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HomeMy WebLinkAbout34175-ZFORM NO. 4 TO~qq OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34510 I~te: 08/23/10 T~IS C~'rIFIES t~t the buildin9 NEW DWELLING Location of Property: 155 THREE WATERS LA ORIENT (HOUSE NO.) (STREET) (~LAMLET) County Tax Map No. 473889 Section 15 Block 7 Lot 14 subdivision FiledMap No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 15, 2008 pursuant to which Building per~t~t No. 34175-Z dated SEPTEMBER 19, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE F~ILY DWELLING WITH FRONT ~dgD RE~R DECKS, SCREENED PORCH 'D~ND ATTACHED ONE CAR G~d{AGE AS APPLIED FOR. The certificate is issued to JOSEPH & PATRICIA WALDVOGEL ( OWNER ) of the aforesaid building. S~I~LK COtR~Y DBPAR~T OF ~[~%L~{ APPRO~q~L R10-04-0107 11088 ELeCTrICAL C~u(TIFICATE NO. PLUMBERS u~KTIFICATION DA'r~o Rev. 1/81 08/09/10 DINIZIO PLUMBING 08/12/10 05/07/10 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. 34175 Z Date SEPTEMBER 19, 2008 Permission is hereby granted to: JOSEPH WALDVOGEL 7616 CURRIER RD LOUDON, 03307 for : NEW SINGLE FAMILY DWELLING 44'X73' INCLUDING REAR DECK AND REAR PORCH AS APPLIED FOR. ( TWO STORY) at premises located at County Taxx Map No. 473889 Section 015 pursuant to application dated SEPTEMBER Building Inspector to e~ire on MARCH 155 THREE WATERS LA ORIENT Block 0007 Lot No. 014 15, 2008 and approved by the 19, 2010. Fee $ 1,948.40 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUP. AUG 12 2~'0 BLDG DEPT. NCY TOWN OF SOUTHOLD 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, street~, and unusual natural or topographic features. 2. Final Approval fi.om Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a ce~ificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planuing Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual naturat or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Oceupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Fees 1. Certificate ofOccapancy - New dwelling $25.00, Additions to dwelling $25.00, Altemtiens to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate ofOceupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate ofOceupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: ~ Old or Pre-existing Building: (cheek one) House No. Street Hamlet - Suffolk County Tax Map No 1000, Section / © ~ ~ Block /'~ Lot ~ ~ Subdivision Health Dept. Approval: . Date of Permit. Filed Map. . Lot: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~-- Final Certificate: t~ (check one) SUFFOLK BUREAU 40 Nottingham Drive, Middle Island, NY 11953 Telephone:6314958136 · Fax:6319806455 · E-Mail:SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: Hildebrandt Electric Sep 04~ 2009 11088 Certificate No,: 11088 Final Inspection Date: May 07, 2010 Building Permit No.: 34175 County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Pat and 3oe Waldvogel Site Location: 155 Three Waters Lane, Orient, NY 11957 Owner's Address (if different): [] Residential [] indoor [] Basement [] Service [] Shed [] Commercial [] Outdoor [] First Floor [] Pool [] Hottub [] New [] Renovation [] Second Floor [] Attic [] Garage [] Addition [] Survey Other: INVENTORY Single Phase Heat oil Duplex Recpt 52 Ceiling Fixture 7 HID Fixtures Three Phase Hot Water GFCI Recpt -9 Wall Fixture 20 Smoke Main Panel AC Cond Single Recpt Recessed Fixture 20 CO Detect Sub Panel AC Blower Range Recpt 1 nourescent 10 Smoke CO Combo 6 Transformer Appliances d~ D~/er Recpt 1 Emergency Time Clock Disconnect Switches 25 Twist Lock Exit Fixtures Pumps GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan 1 Other Equipment: 16 dimmers The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office, Applicant: Hildebrandt Electric Inspected By: Roger Richert License No.: Date Of Certificate: May 18,20i0 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765*9502 BDILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. "~! l'7ff ~ (Pleas p3int) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this ~ ~'~, dayof ~(/x~5~ , 20/',.3 Notary Public, ~,4 ~ County ~ x---~g~i~bers Signature) CONNIE Dm BUNCH Notary Public, Stata of New Yom No. 01BU6185050 Qualified in Suffolk Couofy I'~ Commission £xoires Aoril 14 20 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:_L/~~ ~ t~~/.~, ./,~~ ~ INSPECTION [ ~FOUNDATION 1ST [ ] ROUGH PLBG. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F/OUNDATION 1ST [ [~] FOUNDATION 2ND [ ] ROUGH PLBG. ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION J~ [//~ FOUNDATION 1ST [ ] ROUGH PLBG. ,~/,~"[ ] FOUNDATION 2ND [ ]INSULATION ~,/ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]F~A~ND~ [ ] INSULATION [,,/]~FRAMIN~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~.~'~/'~ "~' ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [~ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~~ STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] RO~,~I PLBG. [ ~INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RE~STANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ~I~NAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESIS'[~II' CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARK~~-~ ~t~--'~,~ -~ ~/~,c ~ .~.-. -.~. DATE 7/'~ 1/('~ INSPECTOR ~-'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]IN~ [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS.'~)~~ ,~_~'l ~ ~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] IN/SULATION [~'~INAL FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENET~TION REMAR~~ / DATE P. HARLES M. THOMAS, PO BOX .~amEsPO~t, NY OFFIOE {6~, 1} FAX [631~ R.A. September 19, 2008 Building Depadment Town of Southold One Independence Hill Southold, N.Y. 11971 Re: Proposed Waldvogel Residence T~ee Waters Lane Orient Dear Southold Building Department, This letter shall serve to certify that I have provided for adequate site drainage design on the above referenced property. It is 2 pre cast dry well of 8' diameter x 3' deep will be provided one each in the front and rear yard Please call the office with any questions or concerns at (631) 727-7993. Thank you. e ru r Tt ~,'-DG DEPT ~ I FI~LD INSPECTION ~ DATE COM2dZNTS ~.~ ~SU~ATION PER N. Y. STATE ENERGY CODE ~ I"'~l ' ' ' ~ , ~ 0 .. .~ ~I - ' //~~ ~ ~ - - ~ "~ ~ - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HA[,L SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c Expiration l~I ,q~[l '5'~ Contact:Mailto: BLDG. DEPT. ; m ~~, Phone: BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the followi~fore applying? Board of Health [,~' · 4 sets of Building Plans Planning Board~gproval Survey J' Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Building Inspector  LICATION FOR BUILDING PERMIT .'A7 INSTRUCTIONS Date? 0~05~[ It/ ,200~5 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit auth°rized ' Ir' I~. t°rs °n pre'nd in building f°r necessary inspecti°xnT_ ~9 0~-, ~ ( ignature o app icant or nam.~e,, a corporation) 06 c. wcoc. W MY IIqo/ g (Mailing a'ddress of applicant) State whether applicant is owner, lessee, age inept, general contractor, electrician, plumber or builder (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. / Electricians License No. Other Trade's License No. Location~of land on which proposed work willhe done: House Number / Stree~ / Subdivision O ~ t ~ W ~- {r~ ~ It! C 5 tE ~ Filed Map No. Z ?"7 ? Hamlet Lot/C/ Lot z.