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HomeMy WebLinkAbout34087-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34110 Rte: 12/03/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1910 LEETON DR (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 58 Block 2 Subdivision Filed Map No. __ Lot NO. __ SOUTHOLD Lot 12 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 3, 2008 pursuant to which Building Permit No. 34087-Z dated AUGUST 4, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH FRONT COVERED PORCH WITH DECK ABOVE AND REAR FIRST AND SECOND FLOOR COVERED PORCHES AS APPLIED FOR PER ZBA #6135, DATED 4/lO/O8. · ~ne certificate is issued to ELIZABETH DD~NIELS (OWNER) of the aforesaid building. SUFFOI~K C~)UI%W!~Y DEPAR~T OF }~ALTH APPRO~-AL R10-07-0128 11/24/09 EI~CTRICAL c~KTIFICATH NO. 4016015 08/31/09 ~LU~ERS ~KTIFICATION DA'£~U3 08/19/09 BEST QUALITY PLUMBING Rev. 1/81 · A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 form). · 3.Approval of electrical installation fi'om Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate Of Code Compliancefrom architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For er, isting 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. ^ properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwel!ing $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 of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commereial $15.00 Date.7 New Construction: t~ Old or Pre-existing Building: Location of Property: /clio 6 House No. Owner or Owners of Property: tQ, Suffolk County Tax Map No 1000, Section (check one) Street Block 7_-. Lot Hamlet /CD Subdivision PermitNo. ~Oe~ ]Z~ Date of Permit. Filed Map. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: fi~7 (check one) / Ix '7~ic~nt Si~ature 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. 34087 Z Date AUGUST 4, 2008 Permission is hereby granted to: ELIZABETH DANIELS 421 PARK AVENUE RYE,NY 10580 for : DEMOLITION OF AN EXISTING SINGLE FAMILY DWELLING AND CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA, TRUSTEES AND DEC at premises located at 1910 County Tax ~ap No. 473889 Section 058 pursuant to application dated JULY LEETON DR SOUTHOLD Block 0002 Lot No. 012 3, 2008 and approved by the FEBRUARY 4, 2010. Building Inspector to expire on //.~ Fee $ 1,380.00 ~ ' ~-~ ' ~ized S ~nat u_3~ Rev. 5/8/02 ORIGINAL Tow~ kiel, 53095 Main Road P. O. Box 1179 80uthold, NewYo~k 11971 (516) 7&5-1823 Telepho.e (51 e) 785-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CBRTIFIC&?iON Building Pe~£t Owner: (please (please print) I ce~f¥ that the solder USed in the water suppZy sys[em contains less than 2/10 of 1% lead, (~umbers Signature) Sworn to before ma this .. 1 -_ d.y of _~ County ELAINE T. VILLANO Notary Public, State of New yo~ · sion Exp ms Aug. 9, BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. BETSY GRASECK P.O. BOX 215 1910 LEETON DR SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 Located at 1910 LEETON DR SOUTHOLD, NY 11971 Application Number: 4016015 Certificate Number: 40'160'15 Section: Block: Lot: Building Permit:, BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor. Second Floor, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the3tst Day of A.g.st, zooo. Name OTY Rat_~ge RatinA Circuits Type Alarm and emergency equipment Sensor 2 0 0 Carbon Monoxide Sensor 5 0 0 Smoke Appliances and Accessories Air Conditioner 2 0 Above 15000 BTU Dish Washer 1 0 1.2 KW Exhaust Fan 4 0 F.H.P Furnace 1 0 Gas Hydro Massage Tub (Therapeutic) 1 0 Service Service Disconnect: 1 200 cb ServicelPhase3w Service Rating200Amperes Wiring And Devices Dimmer 11 0 120V Fixture 83 0 Incandescent GFCl Circuit Breaker 1 0 Outlet 73 0 Gen, Purpose Outlet 83 0 Fixture Seal Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, BETSY GRASECK 1910 LEETON DR SOUTHOLD, NY 11971 Located at 1910 LEETON DR SOUTHOLD, NY 11971 Application Number: 4016015 Certificate Number: 4016015 Section: Block: Lot: Building Permit: · BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the31st Day of Name QTY Rathe Rating Circuits Tv~e Paddle Fan 3 0 Receptacle 1 0 20a-laundry Appliance Receptacle 6 0 GFCl Receptacle 37 0 Gen, Purpose Switch 55 0 Gen, Purpose 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. 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 # 0488C Date: November 10, 2009 THIS CERTIFIES that the demolition of old and construction of new two story dwelling, new septic system, and new drywells connected to gutters on dwelling At 1910 Leeton Drive, Southold, New York Suffolk County Tax Map # 58-2-12 Conforms to the applications for a Trustees Permit heretofore ~ed in this office Dated 1/8/08 pursuant to which Trustees Wetland Permit # 6813 Dated 2/27/08 was issued and Amended on 7/23/08 and conforms to ali of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of old and construction of new two story dwelling, new septic system, and new drywells connected to gutters on dwelling The certificate is issued to CHRISTOPHER & ELIZABETH GRASECK owner of the aforesaid property. Authorized Signature TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,~FOUNDATION 1ST [ ~C~FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /-~'~ ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [,~ FRAMING/~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CO#STRUCTION ( ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND~N 1ST [ ] ROUGH PLBG. [ ]~J'NDATIO~ ~-~[ ] INSULATION [~"] FRAMIN%~___~_~IN~//[ ] FINAL [ ] FIREPLACE~IllMNE~ [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT ION FOUNDATION 1ST [/~ROUGH PLBG. ] F~DATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ /~_~-~. ~_ /~m?~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [~X~ INSULATION [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] IN~gL~ION [ ~]'~NAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: / DATE /~~:~ ~/~)~ INSPECTOR ~~ ITECNOLOGIES October 27, 2009 Town of Southold Building Department Southold, N.Y. 11971 Re: Christopher & Elizabeth Graseck 1910 Leeton Drive Southold, N.Y. 11971 To Whom It May Concern: In reference to the insulation inspection I am certifying that the fire caulking was preformed on this project by Radiant Drywall and Insulation. Please feel free to contact our office at 631-298-1129. Sincerely Yours, Frank Notaro, R.A. [ ltEPORT I DATE CON~IENTS FOIJ~ATION (1ST) FOUNDATION (2ND) ROUG~ FRAb/itNG & LNS~rLATION PER N Y STATE ENERGY COD~ ~DDITIONAL CO~TS TOWN OF SOUTHOLD BUILDING. DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the fol~ing, before applying? Board of Health v' 4 sets of Building Plans Planning By)rd approval Survey_ ~ Check ~ Septic Form ~ N.Y.S.D.E.C. ~ ~?x /' Trustees ~ Examined 7'¢'_ ,20 Storm-Wat WXssessmentEorm I, ~ ~ ~ Contact: Approved : '~ ,20~_ ~ ~ ~ ~ailto:~ Disapproved a/c ---- ~/~~ // hone~ ~ ~ Date ,20 ..... ~ INSTRUCTIONS a. ~is hpplication MUST be completely filled in by t~ewriter or in i~ and submitted to the Build~g Inspector with 4 sets of plans, accurate plot plan to scale. Fee accor~ng to schedule. b. Plot pl~ showing location of lot and of buildings on premises, relationship to adjoin~g premises or public streets or ~eas, and wate~ays. c. ~e work covered by this application may not be commenced before issu~ce of Building Pemit. d. Upon approval of this application, the Building hspector will issue a Building Pemit to the applicant. Such a pe~it shall be kept on the premises available for inspection t~oughout the work. e. No buil~ng shall be occupied or used in whole or in pag for any p~ose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Evew building pemit shall expire if the work authorized has not commenced within 12 months aRer the date of issuance or has not been completed within 18 months ~om such date. If no zo~g mendments or other re~lations affecting the prope~y have been enacted ~ the ~terim, the Building hspector may authorize, in wfit~g, the extension of ~e pe~it for ~ addition six months. ~ereafler, a new pe~it shall be required. ~PLICATION IS ~BY M~E to the Building Dep~ment for the issuance of a Building Pe~it pursuant to the Building Zone Ordin~ce of the Town of Southold, Suffolk County, New Yor~ ~d other applicable Laws, Ordin~ces or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applic~t agrees to comply with all applicable laws, ord~ces, building code, housing code, and re~lations, ~d to a~it authorized inspectors on premises ~d in building for necess~ ~spections. (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 Name of owner of premises If applicant is a corporation, signature of duly authorized officer (As on the fax roll Or latest deed) (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: iq lC; House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block tO,, Filed Map No. Lot I~ Lot State existing use and occupancy of premises and intended use and occupancy of proposed cons_trugt.ion,: b. Intended use and occupancy ~H~%C~LI:: C-~-~ 3. Nature of work (check which applicable): New Building/N<~' Repair Removal Demolition 4. Estimated Cost c'~"2 ,~ ~ ~ Fee 5. If dwelling, number of dwelling units If garage, number of cars Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ,?>.~,-~_~1 Rear Height I~,~~ TO g~C~ Number of Stories ~ Depth Dimensions of same structure with alterations or additions: Front ~,2-~lt? Depth ~5.'~I Height ~?~ ~o ~.~t:~2.-~ Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front ~jOf Rear ,~) · 0_~,9, Rear Depth , 7/' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ?,~ NO__ 13. Will lot be re-graded? YES ~,~ NO__Will excess fill be removed from premises? YES NO ? 14. Names of Owner of prem~ses~zl~~Ob~,~Address ~'~ ~-~,~,. ?~ Phone No.,~/_,q Name of Architect [2¢~ L~D-rg-~..O AddressP. O.~x~?b~g-rnnSC3r_~ Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet cfa 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. __NO STATE OF NEW YORK) SS: COUNTY OF ~CqP-OOL) ~'-,/L~J / ~/~~'-'"- being duly sworn, deposes and says that (s)he is the applicant (Nam~e of individual signin~'~ontract) above named, (S)He is the ~I'Ct~fiJC, ~-) (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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this .~ //~/?~f~ dayof f~]L~_.t? 20.