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Home My WebLink About37635-Z ~yjFFp( Town of Southold Annex 10/1/2013 +~t q P.O. Box 1179 _ 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36545 Date: 10/1/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2350 Beebe Dr, Cutchogue, SCTM 473889 See/Block/Lot: 101-3-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/23/2012 pursuant to which Building Permit No. 37635 dated 11/15/2012 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 front entry screened porch covered porch stone terrace second story decks and bathroom in basement, to an existing one family dwelling as applied for. The certificate is issued to Geiger, Kevin & Geiger, Debra (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0007 9/30/13 ELECTRICAL CERTIFICATE NO. 37635 7/30/13 PLUMBERS CERTIFICATION DATED 8/27/13 Thr B's Plumbing & Heat. Aut d Si ature " TOWN OF SOUTHOLD b+~ BUILDING DEPARTMENT ° TOWN CLERK'S OFFICE SOUTHOLD, NY ,'kthl . fads. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 37635 Date: 11/15/2012 Permission is hereby granted to: Geiger, Kevin & Geiger, Debra 115 Cliff Ave Pelham, NY 10803 To: construct additions & alterations to an existing single family dwelling as applied for At premises located at: 2350 Beebe Dr, Cutchogue SCTM # 473889 Sec/Block/Lot # 101-3-10 Pursuant to application dated 10/23/2012 and approved by the Building Inspector. To expire on 5/17/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,463.20 CO - ADDITION TO DWELLING $50.00 Total: $1,513.20 Building Inspector TOWN OF SOUTHOLD ~rrylfFOlt"a z ~1p BUILDING DEPARTMENT TOWN CLERK'S OFFICE aQ:' SOUTHOLD, NY ,fly BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 01 Date: 9/3/2013 Permission is hereby granted to: Geiger, Kevin & Geiger, Debra 115 Cliff Ave Pelham, NY 10803 To: "As Built" bathroom alteration as applied for. N4 o del n-9 At premises located at: 2350 Beebe Dr, Cutchogue SCTM # 473889 Sec/Block/Lot # 101-3-10 Pursuant to application dated 8/23/2013 and approved by the Building Inspector. To expire on 3/5/2015. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $444.00 CO - ALTERATION TO DWELLING $50.00 Total: $494.00 Qing Form No.6 JC~ (~yL, - 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 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 2110 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance-from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to. April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building-$50.00, Additions to accessory building $50.00, 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, Commercial $15.00 / Date. I I- I ~ - 1 Z New Construction: 7 Old or Pre-existing Building: (check one) Location of Property: d2 ~~~4 A 9- House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 3 Lot / O Subdivision Filed Map. Lot: Permit No. 5 7 1? J fJ Date of Permit. %2 - 2 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: S ~r1 Applicant Signature rtu? FFO( Town Hall Annex ~pp~ COTelephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 • Southold, NY 11971-0959 ~Jpol # la0't` roger. richertQtown.southold.ny.us `~'mrxza~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kevin Geiger Address: 2350 Beebe Drive City: Cutchogue St: NY Zip: 111935 Building Permit 37635 Section: 103 Block: 3 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Compass Electric License No: 45540-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 72 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 10 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 44 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 74 Twist Lock Exit Fixtures TVSS Other Equipment: 4-ARC fault circuit breakers, 7-paddle fans, 5-exhaust fans Notes: Inspector Signature: r~!~N Date: July 30 2013 Electrical Certificate.xls o~OgUFFO(,~c ~ x Town Hall, 53095 Main Road O Fax (631) 765-4502 P.O_Box 1179 y~0 aO~ Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION 2 / Date August 27, 2013 Building Permit No. Owner: ease print) Phmlber:_Three B's Plumbing fi Heating Corp. (Please print) I certify that the solder used in the water supply systern contains less than 2/10 of 1% lead. (Plumbers Signature) S~norn to before lme this 27th-- daynf August _ 20 13 Notary Public, Suffolk County - l AUG 3 0 2013 Illleen M. Roaohe Notary Public, Mate of New York Nu.4826942 T'; r Qualified ir. Suffolk County Commission Expires January 31, 20L~' # ~oF souryo~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' ° 7j ' DATE Y INSPECTOR oF sou TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ L (FINAL) REMARKS: I i DATE INSPECTOR o~~ Of SONq TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION [ ] INSULATION S~ [ ] FRAMING TRAPPING [ ] FINAL [ ] FIREP CE & ICH MNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l;~I DATE 5~~// INSPECTOR - ZA~ 3 _ ~~,OF SOpTy~ 'r~blMfY; TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPEC ON [ ) FOUNDATION iST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ) FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 4' INSPECTOR of Souryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ho~~,OF 80UTyo6 3 X 3 s~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK DATE ( =3 INSPECTOR ` OF SO//% TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) A ELECTRICAL (FINAL) REMARKS: DATE ~v ~3 INSPECTORS' A" oesouryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ]FOUNDATION 2ND [ ]NATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS DATE INSPECTOR 3 7 ~,pOF SOOTY ,moo °6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING / STRAPPING ( FI AL [ ] FIREPLACE & CHIMNEY [ ] FIR AFETY I PECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA,LLRROUQGH) [ ] ELECTRICAL (FINAL) REMARKS: i ?a DATE ~-3 INSPECTOR FIELD N REPORT DATE COMMENTS FOUNDATION (1ST) l3 / FOUNDATION (2ND) y z Z ~ ROUGH FRAMING & PLUMBING c~ 7iS CC K7 INSULATION PER N. Y. `j STATE ENERGY CODE lvf i J W rt.E.~ L rt ( FINAL s CG r 1 ADDITIONAL COMMENTS ~a~t'+ C Ln 1 -11-4 1 cc=cZS~IG 7 3v I3 ~1~tL -tt.c - ctc 2r~ 5 8 a ~ z rn a-1 113 t \ Y w o z ate- WOW3 p t '-1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. J~ Check _ Septic Form N.Y.S.D.E.C.___ _ Trustees CO. Application _ Flood Permit Examined 11 20 Single& Separate Storm-Water Assessment Form Contact: Approved ,5 , 20~ Mail to: _ Disapproved a'c Phone: Expiration 20~ Building Inspector APPLICATION FOR BUILDING PERMIT 2011 J 13 U u Date /0/ yZ , 20 1 Z INSTRUCTIONS In iw1, pU) a ication MUS'L be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 144- 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 mac not he 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 ofthe pennitfor an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions. or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) ~~w-tz~ two 8Ux ~ (Mailing add ss of applicant) 3AMAU~evi 1114-7 State whether applicant is owner- lessee, agen , architec engineer, general contractor, electrician, plumber or builder Name of owner of premises _V:EE~Njt,J -k Vggq, is 4 ERL !nom (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. 49 7 cj -5 - tilt- PlumbersLicenseNo. 4 g--] - MIF Electricians License No. 45 J~40 - Other Trade's License No. 1. Location of land on which proposed work will he done: 2- 3 ~rv 6 Me 9 JZtJt~j7- _ C U~G{~OG U 6- I I ouse Number Street Hamlet County Tax Map No. 1000 Section 10-3 Block 0 7~ Lot J f7 Subdivision 1M06~~ /_~tr -Filed Map No. '217-Zt9 Lot ;;G 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5&j4ulet Fein Iyo~ ~ b. Intended use and occupancy S11.JA . - 3. Nature of work (check which applicable): New Building; Addition L, Alteration ? Repair Removal Demolition___ Other Work (Description) 4. Estimated Cost 06,0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor / If garage, number of cars l 1/Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 2l0, S 7. Dimensions of existing structures, if any: Front 51,If(,0 Rear 5t,1(,Q_ Depth -"97" Height 27-h ( Number of Stories_ Dimensions of same structure with alterations or additions: Front S( i(ce Rear 51, 1(v Depth 39 , 71 Height Z-7,5' Number of Stories 8. Dimensions of entire new construction: Front 1 .1 (.0 Rear 51.16n D P ~Ir i(.o Height 27, S Number of Stories_ Z 9. Size of lot: Front /or), Rear. 102 . 