCKING TO RAFTER (TOE-NAILED) 2-80 EACH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-160 EACH END 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-160 =ER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED} 4-160 JOINTS-EACH SIDE 10 STUD TO STUD (FACE-NAILED) 2-'~60 24" O,C, 11 HEADER TO HEADER (FACE-NAILED) 165 16" O,O, ALONG EDGES 12 TOP OR BOSq"OM PLATE TO STUD (END-NAILED) 2-160 PER 2 X 4 STUD 13 BOTTOM PLATE TO FLOOR JOIST, EANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-160 PER FOOT 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILEB) 4-1ED PER JOIST 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 16 BRIDGING TO JOIST (TOE-NAILED) 2-80 EACH END 17 BLOOKING TO SILL OR TOP PLATE (TOE-NAILEB) 3-160 EACH BLOCK 18 LEDGER STRIP TO SEAM (FACE-NAILED) 3-150 EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE.NAILED) 3.50 PER JOIST 1" X 10" OR WIDER 3-80 PER SUPPORT DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. HEATING & COOLING CRITERIA ZONE 1 1 B DETACHED ONE FAMILY WALLS, MODE; HEATING OR COOLING 0,14 ROOF CEILING 0,031 UNHEATED SLAB ON GRADE 4,5 BASEMENT WALL ~,b, 0,1 CRAWL SPACE WALL 0,06 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 801,2 (RESIDENTIAL CODE OF NEW YORK) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM' ~'~ WINTER ICE SHIELD SNOW DESIGN FLOOD FLOORS, WALLS, AN:D CEILINGS OVER OUTSIDE AIR, DESCRiPTiON INSULATION R-VALUE U- FACTOR X AREA = UA. CEILING, R-38 0,31 1,300 SQ.FT. 403 INTERIOR FLOOR R-38 0.31 1,300 SQ.FT. 403 EXTERIOR WALLS R-21 0.31 2,516 SQ.FT, 780 TOTAL AREA 5,116 SQ.FT. FLOORS AND FOUNDATIONS DESCRIPTION INSUL, INSUL, U-FACTOR OR AREA OR DEPTH R-PACTO-~ R-FACTOR X PERIMETEF =~ UA BASEMENT WALL 2'-0" R-10 0.56 560 SQ,FT. 314 DRAWLS PACE WALL 2'-0" R-19 0.55 -- N/A WALLS, WINDOWS, AND DOORS INSULATION DESCRIPTION R-VALUE U- FACTOR X AREA = WALL R-21 Uo=0,14 2,516 SQ,FT, 352 WINDOW R= ,3 / SQ,FT 0,35 454 SC.PT, 158 DOOR N/A 0,35 245 SQ.FT, 56 TOTAL AREA 3,215 SC.PT, DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AP&PA) WOOD FRAME CONSTRUCTION DESIGN CRITERIA REF. TABLE 1609,6.2.1(1) MAIN WlNBFOROE-RESISTING SYSTEM WIND LOAD8 FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Be. WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROOF~ WINDWARD LEEWARD WlNCWARE LEEWARD END INTERIOR~ ROOF ROOF ROOF ROOF ZONE ZONE TRANSVERSE 30°<ANGLE <~ 45` 25,7 17,6 E0,4 14.0 9,9 -15,6 8,6 -13,4 -11,6 -13,0 120 23.7 ALL ANGLES 22.8 -11,9 15.1 -7,0 -27.4 -15.6 -19,1 -12.1 -41.1 -32.7 R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS MINIMUM REQ'D. PROPQSED USE MINIMUM PROPOSED SLOPE Hq',/ SLOPE HT./ REQUIRED FURRED RT. FURRED HT~ 1 ST, FLOOR LIVING RM. 70 SQ,FT, 215 SO.FT. 6'-5" 7'-6" N/R 9'-0" BATH RM, ¢'1 30 SQ.FT, 69 SQ.FT. 5'-8" 7,.6,, N/R 9I-0" BEDROOM ¢1 50 SQ,FT, 168 SQ.FT, E'-8" 7'-6" N/R 9'-0" 2NB, FLOOR LAUNDRY RM. 30 SO,PT 33 sQ.FT. Si-5', 7,_e,, M/R 9,.0,I Ai ilO INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 1 ST. FLOOR KITCHEN 152 SQ,FT, 47 SQ,FT. 67% 23 SQ,FF. 33% LIVING RM, 215 SQ,FT. 146 SQ.FT, 58% B1 SO.FT. 42% DINING RM, 302 SQ,FT, 0 SQ.FT. 0% 0 SQ.FT, 0% E. ENT,/STOR 44 SQ.PT, 0 SQ.FT. 0% 0 SQ.FT, 0% BATH PM, ¢~1 69 SQ.FT. 5 SO.FT. 7% 5 SQ.FT. 7% BEDROOM e~l 168 SQ PT, 55 SQ,FT, aS% 45 SQ.FT. 27% FOYER/STAIR 192 SQ,FT, !8 SQ,FT. 9% 18 SQ.FT, 9% 2ND. FLOOR ATTIC A~'IC [ as5 so,pt, I 52 SQ.FT. J 114% I 52 OFFICE SET 't ,26.09 ~ByTHE¢*RO~IT~CT' AWr~yRBPF~ODUCTIONINPAF{T/ [.