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HomeMy WebLinkAbout35052-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~uRTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34724 I~ate: 12/07/10 THIS U~KTIFIES that the building ADDITION/ALTERATIONS Location of Property: 1025 PINE NECK RD SOUTHOLD (HOUSE NO.) (STREET} (HAMLET) County Tax Map No. 473889 Section 70 Block 5 Lot 35.3 Subdivision Filed Map NO. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 21, 2009 pur~a-t to which Building permit No. 35052-Z dated OCTOBER 6, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING COVERED PORCHES, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #6151, DATED 7/24/10. The certificate is issued to THOMAS C & PATRICIA E NADHERNY (OWNER) of the aforesaid building. SUFFOLK COUNTY DBP~TMENT OF HE~J~TH APPRO~-AL R10-08-0029 ELE~-rKICAL CERTIFICATE NO. pLI~ERS CERTIFICATION DA-r~u 09/15/10 02/03/10 132927C 07/09/10 ANTHONY COOCEO Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35052 Z Date OCTOBER 6, 2009 Permission is hereby granted to: THOMAS C NADHERiqY 11 CRESCENT BEACH DR HUNTINGTON,NY 11743 for : SECOND STORY ADDITION & INT/EXT ALTERATIONS PER APPROVED PLANS AND PLANNING,TRUSTEES#6968,ZBA#6151&NYSDEC AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 070 pursuant to application dated AUGUST Building Inspector to expire on APRIL 1025 PINE NECK RD SOUTHOLD Block 0005 Lot No. ~ ~',~ 21, 2009 and approved by the 6, 2011. Fee $ 877.20 Authorized Signature Rev. 5/8/02 ORIGINAL Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 anpply and sewerage-disposal (8-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. '6. Submit Planuing Board Approval of completed site plan requirements. Bo For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and ,pre-existing" land uses: I. Accurate anrvey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Ocenpancy 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 dwellthg $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 New Coristmction: Location of Property: Date. Old or Pre-existing Building: ,~ (check one) ;o2 - Cz. . House No. S~t H~et Owner or Owners ofProperty: ?/t ~ 4 - Suffolk County Tax Map No 1000, Section Subdivision Permit No..~ Date of Permit./c9/6~/0 r Health Dept. Approval: Block- ~ Filed Map. Applicant: /9~ Underwriters Approval: Lot Lot: Planning Board Approval: Request for: Fee Submitted: $ Temporary Certificate (_AD :5 Final Certificate: [// (check one) Applicant Signature Issue Date 7/9/2010 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 132927C East Patchogue, NewYork 1t772 (631) 286-6642 Issued To: Tom Nadherny Street: 1025 Pine Neck Road Village: Southold Zip: Section: Block: Lot: 11971 Town: Southold Contractor: Island Electric Was examined and found to be in compliance with the National Electrical Code. Lic. # 45394-ME L] commercial ~] NVDefects [] Pool [] lstFIoor [] Indoor Ri Basement ~]HotTub I~(] Residential ~] Det. Garage ~] Attic [] 2nd Floor ~] Outdoor L] Addition [] Survey Switches Receptacles Fixtures GFI Heaters 44 38 26 8 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps 1/20a 1 20 1 30 1 Gas Furnace Oil Gas Circulators Smoke Detector 4 Meter Amps Phase UG/OH Jacuzzi Television 1 200 1 / Ix~ A/C Fans 4 Microwaves Bell Transformer CO Detector Bldg. Permit: Other Equipment i-200 amp Meter Main/ Hugo S. Surdi President Rough ~spe~ction: 03/03/2010 InspeCt/r: /j ,~l~/fi/l~ Mafl~ III ,// Inspector: John McMahon III This certificate must not be altered in any manner, Inspectors may be identified by their credentials, Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. ~ ~ 0 3" O~ (Please print) Plumber: ~o~I C.'wc C~ (Please prat) I certify that the solder used in the water supply system ex)mains less than 2/10 of 1% lead. Swom to before me this ]d '~ dayofxf0f/~l~U , 20/9 Notary Public, ~.~_~-/~/~ County (Plumbers Signature) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631} '/65-1802 Fax (63 ! ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLn CERTIFICATION Building Permit No. owner: ~ ,/0-~ (Pl~e prat) (Pl~e prat) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. .Sworn to before me this day of~ 20 x- Notary Publiq ,~-'O./~J~J/,. County (Plumbers signature) ~. 49~8720 5uffolkCounty . -, ~ Expir~ 9Gin, ember 13, 20 ~'~ ....ANSPECTION [I/]~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FiRE REACTANT PENETRATION · ATE //,~c~--/O ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F~UNDATION 2ND [ ] INSULATION [ ~//FRAMING ~ [ ]FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESA~..,~'IHSFECTIOH [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENE'll~TION REMARKS: ~ ~'/~ DATE ///--~ /O INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECTI T ON [ ] FOUNDATION 1ST [/,-']"ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE ~/~-~//~ INSPECTOR~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~~ STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ DATE 5 --//--/o INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION ~..RRE RESISTANT PENETRATION REMARKS: DATE ''~ --~-/c~ INSPECTOR--.~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU~N [ ] FRAMING / STRAPPING [/,,,~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESIST~UCTI0~I~ [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~//~/f~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~ULATION [ ] FRAMING/STRAPPING [~'~N~~) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETYINSPECTION [ ] F'ln~ n~S~I'ANT CONS'mUCTiON [ REMARKS: DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] I~LATION [ ~/~ FINAL [ ] FIRE SAFETY INSI~ON DATE Oyst:er Dr fhn j ,¢ Archi~ec~vre, P'. C. ~8 W. Main St;. Oyst;er Day, N.Y. I 177 I Tel.: 5 I Q-922-597G Pax: 5 I G-922-6235 hH;?://www.obdrafbn~j .corn August 25, 2010 Town of Southold Department of Buildings Town Hall 53095 Main Road Box 1179 Southold, NY 11971 Att: Mr. Building Inspector Re; Mr. & Mrs. Nadhemy 1025 Pine Neck Road Southold, NY 11971 Permit # 35052. Dear Mr. Building Inspector: This letter is to certify that during the course of this project an inspection was made to certify that all the insulation was installed in accordance with the construction documents submitted and approved by the Town I am certifying that the insulation work performed by Top TK Construction meets all the requirements of the NYS Residential Code and Energy Conservation Code. Please let us know if there is any further information you need..~~ Sincer~ DenniCM ~ ~ INSPECT!0NREPORT DATE I .... COMMENTS FO~A~ON (2~) · ROUGH ~G & STA~ ~R~ CODE TOWN-OF,$OUTHOLD 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 following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Examined Contact: Disapproved ~c ~/~ ] ~ ~ ~ ~ · - "~~ ~ ~ ~ ~ ~[~ ~INSTRUCTIONSI~ ~PLICATION FOR BLDG. DEPt :.T~.~s0[~n Ul ]gT] ~ completely filled in by ~pcwriter or in ink and submi~d to thc Building [nspccto~ with 4 sets oF plans, accurate plot plan to scal~. Fee acco~dJn~ to schedule. b. Plot plan showing location o[ lot and of buildings on premises, ~elafionshJp to adjoining premises or public streets ~rcas, and watc~ays. c. Thc work covered by this application may not be commenced before issuance &Building d. Upon approval of this application, thc ~uilding lnspecto~ will issue ~ Building Pe~Jt to thc applicant. Such a permit shah be kept on thc premises avaJNble ~o~ inspection throughout the work. e. No buildJn~ shall be occupied or used in whole or in paA fo~ any pu~ose what so ever until the Building inspector issues a Ce~J~cate o~ Occupancy. [. Bve~ buJ]dJn~ pc~it sh~ll expire J~the wor~ authorized h~ not commenced within ]2 months issuance or has not been completed within ]8 months from such date. ffno zoning amendments or other regulations affectJn~ thc propc~ have been enacted Jn the interim, the Build~ng Inspector may authorize, in writing, the e~tcnsJon o[the pe~it [or addition six months. Thc~ca~er, a new pe~it shall be ~equJred. APPMCAT]ON IS HB~BY MADB to the Building Depa~ment ~or thc issuance o~ ~uJldJn~ Pe~it pursuant to the BuJldin~ Zone O~din~ce o[ the Town o~ Southold, Su~olk Count, N~w York, ~d othc~ applicable gaws, O~dJn~ccs o~ ~eguNtions, for the construction o~buJldJn~s, additions, or alterations or for removal or demolition ~ herein described. Thc applicant agrees to comply with all applicable laws, o~dinances, building code, ~using code, ~d regulations, and to admit authorized inspectors on premises and in building for necessa~ inspections. / (Signatur~ of applicant or name, ifa co~oration) (Mailthg address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises '~ ;~x (~\ b x ~q ' ~-~.3~a /0,~ Q~t~GZ, IL3Lf (As on the tax roll or latest deed) lf. applicant is a corporation, signature of'duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done:,, House Number Street County Tax Map No. 1000 Section '~7 Subdivision Hamlet Block ~5' Filed Map No, r"- 2. State existing use and occupancy of premises and in[e/nded use and occupancy of proposed construction: a. Existing use and occupancy ?///~- .~,/ ,.,~/r_4/,~...~- b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Addition Alteration Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units garage, number of cars (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. Dimensions of existing structures, if any: Front Rear Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front · ..;.:- Rear -, · Depth. Height. Number of Stories' Dimensions of entire new construction: Front Rear · Depth Height Number of Stories ~ ..... . _', Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES__ NO__Will excess fill be removed from premises? YES__ NO__ 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. ls this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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 9t~ ~ ~ (_ ~ ~, C Fx oO ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He.. is the ~ C-5t~ ,,,.37 ' (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Signature of Applicant Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Brederneyer Town Hall Annex 54375 M~dn 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 # 0552C Date: July 9, 2010 THIS CERTIFIES that the construction of a second-floor addition over existing dwelling, renovate first floor, new windows and siding, gutters to leaders to drywells on dwelling At 1025 Pine Neck Road, Southold, New York Suffolk County Tax Map # 70-5-34 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 3/12/08 pursuant to which Trustees Wetland Permit # 6968 Dated 9/17/08 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a second-floor addition over existing dwelling, renovate first floor, new windows and siding, gutters to leaders to drywells on dwelling The certificate is issued to PATRICIA & THOMAS NADHERNY owner of the aforesaid property. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6968 DATE: SEPTEMBER 17~ 2008 ISSUED TO: PATRICIA & THOMAS NADHERNY PROPERTY ADDRESS: 1025 PINE NECK ROAD, SOUTHOLD SCTM# 70-5-34 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 Sentember 17. 