1 Depth 34LO , 7-1, 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, orcinarec or regulation? YES NO ly- 13. Will lot be re-graded? YES NO_)( _Will excess fill be removed from premises? YES NO A 14. Names of Owner of premises Address ?~15 L~Lj u yN ~ Phone No. 6717 -30 Act l a Lltsl Name ofArchitect6kg4e *wk*5 Address Phone Noa,3t --7Z-7-7q7"5 Name of Contractor ContSkrkdi, F Address QO&x 106( Phone No.(Q31-830 - Sf3REi 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ?NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS >IAY 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 propert) ? * YES_ NO ? * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S COUNTY OF14- Wl}~ beim, duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Ile is the (Contractor, gen 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 day of Q~i/Jhzzi-_ 20~ .40 J YA KI FRANCIS f i Notary Public. State of P,ew rk ~f i~o. 9762290 otary Public Qualified in Suffolk County Signature of Applicant Commission Expires April 30,44 2:&~Q/Lf TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT o you have or need the following, before applying? TOWN HALL Board of Health _ SOUTHOLD, NY 11971 d sets of Building Plans___ _ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 p Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.EC. Trustees Flood Permit Fxamined_ , 20~ Storm-Water Assessment Form Contact: Approved , 30 Mail to: Disapproved a/c Phone: Expiration .20 Building Inspecto APPLICATION FOR BUILDING PERMIT A!!G X13 2^l3 / Date b/ z-7, .2015 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with d 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 waterwavs. c. The work covered by this application may not he 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 ,hall be kept on the premises available for inspection throughout the work. c. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector sues 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 fiam such date. If no zoning amendments or other regulations affecting the propertc 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 ofa 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. buildina(Sijnature de, a regulations, and to admit authorized inspectors on premises and in building for necessary inspectiG p of applicant or name, if a corporation) ~t~ ~~x BZ7 .Jt jib )<q47 (Mailing address of applicant) State whether applicant is owner, lessee, ages . architect 'engineer, general contractor, electrician, plumber or builder Nameofownerofpremises t/c] t 9jXC'X04012- on the tax roll or latest deed) II applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Flectricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: '2350rjC IJKi V+:' l (l j l~©G.V House Number Street Hamlet County Tax M,^ap No. 1000 Section Block ~ Lot 1 p Subdivision M605F lfc\le Filcd Map No. 32,-;o Lot h 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ~ a. Existing use and occupancy 1" Ur f T ytw.t_ 1 l ~ b. Intended use and occupancy D C tA] VV-1.11M 3. Nature of work (check which applicable): New Building Addition ll Alteration V Repair Removal Demolition_ Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units NUmber of dwelling units on each floor If garage, number of cars _ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4c> Rear4le Depth 44, Height l Number of Stories_ 17- D I ensions of same structure with alterations or additions: Front Rear Dep 1v~ Height Number of Stories 8. pensions of entire new construction: Front Rear Depth Hei Number of Stories_ Depth 9. Size of lot: Front Id0 Rear O Z. 10. Date of Purchase Name of Forme- Owner I I . Zone or use district in which premises are situated 9-4r--,5 / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES_ NO Will excess till be removed from premises? YES_ NO. Al 116-ct Affr- A-'e- c I NLI Phone No. `T67 - 3571' dfj 14. Names of Owner of premises Address qgA!kw Name of Architect Adcress Phone No 6,;I - 7Z~7 7`U3 Name of Contractor LLxz flye- rr4kwwe Address VO ~ f06( Phone No. ail -82,60- JfhrF- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ? NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS,MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO I-Lp<fZ-- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ItJ ut- /~{Tz t,v CL-- 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 1~ * IF YES. PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ~j p~q~ being duly sworn, deposes and says that (s)he is the applicant (Name of indlviRLa1 signing contract) above -named, (S)He is the ~Ayzn7Vgzq-) (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 tiled therewith. Sworn to efore me this day of 7 J7/v _ 20 Not,r#bFd). BUNCH Signature of Applicant Notary ublir,. State of New York No. WBU6185GF0 ~r Y Ifisd cn SlAf lk + ounty i.OmC:b;rlJn (~;`3t r,1 1~ 73, IT Town Hell Annex James F. I{ing, President / ~~OF a Uty``t., 54375 Main Rood Bob Ghosio, Jr., Vice-President S O''• P.O. Box 1179 On" Bergen f rt~ - ri? j Southold, Now York 11971-0959 John Bredomeyer ryt tr J~~ acy kr Telephone (631) 765.1892 Michael J. Domino `1 !h ry~ Fax (631) 765-6641 ~t/rCQ~y \°~if}G BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 13, 2012 Mr, Glenn E. Just J.M.O Environmental Consulting Services PO Box 447 Quogue, NY 11959-0447 RE: KEVIN & DEBRA GEIGER 2350 BEEBE DRIVE, CUTCHOGUE SCTM# 103.3-10 Dear Mr. Just: The Southold Town Board of Trustees reviewed the survey dated June 2012, and determined the proposed first floor addition over concrete patio, construct a screened porch over an existing concrete patio and wood deck, construct a covered patio over an existing concrete patio and wood deck, and new open patio with steps is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code, 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 and Coastal Erosion Hazard Area, which may result from your project. Such precautions may Include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, banter, or hay bale berth. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, 0'7 James F. King, Presldent Board of Trustees JFK:amn v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04128 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: KEVIN / DEBRA GEIGER GEIGER PROPERTY 115 CLIFF AVE 2350 BEEBE DRISCTM#1000-103-3-10 PELHAM, NY 10803 CUTCHOGUE, NY 11935 (516) 702-3519 Facility Application Contact: JMO ENVIRONMENTAL CONSULTING PO BOX 447 QUOGUE, NY 11959-0447 (631) 653-0607 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: 712.942 NYTM-N: 4543.612 Latitude: 41°00'57.3" Longitude: 72°28'03.2" Project Location: 2350 Beebe Drive - Watercourse - Eugene's Creek Authorized Activity: Construct additions, porch and patios. All work must be in strict conformance with the attached survey prepared by Nathan Taft Corwin III dated 6/28/12 stamped "NYSDEC Approved" on 9/14/12. SAP # 1-09-013 Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04128/00001 New Permit Effective Date: 9/14/2012 Expiration Date: 9/13/2017 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BRQdK, NY 1 90 3!!4,,~0,,9 Authorized Signature: Date n / / / /1), ? / Page 1 of 6 AM v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 1"W Facility DEC ID 1-4738-04128 Distribution List JMO ENVIRONMENTAL CONSULTING Habitat - TW LAURA J SCOVAZZO Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities / structures identified under the section Description of Authorized Activity. NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III dated 6/28/12 stamped NYSDEC approved 9/14/12. 