~0t~ Notary Public [3ABETTE CORNINg- Signature of Applicant Notary Public, State Of New Yorle No. 01CO5792800 Qualified In Suffolk Count',/ Commission Expim~ ~;~Z/ Town of S:ou __ __ thold Erosion, Sedimentation & Storm Water Run.off ASSB8;MEH? FORM PROPERTY LOCATIOH: $,C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE 8UEMI8810N OFA Dislrlct Sec(Ion Block Lot I~I~U U~ A U~UlON PROFESSIONAL IN THE 8TA~. ~Humber: (HOTE: A Check Me~ (~) (or e~ch Quos(ion is ~eq~{red (or ~ Complete Appl~calion) Yes (TNs ilem will ~nclude al( run-oil creeled by site clearing and/or constrdctiOn activities as well as all Site improvements and Ihe permanent creation of ~mpervious surfaces,) Does the Site Plan and/or Survey Show All Proposed Drainage Struclures IndlcaIing Size & Location? This Item shall Include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl Will Ihls Pi'oJect Require any Land Filling, Grading or Excavation where Ihere Is a change 1o the Nalura[ Existing Grade Involving more than 200 Cubic Yards of Matedal wi(hfn any Parcel? Will this AppffcatJon Require Land DlslurNng Activities Encompassing an Area In Excess of Five Thousand (§,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Sile? Is (his Project within lhe Truslees jurisdiction or within One Hundred (100') tee( of a Wetland or Beach? Will Ihere be Site preparation on Existin9 Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise Io One Hundred (100') of Horizontal Distance? Wilt Driveways, Parking Areas or other Impervious Surfaces be Sloped lo Direcl Storm-WaIer Run-Off into and/or in Ihe direction of a Town dghbof-way? Will h s Projecl Require the Placement of Material Removal ct Vegeta(ion and/or the Construct[on of amy Item Within the Town Righl of-Way or Road Shoulder Area? (This item will NOT inc[ude the Installation of Driveway Aprons.) Will this Project Require SiLo Preparalion w[thfn the One Hundred (100) Year Floodplain of any Wa e course? NOTE: It Any Answer to Questions One through NMe is Answered with a Check Mark in the Box, a Storn~-Water, Grading, OFalllage & Erosion Conlrol Plan is Required and Must be Submitled for Review Prior to Issuance of~ny Building Pem~iH EXEf~ PTION; Does this project rneel the minimum standards for classificatio~ as an Agricultural Proiect? Mote; If You Answered Yes toihls Questio~,~Storm-Waler, Gra, ding, Oraina~e&ErosionCo~trolPlanisNOTRequi~ed! STA~F~ OF NE3.¥ YORE, Y e~s ,/ CONNIE D. BUNCH COUNTY OF ~©6~L-¥¢ 3,V NotaP~ Pubtic, Slate of New York . , No. Ilqame of ,ndividdal sigf, in9 Documem elllll~l~ I:xptres &0rtl 14, Al~d Lbat he/she ~s die lO,soar, CoRtlaotor Agefd Coqlorate OiCtcer otcI Owl icl and/or i (pi e$('tllabve of die 0 wi/gl of (~)kSql("l 'S, and Js dui)r atH]lOl ized (o poi [Ol nl oi have poi fat reed the smd wo~ k ~d to ma Joe and file dus apl~licaUon; d~at alt sNtenmrlb; conNJncd in ~is applicaUon am ~e to ~(~ best of Ifs M~owledge and belieE and fl~at d~e work ~dll be peifom~cd m d~e mrmn<i set foith m fl~e applicaUon Bled here~dth FORM. 06/07 James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 23, 2008 Mr. Frank Notaro Amhitecnologies P.O. Box 93 Mattituck, NY 11952 RE: CHRISTOPHER & ELIZABETH GRASECK 1910 LEETON DR., SOUTHOLD SCTM#$8-2-12 Dear Mr. Notaro: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., July 23, 2008: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #6813 to include the demolition of the last section of the existing dwelling, due to structural concerns and inability to support the proposed second-story, and as depicted on the survey prepared by John T. Metzger last dated January 9, 2008 and stamped approved on July 23, 2008. This is not a determination from any other agency. Sincerely, President, Board of Trustees JFK:lms BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6813 DATE: FEBRUARY 27, 2008 ISSUED TO: CHRISTOPHER & ELIZABETH GRASECK PROPERTY ADDRESS: 1910 LEETON DR. SOUTHOLD SCTM#58-2-12 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 27,2008, and in consideration of application fee in the sum of $250.00 paid by Christopher & Elizabetl Graseck and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board authorizes and permits the tbllowing: Wetland Permit for the demolition of the existing roof; demolition of existing waterfront exterior wall and partial demolition of existing side/waterfront walls; propos~ addition of first floor with crawl space with second floor above; proposed new septic system, and installation of drywells to contain roof runNoff, with the condition a line of staked hay bales is installed prior to the start of construction activities, and as depicted the plans prepared by Architecnologies last dated January 7, 2008 and survey prepared by John T. Metzger last dated January 9, 2008. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subsm'ibed by a majority of the said Board as of this date. New York State Department of Environmental Conservation Division of Environmental Permits, Region One 50 Circle Road - SUNY, Stony Brook, New York t 1790-3409 Phone: (631) 444-0365 · FAX: (631) 444-0360 Website: www.dec.state.ny.us LETTER OF NON-JURISDICTION Mr. And Mrs. Christopher and Elizabeth Graseck 421 Park Ave. Rye, NY 10580 February 6, 2008 Re: Graseck property 1910 Leeton Drive, Southold, NY 11971 SCTM# 1000-58-02-12 DEC# 1-4738-02627/00003 Dear Mr. and Mrs. Graseck; Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the bulkhead greater than 100' in length, constructed prior to 8/20/77 as shown on Tidal Wetlands map #712-548, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. I~r~i~ Please be further advised that this letter does not relieve you of the any necessary permits or approvals from other agencies. cc: Frank Notaro / Permit Administrator BMHP File FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL TO: Architecnologies (Graseck) PO Box 93 Mattituck, NY 11952 DATE: December 5, 2007 AMENDED: January 30, 2008 AMENDED: February 5, 2008 AMENDED: March 7, 2008 Please take notice that your application dated November 21, 2007 For permit for demolition of an existing single family dwelling and construction of a new dwelling at Location of property: 1910 Leeton Drive, Southold County Tax Map No. 1000 - Section 58 Block 2 Lot 12 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 8,004 square foot lot, is not permitted pursuant to Article XXIII Section 200-124, which states that non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum single side yard setback of 10 feet, a minimum total side yard setback of 25 feet and a maximum lot coverage of 20 percent. Following the proposed construction, the single family dwelling will have a single side yard setback of 8.2 feet and a total side yard setback of 16.10 feet. Total lot coverage will be 24 percent. In addition~ the proposed construction is not permitted pursuant to Article XXII Section 280-116 A (2)~ which states~ "Except as otherwise provided in Subsection A(1) hereof, ali buildings or structures located on lots adiacent to sounds shall be setback not less than 100 feet from the ordinary high water mark of said sound." The proposed construction notes a proposed setback of +/- 50 feet from the ordinary high water mark. This Notice of Disapproval was issued based on a survey by John Metzger, LS, dated October 17, 2007. This Notice of Disapproval was amended on January 30~ 2008~ to address chan~es in lot coveralle~ on February 5~ 2008~ based on an amended survey dated January 9~ 2008 by John Metzger~ LS, and on March 7~ 2008 to correct errors. 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 MEME Gerard P. Goehringer. Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Mailin£ Address: Southold Town Hall 53095 Main Road ° P.O. Box 1179 Southold, NY l 1971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown,norlhfork.net ZONING BOARD OF APPEALS TOWN OF SOUTttOLD Tel. (631) 765-1809 · Fax (631) 765-9064 ,RECEIVED FINDINGS, DELIBERATIONS AND DETERMINATIO?q ~~'~ MEETING HELD APRIL 10, 2008 ZBA # 6135 - Christopher and Elizabeth Graseck Property Location: 1910 Leeton Drive, Sou~L)~-d' CTM ffS-242~ SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQaA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the February 25, 2008 Suffolk County Department of Planning reply states that the apphcation is considered by the County as a matter for local determination, as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The applicants' property contains 8,004 square feet, with 7,411 square feet between the front line adjacent to the street and the existing bulkhead, with 50 feqt ,along the ~ront line, 50.02 feet along a tie line of the short of the Long Island Sound, as shown on the August 22, 2007 survey, amended January 9, 2008 by John T. Metzger, Land Surveyor. BASIS OF APPLICATION: Request for Variances under Sections 280-116 and 280- 124, based on the Building Inspector's February 5, 2008 amended Notice of Disapproval concerning a new single-family dwelling (after demolition of the existing dwelling) for the reasons that the new construction will be: (a) less than 25 feet on a single side yard, and (b) less than 25 feet for total side yard setbacks, and (c) less than the code-required 100 feet from the bank or blufflandward of the shore or beach of the Long Island Sound. LWRP: TOWN CODE CHAPTER 268 DETERMINATION: After review, a reply was issued by the Town's LWRP Coordinator in a letter dated February 21, 2008 with a recommendation that the proposed construction be deemed consistent under Policy 4.1, 5 and 6.3, with a requirement for a minimum 20 foot non-turf buffer between the bulkhead and the proposed new residential structure. The Board Page 2 - April 10, ZBA# 6135 C. and E. Graseck CTM ~ ffl~w~!~ agrees and accepts this recommendation for the reasons given and relying on the mitigating factors offered into the hearing record by the owner with his architect's testimony: 1. The proposed two-story home will be a minimum of 36 feet from the existing bulkhead; 2. Elevated decks on the water side are approximately 10' in width wbAch places the home itself on the first and second story at a minimum of 46 feet from the bulkhead; 3. Total lot area is 8,004 square feet (metes and bounds description) which is comparable to the existing lots in the immediate area; 4. All roof runoffwill be diverted to dry wells placed on the landward side of the home (a/k/a street front yard of the parcel); 5. Indigenous planting to be utilized in and around seaward side of the proposed renovated home; 6. The new construction utilizes a height at 32.6 feet to the top of the ridge, which will be conforming. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 27, 2008, at which time written and oral evidence was 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 applicants request relief concerning a proposed 24% lot coverage and side setbacks related to construction of a new single-family dwelling, after demolition of the existing nonconforming dwelling on a nonconforming lot. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because: a. Even though the home will be significantly altered from a single-story cottage to a two.story dwelling, several of the existing homes in the area are being brought up to year-round dwellings; b. All water runoff will be placed into drywells on the landward side of the parcel; Page 3 - April 10, ZBA# 6135 - C. and E. Oraseck CTM44 i c. Actu',fl placement of the proposed new two-stow dwelling will be set back at a greater from the bulkhead than the existing one-stow home, after removal of ground-level decks that have existed over the years. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicants cannot be achieved by some other process for the applicant to pursue, other than an area variance because the lot is less than one-quarter of the land that would be required to conform to present day zoning and there is no other alternative to a variance process. 3. Town Law §267-b(3)Co)(3). The variance granted herein is not substantial. The house will be more conforming to the code, and the applicant has considered the side yard setbacks and bulkhead setbacks determined of the code based on legal size of this lot. 4. Town Law §267-b(3)(b)(5). The difficulty was not self-created. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicants confirmed that they have obtained applicable agency approvals under the wetlands and other environmental agencies. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single-family dwelling after removal of the existing home, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Chairman Goehringer, seconded by Member Weisman, and duly carried, to Grant the variances as apphed for, and as shown on the survey revised April 3, 2008 by John T. Metzger, Land Surveyor, 11-14-2007 "A.Site" diagram, 04-04-08 Elevation Drawing A-3, 01-07-08 Drawings A-1 and A-2, subject to the following Conditions: A gutter and downspout drainage system diverting roof water runoff into drywell(s) shall be installed, with the drywell(s) placed on the landward side, shown southerly of the rear line, of home, and This decision is based upon all conditions imposed by all Boards and Agencies of the Town of Southold, to include and not be limited to conditions placed in the recommendations of the LWRP Coordinator and the Southold Board of Town Trustees. Page 4- April I0, 2008 ZBA # 6135 - C. and E. Graeeck CTM 4,tq'~ 5-8-~ ~/2.~ Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer (Chairman), Simon and Weisman. Member Dinizio and Memb~er-~341va w~re ab~trt~ This Resolution was duly adopted /~ard P. Goehrlnger, Chalr~n 4//~ /2008 ~ Approved for Fi~ng OF SOUTHOLD PROPERTY RECORD CARD · OWNER FORMER~ OWNER RES. LAND sEAs. IMP. VL. TOTAL NORMAL NEW STREET ,' BELOW Farm Acre Value Per Acre Tillable ] Tillable 2 Tillable 3 Woodland i - Swampland Brushland . FARM DATE 2./ ?/5 / VILLAGE DISTRICT SUB. ACREAGE TYPE OF BUILDING LOT COMM. IND. I CB. I MISC. REMARKS Tata I ABOVE Value M. Bldg. Extension Extension Extension C Foundation Bath Basement ~-.,.~ ) Floors Ext. Walls ~'Z' ,--./ Interior Finish Fire Place Heat Porch Patio Driveway Attic Rooms 1st Floor Rooms 2nd Floor Porch ExtenS~~~- REScheck Software Version 4.1.3 Compliance Certificate Project Title: Graseck Residence Report Date: 06/18/08 Data filename: \\Home,my dccuments\GRASECK DOCS\Graseck ResCheck 4.1.3.rck Energy Code: Location: Construction Type: Single Family Glazing Area Percentage: 28% Heating Degree Days: 5572 Construction Site: 1910 Leeton Ddve Southold, NY 11971 2000 IECC Southold, New York Owner/Agent: Christopher & Elizabeth Graseck 421 Park Ave Rye, NY 10580 212-761-8473 DesignedContractor: Frank Notam Architecnologies P.O. Box 93 Mattituck, NY 11952 631-298-1129 architecnologies@yahoo.com Compliance: t6.4% Better Than Code Maximum UA: 488 Your UA: 408 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Window 2: Wood Frame:Double Pane with Low-E Window 3: Wood Frame:Double Pane with Low~E Window 4: Wood Frame:Double Pane with Low-E Window 5: Wood Frame:Double Pane with Low-E Window 6: Wood Frame:Double Pane with Low-E Window 7: Wood Frame:Double Pane with Low-E Window 8: Wood Frame:Double Pane with Low~E Window 9: Wood Frame:Double Pane with Low-E Window 10: Wood Frame:Double Pane with Low-E Window 11: Wood Frame:Double Pane with Low-E Window 12; Wood Frame:Double Pane with Low-E Window 13: Wood Frame:Double Pane with Low-E Window 14: Wood Frame:Double Pane with Low-E Window 15: Wood Frame:Double Pane with LOW-E Window 16: Wood Frame:Double Pane with Low-E Window 17: Wood Frame:Double Pane with Low-E Window 18: Wood Frame:Double Pane with Low-E Window 19: Wood Frame:Double Pane wi~ Low-E Window 20: Wood Frame:Double Pane with Low-E Window 21: Wood Frame:Double Pane with Low-E Window 22: Wood Frame:Double Pane with Low-E Window 23: Wood Frame:Double Pane with Low-E Window 24: Wood Frame:Double Pane with Low-E Window 25: Wood Frame:Double Pane with Low-E Window 26: Wood Frame:Double Pane with Low-E Window 27: Wood Frame:Double Pane with Low-E 1300 2516 6 6 7 7 12 12 12 12 12 12 12 12 12 12 3 3 3 3 3 3 3 27 8 10 5 24 15.0 38.0 15.0 21.0 23 71 0.320 2 0.320 2 0.320 2 0.320 2 0.320 4 0.320 4 0.320 4 0.320 4 0.320 4 0.320 4 0.320 4 0.320 4 0.320 4 0.320 4 0.320 4 0.350 1 0.350 1 0.350 1 0.350 1 0.350 1 0.350 1 0.350 1 0.320 9 0.350 3 0.320 3 0.320 2 0.320 8 Project Title: Graseck Residence Report date: 06/18/08 D~a fllename: \\Home,my documents\GRASECK DOCS\Graseck ResCheck 4.1.3.rck Page I of 8 Window 28: Wood Frame:Double Pane with Low-E Window 29: Wood Frame:Double Pane with Low-E Window 30: Wood Frame:Double Pane with Low-E Window 31: Wood Frame:Double Pane with Low-E Window 32: Wood Frame:Double Pane with Low-E Window 33: Wood Frame:Double Pane with Low-E Window 34: Wood Frame:Double Pane with Low-E Window 35: Wood Frame:Double Pane with Low-E Window 36: Wood Frame:Double Pane with Low-E Window 37: Wood Frame:Double Pane with LOW-E Window 38: Wood Frame:Double Pane with Low-E Window 39: Wood Frame:Double Pane with Low-E Window 40: Wood Frame:Double Pane ~ Low-E Window 41: Wood Frame:Double Pane with Low-E Window 42: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: Glass Door 3: Glass Door 4: Glass Door 5: Glass Door 6: Glass Basement Wait 1: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 2.0' insulation depth: 3.0' 24 0.320 8 24 0.320 8 24 0.320 8 24 0.320 8 5 0.350 2 5 0.350 2 4 0.320 1 4 0.320 1 5 0.320 2 7 0.320 2 7 0.320 2 19 0.320 6 19 0.320 6 19 0.320 6 7 0.350 2 40 0.330 13 64 0.330 21 14 0.330 5 19 0.330 6 68 0.330 22 40 0.330 13 560 10.0 10.0 52 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space Air Conditioner 1: Electric Central Air13 SEER Boiler 1: Other (Except ( Compliance State~ ~rojo¢t Noto$: IM. # ~000-55-2-12 Addition to e×isfiag '~st floor footprint Addition o[ new 2nd flcor New water run-off drywells New septic system 1300 15.0 21.0 34 described here is consistent with the building plans, specifications, and other proposed building has been designed to meet the 2000 IECC requirements in uirements listed in the REScheck Inspection Checklist. Date Project Title: Graseck Residence Report date: 06/18/08 Data filename: \\Home\my documents\GRASECK DOCS\Graseck ResCheck 4.1.3.rck Page 2 of 8 REScheck Software Version 4.1.3 Inspection Checklist Date: 06/18/08 Ceilings: [] Ceiling 1: Fiat Ceiling or Scissor Trus.~ R-15.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" o.c., R-15.0 cavity + R-21.0 continuous insulation Comments: Basement Walls: [] Basement Wall 1: Solid Concrete or Masonry, 4.0' ht / 2.0' bg / 3.0' insul, R-10.0 cavity + R-10.0 continuous insulation Comments: Exterior insulation has a dgid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes __ No Comments: [] Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factars, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Wir~low 3: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 4: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No [] Window 5: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 6: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? __ Yen Comments: No [] Window 7: Wood Frame:Double Pane with LOPE, U-factor: 0.320 For windows without labeled U-factom, describe features: #Panes Frame Type _ Thermal Break? Comments: Yes__ No [J Window 8: Wood Frame:Double Pane with Low-E, U-tactor: 0.320 Project Title: Graseck Residence Data filename: \\Home\my documents\GRASECK DOgS\Graseck ResCheck 4.1.3.rck Report date: 06/18/08 Page 3 of 8 For windows without labeled U-factor~ describe features: #Panes Frame Type __ Thermal Break? Comments: I~1 Window 9: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-facto~ describe features: #Panes Frame Type __ Thermal Break? Comments: Yes __ No Yes No [] Window 10: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factor~- describe features: #Panes Frame Type _ Thermal Break? Comments: Yes No [] Window 11: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-facto~ describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 12: Wood Frame:Double Pane with Low-E U-factor: 0,320 For windows without labeled U-factor[. describe features: #Panes Frame Type . Thermal Break? Comments: Yes __ No [] Window 13: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Window 14: Wood Frame:Double Pane with Low-E U-factor: 0,320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No [] Window 15: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type _ Thermal Break? Comments: Yes No [] Window 16: Wood Frame:Double Pane with Low-E, U-factor; 