2008. and in consideration of application fee in the sum of $250.00 paid by Patricia & Thomas Nadhemy and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a second-floor addition over the existing dwelling, renovate the first floor, and install new windows and siding, with the condition of a line of staked hay bales with silt fencing is installed prior to construction, the installation of gutters, leaders and drywells to conta'm roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, and as depicted on the site plan dated January 23, 2008, and received on March 12, 2008. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. New York State Department of Environmental Conservation Division of Environmental Permits SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409 Telephone (631) 444-0365 Facsimile (631) 444-0360 ' Alexander B. Grannis Commissioner LETTER OF NON-JURISDICTION Thomas and Patricia Nadhemy 11 Crescent Beach Drive Huntington NY 11743 May 14, 2008 Re: NYSDEC # 1-4738-02229/00007 Pine Neck Road Southold NY SCTM # 1000-70-5-34,35 Dear Applicants: Based on the information your agent submitted, the New York State Department of Environmental Conservation (NYSDEC) has made the following determination. The portion of Lot 34 that is landward of the 10 foot elevation contour line and the portion of Lot 35 that is landward of the 14 foot elevation contour line, as shown on the survey prepared by John T. Metz#er last revised on 3/5/08, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR 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. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. CC: Patricia C. Moore, Esq. Marine Habitat Protection file Ve~ truly you~ //// LauraJ. Scovazzo f Deputy Permit Administrator FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 21, 2008 TO: Patricia & Thomas Nadhemy 11 Crescent Beach Avenue Huntington, NY 11743 Please take notice that your application dated March 12, 2008 For permit for a second story addition to an existing single family dwelling at Location of property: 1025 Pine Neck Road, Southold County Tax Map No. 1000 - Section 70 Block5 Lot 34 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 47,086 square foot lot, in the R-40 District, is not permitted pursuant to Article XXIII Section 280-122, which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single family dwelling notes a single side yard setback of 0 feet. The proposed construction will maintain that setback, which is not permitted pursuant to Article XXIII Section 280-114, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the A-C, R-80, R-120, R-200 and R-400 Districts unless the same conforms to the Bulk Schedule and Parking Schedule incorporated into this chapter with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a minimum single side yard setback of 15 feet. This Notice of Disapproval was based on a survey by John T. Metzger~ LS~ last dated March 5~ 2008. .~PEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 24, 2008 ZBA # 6151 - Patricia and Thomas'Nadherny, Applicants Property Location: 1025 Pine Neck Road, Southold CTM 70-5-34 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 15, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter:community impact. LWRP DETERMINATION: As stated in a May 28, 2008 recommendation of the LWRP Coordinator, the proposed construction, as applied for in this application, is consistent under Chapter 268 of the Town Code and LWRP Policy Standards, and is contingent upon placement and installation of: (1) an adequate non-turf buffer landward from the top of the bluff is placed to ensure protection of the wetland character, quality, values and functions, and (2) gutters, leader and drywells to retain surface runoff. PROPERTY FACTS DESCRIPTION: Applicants own a 1% story single-family home on a 47,086 square foot lot in the R-40 District. The home is comparable to others in the neighborhood. The .property is adjacent to Jockey Creek. BASIS OF APPLICATION: The proposed construction on this 47,086 square foot lot, in the R-40 District, is not permitted pursuant to Article XXIII, Section 280-122, which states: Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement ora non- conforming building containing a conforming ~se, prouided that such action does not create any new non- conformance or an increase the degree of non-conformance with regard to the regulations pertaining to such buildings. The existing family dwelling notes a single side yard setback of zero. The proposed construction will maintain that setback, which is not permitted pursuant to Article XXIII Section 280-114, which states. y 24, 2008 - T. and P. Nadherny, Applicants N.o building or premises shall be used and no building or part thereof shall be erected or altered in ~e, A-C, R-80, R.120, R-200 Districts unless the same conforms to the Bulk Schedule and parking Schedule incorporated into this chapter with the same force and effect if such regulations were set forth herein full. Bulk schedule requires a minimum single yard setback of 15 feet. LWRP: TOWN CODE CHAPTER 268: A May 28, 2008 letter recommending this action be determined Consistent, with conditions to further Policies 5 and 6.3 was submitted to the Board of Appeals under the procedures of Town Code Chapter 268~ The applicants, by their attorney, responded by agreeing to maintain a (non-turf) native vegetative buffer along the creek side of the property to mitigate the affects of water runoff and also to have leaders and gutters on the house to drain into dry wells on the landward side of the dwelling. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on June 26, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants propose to expand the existing 1% stow house into a full two-stow house by re-designing and raising the roofline. The existing second floor will be removed and a new one built with a raised roof line. Also the first-floor renovations will be contained within the existing footprint and setbacks. A new foundation (footings and a poured concrete wall) will be constructed under the existing heated and unheated one-story porches on the easterly side in order to expand the size of the existing kitchen. ADDITIONAL INFORMATION The applicant owns the land on the adjacent vacant lot to the east. Both lots are conforming in size. The environmental conditions on the site will be improved with the addition of gutters, leaders and drywells to contain roof runoff and the existing sanitary system, which is located Iff from the wetlands, will be abandoned and a new system will be installed in the front yard. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. Town Law ~267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The apphcante wish to make changes to their home for more space and an updated appearance. The existing dwelling is set at an angle to the easterly property hne and has a zero side yard setback on the northeast corner that increases toward the southeast end of the house. The westerly side yard setback is 38 feet, as shown on the March 5, 2008 survey prepared by John T. Metzger. The proposed second-stow alterations on the east side will be set back from the existing one story porch roofs, luly 24, 2008 ;151 - T. and P. Nadherny, Applicants 70~5-34 increasing the easterly side yard setbacks on the second floor by +/- 3.4 feet for 15.3 lineal ~eet (to enlarge the proposed master bedroom), and +/- 7.4 for 16.11 lineal feet, as seen on the unidentified front and rear elevations, roof plan and floor plans dated 1-23-08. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicants to pursue, other than an area variance since the first floor is being altered and the existing foundation will be utilized. 3. Town Law ~267-b(3)(b)(3). The variance granted herein with conditions is not substantial. The applicants also own the vacant lot adjacent on the easterly side of the subject property and can therefore increase the existing zero side yard setback at the Northwest corner to reduce the degree of non-conformity by obtaining a lot line change. 4. Town Law §267-b(3)(b)(5). The difficulty has not been self created in so far as the existing house has a non-conforming side yard. 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. 6. Town Law §267: Grant of the requested relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of increasing hving space in their 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 Member Weisman, seconded by Member Oliva, and duly carried, to RESOLVED, to Grant the variance as applied for and shown on applicant's diagrams 1 through 9 dated 1-23-08, subject to the following Conditions: 1) Provide and maintain a minimum 25 foot native vegetative (non turf) buffer along the border of Jockey Creek; and 2) Install leaders and gutters on the dwelling draining into dry wells located on the landward side of the dwelling; and 3) No building permit shall be issued until the applicant applies and obtains from the Southold Town Planning Board a lot line change that will increase the easterly side yard of the proposed renovated dwelling on the subject property to a minimum of 8 feet at the closest point. The above conditions shall be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey sits maps, are not authorized under this application when involving noncorfformities under the zoning code. This action does not authorize or condone any current or future !~ - July 24, 2008 ~ 6151 - T. and P. Nadherny, Applicants ;~[ 70-5-34 .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 Beard reserves the right to substituto 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 Goehrin. g~q~man),/Dtiv~a, D.j~-iz~o, Simon, and Weisman. This eso ution was duly adopted (5-0).__ .~.e~d P. Goehringer. Ct~air~r~n 7/~, /2008 /Approved for Filing TOWN OF SOUTHOLD PilOPERTY RECORD CARD OWNER IMP. STREET /f.~ ~,' RES.LAND~_/~) ~ 1 SEAS. VILLAGE DISTRICT SUB. LOT Tillable 2 Tillable 3 Woodland Swampland Ac re Brushland House Plot Total Value ABOVE Tilloble 1 Value Per Acre BELOW NORMAL Farm NEW AGE BUILDING CONDITIOF M. Bldg. ~'. , ~ *- /3 ~ .~,~2~~'' ~..1~'/ ~oundotion ~}-'t~t~ Both Extension ' ( L ·' / ~ O ~, __Basement ~'~ ~ Fl~rs Extension Fire Piece / ~ Heo~ /' ~" 1~ J'~ q 3, O ~O ;¢. /. "', ~ Porch Attic ~ ' ~ ~orch Rooms 1st Flor Breezeway P~i~ Rooms 2nd Floor Garoge ~. (,x ;~ j: ~ ~ / c-~ ,~,~, Driveway O.B. BUILDING PERMIT EXAMINER CHECKLIST Architect/Engineer: SCTM# 1000- -~) --~ --~ ~ Subdivision: Property Address: j/)o~,~- ~)lt~. ,k_/qf~¢, (~ d Building Permits (Open/Expired): BPS~0 5'~ -Z / C/0 Z-~5'5-~/, Info'~ BP .-Z / C/0 Z- , Info: 9P. -Z / C/0 Z- , Info: Single & Separate Search Required?AzorN Determination: REQ. Lot Size: L/0 O 0 0 ACT. Lot Size: C~'7 q ~O REQ. Front · ACT. Front · REQ Side · ACT. Side REQ. Height ACT. Height *Date Submitted: ~/~/06/O?*Date Reviewed.~/ t//06/O~ Estimated Cost: Zone: ~ L~ Con formiag? ~._ City: ~O ~ot d Pre COs?~7~7 BP __-Z / C/0 Z- , Info: BP__-Z / C/0 Z- , Info: REQ. Lot Coy. ~ ACT. Lot Cov. REQ. Rear.__ PROP. Rear Project Description: Waterfront?er N?..x- I Ifyes, water~ody: ,__) ~ ~fL~_ Panel# _[~Flood Zone:A . Bulkhead/Bluff Distance: sAu;fDoII~IcOoNu n;~ ;~aPIt~O(~-~Ao~SN_ IREfQyeUsI, *~R~BeDd#: ¢*Date:A~?*Permit#:/~&9 ~ T~90,~ ~?Town Septic(~r ~ ~ - If no, certiflcat,on required: Y or N Received: Y or N~.