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. Page 2 of 6 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 14mv Facility DEC ID 1-4738-04128 6. Accessory Structures Must Be At Least 75 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new accessory structures located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 75 feet from the wetland boundary, are not authorized. 7. Development Restrictions New accessory structure construction projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a)(1), (4) and (7): - The 75 foot minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. - The 20% maximum adjacent area coverage limitation for impervious structures and surfaces. - The 75 foot minimum wetland setback requirement for all hard surface driveways, roads, parking areas and similar impervious surfaces exceeding 500 square feet in area. 8. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales / silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 12. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 13. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store / recharge the runoff from a 2 inch / 24 hours precipitation event. All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary. 14. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 15. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04128 16. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 17. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 18. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 20. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 21. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 22. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 bwo NtW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04128 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 Mh dhWe NLW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MW Facility DEC ID 1-4738-04128 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 S Town Hall Annex l~ * Telephone (631) 7651802 54375 Main Road {631 76 5 P.O. Box 1179 roger.richertli oNVa) 076 n09d nV us Southold, IVY 11971-0959 vWMI'i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: SL- 1 , ~ <i 4 = CA'C' Date: Company Name: a s 5 < cA Name: License No.: '17(55 Lf0 yy/~ Address: / Cv Jai? ~~~6z~~lC pv 7 Phone No.: 413 / Ce 6 -3 / -~75 / 7 7 JOBSITE INFORMATION: (*Indicates required information) *Name: v • ^1 CT ~i ~,e *Address: c2 3 _5~' Ilce /vc *Cross Street: e ~.e S *Phone No.: ! 3~ 7~ 7- 7993 Permit No.: 37 4, 3 5 Tax Map District: 1000 Section: j o 3 Block: 03 -/0 Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) A/? 16 w, V N 6 ~V v-I 41 ~ 3 yC11 S F~ (Please Circle All That Apply) *Is job ready for inspection: YES MNO Rough in Final *Do you need a Temp Certificate: YEI Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION i i 82-Request for Inspection Form t41 C_, C= I C~/ j - 0~Vk7` Town of Southold - Chapter 236 - Stormwater Management y~ SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) At, CANT NAME: v wit. mWthnl-ContraeWr or other (Circle One) Propedy OWNERyytNDlfferent Nan Appllr IK.~"l![nJ Vr (3tK A U y Address:, i1 - 'T Aue- Tekplvone Z Fax - Y Tesepnones 117-351-Al F6aaQ#••rf+tN" E-Mal: &3 C-) f.-r e-^A E-Mel: Property Address: 2350 L~tl _ Brief Description of Coninumou Activity, Proposed Suvcaual BMPs, Soil s.C.T.M. t~pp 5 5 Stabalization BMPs, Project Scope and/or Sequence of Conslrumon Activity -bkt ardlen j tM 10 IPm ids adetiand Pepea ae HeedrN Name. Con tractor andlor C.nea<t Parson Rseooneeu far lmPknwnfatfen of SWPpp: A-v17 SW~ Address: (y la7l -tco S ' t Telephone P. 7- Pax - 1 SJ ~Q Yl !`l_---- ( W.-l_<_- E-Mail: Gra Nti]s Al L-. zc~ Na... a Pa.. Raspon.W. W lnstdlslkn B Maintenance o/Eroston Prsclce: / -AAA / _ tl k L ~y..-%~ I Address o'avx fOrotp Rev "~~IA.S. Tele Irons '-JT/-c~ Fax#: -~t Y1 ~r~t„'~~ [1~fJvl.. "d i E-Mail: (-v-Vrn- ~'v R~4 Gnnd Sfizvch sale Total Area of ^ of Q ) Total Area M Land Cleannq 11 O~ - - Projed Parceis ls: ~ ..Nor Ground Disturbance. I Pmjecl Duration: mart Eno (Antiopated) t p Date: ~ o new o 1Z. Will this Protect Disturbs five (5) or More Acres at Any One Time During the Proposed Development 7 Yes No If YES: Please Answer the Followin1 r.~' a. Does the Applicant have a Qualified Inspector On Lv l Staff To Conduct the Required Inspections? ~Yes~( No b. Does the SWPPP Indicate How Frequently the Site I z l''O List the NAMES or description ofall Potentially fmpamed W finlsadks andror wetlands; Inspections will Occur and for What Period of Time 7 Yes No i t c Does the SWPPP Adequately Identify All Temporary = = i and/or Permanent Soil Stabalizatfon Measures? rYe-sX No - - d. Does the SWPPP Adequately Identify a Complete U Q - - - - Project Phasing Plan 7 ~Yes~{ No fet statue of tmpaued watemp e. Does the SWPPP Indicate Additional Site Specific t~ dr: e TMOL, ari(d) Listed. knpairaa_) I Practices that Will be Utilized to Protect Water Quality? Yes No R I. Has the Applicant Submitted a Completed DEC Notice Type of Impaeted Watad ody: (eq. Lake. Creek, Bay, Pond. a.Yrld, Freshwater WeeaiM._) Of Intent and SWPPP Acceptance Form for Review 0 = by the Town of Southold 7 Yes No C STAI COUNTY SS 7 hat 1,T..5OF NEW YORK, ...l..r!Y.....~..F . being dui sworn deposes and says (Name of indbldualagmn oocamenll L (hat he/she is the applicant for Permit, And thathe/she is the ............:r.....(..... y. I (owner. Cmtraclo . Caporsle tNlimr, etc.) Owner Mod/or representative of the Owner or Owners, and is duly au orized 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 he performed in the manner set forth in the application filed herewith. Swom to before me this; ''77 FRANCIS J YAKABCSKI ...._!'.`_1:....._........ clay f..ta[.y. f?991.y~.•?to of N ' ork Notary Public No 976273 ..................\.7.Quallftad.ln "'Al o!... n Isslon Ezpv?s-'+pril 3 AM srann i SWPPP Assessment R) 03'12 ~q For Department Use Only: 4 T.O.S. •'SWPPP Preparation -Chapter 236 Storm Water Pollution Prevention Plan s.c.T,M.#: Propertygdd eaa: z3 ~Q Review Checklist Checklist # 1 'goo / qa ~ OI.piG Se on BIOek W REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: _ (Does the SWPPP Adequately Provide for and/or Indicate the Following:) ;YES ; NO ; N.A. Explanation for NO or NA. Plan Sheet 1 Drainage a shone 8 Stormwater MPs Designed to contain a Two Inch Rainfal n-Site. Location (pg. 2 Construction Phasing plan Indicating Sequence of Proposed ConsVUolion Activates 3 General. GC'. 9ii Map. lOO 4 Dralange Site Plan Drawn to Scale at Sixty (60) feet to the Inch or larger indicating the Following - iQ IQ, a Location and Description of Property Boundaries; h Sile Acreage c All Existing Natural and/or Man Made FeaWres on antl within 50 of the Properly Boundary, d Test Hole Data Indicating Soil Chanacteristlcs & Depth to Seasonal High Water Table: - - e. Contours Indicating Property Elevations (Mm 2) - Q IQ f Spot Grade & Fmish Floor Elevations for Existing and Proposed Structures; g. Location of Wooded Areas & Isolated Trees With a Minimum Dimension of 16" Diameter It. Soil Conservation Dtatnct Soil Survey: - 5. Background Information about the Scope of the Project, Location & Description of the Site, Q, Q Q Proposed Changes to the Site and All Existing Development on the site Including the Following. ! 0 0 a AIL Improvements Including Total Area of Land Disturbance & Total $(is Area;.. 'Q - - - - - b. All Excavation, Filling, Stripping & Grading Proposed and Identified as to depth, Volume Q - - - - - , & Nature of Materials Involved; [zz c. All Areas Requlring Clearing and/or Grubbing 12n, Q I d All Areas Where Topsoil Is to be Removed, Stockpiled and where Topsoil wili ultimately Q,O - - be placed; - e All Temporary & Permanent Vegetation to be Placed on Site f All Temporary & Permanent Storm Water Runoff BMP Control Measures Proposed g The Anticipated Pattern of Surface Drainage During, Periods of Peak Runoff Q;Q h. The Location of all Roads, Driveways, Sidewalks Pabos, Structures, Utilities & Other )mprovements, Including Temporary Access & Construction Staging Areas; - ~=t==' Q iQ, - - I The Existing & Final Contours and or Spot Elevations of the site - 6A Schedule of the Sequence for the Installation of All Planned Soil Erosion, Sedimentation - - & Stormwater Runoff Control Measures. 