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type _ Thermal Break? Comments: Yes No [] Window 17: Wood Frame:Double Pane with Low-E U-factor: 0.350 For windows without labeled U-factors describe features: #Panes Frame Type Thermal Break? __ Yes Comments:. No [] Window 18: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors desc. dbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 19: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes No Comments: Window 20: Wood Frame:Double Pane with LOW-E, U-factor: 0.350 For windows without labeled U-factors, describe features: ~Oanes Frame Type Thermal Break? Yes __ No Project Title: Graseck Residence Report date: 06118/08 Data filename: \\Home,my documents\GRASECK DOCS\Graseck ResCheck 4.1.3.rck Page 4 of 8 Comments: E] Window 21: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without tabeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: [] Window 22: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factom, describe features: #Panes Frame Type __ Thermal Break? Comments: No Yes__No Window 23: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Comments: Yes__No [] Window 24: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type _ Thermal Break? Comments: Yes No [] Window 25: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 26: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 27: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Comments: Yes No Window 28: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-tactors, descdbe features: #Panes Frame Type ThermaI Break? Comments: Yes No Window 29: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 30: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments:. Yes No I~1 Window 31: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? -- Yes Comments: No [] Window 32: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 33: Wood Frame:Double Pane with Low-E, U-factor: 0.350 Project Title: Graseck Residence Report date: 06/18/08 Data filename: ~\Home\my documents\GRASECK DOCS\Graseck ResCheck 4.1.3.rck Page 5 of 8 Yes__No For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Comments: [] Window 34: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows w~thout labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 35: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Window 36: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes__ No Window 37: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments; Yes__No [] Window 38: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 39: Wood Frame:Double Pane with Low-E~ U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type _ Thermal Break? Comments: [] Window 40: Wood Frame:Double Pane with LOW-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes__No Yes __ No Window 41: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, descdbe features: #Panes Frame Type _ Thermal Break? Comments: Yes __ No [] Window 42: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No [] Door 1: Glass, U-factor: 0.330 Comments: [] Door 2: Glass, U-factor: 0.330 [] Door 3: Glass, U-factor: 0.330 Comments: Door 4: Glass, U-fador: 0.330 Comments: [] Door 5: Glass, U-factor: 0.330 Project Title: Graseck Residence Report date: 06/18/08 Data filename: \\HomeYny documents\GRASECK DOCS\Graseck ResCheck 4.1.3.rck Page 6 of 8 Comments: [] Door 6: Glass, U-factor: 0.330 Comments: Floors: [] Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-I 5.0 cavity + R-21.0 continuous insulation Comments: Heating and Cooling Equipment: Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: [] Boiler 1: Other (Except Gas-Fired Steam): 80 AFUE 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 seated. [] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, tixtures are installed with a 3" clearance from insulation. Vapor Retarder: [] Installed on the warm-in-winter side of all non-vented flamed ceilings, walls, and floors. Materials Identification: [] Materials 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 all installed heating and cooling equipment and service water heating equipment have been provided. [] Inselation R-values and glazing U-factors are cfaariy man~ed on the building plans or specifications. [] Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without cempressing the insulation. Duct Insulation: ~1 Ducts in unconditioned spaces are insulated fo at least R-5. Ducts outside the building are insulated to at least R-6.5. 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 then 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Thermostats exist for each separate HVAC system. A manual or automatic means to partially resthct or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: [] Water heaters ~,~h vertical pipe dsers have a heat trap on both the inlet and outlet unh~ss the water heater has an integral heat trap or is pert of a circulating system. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: I~ 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-dep~etable sources. Pool pumps heve a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insu~atad to the levels in Table 2. Project Title: Graseck Residence Report date: 06/18/08 Data filename: \\Home,my documents\GRASECK DOCS\Graseck ResCheck 4.1.3.rck Page 7 of 8 '/-able 1: Minimum Insula#on Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runoute Heatsd 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 Fluid Temp. Piping System Types Range(OF) Insulation Thickness In Inches by Pipe Sizes 2" Runouts I" 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 Department Use Only) Project Title: Graseck Residence Report date: 06/18/08 Data filename: \\Home,my documents\GRASECK DOCS\Graseck ResCheck 4.1.3.rck Page 8 of 8 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, APPROVEDASNOTED h;?TIFYIBOILDI~G DEPARTMENT AT 7~i5-1802 8AM TO 4PM FOR THE F',%LOWlNG INSPECTIONS: , FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH · FRAMING & PLUMBING ;. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR 'ISE IS UNLAWFUL /ITHOUT CERTIFICATE OF OCCUPANCY FLO00' OAMAGE PREVENTION sOUTI,IOI. D TOWN CODE- DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. COMPLY WIT¼ ALL - ... DES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA I~ I ~r SOUTHOLD TOWN PLANNING BOARD ,// SOUTHOLD TOWN TRUSTEES J N.Y,S DEC CERTIFICATION OF. NAILING & CONNECTIONS REQUIRED. PLUMBER CERT]FICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. UNDERWRITERS CERTIFICATE REQUIRED PLUMBING ALL PLUMBING WASTE & W,~TER LI~ES NEED TESTING ~EF©RE COVERING SCDHS Ret. #' .O060~ "" ,.~.~. '"~ ,~,,~_~,. . SURVEY OF PROPERTY ~ ~ ~ ,~ ~ ,~~_~ ~ ~. A T SOUTHOLD ~ ~ ~ ,'~.. ~ ~ TOWN OF SOUTHOLD o , SUFFOLK COUNTY, ~0~ ~ ~,'~ SCALE: ~'~20' AUG. 2~, ~ ~ ~OS~C~ SEPTIC SYSTEM ~T. 17, JAN. 9~ E~8 (revisions) EXISTING HOUSE leITH IMPROVEMENTS _ ~txo ro sE R~OVEO ? ~. EXISTING CESSPOOLS TO BE REMOVED OR % FILLED IN ~-~ ~xcEPr ~s PER SECTION 7ZOS - ~1~ ~. ~LL CERrFI~ ~S ~RE~ ARE VALID ~ T~S MAP A~ C~8 T~E~ ~ Y ~ SA~ MAP ~ C~IE$ BEAR T~ ~SSED ~L ~ T~ S~VEYOR I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions sel forlh therein and on the permil 1o construct. The locations of wells and cesspools shown hereon ore from field observations and or from data obtained lrom others. COASTAL EROSION HAZARD LINE FROM COAST;4L EROSION HAZARD MAP PHOTO # 56-566-83 FLOOD ZONES FROM FIRM 36103C0154 G 5/04/98 ELEVATIONS ARE REFERENCED TO N.G.V.D. RAIN RUNOFF , 1780 sa. fl. = 1780~0.17~1 302.6 30~.6/~8.$ = 10.7 VF PROVIDE $ Drywell$ 6'~x4' deep AREAS :' AREA FROM BULKHEAD TO MHF/M. = . 593 sq. fl. AREA FROM STREET TO BULKHEAD 7411 s9.fl. TOTAL AREA . 8004 $g. fl. ~ o AREA COVERED BY NEW HOUSE = /X / 1780 sq. ft. TEST HOLE ~'~ e\~ee LOT COVERA~- AREA LEETON DRIVE 8/15/07 c\,~ ~4e' ../~ \¢. ~ el 7.~c · TO BULKHEAD = 7411 sq. fL ¢ OF NEz~, ,~ l~t ~ O' (6311 765 - 50~0 FAXY6311 -~5 - 1797 P. O. BOX 909 BY ~ ~OS~ 1~30 TRAVELER STREET SOUTHOLD~ N. Y. 11971 · 07- 171 SCDHS Re/. # R10-07-128 TO BE REMOVED :~'0 EXISTING DECK,' SHED & WOOD WALK TO BE REMOVED EXISTING'cEssPOOLS TO BE REMOVED OR ' FILLED IN ANY ~L TER~ TION OR ~DDITION TO THI$ SUaV~r OF SECTION 7~09 OF THE NEW YORK STATE EDUCATION L~. EXCEPT AS PER SECTION 7209 - SUBDIVISION ~. ALL CERTIFICATIONS ~REON ~RE VALID FOR TMIS M~P AND COPIES TMEREOF ONL SAID ~P OR COPIES BEAR TME IMPRESSED SEAL OF T~ SURVEYOR ~HOSE SIGNATURE ~PPE~RS ~REON. I om familiar w/Ih the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE ~AMIL Y RESIDENCES and .,ill ebide by the conditions set forth therein end on the permit to conslruct. The locations al wells and cesspools shown hereon ore from l/eld observations and or from dqfa ob/a/ned /rom olhers. COASTAL EROSION HAZARD LINE FROM COAST;4L EROSION HAZARD MAP PHOTO # 56-566-85 FLOOD ZONES FROM FIRM 36103C0154 G 5/04/98 ELEVATIONS ARE REFERENCED TO N.G. V.D. TEST HOLE 8/15/07 B YM~ ~OS~ ~ SEWA6E ~ SYST~ 6 POOLS filTH CLF~ ,SAND ~' COLLAR, lEO0 C~AL PRECAST SEPTIC TA~, ~OTI'OM OF L~4CI$N6 POOLS TO CROSSEC T~ON SEPTIC SYSTEM SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-58-02-12 SCALE, 1"--20' AUG. 22. 2007' OCT. 17~ ~007 fprop, ese.) DEC. 19~ ~007 (~itonsl JAN, 9~ 2008 (revisions) NOTE' APRIL 3, ~008 (revisions) SUBSURFACE SEWAGE DISPOSAL OCT ~, 2008 (REVISIONS) SYSTEM DESIGN · ' · ' .,os PH F, SCHETT,. P.E. , pC,-. 00". ~BAR T' ROAD I I ~ t I SOUTHOLD, N.Y. 11971 , ~J I /I ~ RAIN RUNOFF , ~ ~ 1780 sq. fL · ' ~ 1780~0J 7~1 =302. 6 ~ ~o~.6~.~ = ~o. 7 ~ ,  PROVIDE ~ Drywells ~ ~'~ deep ~ ~ AREA FROM BULKHEAD TO MHWM. ~ ~ ~ 593 sq. il. ~ AREA FROM STREET TO 8ULK~AD AREA COVERED BY NEW HOUSE 1780 sq. fl. LOT COVERAGE - AREA LEETON DRIVE TO BULKHEAD = ~411 1780/7411 ~ 24~ LIC. NO. 49618 765 - 1797 P. OD I~$0 SOUTHOLD, S TREE T N.Y. 11971 f}7- 171 SCDHS ReL # R10-07-128 XSV 9 L '"........ TOWN OF SOUTHOLD SUFFOLK COUNTY, %. ~, ~ ~L sYs~ ~ ~OL~ 1000-58-02-12 ~0~ ~ ~, ~ ~ ~ ~s ~o ~ SCALE: 1'~20' E' ~OVE ~WAi~ AUG. 2~, ~00~ ~ ~ ~ CROS~EC~ SEPTIC SYSTEM OCT. 17~ ~7 (prop. hseJ DEC. 19~ ~7 (ad--si ~°~e~~ JAN. 9~ ~OOO (revisions) APRIL 3, ~00~ ~revis/ons) EXISTING HOUSE WITH IMPROVEMENTS~. ~' ~ "~ TO BE REMOVED / O ~ EX/STING r-)ECK,' SHED & WOOD WALK -"~: "~ % ~ TO BE REMOVED ~ ~ EXISTING'CESSPOOLS TO 8E RE~VED OR ~ · ~ ANY AL TER',TI~ ~ ADDITION TO THIS S~VEY IS A VIOL~ TI~0 '~ OF SECT~N'Z~O~ ~ THE NEW YORK STAT~ E~TION LAW. ~' EXCEPT AS P~R ~CT~N 7~09 - S~DIVI~ ~. ALL CERT~I~ TI~S ~REON ARE VALID F~ T~S MAP A~ C~[S T~RE~ O~ Y IF SA~ M~P ~ C~S BEAR T~ ~RESSED ~AL ~ T~ S~VEYOR WHOSE S~N~ T~E ~PPEARS ~RE~. I arnndemiliar wilh the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAE~ SYSTEMS FOR SINGLE FAMILY RESIDENCES end will ~bide by the condifion$ sef forlfl fherein end on the perrnif lo con$frucI. The Iocofions of wells and cesspools shown hbreon are from field observdions ond or from d~71o ohio/ned frorn others. COASTAL EROSION HAZARD LINE FROM COASTAL EROSION HAZARD MAP PHOTO # 56-566-83 FLOOD ZONES FROM FIRM 36105C0154 G 5/04/98 ELEVATIONS ARE REFERENCED TO N.G.V.D. NO TE; SUBSURFACE SEWAGE DISPOSAL SYSTEM OESIGN, 8~', dOSEPH FISCMETTI, P.E. I-lOBAR T 'ROAD SOUTHOLD, N.Y. 11971 (631) 765- 2954 TEST HOLE "%" 8/15/07 ~\ ~9 BY M~DOhI. AI..D ~OSClEh~E RAIN RUNOFF , 1780 s~fl. = 1780~0.17~1 302.6 30~.6/~8.3 = /0.7 VF PROVIDE 3 Drywell$ 6'~' deep AREAS AREA FROM BULKHEAD TO MHWM. = 593 sq. fl. AREA FROM STREET TO BULKHEAD 7411 sq. fl. TOTAL AREA - 8004 sg. fl. AREA COVERED BY NEW HOUSE 1780 sq. ll. LOT COVERAGE - AREA LEETON DRIVE TO BULKd-~D = ~41 1780/7411 = 24% (631) 765-5020 ~ P. O. BOX 909 1230 TRAVELER STREET SOUTHOLD~ N. Y. 1/971 1797 07- 171 SCDHS Ret # R10-07-128 EX/STING HOUSE WITH IMPROVEMENTS'C~j TO BE REMOVED EXISTING DECK,' SHED ~ ~OOD ~ALK TO BE REMOVED EXISTING CESSPOOLS TO 82 REMOVED OR FILLED IN ANY ALTERATION OR ADD/T/ON TO THIS SURVEY IS A VIOLA T/O~ OF SECTION ~09 OF THE N~W YORK $TATE EDUCATION L~. EXCEPT AS PER SECTION 7~0~ - SUBD(VISION ~. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP ~ND C~S T~EREOF ONL SAID ~P OR COPIE~ BEAR THE IMPRE~SE~ ~L OF TH~ $URVEYOR WHO$~ $16NA TURE APPEARS HEREON. ,I am familiar w/th /he STANDARDS FOR APPROVAL AND CONSTRUCT/ON OF SUBSURFACE SE~/AGE DISPOSAL SYSTEMS FOR' SINGLE FAMILY iRESIDENCES and will abide by the conditions se/ Iorlh therein and on /he perm/~ lo con$1rucl. The locations of we/Is and cesspools ~hown hereon ore /rom field observations and or /rom dalo ob/o/ned from o/hers. COASTAL EROSION HAZARD LINE FROM COASTAL EROSION HAZARD MAP PHO TO # 56-566-83 FLOOD ZONES FROM FI~.M 36103'C0154 G 5104198 ELEVAT/ONS ARE REFERENCED TO N.G.V.D. ¢. NOTE' SUBSURFACE SEWAGE DISPOSAL SY. STEM DESIGN BY, JOSEPH FISCMETTI, P.E. MOBAR T ROAD SOUTHOLD, N.Y. 11971 (CJI) 765 - 2954 SURVEY OF PRO.PE_t~ ~Y A T SOUTHOLD ~ ~,. ;' TOWN OF SOUTHOL~)~! SUFFOLK COUNTY, ~.~', 1000-58-02-12 SCALE, 1"=20' AUG. 22. 2007 OCT. 17, 2007 (prop. hse./ DEC. 19, 2007 (add/lions) dAN. 9, 200B (revisions) APRIL 3, 2008 (revisions) OCT. 2, 2008. (REVISION_S) OCT. 15/2008 (roundel SEPT. 9, 2009 f/ina/) TEST HOLE 8/15/07 PAtE ~0~ ~l ~ q ~W. ~ ~ p. tE ~MO~ ~ rO ~ B Y Mc~NALD GEOSC~NCE SEPTIC SYSTEM ~t^\e~',. MEA SUREMEN TS ~r 37' ~4' LP#1 35' LP#Z ~9 26 RECEIVE-CN ~20o9 8UFF. CO. HEALTH SERVICES OFFICE OF WASTEWATER MGT. RAIN RUNOFF 1780 sq. fL 1780x0.17~1--.302,6 302.6/28.3 = 10.7 VF PROVIDE 3 Drywells 6'¢~4' deep AREAS AREA FROM BULKHEAD TO MHWM. = 593 sq. ft. AREA FROM STREET TO BULKHEAD ' 7411 sq. fI. TOTAL AREA - 8004 scl. fl. AREA COVERED BY NEW HOUSE )780 LOT COVERAGE - AREA LEETON DRIVE TO BULKHEAD = 7411 scl. fl. 1780/7~11 = ~4% (631) 765 -'~ P. O. BOX 1230 TRA VEl SOU THOLD, N. 49618 1797 "1 07- 171 PROV, 8" DIAM, P, GONG, CASON ON TOP OF A 1 '6" X 1 '6" 10" DEEP POURED CONG. FTNG. (TYP. ALL) PROV 4" X 4" ACC. POST (TYPICAL ALL) PROV, CONT, 2 - 2" X 10" ACC. GIRDER POST (TYPICAL ALL) PROV, 8~' DIAM, P, GONG, CASON SEC. "B"I 31 V.I ON TOP OF A 1'6" X 1'6" 10" DEEP POURED CONG. FTNG, (TYP. ALL) ia IN-FLOW/OUT-FLOW SMARTVENT (TYP. ALL) (APPROX. 1200 SO. FT.) BOttOM LOCATED 1" ABOVE SLAB ~_SEC,. "A" PROV. DBL, 2" X 6" SILL PLATE TOP OF FOUNDATION WALL (TYP, PERIMETER) WITH TERMITE SHIELD AND FIBROUS INSULATION, PROV CUSTOM ACCESS DOORS PROV. 10" DEEP P. CONG, PAD FOR OIL TANK, LOCATION T,E.D, 6" P, GONG, FOUNDATION WALL WITH 1'-4"W, X 1'-0" D, P, GONG, FOOTING (CONT.) W/W,W,M, IN WALL AND FOOTING, 36" BELOW FIN, GRADE PROV, 1L6" W, +/- X 1'-2" IN-FLOW/OUT-FLOW SMARTVENT ¢TYP. ALL) (APPROX, 1200 SO, ET ) BO'~I'OM LOCATED 1" ABOVE SLAB 15'-3" 20'-4" EC 12'-8" EQ. 9'-5" ¸EQ. PROV. BEAM PODKET 1/2" (TYp. ALL) EQ. 12'-1" 5 1/2" W. x 9" V.I.F, I 0'-1 I" PROV, CONT 2"X10" AOQ, HEADER BELOW F,J. (T~p ALL) BOLTED GIRDER BOLTED TO 4" X 4" ACC. POST (TYPICAL ALL) II 1. PROV, 4" X 4" ACC, POST (TOPICAL ALL) SEC. ON TOP CFA16 X16 10" DEEP POURED GONG, FTNG, (T~P. ALL) FOUNDATION PLAN AREA: 1,300 SQ.FT. SEC. 6" P GONG, FOUNDATION WALL WITH 1'-4" W, X 1 '-0~' D, P, GONG, FOOTING (CONT,) W/W,W.M, IN WALL AN D FOOTI NC, 36" BELOW FIN, GRADE PROV. 1'-6~' W +/4 X 1'-2" H,+/- IN-FLOW/OUT-FLOW SMARTMENT (TYP. ALL) (APPROX, 1200 SQ, FT,) BOTTOM LOCATED 1" ABOVE SLAB PROV, CUSTOM ACCESS DOORS SIZE T,B,D. PROV. DSL. 2" X 6" SILL PLATE TOP OF FOUNDATION WALL [TYP PERIMETER) WITH TERMITE SHIELD AND FIBROUS INSULATION. IN-FLOW/OUT-FLOW SMARTVENT (TYP. ALL) (APPROX. 1200 SQ. FT.) BO~FOM LOCATED 1" ABOVE SLAB PROV, 1/2" DIA, X 10" b STEEL ANCHOR BOLTS FOR SILL PL, OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3'-0" O.O, @ 1'-0" AWAY FROM EACH CORNER (~YPICAL ALL NEW FOUNDATION AREAS) PROV, WATCHDOG WATER PROOFING ALONG PERIMETER OF FOUND WALL BELOW FIN, GRADE, INCLUDING PARGED JOINT BETM/EEN FOUND, WALL AND FOOTING NOTE: ALL CONG. FOOTINGS TO BE 36" MIN. BELOW GRADE iNOTE: CO~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO--lENT, ANB OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. OFFICE SET 1 8.5.08 zz D SCALE: 1/4" = 1 '0" 3WG. NAME: FOUNDATION P~N A-O 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 CEBTIFIOATES AND NAMES OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION, 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIPIEB OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN, 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED, 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST 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. GEN'L. 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 SE 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'B, FOR SIZES, 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 ~//¢//(/I NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/1/2" CDX PLYWOOD, EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED). PROV. ,5" EXPOSURE VINYL "CEDAR IMPRESSIONS" BY CERTAINTEED OR APP. EQ, (TY'PICAL ALL AREAS). ALL EXTERIOR TRIM A8 NOTEB ON THE CONTRUCTION PLANS. NEW INTERIOR PARTITION - 2" X 4" WOOD BTU D WALL W/1/2" CDX INTERIOR SIDE - I LAYER 1/2" GYP. BD, SCREWED,ri'APED BOTH SIDES. INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" ON ALL DOORS/WINDOWS 6" SQUARE POPLAR BASE W/OGEE "ROUTE". ALL WINDOWS W/BO%FOM SILL, U.O,N. PROVIDE MOISTURE RESISTANT GYP, BD, (GREEN BD,) FOR ALL BATHROOM WALLS AND CLGS, PROVIDE CEMENT WALL BD, FOR ALL TILE LEGEND ~ 10" CERAMIC TILE ~ HAMERICAN OLEAN" TILE OR APP, EQUAL. TILE BORDER W/20" TILE ON A 45° TO BE INSTALLED OVER 1/2" CEMENT BOARD, U,O.N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. ~ 6" X 6" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP, EQUAL, TILE BORDER W/20" TILE ON A 45= TO BE INSTALLED OVER 1/2" CEMENT BOARD, U.O.N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. INSULATION NOTES PROV, ADDITIONAL 6/4" FOIL FACED FOAM BOARD UNDER ALL NEW CONSTRUCTION, NEVV EXTERIOR WALLS; 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY INSULATION BY CERTAINTEED OR APPROVED EQUAL. NEWATFIC/ROOF: R-98 KRAFT-FA, INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL, CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: R-21 BA"CT INSULATION GARAGE CEILING: R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIE8 AC/H EATING NOTES PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE T'WQ ZONE HEATING AND COOLING SYSTEM CONSISTING OF, ONE "BIASI" 6 SECTION CAST IRON BOILER WITH RIALLO BURNER, (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED, PROV. 9" DIA, "ZERO CLEARANCE" FLUE ONE VAUGHN 79 GAL, INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED. ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC,, AND ONE 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED, TWO "RUDD" (SIZE TONAGE AS REQUIRED) 18 SEER AIR HANDLERS UNLESS OTHERWISE NOTED, TVVO "RUUD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS OTHERWISE NOTED, TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS, ONE RETURN ON SECOND & FIRST FLOORS, NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. 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 EIXTURES, ALL OTHER ELECTRICAL EQUIP, TO BE SUPPLIED BY ELECTRICAL CONTRACTOR ALL SWITCHES AND RECEPTACLES 'TO BE 'LUTRON', "DECORA" COLOR T.B,D, RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ, TRIM - WHITE, NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. DOWNLIGHTS, VERIFY LOCATIONS OF ALL ELEC, DEVICES WITH CLIENT, DUPLEX ELECTRICAL RECEPTACLE (~DD DOUBLE DUPLEX ELECTRICAL RECEPTACLE (~s¢ DUPLEX SEPARATECIRCUIT RECEPTACLE (~(~F~ DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT (~FL, DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE $ WALL SWITCH Sa 3-WAY WALL SWITCH 4-WAY WALL SWITCH SDs RECESSED DOOR ACTIVATED SWITCH RECESSED DOWNLIGHT (100VV)" UGHTOLIER" OR APP, LQ, EXTERIOR RECESSED DOWNLIGHT (100W)" UGHTOLIER" OR APP, LQ, CEILING MOUNTED JUNCTION BOX WALL MOUNTED JUNCTION BOX WALL MOUNTED DUAL SPOTLIGHT ~'F NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/ILIGHT WITH DUAL SWITCH AT WALL, FIXTURE TO BE SUPPLIED BY OlWNER, (~'E NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXPHAUST F FAN/LIGHT WITH DUAL SWITCH AT WALL. ~BROAN" HEAVY DUTFY' UNIT OR APP, EQUAL, <~t NEWTELEPHONE RECEPTACLE <~ c NEW CABLE TV RECEPTACLE ('TO BE WIRED TO CENT. OONTRtOL BOX) ~ ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROLL BOX) SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL CONTROL BOX, [IDB NEW DOORBELL '4OTE: ALL OUTLET8 IN GARAGE AREA TO BE ON A 8.