~y: NYS DEC: PR~-m;¢ ~/u:fr N-Date:~"//¢/O~Permit#:[ &/~?g~(~ ~.b~'ay/~etter - Notes: Southold Trustees'~or N- Date: ~ / [~ / OY Permit #: Cq~ ~ or NJ Letter - Notes: SoutholdZBA~orN-Date:~ /'~¢ ~Permit#:_~£~/ Southold Planning~orN-Date: ~ / ?/ 6?Permit#: Town Landmark C of A: Y or N DTE: / / Notes: - Notes: -Notes: ~_~r ~./~/k]~ ~.~-{JA]q~ *NYS CODE Compliance (page 2): Y or N Fee Structure: Foundation: SF First Floor: ~ '~ I SF Second Floor: \V'I _~, SF Other: SF Total: SF Calculation: 2. ( SF)- ( + Initial'Fee: $C2~z_, fro Addition?l Fee ( ): $ _SF)= SF X $ + Initial Fee: $ Additional Fee ( ): $ TOTAL; $ ~-77'~-'~ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Design Temp: 11 ~'~ Ice Shield Underlay: YES ~ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: ~ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: ~ ~.~ ~__~ DESIGN CRITERIA: ENGINEERED/P~ FULL FRAMING DESIGN ELEMENTSf~)/N HEADERS: Y/N WALL STOl)S: YfN CEILING JOISTS: Y/Iq FLOOR JOISTS: LU1M[BER SPECIES AND GRADE: YfN DESIGN LOAD CALCULATIONS~/~I LIVE: Y/N DEAD: YfN SNOW: Y/N SEISMIC: Y/N GLRI)ERS: YfN ROOF IL41~ERS: YfN WIND: Y/N WDqDOW AND DOOR SCHEDULE: MISSLE TEST I/I/I/I/I/I/I/I/I/I~IREMENTS: EGRESS 5.7 S.F/. LIGHT 8% :~/N VENT 4 %: NAILING/CONST~R~U~ON SCHEDULE:~ MEANS OF EGRESS~Clq PLUMBING RISER DIAGRAM~ LOCATION OF FfI~E PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/'N CERTIFICATION: Y/N ENERGY CALCS :~N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) ~o SURVEY OF PROPERTY '~ ~'~*~ A T SOUTHOLD " " TO WN OF, SOUTHOLD SUFFOLK COUNTY, N Y. ( ) I om lomill~r with lhe STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will ~hide by the conditions set forth therein end on permit 1o cofl$1ruct. NOTE: DWELLING- PUBLIC WATER EXISTING CESSPOOLS TO BE REMOVED OR FILLED IN. NEW SEPTIC SYSTEM ( 4 BEDROOMS ~ I - I000 GAL. PRECAST S[PTIC TANK 2 - LEACHING POOLS B'~ ~ 6.5 DEEP WITH 3' SAND COLLAR (SW) 3' ABOVE GROUND WA TER TEST HOLE DA TA ~ McDONALD GE~OSCIENCE ~ ~- 2/07/08 1000-70-05-J4 AREA=47,086 SO. F~. z (VACANT,) ELEVAtiONS REFERENCED TO N G ~D '29 (O~~NGS The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others. ' OF SEC~ON 72090F ~E NEW Y~K STA~ EDUCA~ON LA~ EXCEPT AS PER SEC~ON 7209-SUBDI~SION 2. ALL CER~CA~ONS HEREON ARE VAUD FOR ~IS MAP AND COPIES ~EREOF ONLY IF FL OOD ZONE FROM ~IR~ SAID MAP OR COPIES BEAR ~E IMPRESSED SEAL OF ~E SUR~YOR ~OSE SIGNA ~RE APPEARS HERE~. ;S. LIE NO. 49618 765 - 1797 07-228 A N 50.3' 1000-70--06-34 AREA= 4 7, D86 TO nE UNE 112 1000-70-05-35 AREA=41,306 SO. FT, TO TIE LINE (VACANT) SURVEY OF PROPERTY AT SOUTHOLD TO WN OF SO UTHOLD SUFFOLK COUNTY, N.Y. 1000-70-05--$4 &~ SCALE: 1'=40' DECEMBER 19, 2007 JANU4,.~,v J, 2008 (ADOI~ONS) MARCH 5, 2008 (TOPOGRAPHIC SUR~EY) NOTE: D WE L LING- PUE~L./C P/:47E7(~ E'XISFINC C£SSPO0ZS TO B? REMOVED OR FILL FD IN. pINE NECK RoAD ELEVATIONS REFERENCED TO N.G.~D. '29 (D'~ELLtNC, S V/tT]'-I pUBLIC The locat7on of wells and cesspools shown hereon are from field observo~Mns and or from data ob~otned from others. ANY AL~RATION OR ADDISON TO ~IS SURVEY tS A ~OLATION OF 56CTION 72090F ~E NEW YORK 5FA~ EOUCATIOh~ LAPZ EXCEPT AS PER S[CTION 7209-SUBOIZSION 2. ALL C~Rff~'CATIONS HEREON ARE VA~D FOR ~IS MAP AND COPIES ~EREOF ONLY IF FLOOD ZONE F~OM F/~ SAID MAP OR COPIES SEAR THE IMPRESSED SEAL OF ~E SUR'~YOR ~ J610JC0166 G 5/04/98 ~Z T£. ? F,C~. DATA 'PiCONIt sUR~ (631) 765-5020~) 76 P.O. BOX 909 1230 TRAVELER STREE?I 07- N 'V SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-70-05-$4 & 35 SCALE: 1'--40' DECEMBER 19, 2007 AN. 3~ 2007 SC~PT. B, 2008 (REVISIONSI' OCT.~.~, 2008 (REVISIONS) tO ~Z UNe b ZONING D/STRICT' R 40 NO TE' DWELLING - PUBLIC WA TER EXISTING CESSPOOLS TO BE REMOVED QR FILLED IN NEW SEPTIC SYSTEM [ 4 BEDROOMS I ~ IO00td PRECASF SEPTIC TANK ~ - LEACHING POOLS 8'~l x ~.5' Jeep WITH $' SAND COLLAR (6~1) 5', At~OVE GROUND WA TER  TES 1' HOLE · by McD~d O' EL 18 ~ .~a,~OO~EO) Btux~'[ £11h, v Sa~ 1000-70-'05-.75 P,l. AREA~ ~iI~319' sq. fl. nno TO ~E UNE Coar.~ AREA ~ UPLANDS Z Water In Pale ',., (r[~ ' TOWN OF 1175' +/- EL 'z5 DATE FLO00 FROM FIRM ~ 36103C01~ G 5/0~/98 115.8~' _ ~L~VA~S REFERENCED TO N.G. ~O. '29 The location of wells and c~ls shown here~ from field obser~tions and or fr~ data obtained from others· ANY ~RA~ ~ SEC~ 72~ ~E ~ ~ 5TA~ E~UCA~ LA~ EXCEPT AS PER SEC~ 72~~ 2. ~ CERD~A~S HERE~ ARE V~D F~ SAIO MAP ~ C~IES i ';? i · ' ,~N :KS LIC. NO. 4g6h5 \ P.C. 765- 179 7 0?--228 N SCDHS Ref. # SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. ?000 - 70 - 05 - 34 SCALE: 1" = 40' · MARCH 21, 2008 DEC. 2Z, 2009 fAS BUlL T SEPTIC SYSTEM] ,"'ND. \ ) / 50.3' 1000-70-05-54 ARF_A=4Z, 086 SO. F~. TO 77E UNE O~RHEAD_ -~fRES ~ (VACANT) Ofhcs of Wastewa[~r Management / I ~m fore,let ~ fhe STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE ~C'FA6E DISPOSAL SYSTEMS FOR SIN6LE FAMILY RESIDENCES oM will eNde by Ihe coMilions scl forth tberd~ ~ o~ Ibc perm/t to con$trucl. N 0 TE: DWELLING- PUBLIC WATER EX/STING CESSPOOLS TO BE REMOVED OR FTLLED IN. NEW SEPTIC SYSTEM ( 4 BEDROOMS I ' - I000 GAL. PRECAST SEPTIC TANK 2 -' LEACHING PODLS 8'¢ x 6.5'DEEP 'WITH 3' SAND COLLAR fSW) 3' ABOVE GROUND WA TER ~ ~c~ BoAD WATER) pUBLIC ELEVATIONS REFERENCED TO N.G.V.D. '29 (DWELLINGS WITH The Iocotion of wells end cesspools shown hereon ore from field observofions end or from dote obtoined from others. " ANY ALTERATION OR ADDITION TO THIS SURVEY IS A t40LA?7ON 'OF SEC~70N 72090F THE NEW YORK STATE EDUCAIION LAW, EXCEPT AS PER SECTION 7209-SUBDItRSION 2. ALL CERTIFICAIIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ii TEST HOLE DATA McDONALD CEOSCIENCE 2/07/08 u11U]r~, ' - ~ fpuGLIC wATER P. G 80X 9O9 FLOO~ ZONE F~O~ n~M ZZ~O ~WLm ~ z~ozco~ ~ ~/o~/~ sour~oLo, ~r. ,~z~ 07-228 A' N SCDHS # R10-08-0029 /- BLDG. DEP[ [OWN OF SOUTHOLD ~ 000- 70- 05-~4 ~ AREA.=..47~ IOI sq. fL lO lie L/NE AREA OF UPLANDS - 45,505' sq. lf. 1000- 70-05-35 AREA= :41,$19' sq. ft. TO lie UNE AREA OF UPLANDS "40,011 sq. ft. SURVEY OF PROPERTY AT SOUTHOLD TO WN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-70-05-34 & 35 SCALE: 1%40' DECEMBER 19, 2007 JAN. 3, 200B IADDITIONSI ~-PT. 8, ZOO8 (REVISIONS) GCT. ES, ~008 (REVISIONS] -- Jan. 16, ~009 (REVISION) Feb-.'-6~O09 (PROP. ADD/T/ON] APRIL E7, 2009 ~EC. 30, 2009 ,M~N. 13, ~10 ~REVISIONS) ZONING DISTRICT' R 40 NO TE' DWELLING. - PUBLIC WA TER EXISTING CESSPOOLS TO BE REMOVED OR FILLED NEW ,~EPTIC SYSTEM f 4 BEDROOM5 I - IO00~la! PRECAST SEPTIC TANK ~. - LEACh)lNG POOL~ 8'~'~ " 6.5' d~ep WITH ~' SAND COLLAR (~) 5"' ABO~ 6ROU~ ~A TER Z EL '25 TEST HOLE by McDonald Geoscle.~c,a 2/07/08 O' EL lB ~,'o~v~ Silly Pole Brown SW I~ S~ ~ 1175' ~/- EL 27 92.19' e~ N85~ pINE 26 ~ ELEVA ??ONS REFERENCED TO N.G. V.D. 115.83'. ]~W. cK RoAD DWELLINGS [public water) The location bf ~'ells and cesspools shown hereon ore from field observations and or from data obtained from others· ANY ALH-RATIONtlOR ADD/lION 70 )'HIS SURVEY' I$ A ~ 5[ETLON 720~0F ~E NEW YORK 5TA~ EDUCATION LAW. EXCEPT AS PER ~ECTION 7209-SUBDI~SION 2. ALL CERTInCA~ONS HEREON ARE VAUD F~ ~15 MAP AND COPIES ~EREOF ONLY IF SAID MAP ~ COP/ES BEAR THE IMPRESSED SEAL OF _ ~E ~IGNA ~R~ ~PPEAR~ ~EREON. , ~,-F / /o~ ~.-c-'.:~ EL 25 FLOOD FROM FIRM ~ 36103C0166 G \ x ".::,,x::/',. / P~CONIC (6~1) 765-5020 FAX (6~' 765-1797 P.O. BOX 909 , 12~0 TRAVELEfe S1REETI ~ REScheck Software Version 4.2.2 Compliance Certificate Project Title: Nadherney Residence Energy Cede: 2007 New York Energy Conservation Construction Code Location; Suffolk County, New York Designer/Contractor: Maximum UA: 4.84 Your UA: 4.55 East Wa!i (Ftoi~! Elev): Wood Frame, 15" c.c. 750 !5.0 3.6 39 The proposed buildi~g represet~leg in thi~ document ,~ consistent with the building pians, specifications, and other calculations wilh Ibis permil application. The proposed syslem~ dave been designed to meel lhe 2007 New York Energy Conservation Project Tilie: Nadherney Resider]ce Roped date: Data fder~ame: C:/Program Files\Ct~ack~REScheck\nadhemey.rck Page I of Data fdetlame: C:\Program Files\Check/REScheck~,tladhemey.rck Page 2 of 6 GENERAL NOTES 1) ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, STATE AND FEDERAL CODES, LAWS, ORDINANCES AND REGULATIONS 2) CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL TAXES, UNEMPLOYMENT INSURANCE CONTRIBUTIONS AND OTHER EXPENSES ATTRIBUTABLE TO WAGES OF EMPLOYEES PERFORMING THE WORK. 3) THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS REQUIRED FOR THE EXECUTION AND COMPLETION OF THE WORK. HE SHALL PAY ALL FEES AND COSTS IN CONNECTION THEREWITH AND OBTAIN ALL NECESSARY LETTERS OF OCCUPANCY AND CERTIFICATES OF OCCUPANCY. PERMITS WILL BE OBTAINED BY THE OWNER. A) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY MEASUREMENTS AT THE JOB SITE AND SHALL TAKE ANY AND ALL OTHER MEASUREMENTS NECESSARY TO VERIFY THE DRAWINGS AND PERFORM HIS WORK PROPERLY, ANY DISCREPANCY BETWEEN THE DRAWINGS AND MEASURED DIMENSIONS OF THE EXISTING SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED, SUCH DESCREPANCIES BETWEEN THE DRAWINGS AND THE MEASURED DIMENSIONS SHALL NOT BE THE REASON FOR ANY EXTRA COST OR DELAY IN THE EXECUTION OF THE WORK AND THE WORK SHALL BE PERFORMED AT NO EXTRA COST TO THE OWNER. B) IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 6) A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS SHALL BE KEPT AT THE JOB SITE AT ALL TIMES. 7) THE CONTRACTOR SHALL NOT MAKE, CAUSE TO BE MADE, OR PERMIT A SUBCONTRACTOR OR THE OWNER TO MAKE ANY CHANGE TO WHAT IS SPECIFIED ON THE PLAN WITHOUT SPECIFIC AUTHORIZATION FROM THE ARCHITECT. 8) ALL NEW MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS LATEST PRINTED SPECIFICATIONS AND WITH ALL CODE REQUIREMENTS. 9) AL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE OR MATERIAL DESIGNATION ARE NEW UNLESS OTHERWISE NOTED. 10) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE PRACTICES. CONTRACTOR SHALL COOPERATE TO FACrLITATE JOB SCHEDULING AND COMPLETION. 11) FIELD CONDITIONS SHALL BE VERIFIED BY CONTRACTOR FOR CONFORMANCE WITH THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT IN WRITING. 12) ALL MECHANICAL AND ELECTRICAL WORK SHALL BE liN FULL CONFORMANCE WITH THE N.Y.S UNIFORM FIRE PREVENTION AND BUILDING CODES, AND AL LOCAL ORDINANCES. 15) CONTRACTOR TO OBTAIN FIRE UNDERWRITERS CERTIFICATE FOR THE ELECTRICAL WORK. 14) CONTRACTOR TO OBTAIN BUILDING DEPARTMENT INSPECTIONS FOR CARPENTRY. 15) HEADERS ABOVE ALL DOORS AND WINDOWS TO BE CONSTRUCTED OF (2) 2"x8"' DOUGLAS FIR-LARCH SS & BTR. UNLESS NOTED OTHERWISE. 16) ALL NEW CONCRETE TO HAVE 3,000 P.SJ COMPRES[VE STRENGTH. 17) ALL EARTH BANKS SHALL, WHEN NECESSARY TO PREVENT SLIDING, BE BRACED AGAINST CAVING WITHIN THE WORKINO AREA. THE BOTTOM OF ALL EXCAVATIONS SHALL BE EXACTLY LEVEL, AND ALL FOOTINGS SHALL REST ON SOLID , UNDISTURBED EARTH. ALL RETAINING WALLS TO BE STEEL REINFORCED WITH HORIZONTAL STEEL AND RESIST REQUIRED LOADS. EXCAVATIONS ARE TO BE KEPT FREE FROM STANDING WATER AT ALL TIMES, DO NOT BACKFILL AGAINST FOUNDATION WALL UNLESS WALL(S) IS BRACED AND OR FRAMING IS IN PLACE. CONTRACTOR IS TO COORDINATE TOPS OF CONCRETE WALLS WITH FLOOR FRAMING, ARCHITECTURAL REQUIREMENTS AND FINISHED GRADE. PROVIDE WATERPROOFING AT EXTERIOR FOUNDATION WALL(S) PROVIDE SOIL POISONING FOR PEST CONTROL UNDER ALL CONCRETE FOUNDATIONS AND FLOOR SLABS. PROVIDE FLASHrNG AT ANY AREA WHERE SOIL OR CONCRETE OR MASONRY CONTACTS WOOD FRAMING. COMPLY WITH AL",-. CODES OF NEW ¥ORI,r STAT£ & TOWN CODE AS RE~U/IRED AND CONDITIONS ( C/" SOUTHOLD TOWN ZBA lB) 19) 20) 21) 22) 23) ALL FLITCH PLATES AND WOOD GIRDERS TO BEAR ON SOLID WOOD POSTS ON FOUNDATION WALL AND HAVE SOLID WOOD BLOCKING. 24) PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARTITIONS AND AT HEADERS AND TRIMMERS FOR ALL OPENINGS (UNLESS OTHERWISE NOTED.) 25) PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARTITIONS PARALLEL TO FLOOR JOISTS. 2S) PROVIDE DOUBLE FLOOR JOISTS AT TUB AND BATHROOM AREA. 27) TECO CONNECTIONS (OR EQUAL) REQUIRED FOR ALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS. SOLID BLOCKING REQUIRED. 28) ALL FLOOR AND ROOF SHEATHING SHALL BE A MINIMUM OF 5/4" CDX PLYWOOD. 29) ALL JOISTS AND RAFTERS TO BE BRrDGED AT 8'-0" OC 50) INTERIOR HEARING WALLS TO BE BLOCKE~ AT A'-O' CC 32) ALL WINDOWS, DOORS, SILLS, OPENINGS, ETC. SHALL BE CAULKED AND WEATHERPROOFED. 33) PROVIDE SMOKE DETECTORS AS PER NEW YORK STATE CONSTRUCTION CODE 34) ALL PLUMBING WORK TO BE IN STRICT ACCORDANCE WITH ALL LOCAL TOWN ORDINANCES, 35) NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL WORK IN ACCORDANCE WITH ALL LOCAL CODES. DRAWING LIST A-01 TITLE SHEET, DRAWING LIST. GENERAL NOTES & SITE MAP A-02 EXISTING FLOOR PLAN A-05 FOUNDATION PLAN A-04 NEW FIRST FLOOR PLAN A-05 NEW SECOND FLOOR PLAN A-06 ROOF PLAN A-07 FRONT ELEVATION A-08 REAR ELEVATION A-09 SIDE (SOUTH) ELEVATION A-lO SIDE (NORTH) ELEVATION A-11 BUILDING SECTION A-12 BUILDING SECTIONS A-13 BUILDING SECTION & DETAILS A-14 HURRICANE TIE AND CONNECTOR DETAILS, WINDOW & DOOR SCHEDULES A-15 PLUMBING DIAGRAM & NAILING SCHEDULE A-16 WIND LOAD REQUIREMENTS A-17 HURRICANE TIE DETAILS A-18 GENERAL NOTES , $OUTI~O/B TOWN PLANNING BI ~ SOdl'HOLD, TOWN TRU$IEES ~ N,Y,S. DEC ,5.~ ....... SCALE 1" 60' := OF OCCUPANCY APPROVED AS NOTED OCT 6 2009 BLDG O~PT TOWNOFSOUTHOLD DO NOT PROCEED WITN FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. BUILDING DATA: BASEMENT AREA (EXISTING) CRAWL SPACE AREA (EXISTING) SLAB ON GRADE AREA (EXISTING) SLAB ON GRADE AREA (NEW) 1ST FLOOR AREA (EXISTING) 2ND FLOOR AREA (NEW) GARAGE AREA (EXISTING) DESIGN CRITERIA REFERENCE STANDARD LIVE LOAD DEAD LOAD SNOW LOAD WIND SPEED MAX. DEFLECTION 508 SF 519 SF 92 SF 136 SF 1,371SF 1,172 SF 580 SF RESIDENTIAL CODE OF NEW YORK STATE 40 PSF 10 PSF FEE:..~-')-'~' C~b B'¢.H.NJ~.?.__~ NOTIFY BUILDING L,L'¢ARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOW~NG INSPECTIONS: 1. FOUNDATIOR -lWO REQUIRED FOR POURED CONCRETE 2, ROUGN - FRAMING & PLUMBING TESTING 3 INSULA1 ION 4 FINAl. - CORSTRDCTION MUST BE COMPLETE ~OR CO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE OODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING AL!. PLUMBING WABTI & WATER LINES NEED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ALL CONSTRUC'FIO'~J SHALL MEET THE REQUIBEMENI'S OF THE CODES OF N,::~ \ ~-~r,K, I ATE. July 14, 2007 SM M ' AS NOTED TE PLAN & ,:,wo.o. GENERAL NOTES A 01 21 '-2" Z ___ - ~, DJ Cf') 'T I,, FAUNDRY I I / C/~ 0 ~ 17' -2~ ~. ~ ~o // / .... / / LLI ..... ~ ~_ r~l LO T REF 70"~ n/'%/ \ [KITCHEN] ~ n/ n/ C) '¥' , 4,-11, 13'-o-1' 0 ;: / ~ PC iCH T %</ ~ IBE~ROOMI <( I,I ?-jRxl-czi O0 -- 7 7 7 ~ ~ © n o 7 ¥ -~- ~ -~ -~ I iH~ATF~ ~O~Okl ~ UO I cx 0 , CL 0 O0 ~ .__ _~.~ n/ 0 0 ~ II I i II i -I I . I 12'-0" ~ CL \ 'x 17'-~" 7'-¢" i ' 7'-~ 0" 20'-~" ~ 18'-0,~" 38'_,¢~1'' July 14, 2007 0 EXISTING PLAN ~~// = SCALE: 1/4"=1'-0" I TI?LB. DWG NO: EXISTING FLOOR PLAN A 3'-0" 4'-7" 9'-0" 12'-2" 7'-10" NEW 12"DIA. CONC. PIERS 1'-8'~' DEEP MIN. ACCESS DOOR REMOVE EXISTING ~. D.O.~ / CO~NCRETE PIERS ~ '-' " I I (/) r",,-. I LINE OF DECK AB')VE I I~1 I ~r / ~--NEW POLRED CONCRETE I 5 o I~-// >~REPLACE/ EXTERIOR ~ FOUNDAT ON WALL I F ~: ~PROVIDE 3PENING Z I ~ ~ _ FOR LOU ~ERED VENT ~ 0 I I ,, I 2"x 8" JOISTS F q, c ~ 8'-0" , , II 28'-4~" 16" OC L J ~1 ~1 Z ~ Z F-- .... ~J ~ ~ ~ i EXISTING BASEMENT - PROVIDE OPENING ., < ~ o I ~l~ / FOR LOU/ERED VENT I I ~ 7 I ~ADD 4" DIA STEEL LALLY ~ I_ ~ 0 ~ ~ I ~ /COLU?N WITH 2'-0" x 2'-0" ~ F q 0 Z ~ r T ~ LZ I~1 T ~ J ~24 DP CONC. FOOTING ~ ~ I ~ 11'-0" < I ~ COb TI ~CTOR VERIFY THAT 0 ~ ~ ~ ~ ALL ~ ~DER SUPPORTS PROVIDE 2" (ONC. , 5-42 ARE ~'OUND ~. RAT COAT O~ER ~ ~ 0 ~ ~ ~ ~ EXISTING SOIL E (3: 2"x 8" GIRDE~[ - -- ~ -- . ;X~STINO ~ f k_~q ;- EX[S'ING BRICK PIER--- EXISTING GIRDER I EXISTING STAI~ PROVIDE 2" CCq~',. ~ ~---- ~ ~,o / RAT COAT OVE~ ~ EXISTING SOIL ~l CRAWL SPACE E-- --t ~ ] 7'-2" NEW 4" SLAB ~ SLAB ON GRADE ON GRADE I 2~ '-2" ~ 4" BRICK LEDGE July 14, 2007 ~ FOUNDATION PLAN ' SMM SCALE: 1/4"= f-o" ~~ FOUNDATION ~' PLAN A 29'-0" ~.~ ~--- PORCII RAILIN 3 .~ 3'-x~''~16 6 x 6" P(~RCH POST 5" x ~" STEEL COL~ NEW CEDAR DECK WfTH 1/8" WALL (? I 3/ x 9 1/~" 2.0E ~ Z ~i J~ 10" t ~~- W D _ ~ ~ ~E-O ~iI 7'-7~" ~ ~ 0 ;~ J = -~ k / REMOVE COR~ I% 0 M fl I ---- N .I i I~ ~ /II IMUDROOMI ~CABINET-~' ---~ --- ~ ~ x = ~R~MOVE EX~S~NC ~' g ~ ~'~ I ~ -~ / WINDOWS o [ I I ~ --~ ~ - .... ~ . ]~ J , I ~ I (2) 1 5/4" x 14' 20~DW ' I[1~ ~ ~ 0 ~ [ -- G-p LAM - FLUSH I- i ~'~ CLOSE DOORWA~ I ~111 ~ I % ~ 0 ~[~OCAZ~TUa~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~MOW [X~ST--- ~ r~" ~ ~ ~ ~Z~ ' < 0 D WALL a~ 1% D ~ , o ~ ~1 I~ ~ 5 ~ ,x ~ [~ I __(2) 1 5/4" x 9 1/4" ~ ~ ~,l<xk 2l ~/ REMOVE E~I~TINO GYP BD - 2.0E G-P LAM lEADER ~ ~ A dff/ o z 0 Z /~ xl ~ e ~REPLACE EXISTING BATH/ ~} 1 ~ ........ ~~ S ~ ~ 0 ~ ~- L ~1~ FIXTURES Ah ) T,c '/ I~ ¢--~-~/-~-/~ ~ ~ // , x~ N II ~ ~- 0 ~ f2) ~ 5/~" x 9 ~/¢" / ~ ~ ~ ~ q~REMOVE EXeS 4~ WALL~,~ ~ Z ~ REMOVE ~' ~TIN~ ~ ~j~ ~ / ~ ~ / ~ ~ A i~ ~ ~; ~¢, ~ ~o I , , .... ~ ~REMOVE EXISTING DOOR / SINK ~ V, ., ~ ..... ~E :~~= ~ AND RETR~M OPENING / ~ow ~x~s ~o ~ c~os~ ~o~,.~ 7 - ~X~ST ~¢ ~*S~.~T / i _ ~, ..... WALLS ~ REMOVE EXlCTING~% ~ ~ I ~ ~ STAIR 5" x 4" STEEL COL,~ = 2"x 10" JOISTb I ~ ~ CL[ / ~ ~ x t~m~ ~uu~ ~ ~ ~ ~ i I ~ ~ = ,J .I ~/ --~ II o IUVlNG RO0~ o o ~ ,' --- CLOsETREMOVE WALLsEXISTff ~1 I~ % X - ' ~ =~ ~ ~ ~[ ~ ~l~ ]/]0/0~ ~ - TOS BUILBINe DEPAR~ENT FOR o I I R ~ AN x ~ ~ ~ % ~ /1/og 5 -- TOS BUILDING DEPAR~ENT FOR RENEW 0 H II N~ x ~ I I r ] I o ~ I ~ ~ ~~ -~ DATE C%~t~ ~¢¢i~ ~ SUBMITTED TO, o2 I ~ ~ ~ ~ I I I 1 8'- O~ 7'-1 O" ~v DATE REVISION DESC~P~ION BY 9'-11~' 0'-2" SCALE: 1/4"=1'-0" ~ SMM I(~¢~~ '"*"" ~/4" = 1'-0" "' ' "'~"' '~,~ ~ ~ ~,~' ow~ ~o, NEW 1ST FLOOR PLAN A-04 18'-021" ' 7'-3~" B'-7~" ~'-~¢,". Z ~ -- P" CD ~ 0 , / , co o~ ' 0'-4" I-- q ~) ' I I T I --,~ I ~o © ~ I Z FY' 6'-5" IWALK '~11~ I ~'",% ~ x CLOSET ~ I ,, I ~ ~ ~ ~ ~- P~o ~ ~ ~-PULL DOWN ATTIC CLOSET I I I % x ~ ~ ~l~ ~ ~ ~ ~ I/ STAIRS ABOVE ,.~~ ~ y , ........ ~ D 0 / x ~ 14 -11 I _ ~ (2) ~ 3/4" x ~ 1~ - , -- [: I -~ I 2.0E G-P LAM / 8'-9" I ~ ~ / / 21 '-3" ~ II Io~N/0mc¢~ '--~ ~ '~ I ~ MASTER BEDROOM o~ ~ m ~l~ II ~[o' ~ ~A,~ w,,~ ~ ~ ~ - , o56' HIGH ~ ~ x -,~ ~ ~ ~,o , o , ~ ~ ~ ~ /~1 % ~ o I ~d0 7 x ,,,, ~ ~ ~;,, + ~,-o,, ' 12'-0" //7'-7''%~ / 17' 6'- F/ II x ) ~ ~- , / , , , , 20'-4" ~ I I I I I I ' July 14, 2007 sc~[: ~/~"=~'-o" ~ ~ ~/4" = ~'-0" i ~ I *~*~. ~w~ ~o. I NEW 2ND FLO0[ PLAN A 05 6" RAFTERS 16" OC 16" OC 0 (2) 1 3/4" x 11 7/8" 2.0E LAM I~ID GE 2"x 8" RAFTER~ 16" OC 2"x 10" RAFTERS 12" OC (2) 1 5/4" x 16" 2.0~~ G-P LAM RIDGE 2"x 10" 12" OC 2"x 8" RAFTERS 16" OC ~)ROOF PLAN SCALE: 1/4"=1'-0" 7 fi," i r~ 0 ~ 0 Ld m z pr" z o 0 z ~ I 7 7 8/~/09 S -- TOS BUILDfNg DEPAR~ENT FOR RE~EW DA~ NO OF NO' OF CO~IES SEPIAS SUBMITTED TO' d~ly q4, 2007 = NEW ROOF PLAt EXTEND CHIMNEY AND ~. APPLY NEW BRICK FACE -~- ~ °z III (,/3 ~ = ..... _~._28_'-~ 1~2_"_ I'~ I R }OF PEAK 40 YEAR ARCHITECTURAL ~N, FLASH ROOF I~1 I ASPHALT ROOF SHINGLE-TYP AROUND CHIMNEY ~[~ 0 ROOF PEAK .~ 23'-2 1/8"  ........................... ~ $O~--Mi--D%FO]NT I, I >- 0 12~ T a 0 81 ICE &FRoMWATER SHIELD ( 'YP) <~ 0 I,I .......... E AVE M,N. ............--R~O-F--M~D--~-~-T----/ ---_~ 17'-6" d~/" ~5 7 FINISH CEILING O I -- ~ -- ~ °t~ Ill Z T 0 ~----/z' ~~ ~ ~ la ,', FF __ Z O I,I ................. ~_9'_:-_6"/ 5" CLAPDOA~D GTYLE~ ~o~c N FINISH 2ND FLOOR ~; % VINYL S!DhN6~ i _~,%o_~ 8' 0" -- FINISH C--EI%I~ ~' -- -- ~ ~ ~ o4 b: , ,;~ - -- RAP.;EB PANEl SHUTTERS POI 3H Rt ILINC-- __ ~ ~ ~ - o' o' -- __ __~C~< C ~,/5(]/~ ~ TOS BUlLDIN~ DEP^RTMENT FOR REVIEW I I B" SQUARE PERMAC I :~ I RECESSED PANEL OOLUMNS I ~~ ~,/1/oB ~ TOS BUlL~IN~ DEpARTIdENT FOR REVIEW --~-'--0" I I LINE OF EXISTIND I ........... COPIES SEPIAS AVERAGE ....... EXISTING ~fi-A~-'-~ FI ................................ I~ FOUNDATION BELOW II ---I--~-%4-'% ~--I AVERAGE~- GRADE ~ .................................. i~ , ~L ................................ ~r ......................... J~- ........... ............................................... -- ..................... I I I I I I FRONT ELEVATION SCALE: 1/4"=1'-0" DATE duly 14, 2007 '~ / SMM I,~4-/ '~^"~: 1/4" = 1'-0" // ~'s~?~r-// FRONT ELEVATIOt A 07 I~1 /~EXTEND EXISTING CHIMNEY WITH NEW BRICK FACE ~ /~ 40 YEAR ASPHALT ARCHITECTURAL ROOF SHINGLE ................ ~~2Z-~-~'~ ........... 81 1 ROOF PEAK I~1 ROOF MID-POINT ARD-TYP ~ ~ 0 ..... ~17'-6" ~ 0 .................... ~ ~7~-~" FINISH CEILING FINISH CEILING -- ___ --- ~ //' --' __ ~_ ~ ~ ~_ ~ __-- ~ ~ ~ 5"CLAPBOARD STYLE 0 I~1 ~ ~ ......~ ~ ~= VINYL SIDING ~ 7 0 , '~ ~-- -- ~: ~~ = ~: _, ~9'-~" ............ ~ ...... ~E--3&/ ~ ~ %2 ~ ~ - ~~ -- ~ 2ND FLOOR FINI~ , ,, 2ND FLOOR FINISH ~ 8'~ -- ~ ~ ~: ~ ~ ~: ~~ = ~- __ .............. ............ ~ ....... ~~ ~ ....... ~ ~ u~ ~u~u rua~ FINISH CEILING ~ ..... TRIM ~ ...... ~ [ ~ ~~~ ~% ~ SHUTTERS-TYP ~ ~ ~ ~ ~ ~= ~= ~ ~ ~11 II111 ~ IlliM I~ ~ ~ -' ~ ~ ~ ~% ~% -- ~~ CORNER POSTS ~EC~E~TX~g ......... ~0 [ ~ ~ ~~ 1ST FLOOR FINISH '----~ __ 9/*0/0 3 -- TOS BUILBING BEPAR~ENT FOR .E~EW ............. L ..... ~ 4-a-~==~ a~~ ~~~ /' AVERAGE EXSTNG GRADE AVERAGE EXISTING GRAD: ~ x%[ // ~ ¢ ~J J( A% ~%' ~NEO:O:o:O_oio.o~ I I I %% /~ , ~ I --NEW 12" DI CONC I E ~/~ ~ ~~ ~ ~ 1~ ]~KCONC % _ ~- %)[ ~)~ ~-- -- / ~ FILN Am )b~R I ..... D*TION WALL = ' % I ~CULTERED STONE FACE / FO,N *T, ON . C,,TO, ,** L*TT, WALL AND FOOTING I ~ I A ./W~ AS PER BUI~ING DEPT RENEW ~REAR ELEVATION July 14, 2007 SCALE: 1/4"=1'-0' ~~~~W ~.~,<x~; REAR ELEVATIOB A 08  EXTEND EXISTING CHIMNEY WITH NEW BRICK FACE ~ FASCIA BOARD-T GABLE VENT I'~ (/) h-- /~/~~ ~ ~ 40 YEAR ASPHALT ARCHITECTURAL I~1 ~ I 17' 6" ~ ~ ~ ................... ~_~_ ~ FINISH CEILING Z ~ ~ ~ ~ ~ ~ ~ ~5 CLAPBOARD STYLE Z ~~ ~ ~ ~VlNYL SIDING ~1~1 I~ 2ND FLOOR FINISH 8' 0" ~ % ~5 F~'~ ----~ ~ ~ 0 I~1 ................... ~-~~~ 8'-o" ~ ~ ~ F~NISH CEILING ~~ ........... ~ -- ~ FINISH CEILINO ~ ~ - ~ ~~1 I~ sQU~E ~eC~SSED~ -- -- ~ I I~1 II PANEL PERMACAST ~ ~ ~ ~ ~ ~ COLUMN ~ST FLOOR FrN~SH .............. ~ O&~" ~ ~ ~ 1ST FLOOR FIHISH I o I NEW POURED FOUNDATION -4'-0" ~ I ~ ~ I WALL AND FOOTING ~ ~ r ................................. ~ ...... ~ ~ --4'--0" 6/1/09 ~ -- TOS BUILDING DEPAR~ENT FOR RENEW SIDE (SOUTH) ELEVATION = SIDE ELEVATION GABLE VENT 81 12 LLI I Z I,I >- CD :Z ~ 0 17,_6,, ................. _~ L7'_-_6" ~__~ o I CD Z FINISH CEILING FINISH CEILING ~_8'-0" 1ST FLOOR FINISH ~~ ~/30/0! 3 -- TOS BUILDING DEPARI~ENT FOR REVIEW AVERAGE EXISTING GRADF:~' DATE CNO%]~ S~i~SF SUBMITTED TO: ZZZZZZZZZ II II II NEW POURED FOUNDATION rI ....................... 