~ State existing use and occupancy ofpremis$s and intended use and occupancy of proposed constructio.n: a. Existing use and occupancy /d~,,~ ~ /~A} ~IP~ b. Intended use and occupancy S ,Z~ iC~ ~ /, Nature of work (check which applicable): New Building ~/ Repair Removal Demolition 4. Estimated Cost I OO ~ 5. If dwelling, number of dwelling units If garage, number of cars Fee Addition Alteration Other Work (Description) (To be paid on filing this application) . ~r of dwelling umts on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height_ Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size oflot: Front [00' Rear I 03.7t' Depth .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district ih which premises are situated ~ [..5 ~ I~{ ~ T/z~ [.... 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ 13. Will lot be re-graded? YES NO ~Will excess fill be removed from premises? YES__ NO__ 14. Names of Owner ofpremises_~J~t- ~ 0 d ~ 1..- Address Name ofArchitect0_,h 0c }c "[ ¼ o,~-t o. ~ Address Name of Contractor -/~ ~ ~'~ Address 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Phone k7.31)<~53- Phone No 72-'7- Phone No. NO 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ' ~..C-/t ~' ~ being duly sw~o~d says that (s)he is the applicant (l~ame of'indivi~uuaI signin~ con~act) above named, ~ (" - -~'X~ CONNIE O B ota~y Public State of New York (Contractor Agent, Corporate Of~,~_et~d./ ~ C0mmissim £xoir-~'~-~il~'~,;'~'0 of said owner or owners, and is duly author/zed 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.f,~ ) . o dry ~ ~c Signature of Applica,~t }UILDING PERMIT EXAMINER CHECKLIST *Date Submitted: *Dte Reviewed. ~CTM# i000- /-~ '7 - /'zT~ Subdivision: City: Zone: ~))~¢ Conformkg?[~_~ lulldmg Pe~ mzts (Open/Expired): BP -Z / C/0 Z- , Info: BP -Z / CiO Z- , Inf0: IP -Z / C/0 Z- , Info: BP __ -Z / C/0 Z- , Info: BP -Z / C/0 Z- _,Info: ,Ingle &-Separate Search Required~)r N Determination:~ ~q. Fron~ ACT. Front ~,~ ~q Side ~ACT. Side :EQ. :ear ' P:OP. ~q. Height ACT. Height Naterfron~? Yor~ . [~ yes, water body~ Panel~ I Iood Zone:~ Bulkhead/Bluff Distm~ce: kDDITIONAL APPRO¥.AI ~S REQUIRED _ __ Sepiic: - If no, certification required: Y or N Received: Y or N By: .... ~S DE( ~: PIng-DEC 9/1/,5 Y el ~Dalc: ___/~/~ Permil ti: ...... or NJ Lelter- Notes: ]outhold Trusiees: Y o['~ I):~le: / Pel'nlil Ii: (>~ N,J Lellcr Noles: ~outhold ~BA: Y or~ Dale: / / Permit ~i: Noles: $outhold Planning: Y m~ate: / l'ermit ~: ...... - Notes: ~ee Structure: Calculation: Foundation: First Fbo~: __ 'ol."-I $~ ~ SI: Other: SF 2. ( Total: ~ ~ I SF ~ Initial Fee: Additional Fee ( x $ F)= SF + Initial Fee: Additional Fee ( t NEW YORK STATE CODE COMPLIANCE CItECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRiTERIA Ground Snow Load: 45 / WindSpeed: 120MPH t~ 5SeismicDesignCa~egory'B ~ WeaO~ering: Severe c,~ Frost Depth: 36" H/nlte: M-H :~ 3-51 ..... Design Temp: 11 ~ lee Shield Underlay: Y~8 USE/OCCUPANCY CLASS ICATION HEIGHT/FII~ AREA: TYPE OF CONSTRUCTION: DESIGN C~TE~: ENG~EE~D~~ FULL FRAM~G DESIGN ELEMENTS~ IIE~ERS: Y~ W~L STUDS: YIN CEDING JOISTS: Y~ FLOOR JOISTS: LUB{BER SPECIES AND GR.)E: Y/N DESIGN LO~ CALCULATIONS~N WU~OOW AND I)O()R MlkSLE TISST I~[~UIREMEN 1 N:~N LIGHT 8 NAIL~G/CONSTRUCTION SCHEDULE:~ MEANS OF EG~S$'~N PLUMB~G RISER LOCATION OF FITtE PROTE('TION FQUIPMI~Nq Y/N Flood Hazards: (]¢ [11 D F P, ~q: ¥'/N P, 0 C) F F, 4 1 ' I'I~;P.S: ENF~RGY CAL,CS {~N TOTAL COMPL1ENCE?/{')~ (I/F, TUI{N TO PAGE ()NE) Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM Item Number: PROPERTY LOCATION: $.C.T.M. #: Iooo 15 THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMIEEION OF A STORM-WATER, GRADING, DRAINAGE AND EROSION COHTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No Will Ihis Project Retain All Storm-Water Run-Off Generaled by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Struclures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow[ Will this Project Require any Land Filling, Grading or Excavation where Ihere is a change to tile Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Mil this Application Require Land Disturbing Aclivities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or tile Constrection of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons,) Will this Project Require Site P~eparatiun within the One Hundred {100) Year Floodp a n of any Watercourse? NOTE: If Any Answer to Queslions One through Nine is Answered with a Check Mark in the Sox, aStorm-Water, Gradtng, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to ssuance of Any Building Permit! EXEMPTION: Yes No Does this project meet the minimum standards for classification as all Agdculluraf Project? f Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Required! __ STATE OF NEW YOlk. K, f~O I ~ . CONNIE D RUNCH ttx ~ ~ t)~ ~ S~ ~~N0.01~U61O~ make a~d file lids application; ~at MI statements contmncd m fids at)pli(ation mc u~e to the best of his knowlcdge and belict} thai dae work will be pe~fi*rmed in thc mannc~ sci tUith in I1~{- al*pli(;:ition filcct~rilh. Swo~ n to before me this; FORM - 06/07 TOWN OF SOUTHOLD PROPERTY RECORD CARD '~ -/'~' OWNER ~.T-,REE'T~ / ,~ VILLAGE DIST. SUB. ~7L' ~O~E~ 9WNg N E A~R. J ~ S W ~PE OF BUILDING LES. S~S. i VL ~// FARM COMM. CB. MISC. Mkt. Value ~ND,. IMP. TOTAL DATE REMARKS ~ ~ ~-o o AGE BUILDING CONDITION N~ NORMAL BELOW ABOVE FA~ Acre Value Per Value Acre Fillable 1 Fillable 2 -illable 3 ~wampland FRONTAGE ON WATER ~rushland FRONTAGE ON ROAD ~ouse Plot DEPTH BULKH~D Fatal DOCK COLOR i TRI,M Foundation Bath Dinette A. Bldg. ~ ~cl'ension Floors K. ~t~nsJon '~tension )arch ~orch Breezeway .~arage Patio Oo B. Bosement Ext, Walls Fire Place Type Roof Recreation Roorr Dormer Driveway Interior Finish -loot Rooms Ist Floor Rooms 2nd Floor LR. BR. FIN. B. Total I~LIJELIIN~ '1~, I=t..LIPI I~L~'i~ LA. N TO D~LL~ ~E~TiC LOT 14~ MINIMUM H~IZ. ~,EPAI~..ATI(2q DI~TANCE,,~ ,~ITE DATA: iii ,,z, 8 ~¥ ~ LOT 4 ~¥ D~IEL P. JEDLI~ MAP OF ~I~T ~¥ T~ ~A ~ or~ LOT 2 ~I~T, NY EL&IE D. I(Z:~,~T.,~ IlaI~/IC~,-E LI¥1N~ ~T ~'TEI="HEN Kl:3~.,ad:~ IIi~V~:X;,a~t.E LIV'IN~ 'r~L~T ~ TI.,,~=E t~t~"l'El~ L,~. OP~JENT, NT II~b"l DkUELLIbk3 LOT 3, I I LOT ~ ~- {~ ~ ~ SE~ER '~ENCH & CONNECTION DETAIL RESIDENCE F,F, ELEVAT{ON - 8" CONCRE'~ COVER 8', BASEMENT INV. OUT ELEV. SE~PTIC TANK (TYP.'J OUT ELEV. INLET IMPER"AOUS SOIL J LEACHING POOL NOTES JJJ q TEST HOLE N.T.S. PALE BROWN ~NE ~ COARSE SAND SW RESIDENCE SIZE 0 L.F. PIPE SIZE 0 LF. 6' DIA. · 8'+/- TYPICAIi OISPOSAL SYSTEM PROFILE / DETAILS CESSPO0 CESSPOOLS~''~ CESSPOOL-~ N 88'57'40" W LOT 88'57'40" E b. LOT ~ PAt~ I< VIEW 152.50' 180.00' LANE CESSPOOL ~WELL PLOT PLAT OF LOT 4 MAP OF ORIENT BY THE SEA SECTION ONE FILE No. 2777 FILED NOVEMBER 21, 1957 SITUATE ORIENT POINT TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-07-14 SCALE 1"=40' AUGUST 8,2008 AREA = 16,625 sq, fi. 0,582 ac, N.YS. Lic. NO. 50z'67 Nathan Taft Corwin III Land Surveyor PHONE (651)727-2090 Fox (631)727-1727 OFFICES LOC. A~D Ar ~UNC ADDRESS LOT $ 88"57'40" E ¸4' Z. OT 248' 88'57'40" W r~ 439' PARK VIEW 152.50' SEW WOOD STAKE 423' r ~ s~ wood 180.00' ~ oD -o.. PREPARED IN ACCORDANCE W~TH THE MINIMUM STANDARDS FOR TITLE SURVEWS AS ESTABLISHED BY THE L.IA.L.S AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. SURVEY OF LOT 4 MAP OF ORIENT BY THE SEA SECTION ONE FILE No. 2777 FILED NOVEMBER 21, 1957 $ITUATE ORIENT POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-07-14 SCALE 1"=40' AUGUST 8, 2008 OCTOBER 24, 2008 FOUNDA}ION LOCATION AREA = 16,625 sq. ft. 0.582 oc. NOTES: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECtiON 7209 OF 1~4E NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI TUTION CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHTS Of WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, Nathan Taft Corwin III Land Surveyor Title Surveys Subdivisions -- Site Plans -- Construction Layout PHONE (631)727-2090 Fox (651)727-1727 ? 