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 ON. LTS. & FOYER LT. PLUMBING LEGEND INSULATION (TYp. ALL AREAS) PROVIDE FROST FClEE HOSE BIBS, ALL SUPPLY &WASTE LINES ARE TO be INSULATED WITH 8OUIND A"I-rBNUATING INSULATION. (TYp, ALL) OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOV~ING: SINKB, TOILETS, TUBS, FAUCETS, TUB FIAT., & SHOWER OONT'ROLS. FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED O~d TYPES OF FIXTURES SELECTED, ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. UNLESS OTHERWISE SPECIFIED BY OWNER DEMOLITION LEGEND .......... EXISTING EXTERIOR WALL ......... TO BE REMOVED EXISTING DOOR/WINDOW TO BE REMOVEED DOOR SCHEDULb FIRST FLOOR- EXTERIOR DOORS - ANDERSEN/THERMATRU DOOR # WIDTH: HEIGHT: DOOR MAT'L, OPERATION: LOCATION: INTERIOR/EXTERIOR TRIM INTERIOR WlndsorONE CLASSIC COLONIAL BASE MOLDING: WOBM001 WINDOW SILL: .(P~BAME) VERIFY W/OWNER PRIOR TO ORDER. WINDOW & DOOR CASING: WOBB001 , WOCS001 CROWN MOLDING: WOOM001 -VERIFY WITH OWNER VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE; ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS OTHERWISE NOTED, EXTERIOR AZEK TRIMBOARD WINDOW & DOOR TIM: PICTURE FRAME - 5/4" X 6" AZEK TA,D L,~. i ,309.4 REFER TO A. 1 WINDOW & DOOR SCHEDULES FOR pANEL LOCATIONS, I 1/2" ¢8 WOOD SCRBNS 6'-0" '< PANEL 6'-0" <: PANEL 2'-0" <: PANEL SPAN SPAN < GL0r' SPAN <:: Bt-0'' ALTERNATIVE FOR OPNG, PROTECTION WOOD STRUCTURAL PANELSWlTH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF EL0" SHALL BE PERMDFfED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATFACHMENT HARDWARE PROVIDED, (REFER TO SECTION 1609,1,4 ABD 1609,6,5 AND TABLE 1609,1,4) TABLE 1609,1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEBULE FOR WOOD STRUOTRAL PANELS FASTENER TYPE ,PANEL SPA 1/2" #9 WOOD SCREWS <- 2'-0" 1/2" #6 WOOD SCREWS 16 2'-0" < PANEL SPAN <_ 4'-0" TOP OF A~'IC ~FLOOB/DECK -FOP~F 0PPER WIN__DOW 32'-4" J 6'-8" -LTOP OF LOWER W~NDOW D'-0" T C.H. 6'-8" _l WINDOW SCHEDULE ALL WINDOWS TO BE ANDERSEN 400 SERIES, FIRST FLOOR ROUGH ROUGH ANDERSEN REFER, NO, OPENING OPENING ~QUANTIT~ MIISC. NOTES WIDTH HEIGHT ~ CN 13 1 '-9" 3'-0 1/2" 2 CA~SEMENT (~ OWl3 2'-4 7/8" 9'-0 1/2" I CA[SEMENT PLUMBING FIXTURE LIST: SOIUTH ELEVATION BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) TOILETS: CIMARRON COMFORT HEIGHT TWO PIECE - K-B497-RA 8INKS; THOREAU UNDERCOUNTER LAVATORY - K-2S07-4U SINK FAUCETS: FORTE WIDESPREAD LAV, FAUCET - K-10272-4G SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGiE - K-10827-, 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 SY OTHERS KITCHEN FIXTURE LIST: KITCHEN SINK: UNDERTONE - K-8183 FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET - K6650 PANEL LEGEND (REFER TO TABLE 1609,1.4) REF, TYPE AND # OF SCREWS PANEL SIZE WIDTH j HEIGBT QTY. HORIZONTAL - 4 VERTICAL - 6 2'-8" X 3'-11" 2 (2) (1) (1) 4'-0" X 7'-6" (2) 3'-5" X 7'-6" × × 7'-( ;If Q-FY- 1 (2) 3','-5" X 7'-6" NOTE' CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND Al I CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. DRAWING LIST A-N A-0 A-1 A-1.1 A-2.1 A-2,2 A-3 DRAWING NOTES/PANEL PLAN DEMOLITION PLAN FOUNDATION PLAN FLOOR CONSTRUCTION PLANS DECK FRAMING PLANS CEILING/ROOF FRAMING PLAN ROOF PLAN BUILDING SECTION A-4 BUILDING ELEVATIONS A%4.1 BUILDING ELEVATIONS A-5 PLMB. RISER DIAG./NAILING SCHED. A-6 ENERGY CALCULATIONS 2'-8" ~-- 3'-3" QTY- 2 QTY- 1 o" Q_TY- 6 QTY- 1_ 3~-6'' X E'-6" QTY- E 2) 3'-5" X 8'-0" ~Q~-f- 1. 3'-6" X 7'-5" ~'-3" ~- 4' --""-~'-~ 4' -------! --- OFFICE SET 1 7.11.08 <LU ,:d "r ZI.- SCALE: AS NOTED DWG, NAME; DRAWING NOTES DWG, NO,: A-N PROV, 8" DIAM. P, OONC, CASON ON TOP OF A 1 ~6" )~ 1 '6" 10" DEEP POURED CONC. Fl'NC. (TYP. ALL) PROV. 4" X 4" ACC, POST (TYPICAL ALL) ON TOP OF A 1 '6" X 1 '6" 10" DEEP POURED CONC, FTNG. (TYP, ALL) PROV. 1'-6" W, 4-/- X 1'-2" H.+/- IN-FLOW/OUT-FLOW BMARTVENT (TYP. ALL) (APPROX. 1200 SQ. FT.) BO%i'OM LOCATED 1" ABOVE SLAB 15'-3" SEC. "A" PROV. DBL. 2" X 8" SILL PLATE TOP OF FOUNDATIO~WALL (TYP. PERIMETER) WITH TERMITE SHIELD AND FIBROUS INSULATION. PROV. 10" DEEP P. CONC. PAD FOR OIL TANK. LOCATION T.B,D. 8" P, CON6, FOUNDATION WALL WITH 1 ~-4" W, X 1 '-0" D. P, FOOTING CONT.) W/W.W.M. IN WALL AND FOOT NC. 36" BELOW FIN. GRADE IN-FLOW/OUT-FLOW SMARTVENT (TYP, ALL) (APPROX 1200SQ, FT,) BOTTOM LOCATED 1" ABOVE SLAB 20'-4" PROV. CONT. 2"X10" ACC. HEADER BELOW F,J, ¢FYP ALL) BOLTED PROV. B" DIAM. P. ON TOP OF A 1 ~6" X 1 '6" 10" DEEP POURED CONC. FTNG. (TYp. ALL) PROV. CONT. 2- 2" X 10" ACC. GIRDER BOLTED TO 4" X 4" ACC. POST CFYPICAL ALL) lNOTE: C~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO~IENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. SEC. "a"i 311-7" V. EQ. PROV. BEAM POCKET (TYP. ALL) SEC, IN-FLOW/OUT-FLOW SMARTVENT ¢FYP. ALL) (APPROX. 1200 SQ. FT.) BOTTOM LOCATED 1" ABOVE SLAB 8" P. CONC. FOUNDATION WALL WITH 1'-4" W. X 1'-0" D. P. CONC. FOOTING (CONT,) W/W.W,M, IN WALL AND FOOTING. 36" BELOW FIN. GRADE IN-FLOW/OUT-FLOW SMARTVENT (TYP. ALL) (APPROX. 1200 SQ. FT.) BOTTOM LOCATED 1 ,i ABOVE SLAB PROV. CUSTOM ACCESS DOORS SIZE T.B.D. 22' 4" II It L] -I~ II IL II ',L II (TYPICAL ALL) V.I.F, 10'-1 I" 1/2" D, II PROV. 8" DIAM. P. CONC. CASON ON TOP OF A 1 '6" X 1 '6" 10" DEEP POURED CONC. FTNG. (TYP, ALL) PROV. DBL. 2" X 6" SILL PLE~TE TOP OIF FOUNDATION WALL (TYP, PERIMbl WITH TERMITE SHIELD AND FIBROU~ INSULATION. IN-FLOW/OUT-FLOW 8MARTVENT (~YP. ALL) (A~PROX, 1200 SQ. FT,) BOTTOM LOCATED 1" ABOVE SLAB "L. STEEL ANCH~OR BOLTS FOR SILL PL. OF LIGHT FRAMIE CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAN 3~-0" IO.C. @ 1L0" AWAY FROM EACH CORNER (TYPICAL ALL NEW FOUNDATION ARIEAS) PROV. WATCHDOG WATER PROOFIrNG ALONG PERIMETER OF FOUND. WAILL BELOW FIN. GRADE. INCLUDING PARGED JOINT BETWEEN FOUND WALL AND FOOTING SEC "B" ' .,~ _~ FOUNDATION PLAN I OFFICE SET 1 8.5,o8 NOTE: ALL CONC. FOOTINGS TO BE 36" MIN. BELOW GRADE 33' II II 33'-6" I III ' ©o SOUTH ELEVATION FIRST FLOOR PLAN AREA = 800 SQ.FT, 1 6'-6" EAST ELEVATION NORTH ELEVATION WEST ELEVATION INOTE: O~RACTOR TO NOTIFY THE ARCHITECT OF :~_NY AND ALL REVISIONS DUE TO F ELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, OFFICE SET 7.11.08 32'-10" EQ. EQ. EQ. KITC PROV. EXHAUST VENT DUCT. 15'-3" i_SEC. "A" 5~-0'' X BATHROOM # BEDROOM 12'-6" PROV, CUSTOM SHELF WITHIN SHOWER qDFL 8TOR, 4'-11" SEC. ~ ~ FIRST FLOOR PLAN AREA = 1,300 SC.FT. DECK "A" & "B": 350 SC.FT. 26'-8" 53' 44' LIVING ROOM ^ SEC. "A"L DINING AREA FOYER DECK BEDROOM ~_S EC. "A" BATHROOM #2 44' MECH. RM. BEDROOM #3 L M. BATH SEC. "B" DE¢,¢ / PROV.I CUSTOM FAUCET 13'-6" WITHIN SHI (TYPICAL A;) CL ELECTRIC C/ID SECOND FLOOR PLAN AREA = 1.300 SC.FT. DECK "A" & "B" = 350 SQ.FT, NOTE' C~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO~IENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. M. BEDROOM ^ _ SEC. "A" ~ M. CLOS. OPEN AREA LAUNDRY DRAIN. NOTE: 0 -INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING OFFICE SET 1 7.11.08 dC o 1/4" = 1 '0" PLAN A-1 PROV, CONTINUOUS I 5 "GP - FIBERSTRONG" RIM BOARD, EXCEPT AREAS OF OPENINGS. (TYP. ALL PERIMETER AREAS) PROV, 2 - 1 8/4" X 11 7/8" G.P. LAM LVL UNDER ALL PARTITIONS, BLOCK AB REQUIRED, FLUSH W/F,J, (TYP, ALL AREAS), PROVIDE S - 1 3/4Ii X 11 7/8Ii CONT, GIRDER. LAG BOLT TO STRUCT, STL, COL, BELOW, (TYPICAL ALL) 2I~ X 10H ADO, RIM BOARD DBL, 2" X 10" 2 1/2Ii X 11 7/8~I WI -~16" O.C, CCYP, ALL) ~16" C.C. CCYP. ALL) 7/E~r Wi '16" O,C, (TYP ALL) 2 1/2II X 11 7/8" WI -@16" C.C. (TYP, ALL) 2 1/2" X 11 ~16Ii O,C. 0YP, ALL) q PROV, 2 - I RIM BOARD @16" O,C, 2" X 10II ACQ, F J, RIM BOARD 1ST. FL. DECK FRAMING PLAN PROV CONTINUOUS I 3/4" X 11 7/8II IIGp - FIBERSTRONG'l RIM BOARD, EXCEPT AREAS OF OPENINGS, (TYP, ALL PERIMETER AREAS), FIRST FLR, WALLS ABOVE. PROV. 2 - I 7/8" G,P, LAM LVl UNDER ALL PARTITIONS, BLOCK AS REQUIRED, FLUSH W/F,J. (TYP, ALL AREAS). LAM, LVL MICRO.(TYP,) ~16II O,C. (TYP.) RIP 2~' X 6" ACQ, F.J. ~ 1/8" PER 1' SLOPE PROV, EPDM RUBBER ROOFING PROV, 3/4" X 4" A.C.Q, SLEEPERS DO NOT NAIL SLEEPERS TO EMDP PROV METAL JOIST HANGERS (TYP.) PROV, CONT, BOLTED AOQ, PROV, CONTINUOUS I 3/4'1X 11 7 "GP - FIBERSTRONG" EXCEPT AREAS OF OPENINGS. (TYp, ALL PERIMETER AREAS), PROV. STRUCTURALBTEEL COLUMN BOLTED PROV, 2 - I 3/411X 11 7/8II G,P, LAM lVl UNDER ALL PARTITIONS. BLOCK AS REQUIRED, FLUSH W/f.J, (TYP, ALL AREAS). SECOND FLR, WALLS ABOVE, FIRST FLR, WALLS BELOW, PROV, 2 - I 3/4" X 11 G,P, LAM LVL UNDER ALL PARTITIONS, AS REQUIRED. FLUSH W/F.J. (TYP. ALL AREAS). G,P. LAM LVl AS REQUIRED. BELOW F,J, (T~P, ALL AREAS), PROV, 2 1~2I' X 11 -: FLUSH W/F J, 1~16II O,C. (TYPICAL) PROV. DBL, 1-3/4II X 11 - ~ LVL MICRO. FLUSH W/F.J.(TYPICAL) NOTE: C~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CO~IENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, 2Ii X 10" ACQ, RIM BOARD W/3/4Ii AZEK G.P. LAM LVL (]*YPICAL) ABOVE EXT, DOOR PROV. 8 - I 3/4" X 11 7/~" G.P, LAM LVL (TYPICAL) W/E - 1/2II STEEL PLATE FLUSH W/F.J, 2 1/2" X 11 7/8" WI -@16" O.C, (TYP. ALL) ,16" O,C G.P, LAM,,L, VL (TYPICAL) W/2 - 1/2 STEEL PLATE FLUSH W/F.J. 1/2" X 11 7/8Ii WI 80b 16" O,C, (TYP. ALL) PROV, S COLUMN BOLTED(TYP.) PROV, STRUCTURALSTEEL I-BEAM W12X50 FLUSH W/F.J. II u II 2 1/2Ii X I I 7/8" WI 60- -@16" C.C. (TYP. ALL) ×11 G.P, LAM 2ND DBL, 2IIX10" 2II X 10u AOQ, F.J, @18" O,O, 2" X 10" ACC. RIM W/3/4" AZEK FL. DECK FRAMING PLAN PROV, CONTINUOUS1 3¢"Xl! 7/8" 'IGP-FIBERSTRONG"RIM BOARD, EXOEPT ARBAS OF OPENINGS ALL PERIMETER AREAS). SECOND FLR. WALLS ABOVE, FIRST FLR, WALLS BELOW, (TYP,) PROV, 2 - I 3/4" X 11 7/8" G,P, LAM lVL UNDER ALL PARTITIONS, BLOCK AB REQUIRED. FLUSH W/ F.J. (TYP. ALL AREAS), PROV. 3 - I 3/4" X 11 7/8" G.F, LAM LVL (TYPICAL) BELOW F,J, W/2 - 1/2" STEEL PLATE PROV DOUBLE I 3/4"~ ~ 11 7/8ii F,J, @ 4'~8" +/- ABOVE 1ST, FL, DECK, V,I,F. BE ADDED ( OF DBL F,J. AS FRAME FOR 2ND, PLATFORM, NOTE: 0 -INDICATES BEARING POINt LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING OFFICE SET 7.11.08 SCALE: 1/4" = 1 '0" DWG. NAME', FIRST/SECONE FRAMING PLANS DWG. NO.: A-1.1 !F PROV, 2 - 1 3/4" X 1 1 7/8" G.P, LAM LVL UNDER ALL PARTITIONS, BLOCK AS REQUIRED. FLUSH W/ F,J. (TYP, ALL AREAS). Alq-lC FLR. WALLS ABOVE. SECOND FLR WALLS BELOW. IF II 2 1/2" X 11 7/8" WI 60~ -¢16" O,C, (T~P, ALL) ,I 1/2" X 11 7/8" WI -~16" O,C, (TYP, ALL) LL· I'f II " I 2 1/2" X 11 7/8" WI 60~ ~¢16 O,O, (%YP, ALL) 2 1/2" X 11 ~/~" WI 60~, -~16" O,C, ¢l~p, ALL) -@16" C.C. (TYP, ALL) ATTIC DECK FRAMING PLAN NOTE' CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. PROV, DBL. 2" X 10" R.R LVL RIDGE SEAM PROV CONT. CUT 2" X 10" SUB ~TYP. ALL AREAS) ! CONT, CUT 2" X 10" SUB PROV, 2 - I 3/4" X 11 7/8" LVL HIP BEAM (TYPICAL) PROV CONT, CUT 2" X 10" SUB FASCIA (TYP, ALL AREAS), FIRST WALL PARTITION BELOW SECOND WALL PARTITION BELOW ATTIC WALL PARTITION BELOW (TYp,) PROV, DBL. 2" X 10" R,R ~ A~FIO FLR, WALLS ABOVE. ~ SECOND FLR. WALLS ABOVE, fTYP.) RIDGE BEAM ~EYPICAL) PROV UNDER ALL PARTITIONS, BLOCK AS REQUIRED, FLUSH W/F,J. (TYP. ALL AREAS}, PROV. 2 - 1 3/4" X 11 7/8Ii G,P, LAM LVL UNDER ALL PARTITIONS. BLOCK AS REQUIRED. FLUSH W/F,J, (TYp. ALL AREAS). PROVCONT. CUTE"X10"SUS FASCIA (TY'P, ALL AREAS), FIRST WALL PARTITION BELOW ATTIC WALL PARTITION BELOW ¢[Yp.) PROV DBL. 2" X 10" R.R I 3/4II X 11 ~PROV CONT, CUT 2" X 10" SUB FASCIA (TYP. ALL AREAS). PROV. DBL, 2" X 10" R,R P_~_O_V 2 - I 3/4' X 14" LVL RIDGE BEAM (TYPICAL) BEAM (TYPICAL) 7/3" LVL HIP PROVCONT, CUT2"X10"SUB FASC ROOF FRAMING PLAN NOTE; 0 -INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING OFFICE SET 7.11,08 zLI- A-2 I SEC. "A" SEC. "B"j -MSTSRIZED MQT~ORIZED OPEN TO B~ELOW--~ SEC, "B" ATTIC FLOOR PLAN TOTAL AREA: 362 SC.FT. A~ ~lC SEC. "B"I SEC "B" '<_. ROOF PLAN NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. A SEC. "A"; PROV, "LIFETIME" "GAF" ASPHALT OVER 15 LB, FELT, (COLOR T,B.D.) OFFICE SET 7.11.08 SCALE' 1/4"= 1 '0" DWG. NAME: A~ I~C/ROOF PLAN A-2.2 RIDGE KANT-SAG LSTI22 OR PSON LSTA21 STRAP (16) 10d X I 1/2 FASTENER (STRAP REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER). 