17 I WALL AND FOOTING k ....................... iJ [ P~V DATE ~EVISION DESCKIPTION BY (~) SIDE ELEVATION o^,~. SCALE: ~/¢=1'-0" July 14, 2007 SCALE. TITLE:DWG NO: ~ SIDE ELEVATION A 10 12" RIDGE ;>'~% - -- --2"x 12" RAFTERS --(2) 2"x 10" VALLEY ///.~ G-P .Al RD(- X RAFTER -- /~ ~'x.~ 12"00 ---- :~--~ ~--] ~--/~/~ 10,, OOSTS_~. ~. -- ...... ~. /- 14" LAM VALLEY RAFTER -- ~ I~1 ~ -- . --R-21 BAIT INSULATION ~ ~ROOF UNDERLAYMENT-TYP I,I -%~ICLOSETI. / ~40-YEAR ASPHALT SHINGLE-TYP NBW 2"x 6" STUO -- ' [DEN/~ F~CE] .,, , ~/ / ...... ~ 0 FRAMING-16"OC ~ ~ ~--5 1/~ ,OAK FLOORING-Th ~ / ~2 x 8 RAFTERS-16 OC , ~ / [---5/4' SUBFLOOR-G .UE ~ SCI(I:WE[ -TY ............. ~ / ~5/8" ~LYWOOD SHEATHING-TYP I I I I VINYL SIDING-TYP-- -- / / vw x o. a.bbb ,--ub~ ~ ~18 MIR ICE ~ WATER SHIELD LYWOOO -- ~1 H~= ~)=lz~~' r~U~H1/4 2'C~2"x 10" JOISTS-16"OC~- Ex,s~,NO Z'x 4" sTu~ ' % ~ll III ~. P LAM FLUSH ~EXlSTINO 2"~ 6" dOISTS%FF== T ~ Oi FRAMING-16"OD ~ ~ IKITCHENI 7 ~ Z ~[XlSII~G 2" x 8" dOISIS ~[W 2"x 8" lc SIS~ I I EXISTING CRAWL SPACE I I ~ ~ I ~ ~ 0 I~1 EXISTING BASEMENT I I ~ I ~ 0 I~l I I I I . ~NEW POURED FOUNDATION I ~ 2"x 10" RAFTERS-16"O~ ~ I I ~ ~EOT, O~ ¢~ ~2"X~lD~12" G~ABL~ 5" MIN. CONC SL~ (~) 2"x 12" OX~ SCALE: 1/4"=1'-0" (2) 1 5/4"x 11 7 / 40-YEAR ASPHAL 12 2"x 8" GABLE 2"x 8" GABLE-- - RIDQE 12 ~/ , 5/8 PLYWOOD ~/ 'X~ RAFTERS RAFTERS 8 ~/~ SHEATHING-TY~_ 2"x 8" OABLE~/ ~ ] ]8"M~N ~C ~/3o/~ ~ TOS BUILDING DEPAR~ENT FOR RENEW ~ WATER - RAFTERS SHIELD a/1/o9 5 TOS BUILDING DEPAR~ENT FOR RENEW R-30 BAIT INSULATION~,_O,1 ~ (2) 2"x ]0" ~ ~ VALLEY (2) 2"x 6" ~~ ~ TOP PLATF DEN FRONT ~ NEW 2"X 6" STUD ~ ~-- ~-- ~ ~ ~ RAFTERS ~ ~ FRAMING-16"OC DEN/OFFICE I DOGHOUSE R-21 BAIT INSULATION~ - ~NEW 2"x 8"-16"C2 : --- 3 1/4" OAK FLOOR ~ ; STUD FRAMING ~ 12  (2) ~ 3/~"~ ~ ~/4'~ 2"~ m" ~ // A ./~*/~ AS PER BUILDING DEPT RENEW ~ ~ , WATER SHIELD-TY~ EXISTIN( 2"x 6" JOISTS ~ -- I ~ F ~V DATE ~V,S,ONDgSC~T[ON BY ~ // (3) 2"x 8" HEAD[~ / / ~ ~ DEN ~ BEDROOM DOGHOUSE :"~ e" OOlSTS-16"oc~ / o I~[ --EXISTING 2"x 4' 1/4" 1' O" VINYL BEAD BOARD~ ~PORC RAILINGI ~ ~ STUD FRAMING ~ SCALE: 1/4"=1 -0" SCALE: ~ 7~J = ~F - = - 8" SQUARE PERMACAST~II~ ~ ~ I rl lllll III1 IIII I NEW MANSONRY PORCH~ / SMM NEW POURED CONC. SLAB--- EXISTINO 2"x 8" GIRDER ~zw ~OURZO ~ORC, - ;) ~/ ZOUNOAT, O~ ~ FOOT,~ ~ ~ ~ SECT[ON ~~ ~~/ BUILDING SCALZ: 1/4"=1'-o" SECTIONS EXTEND EXISTING. -- MASONRY CHIMNEY -'~ ~ f~l 5/4"x 14" 2.0E ~ fROOF40-YEARsHINGLEASPHALT / ?'E,,RID*// 2"X 12" RAFTERS-12"OC ~'-A-/'¢1 GP LAM G ROOF UNDERLAYMENT ~ ~ / ~(2)1 5/4x 14 2.0E / /, 5/8" SHEATHING  ~-P LAM VALLEY RAF~ ' ; ~ ~ 2"x 10" GABLE ~ L- RAFTERS-12"OC 2"x 10" GAB,~E- ~2"x 10" JOISTS-12 OC RAFTERS-12 OC /~G[ JED SCREWED-TYP ] Iii ' ~ ~R-50 MATT INSULATION ICE ~ WATER SHIELD ~ ~ ~ VINYL SIDING 18" MIN AT EAVES ~ ~ [MASTER BEDROOM] CLOSET LIN. 1/2" RIGID INSULATION Ill CL 1/2" SHEATHING ~ ~ 0 NEW 2"x 6" STUD FRAMING ~ . ~3/4" SUBFLOOR GLUED ~ SCREWED-TY' ~ ~(2) 1 3/4"x 14" : E -TYVEC BUILDING PAPER  NEW 3 1/4" OAK FLOORING , /GP LAM FLLSH ~ R-21 MATT INSULATION ~ 0 I~1 ~~ ' :i 7 ~ 7 EXISTING 2"x = ~ 0 7 [UV~NO ~OOMi EXISTING A H T(, 'OhER ~ ~ i Z · EXISTING 2"x 4" STUD FRAMING 0 ill , ~ ~ ~ Z 0 I~1 ~BXlSTIN6 ~"x B" JOISTS EXISTING FOUNDATION E-~-] ~ 1 5/~"x 14" 20E ~ 40-YEAR ASPHALT e/~e/o 5 - TOS BUILDING DEPARNENT FOR RENEW G-¢L~,~ RIDG~ ~ /ROOF SHrNGLE BUILDINQ SECT, ON 2"x 12" RIDGE~ ~40-YEAR ASPHALT 6/1/09 3 -- TOSBUILDINGDEPAR~ENTFORRE~EW 2"X 10" RAFTERS-12 OC ROOF UNDERLAYMENT ~CE a WATER SHIELD 18"~ ICE & WATER SHIELD 18"~ ~ ~" nn~ I ~ 2"x 6" STUD FRAMING- 6'~C */~/~ AS PER BUILDING DEPT RENEW M .BAT (2) 2"x 6" TOP PLATE~ ~1/2" GYP BOABE-TYP (2) 2"x 6" TOP PLATE / c 2"x 6" STUD FRAMING-16"OC ~ ~BV DATE RBV]S[OND~SCR~TION BY I I VINYL SIDING 1/2" GYP BOARD-TYP ' WNYL SIDING ~ 3 1/4" 0~< FLOORIN(, . 1/2" PLYWOOD SHEATH N G R-21 MATT INSULATION ~ & SCREWED 1YP~ 2"x 10" JOISTS-16"OC-- ~ DA?~: July 14, 2007 ' ' SMM sx~s~ =", 6" ao~sTs ~ 1/4" = 1'--0" SECTION AT GABLE DETAIL SECTION SCALE: 1/4"=1'-0" SCALE: ~/4"=~'~" ~ SECTIONS A 1 2 ,E y ~ 2"x 6" COLLAR ~ f~ / TIES-36" OC E c 1/2" GYP BOARD-TYP 5 1/4" OAK fLOORING 3N & SCREWED YP 3C 1 / (2) 1 3/4"x 11 7/8" 2.0E /' G-P LAM RIDGE ~~2"x 10" RAFTERS-16"OC I~) 2"x 8" JOISIS-16 · - . - --NEW 2"x 6" STUD c( [~N W 5 /4" OAK FLO01~I lO FRAMING-16"OC NEW 2"x 4" STUD FRAMING 16"0C--r_ ~,, To MATCH FRAMING BELOW F5 S 3FLOOR Ill I 2"x 6" RAFTERS-16"OC~ ~" '(2) 2"x~ G JLa : SCREWED-TY~ ~ ~ ~ % ~ I ~ 2"~0" JOISTS-16"OC ~ ~ 0 (3) 2"x 8" HDR~ / ~ ~NE ¢ STAIF RAILING T ~ 0 I VINYL BEAD BOARD FFT~ - ' = ~ /~ Il I~ I KITCHEN ~ ~ ~ ~ m 8"x 8" SQUARE PERMACAST-- ~ [I ~11[ I1~ , I ~ ~6"x 6" TURNED WOOD POST PORCH COLUMNS ~ II IIHIIIlilIII~ ~ ~NE OAK STAIR 7 ~ 7 II IIIIIIII I~ q ~ ~NEW CEDAR DECKING ~ 0 II IIII1 /~ 2"x 8" TREATED .. o , ' ~ ~ ~ .............. ~% (~) 2"x 8" TREATED ~ Z 0 ~1 L ~EXiSTING 2"x 8 JOIST: WOOD GIRDER II FOUN A ~ EXISTING GIRDER - 6"x 6" TREATED WOOD POST 0 ~ ~ o ~X,ST, NO F SX~ST, N~ ~ASS~NT S~A~R ~ ~ ..- NZ~ ~ O,A.CONC.~,~, -- ~ 7 W~Y~ S,~,N¢ ~ BUILDING SECTION ~TYVEC BUILDING WRAP 1/2" GYP. BB. ~ ~R-15HD BAIT INSULATION~ SCALE: 1/4"=1'-0" FINISH BASE MOLDING ~. ~ LINE OF FINISH FLOOR~ [ ~ 2"x 4" SHOE PLATE 5/4" PLYWOOD SUBFLOOR~ .... ~Z ~ ~2"x 8" RIM BOARD R-25 BAIT INSULATION s/~/oe 3 -- TOS BUILDING DEPARmENT FOR RENEW ~ ASPHALT ROOF SHINGLES ~ ~o o~ 2"x 8" dOISTS-1 ~"OC ~ -2"x 6" PRESSURE TREATED STUD FRAMING-16"OC 5/8" SHEATHING~ ~ // ~A~g ~o%,~ ~,,.~ SU~M~TTDTO: ~) ICE AND WATER SHIELD ~ 2"x 6" PRESSURE TREATED WD.SILL ~ ~ 1/2" DIA.SS.ANCHOR BOLTS-48"OC FIRST 18" FROM LAVE ~ RAFTER~ ~ ~ )~ ~ / TERMITE SHIELD DRIP EDGE FLASHING x ~/ x ~ ~/ ]~ ~ '~ ~ (2) ~ 5 REBARS AT TOP OF FOUNDATION WALL .~ ~/ ~~ :~ ~FINISH GRADE ~ ~ ULATION A ~/~4/o. AS PER BUILBIN~ BERT RENEW ~1 1/2" RIGID INSULATION ALUM GUTTER ~/ /2 ~ ALUM OR VINYL FAS ~gv DATB ~BVIS[OND~SCA~TION BY ~; ¢ -W*T~.-PROOF FO~N~*T,O. W*LL W,~ 'OR,~ ~¢ '~ // I' ~L~ ~T ,.*,,~T,~. 4" POURED CONC. SLAB ~ " 8"~ - POURED CONC. FOUNDATION WALL VENTED SOFFLT~ ¢ ~ '~ / / / "-,, ~ ~ } ~ 2 1/2" CORNICE MOLDING~ / / ~ -- --2"x6" WALL STUD-16"OC WA,. W,T. ,,L. W,O / ~ ,July 14, 2007 1/2 EXPANSION JOINT"b~ --~ OVERHAN~~ '~=" / 1'-~" ~CO~C~ETE gOOTl"~ W/2 ~5 1 &" = 1'--0" ~ FOUNDATION DETAIL SCAre ¢=1'-o" SECTION SCA~E: 1"=1'-0" ~ ~' ~' ~, SIMPSON STRON C---TI SIMPSON STRDNL 2" 4" TIE MSTA56 __ ~ x STUDS-16" )C { ~ PLYWOOD SIMPSON ST~ PSON STRONG-TIE HI ~E L~4 I ' H2 -Tie RR TYPICAL STUD TO TOP PLATE TO SAWN TYPICAL FLOOR TO FLOOR CONNECTIONS TYPICAL CONNECTIONS FROM STUD LUMBER RAFTER CONNECTION TO BAND JOIST ~ FOUNDATION WALL TYPICAL RAFTER TO RIDGE CONNECTION  S~MPSON H~ Simpson S~rong CONNECTOR - ~B HAN~ER ON STEEL I-BEAM Wl~ SOLID SAWN dOIST (6~ HU HAN~ER ON OLU.AM ~EAM ~TH SOLID SA~ JOIST WINDOW SCHEDULE I MARK I SIZE ROUGH OPENING CLEAR OPENING AREA CLEAR OPENING (SF) TYPE QTY. NOTB: WINDOWS TO BE ANDERSEN 400 SERIES HIGH PERFORMANCE A TW210310 36 1/8" x 48 7/8" 31 7/8" x 20 1/4" 4.48 TILT-WASH DOUBLE-HUNG 4 L0W-E GLASS WITH STANDARD WOOD INTERIOR GRILLE SYSTEM HARDWARE TO BE "CLASSlO" SERIES WITH STANDARD WHITE B TW24310 30 1/8" x 48 7/8" 25 7/8" x 20 1/4" 3.64 TILT-WASH DOUBLE-HUNG 2 FINISH. ALL WlNBOWS TO BE PROVlBED WITH INSECT SCREENS. C TW24210-2 59 15/16" x 36 7/8" 25 7/8" x 14 1/4" 2.56 TILT-WASH COMBINATION 1 D TW24-DHP310310-24 108 1/16" x 48 7/8" 25 7/8" x20 1/4" 3.64 TILTiWASH COMBINATION 1 ~/B0/0~,~ -- TOS BUILDING DEPARTMENT FOR REVIEW 5/1//095 -- TOS BUILDING DEPARTMENT FOR REVIEW E TW3052 38 1/8" x 64 7/8" 33 7/8" x 28 1/4" 6.64 TILT-WASH DOUBLE-HUNG 10 DATE NOOF NO Or COPIESSEPIASSUBMITTED TO: F TW2032 26 1/8" x 40 7/8" 21 7/8" x 16 1/4" 2.47 TILT-WASH DOUBLE-HUNG 5 G TW3046-2 75 15/16" x 56 7/8" 33 7/8" x 24 1/4" 5.70 TILT-WASH COMBINATION 4 H TW3046 38 1/8" x 56 7/8" 33 7/8" x 24 1/4" 5.70 TILT-WASH DOUBLE-HUNG 1 DOOR SCHEDULE MARK SIZE TYPE QTY. NOTES A ~/1,~/o~ AS PER BUILDING DEPT REVIEW I~EV DATE REVISION DESCRIPTION BY 100 1 3/4" x 3'-0" x 6'-8" EXTERIOR DOOR I MANUFACTURER AND STYLE TO BE CHOSEN BY OWNER 101 1 3/4" x 2'-8" x 6'-8" EXTERIOR DOOR 1 MANUFACTURER AND STYLE TO BE CHOSEN BY OWNER SIX-PANEL SOLID CORE MASONITE PREMDOR MOLDED PANEL 102 1 3/8" x 2'-6" x 6'-8" DOOR-SMOOTH FINISH I SOLrD CORE POCKET DOOR 103 5'-0" x 6'-8" CUSTOM EXTERIOR DOOR 1 CUSTOM EXTERIOR TWIN BARN DATE: DOORS-TO SE BU'LT SY CONTRA°TO* d U I y 1 4, 2 0 0 7 164 SIZE TO MATCH EXISTING EXTERIOR DOOR 1 MANUFACTURER AND STYLE TO BE~~O A~/~x~'~ I I CHOSEN BYOWNER I / DVCN BY: S M CUSTOM EXTSRIOR GARN ODOR VI 105 SIZE TO MATCH EXISTING CUSTOM EXTERIOR DOOR 1 TO BE BUILT BY CONTRACTOR SCALE, 201 1 3/8" X 5'-0" X 6'-8" 15-LITE PINE FRENCH 1 JELD-WEN OR EQUAL TWIN NIf'h SCALE 202 1 3/8" x 2'-6" x 6'-8" SIX-PANEL SOLID SORE 5 MASONITE PREMDOR MOLDED PANEL TITLE: DWO NO, DOOR-SMOOTH FINISH SOLID CORE SWING DOOR 203 13/8"x2'-2"x6'-8" SIX-PANELSOLIDCORE MASONITEPREMBORMOLDEDPANEL DETAILS & WINDOW DOOR-SMOOTHFINISH ' SOLIDCORBTWIN2'-0"DOORS & DOOR SCHEDULE /~ 1 ~- I MARK SIZE ROUGH OPENING CLEAR OPENING AREA CLEAR OPENING (SF) TYPE QTY. A TW210310 36 1/8" x 48 7/8" 31 7/8" x 20 1/4" 4.48 TILT-WASH DOUBLE-HUNG 4 B TW24310 30 1/8" x 48 7/8" 25 7/8" x 20 1/4" 3.64 TILT-WASH DOUBLE-HUNG 2 C TW24210-2 59 15/16" x 36 7/8" 25 7/8" x 14 1/4" 2.56 TILT-WASH COMBINATION 1 D TW24~DHP310310-24 108 1/16" x 48 7/8" 25 7/8" x20 1/4" 3.64 TILT-WASH COMBINATION 1 E TW3052 38 1/8" x 64 7/8" 33 7/8" x 28 1/4" 6.64 TILT-WASH DOUBLE-HUNG 10 F TW2032 26 1/8" x 40 7/8" 21 7/8" x 16 1/4" 2.47 TILT-WASH DOUBLE-HUNG 5 G TW3046-2 75 15/16" x 56 7/8" 33 7/8" x 24 1/4" 5.70 TILT-WASH COMBINATION 4 H TW3046 38 1/8" x 56 7/8" 33 7/8" x 24 1/4" 5.70 TILT-WASH DOUBLE-HUNG 1 MARK SIZE TYPE QTY. NOTES 100 1 3/4" x 3'-0" x 6'-8" EXTERIOR DOOR I MANUFACTURER AND STYLE TO BE CHOSEN BY OWNER 101 1 3/4" x 2'-8" X 6'-8" EXTERIOR DOOR 1 MANUFACTURER AND STYLE TO BE CHOSEN BY OWNER SIX-PANEL SOLID CORE MASONITE PREMDOR MOLDED PANEL 102 1 3/8" x 2'-6" x 6'-8" DOOR-SMOOTH FINISH I SOLrD CORE POCKET DOOR 103 5'-0" x 6L8'' CUSTOM EXTERIOR DOOR 1 CUSTOM EXTERIOR TWIN BARN DOORS-TO SE BUILT BY CONTRACTOR 104 SIZE TO MATCH EXISTING EXTERIOR DOOR 1 MANUFACTURER AND STYLE TO BE CHOSEN BY OWNER CUSTOM EXTERIOR BARN DOOR 105 SIZE TO MATCH EXISTING CUSTOM EXTERIOR DOOR 1 TO BE BUILT BY CONTRACTOR 201 1 3/8" x 5'-0" x 6'-8" 15-LITE PINE FRENCH 1 JELD-WEN or EQUAL TWIN DOOR-STAIN FINISH FRENCH SWING DOORS 202 1 3/8" x 2'-6" x 6L8'' SIX-PANEL SOLID CORE 5 MASONITE PREMDOR MOLDED PANEL DOOR-SMOOTH FINISH SOLID CORE SWING DOOR 203 1 3/8" x 2'-2" x 6'-8" SIX-PANEL SOLID CORE MASONITE PREMDOR MOLDED PANEL DOOR-SMOOTH FINISH 1 SOLID CORE TWIN 2'-0" DOORS NAILING SCHEDULE * JOINT DESCRiPTiON COMMON NAILS BOX NAILS NAIL SPACING ROOF FRAMING ii -- 3"[ II1 1/2" WALL FRAMING Z I 1 1 2*' I [ TOp pI.AI~S AT INT~RSeC~O~ (¢AC~-NAILEO) 4-1ed 5-16d ,OINTS- ~ACH SIDE __ ~ ~ .... T , ~ , EXIS~NG SEWER LINE JOiST ~ LEDGER 8RAM TO BEAM (TOE-NAI~O) 3-Sd 3-10d PER J~,T ~ 0 I I I PLUMBING DIAGRAM o z & ~AILI~G SCHEDULE FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE NAILING SCHEDULE * JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING ROOF FRAMING WALL FRAMING FLOOR FRAMING ROOF SHEATHING CEIUNG SHEATHING WALL SHEA~ING AMERICAN WOOD COUNCIL PUBLICATION 1995 ADDITION FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS JOINT DESCRIPTION NUMBER ef NAILS NAiL SPACING AMERICAN FOREST & PAPER ASSOCIATION TYPICAL WALL STUDS~ ~ ~' ~ '.