0,9 S 88°57'40" E 0 LN./S. FENC LOT (~_ STEPS STEPS -SHRUBS N 88'57'40" W 12.3' SEPTIC SYSTEM TIE MEASUREMENTS  HOUSE HOUSE CORNER [] CORNERE~ SEPTIC TANK 79' 45' COVER LEACHING POOL COVER 1 95' 61' LEACHING POOL COVER 2 96.5' 73' PARK VINW 152.50' SET WOOD STAKE ,ANN SUFFOLK COUNTY DEPARTMENT AREA APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE Date AU6 1 2 Z0~0 H,S, Ref. No. SURVEY OF LOT 4 MAP OF ORIENT BY THE SEA SECTION ONE FILE No. 2777 FILED NOVEMBER 21, 1957 SITUATE ORIENT POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-07-14 SCALE 1 "=~0' AUGUST 8, 2008 OCTOBER 24, 2008 FOUNDATION LOCATION JULY 19, 2010 FINAL SURVEY W NEW LOCATION OF LEACHING POOL 1 16,625 sq. ff. 0.382 ac. Tl~ ser~e dir~l and water Sul~l¥ fa:liti~ at this location h~ve 13~en FOR A ~t~XIMUM~_..,~ ~DROO~S. W~t~' & H~I~, P.~., GnlS'r~ Office of Wastewater Management CERTIFIED TO: BRIDGEHAMPTON NATIONAL BANK BRIDGEHAMPTON ABSTRACT LLC JOSEPH J. WALDVOGEL PATRICIA A, WALDVOGEL UNAUTHORIZED ALTERATION OR ADDmON TO THIS SURVEY IS A V~OLATION OF SECtiON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMU STANDARDS FOR TITLE SURVEYS AS BY THE LI.A. LS. AND APPROVED AND ADOPTOPTF~"~I FOR SUCH USE BY THE NEW YORK TITLE ASSOCIATION. . ' , / / /' N.Y.S. Lic, No. 50467 Nathan Taft Corw n III Land Surveyor Title Surveys -- Subdivisions -- Site Plans -- Construction Layout PHONE (6~1)727-2090 OFFICES LOCATED AT 1586 Moin Rood Jomespo~, New York 11947 Fox (651)727-1727 MAILING ADDRESS P.O. Box 16 Jomesport, New York 11947 28-262d Title Number SH281375SS SAFE HARBOR TITLE AGENCY, LTD. 1529 MAIN STREET * PORT JEFFERSON. NY 11777 1631~ 473-0800 FAX 1631~ 473-7685 Underwriter Underwriter Number Application Date 08~28~2008 Report Date 09104/2008 Joseph Waldgovel 7616 Currier Road London, NH 03307 Tel (781) 853-8091 County S/B/L District Town of Southold Suffolk 015.00 107.00 I 014.000 1000 Waldgovel Mortgage Premium Fee Premium Single and Separate Search 400.00 Charles M. Thomas, RA 206 Lincoln Street Riverhead, NY 11901 Instructions: Notes: TOTAL PAYABLE TO COMPANY $ 400.00 SAFE HARBOR TITLE AGENCY, LTD. 1529 MAIN STREET PORT JEFFERSON, NY 11777 VARIANCE SEARCH STATE OF NEW YORK ) COUNTY OF SUFFOLK ) TITLE NO. SH281375SS SS.: Lori Colletti, being duly sworn, deposes and says: That she is over the age of 21 years and that she is Vice President of Safe Harbor Title Agency, Ltd. who has examined title to the Parcels of Land described on the annexed schedule and labeled Parcels: A, B, C, D and E That said examination, made to include 8-11-2008 to determine that no contiguous property was owned by the owner of the property involved since the date of any previously Applicable Zoning Ordinance as of 4-23-1957. And, that this Affidavit is made to assist the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. Liability limited to fee paid. Sworn to before me this ~ dayof SAFE HARBOR TITLE AGENCY, LTD by ~ 04-L- ~g~c~l~i~ Notary Public, State of New York CHRISTINA E. SVOBODA Not~/Public, State of New York No, 01$V6168356 Qualified In Suffolk County Oomnflaeion Explree ~ _ ( { _ '~'O ( ( Title No. SH281375SS PARCEL A: (Subiect Premises): ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, known and designated as Lot No. 4 on a certain map entitled, "Map of Orient by the Sea, Section One" filed in the Office of the Clerk of Suffolk County on November 21, 1957 as Map No. 2777. Also known and designated on the Real Property Tax Map as: District: 1000 Section: 015.00 Block: 07.00 Lot: 014.000 PARCEL B: (Adjacent North): Lot 43 on the above map. District: 1000 Section: 015.00 Block: 07.00 Lot: 013.000 PARCEL C: (Adiacent South): Lot 3 on the above map. District: 1000 Section: 015.00 Block: 07.00 Lot: 015.000 PARCEL D: (Adjacent West): Lot 149 on Map of Orient by the Sea, Section 2, Map No. 3444 District: 1000 Section: 015.00 Block: 07.00 Lot: 014.000 PARCEL E: (Adjacent East): Three Waters Lane Sworn to before me this ~ %~-X day of ~_~, SAFE HARBOR TITLE AGENCY, LTD by t~T&, ~ Notary Public, State of New York CHRISTINA E. SVOBODA Notary Public, State cf New York No. 01SV6168356 Qualified in Suffolk Count~ Commission Expires ~_ I (- ~0 1 { SH281375SS CHAIN OF TITLE FOR PARCEL A: Edwin H. King and Frances C. King, his wife To Woodhollow Properties, Inc. Deed Dated: 4-15-1957 Rec'd: 4-22-1957 Liber: 4289 Pg: 577 Woohollow Properties, Inc. To Gerald J. Callahan and Elinor Callahan, his wife Deed Dated: 11-8-1963 Rec'd: 11-14-1963 Liber: 5450 Pg: 572 Elinor Callahan, as Surviving Spouse of Gerald J. Callahan, who died a resident of Suffolk County To Joseph Waldvogel and Patricia Waldvogel, his wife Deed Dated: 5-30-2001 Rec'd: 6-28-2001 Liber: 12126 Pg: 747 LAST DEED OF RECORD CHAIN OF TITLE FOR PARCEL B: Edwin H. King and Frances C. King, his wife To Woodhollow Properties, Inc. Deed Dated: 4-15-1957 Rec'd: 4-22-1957 Liber: 4289 Pg: 577 Woodhollow Properties, Inc. To Walter Uhl, Inc. Deed Dated: 7-20-1961 Rec'd: 7-26-1961 Liber: 5022 Pg: 591 PARCEL B CONTINUED: Sworn to before me this I'Z~ dayof 5~e~-~t Notary Public, State of New York CHRISTINA E. SVOBODA Notary Public, Stats of New YorR No. 01SV6168356 Qualified In Suffolk County Commission Expiraa 0/_ ( 1_ ~ SAFE HARBOR TITLE AGENCY, LTD SH281375SS CHAiN OF TITLE FOR PARCEL B CONTINUED: Walter Uhl, Inc. To Hiller Kahn and Norma Kahn, his wife Deed Dated: 11-9-1972 Rec'd: 11-24-1972 Liber: 7289 Pg: 373 LAST DEED OF RECORD CHAIN OF TITLE FOR PARCEL C: Edwin H. King and Frances C. King, his wife To Woodhollow Properties, Inc. Deed Dated: 4-15-1957 Rec'd: 4-22-1957 Liber: 4289 Pg: 577 Woodhollow Properties, Inc. To Walter Uhl, Inc. Deed Dated: 12-5-1958 Rec'd: 12-11-1958 Liber: 4559 Pg: 87 Walter Uhl, Inc. To Steven Kopack and Elsie Kopack, his wife Deed Dated: 7-15-1961 Rec'd: 7-19-1961 Liber: 5019 Pg: 80 Steven Kopack and Elsie Kopack, his wife To The Steven Kopack Revocable Living Trust, 50% and The Elsie D. Kopack Revocable Living Trust, 50% Deed Dated: 8-20-1998 Rec'd: 7-19-1998 Liber: 11919 Pg: 450 LAST DEED OF RECORD Sworn to before me this ('Z _n- day of SAFE HARBOR TITLE AGENCY, LTD Notary Public, State of New York CHRISTINA E. SVOBODA Notary Publio, Stata of New York No. 01 $V6168356 Qualified in Suffolk County Commission Explrea CHAIN OF TITLE FOR PARCEL D: Milford Beebe, Alene Beebe, his wife, Orrin P. Beebe, Edna May Beebe, his wife, Andrew J. Beebe, Bessie Beebe, his wife and Elizaeth Beebe Vail To Charles E. Ryder Charles E. Ryder To Woohollow Properties, Inc. Woodhollow Properties, Inc. To Jones B. Freeman Jones B. Freeman To Woodhollow Properties, Inc. Woodhollow Properties, Inc. To June B. Freeman Corrects name of grantee in Liber 7014 Pg 49 June B. Freeman To Woodhollow Properties, Inc. Corrects name of grantor in Liber 7385 Pg 578 PARCEL D CONTINUED: SH281375SS Deed Dated: 12-27-1943 Rec'd: 1-17-1944 Liber: 2337 Pg: 52 Deed Dated: 6-9-1958 Rec'd: 6-16-1958 Liber: 4472 Pg: 413 Deed Dated: 9-24-1971 Rec'd: 9-27-1971 Liber: 7014 Pg: 49 Deed Dated: 3-15-1973 Rec'd: 4-25-1973 Liber: 7385 Pg: 578 Deed Dated: 11-17-1976 Rec'd: 12-15-1976 Liber: 8158 Pg: 360 Deed Dated: 12-3-1976 Rec'd: 12-15-1976 Liber: 8158 Pg: 363 Sworn to before me this I'Zrg day of ~/24t ~? Notary Public, State of New York CHRISTINA E, SVOBODA Nota~J Public, State of New York No, 01SV6168356 Qualified in Suffolk County Commission Expires O/- I {--~O I I SAFE HARBOR TITLE AGENCY, LTD by ~ SH281375SS CHAIN OF TITLE FOR PARCEL D CONTINUED: Woodhollow Properties, Inc. To James Latham Deed Dated: 12-16-1976 Rec'd: 12-21-1976 Liber: 8162 Pg: 185 James Latham To Peter Nathanson and Sandra Nathanson, his wife Deed Dated: 7-28-1983 Rec'd: 7-29-1983 Liber: 9397 Pg: 155 Peter Nathanson and Sandra Nathanson, his wife To Cross Sound Ferry Services, Inc. Deed Dated: 7-31-1987 Rec'd: 8-11-I987 Liber: 10388 Pg: 523 LAST DEED OF RECORD PREMISES EAST: Three Waters Lane Sworn to before me this {'Z~ dayof 5-~a_.J SAFE HARBOg TITLE AGENCY, LTD Notary ~ubli~, State of New York CHRISTINA E. SVOBODA Notary Public, State of New York No. 01SV6168356 Qualified in Suffolk County Commisslon Expires~.