10" R.R. CORNER CONNECTION (EXAMPLE) CONNECTION OF RIGDE BEAM TO ROOF RAFTER (EXAMPLE) TRUSS/RAFTER pLATE (RPB4) TRUSS BRACING -- (UTS12) (CS16) 10d NAILS OR , 16d SINKERS STRONG-WALL SHEARWALL PICAL AT ~AAoFH CORNER) STUD TO BAND JOIBT (0S16) - HEADER ANCHORAGE (LSTA18} P RE-Alq-ACH ED 12 SDS 1/4 ~A~TENERS %1' SILL PLATE TO FOUNDATION USING USP BEARING pLATE FASTENERS (HBPS/LBPS) 11 7/8" BOX BEAM LL PLATE TO USING USP BEARING PLATE FASTENERS (H BPB/LBPS} SILL PLATE TO FOUNDATION (BP) PROM. METAL FLASHING AT ALL WINDOW SILLS. (TYP, ALL LOCATIONS) METAL FASTENER SCHEDULE (EXAMPLE) (ALL STRAPING TO BE ~ 16" C.C.) PROM. 1/2" ACC. PLY. SHEATH. (TYPICAL ALL PERIMETERS) PROM. "T~/EK DRAIN WRAP" (TYP, ALL), PROM. 5" EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY "CERTAINTEED" OR APP, EQUAL. PLYWOOD SHEATHING. I R - 21 HIGH DENSITY FOIL FACE INSULATION. 2" X 10" A.O.Q.F.J. @ 16" O.C. {T~P.) BBb 2" X 10" HEADER PROM. 12 W. ROUND FIBERGLAS STRUCTURAL TAPERED COLUMN Cf'CP. ALL COLUMNS) -- WALL STUD -- WALL BTUD PROM. TIMBERTECH RAILING (TYPICAL ALL RAILS) DEL. 2~'X 10" A.C.Q. GIRDER (T~P ALL AREAS) PROM. CONT. 2" X 10" BOLTED HEADER (~¢P.) BOTFOM PLATE -- BAND JOIST SUPPORT BEAM ~NNECTION OF WALL TO FLR. FRAMING SIMPSON LSTAIS STRAP WITH (12) 1 Od FASTENER. -CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X I 1/2" CONNECTION OF WALL ~/~1~ TO FLOOR FRAMING. (EXAMPLE) PROV. 8"P, CONC, CASQN ABOVE 2'-0" W, X 1'-0~ D. P, CONC, FTC, (TYPICAL ALL AREAS), ROOF SHEATING TO TOP PLATE, CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN. LENGTH -- JOIST I/2" 8 SCREWS (4 PER LEG DOUBLE TOP PLATE JOIST TO HEADER JOIST (EXAMPLE) METAL HURRICANE CONNECTOR WALL SHEATING CONNECTION OF TOP WALL PLATE TO WALL STUD. PROM. DE~L. 2" X 6" ACC SILL PLATE Ob'P.) 10" P, COliC. FOUNDATION WALL, PROM, MIN, 8" FDN, EXPOSURE ABOVE FIN. GRADE (T'YP ALL AREAS) PROM, WATER BARRIER BETWEEN FOUNDA%ION WALL & ACC. RIM JOIST PROM. 2 CONTINUOUS ¢ 4 RE-BAR. (TYP. ALL AREAS) STUD WALL STUDS CONNECTION OF WALL HEADER CONNECTION OF WALL lING TO 2"X 6" STUBS F,OUNDATION DETAIL P'LATE TO FOUNDATION (EXAMPLE) X- BRACING (EXAMPLE) CONNECTION OF WALL SHEATHING TO WINDOW HEADER (EXAMPLE) PROM. CONT. "COBRA" RIDGE VENT 2-1 3/4" X 14" GP-LAM LVL RIDGE. %'.,1 3/4" X 11-7/8" GP-LAM LVL RIDGE (TYPICAL ALL RIDGE AND HIPS). PROM, "UFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB, FELT, (COLOR T,B.D,) PROM, "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BO'-YOM EDGE OF ROOF UP 2'-0" ¢~YPICAL) ALL ROOF SECTIONS). PROM. 5/5" ACC. PLY. SHEATHING (TYPICAL ALL ROOF AREAS), R - 58 HIGH DENBI~Y FOIL FACE INSULATION, (TYP, ALL AREAS) PROM. 2" × 10" HEADER (T~P. ALL AREAS) PROM. 5/4" X 6" "AZEK" FASCIA ED. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. ED. (T~P. ALL AREAS) 6" WHITE ALUMINUM GU%FER AND LEADERS (T~PICAL ALL AREAS). PROM. CONT. CUT 2~ X 8" SUB FASCIA ¢TYP. ALL AREAS). PROM. CONT. "AZEK" BEAD BOARD EXPOSED WALLS & CEILINGS (TYP.) PROM, ~ PLYWOOD SUB-FLR. ). "SELECT" WOOD FLOORING AT AREAS NOTED ON PLAN, PROM. STRUCTURAL STEEL I-BEAM Wl 2X50 BOLTED TO CTEEL IOLUMN · 1/2" GYP. ED. ALL I I 0I' 8" P. CONC. FOUNDATION WALL FOOTING (CONT.) W/W.W.M IN WALL AND FOOTING. NUGUS 1 "GP - FIBERSTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS. ALL PERIMETER AREAS). PRGV. WATER BARRIER BET~VSEN FOUNDATION WALL & RIM JOIST. PROM. DBL. 2" X 6'~ ACC. SILL PLATE. WITH TERMITE SHIELD FIBROUS INSULATION 2'-0" W X 1'-0" D. P. CONC. FTC. (TYPICAL ALL AREAS). SECTION B-B PROV CONT. 2" X 1 O" BOLTED HEADER(TYPO ~CONCRETECEMENT. W(~NPICALALLE~POSEDAREAS). .6"EXPOSEURE STUD HEADER 2~X6. JACK STUDS CONNECTION OF WINDOW EXTERIOR WALL. SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER. TWO- MEIMBER FLOOR SUPPORq- BEAM CONNECTION OR= FLOOR FRAMING TO SUPPORT BE)AM. SIMPSON LTS12 STRAP WITH (12) 10d X I 1/2" FASTENER INTO FLOOR JOIST AND SUPPORT BEAM BIRDSMOUTH CUT LOW END OF JOIST ONLY (EXAMPLE) CONNECTION OF WALL SHEATHING ~/DS~ TO STUDS AROUND WINDOW HEADER (EXAMPLE) CONNECTION OF FLOOR FRAMING ~DD~ TO SUPPORT BEAM. k, A-5 / (EXAMPLE) ~ ~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL R~VISIO NS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWiNGS/SPECIFICATIONS RIP W/ 3/4" ACC. PLY PROM, EPDM RUBBER ROOFING PROM, 3/4" X4" A.O,Q. SLEEPERS DO NOT NAfL SLEEPERS TO EPDM IRAL TAPERED COLUMN (T'CP. ALL COLUMNS) PROM. "IPE" IRONWOOD DECKING DEL. 2" X 10~' , GIRDER FIN. GRADE GRADE AWAY P, CONC ABOVE 2'-0" W. X 1 '-0" D. P. CONC. FTC. (TYPICAL ALL AREAS). NOTE: G.C. SHALLVERIFYTHAT ' ~EISHT OF THE STRUCTURE SHALL NOT EXCEED 35'-0" AT NOTIFY ARCH. OF ANY CHAN~ES. MIDPOINT OF TOP PITCHED ROOF. OFFICE SET 1 7.11.08 : 00 0 SCALE' 1/4"= 1 '0" DWG. NAME: BUILDING SECTIONS 34' 34' PROV. CONT."COBRA"RIDGE VENT TYPICAL ALL Ri[~GIE AND HIPS), ~.~TOP OF RIOGE ~-TOP OF UPPER WINDOW PROV, "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP. ALL AREAS OVER 15 LB, FELT, (COLOR 'T,S,D, PROV, '~/EATHERWATCH" UiNDER- LAYMENT ALONG ENTIRE BOIJ-OM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS), S" WHITE ALUMINUM GU'IR-EIR AND LEADERS. (TYPICAL ALL ARF~AS), PROV. CONT. "AZEK" BEAD BOARD SOFFIT W/SCREENED 1" VENT (TYPICAL ALL AREAS) IPROV. TIMBERTECH RAILING qANCERAIL" t(TYPICAL ALL RAILS) ¢~'TOP OF SECOND FL, 1'1 ~-TOP OF LOWER WINDOW FIN, GRADE GRADE AWAY EAST ELEVATION PROV. 12" W,"ROUND" FIBERGLAS (~TYP. ALL COLUMNS) PROV, "IPE" IRONWOOD DECKING FIN. GRADE PROV ~4 VINYL LOUVER FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APPROVED LQ, (TYPICAL). ¢~-TOP OF A"FrlC FL. ~-TOP OF UPPER WINDOW i~'18'' ~-TOP OF SECON~D FL. ~'TOP OF LOWER WINDOW 4.¢ ~'TOP OF FIRST FL, (VARIES) PROV. 3/4 x 6Ii "AZEK" FACIA W/1-1/2" CROWN FIN, GRADS GRADE AWAY NORTH ELEVATION 6" WHITE ALUMINUM GU~FER AND LEADERS, (TYPICAl ALL AREAS), PROV. CONT, "AZEK" BEAD BOARD SOFFIT W/SCREENED 1" VENT (TYPICAL ALL AREAS) PROV, 5/4" X 8" "AZEK' CORNER BD, OVER 5/8" AOQ, PL'C~VD, BLOCKING W/CONT, BENT WHITE COIL FLASH, FILL ALL NAIL HOLES AND APPLY 2 PROV, 5/4, x G 1/2" "AZEKI' PICTURE FRAME TRIM (TYP, ALL AREA) PROV. TIMBERTEOH RAILING SYSTEM IIRADIANC ERAIL" PROV. "lPE" IRONWOOD DECKING 6" W, (TYPICAL ALL DECKS), FIN, GRADE GRADE AWAY NOTE: ~G.C. SHALL VERIFY THAT THE HEIIGHT OF THE STRUCTURE SHALL I~,lOT EXCEED 35'-0" AT NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD COJ~DITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, OFFICE SET 7.11 .08 m 0 O0 D SCALE: 1/4" = 1 '0If DWG, NAME: PROPOSED BUILDING EL~ATIONS A-4 f~-TOP OF RIDGE PROV, "LIFETIME" "GAF" ASPHALT . AREAS) OVER 15 LB. ) PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BO~FOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). 34' ~TOP OF A%rlC FL, ,~--~ oP OF L PPER W,NDOW ~'TOP OF SECOND FL, ~;.~TOP OF LOWER WINDOW 9, r (VARIES) 34' ~-TOP OF ATTIC FL, ~u ~TOP OF SECOND FL. 1' ~TOP OF LOWER WINDOW 4'-0" (VARIES) GRADE AWAY FIN GRADE WEST ELEVATION ~L A SOUTH ELEVATION 6" WHITE ALUMINUM GU~q-ER AND LEADERS. (TYPICAL ALL AREAS), PROV. 6" EXPOSURE CEDAR R&R CEDAR SIDING, PROV. 2 CIOATS CLEAR CABOT STAIN W/ IV~ILDICIDE. PARGE W/ CONCRETE CEIMENT, CTYPICAL ALL EXPOSED AREAS). NOTE: C~RACTOR TO NOTIFY THE AF~CHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS, 6" WHITE ALUMINUM GU%FEB AND LEADERS, (TYPICAL ALL AREAS), PROV, I BEAD BOARD SOFFIT W/SCREENED 1" VENT (T~PICAL ALL AREAS) PBOV ' X 8" "AZEK" CORNER DB, h PLYVVD, BLOCKING W/CONT, BENT WHITE COIL FLASH, FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APP. BO. (TYP. ALL AREAS) FIN. GRADE GRADE AWAY PROV, 2" CUSTOM VINYL LOUVER PANELS W/CONT. 3" "AZEK" TRIM. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT OR APPROVED EQ. (T~'PIOAL), OFFICE SET 7.11,08 m DWG. NAME: WEST & SOUTH ELEVATIONS DWG, NO.: A-4.1 GENERAL NOTES 1 FAMILY DETACHED DWELLING ZONE 11B HEATING DAYS_ = 57S0 COINCIDENT WET-BULB TEMP. 73 SUMMER DESIGN DRY-BULB TEMP, = 83 WINTER DESIGN DRY-BULB TEMP, 6 GLAZING "U" FACTOR = 0,45 CEILING "R" VALUE = 0,45 EXTERIOR WALL R VALUE = 0.45 FLOOR "R" VALUE~ = 0.45 TOTAL EXTERIOR WALL SO.FT. = 2,533 SQ.FT, TOTAL WINDOW SQ,FT, = 376 SQ,FT, TOTAL DOOR GLASS AREA = 272 SQ.FT, FENESTRATION AREA = 648 / 2,533 X 100 = 25,6 WWR TOTAL SQ,FT, AREA = 2,690 SQ,FT, MINIMUM EQUIPMENT PERFORMANCE EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM PERFORMANCE OIL-FIRED STEAM AND DOE 10 CFR PART 430 HOT WATER BOILERS SUBPART B, APPENDIX N, AFUE 80%b''d' < 300,000 BTU/H. 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). S, WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 6r-0'' RETURN ON ADJACENT WALLS & CEILING, MANUFACTURED LUMBER RED, 2 LAYERS OF 5/8" FIRE RATED GYPBUM BOARD 4, ALL BATH/TOILET AREA WALLS AND CLG, ADJ. TO WET AREAS TO HAVE WATER RESISTANT GYP, ED,, OR WALL TILE SET ON COHO, ED, OR APP, ED, GENERAL FRAMING NOTES 1. ALL WALLS. 