~O~'J{A~I~=J~:~=~--~'~---- ~--~]' Table S.4 Ridge Tension Sfrap ConnecHon Requiremenfs MIN OF (~)1Od BO~ [ Rofter to Top Plot~ (Toe-no'led) (,Be Toble 3.3A) par rofterNAILS EACH END OF ~ ' ~ Top Plmes et Intersecbons (Foce-nolled) +-16d joln~s-eoch side , 16 3 ~ 5 S 316 ~16 525 845 TYPICAL C.J, ~ -- ~/ ~ 32 5 7 : 633 831 1050 ~2el (2) TOP PLAT~~ Bond Joist to Sill or Top Plote (Toe-no[led) 2-16d per fool 32 ~ ~ 5 7 3B6 .0~ .40 ~ UPLIFT CONNECTION - FLOOR TO FLOOR G.~um Wollboord 5d coolera 7' edge /10" field 36 ~ 4 5 ~ 369 479 ~ __ ~. ':' ~ --TYP, (2) CCA SILL PLATE - r, ~, I AMERICAN WOOD COUNCIL PUBLICATION 1995 ADDITION T ble 3.5A Rafter/Ceiling Joisf fo Top Plate L~ferol end She~r Connecfion Requiremenfs (Prescriptive Alternative fo Table 5.5) 9/30/0~ 3 - TBS BU~L~[NG DEPARTNENT FOR REV[E Calling deist (ft.) ;Toe-nailed)required in ,ach ~oCt, AMERICAN WOOD COUNCIL PUBLICATION 1995 ADDITION ~eT°pPla[ec°nne~tlon T~ble ~.9 W~II Sheefhing Affechmenf ~2 s ~o 3 3 3 3 Requiremenfs for Wind Leeds 'a~hlld'wheefuel'nedl~2x6l°pPl~' (TABLE 5.2A AWFCM HIGH WIND EDITION) ~+ ~1~11~1~ el~llel~ SILL OR BOSOM P~TE TO FOUNDATDN ANCHOR BOLT CONNECTIONS RESISTING ~TERAL A SHEAR LOADS Interior Z .... ~:--4~[= 12 6 12 6 12 J~ BRACING WALL PERIMETER MAXIMUM ANCHOR MAXIMUM ANCHOR ANCHOR ~OLT CONNECTION FOUNDATION BDG~ NAIL BPACING (IN,) BOLT SPACIN~ (IN.} BOLT SPACING (IN. TABLE R 702.5.5 GYPSUM BD. ATTACHMENT SUPPORTI~ (1/2" ANCHOR BOLTS} (5/8" ANCHOR BOLTS) OF FRAMINB ~ OF NAILS ~ OF SCREWS . 3 STORY 15" 2~" TABLE R 705.4 SIDING ATTACHMENT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA '~"' ~'"'""""'' "~"a ...... I/~/~ ~) '~ a~ MATERIAL NOM. THE. JOINT TREATMENT ATTACHMENT NUBER/SPACING GROUND Wind SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD for mmm°n n~lll' TITLE. DWGNO: CEDAR SHAKES- ~5 PSF,=o,,u c s[vE,[ ,o"ODE"*"I'LI H'TOHEAW aODERATE ' YeS REQUIREMENTS JOINT DESCRIPTION NUMBER of NAILS NAIL SPACING BRACING WALL PERIMETER MAXIMUM ANCHOR MAXIMUM ANCHOR ANCHOR BOLT CONNECTION FOUNDATION EDGE NAIL SPACING (IN,) BOLT SPACING (IN. BOLT SPACING (IN. SUPPORTING (1/2" ANCHOR BOLTS (5/8" ANCHOR BOLT~ ~ILL PLATE TO FOUNDATION 1 STORY 46" 72" 3BAWL SPACE OR BASEMENT) 2 STORY ALL 23" 36" 3 STORY 15" 23" ALL BOTTOM PLATE TO FOUNDA~ON 1-3 STORIES 3 lg" 28" ~LAB ON GRADE) 6 36" 57" AT CATHEDRAL & ASPHALT ROOF CAP ACQ 2x10 LEDGER BD. VAULTED CEILINGS  INSTALL "SIMPSON" CONTINUOUS COBRA VENTTING OR LQ, ~(2) TYP. TOP PLATE {2) TOP PLATE TV --~, ~~ _~,~¢¢~'- ~ TYP. EON ~0~ wm,.~ ~ ~ ~ ~ SIMPSON STRONG-TI~ X ~ FACE MOUNT TECO LA. ~ 1 1/4"x 20 GUAGE STRAP MiN. TYP. WINDOW HDR -~ GALV. 5/8"x ~" LAG~ ~ ~ REQUIREMENTS SEE TABLE 3,4 PG.~4 BOLTED TO EXIST. BOX BEAM ~ TYPICAL ROOF RAF~R ,, /~~ r ~ SEE PLAN FOR RIDGE SIZE 1 1/~ x 20 GUAGE GALV, TI~ -. 127~N, / TYP ~ dACK ~ KING STUOS CONNECTION - TTP. LEDGER BOARD RIDGE VENTING ~ STRAPING DETAil ~¢P'8~A~I%%~TO~/ NOT TO SCALE NOT TO SCALE ..o. *s R[Q. BY W~NOOW ~ ~ I TYP. WINDOW SILL PLA~ ~ . FASCIA ALUM. CLAD Z 5/8" THRU-BOLTS O.C. TYP. STAGGER ~ 4 ALUMINUM , I I I I (2) 2X10 ACQ. GD~- ~ ~1 ~ VENTED VINYL SOFFIT ,, I BC4 POST CAPS I SEE SECTION BELOW SIX 8d NAILS INTO ~ ~ J ElI II II ACQ 4x4 POST~ ~ __ ONE 8d NAIL INTO - ~.;, ~ CONNECTION - TYP. CDR. & POST DETAIL "C" ~ SOFFIT TYP, SOLE PLATE ~ ~ ~ NOT TO SCALE BC4 POST CAP NOT TO SCALE SIX 8d NAILS TYP.-- ~ ~ . BOX BEAM TWO Bd NAILS LNTO ~ 1 1/4"x 20 GAUGE STRAP WI~ ~ MINIMUM OF THREE 8D NAILS TYP. (2) CCA SSLL PLATE ~' ~ ' ' ~ ~ ',' EA. SIDE OF R.R. AND TWO 2.' ' '~2"" ~ * (2) 1/2" LAGS . . HURRICANE qe ~ H2 BY. FOUNDATION NOTE' STRAP MUST WRAPP UNDER MUD SILL AS PER (WCFM) JHHI~ ]],~'1 IS ALSO ACCEPTABLE UPLIFT CONNECTION ¢ WINDOW OPENINGS (6)16d MAIL TYPICAL (2) TOP PLAT EA. SIDE of 4x4 :.' . NOT TO SCALE ~ SET BOTT. PLATE~ . ' ' FLUSH WITH -- [' "" -- TOP PLATE TYP. ~" EIGHT 8d NAILS INTO HURRICANE TIE ~ N2 BY. 9 1/2" BCI JOIS ~/4" CDX 8 ABOVE GRADE · ' · ' .'. _ TYP. WALL STUD ~sSIMPSONALsO ACCEPTABLE %~ ~~CL~~ ~4" CDX MJN. ~8" BELOW UP LiFT CONNECTION ~ WALL TO ROOF RAFTER ,/30/g, 3 - TBS ,U]L,ZN~ ~EPARTNENT FEB REVZE CONNECTION - TYP. PIER & POS~ NOT TO SCALE LCB44 COLUMN BASE ~TYP~CAL JACK STUD ~ /BY: "SIMPSON STRONG-TfE" B.C.I. CANTILEVER DETAIL ~TYPICAL KING STUD I . ~USE 5/8" A36 THREADED ROD A ~/l*/o~ Ag PER ~UILDIN6 3EPT REVIE~  ~ CRESCENT WASHER EA. END ~EREINFORg~MENT~LL BEP~ MUSToF ~EMATCHTdl ~ /BY: "SIMPSON S~ONG- TIE" N ~TYPICAL (2) 2x4 PLATE INSTALL ~ FACE GRAIN HORIZONTAL ONE SIDE ONLY, FINGER-TIGHT PLUS 1/3 TO 1/2 OR USE 1 1/8" FIBERSTRONG TURN WiTH WRENCH. ALSO WITH RIM BOARD BY. gEO~glA-PACIFIC CONSIDERATION GIVEN TO POSSIBLE FUTURE WODD SHRINKAGE. CARE TO BE TAKEN TO NOT OVER-TORQUE NUT. ~ Cy~DSA HOLDDOWN MFG. DATE' --TYPICAL CCA SILL PLATE HOLDOWN DETAIL ~ TYP. SHEARWALL CORNERS ~sc~: ~ AT 6'-O" FRAME OPEN]NC REQ. HOLUOWNS FLOOR TO FLOOR HOLDOW~ ~ ~ ~ AS NBTED NOT TO SCALE NOT TO SCALE ~,~. ~ Io,~,,; ~ HURRICANE T;E ~ETA~LS ~--~7 GENERAL NOTES CODE REFERENCE NOTES ~ ~.~.~oo.s~.wno. oo~s. PLUmBINg NOTES ~ ~ ~ ~ ENERGY NOTES *~ ~o.~c .o~ ~E. *~ ,~o .~..~ ~.~ NOTE: FOR ENERGY COMPLIANCE SEE ATTACHED ~/3~/0 3 TBS ~U[LD[N6 ~EP~RTHENT FBE REV[E' PRINT OUT BY: REScheck Compliance NO, OF NOOF Conservation ConstrucUon Code GENERAL NBTES A-- 8 GENERAL NOTES 1) ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, STATE AND FEDERAL CODES, LAWS, ORDINANCES AND REGULATIONS -"'e-,., 2) CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL TAXES, UNEMPLOYMENT INSURANCE '¢"~,:0,~ /7.'* ~ L~ CONTRIBUTIONS AND OTHER EXPENSES ATTRIBUTABLE TO WAGES OF EMPLOYEES PERFORMING THE WORK. ~:~,'~.~... ~/~.~ 3) THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS REQUIRED FOR THE EXECUTION AND COMPLETION ~o/"'~ '"'"--fl~'~' "-- ~'~ OF THE WORK. HE SHALL PAY ALL FEES AND COSTS IN CONNECTION THEREWITH AND OBTAIN ALL NECESSARY lb......_*.2:t-.~. T)'-?.~ ,,,.~.,~ '~.,,. -?... Wi '~ _ LETTERS OF OCCUPANCY AND CERTIFICATES OF OCCUPANCY. PERMITS WILL BE OBTAINED BY THE OWNER. 4) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY MEASUREMENTS AT THE JOB SITE AND SHALL TAKE '"~'-'~,~- '~"' ~' ""~. ANY AND ALL OTHER MEASUREMENTS NECESSARY TO VERIFY THE DRAWINGS AND PERFORM HIS WORK PROPERLY. ".~' ~_~,~R~ -- ANY DISCREPANCY BETWEEN THE DRAWINGS AND MEASURED DIMENSIONS OF THE EXISTING SHALL BE BROUGHT --.. .__ ~ TO THE ATTENTION OF THE ARCHITECT. NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. , .... .- . SUCH DESCREPANCIES BETWEEN THE DRAWINGS AND THE MEASURED DIMENSIONS SHALL NOT BE THE REASON ~ L... Z FOR ANY EXTRA COST OR DELAY IN THE EXECUTION OF THE WORK AND THE WORK SHALL BE PERFORMED AT NO ,~ /t~) , ~-- EXTRA COST TO THE OWNER. ! / ~r.~,,~s, I W 6) A5) IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED DIMENSIONS AND CONDITIONSMUSTcopyBE VERIFIED IN THE FIELD. 7(-''''' ~~m*,, / !~ OF THE LA=ST SET OF CONSTRUCTION DRAWINGS SHALL BE KEPT AT THE JOB SITE AT ALL TIMES. 2- 7) THE CONTRACTOR SHALL NOT MAKE, CAUSE TO BE MADE, OR PERMIT A SUBCONTRACTOR OR THE OWNER TO MAKE ~a~ II I I ANY CHANGE TO WHAT IS SPECIFIED ON THE PLAN WITHOUT SPECIFIC AUTHORIZATION PROM THE ARCHITECT. . 8) ALL NEW MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS LATEST PRINTED ~ L~ SPECIFICATIONS AND WITH ALL CODE REQUIREMENTS. ~/ (~) ~/"~"~"~--..~¢.~r.~..e*~.~._ ~ OTHERWISE NOTED. FF © 10) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE PRACTICES. CONTRACTOR SHALL ~/ (.~ COOPERATE TO FACILITATE JOB SCHEDULING AND COMPLETION. , .- II I 11) FIELD CONDITIONS SHALL BE VERIFIED BY CONTRACTOR FOR CONFORMANCE WITH THE DRAWINGS. ANY ~ -I- 0 DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT IN WRITING. ~ ~ ~ I PREVENTION AND BUILDING CODES, AND AL LOCAL ORDINANCES. ~! 7 71~1 7 13) CONTRACTOR TO OBTAIN FIRE UNDERWRITERS CERTIFICATE FOR THE ELECTRICAL WORK. --=.,' ZONIN~BIS~ICT: 14) CONTRACTOR TO OBTAIN BUILDING DEPARTMENT INSPECTIONS FOR CARPENTRY. 15) HEADERS ABOVE ALL DOORS AND WINDOWS TO BE CONSTRUCTED OF (2) 2"xB"' DOUGLAS FIR-LARCH D~LI_IS~-PUBUC SS & BTR. UNLESS NOTED OTHERWISE.,., \ i ~ ~?..T/ 16) ALL NEW CONCRETE TO HAVE 5,000 P.S.I. COMPRESIVE STRENGTH. . NEW SEPTIC %.~ ii ~'~ ~' 1 - 1000 QALPRECASTSEP~¢ TANK 17) ALL EARTH BANKS SHALL, WHEN NECESSARY TO PREVENT SLIDING, BE BRACED AGAINST CAVING WITHIN THE ~ i 2- LEAOHINB POOLS 8'¢ x 6.~' DEEP LLI ~-- 0 WORKING AREA. THE BOTTOM OF ALL EXCAVATIONS SHALL BE EXACTLY LEVEL, AND ALL FOOTINGS SHALL REST ~ 3' SAND COLLAR ($~)~' ABOVE '~ I -- ON SOLID , UNDISTURBED EARTH. ALL RETAINING WALLS TO BE STEEL REINFORCED WITH HORIZONTAL STEEL ~ ~:~ ~i \,N GROUND WA~R L~ AND RESIST REQUIRED LOADS. EXCAVATIONS ARE TO BE KEPT FREE FROM STANDING WATER AT ALL TIMES. '~ ~t "l /\ 0 18) DO NOT SAdKFILL AGAINST FOUNDATION WALL UNLESS WALL(S) IS BRACED AND OR FRAMING IS IN PLACE. ~S~1~?-¢-~ ~~~Tjij~_S~F5~ '~ t ~ i% 0 0 LL] 19) CONTRACTOR IS TO COORDINATE TOPS OF CONCRETE WALLS WITH FLOOR FRAMING, ARCHITECTURAL REQUIREMENTS F/ (.~ AND FINISHED GRADE. \~ I TO ~E UN[ 20) PROVIDE WATERPROOFING AT EXTERIOR FOUNDATION WALL(S) = ~,~,~OS SF ~ [ AREA OF UPLANDS 21) PROVIDE SOIL POISONING FOR PEST CONTROL UNDER ALL CONCRETE FOUNDATIONS AND FLOOR SLABS. \ 22) PROVIDE FLASHING AT ANY AREA WHERE SOIL OR CONCRETE OR MASONRY CONTACTS WOOD FRAMING. ', 23) ALL FLITCH PLATES AND WOOD GIRDERS TO BEAR ON SOLID WOOD POSTS ON FOUNDATION WALL AND ~' HAVE SOLID WOOD BLOCKING. ~! 24) PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARTITIONS AND AT HEADERS AND TRIMMERS FOR ALL OPENINGS (UNLESS OTHERWISE NOTED.) 25) PRO'ViDE DOUBLE FLOOR JOISTS UNDER ALL PARTITIONS PARALLEL TO FLOOR JOISTS, ~ ~ 26) PROVIDE DOUBLE FLOOR JOISTS AT TUB AND BATHROOM AREA. 27) TECO CONNECTIONS (OR EQUAL) REQUIRED FOR ALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS. piNE NECK f~OAD ~/~/1( ~ AS BUILT CHANGES IN FIELD SOLID BLOCKING REQUIRED. ~/~o/o 3 TOS BUILDING DEPARTMENT FOR REVIEW 28) ALL FLOOR AND ROOF SHEATHING SHALL BE A MINIMUM OF 5/4" CDX PLYWOOD. 29) ALL JOISTS AND RAFTERS TO BE BRIDGED AT 8'-0" OC ~ SI TE PLAN ,x,/o,, `3 To, "UILD,.