~_ { [-'-~0 [{ REScheck Software Version 4.1.3 Compliance Certificate Report Date: 09/12/08 Data filenarne: C:\Documents and Settings~Administrator~Desktop\waldvogel.rck Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: THREE WATERS LANE NEAR PARK VIEW LANE ORIENT, NY 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Non-Electric 12% 5750 Owner/Agent: JOSEPH & PATRICIA WALDGOVEL 7616 CURRIER ROAD LONDON, NH 03307 (781) 853 - 8091 Compliance: 40.1% Better Than Code Maximum UA: 679 Your UA: 407 Designer/Contractor: CHARLES THOMAS, R.A. 206 UNCOLN STREET RIVERHEAD, NY 11901 (631) 727-7993 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Wall 2: Wood Frame, 16" o.c. Basement Wall 1: Solid Concrete or Masonry Wall height: 7.0' Depth below grade: 4.0' Insulation depth: 7.0' Window 1: Wood Frame:Double Pane with Low-E Basement Wall 2: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 3.0' Door 1: Glass Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space Furnace 1: Forced Hot Air78 AFUE 1608 15,0 15.0 51 884 38,0 38.0 12 1821 15.0 15.0 80 1040 15.0 15.0 46 1280 10.0 10.0 48 252 0.360 91 189 10.0 10.0 5 126 0.210 26 1607 15.0 15,0 48 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit ~plication. The~proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a I~istered Design ProfessionS, h~Js stamped and signed this page, they are attesting that to the/best of his/her knowledge, I~f[ and professional judgment, such plans ~r~sp/~ciflcations are in.coml~iance with this Co<~, ,, ~ ~ j Name - Tit~ ~ [ ~.,~TM Signature Date Project Title: Report date: 09/12/08 Data filename: C:\Documents and Settings~Administrator~Desktop\waldvogel.rck Page 1 of 4 REScheck Software Version 4.1.3 Inspection Checklist Date: 09/12/08 Ceilings: ~1 Ceiling 1: Flat Ceiling or Scissor Truss, R-15.0 cavity + R-15.0 continuous insulation Comments: Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" o.c., R-15.0 cavity + R-15.0 continuous insulation Comments: [] Wall 2: Wood Frame, 16" o.c., R-15.0 cavity + R-15.0 continuous insulation Comments: Basement Walls: Basement Wall 1: Solid Concrete or Masonry, 7.0' ht / 4.0' bg / 7.0' insul, R-10.0 cavity + R-10.0 continuous insulation Comments: Exterior insulation has a dgid, opaque, weather-resistant protective covedng that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Basement Wail 2: Solid Concrete or Masonry, 4,0' ht / 3.0' bg / 3.0' insul, R-10.0 cavity + R-10.0 continuous insulation Comments: Extedor insulation has a dgid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: [] Window 1: Wood Frame:Double Pane with Law-E, U-factor: 0.360 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes No Comments: Doors: [] Door 1: Glass, U-factor: 0.210 Comments: Floors: [] Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-15.0 cavity + R-15.0 continuous insulation Comments: Heating and Cooling Equipment: [] Furnace 1: Forced Hot Air: 78 AFUE or higher Make and Model Number: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials, If non-lC rated, fixtures are installed with a 3" clearance from insulation, Vapor Retarder: [] Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials identification: Project Title: Report date: 09/12/08 Data fllename: C:\Documents and Settings~Administrator\Desktop\waldvogel.rck Page 2 of 4 [] Matadals and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipme0t and service water heating equipment have been provided. Insulation R-valces and glazing U-factors are clearly marked on the building pians or specifications. Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least [] Return ducts in unconditioned attics or outside the building are insulated to at least R-4. [] Supply ducts in unconditioned spaces are insulated to at least Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa), [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electric meters exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. [] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. i~1 Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Report date: 09/12/08 Data filename: C:\Documents and Settings~Administrator\Desktop\waldvogeLrck Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Fluid Temp. Range(°F) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 09/12J08 Data §lename: C:\Documents and Settings~Administrator~Desktop\waldvogel.rck Page 4 of 4 IMBEB cERTIFICATION EAD cON'~ENT BEFORE 'IFICATE OF oCCUPANCY LDER uSED IN WATER ~PPL Y SYSTEM cANNOT cEEB 2/10 OF 1% LEAD. COMPLY WfTH ALL. CODES OF NEW YORK R'TATE & TOWN CODES AS REQUF-E,_- AND CONDITIONS OF _ SgUTHOLO TOWN ZBA $OUTHOLD TOWN PLANNING 80ARD 80UTHOLD"OWN TRUSTEES N.Y,$, DEC fLOOD ZONE (;OMPLY WITH cHAPtER FLOOD DAMAGE PREVENTION S©UTHOLD TOWN CODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. pLUMBiNG ALL PLUMBING WASTB WATER UNEsNBEO TES~ING BEFORECOVERING OF l~ElO~ COOt. DO NOT PROCEED;WITH FRAMING UNTILSURVEY OFFOUNDATION'LOCATION HAS BEEN APPROVED. A ,pROV O AS OIED FEE:~ DEPARTM FOLLOW ~ ~T~ . ]WO ~EQU~ED FOR puun~ REQU~REME~ .~ RESPONSIBLE FO~ ~ORK STATE. ~.~.cTlON ~RROR~. O.GCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE 8'-0" PLATE HEIGHT FRAME GARAGE ROOF THRU ~ LAYOVER MAIN ROOF FRIEZE BOARD T.O, SECOND FLOOR B'-D" PLA~ HEIGHT . T,O, WINDOWS AZEK BOARD ANDERSEN ~MNDOWS 400 SERIES (TYPICAL) 9080 O.H DOOR FRONT SCALE: 1/4" = 1'-0" ELEVATION 5/4"x4" WINDOW & DOOR SURROUNDS T.O FIRST FLOOR :CHIMNEY FLASHING NDERSEN ~NDO~ ILT WASH FEA~JRE ~LLSECOND FLOOR ~NDOWS (tYPICAL) lARD W/SOLID CRO~N ~EEP SHINGLES OVER (sEE DETAIL PAGE 5) I t -- t PEEFEC'~ON ~INGLES__ T,O, WINDOWS T.O. SECOND FLOOR 9' 0" PLATE HEISHT %0, WINDOWS ANDERSEN WINDOW~ ~ 400 SERIES (TYPLCAL) T,O, FIRST FLOOR 12"¢ PERMACAST COL. REAR ELEVATION SCALE: 1/4" = 1' O' 5/4"x4" WINDOW DOOR SURROUNDS UJ DESIGN CRITERI ;ROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD LiVe DE;A~) ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT FIRE TYPE OF SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTLON LOAD OCCUPANCY AREA CONSTRUCTION LOAD (MPM) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION WEATHERING DEPTH tERMINATE DECAY REQUIREO 45 PSF 120 B SEVERE 48" MCOERA'~ SUGHT II Y E S FROM 1996 I0 PSF !0 P~F PERIMETER EDGE ZONE" 6.72 PSF EDGE ZONE = 35.6 PSF R-I 30'-0" "IRST FL, = 452 SF TYPE V TO TO FIRM MAPS IN3ERIOR ZONE = 51,4 PSF INfeRIOR ZONE -- 28,9 PSF ~ECOND FL, EXIS~NG HEAVY MODERAte IHESE DRAWINGS AND ACCOMPANWNG SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND ~IEIH USE AND PUBLICATION SHALL BE RES~LCTED TO THE ORIGINAL STP FOR WHICH THEY WERE PREPARED, REUSE, HEPRODUC30N OR PUBLICATION BY ANY ME~qOD, IN WHOLE OR iR PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM TNE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH NHE ARCHITECT, MSUAL CONTACT WITH IHEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC~ONS SHEET NO. 1 1 / I-~- I e' POURED OOJICRETE FOUNDA~ON // ~-~. / / ~ . MIN 35 GELOW GRADE <~ ~ J 0 ~ (MUST SE VIRGIN SOIL) r I, I I ., I ...... ~ ........ ~ --I m ' ' ~, ~ ~ ~ .-- ............... ~- ~1~,~ ~------ ~ ........... ACCESS ~m ,,. WALL ON 8X16 POURED ~ Iii N o ~ ~ ~ J I CONCRETE FOOTING BEAM P~K/T~ , ~ ~GIRDERS ~HA~ BE SHIMMED ~ J I , ~ / WA~S ABOVE~ I I ~, 81RBER IN~RSECTON) · WI~ S~EL SH MS (~P) E I / k=~ ~ ...... ~ .... ~ I j[ c J I I J /POURED CONCRETE FOOTING ~ I ~I '~ ~ ~ ~ ~ ............... .... m m j :L~ Jm 0 E L L A R ~ ~ (~PICAL THROUGHOUT) m JJJ [BE~.~o~J~ xx R-19 INSULA~ON i I ]e I' COMPACTED POROUS FLL ~ ~ ~ ~--~ ¢ POURED CONCRE~ SLAG [ ' ~ ~ ~ ~ SMOKE ocuuw o ~ J ,. -- ...... L~.ON j J WALL O~"X 6" POURED ~ m J 12"~ ~BE FOO~NGS ~ ~ ~LO~ ~Q JST, 8" POURED CONCqE~ FOUNDA30N (MUST BE VIRG N SO L) FOUNDATION SCALE: PLAN LM PLUMBINGRISER DIAGRAM SCALE: N.T.S THESE RRAWINGS AND ACCOMPANYINB SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE ~E EXCLUSIVE PROPERTY OF THE ARCHITECT AND IWEIR USE AND PUBLICATION SHALL BE R~STRIC~O TO THE ORIGINAL SI~ FOR WHICH TREY WERE PREPARED. REUSE, REPRODUCllON OR PUBLICATION BY ANY METHOD, IN WIIOU- OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION fROM THE ARCHITECT. TITLE TO THESE pLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT W1TH THEM SHALL CONSllTUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRICllONS SHEET 2 8'-10~ 4'-5" 4'-5" ~'-7" 6'-5" 245; 73'-0" S TORAiGE TO SMOKE GIARAGE 1HR, RATED 5/8" TYPE X SHEETROCK WALLS ~ CEILING 14'-0" FRAMI GARAGE ROOF THRU COL, 3'-10" '5062 PANTRY 5-2"x12'' HDR (3)--11~" M.L, FLUSH D I N I NG rj ~3-2"xl "__2 RO0 9'-0" CEIUNG HT, CARBON (5)--11]" M.L, ~USH 2852 ROOM 28 15R j F 0 Y E R CLOSET 38'-0" 73'-0" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" THESE DRAWlNBS AND ACCOMPANYING SPECIFICATIONS, AS [NSIRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHI~CT AND THEIR USE AND PUBLICA~ON SHALL BE ~ES~ICED TO ~E ORIGINAL SIE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUORON OR PURLIGAllON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITB THE WRDHITECT VISUAL SONTAGT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICWONS ill SHEET NO. 3 __ I~~[r ,-ii ---I[ , ~ .... · DOOR SURROUNDS · DOOR SURROUNDS SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" I 'r nI [~] I .......... ] I I ~11 I I ~ I I ' I ~ I m m ~' m,, ' I I ~m il I J~'-o" m ~ m -m~ m mm ,.-~.. lO._1o~.. 1~,_,~.. mm m m m ~ ~ I m I ~ I .i :.. ~, ,oo~ ~ I ~ ' I ~ , / ........................ ~ .... J ~it~ r r.!;---- ~---; ........ Y .......... ._j , l .... l ~ ........... ............ ). m ) , ,~.~ ~ ~ , ~ ~.~,o ~,~ ~- m).m ~,~,, ,, ~, ~ ..... ,7'- .... ~ ....... ' .... Zr ..... -~ + ~ ~,~'-~ ~ ~ ~-N mi, "~"~?" ~" ~"~" "~"" ~'~-~" __' ~~:mo m ) m y ~ m ,~ j ~_~oo~ y :;;qC~J~:m ~ Ill I I ~ ~ I ~ B E D R 0 0 ~ ~ ~ .-~4~-q ....... J I ' " ~ ~ ~ " ~ ,~ II I ~ ~ - I ~ m I ~: . ~ . _ -- , ~'-~" I ~ ) ~ ~ ~ I I ~ / · ,m m k ~ ~ ~~1~ I~ ....................... q- ~ CLOSET ~ I CLOSET ~ ~e ~ ~ I I ~ .,.~,, ~- .. It % ...... , .................... k ~ ~ I I ~ ~R~ ~ I I I I . I ~--~'-'~'~ --~'~ --~ I I i~ .... I I , ~ I ',',L ....................... L__Z ...... , , , ........... ....... .. ',, ', ....... ............................ I I ~"xa" .~ I ~u.~ o~ ~.~o. w*~ ~ ~.oor a~ow I I I I I I , Jml I (~ SECOND FLOOR PLAN u ........ ~ SOAL[: ~/~"= r-o" I 12" RIDGE ($)-2"x12" GIRDER ATTIC 2"X1O" ACQ JOISTS O 1§" TYPICAL ROOF CONSTRUCTION OOFING OVeR 15~ ROOF FELT ON 1/2" CDX PLWKICD SHEA~INO. 2"X§" ROOF RAFTERS · 16" O.C. --113 TYPICAL CEILING CONSTRUCTION X I0' CEIUNG .JOISTS O 16" W/R-30 BAT[. INSULATION 9'-O" PLATE HEIGHT TYPICAL CEILING CONSTRUCTION 2' X 10" CEIUNG ,JOISTS W/R-50 BATT. INSMLA~ON TYPICAL FLOOR CON',;TRUCTION 5-2"X12" ACO GIRDER 12"¢ TUBE FOOTINGS MIN 36" BELOW GRADE (MUST BE VIRGIN SOIL) 11 7/8 TJ dOISTS ~* 16"0,C, W/3/4' PL SUBFLOOR T~I~AL WALL CONSTRUCTION TYPICAL WALL ~UCTION I~c*L) CEDAR PE~FEC]ION B'tlNGLES TYVEK HOUSE WRAP 1/2' CD X CEDAR P~F~C~ ~N~S ~p 1/2" CD XI PLYII~C)OD SHEATHING ON 2"X6" I~O, S~DS ~ 16" O.C. PLYWOOD SHEATHING ON 2"X6" 16" O.C. W.I, M-19 INSULA'~OR t R-19 ~NSULA'nON CLOSET TYPICAL FLOOR CONSTRUCTION 11 7/8 TI FLOOR ,DISTS ~i' 16~O.C. W/5/4" PLYWOOD SUBFLOOR W/MIN, R-19 BATT, INSULAtiON T.O RRST FLOOR 2" X 12" RIDGE TYPIC/ ~UCTION 11 7/ ~ W/3/4" PLYWO00 SUBFLOOR IRSULA]ION 8" POURED CONCRETE FOUNDATION WALL ON A B" X 16" POURED CONCRETE FOQ~]NG LiQUiD MEMBRANE WATERPROOFJN~ COVE OVER FOOTING (TYP) CRAWL I,E STOp PER SPACE ',~ coot (~) P,C, FOOTING BELOW COLUMN SCALE: 1/4" = 1'-" TYPICAL ROOF CONSTRUCTION ROOFING OVER 1§~ ROOF FELT ON 1/2" (:DX PLW~OD SHEATHING. 2"X10" ROOF RAF~RS · 16" O,C. 8" POURED WALL ON A 8" X 16" P CONCRETE LIQUID MEMBRANE OVER COVE 4 MILL VAPOR BARRIER ATTIC ~4+- RBAE MASTER BEDROOM ORIDBIN6 TO BE 1"X3# ~OLID '~OD OR METAL CELLAR 2"xB" DCA SILL PLATE TERMITE SHIELD 1/2" DIA. ANCHOR BOLTS 12"¢ TUBE FOOTINGS MIN 36" BELOW GRADE (MUST BE VIRGIN SOIL) CROSS SECTION SCALE: 1/4" = 1'-" 1 3" SOUD -- 5/4"x4" BLOCK GRADE TYPICAL BELTBOAD DETAIL SCALE: N,T.S, THESE BRAWINDS AND ACCOMPANYINO SPECIFICATIONS, AS INS~UNENTS OF SERVICE, ARE DIE EXCLUSIVE PROPERTY OF THE ARCHITECT AND ~EIR USE AND PUBLICA~ON SHALL BEiRESTRICTEDI TO THE ORIGINAL SI~ FOR WHICH THEY WERE PREPARED. REUSE, REPRODUC~ON OR PUBUCA~ON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRI~N PERMISSION FROM THE ARCHIEET, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHiTECT, VISUAL CONTACT ~TH THEM SHALL CONSTITUTE PRIMA FAClE EVIDENCE OF ACCEPTANCE OF THESE RESTRiCTiONS O,C z 0 >- > W .C° 1-.-o ° SHEET NO. TOP PLATE BOTTOM PLATE TOP PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION 5.`3.1.1.1 JOIST OR BLOCKING JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS 1/3 SPANI t FOR BLOCKING BRIDGING SEE WFCM SECTION `3.`3 TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3.4,1.1.1 JOIST ENDS TO BE BLOCKED AGAINST ROTATION IN ACCORDANCE WITH WFCM &&1.5-END RESTRAINT AND `3.3.1,4 BRIDGING BAND JOIST OR BLOCKING SILL PLATE PLATE JOIST CRAWL SPACE OR BASEMENT FOUNDATION JOIST ,3 IN, MIN. IN,x4 IN, RIBBON INTO STUD - FOR FIRE BLOCKING MONOLITHIC SLAB-ON-GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE BEARING WALL BALLOON FRAMING TYPICAL WALL, FLOOR & ROOF FRAMING WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD S~UC~URAL PANELS FASTENER SPACING FASTENER 2 FEET 4 FEET 6 FEET PANEL SPAN ,< PANEL SPAN ~< PANEL SPAN ¢ PANEL SPAN TYPE ,< 2 FEET ,< 4. FEET (~ 6 FEET ~: 8 FEET 2 1/2" ~6 16" 16" 12" 9" WOOD SCREWS wuuu u~,2, ,,.1./~2"S J~/~ E WS 16" 16" 16" 12" D. THIS TABLE BASED ON 110 MPH WiND SPEEDS AND A 35 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ~THDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) EX1ERIOR WALL SNAPPING 8: ANCHORING SCHEDULE AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDC AfiNi)TES NAILS NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS ll4E REQUIREMENTS IN THE SBCCl (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION. SSTD 10-99) TABLE 505 F1 FOR RAVE CONNECTIONS. TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS ANB TABLE 5,2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN, NAIL PENETRATION INTO FRAMING IS ACHIEVED, INSTALL THROUOB FIRST FLOOR SHOE, ROOF RAFTER 20 GA. STRAP-I~" W/(8) 8d NAILS EACH SIDE WIDE MIN. ROOF RAFTER SCALE: N.T.S. CORNER AND PARTITION POSTS NOTE: A THIRD STUD AND/OR PARTITION INTERSECTING BACKING STUDS SHALL BE PERMITTED TO BE OMITTED THROUGH THE USE OF WOOD BACKUP CLEATS OR METAL DRYWALL CLIPS THAT WILL SERVE AS ADEQUATE BACKING FOR THE FACING MATERIAL, FRAMING DETAILS 16d NAIL AT 24" O.C, IAd NAIL AT 6" O.C, LL PANEL EDGES) (o) O~CORNER DETAIL IAd NAIL AT 6" O.C. LL PANEL EDGES) GYPSM BOARD INSTALLED IN ACCORDANCE WITH WFCM TABLE 3.1 16d NAIL AT 24" WOOD STRUCTURAL PANEL IN ACCORDANCE /ITH WFCM TABLE 5,1 8d NAIL AT 12" O,C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES BOARD INSTALLED IN ACCORDANCE WITH WFCM TABLE BLOCKING (b) INSIDE CORNER DETAIL EXTERIOR CORNER 'WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WiTH WFCM TABLE 3.1 8d NAIL AT 6" O.C. ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12 O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES FRAMING TOP PLATES BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR ~STUD 5/8" MIN. TO EDGE WFCM 2001 SBC HIGH WIND EDITION SECTION 5.4,5.1.1 FIGURE 3.50 AND BORED HOLE LIMITATIONS INTERIOR NONBEARING WALLS NOTCHING FOR TOP PLATES - ~FADGR - ' CONN A F --QUI HEADER STUDS FULL LE ~ WA S LN UPL~ CC mEG1 R ~UIR~ J BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD ENDWALL ~ A BLOCKING Simpson Strong-Tie Simpson A35- Chimney Framing PHD / RIDGE DETAIL ~ CORNER BRACING SCALE: N.T.S. BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR FLOOR SECllON; A-A iD 5/8" MiN. TO EDGE IF HOLE IS BETWEEN 40% AND 60% STUD DEPT~ THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED WFCM 2001 SBC HIGH WIND EDITION SECTION 5,4.1.1.1 FIGURE $.3 A NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS 2x4 CONTINUOUS BRACE AT 6' Q.C. TOP PLATE NAILS SEE STUD TO RAFTER STUD TO STUD DETAIL UIREB LENGTH STUDS NO'II: UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN 5d COOLER NAILS AT 10" 2"x4" BLOCK NAILED TO EACH BRACE ~TH ¢-10d NAILS 20 GAUGE STRAP ADDITION TO CONNECTORS AT GYPSUM BOARD WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES TYPICAL FRAMING AND UPLIFT OR CEILING JOIST 5d COOLER NA'LS AT 7" O.C. BUT NEED I EXC ED 15 FT, FOUNDATION Stron g- Tie BRACING (WFCM FIGURE 3.7b) CONNECTIONS FOR OPENINGS lO-Bd NAILS AT END BAYS ENDWALL STUDS CEILING BRACING GABLE ENDWALL ~~E OF FOOTING O1 ~ ~ H/~ BUT NEED NOTI CLEARANCE FROM SLOPES (PHDS) DETAIL ,,,0,> 6ONNEC1[D TO NO CEILING DIAPHRAGM REQUIRED AT HA~DV/^~E HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, WINDOW AND DOOR OPENINGS: (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 3,80 & 3.8b) % GABLE 8d NAIL AT 4" O.C. 1~" MAX. I :D ON SHEAR WALL REQUIREMENTS -- ;NTER 2x BLOCKING ON SHEATHING JOINT RUCTURALPANELS AND ON WALL BELOW BASED ON SHEARWALL REQUIREMENTS ENDWALL, BALLOON FRAMING PREFERRED METHOD 8d NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES GYPSUM BOARD FLOOR TO FLOOR CONNECTION (WFCM FIGURE 5.7a) RIDGE TENSION STRAP USE 8-8d COMMON NAII. S ~ E~ACH END ~O.F~ 1-1/4 ~- uAUGE STKAH ~ RIDGE TENSION STRAP DETAIL NAIL AT '24" O.C. ,, 'IBd NAIL AT 6 O.C. (ALL PANEL EDGES) JRAL PANEL ~,CCORDANCE WITH DETAIL BOARD 8d NAIL AT 6" O.C. (ALL PANEL STRUCTURAL PANEL INSTALLED IN ACCORDANCE NAILING SCHEDULE WCFM HIGH WIND EDITION) OUTSIDE CORNER DETAIL WOOD STRUCTURAL PANEL INSTALLED ACCORDANCE NAILING SCHEDUL (TABLE 5,1, WCFM HIGH WIND EDITION', 8d NAIL AT 6" O.C, ALL FRAMING MEMBER.~ AT PANEL EBGES ANE 12" O,C, ON FRAMING MEMBERS NO] AT PANEL EDGES) NAIL AT 24" O.C. (B') INSIDE CORNER DETAIL T A B L E R501.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ,ROOMS OTHER THAN SLEEPING ROOMS 4-0 SLEEPING ROOMS ,30 STAIRS 4.0 GUARDRAILS AND HANDRAILS 200 EXTERIOR CORNER FRAMING SHEET NO. D-1 · ;ILL OR BOTTOM PLATE TOFOUNDATION ANCHOR BOLT The design of this structure Is based upon prescriptive approach using the 0 E N E R A L N 0 T E S: NAILING SCHEDULE CONNECTIONS RESISTING LATERAL & SHEAR LOA~S wood Frame Construction Manual (WFCM) 2001 SeC pubNshed by The American Forest end Paper AssaclaUon and the 'RESIDEN~AL CODE of NEW YORK STATE' 1, All works shall be performed in aaoordance with all state 2007, municipal, local zoning and building codes and ordinances ha ng juMsd,at,on and Pest standard, af oonst ot,o. For the Climatic and Geographical Design Criteria, see Table R301.2(1) on practice, sheet no, 1 The American Institute of Architects Conditions shell apply All non engineered lumber to be Douglas Fir#2 or better to all work performed on this project. Design Criteria-Section R301.2,1.1. (See Table R3D1,2.1.2. for Wind-Born Debris discrepancies must be brought to the attention of the Architect Protection Fastening Schedule For Wood Structural Panels) prior to commencement of construction, The Contractor shall be Dead Load-Section R301.3 responsible for corrections not reported once he has started work Llvs Load-SeaMan R301.~- except for hidden Job conditions. Light end Ventilation-Section RSD3 3. Contractor shall guarantee to the Owner that all materials and Minimum Roam AraB-Section RSO~- equipment incorporated in the work will be new, and that all work Celllng Height-Section R305 will be of good quGIIty, free from faults and defects for e period Sanitation-SeaMan R306 of one year form the date of the Bnal Certificate of Occupancy. Toilet Beth and Shower Space-Section R307 4, The Architect shall not be responsible for the construction means, Glazing-Section RSOB method, techniques, sequences or procedures or for the safety C~rages and Carports-Seatlon R309 precautions and progress In connection with the work, and he shall not be responsible for the contractors failure to cart out Exlt-SecBonEmergencY EscaPeR311 and Rescue Opening-SeaMan RSIO the work In accordance with the construction documents. ~he Landing-Section R312 Architect shag not be responsible for the eats or omlsslan by Ramps-Section R313 the contractor No changes shall be made in the documents Stolrwo~-Seetlon R31~ and/ar the building as designed without the expressed written Handrail-Section R315 aonsent of the Architect, Guards-Section RS16 5, The contractor and all subcontractors shag maintain continuous Smoke Alarms-Section R317 insurance coverage statutory policies (Worker Foam plastia-Sectlon R31B Compensation, etc.) end general liability in an mount not Flame Spread and Smoke-Section R519 less than $ 5 million end automobile liability and damage Insulation-Section RS20 coverage nat less than $ 2 minion. The Architect shall be DweNing Unit Separation-Section R321 named insured on on~ and all policies, Moisture Vapor Retarders-Section R522 6, Provide 0,025" aluminum recite shield over fibrous Protection Against Deco~-SecMon R325 Insulation at all per[met~ Protection Against Termites-Section R324 Site Address-Section E325 7. All wood in contact with concrete or masonry to be Wolmanized Accesalblllt~SecMon E326 or pressure creosoted, Flood Resistant ConatrucDon-Sectlon R327 8. A s~ngle stamen smoke detector elate device shell be installed In each bedroom, on ag floors and shall be ~11 Interconnected per code. Design based upon presumptive load bearing v~ues of sandy gravel ~nd or gravd 10. Heating to be designed [o provide 70 degrees F, with outdoor per square foot. Contractor to consult Arcl[ec[ If different sou materials are designed air-temperature of 0 degrees F. and 15 MPH wind, found upon ex.ovation, 11. All electrical work to be In accordance to the rules and regulation of N,Y.B,F,U. end a N.Y,B,F.