7. Description of Pollution Prevention Measures that will be Implemented rv o - 6. A Descripbon oF16- the Minimum Erosion & Sediment Control Practices to be installed and/or - _ Implememed for Eech Cpnstruction Achvily that will result m Soil Disturbance 0' 0 9. Description of Cons WCbon & Waste materials Expected to be Stored On-Site. 0 i - - - 10.TemPoreN & Permanent Soll StabilFiatlon Plan that meets the Current Version of the - _ _ _ New York State Storm Water Desi n Manual Technical Standard_, 11. General Site Plan and Construction Drawings for the Pn~ecl Q 12. Dimensions Materials eeificatlons 8lnstallaGan Delalis for Al Eosion&Sediment Control Practices. p-- Q SedimentControl Fire 1 Temporary Practices that will be Convertetl b Permanent control Measures 14; Implementation Schedule for Staging Temporary_Erosion Control Practice or BMP - 15. Maintenance Schedule to Ensuia C'ontlnuous 8 Ettecgve pperapon of Erosion 8 - dlces. IQiQ~ 116. Names of Potential Surface Waters of the State of New York and/or MS4 that may be ImpactedbDevelopment. ' I - - 77. Dehneatlon of Storm Water Conhol Plan Implementation ResQonsibilitles for Each par[ of the - - Project Construction Sita - 4~"'r _ _ 18. All thExistin Data that Describes Slo.rtn Water Runoff and/or Nature) Drains a iSwak twc a_-' t9. Idendflcation of All Contrector(s)/Responsible for installing ConstmcRe alnn , Rn ,Ins tin antl MlnWmin ediment Control Practices. ~Q StormWater Management Control Plan CheekiFst # i : 63-12 o TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET Zi~ J VILLAGE DISTRICT SUB. LOT i-d /b Q U ~ n ~ rc~. FORMER d NER f1t4 t &Uno. aS Gd C. p +g !1 4 tba >I1 1 f~1c4S E ACREAGE 5e; S W fiez cS TYPE OF BUILDING ,ESai o SEAS. VL. FARM CO M. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS +d' %DOQ lGd G Z ul/ 1 67 f~o~ fth g4 d 3 s~ 3i X29 d7 _•B 6 ~3ol~G SOLO Jo 600 ~,U~R ANo /o T SCirrdill ~(?F 36& Jf ~nEkJ 7'LnL)r, 2 2"1 ?Z/ 3 b Pfx ~P+t-(dK/ ~r ~ Am LA''S' 2 0 AGE BUILDING CONDITION 7Gz << s (~q1 9a NEW NORMAL BELOW ABOVE FRONTAGE ON WATER a ~J7~'~ok~? e~.ey^~`~eeK. Farm Acre Value Per Acre Value FRONTAGE ON ROAD 1~t1~f o n e de,d t-a ~e illable I BULKHEAD Ilable 2 DOCK Ilable 3 6e 14 _ ,~26 ft .4ve1-a o 'oodland ~ /0 3 a7 / la I`/'- n5fG-svgs r14 cC'; oampland RL+,-i-o LOwe-Illvlrr -~CC_~IO0 Y~Cr~ ushland J / o S'' H 77 f(A tOpu ~4&005 7v i7i"f( )use Plot /~doo,oco tal vi I I I I I II " i - T v -I Nil . Bldg., Foundation f~ L Bath M. ? i 3 Z, fU G L p. r9 Extension Basement Floors % Ext. Walls ,A-&6 Interior Finish U//aco ~aD~ Extension Fire Place V D Heat Extension Porch Roof Type ~4 r a> / Porch Rooms Ist Floor Patio Rooms 2nd Floor B reezeway \ Driveway Dormer - Garage /y 2 i 3og / o0 3u S' O. B. COLOR I FT TRIM ~ L 5 `Y v~~k i M. Bldg. Z q 1,2, l 0°P ZS S Foundation Bath ~ 7$ Dinette L-- Extension 2 x23 ` ~4(s Co 22~ 132 Basement CRAWL Floors V4 Kit. SLAB Extension Ext. Walls NVL C Interior Finish L. R. Extension Fire Place Heat D. R. Patio Woodstove BR. Porch 5 X 9 - Co So ?10 Dormer Fin. B. 14 V6 Deck _ `i67 85 1 t} Attic Breezeway Rooms 1st Floor Garage X 2 2 = 3? Zs Driveway Rooms 2nd Floor 3 8t 2 0. B. 'Pool 1Rc SFb~ zo e~ •,Jo~O` tjrr CHRIS MOHR LAWNCARE & LANDSCAPING, INC. PO BOX 48 CUTCHOGUE, NY 11935 631-765-46171631-765-9026 Fax ~AUG 2 M 2013 August 12, 2013 y To Whom it May Concern: Re: Kevin Geiger 2350 Beebee Drive Cutchogue, NY 11935 Please be advised that on or about September 16, 2013 Chris Mohr Lawncare & Landscaping, Inc. will be installing new sod in the front and side portions of the house, the rear of the house will be seeded. I am available to answer any questions you may have regarding this matter. Sincerely yours, Chris Mohr President Signed before me this day of August, 2013. Notary/ Lm t ~/F NOTARY PUBLIC 'State of New York No.4912037 Commission ExpiresoNovo9n20jj ~;1r~rvxr-Yzzt ~pF SOUT Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 G Southold, NY 11971-0959 • ~O 00U0 N BUILDING DEPARTMENT TOWN OF SOUTHOLD August 26, 2013 Kevin & Debra Geiger 115 Cliff Ave Pelham, NY 10803 Re: 2350 Beebe Dr, Cutchogue TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) / A fee of $50.00. y ? FiryaI Health Department Approval. )D z' Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 785-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37635-Additions/Alterations t 1 is r ~ fw AN 23 2M 1 _ w ~ -•.5y ~ r.t.yk -w,~ .fish z r I "o.r ..`Y '~e'~ - t ~ - _~'`y - i n REScheck Software Version 4.4.3 Compliance Certificate Project Title: Geiger Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 2350 Bebbe Drive Kevin and Debbie Geiger Charles Thomas Cutchogue, NY Charles Thomas Architect 206 lincoln st Riverhead, NY 11901 631 727 7993 Compliance: Compliance: 0.5% Better Than Code Maximum UA: 197 Your UA: 196 The % Sal or Worse Than Code index reflects how class to compliance the house m based on code trade-olf rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavity Cont. Glazing UA Assembly Area • • D•• Perimeter U-Factor Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 456 19.0 0.0 21 Floor 2: All-Wood Joist/Trussover Unconditioned Space 441 19.0 0.0 21 Ceiling 1: Flat Ceiling or Scissor Truss 456 30.0 0.0 16 Ceiling 2: Flat Ceiling or Scissor Truss 456 38.0 0.0 14 Wall 1: Wood Frame, 16" o.c. 544 15.0 0.0 34 Window 1: Vinyl Frame:Double Pane with Low-E 96 0.360 35 Wall 2: Wood Frame, 16" D.C. 472 15.0 0.0 31 Window 2: Wood Frame: Double Pane with Low-E 66 0.360 24 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements' EScheck Version 4.4.3 and to comply with th andatory r uirements listed in the REScheck Inspection Checklist. Name - Tile Signature Date QED ARC M.Ty0 s cii 02406 F OF 14 Project Title: Geiger Residence Report date 10/18112 Data filename: C:\Usem\fred\Documents\REScheck\Geiger.rck Page 1 of 4 r's(I REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: ? Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: D Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Windows: ? Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.360 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ Yes - No Comments: ? Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.360 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: Floors: ? Floor 1: All-Wood Joist/Truss Over Unconditioned Space, R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfioor decking. ? Floor 2: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfioor decking. Air Leakage: Lj Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/doorjambs and framing. O Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. F-1 Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. F-1 Wood-burning fireplaces have gasketed doors and outdoor combustion air. Project Title: Geiger Residence Report date: 10/18112 Data filename: C:\Users\fred\Documents\REScheck\Geiger.rck Page 2 of 4 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: O Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to ft around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Comers, headers, narrow framing cavities, and rim joists are insulated. (9) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: ? Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturers installation instructions. O Materials and equipment are identified so that compliance can be determined. O Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. O Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: FI Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. F-1 All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). E] Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 12 cfm per 100 ft2. (3) Rough-in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 H2 of conditioned floor area. (4) Rough-in total leakage test without air handler installed: Less than or equal to 4 cm per 100 ft2 of conditioned floor area. Temperature Controls: Lj Where the primary heating system is a forced air-furnace, at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: I] Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. F1 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Project Title: Geiger Residence Report date: 10118/12 Data filename: C:\Users\fred\Documents\REScheck\Geiger.rck Page 3 of 4 F-1 Circulating service hot water pipes are insulated to R-2. ? Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: F1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: F-1 Heated swimming pools have an on/off heater switch. i] Pool heaters operating on natural gas or LPG have an electronic pilot light. Li Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. Fl Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: O A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage 15 (d) 50 lumens per watt for lamp wattage > 15 and 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: Fl Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: O A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Geiger Residence Report date: 10118112 Data filename: C:\Users\fred\Documents\REScheck\Geiger.rck Page 4 of 4 NX 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling I Roof 38.00 Wall 15.00 Floor I Foundation 19.00 Ductwork (unconditioned spaces(: Glass & Door Window 0.36 Door Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: SURVEY F SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LOT T 56 56 PERMIT FOR APPROVAL OF CONSTRUCTION FORA MAP OF SINGLC FAMILY RESIDENCE ONLY 1 a4 MOOSE COVE FEB 2 2 2p1i? '.`e cm4, s 6 f FILE No. 3230 FILED AUGUST 30, 1960 CA'rE i. CF. NO. RIO- 3-UOc SITUATE APPROVED EAST CUTCHOGUE FOR Ai h1D1 ~_CEDRODI„6 TOWN OF SOUTHOLD EXPIRES I'Ii CE EARS FROM CATE OF APPROVAL ilo YIN INR6 a . x r m lz SUFFOLK COUNTY, NEW YORK .fix S.C. TAX No. 1000-103-03-10 m I IX 346'z1 n SCALE 1"=20' LOT 55 JUNE 28, 2012 I i DECEMBER 5, 2012 ADDED PROPOSED SEPTIC SYSTEM N/O/FF SMCSSEN FEBRUARY 11, 2013 REVISE PROPOSED SEPTIC SYSTEM Stem mu5t~bceem 14 V \ G P o d' TOTAL LOT AREA = 33,547 sq. ff. li Abandonment of existing sanitary ui ement SUUtmL IS' AUSES ij,NWA1"`1 6\ p ~.a ` ~ P. 4h~' \Ol~ ' m c*egco~w'. ,1°~,x`'. ,'r: • iz (TO TIE LINE) 0.770 acv 0 conformance With depaAment reQ s\ \ P~ ys\ R,R x N / ~ P S'~ ' I 2 > as proof. \ \ N CERTIFIED T0: N1m completed 'ormWwM \ 1d -L KEVIN GEIGER FOUND .a \ \ DEBRA GEIGER / \ c°j°" MGM \ \ \ \ \ \ 1~E N AIL L, 1 Fv.G \ Y\ Water LI e(s) MUST Be Inspected By The \ XWA ices. 30^^ E \ Suffolk C unty Dept. Of Health Serv l no N 4 NWe z: Catt''952.5700, 48 Hours In Advance, i _ To Sghedule Inspection(s). I} ^ AL LNG AIL I 2 \ ~ ,L AL y iP i Z V1P~~ APPARENT HIGH WATER MARK ON 05'25/2012 LDT I c~ of I I I I,,,p o I GO ^ 1 \ II x , p5ti9 n >TO \ ~ :381 I r1.O1 v1P~OP . \ 1 nIE ao~ I I ~ I I ~ °RC,H"' )RG ~ ~~\y5 to \\~~L '4~RE 61y 1 FVG z~ \ I I I I ?,EN N x~ \ I X~ I I I° /1/ 1 1s 1 1 ~ \ 228.69' ~ C W I\ N~ j I j °G %3\ x~ \ 11 FlPAtING WOW y5 = \ \ I /A1 EDGE OF LAWN \ \ I I / , \ \ WP PG•% ZY9 \ / 1X5.2 FLAB FLN1 P / \ \ Oy £ m AN- / WNl< F ~ - ` ~ Cd1c. W' / » A1.1 1 I ~ ~ dL~ ILL PASs178 rF~ LOT OVERAGE OVER ICE ~ OVER UPLAND AREA N I DWE wATERI N (UPLAND AREA = 24, v 1 ~a \ .WL p5•g0' \ \ AL FLAG AREA = 24,965 sq. ff.) \ usES 1 DESCRIPTION AREA AREA X LOT COVERAGE AL t NTO 9LIF11% ' Y"~ 14 ROR CARET SLIFICTN T. + EXISTING HOUSE 1,530 sq. f y3 5 7GA 2.0 \r0 8C MAR 1 EXISTING CONC. 1,530 sq. ft. SAX DRIVEWAY 740 sq. I ~0\2~ LOT 740 sq. ff. 3.0% OF EXISTING CONC. TEST HOLE DATA s~ \ giDTtVISIGN ORES' GODNn WALK 130 sq. f 130 sq. ff. 0.5% K EXISTING ,LE NoF 3FOL 231 WOOD PORCHF OVER 60 eq. f FS~` (TEST HOLE DUG BY NATHAN CORWIN L.S. NOVEMBER 24, 2012) OF S vl`1 OF CLERK (y o Y PROP ELEV. 11.5 60 sq. ff. 0.2% .Y R O AD A BRONN LOAMY SAND SM \ FILED 1" NEAU~UST 3D• 796D A ADD TION at FL 460 sq. f 460 sq. ff. 1.8% -~1 T D.5• O PROP. SCREENED 240 s. f K-T6.R. PORCH q 240 sq. ft. 1.0% HL. 111 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM PROP. COVERED " .Y EXISTING ELEVATIONS ARE SHOWN THUS: PATIO 80 sq. f 180 sq. ff. 0.7X :uu EXISTING CONTOUR LINES ARE SHOWN THUS:- - - -5- - PROP. OPEN PREPARED IN ACCORDANCE WRH THE MINIMUM •'"'1x~..;: EFL. - FIRST FLOOR PATIO & STEPS 415 eq. f 415 sq. ft. 1.7% STANDARDS FOR TITLE SURVEYS AS EUMUSHED G FL - GARAGE FLOOR BY THE LAALS. AND APPROVED AND AnDP1ED PAlE Rgowx FINE m MEquM swD sr 2. FLOOD ZONE INFORMATION TAKEN FROM: TOTAL CLEARED AREA) 3,755 sq. f1 FOR SUCH USE B DRR STATE IAND r" TITLE Assocu OF Ne FLOOD INSURANCE RATE MAP No. 36103COl 64H 3,755 sq. ff. 15.0X 1:1' 1Pt~Y ELLV. 2.0 ~r'•""` p5, ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 9 KpF7 O ZONE Xw: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF iR ANNUAL PROPOSED SEPTIC SYSTEM DETAIL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT HOUSE OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; ELEV. 145' ~~ulL IA5 (NOT TO SCALE) AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPIAIN. FINISHED GRADE FINISH GRADE _ 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. / ELEV. 12.0' ~ ELEV. 11.5' y wnFP m ouc oonwu t TANK- R' FAA 5' 11nU1n MOOT. OF FINE TO MEOIIIM SANG SP 4. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 aq ff SIDEWALL AREA. TOP EL. 11.0' MIN. TOP EL. 10.0'-7' MIN. SO46T 4 ppGALLEYS; 8.5' LONG X 4,75' WIDE X 4' HIGH MIN. 4" DIA. 5" DNYS Cc N 50467 1B, 7USx7tn PROPOSED FUTURE 50% EXPANSION POOL INN 102 mmPFl APPROVED PIPE SEPTIC APPROVED PIPE LEACHING r3' CLEAN IV. EL. TANK GALLEY LEACHING t SANG 10.2 min. PITCH 1/4'/1' m INV. min. PITCH 1/8"/1' GALLEY EL 9.8' INV. EL. 9.2' Io COLIAR NV. EL THIS SURV &TEERkTDN UNAUNO ZED 9.3' VIOLATION ADDITION ~~LV®XX~~ PROPOSED 6.5' % 4J5' % 4' DEEP LEACHING GALLEY TO THIS SURVEY IS IS A A VNEW ON OF Nathan Taft Corwin III TO SECTION 7209 OF THE NEW YORK STALE 0 EDUCATION N 1A uw. SEPTIC TANK (1) BOT. EL, 55 GROUND WATER Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING PROPOSED 1,500 GAL. SEPTIC TANK SEPTI THE LAND SURVEY R INKED SELL OR 1. MINIMUM SEPTIC TANK CAPACITIES FOR FANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. ELEV. 2.0' EMBOSSED SEAL SHALL NOT BE CONSIDERED 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1 TANK; a' 041.. 5' UOUID DEPTH. To BE A VAUD TRUE COPY. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 2. CONCRETE SHALL HAVE A MINIMUM Col S' UQUID DEPTH. Successor To: Stanley J. Isaksen, Jr. LS. CERTIFICATIONS INDICATED HEREON SHALL RUN 6. EXISTING SEPTIC SYSTEM TO BE PUMPED CLEAN AND EITHER REMOVED 3. WALL THICKNESS SHALL BE A MINIMUM Joseph A. In9e9no L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY OR TILLED-WITH-CLEAN-SAq~- ALL WALLS, BOTTOM AND TOP SHALL C HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pei AT 28 GAYS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF B' AND A BOTTOM THICKNESS OF 4. 15 PREPARED, AND ON HIS BEHALF TO THE p '1 I 4. ALL JOINTS SHALL BE SEALED 50 THAI )M AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 p f. LEACHING GALLEYS (41 - BE SMILED SO THAT THE TANK IS WATERTIGHT. Title Surveys -Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTLL AGENCY AND 1 Ih it-, I~ ill (.I L, 5 THE SEPTIC TANK SHALL BE INSTALLED LENDING INSTRUITON LISTED HEREON. AND III ON A MINIMUM 3' THICK BED OF COME SHALL BE INSTALLED AT LC/EL IN ALL DIRECTIONS (WIN A MAX. TOLEMNCE OF 31/4') 1. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 40D eq It SIDEWIRL AREA THICK BED OF COMPACTED SAND OR PM GRAVEL 4 GALLEYS 8.5' LONG K 4.75' WIDE X 4' HIGH (108 eq It per galley) TO THE ASSIGNEES OF THE LENDING INSR- J PHONE (631)727-2090 Fox (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRINSFERABLE. I B. A 10' min. DISTANCE BETWEEN SEPTIC NCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE "WANED. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) OFFICES LOCATED AT MAILING ADDRESS THE Or OF W 1586 Main Rood P.O. Box 16 ND/ORSEASEMENTSROF R CO DAY IF MAR 2 5 2013 LEACHING STRUCTURES, SOUR DOMES AND/OR SMBS. 3. ALL COVERS SI BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). Jame-port, New York 11947 Jomesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 4. A 10' min. DISTANCE BETWEEN I.EACHING POOLS AND WATER UNE SHALL BE MNNTANED. 5. AN A' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. '.miaioLD TDI". 01 SURVEY OF RIOT 56 MAP OF I MOOS ~ e E COVE FILE No. 3230 FILED AUGUST 30, 1960 3~ x °IN A m O_IREs1 :4 x~ SITUATE Z o =1= EAST CUTCHOGUE ~Ix »Ix 346'2 TOWN OF SOUTHOLD LpT 55 m N o z R N /E /SNIVSSEN gplRlll`Co~ / i pl SUFFOLK COUNTY, NEW YORK A m N~ n mlm GH ISTIA 9'\ At, - o S.C. TAX No. 1000-103-03-10 J _ p I.\W e SCALE 1 "=20' dFy JUNE 28, 2012 -J'll p\ 6\ \l^\ \ IB5."14 %9.1N /'~~pP'9t 's\ ~ bs xze N ~ I P N ~/I P2^~ SON \ os"~'R" I I lI ~P~ p9fl/~ coNC TOTAL LOT AREA = 33,547 sq. ft. (TO TIE LINE) 0.770 cc. ~ I \ ~ ~ lm. II d \ \ Ib , FOUND \ ~ \ \ \ A I \ GONE. MON \ ~ \ \ 10.2 m ° i . \ Fa~ ~ \ 9 x FRA%E N. I PL. 3` ~ FUG ~ Y \ \ \ SHED PTOP O~\ON F yl % \ CERTIFIED TO: WL I I ~ x-T'~ ~ \ \ ~ \ aAMPI P9 ~I ~ ~y° ` Xj°y I ,z. I ~~I KEVIN GEIGER 3 S ziAa I x114 P DEBRA GEIGER 4 130„ E \ All \ \ \I I , . Yn SlA1 .ut I t CA /in \ MTlplo •1L 11L' E,GE \ \ 1 '\i, 91 y' ~ftrtlllK iW ' 1'%iLLN~ ?Nn OM ONLI'[WM 4l1 I':~ `t y1 °ea i°~ I o ~ennar -~"J34-01 ~12$ ~ , \ \I ~ Fv.G I ~ I I I I PROS aP ti 1 ,...A, f1I` VATR 11-t cj Ald \ "ib s I y" I LpT es I I ~EP°PP~I~ APPARENT HIGH WATER MARK ON 06.28/2012 I oo I I QPI(/o 1 I I EEP \65 Io \ \ gVII 61'0 I\ ~F1EG ~ 1 I I I oP ~ot~EE' ka r \ a~ ~ I I I I I I PR I ~I~ I \ x` / II q~ v \ 228.69, N~ I I 1 I T\ I \ y F RING woo0 GGLx :Afa \ NW y -EDGE {IF To OEVI Pr-n40U-'2 w - IPMP ~9 \ % µO00PPMP NOT \ o, \9 -41I \ Z ~ rL i1 Ft, 14 f~p LL ,f FIAGJ - F -AWN - \ _ - II \ u LE BOB I I h11x ~ucE 4`ll.7ti au FT k~O`o JLG * Z fN\k 2ff \ WPLN *11 F• GONE. W -LO s s1 N~ 5 17 $ 4,46 " IN J STgkZ~D 3IRwN IOpes ~N OAIkS 50/0.m t0 Pr epov,0so o \ , 1p5 gp \ ,,A I \ c' \ le \ \ ~~{L \ R013EFZT ISLTFffiN TO LoT S MATE, 9er~~ SUDDIV SloslAoBg SUFFBIK COUMY l \ .i TAT 1 11 51 YY cc 1~ THE CIAs F1lE No. 32 BEST FIIEN 1N O E v~ 3C, 1960 LOT OVERAGE OVER UPLAND AREA PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED (UPLAND AREA = 24,965 sq. ff.) BY THE LIALS AND APPROVED AND ADOPTED FOR SUCH W YORK STATE LAND NOTES' DE$( DESCRIPTION AREA % LOT COVERAGE rNE1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTINC EXISTING HOUSE 1,530 sq. ft. 6.1% `EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING EXISTING CONTOUR LINES ARE SHOWN THUS: )RIVEWA EXIISTNG CONC. 740 sq. ft. 3.0% FL. - E. - GARAGELFOOR WALKING EXISTING CONC. o- ~ GLE WALK 130 sq. ft. 0.5% 2. FLOOD ZONE INFORMATION TAKEN FROM: EXISTING EXISTING ROOF OVER so sq. ft. 0.2% ~ ntA FLOOD INSURANCE RATE MAP No. 36103CO164H WOOD P WOOD PORCH ' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED PROP. 1 ADDITIO~ 1 PROP. 1st FL. 480 sq. ft. 1.B% ADDITION NYS Lie No. 50467 ZONE X": AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL PROP. S PROP. SCREENED 240 sq. ft. 1.0% CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT PORCH PORCH PROP. COVERED 180 sq. ft. 0.7% o A~ PATIO Nathan Taft Corwin III TO THIS ALTERATION OR ADDInoN OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, PROP. C TO THIS SURVEY IS Is A A VIOLATION DE PATIO SECTION 7209 LA OF THE NEW NEW YORK STALE AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. PROP. G PROP. OPEN 415 sq. ft. 1.7x EDUCATION N LAW. ZONE X' AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PATIO & PATIO ATIO & STEPS Land Surveyor THE OPIELANDS THIS SURVEY MAP NOT SEAL RRING TOTAL(( TOTAL (CLEARED AREA) 3,755 sq. ft. 15.0% EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor TO Stanley J. Bokser, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. IRgegne L.S. ONLY TO THE PERSON 'OR WHOM THE SURVEY S PREPARED, AND ON HIS BEHALF TO THE Title Surseys - Subdivisions - Sde Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fox (631)727-1727 TOTION CERNFICATI NS ARE NOT TRANS EIRABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1585 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. - 11 SURVEY OF Ip LOT 56 MAP OF ° e MOOSE COVE FILE No. 3230 FILED AUGUST 30, 1960 pIN `VERHEAm WIRES--- G . xf' SIT UA11. Z O m m =1= EAST CUTCHOGUE LOT 55 m :Ix 3¢6 21 TOWN OF SOUTHOLD N N/O/FASMUSSEN ,O PI (y10GEP o~pl ~i'0 x _ _ _ SUFFOLK COUNTY, NEW YORK - - - o' S.C. TAX No. 1000-103-03-10 "n11m CHRISTIAN E' m mAq / SCALE 1"=20' X19 6\ vr\ w ~ aSlA' 9.1 A 'yY s \ ~ \ I " " ~ IPR~ Apt 1 I P 2~FpN I i_ r.+ x J JUNE 28, 2012 d PFLp O~ oN~ aaNCV+ 1L.15 I I \ \ \ \ ~ x~ I pII N~ ~I~. N~ ~I A ra TOTAL LOT AREA = 33,547 ft. sq. (TO TIE LINE) 0.770 ?c. / I \ 1 m. U ~ \ \ \ { \ \ 165 c 'Ab i I ruG \ \ \ \ \ EaHeo P~°P 9~ ~N 1 71t~ t. CERTIFIED TO: JL I \ x.]S \ { \ \ \ Wy°,MP P9 ? Ig 'V.. \S° g I KEVIN GEIGER 3 kb. Irma?- I x++. m' v~\ DEBRA GEIGER 1~ CN I NI r^ Tc T O ,111, ~ EaCE ~ \ I RAC 1 I I I ~ :I. I.`'S I aA< ~ e ~ P"5 \0 *ND ODN?PITWM Qt AL 0 1..`, ':ly 'PEA / p ~ia'• pm u 4m-Uqj: py fi AIL 'EL DATA IEl \ u "tea 56 I I I I G 9 Pp,T1~ 1- . \ APPARENT HIGH WATER MARK ON 05 2E/2012 1 c Or LOT O I I I IPR°PI (JOV ? I \ \\1 ~r \6 Io ~zN nn gEAG14~r111 °c a . 1.8 F~G V ~O t1 I°z x~j '2 \Sx I.tiap a I I 228.69 \ w \ I WOOD GOOK { \ ELOATIM- 1.ff'R z \ To 060 vfiw0W,2 LAMP"~ x fRAMP POST \ o, 5 \ I I S 4, 46" W I~ STAMP .J-Aw 8AW2 7 yrv+w sates 5o~.~p cu pr PpaJtoVY I { go, \ I FAG o ie \ ,,JV UN i{ s ~ ,JI,. ~ ~ ~ N~O~F KIN m{xM 5 , 601 a, 20„ W \r~~i & MARDARET ISLIFKIN oy~~ 7, LDT MAP OF Si3QyVL~ COUNTY SUE ~+D,tT~TION E NoF323 f ~J\\ FILED IN N Au-sl3~' X960 AS FILE NoF323 1 PREPARED IN ACCORDANCE WITH THE MINIMUM LOT OVERAGE OVER UPLAND AREA STAN HARD5 FOR R TITLE TRIO SURVEYS AS ESTABLISHED T TT THE L.LA LS AND APPROVED AND D ADOPTED E LAN (UPLAND AREA = 24,965 sq. ft.) FOR SUCH Y'TiCy YORK STATE LAND NOTES: DESG TITLE YO N-,FT 1., DESCRIPTION AREA x LOT COVERAGE 4V ,Y 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING 'EXISTING ELEVATIONS ARE SHOWN THUS:+ EXISTING HOUSE 1,530 sq. ft. 6.1% EXISTING CONTOUR LINES ARE SHOWN THUS: - - - rRIVEWAF.FL. - FIRST FLOOR EXISTING EXISTING CONC. DRIVEWAY Tao sq. ti. 3.0x EXISTING CONC. G.FL. - GARAGE FLOOR WALK WALK 130 sq. ft. O.Sx I ^ 2. FLOOD ZONE INFORMATION TAKEN FROM: EXISTING EXISTING ROOF OVER WOOD r'\~y ~ FLOOD INSURANCE RATE MAP No. 36103CO164H PR WOOD PORCH 60 sq. ft. 0.2% OP. PI JF ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ADDITION PROP. 1st FL. ADDITION 460 sq. ft. 1.8% D ~~gU N.Y.S. La. No. 50467 ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL PROP. SI PROP. SCREENED CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT PORCH PORCH 240 sq, ft. 1.0x PROP. COVERED VIOLATION ADDITION OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; PROP. CI Nathan Taft Corwin iii TO THIS LNAJTHORED SU ALTERATION TO THIS SURV RVEY Is A vNEW N OF AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. PATIO SECTION 7409 OF THE NEW YORK STATE PROP. 0 PATIO 180 sq. ft. 0.7% A~ PROP. OPEN EDUCATION LAW. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 02% ANNUAL CHANCE FLOODPLAIN. PATIO & PATIO & STEPS 415 sq. ft. 1.7% ~b Land Surveyor COPIES OF THIS SURVEY MAP NOT GEARING THE LAND SURVEYOR'S INKED SEAL OR TOTAL (C TOTAL (CLEARED AREA) 3,755 sq. ft. 15.0% EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To. Stanley J Isaksen, Jr. LS CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A Ingegno ITS ONLY TO THE PERSON FOR WHOM THE SURVEY S PREPARED, AND ON HIS BEHALF TO THE Too Surveys - SubOvisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION ISmD HEREON, AND PHONE 631 727-2090 Fox TO THE ASSIGNEES OF THE LENDING INBTI- ( (631)727-1727 TIIION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Rccl P0. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. -111 SURVEY OF - - - y LOT 56 Q L o ; MAP OF L MOOSE COVE _ n r o ~Z FILE No. 3230 FILED AUGUST 30, 1960 pu 4c SITUATE $w T° ` y ( ) LL p0 I!j I? 0 .2 EAST CUTCHOGUE MUG z ~ w ;f 1, 1 L TOWN OF SOUTHOLD ,~s u 1a i s OIC ~FXGp INR6~ ~ .a rm SUFFOLK COUNTY, NEW YORK a za S.C. TAX No. 1000-103-03-10 u(B as ;fix 346.2 N SCALE 1"=20' ?d ° v a 10 c, I OT 55 I JUNE 2 2012 ro DECEMBER 5, 2012 AODEDPROPOSED SEPTIC SYSTEM I O a ° ~I3 L NIOIF MpSSEN A $ I AUGUST 28, 2013 FINAL SURVEY I a a 4 z S SEPTEMBER 16, 2013 CORRECT WATER LINE LOCATION a w L CHRISTIAN PuN wA~m1 >e\;, '~j4 (USES TOTAL LOT AREA = 33,547 sq. ff. nl m v i 1 I ;~4i n C-1 w _ (TO TIE LINE) Q,]]Q ac. nlm a n \ I G ,n y y OGN~ \ 1L I 10.1 m 10 OCRf% E Y N sc I, F,AG ~ E _.KE\ I 1d of g s p sE4~`O 9 a L I 1 WT I .AL 1 PNL I. N p p A 77.4 ' 30 ,1LE LNG =c=5 1A 1A o 3 ~m i A i .Ak Arr AIL 2 \ JAIL II FlAG a~ \ MPMEM HIGH WAiFR µWK ON 0E'25/1012 ~ m \ w \ 1 u ao~ LFL] I / IOMC / ~ c3, J UNE Cw r ?111L \JWL ti lp I 1 ~ r 4 \ pOOK ~ \ I \ WOOD Al s Sj \ EGCE OF UWN WL POST WR,„P 'IX JILL R1G / IL S JILL PO I \ \ONf f AL FOANCUN. N. '/O AL.. AL 4 4 „ 1A1 \ AL AL Fuo ~ .W4 5 78 1 oNf 4, \ Tj~ ,IL,, ,ILA 'IL \ 105•90 'ILL FLAG OWEWNWA~ER1 N BOG N \10 A (USES PAF mn m~ ILL O ROB pT S SL F IN N 5 76,18'20 \N ~\jo & MAR ro y,.. LOT 0 OF MAP yam' ^\f S~UBD~tIV YIOSH?of SUFFOLK COUNT'( (e3\J " JU 1~ OF THE CSR FILE No. 3231 EMoRY ~0 AD \ FILED IN ONEAUGUIST 30. 1960 SEPTIC SYSTEM Th STEM TIE DISTANCES PREPARED IN ACCORDANCE -E SUWISH SHE MINIMUM COVER HOUSE CI HOUSE CORNER"A" HOUSE CORNER"B" BY THE LA~LSR. TITD APPggVM ND T M01'TEB O SEPTIC TANK 41' 24' TIDSLRE nssocuiIONY THE NLT~i YORK sg1E uuo OUTLET COVER 41 LEACHING GALLEY 30' 26' of NEby\ COVER 1 30 T -lo coq LEACHING GALLEY 36 36' 33' 1 LEACHING GALLEY sY _ id ,1_L.d,Z nnVro 7 30' 30' ~a' LEACHING GALLEY rY COVER 4 24' 24' 33' N No. 50467 IZED RVEY U. A T Is A VION IOL A VJOI OR ATION AO F ON Vathan Ta GWin III UN T. RSU TO THIS OF EDUCATION OF THE NEW YORK STATE . 1. FLOOD ZONE INFORMATION TA INFORMATION TAKEN FROM: Land Surveyor EDUCAnON LAW. CERTIFIED TO: NOTES COPIES OF THIS SURVEY MAP NOT BEARING KEVIN GEIGER FLOOD INSURANCE RATE MAP THE EMBOSSEOD SEA-SHALLL INKED IANCE RATE MAP No. 36103CO164H NOT BE CONSIDERED DEBRA GEIGER ZONE AD RASE FLOOD EUN% To BE A VALID TRUE COPY. SUFFOLK COUNTY NATIONAL BANK ZONE X'r: AREAS OF 0.2% AP BASE FLOOD ELEVATIONS DETERMINED Successor TO: Stanley J. IsaklBn, Jr. LS. CERTIFICATIONS INDICATED HEREON SHALL RUN FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK CHANCE FLOOD WI1 AREAS OF 0.25 ANNUAL CHANCE FLOOD; AREAS OF 15 ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SUR.EV OR WITH DRAINAGE OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; Title Surveys 19 PREPARED, AND ON HIS BEHALF TO THE AND AREAS PROTEI Surveys - SubdiViliaos - $ife Plan! - Construction Layout TT1F COMPANY. GOVERNMENTAL AGENCY AND LENDING INSRNIION LISTED HEREON, AND ZONE X: AREAS DETERMINED AND AREAS PROTECTED BY LEVEES FROM 15 ANNUAL CHANCE FLOOD. AREAS DETERMINED TO BE OUTSIDE THE 0.25 ANNUAL CHANCE FLOODPWN. PHONE (631)727-2090 Fox TO THE ASSIGNEES OF THE LENDING INST- (631)727-1727 TUTx1N. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF lannespart. New York 11947 Jame.port, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 32-1116 II~ .t' III ~ cad \ I A^P~ 0VE AP OVED AS NOTED / , a 'i DATE; 3 a ATE: DAS V O LO (iAT?_! ARCHITB CT FEE NOTI YF BRIDLING :11Y BOIL ING DEPARTMENT AT _ 765-1802 8 AM TI &1802 8AM TO 4PM FOR THE DI-LOWING INSPECTIONS: 33'-0" 17'-0" FOLLOWING INSPE 1. FOUNDATION - FOUNDATION - TWO REQUIRED REVISIONS D E S C R I P T I O N FOR POURED C FOR POURED CONCRETE 2. ROUGH -FRAM ROUGH - FRAMING & PLUMBING II S. INSULATION r-------- ~ i i4. FINAL - CONSTI INSULATION FINAL - CONSTRUCTION MUST II BE COMPLETE ALL CONSTRUCTIC BE COMPLETE FOR C.O. .L CONSTRUCTION SHALL MEET THE REQUIREMENTS 0 QUIREMENTS OF THE CODES OF NEW YORK STATE. NO' )RK STATE. NOT RESPONSIBLE FOR I DESIGN OR CONS 'SIGN OR CONSTRUCTION ERRORS. 0 I I Ii 56--0„ 1 P COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE 3 I I i d 1, A AS REQUIRED AND CONDITIONS z,_O" 16,_8„ 8,-4" 17,_0„ sG911BEB TOM ZBA I I' _ SBUTHBLBi6~P~NNN4&@9A FWG S06'Znmwl N 3LLUEES - --44= EXISTING s{ 8" POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED 12'-8" 2._C.. CONCRETE FOOTING ' OCCUPANCY OR v O( m u c < A USE IS UNLAWFUL i!I WITHOUT CERTIFICATE EXISTING ,III Of Yr. C E L L A R o q OF OCCUPANCY OI v (SCREEN PORCH ABOVE) I PORCH ABOVE) I UNFINISHED PLUMBING O1 F SMOKE ALL PLUMBING WASTE w, EXISTING a 1193, g ^DETECTOR & WATER LINES NEED W TESTING BEFORE COVERING I CRAWL SPACE z 2" POURED CONCRETE SLAB \m 2- t'J---kkk b U ° Ol p PLUMBER CERTIFICATION w CRAWL SPACE m C ON LEAD CONTENT BEFORE W z - 2" POURED CONCRETE SLAB CI I, I C \ I CERTIFICATE OF OCCUPANCY V/ SOLDER USED IN WATER w SUPPLY SYSTEM CANNOT _ ° D HWH HWH B 0 1 L E R EXCEED 2110 OF 1% LEAD. p o 0 0 1 II EXISTING LAUNDRY sr1DWER PROVIDE 5/8" TYPE p ON CEILING ABOVE FURN 5/8" TYPE "X" GYP. B0. 6"x6' TIy'I . LING ABOVE FURNACE FOR I \ E FLOOR ON r F AT LEAST 3'-C" ON ALL )T 3'-0" ON ALL SIDES A.S , SEWER EJECTOR PUMP 1 ExIST1N colvc sue m u g PER N.Y.S. CODE PER N.Y.S. CODE I I PROPOSED l We ~ O o i L i J BATH _ w J JC p N ~ 125 CFM EMHAUSI FAN TO EXTERIOR I LLJ U' K Z F 4- STEEL STUDS B \ EXISTING 1 16" DO 1/2' SHEET 1 W W ROCK WALLS ANO CLC I oU CRAWL SPACE EXISTING w r-~ EXISTING. EXISTINGCRDI ER GARAGE ABOVE r 1 z o m z w F L-J p 0- w i FOUNDATION WALL T m U I / EXISTING n o O 1 C EEL6LGA R io 1 UNFINISHED V N m (D-ED Em 1( I I SMOKE t -I O ^DETECT OR I I FOUNDATIOINGWALL G 5 L I J Z m N ~ U' K 2 T F I UP W ISTING EXISTING FOUNDATION WALL¢° VENT (ISTING D ATION WALL EXISTING rTHRU ROOF Charles M. Thomas (T1P.) EXISTING ,p. a r c h i t e c t I PO BOX 877 JAMESPORT, NY 11947 (631) 127-1993 I I I CONNECT TO APPROVED --i PROJECT F.A.I. & SANITARY SYSTEM I I C E L L A R P L A N Ii I GEIGER RESIDENCE I I _ SCALE: 1/4" = 2350 BEEBE DR. CUTCHOGUE, NEW YORK 2'V A IAVi 1 WC 1-112 I I I I ~ ~ SHOWER j I I BATH PLAN h CELLAR SEWER EJECTOR PUMP OATt 00/20/13 PROJECT No DRAMNG BY. C M.T, CHN BY PLUMBING RISER DIAGRAM OWC No, IN-FO 01 -00 SCALE: N,T.S OF 1 STITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PREPARED. REUSE, REPROOUC110N OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 19 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FAC THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE. i ,.lA ~p.7 -'4V u_ r ~ 33•_0" (?OT I I ARCHITECT j LINE OF o EXISTING DECK IN OF 4E REVISIONS DES CR I P T ION iv TO BE REMOVED REMOVED PROPOSED BLUESTONE PATIO I 1s' e" 17,_0• 8'-4" 17,_0" 7'-105" I 6"X6" ACO POSTS 9 9 9'-2" T-10" I 8'-4" 3'-6" 5'-0" 5'-0" WRAPED WITH 1"XB I 'VERATEK' I (TYP OF 6) (3) 12" L HEADER 3 52 41052 ICTURE J52 (2) 9 1/4" ML HDR y (2) 9 1/4" ML HDR N MM`` ~r J Y IF N 8 COVERED V NE OF 1112'-0" I 14,_0" i EXIS NG DECK PATIO TO B REMOVED II m Lryl ~0~ NEW F N SORE N OF NEW PORCH RAFTERS R 0 0 o II P R C H m w O O N I I o I .o 2832 2832 L % EXPANDED + rc ^ °x 200" CJ O 6 18 OC, z m F 11 ~ in p II I m KITCHEN r- - _ ° ~3j"O STANOARbSWT P~ COLUMN NEW 7"X16" PARALAM UPSET FLUSH AT EACH ENO F TL. KA I I a L REMOVE EXISTI G BOLTED CONN~TI N ,7O C NC.h STL BM. CLOSFF EXISTINO CLOSE E%ISTING OOOR ORENINGI DOOR PENING tH- I OWWIND0V - - - oo 11 ° FRENCH WOOD SLIDING DR o iV Im 'n Y.f ^ _ 98-8ST_ 68_ rv LINE F EXISTING WALLS NEW NFI~L OONST. UCTION NEW FILL CONS CTION (TYP.) TO B REMOVED • o= (2) 11 1 75';'_4(. H0 t FRAME