¢ GEPAR=ENT FOR,EviEW 30) INTERIOR BEARING WALLS TO BE BLOCKED AT A'-O" OC SCALE: 1"----60' DATE SUBMITTEOTO. .31) PROVIDE SOLID BLOCKING BETWEEN POSTS AND THEIR SUPPORTS .32) ALL WINDOWS, DOORS, SILLS, OPENINGS, ETC. SHALL BE CAULKED AND WEATHERPROOFED. .3.3) PROVrDE SMOKE DETECTORS AS PER NEW YORK STATE CONSTRUCTION CODE .34) ALL PLUMBING WORK TO BE IN STRICT ACCORDANCE WITH ALL LOCAL TOWN ORDINANCES, 55) NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL WORK IN ACCORDANCE WITH ALL LOCAL CODES. DRAWING LIST A-01 TITLE SHEET, DRAWING LIST, GENERAL NOTES & SITE MAP A ~/14/og AS PER BUILDING BEPT REVIEW SMD A-02 EXISTING FLOOR PLAN P. Bv DATE REVISION DESCRIPTION BY A--O`3 FOUNDATION PLAN A-04 NEW FIRST FLOOR PLAN BUILDING DATA: BASEMENT AREA (EXISTING~) 508 SF A-05 NEW SECOND FLOOR PLAN CRAWL SPACE AREA (EXISTING) 519 SF A-06 ROOF PLAN SLAB ON GRADE AREA (EXIISTING) 92 SF A-07 FRONT ELEVATION SLAB ON GRADE AREA (NE:W) 156 SF A-08 REAR ELEVATION 1ST FLOOR AREA (EXISTING) 1,371 SF DAlb: A-og SIDE (SOUTH) ELEVATION 2ND FLOOR AREA (NEW) 1,172 SF ~ July14,2007 A-lO SIDE (NORTH) ELEVATION GARAGE AREA (EXISTING) 580 SF A-11 BUILDING SECTION A-12 BUILDING SECTIONS DESIGN CRITERIA SMM A-13 BUILDING SECTION & DETAILS REFERENCE STANDARD RESrBENTIAL CODE OF NEW YORK STATE ' ~CALE: LIVE LOAD 40 PSF i A-14 HURRICANE TrE AND CONNECTOR DETAILS, WINDOW & DOOR SCHEDULES DEAD LOAD 10 PSF,,,,.,.,,,,.,-~ ~, , AS NOTED A-15 PLUMBING DIAGRAM & NAILING SCHEDULE SNOW LOAD ~ A-16 WIND LOAD REQUIREMENTS WIND SPEED~ ~ TITLE: BWGNO: A-17 HURRICANE TIE DETAILS MAX. DEFLECTION SITE PLAN & A-18 GENERAL NOTES GENERAL NOTES A-- 01 A-01 TITLE SHEET, DRAWING LIST, GENERAL NOTES & SITE MAP A-02 EXISTING FLOOR PLAN A-O.3 FOUNDATION PLAN A-04 NEW FIRST FLOOR PLAN A-05 NEW SECOND FLOOR PLAN A-D6 ROOF PLAN A-07 FRONT ELEVATION A-08 REAR ELEVATION A-og SIDE (SOUTH) ELEVATION A-lO SIDE (NORTH) ELEVATION A-11 BUILDING SECTION A-12 BUILDING SECTIONS A-13 BUILDING SECTION & DETAILS A-14 HURRICANE TrE AND CONNECTOR DETAILS, WINDOW & DOOR SCHEDULES A-15 PLUMBING DIAGRAM & NAILING SCHEDULE A-16 WIND LOAD REQUIREMENTS A-17 HURRICANE TIE DETAILS A-18 GENERAL NOTES 21'-2" ! P£ RCH T 'w" I F [HEATED PORCFl ~ ~ ~-- -- ~ q - i/~/1C 5 -- PER AS BUILT FIELD CONDmONS ~/30/0! ~ -- TOS BUILDING DEPAR~tENT FOR RE'VlEW 3/1/09 ,~ -- TOS 8UILBING DEPARTMENT FOR REV1EW 20'_4" I DATE ND OF NO,OF 7'-10" I 18'-0~" EXISTING PLAN /' SMM EXISTING FLOOR PLAN A 02 ~- 3'- 0" ¢'-7" ~- 9'-0" ; 12'-2" 7'-10" ~ O DEEP MIN. ACCESS DOOR , --REMOVE EXISTING C/) D.O.,~, CONCRE~'E PIERS r"h ,:-- I --0-- ' ~ , -'- '- -- r- 0 ,. I I ~,,_' j. Cf) Ob LrNE OF DECK AB )VE d ~- / ~--NEW ROL RED CONCRETE I co / REPLACE EXTERIOR o~ FOUNDA]ION WALL ~ I ~ o _~/ -~'~' DOOR I I I oo ~ .- r ~- --PROWGE OPENING Z FY ~ II ~× ',:o L L J .~_ FOR LOU .'ERED VENT FY 0 I I L ,,, 8,, T o 0 , r , i ..... Z '~-- n <C I 2"x 8" JOISTS F ~,, o LO <~ 0 a'-o" , , ~ 2s'-~' ~¢ oc L] -~ ~ 7 ~ Ld I EXISTING BASEMENT - PROVIDE OPENING .. ~) F~l r'-,,,- O c I ,-ic4 I ~ FOR LOU /ERED VENT I I < r-. · ~- a_ 7 I r Q) 0 7 /~ADD ,¢" DIA STEEL LALLY I /COLUMN Wire 2'-0" x 2'-0" ~ r-'L 7 ~ ~ I I .¢" DP CONC. FOOTING L_ J I~1 T 0 <: I ,- --CON TF ACTOR VERIFY THAT 0 ~ r.r' --~ ~ ALL G RDER SUPPORTS PROVIDE 2" C 3NC. ARE ~cOUND // , RAT COAT OV iR FY 0 Ill ~ ~-¢2 F:'I- [] [] EXrST~NG SOrL EL ~ CS) Or) II E (,5; 2'~'x 8': .GIRDEI EI '- r I ~'-- ---~ ~ ___,. --'- '.. iXISTING .- L_ ~ /~ ~---AD~, POST TO SU ', OPT EXlS NO .RICK PIER--~':' SUP~ 3RTING GIRDER--' Ii I EXISTING GIRDER I ~-IEXISTING STAI~ --PROVIDE 2" CO 4(. .i~ ~ ~ ~ J RAT COAT OVEI', uJ '~ ~ EXISTING SOIL CRAWL SPACE F- , ? ~j Ii ~/~/1£ ~ -- PER AS BUILT RELB CONDI'IIONS 7'-2" ~/Bo/oI 3 -- TOS BUILDING DEPARTMENT FOR REVlEW 0o NEW 4" SLAB ~o SLAB ON GRADE I i ON GRABE to I :1 ~- % N--NEW POURED CONCRETE A ,/1~,/O~ AS PER BUILDING DEPT REVIEW FOUNDATION WALL ~EV DATE REVISION D~SCR[PT[ON 21 '--2" ~4" BRICK LEDGE d~17 ~4, 2007 . SMM FOUNDATION PLAN t B,::,~E: /'¢" 0" SCALE: 1/.¢"=1'-0" 1 ~ 1 FOUNDATION PLAN A Y RAILIN 6" P( ~CH POST [W CEDAR DECK (2) 1 ;/~x 9 7'-10" W REMOVE SINK & REMOVE EXIS' WALLS ~G CLOSE DOOR' RELOCATE REMOVE WALL x 9 --CLOSE DC REMOVE ATTIC 0 ~ iSiTTiNG ROOMI CL (D 0 I× REMOVE EXIS' CLOSET WALLS __ (~_5). 2"x 3" HDR 2'-6 3'-0" 2'-6, E~ -- ' (5~) 2"~x 8" HDR__ 20'-4" 29'-0" 1/4" 2.0E X 4" D IMUDROOMI REMOVE CORN CABINET REMOVE EXISTIh / WINDOWS STAIR EXISTING FIXTURES Ah FING GYP BD BRICK BELOW REMOVE EXIS _(2) 1 31%_' ~%~/4" 2.0E G-P LAM MOVE EXISTING DOOR AND RETRIM OPENING TING BASEMENT 3" x 4" STEEL COL. 10" JOISTS WITH 1/8" WALL -- 16" OC ~16 18'-oj 7'-10" (~) FIRST FLOOR PLAN SCALE: 1/~"~1'-0" NG WALL~ 3E EXISTING WALLS AT THIS LOCATION - 2" x 4" STUD FRAMING 16" OC -(2) 1 514" x 9 1/4" 2,0E G-P LAM rEADER I,I 7 Z i G 7 ~ Z 0 0 I~1 ~ i 0 July 1~, 2007 SMM = NEW 1ST FLOOR PLAN I I -~% ~ ~ ~ ~ ~1 ~ ~-PULL DOWN ATTIC CLOSET ~ ~ I ~ I ,~ MASTER BEDROOM ~ o ~ /~ / I N ~ 6/,/os 3 TOS BUILDING DEPAR~ENT FOR RENEW VESTIBULE { _~ XJ~ i I WALL BELOW ~ ~ ~ ~ ~ I A a/M/o. AS PER bUl~lNg DEPT RENEW SMG July 14, 2007 ~ SECOND FLOOR PLAN NEW 2ND FLO0 PLAN A I 2"x 10" RAFTERS '~ c: I I I I ~ 2"x 8" RAFT 7S ' I I I I 2"x 8" RAFTERS I ~ ~ 0 I ~ 16" 0~' I 16" ~ - <~ ~ ~ ~ 0c I (2) 1 3/4" x 11 7/8" 2.0E G-P LAM ~IDGZ ~ ~ I ~ ~ 0 ~ ~ o r ~ %~ ~ ~ ~/~/1' 3 -- PER AS BUILT FIE~ CONDI~ONS b ....... ,, + m )/3o/c ~ - TOS BUI~ING DEPAR~ENT FOR RENEW m ~ · ~ ..... J 6/1/og ~ TOS BUILDING DEPAR~ENT FOR RENEW ~ I I ~ 2"x 10" < o I x RAFTERS ~ ~ o I ~ 1~" OC I  x L ............................ ~ROOF PLAN ~ du~y 14, 2007  TITLE; DWG NO NEW ROOF PLAt A-06 EXTEND CHIMNEY AND ~ APPLY NEW BRICK FACE~ (.~ ~ ' ' I R ~OF PEAK ~ 0 40 YEAR ARCHITECTURAL ~ ~ FLASH ROOF . , ASPHALT ROOF SHINGLE-TYP AROUND CHIMNEY~ ~ ~ 81 ~2 . R,~OF MID-POINT ~ ICE · WATER SHIELD ~ ~ 0 o T _ o z ~ -~ .RAIl ED PANEl SHUTTERS ~ ' FIhlSH 1ST FLOOR ~ ~/~/16 5 -- PER AS BUILT FIELD 60NBIqONS ~ I ]/~O/e~ ~ -- TOS BUI~IN8 BEPAR~ENT FOR RENEW ~ I RECESSED PANEL COLUMNS I I i LINE OF EXlSTINO I ~ ~/1/oe 5 -- TOS BUILDING BEPAR~ENT FOR AVERAGE EXISTING ~' ~.-4'-0" r~ ................................. I~ FOUNDATION BELOW I ---I-~~ .oo~ bj i~ I I AVERAGE GRADE I I I I I ~ F~ONT ELEVATION July 14, 2007 ~ FRONT ELEVATIOb A 07 -EXTEND EXISTING CHIMNEY LLJ WITH NEW BRICK FACE c z ~~ Ld -0 YEAR ASPHALT ARCHITECTURAL ROOF SHINGLE ..................... ¢_2 2_'=6_ ~_8"_ ] .... al .............. ~----" Pr' 0 ROOF MID-POINT ..... ROOF PEAK 'ARD-TYP I~ I ~- cD <~ © Ld CD .................... ~_ L7'_-_6" Z GE 7 FINISH CEILING ~17'-6" __ FINISH CEILING ,%,/ . 0 ~ ,[--~- J~ ~ ~Z Z .... ~'~ ~ ZZ ~.~ : - -- --5 CLAPBOARD STYLE 0 I~ I .~ '", / .... ] ]Z] ]--%~- ] Z] ~~ VINYL SIDING 7 ] cD .......... ~ ....... _~_~6] -- ~] -~ ~--- - - ~-- ~' ~- (/) 2ND FLOOR FINISH . =~ ~ .... ~ --~~ -- ~~ .I 9,_~,, r~ FINISH CEILING ~~ ~ ~: :~ ~:~ -- ~ ~1'~~ 8'-0" ~ ~ ~ ~ ~: ~ ~ ~ ~IWI~I~ ~ ~-~AmED PANEL = =: % ~ ~ ~ ~- ~ ~~ ~ ~ ~ ~ ~ ~/2 WNYL ..................... ~E%' ]~~ ] %~ ~ ~~BB~BH HHHHHHH ~HHHHH~~ ~-~- ~~ ~E~2fiDLt CONC l - ; ~ ~~ ......... ~! ....... ~ ..... q rou.~,T~O, w*~ m : k r ................. ~---~ ~-~ ..... ~ ..... ] c ~ ~ CULTERED STONE FACE NEW POURED FOUNDATION I Iz ~COSTOM BARN DOORS 112% %~ ~¢T~C~ WALL AND FOOTING I ~ ~ O REAR ELEVATION July 14, 2007 SCALE: 1/4"=1'-0" ~ / SMM ~: /4" = 0" 1 1'- REAR ELEVATION A _EXTEND EXISTING CHIMNEY =- WITH NEW BRICK FACE (.-)1~1 ~c~ FASCIA BOARD-T CABLE VENT I'--. 0 ~/,~.--"~~ 1~2 8 /-----4-0 YEAR ASPHALT ARCHITECTURAL II GLE j T F"/ 0 ................... FINISH CEILING FINISH CEILING --4 ~ <~ 0 II J -- 7 FY' Z 0 3 1/2" WNYL ¥ E3 I'~ CORNER POSTS c 1_2: (D __j -- - I ill 0 7 ~ © 7 ~:> - S"CLAPBOARD STYLE Ld Z: 0 q ~ VINYL SIDING ................... ~_9_'=6" 2ND FLOOR FINISH ~ ~ ..~ 2ND FLOOR FIN%~~'--~ (~' 70 LLI ................... _~_ 8_'z_oZ ............ ~__~ B'-O" FINISH CEILING .-- FINISH CEILING - E -+ --- ' __ __ __ ~ ~ ~ I --8" SQUARE RECESSED"c ~ ~ PANEL PERMACAST ==- -- F COLUMN ~c ................... _~_ o_':_o'_' -- _ ........... o'-o" 1ST FLOOR FINISH --- 1ST FLOOR FINISH '---~ I 'c I NEW POURED FOUNDATION 9/30/(] ~ TOS BUILDING DEPARTMENT FOR REVIEW I Iz I ' " i I ~: ~ I WALL AND FOOTING -4'-0' 6/1/og 3 TOS BUILDINB DEPARTMENT FOB REVIEW ................... _~. _- 4_':_OL _ _ _ J~ m~ .......................... L,- ........ L, ~ GRADF:~- co.~s AVERAGE EXISTING GRADE I I. L~ ........................... ]- .......... ~_ ........... j AVERAGE EXISTING DATE SUBMITTEDTO: NEW 12" DIA CONC I PIER AT PORCH POSTSI I~ ~ I I' LINE OF EXISTING I I FOUNDATION WALL )_%~_- ........ ~ ........................... ~) SIDE (SOUTH) ELEVATION SCALE: 1/~"=~'-0" July 14, 2007  ~'~¥' SMM 1/4" = SIDE ELEVATION A OCJ Ld 8112 ~ Z('-) ['~ GABLE VENT ~1~ I~- ~E--L~N ~ ........... ~ LY'_- 6" PcAoLNuE~?ERMAOAST [ ~' = ~ ~ ~ ~ ~ ~ [~ r~ ~ ~ 7 KW bJ >- (D HZ r-~ 0 FINISH CEILING ,__~ 17'-6" <t:: 0 Ld Z Q" Z (.D 0 7 2ND FLOOR FIN~3~ ~_9'-6" 0 ........... 8'-0" Q" 0 Ill FINISH CBLrNO -'---~ Q Q OO (JO C 1ST FLOOR FINISH ~__~)_0'-0" ~/~/11 ~ PER AS BUILT FI£LD CONDI~ONS 9/~0/0 ~ TOS BUILDING BEPAR~ENT FOR RENEW I~ ,: 0 ,, 6/1/09 ~ TOS BUILDING DEPARTMENT FOR REVIE~ AVERAGE EXISTING GRADE DATE NO OF MO or 1 I I I I I NEW POURED FOUNDATION ........................ % I WALL AND FOOTING SIDE ELEVATION o^= SCALE: 1/4"=1'-0" ~ ,O^,~E,"~"": SMMJUly 14, 2007 ~ 1/4" = 1'-0" TITLE: DWG NO: SIDE ELEVATION A 10 ' --2"x 10" RAFTERS 2"x 12" RIDGE~ 16" OC ~ ~ ~q--~""' -- --' -- --"'" -- ~ ~ Ilrl ~1 ./-';::~-- (1 3/ "x 4." 21: F--(_.~)_~x 10 VALLEY [J II II .-~ ~.... -- G-P .A~ ~ UCC -- --2"× 12" RAFTERS ~ fNA~-/hR / %' 12" OC ---- '~ --- ~- '-311 II ~.~/ ~.%. %. F---(2) 1 5/4-x 14-2.0E o-P LC) /%L'"~... ~ II Il I~ '/' 2"x lO" Jolsms-'Lh'~:'"oc'q~ LAM VALLEY RAPTER R-50 gATT [NSULATION-TYP--% / JJ~"-/... , II fl..-~ ~ ...... ~,0--,,~.%,. DEN ~ 4'O-YEAR ASPHALT SHINGLE-TYP ~ FR^~N~-lg"oc -- F~7_ ~ ; 1/4-",,0A~< FLOOR~NGLT','~ i~'- / / 2"x B" RAFTERS-lg"OC r--.. .... ~P -~lll Illl L__ __(, 1 3/' x 9 1/41 2.0E ~ ~F~ ~ ),_ (._) EXISTING 2 x 4 STUD ~ ~ ~11 II I G P LAM FLUSH ~_ ................. FRAMING 16"0D ~ ~ ~1 ~ , ' r_^l~m~L, z x 6 dOIST5 ~ ~ ~ HI~ Lq IKITCHENI -- F"h ~ ~ QQ · '<:{ © / I © , ~ ~ 3 C.D -- EXISTING 2" x 8" JOISTS NEW 2"x 8" lC STS-I£"OC I I Ill -F 0 EXISTING CRAWL SPACE I I ~ I I I I~1 I r ~ 0 ] EXISTING BASEMENT I I ("y' ~ I r 0 Ill I I I I ,--i~-NEW POURED FOUNDATION ,. L~ r_~ ~ ' I WALL & FOOTING ~ SECTION. ~ 10" RAFTERS-16"EABL~E " SLAB~ I[''r ,' )l 2"x 12" GA~ ~ SCALE: 1/4"=1'-0" ~ 2"x 12" G 3 MIN. CONC 7 1/.~,~E .~/I ~~" , "~ RAFTERS RAFTERS2"x 8" GABLE'~-~.'"'/8F-~'/"'"~S~EATHIN"G-T¥1~-~°gl'5.. ,.~18 BIN I( TOS BUILDING DBPA.~BN¥ FOR BE'~EW SHIELD s/1/o9 3 TOS BUILDING DEPARTMENT FOR REVIEW VALLEY Z --(2) 2"x 6" p^?~ .oo~ ~oor DEN FRONT I1~ ~F~F NEW 2"x ,~" STUB RAFTERS ZZ TOP *LATE FRAMING-16"OC =o - DOGHOUSE DEN/OFFICE I I R-21 gATT INSULATION-- --NEW 2"x 6"-16"C2 ' 12 I . . . ,,[ . ,, ~--3 1/4" OAK FLOOR~ STUD FRAMING-- -~ ~~ (2.) I 5/4x 9 114--1 .................. I · 2"x 6" RAFTERS=-16"OC 2.OB G-P LAM ,/ /~ Z X /U dUlb/5--]fd ~ I 18" MIN. ICE & %~, ~ ~-'"'"'""~ -- B ~/,~/lo AS PER AS BUILT FIELD OONBI~ONS SMD Y~ ~ ~ A e/~,/oa AS PER BUILDING BEPT t /~/ I: WATER SHIELD-T~ EXISTIN(~ -- __ ~ ~ ~v D^~m ~.B¥,S]O~.gSC~.'a01~ ~BEDROOM DOGHOUSE ~x 6,0~STS-~ oo~ / S ~ ~ SX~ST~.O Z'~ 4' DEN DOGHOU%I 4 RAILINGt ~ ~INYL BEAD BOARD ~ ~ PORE STUD FRAMING ~ SCALE· 1/4"21 -0" SCALE: 1/4"21'-0" 8' SQUARE PERMACAST~[¢~ ~ --~F .~w ~A.SO.~ ~o.c,,,,r~ S~T~.O .00~ .~00~ July 14, 2007 ...... r~~ =~ ~ SMM " ~: /4" = '-0" NEW POURED CONE.SLAB ~ ~ EXISTING 2"x 8" GIRDER 1 1 NEW POURED PORCH ~OUN~AT~ON a ~OOT~NO ~ ~ SECTION ~ BUILDING DWG NO: so,,,: SECTIONS A 11 EXTEND EXISTING -- MASONRY CHIMNEY ~ 40-YEAR ASPHALT ~ /~1 3/4"x 14" 2.0E ~ / ROOF SHINGLE ~ /GP LAM GABLE RIDG~ ! / 2"x 12" RAFTERS-12"OC ~¢' / ~'¢' // ROOF UNDERLAYMENT LC) N,. / ~(2) 1 3/4"x 14" 2.0E //~5/8" SHEATHING ~ R~RS(2) 2"x 12 VALLEY~ //// ~ ..... 