~, certificate F~undatlon Notes: 12. Plumbing Installation ~o comply with State and Local codes 5~8" Ancot Bolts (SSTB-28) See chart on ~hls sheet for spacing and the sewage disposal a~em to meet Health D~artment stondards, 13. Do not scale drawings. Use figure dimensions only, 8' poured concrete foundation wall, 8'-0~ high, 3000 ~ test ~4. All work ~o conform to the rules and regulations of the New York Minimum depth-Section ~03,1,4, ~' minimum coverage to top of footing Energy Conversotion Construction Code. All glazed are~ to be double 16 x8 poured concrete wall footings, 5000~ tes~ glazed and all exterior door to have insulated cares. ~" poured concrete floor sl~b with 6xGx~lO mesh ~nd vapor barrier the Code's minimum standards, Deep proofing at exterior foundation below grade-Section E406 I~. ~ese drawings end speclflcaMan ore instruments of service and 30"xSO'x12' deep poured concrete column footings, 3000~ test shaN remain the property of the Architect whether ~he project for De=k and porch flootin~s as noted, 5000~ test, ~" minimum buried d~th on any other project except by written outhorlzaRon of the Architect, 17. Architect has not been retained for site supe~is~on, on-site FoundoMon waN to extend ~ minimum 8~ obove finished Erode inspection end ce~ificaUons os required or requested by the OwneD All footing to be co.led Gown to undistu~ed soft controctor or local building deportment, No footing shall be se~ higher th~n ~ SD degree oriole from ~ny other footing Provide 3 1/2' steel I~Uy columns. B~ckflll shell not be pieced ogeinst the wall until the woll has sufficient UPLIFT - CONTINUOUS PA~ CONNECTORS /5- ~D TO STUD broced to prevent dosage by the bockfill (Section R40~.1,7.) 0 G-TIE CONNECTORS 4- 8D TO PLA~ Flonrs - WFCM Prescriptive Method. FOLLOW PRODUCT SELEC~ON GUIDE AND FIREDOARD PANELS , . Floor from&no shell be noiled In eocordonoe with Teble 3,1 ~CM HIGH ~ND EDISON, INSTALLA~ON MANUAL FOR HIGH WIND RESISTANT 7/16" 6d 5' EDGE / 6 FIE~ ~ / (EVERY STUD) ~ SIMPSON o~/~q" ed 5" EDgE / 6' FIELD ~ ~ / ~ ~ ~" ANCHOR BOLT (1~*') Draftstopping - Section R502,12 CONS~UC~ON CATALOG C-HW02 SaBon ANCHOR BOLTS IN F~NDA~ON USE: 'w~ . ' . / < ~ / B?5 PLATE GIPSUM WALLBOARD 5d CO0~RS I EDGE / 10 FIELD / . ~ / 7' MINIMUM EMBEOMENT Floo~ Construetlon, SS~28 ~ BEARING PLA~, SEE FOUNDATION -- ~ SimpsoR S~r0n~-Tie HARDBOARD 5d (SEE TABLE ~.9) ~ / ~ (SEE ANCHOR SCHEDULE, . 5/~ pl~ood subfoor, f~sten per T~be &l WFCM NOTES FOR SPACING Floor ~ists: see Foundation and Floor Plans. spQcin9 os no[ed. / U2~O 2X~ PARTIC~OARD PANEL Bd (SEE TAB~ 3,9) I ~. ~ ~ / m I F m ON DWGS A-3.1 AND A-3,2) Fasten per Table 3,1 ~CM SILL P~TE TO RIM JOIST USE: ~ ' ~ ~ ~ I.~ / ~ I I I I 2-2x8 ACQ sic with te~lt; shield and sill seah L~4 16~ O,C, AT EX~RIOR PERIME~R AT EACH RAFTER DIAGONAL BOARD SHEATING ~ ',~. ~ ~ I ~ I ,h~ ~S~PSON Finish floors per agreement, AND GARAGE/HOUSE COMMON WA~ "~R" ~ "~R" 2-8d PER ~IPPORT ~ ~ ~. ~ ~ J ~r~ ~ PHD5-SD53 USE (4)-8d NAILS AT EACH END ~ ~ ~-/UO X / I/Z WoN construcDon - WFCM Prescripti~ Method. . ..........~............. ,~.~~. ~.'?' ~; ~ ~-'~ I IIt~ (14) SDS ~" X 5" WOOD SCREWS Wellfrom[ng and finishing shall be nailed and or screwed In accordance wl~h GARAGE S~D (,ARAGE ~ILL PLATE USE: . ~ , · . . .. · . ~ ~ ~1 [1~[ ~ ED~EN Table 3,1 ~CM SSP CONNECTOR AT 16 O.C. MULL: lx6 fascia, wrap USE (4) ed NAILS AT EACH END FLOOR SHEA~ING ~.~ ~' ~'a,~ ."%%' ~ .', ~ ~~ (SEE FOUndATION PLANS A-3.1 AND Overhangs o~ noted, - ~mmummnum gutters and leaders, S)dlng. see Elevations. MTS 36 16" OC I I~ ~ ,, - 'OR~SS 8d 6"EDGE/ 2"FIE~ ~ '~. '.~.,'~.',.~.~~ T~housewrap, USE F4~-ed N~ILS AT EACH END = ~ ' BOLTSAT16 ONCENTER DIACONAL ~OARD SHEA~NG ~"~?~" ~'' ~'',~"~ ~ o/o;m~e~/~ ~s~.~.~ll.x uw~ mb°ard USE (4)-ed NAILS AT EACH END ' t -- f'x6' OR 1'X8" 2-8d PER SUPPORT ........... V~4~'~ : ~'~ ~ee~'' . ~- garage, ~l~ N, ;~UT ~ ~ (~ ~,:., SEE PLAN At least one window in each sleeping room shall comply with the exit reqirement. MTS 36, EACH ROOF RAF~R U2~O 2X6 f'XlO" OE WIDER 3-8d PER SUPPORT ~ ~[~ of section R310. USE B 16d NAILS AT EACH END ' ~'~ . ~' .~ Nato drilling and notching limitations in figure R602.6(1) for bearing walls ~nd RAF~R TO RIDGE TO RAF~R CONNEC~ON USE: AT EACH CEILING JOIST 1, NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6 ON-CENTER AT ~E PANEL EDGE , IF WALL SHEATING IS ,:~ figure R 602,6(2) for non - bearing walls, H7 EACH ROOF RAF~R j ...... ~.,, NAILED 5" ON-CENTER AT THE PANEL EDGE ~~ ~ Follow exterior comer ~emlng detail figure R602,10.5 -~ ~-/U~ X [ //Z TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR S~UCTURAL MEMBERS SHALL BE DOUBLED. OR . W~//T~ ~1 [~TI~I ~I~I~TI~] ~ ~DECK POST TO CONCRETE CONNEC~ON USE: / Roof assemblies - ~CM PrescripM~ Method PBS44A FOR EACH POST ALTERNATE CONNECTORS SUCH AS SHEAR PLA~S, ~" ~ .............................. ~ ~ SHALL BE USED TO MAINTAIN ~E LOAD PA~, ~ ~ AspheH strip shingles shall hove minimum of six (6) fsteners per shingle (section , . R905,6) DECK POST TO GIRDER CONNEC~ON USE, PC~4 FOR EACH POST 2. WHEN WALL SHEATING CON~NUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED ' ~ ~ ~ -- Underl=~e~t =pplic=tlon (Section R9~5,2.7,) TO BE REDUCED TO 1-6d NAIL PER FOOT, SIMSON STRONG - ~E ~ For roof slopes of two (2) unlts verBcel In twelve (12) units horizontal (17- GIRDER TO OECK JOIST CONNEC~ON USEI WRAP UNDER SILL PLATE ,_ ~ell be two (2) I~rs applied In the following manner. Apply A lO-Inch (483)strip P5720 (ALIGN WiS JOIST BELOW) ~., AT EACH DECK/PORCH JOIST MIN. OVERLAP mS 12" ~ / ~ ~ ~ ~ underlo~ent felt layers with and atorUng at the eaves, fastened sufficiently to PORCH POST TO GIRDER USO PS720 Starting at the save , apply 36- Inch wide (914 mm( sheets of underma~ent, H2.SA AT EACH ROOF RAFTER o~Happlng successi~ sheets 19 Inches (483mm), and fstened sufficiently ~o hold In place. T~I~A/ A ~ Underla~ent In High wind (SecHon R905.2,7,2) STY "BEARI G ' ~ ' / ~ i - / , I STRONG-TIE Mechanical - Chapter 12 FOR HEADER OR ~ ~X ~ /~ ~ ~ ~ ~ X ~ ~ ~:. // ~/)/ MTS56 OR 1 1/4" COIL~neral Mechanical S~[.m-Chapter 15BEAM-~ ~ Healing and cooling equipment - Chapter 14 ~ ~ ~ ~' .' .. / : AT EACH ROOF RAFTER USEDUCtcombusttonS~temAir- -Ch"pterChopterl6 17 AC4 p g- /~ ' ~ ~ ~ ~ Chlmne~ end Vents- Chapter 18 ATEACHPOS~ ~ ~ ~ ; ~ . ' ~ ~ ~ ~ F 8-16D NAILS AT EACH ~ND, PmumbM~ - ~.rt vim Simpson Strong-De- 'm m ~ ~ ~ O~RLAP AT EACH ~ ~ % ~ ~ 2 MINIMUM ' CNW NUT COUPLER % FLOOR TO FLOOR SILL PLATE JOIST AND ~'~ ~:'~...