°R WHOLE IS STRICTLY pROH SIT~3 S¥ I~W. j < SCALE: 1/4" = 1 ;~WG. NAME: ENERGY CALCU~TION~ A-5 FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE ;3,2 (AMERICAN FOREST & PAPER ASSOCIATION 110 120 OF (FT,) STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) (CSAWL SPACE 2 OR BASEMENT) 82 assI',1 A, 498 24 10 PSF(2/3 x 15 PSF}. TABULaTeD UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMI'I-FED TO BE MULTIPLIED BY 0,70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT LOCATES WITHIN 8 FEET OF BUILDING CORNERS, TABULATED SHEAR CAPACI~FT' REQUIREMENTS ASSU'ME A WALL SHEAR CAPACITY OF 421 PLF FASTEST MILE WlNDSPEED (MP,H) PRESCRIPTIVE DESIGN TABLE 3, I (AMERICAN FOREST & PAF ER ASSOCIATION 110 120 SPACING (IN.) (FT.) REQUIRED CAPACITY OF CONNECTION (LBS) 16 24 580 N ,x,A~ 726 52 740 927 (213 X 15 PSF). BE MULTIp~-IED BY 0.70 AND 0,85, RESPECTIYELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, ~ TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE ;3.;3A ALTERNATIVE TO TABLE AMERICAN FOREST & pAPER ASSOCIATION) 1/2" ANCHOR BOTTS FASTEST-MILE WINE SPEED (MPH) RAFTER/ WALL HEIGHT MAXIMUM ANCHOR BOLT CEILING JOIST (FT,) SpACINCi (IN,) SPACING (IN.) 16 8 3 3 12 10 3 4 ~lOD BOX NAILS DAN BE SUBSTITUTED FOR SD COMMON NAILS, =WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEEDS THE TABULATED NUMBER OF NAILS REQUIRES, ~TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR OLG. JOIST WHEN FASTENED TO A 2 XS TOP PL. UPLIFT STRAP CONNECTION REQ. (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3,3B ALT, TO TABLE ;3,3 (AMERICAN FOREST 110 I 120 & PAPER ASSOC,) I FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON (IN.) (FT.) NAILS END OF 1-1/4" X 20 GAGE STRAP (pERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WALL SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3,2A ALTERNATIVE TO TABLE 8,2 (AMERICAN FOREST & PAPER ASSOCIATION) ANCHOR BOLT CONNECTION SILL PLATE TO FOUNDATION* CRAWL SPACE OR BASEMENT) WALL pLATE TO FOUNDATION* (SLAB-ON-GRADE) FOUNIDATION SUPPORTING 2 STORIES 1-3 STORIES BRACING WALL PERIMETER EDGE NAIL SPACING ALL' 1/2" ANCHOR BOLTS FASTEST-MILE WIND SPEED (MPH) 90 100I 110I 120 MAXIMUM ANCHOR BOLT SPACING (IN.) 23 ;36 5/8" ANCHOR BOLTS FASTEST-MILE WIND SpEllED (MPH) 90 100 I 110 I 120 MAXIMUM ANCHOR BOLT SPACING (IN,} 36 28 57 U CONNECTOR UPLIFT LOAD, L = CONNECTOR LATERAL LOAD. (pERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) *AN,OHORAGE REQUIRED TO RESIST LATEF'u~L LOAD8 SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1.4. ANCHOR BOLT SPACINGS BASED ON MAXJMUM SHEAR CAPACITY OF UNBLOD~ED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF), ~ANOHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3"'O,0, (731 PLF) BUILT IN ACCORDANCE WITH SECTION 8,4,4, SANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C, (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 3,2B ALTERNATIVE TO TABLE 3,2 (AMER CAN FOREST & PAPER, ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS FASTEST-MILE wIND SPEED FASTEST-MILE WIND SpEIED (MPH) (MPH) ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLLT CONNECTION SPACING (IN.) SPACING (IN,) S~LL PLATE 1'O FOUNDATION* (CRAWL SPACE OR BASEMENT} t-3 STORIES 72 72 72 72 72 72 72 72 WAL~-PLATE TO FOUNDATION t-3 STORIES 40 33 28 25 51 42 36 32 (SLAB-ON-GRADE) WALL INOTE: ] CONTRACTOR TO NOTIFY THE ARCHITECT OF Al,IV AND ALL REVrSIONS DUE TO FIELD CONDITIONS, CLIENT, AND QR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS WALL ~-~--1 f/WALL 24" CL[ARANGE I 21" IN FRONT OF 0PN~LEARANCE TOILET, BATH AND SHOWER SPACED SCALE: 1'=1/2" 21" CLEARANCE --1 5"/-- WALL TOILET, BATH AND SHOWER SPACED SCALE: 1'=1/2" ~-- WALL ("TOP OF SECOND FL. SHOWER c-'TOP OF FIRST F ~TOP OF GARAGE SLAB ,,% PLUMBING RISER DIAGRAM N,T.S, FIRST FLOOR OFFICE SET 1,26.09 LLJ A-6 FASTEST MILE WlNDS'PEfD (MPH) PRESCRIPTIVE DES GN TABLE 3.2 (AMERICAN FOREST ~PAPER ASSOCIATION 110 120 OF (FT.) STORIES: REQUIRED CAP,CITY OF CONNECTION (LBS) 20 206 ~ * 81 291 681 \ FASTEST ,MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3. 