2~ 2"x 10" GABLE ~~ ~ ~ RAFTERS-12"OC RAFTERS-12"OC ~/4" SUBFLOOR Gl1 ED , SCREWED-TYP '~ 2.0E G-P LAM _~ - ~ ~R-50 BAIT INSULATION ICE ~ WATER SHIELD ~ VINYL SIDING 7 18" BIN AT EAVES ~ IMASTER BEDROOM ~ 1/2" RIGID INSULATION ZLOSE~ ~ LIN. Ill II CL 1/2" SHEATHING ~ ~ 0 ~ I NEW 2"x 8" STUD FRAMING _ ~5/4" SUBFLOOR GLUED ~ SCREWED-TY[ TYVEC BUILDING PAPER  5 1/~ ~K ~RI~ t R-21 BAIT INSULATION ~ 0 7 I~1 ~ 0 ~ I I EXISTING 2"x 4" STUD FRAMING 0 EXISII~G 2"x 8" dOISIS EXlSII~G L J ~~ )/08/1C 3 -- TOS BUILDmNO DEPARmENT FOR RENEW 1 5/4"x 14" 20E ~ 40-YEAR ASPHALT ~/3o/o 3 - TOS BUmLDING DEPAR~ENT FOR RENEW G-~LAMRIDG~ ~ /ROOF SHiNGLE ~ ~UmLDINO SECTION2"x12"R~DGE~ ~40-YEARASPHALT ~/~/0e 3 - TOSBUILDINGDEPAR~ENTFORRE~EW ~/ /~sm ~ 2"x 10" RAFTERS-I 2"00~ ~5/8" PLYWOOD SHEATHING ICE & WATER SHIELD 18"~ ICE ~ WATER SHIELD 18"~ /~ ~" R~l~ m ~2" x 6" STUD A ./l*/0e AS PER BUILDING DEPT RENEW M .BAT (2) 2"x 6" TOP PLATE--/ ~1/2" GYP BOA~E-TYP FRAMING - 16" OC (2) 2"x 6" TOP PLATE / c 2"x 6" STUD FRAMING-16"OC o ~v DAT~ ~gWS]ONDgSC~mT~ON I 1/2" GYP BOARD-TYP % ~ VINYL SIDING . VINYL SIDING ~ 5 1/4" 0~< FLOORIN(; ~ 1/2" PLYWOOD SHEATF NG R-21 BAIT INSULATION [ & SCREWED ] 'P 2"x 10" JOISTS-16"OC~ L ~ / [ ~X~ST~ Z'x 6" ,O~STS / SMM ~ SECTION AT OABLE ~ DETAIL SECTION ,E y / 2"x 6" COLLAR ~ ~ / TIES--~6" OC E c 1/2" GYP BOARD-TYP % OAK LOOR,NG / SUBFLO, R-GLUED 3N & SCREWED 'p 3C / (2) 1 3/4"x 11 7/8" 2.0E [ G-P LAM RIDGE //~--HA~-F WALL BEY,,ND - -- ~ , I',0 , ,o"OS T, . ,,, LAM-FI ~SH ~ NEW 2"x 6" STUD ~ I NEW 2"x ~" STUD FRAMING 16"0C ~N N 3 /4" OAK FLO0 4G FRAMING-16"OC ~ O / ' TO MATCH FRAMING BELOW -5 [4" [LBFLOOR / 2"x 6" RAFTERS-16"OC / - (2) 2"x 10" / G UED ,c SCREWED-TY'- .... ~ ~lll ~ I 2"x 6" JOISTS-16"OC ~ ~ ~ ~ .... ~]-- ~ ~ -(5) 2"x 8" HEADER Z ~~,~ / ~ ¢ BOISE CASCADE AJS25 ~ ~ ~ ~ / ' ~ ~1 k I-JOISTS 9 ~" -12"00 j VINYL BEAD BOARD )FFIT~~ /~ll~ ~ ~.=,, ~ _ .... ~ ' . ,, ~, ,r,r ,, ~r,,.~.~,,l ~ 8x8 SQUARE PERMACAST-- IrH lliill ' ''Tu . ~ RNED WOOD POST PORCH COLUMNS m NE OAK STAIR ~ ~W~=o~ ~o~c~ ~~ s < Ifllllllll~ ~ [ . ~---~N~W ~EDAR DECKING Z ~ Z ,~w ,ou,~ ~" co,o =,~-- ~ ~ ~ I ~ ~ / ~ / ~-~x ~ T,~,=~ ~~ ¢~ ~ / / woo~ ,O~STS-~e"oc I -. _ I[ _ ', " .~w ~o..~ ~o.~= ~,, ,O,ST, ~ ~o~ ~,~;&.~A=~ ~OU~DAT~O~ ~ ~OOT~,O ' ~ IE - ~ ~ ~~ % ; '~ '~X~ST~.¢ ~ ~"~ e,, T. SAT~ WO0~ .OST ~ Z 0 Olll . ~x,~,,~ ~ou,~AT,~ ~ , ~x,s~,,~ ~*S~T =A,, ~ ~ * ,~W 1~ ~,A.CO~C.~,~, ~ ~ ~ VINYL SIDING ~/~" ~. ~. - ~ ~ .wwc ,u,,~,~o W,A~ ~ BUILDING S;ECTION ~ -R-15HD MATT INSULATION SCALE: 1/4"=1'-0" FINISH BASE MOLD,NG~ ~ -1/2" SHEATHING ~ -2"x SHOE PLATE PLYWOOD 5/4" SUBFLOOR~ ~ 2"x 8" RIM BOARD ~ 3/8/10 3 -- TOS BUI~ING DEPAR~ENT FOR RENEW R-25 MATT INSULATION · 9/3o/o~ ~ - TOS BUILDING DEPAR~ENT FOR RENEW ASPHALT ROOF SHINGLES~ s/i/os 3 - TOS BUILDING DEPAR~ENT FOR RENEW 2"x 8" JO~STS-1 S"OC~ ~2"x 6" PRESSURE TREATED STUD FRAMING-16"OC 5/8" SHEATHING~ ~ ~ DATE c%°6~% s%~,~[ SU~M[TT~DTO: ~ 2"X 6" PRESSURE TREATED WD.SILL ICE AND WATER SHIELD~ ~/ ~ ~ 1/2" DIA.SS.ANOHOR BOLTS-48"OC FIRST 18" FROM EAVE ~/ RAFTER DRIP EDGE FLASHING ~ // x }t/ ~ ~ o: ~, ~2), 5 REBARS AT TOP OF FOUNDATION WALL '"x NAI%E=~ ~ ~ ~ ~ FINISH GRADE B ~/~/~ As BUILT RE~SlO~S IN ~Zm S~ ~ ]/2" RIGID INSULATION ALUM. GUTTER ~ ,, ,, SULATION A ./~qo. As PER ~ulgm~6 DEPT ~E~EW ~~WA~Z~-~OO~ ~OU~A~O~ WA~, A~U~. O~ WN~, ~S~/ // ~ ~ ~ ~ ~OU.,~ ~0~ - ~ W~TH DRI~ EDaE / // ~ . PLATE 8' ~' VENTED SOFFIT~ // / -- ~R-~ BAT¢ INSULATION '~'~ POURED CONC. SLAB~ . ~ POURED CONC. FOUNDATION WALL ~'~"~~A% '¢~ ~,~p,~OEMENT WASH WITH 6 MIL. VAPOR BARRIER 1/2 SHEATHINGS// ~ -- COARSE GRAVEL-- ~-~'*~T4~/o ~ o ' 1/2" RIGID INSULATIONS/ Z/~~ , ~-, 4~o~c~T~ ~OOT~¢ W/~ ¢~ ~ DETAIL ¢EAVE OVERHANG~ 1 - Co~Tr.uous ~A.S 1/4" = ' 0" ~ FOUNDATION DETAIL SCA,~: ~"=~'-o" SCA,E: ~"=~'-0" SECTI ON ~' ~' ~ ,~ ~ SIMPSON STRON0 T -H~ " SIMPSON STRgN 2" 4" A . ~ ' PLYWOOD . SIMPSON ~T~ ,~ -Tie ~ TYPICAL STUD TO TOP PLATE TO SAWN ~ TYPICAL FLOOR TO FLOOR CONNECTIONS ~ TYPICAL CONNECTIONS FROM STUD LUMBER RAFTER CONNECTION TO BAND dOIST ~ FOUNDATION WALL TYPICAL RAFTER TO RIDGE CONNECTION . s~.so. ~. . Simpson Strong~ CONNECTOR B HANGER ON STEEL I-BEAM Wl~ SOLID SAWN ~OIST HU HANGER ON GLU.AB BEAD Wg~ SOLID SAWN dOIST WINDOW SCHEDULE MARK SIZE ROUGH OPENING CLEAR OPENING AREA CLEAR OPENING (SF) TYPE QTY. NOT;:: WINDOWS TO BE ANDERSEN 400 SERIES HIGH PERFORMANCE A TW210310 36 1/8" x48 7/8" 31 7/8"x 20 1/4" 4.48 TILT-WASH DOUBLE-HUNG 4 LOW-E GLASS WITH STANDARD WOOD INTERIOR GRILLE SYSTEM HARDWARE TO BE "CLASSIC" SERIES WITH STANDARD WHrTE B TW24310 30 1/8" x 48 7/8" 25-7/8" x 20 1/4" 3.64 TILT-WASH DOUBLE-HUNG 2 FINISH. ALL WINDOWS TO BE PROVIDED WITH INSECT SCREENS. C TW24210-2 59 15/16" x 36 7/8" 25 7/8" x 14 1/4" 2.56 TILT-WASH COMBINATION 1 V8~/~o 3 -- PeR AS BUILT FIELD BONDIllONS D TW24-DHP310310-24 108 1/16" x 48 7/8" 25 7/8" x 20 1/4" 3.64 TILT-WASH COMBINATION 1 ~/~o/o~ 3 -- TOD BUILDING DEPARTMENT FOR REV1EW )/1/09 3 -- TOS BUILDING DEPARTMENT FOR REVIEW E TW3052 38 1/8" X 64 7/8" 33 7/8" x 28 1/4" 6.64 TILT-WASH DOUBLE-HUNG 10 DATE NO OF NO GitBU~MITTEDTO. F TW2032 26 1/8" x 40 7/8" 21 7/8" x 16 1/4" 2.47 TILT-WASH DOUBLE-HUNG 5 G TW3046-2 75 15/16" x 56 7/8" 33 7/8" x 24 1/4" 5.70 TILT-WASH COMBINATION 4 H TW3046 38 1/8" x 56 7/8" 33 7/8" x 24 1/4" 5.70 TILT-WASH DOUBLE-HUNG 1 DOOR SCHEDULE MARK SIZE I TYPE QTY. NOTES A ,/~/o, AS PER BUILDING DEPT REV]EW 1 2OO7 104 SIZE TO MATCH EXISTING EXTERJOR DOOR 1 MANUFACTURER AND STYLE TO SE dUJy ~Jr, CUSTOM EXTERIOR BARN DOOR ~ S ~Vl ~V~ DOOR-STAIN FINISH FRENCH SWING DOORS NO SCALE SIX'PANELSOLIDCORE MASONITEPREMBORMOLDEDPANEL DETAILS & WINDOW 203 1 318" X 2'-2" x E'-E" I DOOR-SMOOTH FINISH 1 SOLID CORE TWIN 2'~0" DOORS A ~l /1 DOOR SCHEDULE / MARK SIZE ROUGH OPENING CLEAR OPENING AREA CLEAR OPENING (SF) TYPE QTY. A TW210310 36 1/8" x 48 7/8" 31 7/8" x 20 1/4" 4.48 TILT-WASH DOUBLE-HUNG 4 B TW24310 30 1/8" x 48 7/8" 25-7/8" x 20 1/4" 3.64 TILT-WASH DOUBLE-HUNG 2 C TW24210-2 59 15/16"x 36 7/8" 25 7/8" x 14 1/4" 2.56 TILT-WASH COMBINATION D TW24-DHP310310-24 108 1/16" x 48 7/8" 25 7/8" x 20 1/4" 3.64 TILT-WASH COMBINATION 1 E TW3052 38 1/8" x 64 7/8" 33 7/8" x 28 1/4" 6.64 TILT-WASH DOUBLE-HUNG 10 F TW2032 26 1/8" x 40 7/8" 21 7/8" x 16 1/4" 2.47 TILT-WASH DOUBLE-HUNG 5 G TW3046-2 75 15/16" x 56 7/8" 33 7/8" x 24 1/4" 5.70 TILT-WASH COMBINATION 4 H TW3046 38 1/8" x 56 7/8" 33 7/8" x 24 1/4" 5.70 TILT-WASH DOUBLE-HUNG 1 MARK SIZE TYPE QTY. NOTES 100 1 3/4" x 3'-0" x E'-8" EXTERIOR DOOR 1 MANUFACTURER AND STYLE TO BE CHOSEN SY OWNER 101 I 3/4" x 2'-8" x 6'-8'l EXTERIOR DOOR 1 MANUFACTURER AND STYLE TO BE CHOBEN BY OWNER SiX-PANEL SOLID CORE MASONITE PREMDOR MOLDED PANEL 102 1 3/8" x 2'-6" x R'-8" DOOR-SMOOTH FINISH I SOLID CORE POCKET DOOR ~03 5'-0" x 6'-8" CUSTOM EXTERIOR DOOR 1 CUSTOM EXTERIOR TWIN BARN DOQRS-TO BE BUILT SY CONTRACTOR 104 SIZE TO MATCH EXISTING EXTERJOR DOOR 1 MANUFACTURER AND STYLE TO SE CHOSEN BY OWNER 105 SIZE TO MATCH EXISTING CUSTQM EXTERIOR DOQR 1 CUSTOM EXTERIQR BARN DOOR TO BE BUILT BY CONTRACTOR 201 1 3/8" x 5'-0" x E'-8'l 15-Lite PINE FRENCH 1 JELD-WEN OR EQUAL TWIN DQOR-STAIN FINISH FRENCH SWING DOORS 202 1 3/8" x 2'-6" x 6'-8" SIX-PANEL SOLID CORE 5 MASQNITE PREMDOR MOLDED PANEL DOOR-SMOOTH FINISH SOLID CORE SWING DOOR 203 1 3/8" X 2'-2" x 6'-8" SIX-PANEL SOLID CORE MASONITE PREMBOR MOLDED PANEL DQOR-SMOOTH FINISH 1 SOLID CORE TWIN 2'~0" DOORS EXTEND EXISTING VENT / 4"Y-- ~.,;r?" \ CO CO PLUMBING DIAGRAM NO SCALE FASTENER SCHEDULE FOR STRUCTURAL MEMBERS * NUMBER AND TYPE SEE TABLE R6023 (1) OF RESIDENTIAL CODE Of NEW YORK STATE NAILING SCHEDULE * dOINT DESCRIP~ON COMMON NAILS 80X NAILS NAIL SPACING ROOF FRAMING WALL FRAMING FLOOR FRAMrNG ROOF SHEATHING CEILING SHEATHING WALL SHEATHING FLOOR SHEATHING SEE TABLE 31 OF AFPA WOOD FRAME CONSTRUC~ON MANUAL FASTENER SCHEDULE FOR STRUCTURAL MEMBERS * DESCRIp~ON Of BUILDING SPACING Of FASTENERS SEE TABLE R602,3 (1) OF RESIDENTIAL CODE OF NEW YORK STATE 0 DATE: July 14, 2007 3WN BY: SMM NO SCALE TITLE; DWG NO: PLUMBING DIAGRAM & NAILING SCHEDULE /3~ 15 AMERICAN WOOd COUNCIL PUBLICATION 1995 ADDITION FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS JOINT DESCRIPTION NUMBER of NAILS NAIL SPACING AMERICAN FOREST & PAPER ASSOCIATION TYPICAL WALL STUDS-~,.. ~ L 1 m~ 5 7 ~3~ ~.1 ,050 ,291 (2) TOP FLAT~ ~ , aottem Plate to Floor Joist, Bend Jo,at, 2-16d per foot 20 3 ~ 5 5 315 ~12 520 637 START NAILS MIN. 7/8" B~ocMng to Jmet (Toe-nailed) 2-sd each end 5.12 12 2 2 2 3 145 190 240 295 STRAP TO BE EQ, LENGTH fOOt 32 4 4 5 / 7 386 507 640 786 UPLIFT CONNECTION - FLOOR TO FLOOR ....Bond~ ......... dolt fox.Sift or ............. Top P[o[e (Toe-nofled)= ~ ...... ~2--16d ~Per ---:~ ' 36 4 5 6~ 7 434 570 720 884 ~F~-"" ~- ~ ~N~~ ......... ~ ~~ 32 3 ~ 5 6 ~50 457 575 704 TYP. WALL STUDS 16" 0.~ Fiberboard Panels~ 20 2 ~ ~ ~ ~a5 I 2~ 3~ ~ STRAP MUST WRAP UNDER SILL ~/~," ~, ~" .,,. / ~" rr.~ 2~ ~ ~ ~ ~ =~ ~20 ~0~ ~ , AMERICAN WOOD COUNCIL PUBLICATION 1995 ADDITION Table 3.3A Rafter/Ceiling Joist fo Top Plate Lateral and Shear Connection Requirements (Prescriptive Affernafive fo Table 3.3) (To.-.on.d)R.qulr. d in each fl~fterJ AMERICAN WOOD COUNCIL PUBLICATION 1995 ADDITION · .~.[d.~h.nfo.t... to.2., oppla,. (TABLE 3.2A AWFCM HIGH WIND EDITION) =* el,~llel~=lls ~ els SILL OR BOSOM P~TE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING ~TERAL & SHEAR LOADS ~.t,~o~ zo.. .............. =~=~ ANCHOR BOLT CONNECTION FOUNDATION EDGE NAIL SPACING (IN.) BObT SPACING (IN.) BOLT SPACING (IN.) TABLE R 702,~,5 GYPSUM BD. ATTACHMENT SUPPORTINg (1/~~ ANCHOR BOL~] (5/8" ANCHOR BOLTS) TABLE R 703.4 SIDING ATTACHMENT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ~"" ~" """""" ~0" r.~ JOINT DESCRIPTION NUMBER of NAILS NAIL SPACING BRACINO WALL PERIMETER MAXIMUM ANCHOR MAXIMUM ANCHOR ANCHOR BOLT CONNECTION FOUNDATION EDGE NAIL SPACING (IN.) BOLT SPACING (IN. BOLT SPACING (IN,) SUPPORTING (1/~" ANCHOR BOL~ (5/5" ANCHOR BOLTS) I STORY 4§' 72" SILL PLATE TO FOUNOATION CRAWl. SPACE OR BASEMENT) 2 STORY ALL 23' 36" 3 STORY 15" 23" 5 19" 28" ~VALL BOSOM PLATE TO FOUNDATION 1-3 STORIES SLAB ON GRADE) 6 36' 5T' AT CATHEDRAL · ASPHALT ROOF CAP ACQ 2x10 LEDGER BD~ VAULTED CEILINGS INSTALL "SIMPSON" CONTINUOUS COBRA VENTTING OR LQ, , LSSU SKEWABLE ~--(2) TYP. TOP PLATE s~uPSON sr~o~-~ ~ ~ I ~ ~/~"~ ~o ~ ~,~ ~,~. ~" ' FACE MOUNT TECO EA. ~ ~ ~ PAST RIDGE EA. SIDE FOR NAILING TYP WINDOW HDR, GALV, 5/8"x 4" LAG BOLTS ~ L WINDOW HEADE 1 1/2" WASHERS 16" O.C. % ~PICAL ROOF RAFTER TYPICA ~ / BOLTED TO EXIST. BOX SEAM SEE PLAN FOR RIDGE SIZE 1 1/4 x 20 GUAGE GAL STRAP OR ¢CS20 STRAP I BY: SIMPSON STRONG-TIE CONNECTION - TYP. LEDGER BOARD RIDGE VENTING & STRAPING DETAIL I~1 ~P. ¢ JACK · KING STUDS I SIX 8d NAILS INTO NOT TO SCALE NOT TO SCALE ~ I TYP. JACK STU~ ~ ~ I P.O. AS REQ. BY WINDOW TYPICAL KING STUD~~TO BE INSTALLEB ~ ~PiCAL ROOF~sEE SEC~ON BELOW T~. WINDOW SILL PLATEFAScIAlX3 TRIMALuM.OVERcLADlX8 5/8" THRU-BOLTS ~ WiTH 1 1/2" WASHERS 4" ALUMINUM 24" O.C. TYP. STAGGER LATERAL SEAMLESS GUT~R TOP TO BOTT 2" T~. ~ BELOW WINDOW SILL PLA% t II II (2) 2xlO ACQ. OD ¢ ~ I, I I ~ I ~~~ ~ ~~ ACQ ~x~ POST ~ ~ I Z I ,, TYP. JACK STUD ~ I~ I '=~'~'~ ~l CONNECTION - TYP, GDR. & POST DETAIL ~ SOFFIT I,I ONE 8d NAIL INTO~ ~ ~ NOT TO SCALE TYP. SOLE PLATE ~~ ] ~ NOT TO SCALE DC4 POST CAP SIX 8d NAILS TYP, / ~L~X~ ~ ~ ~ ~ I~1 1 1/~"x 20 GAUGE STRAP Wl~ NOra SmAP MUST ~APP UNDER MUD BILL AS PER (WCFM) UPLIFT CONNECTION ¢ WINDOW OPENINGS (6) 16d NAIL ~PICAL (2) TOP PLAT B.C.I. CANTILEVER DETAIL ~ w~ 5/8' BOLT BY SIMPSON ~V DATE REVIS[ONDESCR~T[ON BY HORIZONTAL ONE SlDE ONLY, ¢ ~ ~<TYPIOAL (2) 2x4 PLA~ ~~ BE TAKEN TO NOT OVER-TORQUE NUT. , HD5A HOLDDOWN MFG. L, TO FLOORHOLDOWN~ HOLDOWN DETAIL ~ TYP. SHEARWALL CORNERS NBTED ~ AT 6'-0" FRAME OPENING REQ. HOLDOWNS FLOOR ~ HURRICAN~ TS~ DETAILS A-17 GENERAL NOTES CODE REFERENCE NOTES b~) PLUMI3rNG NOTES ~_ ~ (/) C/) ENERGY NOTES ^u_ DO.ESTIO HOT WATER AT 140 .E~..AX SE~NG Sept; ~3, ~009 AS NBTES EENERAL NBTES A--I_8