-. · C 0 N N E C TI 0 N S:AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR ~ -- INSTALLATION TILEVER CONDITION PORCH COLUMN CONNECTIONS · JPPO~I]NG BDBE NAIL GPA(SNG (IN) (S/N ANCDR BOLTO) JOINT DESCRIPtiON NUMBER OF NAILB NAIL SPACING RAFTD~ TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER (CRAWL SPACE OR BASEMENT) S STORY ALL 56 CEILING JOIST TO TOP PLATE ( TOE-NAILED) ¢-8d PER JOIST i 3 28 CEILING JOIST TO PARALLEL RAFTER ( FACE-NAILED) 9-16d EACH LAP !SLAB-ON-G~ADE) e I 57 CEILING JOIST OVER PARTITIONS (FACE-NNLED) 9-16d EACH LAP NO~=: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROV1DE BE*RING PLaTt S¥ SlMPSCH ,SEt COLLAR TIE TO RAFTER (FACE-NAILED) 6-8d PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) BLOCKING TO RAFTER ITOE-NNLED) 2-8d EACH END ROOF SHEATHING ATTACHMENT REOUIREMENTS FOR WIND LOA[~ TRIM BOARD TO RAFTER (END-NAILED) 2-1Bd EACH ~D SHEATltlNG LDUAnON STUD SPACING STRUOTURAL SHEATHING MAXIMUM NAIL ~AClNG TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NO~E 1) PER FOOT fs~£ NO~T I) (INCHES 0,C.1 t~E,~ NOTF' 3~* tl/2' ANCHOR TOP PLATE AT INTERSECTION (FACE-NAILED) ¢-16d JOINTS - EACH SIDE ECGE ZCHE 1G r ~ ts~'~ ND~ S~D TO STUD (FACE-NAILED) 2-16d 24' O.C, IN1ERIOR ZONE 16 E HEADER TO HEAOER (FACE-NAILED) 16d 16" O.C. ALONG EDGES F iS f~E NG~S TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X~ STUD dAE~ ENGWALL RAKE AND RAKE '[RUSS 3-16d PER 2X6 STUD E= NNL ~aAD4NO AT PANEL EDG£ (IN) BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOKING MEMBERS 1MTH G>O,4G, FOR FRAMINO MEMBERS ~ITH O,4E<G<O,49 ~HE NAlUNG SPACINGS EHALL BE REDUCED FACE-NAILED) 2-16d (SEE NOTE 1,2~ PER FOOT TO 6 INCHED O. C. FLOOR FRAMING TO 4 ~NCHEB O. C. ~, TANULAIED 4" O,C, NAIL SPACING ASGUM~S GHEA1~ING ATTACHED TO RAFTER/~RUS$ FRAMING JOIST TO SILL, TOP PLATE TO GIRDER (TOE-NAILED) ~-Bd PER JOIST MEMGERS ~4q14 G>O,4G, FOR FRAMINO MEMGERS V~IH O,42<G<b.4B 1HE NAlUNG SPACINGS SHALL BE REDUCED BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK (TABLE 3.2 WFCM 2001 HIGH WIND EDITION} SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST CONNECTIONS RESISTING LATERAL& SHEAR LOADS JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-ed PER JOIST BAND JOIST TOJOIST lEND-NAILED) 3-led PER JOIST ~HEATING LOCATICH ~JB SPAClMG BRAClNO WALL PEr'MITER MAXIMUM NAIL GPACING BAND JOIST TO SILL OR TOP PLATE ('TOE-NAILED) 3-16d PER JOIST (SEE NOTE l) (INCHES O,C) SEE ND'lIE .31 fl/2" ANCHOR SOLI'~'~ ROOF SHEATHING E STRUCTURAL PANELS Bd (SEE TABLE 3.8) ~" EDGE ZONE 1G i F l~ f.¢~-F NOTE DIAGONAL BOARD SHEATING N~GS ZON£ 1"X6" OR 1"X8' 2-8d PER SUPPORT E= NAIL SPACING AT PANEL EGDE (IN) 1"X10" OR ~DER 3-8d PER SUPPORT F= NAIL SPACIMO AT INTERMEDIAIE DUPPORTS IN ~14S PANEL FIELD (IN) CEILING SHEATING REDUlRDRD, Im SHALL BE USED. GIPSUM WALLBOARD 5d COOLERS 1" EDGE / lO" FIELD ~, FCR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMIIED TO SE WALL SHEATHING FOR COMMON NAIL 8d (SEE TABLE 3.9) NAILS AT EACH STUD MIN OVERLAP IS 12" ,~JPPORllNG E~GE NAIL GPA(SNG (IN) (S/N ANCOR BOLTO) 3 STORY 23 SLAB-ON-G~ADE) e 57 HIMNEY FLASHING FRAME GARAGE ROOf THRU & LAYOVER MAIN ROOF 9080 O,H, DOOR F R 74 N ,To,, E L E V A TI 0 N SCALE: 1 "= 1- 5/4"x4" W1NDOW DOOR SURROUNDS NDERSEN WINDOWS 400 SERIES ILT WASH ~LL SECOND FLOOR NtN DOW52 !TYPICAL} ,ARO W/$rZ~D ~OVa (SEE DETAIL PACE 5) F CHIMNEY FLASHING L F A~°HALT SHINGLE ROOFING IJll Illl~ I I lll~ Il ll II~lll I I Illlllll II mil IIrlll I I Illllll I Il ll Illin I F lllrllll -5/4"x4" WINDOW & DOOR SURROUNDS REAR 12~'¢' PERMACAST COL, ELEVATION SCALE: 1/4" = 1'-0" ~lEZE BOARD T,O, SECOND FLOOR AZEK BOARD ANDERSEN ~NDOWS 400 SERIES (TYPICAL) T.O, FIRST FLOOR R'-O" PLA~TE HEIGHT T.O, WINDOWS T.O, SECOND FLOOR 9'-0" PLATE_HEIOHT T,O, FIRST FLOOR ill EO DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER iCE --LOOD LIVE DEAD ROO)F UPLIFT LOAD WALL SHEATH[NO USE/ HEtG~ ~1~£ Tfg~ O~ LoADSNOW (MPH)SPEED CATEGoRyDESIGN LINEFROST DESIGNTEMP. UNDERLAYMENTSHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION WEATHERING DEPTH FERMINATE DECAY REQUIRED CLASSIFICATION 45 PSF 120 B SEVERE 48" MODERAte SUGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6,72 PSF EDGE ZONE = 35,6 PSF FIRST FL, = 482 SF TO TO R-1 ,~O'-O" TYPE V THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS DF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND }HEIR USE AND PUBLICAqON SHALL BE ~ESTRICTED TO THE ORIGINAL SITE FOR WHICH TREY WERE PREPARED, REUSE, REPRODUCTION OR PUBNCAllDN BY ANY MEI~IOD, IN WrlOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITEE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTIVISUAL CONTACT W1TH THEM SHALL CONSTITUTE PRIMA FACIE EVIOENCE OF ACCEPTANCE OF THESE RESTRICTIONS SHEET 1 NO, m I ~ PoN.ED CONC.ETE F~NC^~O~ I I Iv ALL ON 8"XlS" POUREDX ~ I od I, L 11,/.# TJI JOISTS e 16" OC,~ ( ~m 12"¢ ~UBE FOOllNGS I I I I o _ ~_ 2"X10" ACQ LEDGER --. ~' I I I L--~ ~2 XlO AGO LEDGER--1 I I [ ~/ W2 XIO AGO LEDGER / ? I I I I . . 4 I I /- . ,, , ., I i ACCESS - I WALL ON 8 ~U-RE[~ ........ / J . ~ ~ I ~ I I CRAWL SPACE I CO,CRETE n~omIN~ aE~ .~ETJ ~ ......................... ~ ~E I I W^L~SU~O~[ I ~ ~I"DFk~ INTErSECT, ON) , WllH STeel SHIMS (TYP) ! ! [1~<~ o I ~,o^~-~,n I ~ i ~ ~ I , ~ ~ I L _ 0o~ ~ 3 1/2 STANDARD STEEL PiPE COLUMN I L ~I ~ ~ I~° i I I I ~ I I [< r1 / q ~ON A 30"X30"X15" DEEP ~ IhT -- -- ~ I_~ I I ~ .......... ~ I I L ~ J I C E L I A R t~ / TYPICAL THROUGHOUT) /-"~pof~L;~_~/~E~n ' ~ ~ R-19 INSULATION I I ~ I/ / I ,. 51 4 POURED CONCRETE SLAB I ~ I J / q -- m--- i I 0 [~ ~ I I O~/~R 6 MIL. POLYETHLENE ~ I ~ ' ~ I / -~ ~ ~ ~ I I I I ' ' ~= I VAPOR BARRIER ON WELL ~ --/ --' / -- ~ I J I I0 Z I i I = ON CE:lUNG ABOVE FURNACE FO~ .-'t ~ =._ J I I ~- T ~ ~ -- - - ~ o o II I Pr( ~O0~NO J ] ~' O.I ~ LJ L J II aA-A I I I 4" POURED CONCEEm SLAB I ~)--DETECTOR ' I I I I ~°~°~ ~ , ,.o, II I i -'~ I I ~ I I :? I i I~ ~ 1" TJ' JOIS 1 . 0 ~ ! I S POUR CONCRETE POUNDAnON ~ g I L I I , WA~ o I I m ° I I I ~ CONCREI~ FOOTING d I I ~ I I I L .... ~ .......... I I I j I a,, POURED COhCReTE FOUNDAllON (MUST BE VIRGIN SOIL) ~ I .i I I DROP FOUNDATION WALL I I /WALL ON S#X 6`' POURED I I I TO MEET SLAB -- I i~ CONCRETE FOOTING I / FOUNDATION PLAN PLUMBING RISER DIAGRAM SCALE: N.T.S 14¢-8" -12"W PERMACAST COL, 73'-0" SCREEN PORCH CEDAI M..~j-IOGANY D :MAHOGANY D E C ~ARAGE 1HR. RATED 5/~" TYPE X SHEEll~OCK WALLS & CEILING ;2"x10" CLG. JOISTS 0 16" OC. FRAME GARAGE ROOF THRU & [LAYOVER MAIN ROOF SMOKE '5062 5062 832- ~ 50611- 50611 RESS (3)--11t" M.L, FLUSH 510-2 D I N I N G 7,_7~.,,HgS 3-2"x~" HDR R 0 OM 2 14'-5" 9'-0" CFJUNG HT. CARBON PANTRY (3)-11~" M,L. FLUSH 11 ?/B" TJI JOISTS s~oK£ ~'~ @ 16" OC, (3)--111" M.L, FLUSH HDR 2852 EGR . LIVING Room g'-O" CEILING HT, CLOSET 73~-0'' 0 FIRS FLOOR PLAN SCALE: 1/4" = -0" LU Z < <~ r,- SHEET NO. 3 THESE DRAW]NOS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE TRE EXCLUSIVE PROPERTY OF THE ARCHITECT AND ~EIR USE AND PUBLiCA30N SHALL B( RESTRICTED TO THE ORIGINAL SITE FOR WHICH ~EY WERE PREPARED. REUSE, REPRODUC~ON OR PUBLICARON BY ANY METHOD, IN W]4OUE OR IN PART, IS PROHIBITED EXCEPT BY WRI~N PERMISSION E~OM ~HE ARDHITECT, TITLE TO ~H~E PLANS SHALL REMAIN WITH T~E ARCHITECT, VISUAL COHTACT W]TH THEM SHALL CDNS~TUTE PRIMA FAClE EVIDENCE DF ,~CBEPTANCE DF ~ESE RESTRIC~DNS. ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING CEDAR PERFEC~ %, / %, J /r ASPHALT SHINGmp ROORNG 5+-- CEDAR PERFECllON SHINGLES T. OG FIRS~T CEDAR PERFEC'I)ON SHINGLES 5/~-ax4" WINDOW 5/4"x4" WINDOW & DOOR SURROUNDS ~ DOOR SURROUNDS 0 S ' D g o'e' e g v A T ' 0 N SSCALE: 1/e : 1'- 0S I D E °'E' L E v A T I 0 N S ..,, ; SCALE: 1/4-" = 1'- W THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF TBE ARCH[~CT AND THEIR USE AND PUDLICA~ON SHALL bE RESTRIC~D TO THE ORIDINAL 9iTE FOR WHICH TREY WERE PREPARED. REUSE, REPRODUC110N OR PURLICAlqON BY ANY METHOD, IN WHOLE OR IN PART, iS PROHIBITED EXCEPT BY WHII%N PERMISSION FROM PdE ARCHITECT, TITLE TO THESE PLANS SHALl REMAIN WITH THE ARCHITECTVISUAL CONTACT ~TH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF ~HESE RESTRICTIONS '~1 4,, I I I ~l ', w.~._ ~1 I~ II ~1 w.k _ ALL ~ m" o,c. m iNN o 16. o.c. I ~ BELOW m;m I , ,'" ', ] SE o,.DFLOOR P I m L .... I ..... J I L ~ ~ ............ L_gL .... 212 ....... a SCALE: 1 1