3 (AMERICAN FOREST & PAl 'ER ASSOCIATION 110 120 SPACING (IN.) (FT.) REQUIRED CAPACITY OF CONNECTION (LBS) 12 341 ~284 280 427 339 280 16 421% 526 20 500 % 626 16 24 580r~ ,~A 726 28 680'% 826 32 740 927 (2/3 x 15 PSF). RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3.3 AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS RAFTER/ CEILING JOIST SPACING (IN.) WALL HEIGHT (Fr.) FASTEST-MILE WIND SPEED (MPH) 110 J 120 MAXIMUM ANCHOR B~OLT SPACING (IN.) 16 8 3 3 12 10 3 4 110D BOX NAILS CAN BE SUBSTITUTED FOR 8D COMMON NAILS. ~WHEN CEILING JOISTS ARE INSTALLED PARALLEL TQ RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. "TO AVOID SPLRq'iNG, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CLG, JOIST WHEN FASTENED TO A 2 X6 TOP PL. UPLIFT STRAP CONNECTION RE~Q. (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3.3B ALT. TO TABLE 3,~ (AMERICAN FOREST I & PAPER ASSOC 110 12f0 NUMBER OF BD OOKV1MON NAILS END OF 1-1/4"' X20 GAGE STRAP FRAMING SPACING ROOF SPAN (IN.) (FT.) 20 16 24 32 36 U4 = CONNECTOR UPLIFT LOAE L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) 3 8) S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE VNALL ~TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF CEILING. D,L, 10 P,S.F,), IF A CEILING ASSEMSLY JS NOT PRESENT OR IF THE; CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH ENID, ~FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER OF NAILS SHALL BE PERMIqq'ED TO BE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH FULL WALL ABOVE. SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE E.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS ANCHOR BOLT CONNECTION FOUNDATION SUPPORTING BRACING WALL PERIMETER EDGE NAIL SPACING FASTEST-MILE WIND SPEED (MPH) 90 100I 110 I 120 MAXIMUM ANCHOR BOLT SPACING (IN.) FASTEST-MILE WIND SPEED (MPH} MAXIMUM ANCHOR BOLT SPACING (IN.) SILL PLATE TO FOUNDATION* CRAWL SPACE OR BASEMENT) 2 STORIES ALL~ 23 36 3= 19 28 WALL PLATE TO FOUNDATION* (SLAB-ON-GRADE) 36 Sa 1-3 STORIES 57 U CONNECTOR UPLIFT LOAD, L CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1.4. ~ ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF}. "ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. ~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTI'NG UPLIFT PRESCRIPTIVE DESIGN TASLE 5.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/3 ANCHOR BOLTS ANCHOR BOLT CONNECTION FOUNDATION SUPPORTING: FASTEST-MILE WIND SPEED (MPH) 90 100 110 120 MAXIMUM ANCHOR BOLT SPACING (IN.) FASTEST-MILE WIND SPEED (MPH) MAXIMUM ANCHOR BOLT SPACING (IN.) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 WALL PLATE TO FOUNDATION 1-3 STORIES (SLAB-ON-GRADE) 40 33 28 25 51 42 36 32 O~-RAC T O R TO NOTrFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO--lENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWlNBS/SPEOIFICATIO NS, WALL ~L-1/5/ WALL 24" CLEARANCE I 21 ,i IN FRONT OF OPN~LEARANCE --WALL TOILET, BATH AND SHOWER SPACED SCALE: 1'= 1/2" 21" CLEARANCE ~- WALL ~--1 5"/-- WALL TOILET, BATH AND SHOWER SPACED SCALE: 1'=1/2" ~'TOP OF SECOND FL. FIRST I -.2 -- OF ............................ , ........... PLUMBING RISER DIAGRAM N.T.S. FIRST FLOOR TO APPROVED OFFICE SET I .26.09 Ed _00