2"X4" AND 2"X5", TO BE STUD GRADE OF BETTER 16" C.C., ALL OTHER FRAMING MATERIAL TO BE ;92 DOUGLAS FIR OR BE~TER, 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESBURE TREATED, 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR, JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 4, PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8L0" O,C, FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS, 5, FLOOR CONSTRUCTION; 3/4" T, & G, PLYVVOOD SUBFLOOR, FINISHED MATERIALTO BE APPLIED OVER SUBFLOOR, GLUE AND SCREW PLYWOOD TO FLOOR JOISTS, 6, ALL WINDOWAND DR, HDRS, TO BE MIN, (2) 2"X10" UNLESS OTHERWISE SPECIFIED. ALL IHT, HDRS. TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED, 7, PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS, 8, ALL BUS, 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 AN D ROOF TO BE SHEATHED WITH 1/2" F~'T, GENERAL ELEVATION NOTES 1 . EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & ROOF VENTS. 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GENERAL PLUMBING NOTES 1, PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY 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 18 RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2, HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENT8 WITH THE EQUIPMENT SUPPLIER. 3. HVAC SUBCONTRACTOR TO PROVIDE 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, 3, NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET, 4, MINIMUM OF E.0 SO, FT, REQUIRED FOR GRADE FLOOR OPENINGS, 5, MIN, NET CLEAR OPENING SILL HT, LOCATED BELOWADJ GROUND ELEV, WINDOW WELL REC. ALLOW FOR DR, OR WINDOW TO BE FULLY OPENED. 6. MIN, OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANQEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS, 9, BARS, GRrLLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE, PERSPECTIVE BUILDING ENVELOPE REQUI REMENT,'R (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA MAXIMUM VIAXlMUI% HEATING DEGREE DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTF WALL R-VALUE ZONE 11B 5750 0,48 R-38 R-21 R-30 R-10 R-9,2 FT R-38 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINI MUM NOTES: DESCRIPTION R-VALUE R-VALUE WALL TYPE I 10" P,OONC, 4' H, R - 10 R - 1(0 8" P,CONC, FNDN, WALL ON TOP OF A CONT, FOOTING. WALL TYPE 2 2"X6" W,D,STUD R - 21 R - 21 2" X 6" WOOD STUD WALL WITH 1/2 CDX PLY WD, WALL TYPE 3 2"X4" W,D,STUD R - 15 R - 16 2" X 4" WOOD STUD WALL WITH 1/2" GYP. ED, ROOF TYPE 2" X 12" DOUG FIR R - 38 R - 3~B GAF TIMBERLINE LIFETIME ROOF SHINGLE, FLOOR TYPE 1 3/4" X 11 7/8" R - 21 R - 2ql I 3/4" X 11 7/8" TGI PRO, 550 F.J. @ 16" C.C. CEILING TYPE I 3/4" X 11 7/8" R- 21 N/R I 3/4" X 11 7/8" TGI PRO, 550 F,J, @ 16" O,C, SLAB 4" P.CONC, R - 9,2 R - 9j2 4" P,CONO,SLAB ON COMP, FILL W/W.W,M, 6 X 6 REINF, CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ~'" SNOW DESIGN WINTER ICE SHIELD FROST LI~E DESIGN UNDERLAy, FLOOD LOAD SPEED (MPH) CATEGORY WEATHERING ,-'~-~ ~;¢-T~ TERMITE DECAY TEMP REQUIRED HAZARD 'OAO BEAR, VALUE OF EXPOSURE SOIL 3,000 PSF  /j MODERATE TO SLIGHTLY TO 45 CATEGORY "B" "B" "SEVERE" 12" FOOTINGS ZONE 11B = 11 ° 120 MPH HEAVY MODERATE YES FLOORS AND FOUNDATIONS DESCRIPTION INSUL. INSUL U-FACTOR OR AREA OR DEPTH R-FACTOR R-FACTOR X PERIMETER = UA BASEMENT WALL 2'-0" R-10 0.56 560 SQ,FT, 314 CRAWLSPAOE WALL 2'-0" R-19 0,56 -- N/A UNHEATED SLAB 4" R-4,5 N/A 1,300 SQ,FT N/A TOTAL PROPOSED "UA" 314 FLOORS, WALLS, AND 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 SO.ET, 403 EXTERIOR WALLS R-21 0.31 2,516 SO.FT. 780 L TOTAL AREA 5,116 SQ.~T. NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3,1 (AMERICAN FOREST & PAPER ASS~OOIATION CONNECTION FASTENING SPACING NO COMMON 1 RAFTER TO TOP PLATE (TOE-NAILED)L~16" O,C, 3 8d PER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST 6 BLOCKING TO RAh I bH (TOE-NAILED) 2-8D FJ~CH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1 SD PER FOOT S TOP PLATE AT IN~ ~HsECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE 10 STUD TO STUD (FACE-NAILED) 2-15iD 24" O,C. 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O,C, ALONG EDGES 12 TOP OR BO''OM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD 13 BOq-rOM PLATE TO FLOOR JOIST, BANDJOIST, END JOIST OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST 15 BRIDGING TO JOIST (TOE-NAILED) 2-SD EACH END 16 ~RIDGING TO JOIST (TOE-NAILED) 2-8D EACH END WALLS, WINDOWS, AND DOORF; DESCRIPTION INSULATION R-VALUE U-FACTOR X AREA -- UA WALL R-21 Uo=0,14 2,616 SO,Fr. 352 WINDOW R~- ,3 / SQ.FT 0,35 454 SQ FT. 158 DOOR N/A 0.35 245 SO,FT. 86 TOTAL AREA 3,215 SO,FT. DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION ZONE ROOF > 30°-40' X 1,58 ROOF > 30"-40° X 1.53 WlNBSPEED 3 23,7 36.3 -30.3 -46.4 120 M/HR DESIGN CRITERIA REF. TABLE 1609.6.2.1 (1) MAIN WINDFOROE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOF ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROOF ¢¢INDWARE LEEWARD WINDWARD LEEWARD END INTERIOR ROOF ROOF ROOF ROOF ZONE ZONE FRANSVERSE 30"<ANGLE < 45° 25,7 17.6 20,4 14.0 9,9 -15,6 120 -- 8,6 -13,4 -11,6 -13.0 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 1 ST, FLOOR 2ND. FLOOR A,3-i'IC: INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 USE SQ,FT, OF LITE/SQ.FT, NET GLAZED VENT/SG,FT, OPENABLE 1 ST. FLOOR 2ND. FLOOR A'I-TIC 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 4,6 BASEMENT WALL a,b, 0,1 CRAWL SPACE WALL 0.06 OFFICE SET 7.11 .08 0 D q q 1/4" = 1 '0" ENERGY CALCU~TIONS A-5 FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION 110 120 OF (FT.) STORIES, REQUIRED CAPACIT~ OF CONNECTION (LBS) 20 206 %* 681 291 681 SILL PLATE TO 24 280~ SSS FOUNDATIONCODES. (CRAWL SPACE 2 28 314 426 OR BASEMENT) 32 368 ,k, 492 36 422 % 561 24 206 "~13 421 291 254 421 WALL BO~FOM PLATE TO 28 260 358 FOUNDATION ~LAB-ON-GRADE 2 32 314 428 422 I 561 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. ~ TABULATED UPLIFT REQUIREMENT8 ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/$ X lS pSF), ~ TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMI~FED TO BE MULTIPLIED BY 0,70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN S FEET OF BUILDING CORNERS, ~ TABU LATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF 0NALLS SHEATHING WITH 7/16" STRUCT, SHEATHING A'~'ACHED W/8D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS), FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED. FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3 3 (AMERICAN FOREST & PA ~ER ASSOCIATION 110 12o SPACING (IN,) (FT.) ~,~,~ REQUIRED CAPACITY OF CONNECTION (LBS) 12 341 %284 280 427 3S9 280 16 421~ I 526 I 20 SOO ~ 626 , 16 24 580 ~,~ ,~ 726 28 660 826 32 740 927 \ 36 820 ~ 1027 U~ CONNECTOR UPLIFT LOAD, L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) ~ TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF (2/3 X 15 PSF), ~'TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMI'~EED TO BE MULTIPLIED BY 0,70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, "TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS, WHEN CALCULATrNG UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMI~I'ED TO BE REDUCED BY 66 PLF (2/8 X 100 PLF) FOR EACH FULL WALL ABOVE. "TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF S8 FEET, FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE PERMIt-ED TO BE MULTIPLIED BY 0.80, 3AFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS =RESCRIPTIVE DESIGN FABLE S,3A ALTERNATIVE TO TABLE 3.3 ~,MERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS RAFTER,/ CEILING JOIST SPACING (IN.) WALL HEIGHT (FT.) FASTEST-MILE WIND SPEED (MPH) 110 I 1,20 MAXIMUM ANCHOR[ BOLT SPACING (IN.) 16 8 3 3 12 10 3 4 HOD BOX NAILS CAN BE SUBSTITUTED FOR 8D COMMON NAILS, ~WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAIL8 IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. ~TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EA, SIDE OF A RAFTER OR CLG, JOIST WHEN PASq'ENED TO A 2 X8 TOP PL UPLIFT STRAP CONNECTION REQ. rROOF-TO-WALL, WALL-TO-WALL AND WALL-TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3.3B ALT. TO TABLE 3,3 (AMERICAN FOREST & PAPER ASSOC. FRAMING SPACING ROOF SPAN (IN.) (FT,) 20 16 24 2S 32 36 U4 = CONNECTOR UPLIFT LOAD. L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) = CONNECTOR SHEAR LOAD,(PARALLEL TO THeE WALL 'TABULATED UPLIFT REQUIREMENTS ASSUME A R(OOF CEILING. D,b 10 P.S F,), IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH ~ND. ~FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER OF NAIILS SHALL BE PERMITTED TO BE REDUCED BY NAIL AT EACH OF THE STRAP FOR EACH FULL WALL ABOVE. SILL OR BO-I-I-OM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 8,2A 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) 90 100 110 I 120 MAXIMUM ANCHOR BOLT SPACING (IN,) FASTEST-MILE WIND SPE~D (MPH) 90 100 110 I '120 MAXIMUM ANCHOR BOL-F SPACING (IN,) SILL PLATE TO FOUNDATION* CRAWL SPACE OR BASEMENT} 2 STORIES ALL~ 23 36 3" 19 2S 63 36 1-3 STORIES WALL PLATE TO FOUNDATION* (SLAB-ON-GRADE) 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 CAPAOfTY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (2?9 PLF), "ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACI~( OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3~ O,C. ('731 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4,4, ~ANOHOR 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 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 8/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEEID (MPH) (MPH) ANCHOR BOLT FOUNDATION SUPPORTING. MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOL~F CONNECTION 8PACING (IN.) SPACING (IN,} SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 1 -S STORIES 72 72 72 72 72 72 72 72 WALL PLATE TO FOUNDATION 1-S STORIES (SLAB-ON-GRADE) 40 33 28 25 51 42 36 32 C~-RACTO R TO NOTIFY THS ARCHITECT OF ~._NY AND ALL SSVISIONS DUETO FELD CONDITIONS, CLIENT, AND OR GENERAL ODNTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, WALL 24" CLEARANCE ~ 21" FRONT OF OPN~LEARANCE 'U TOILET, BATH AND SHOWER SPACED SCALE: 1 '=1/2" I~'"' [--1 5"/-- WALL 21" CLEARANCE ~-- WALL TOILET, BATH AND SHOWER SPACED SCALE: 1'=1/2" ,ii l / ~'1/~8" SLOPE PER 1' PLUMBING RISER DIAGRAM N.T,S. ~ 1/R" SLOPE PER 1' FIRST FLOOR , TO APPROVSD 4 SANITARY SYSTEM ,) OFFICE SET 7.11.08 SCALE: 1/4" = 1 '0" DWG. NAME: PLUMBING RISER DIAGRAM DWG, NO,; A-6