WALL TO UNDERSIDEF A M I L S z F EXISTING WALLS U ° ?z EXIISTING CJ w^ CL OSLTN X13 oS NO CHANGE(TYP. ® ABOWE FOR NEW CANTILEVER 0 o e N U Z S MOVE XI TI C S 19 3068 ° °Ri m OOR z C (3) 9 1/4ML FLUSH w OOj rv 'NOm RELO ATE DOOR m O z °a EXISTING CHIMNEY 1 w 0~ m c TO REMAIN NEW 3- f SELF LO IN E X I S T I N G 1 ° 9 1/2" TJ JOISTS5 cD L I V I N G n 230 SERIES m q O 16" OC. C N o R O O M Q n` u (D-sM&r S oE1ECioq PANTRY N RLr' - R-19 INSULA11ON EXISTING r'vYm I', I I I „ rv mm LINE OF EXISTING WALL S to p .IevJ.Tm,: r- • C A R SRO ' -IB G A R A G E I u ° I TO BE REMOVED (TYP) I to m 1HR. RATED `ay w - INE OF EXISTING WLL6 5/8" TYPE X SHEETROCK FXIRTING N I e TO BE REMOVED ( P NI ~p'^z 10 O L CLG JST. a W ® 16" OC, II r I. u WALLS & CEILING N EXISTING II I I r^ II D I N I N G 2"x8" RR NI& ®16 OC, R 0 0 M y , REMOVE EXIS ING ROOF O w co wIII ©-maxoxm[ L"/// nm III onccma F= g PROPOSED EXISTING RAFTERS AB EXISTING IN ISTING WALLS N GARAGE. SIS NEW JOISTS N CHANGE (TYP,) LLJ, EX STING WALLS i I E 1 E X I S T I N G M ,BEDROOM # 5 A T TO EXISTING w N CHANGE (TYP.) E F XISTING m FOYER pl. ® O suonc - TO REMAINLAB usr.T YI ~I 'T EXISTING WALL'a a NO CHANGE (YP.) SHOWER II 17-3 n 'a \I u rR o ISTIN 11 H V N 15'-4" n n 9'-4" VP 12'-2" REMOWE EXISTING LINE OF WALL ABOVE WINDG WS REMOVE AND REPLACE o WINDOWS REPLACE W/9 BO O.H. DOOR I PER OWNER N 252 3u52 EGRESS EGRESS E7 EXISTING EN Y PORCH EGRESS EGRESS NEW INFILL 2"x4" NEW 1 1/2" ICK BLUESTON REMOVE E ISTING FRAME WALL L E G E INI D 6 ~ NI 2"X. ° I BRICK VE EER 2"x8" RR 2"x8" RR ~ tE 16 OC. ® 16 OC. - EXISTING 2"X4" REMOVE AND REPLACE WALLS TO BE EXISTING 2"x4" EXISTING COLUMNS TH REPLACED WITH 2" 1S TO BE 'LACED WITH 2"X6" 6" OC FRAMING 10' 0" 10" PERNA CAST ® 16" OC FRAMING EXI TING - TO BE REMOVE 12'-44" B'-i0y" TO BE REMOVED 2'-6" 11•_1• 6'-5" AMEEMEEME= - PROPOSED FRA PROPOSED FRAME WALL 22'-10" Charles M. Thomas PROPOSED FIRST FLOOR ADDITION v 456 SF j a r c h i t e c t PROPOSED SCREEN PORCH ADDITION = 216 SF PO BOX 977 JAMESPORT, NY 11947 (631) 727-7993 F I R S T F L O O R P L A N PROJECT GEIGER RESIDENCE SCALE: 1/4" = 1'-0" 2350 BEEBE DR. CUTCHOGUE, NEW YORK C • FIRST FLOOR PLAN u DATE lunl~l G; D D as/25/12 MAR 2 5 2013 PROJECT No. DRA'MNC BY C.M T. CHK BY BI UG DEPT DWG N, fir! nF sou rom D lk- 003-00 B of THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, RI TPARED. REUSE, REPRODUCTON OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TILE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE ITUTE PRIMA FACIE EMIOENCE OF ACCEPTANCE OF THESE RESTRIUONS, s ~P MT is l ° ir' YS~) ~ ~~";i ARCHITECT ( REVISION D E S C R I P T ION 43•_5" 17•_7• 15•_8• 27'-9" B'-6~" 16•_83" 16'_11" 10'-6~" 7._D. 8 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ d6" HIGH RAIL 36" HIGH RAIL FOR NYS CODE PER NYS CODE ,,,yyy 14 14' 0" ,5' ~r ROOF BELOW B A L C N i ° SINGLE PLY RUE w OVER 45N ROOF FELT 01 SINGLE PLY RUB ER ROOFING SINGLE PLY RU BER ROOFING j R 45N ROOF FELT 0 3/4" COX PLYWOOD OVER 45N ROOF FELT 0 3/4" COX PLYWOOD 'a i SHEATHING. 2"X10" RO( PITCH ROOF FR( ,THING. 2"X1D" R00 RAFTERS V 8"0.0. SHEATHING. 2"X10" ROOF RAFTERS 06"QC, PITCH ROOF FROM RESIDENCE PITCH ROOF FROM RESIDENCE LINE OF PROPOSED WALLS BELOW NEW WALL FRAN ROOF RAFTERS NEW WALL FRAM D TO EXISTING ROOF RAFTERS U ° FWG FWG 6068 2472 212 2846 FWG 6068 2846 ° 15'-4" 15'-4" r, 5'-6' 61-6" Q-5 z LLJ N N z Z - N E W z _ E ADG MASTER TZ, O 03 ~UNE OF E%ISTIN( LINE OF EXISTING WALLS A I{CINER 0 m N E W 0 0 'w 17'-3" Z ion TO BE REMOVED TO BE REMOVED (TYP.) b z e u IN EY b"O 5 CFM NEW FAN TOE RI QDR. o` B E D R o ~ BEDROOM NEW ,I BATH No 00 125 CFM EXHAUST 1 -4" FAN TO E.TERIOR X B'-o" CELT 8'-D" GEEING HT. SHOWER 2 F1 pdb SOS 5'-1" ""I `f Q -s"' ~QET O`saoNE 0 n 25CFM EXHAUST oE1ECrCp 4N O EXTERIOR L I N E N NEW 0 0 ~ 71'-10" 1,'-10" 3'-6" ~s u N E N N l ?s M A S T E R ss _ _ s8 B ED R O O M ~o -ae 9'-0" CELING HT. m 5'-7•' CLO' 0 SME 9 h 2" ML ROLE \J `DE7CTOR AM c,GS ss LINE OF EXISTING WALLS EXISTING RIDGE OME 5 -7 C ^oiuioa 1'I S ~oElccr3aR ~ m rv - - - - 5 tLUSET O w b N N ¢ ry~b " co r B_D4 1 O 4'-2a " w C2 / I rybb \ 3'T4" IN z. 4. rc N ~V / rc 3K N~S! E X I S T I N G L50~ B E VR -2 B E VR O O M B E D R O O M w \9~Fr 3 54 1 m W.I, n® a m N m i V~'J 8'-0" CEL B'-D" CEILING HT. Zn CL ET rybb sss CLOS T~ yi B'-D" CEUNG HT. OPEN Tg rill _ _ 1 N SMC OJ / Q-DET ~,Py 2"X10" RR Q o[cioF 1 B 2%010" R \ O`o Sc`Tax S•_63•, 'i. 2"X1 O'• RR 2"X10" RR 1, 3'-10 2"X10" RR rvm 4 ® 16" OC. i ® 16'• CC. - - / ® 16 cc. ® 16 OC. of 3' 1, I I 9'-4' B'-4" 3._0.. / II ®16 OC. r`N - J J N I•o I o II i IIII I - - - - - - - - 5046- 3046 3046 3046 mmm, + 1 4 EGRESS EGRE55 EGRESS EGRESS I Ilrv N I 3 3046 3046 EGRRES ESS I EGRESS EGRESS S_63r 1n 3'-0' 10'-D" f0'-D" 3'-0• 9'-6. 17•_9, 33 7,_6l• 4•-2j" 16'-D" 16'-0" 27•_6. 17._7". } III 61'-0'• PROPOSED SECOND FLOOR ADDITION = 441 SF Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PR ECr S E C O N D F L O O R P L A N GEIGER RESIDENCE SCALE: 1/4" = 1'-0" 2350 BEEBE DR. CUTCHOGUE, NEW YORK SECOND FL. PLAN BATE: 05/25/12 PROJECT No DRAWING RY. C.M T CHK BY OWG No. DA-004-00 Or I i I THESE ORAWINGS AND ACCOMPANYING SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUELICATION SHALL AE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, RE !EPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISU AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE TITUTE PRIMA FACIE ElAOENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I ~P T I o~ Q w~ ly ° O 1"X6" V GROVE - EXISTING ROOF STRUCTURE '(P~ ARCHITECT T&G VERATEK -NEW ASPHALT ROOF SHINGLES- EXISTING CABLE ROOF TO REMAIN REVISIONS D E S C R I P T 1 0 N 10'-4" CLG. HEIGHT 8'-0" PLATE HEIGHT T ~ 1"XB" FRIEZE BOARD T.O. WINDOWS 1111111 1.1 11 LILL11 LL PROPOSED 12" FLYING RAKE 5/4" X 4' WINDOW AND DOOR SURROUNDS (TYP) PROPOSED SHED ROOF STRUCTURE EXISTING ROOF STRUCTURE _ TO. SECOND FLOOR PROPC NEW ASP NEW ASPHALT ROOF SHINGLES (16" OH) NEW ASPHALT ROOF SHINGLES 8'-0" PLATE HEIGHT T.O. WINDOWS i REPLACE UMNS WITH IlIj AST MOVE T OVERH F71 ® ® 0 NE 90 0 JCL L 0 TO. FIRST FLOOR REMOVE EXISTING BRICK VENEER I U ° C ~ FRONT ELEVATION w O ~ z SCALE: 1/4" = 1'-0" ~ w p o 6 p N ° Q 9 p U) O L cc EXISTING ROOF STRUCTURE EXISTING ~ ~ o NEW ASPHALT ROOF SHINGLES CHIMNEY p W TO ~q.. REMAIN m NEW SHED ROOF STRUCTURE lil N NEW ASPHALT ROOF SHINGLES A( PROVED AS NOTED ~ m 9'-0" CEILING HEIGHT a._o° PLAT H7 T ~9 ~ va roir~c nn eon % 3, a~ 0/. 17, . ran LNQLLMlNW%!E NG DEPARTMENT AT V I N To. WINDOWS- - 765-1802 8 A TO 4 PM FOR THE F q1 REMOVE EXISTING VINYL SIDING FOLLOWING It SPECTIONS: NEW CEDAR PERFECTION SHINGLES 1. FOUNDATI N-TWO REQUIRED L FOR POUI?J D CONCRETE II 36° HI RAIL FW 0 8 36" HI RAIL II RAIL 2 ROUGH - FRA ING, PLUMBING, CODE STRAPPING, LECTRICAL & CAULKING {1 PER CCDE 13 d 13 ~~I PER CODE 3. INSULATION I NEW SHED ROOF STRUCTURE 4, FINAL - CON TRUCTION & ELECTRICAL (j(- r"r NEW ASPHALT ROOF SHINGLES 1 MUST BE CO PLETE FOR C.O.°°~'-': L SHALL MEET THE i" [ n,,Ig r^ T.Z. SECOND FLOOR TIN [ T EC ODES OF NEWt''" • I VI I_f~1c~d l-I_r'L„ B'-0" PLATE HEIGHT - a'_b1Lgv_WTE{E RESPONSIBLE FOR TF.DESIGN OR CON TRUCTION ERRORS. V f T.O. WINDOWS T.o WIN Ows • 'T 1.+r'='-. - FT m 3'. u PABING Charles M. omas ALL9 UMB NG WASTE & WA ER NES NEED a r C I'1 I t e c t 36 HI RAIL TPSTING REF RE COVERING 1: P R CODE PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 .0. FIRST FLOOR F= F=7 r,(PIDUM ERT/FICATION aNZE C NTENT BEFORE PROJECT CERTIFICATE OF OCCUPANCY STUCCO FACE OF WALL ATER GEIGER RESIDENCE SUPPLY SYSTEM CANNOT 2350 BEEBE DR. E EXCEED 2110 OF1%LEAD. CUTCHOGUE, NEW YORK ATER RUNOFF PURSUANT TO CHAPTER 236 ELEVATIONS OF THE TOWN CODE. ELECTRICAL INSPECTION RECUTAj'A REAR E L E VATIOIN The design of this structure Is based upo SCALE: 1 /4° = V-0" Wood Frame Construction Manual (WFCM) re Is based upon prescriptive approach using the DARE 05/25/12 Manual (WFCM) 2001 SBC published by The American PROJECT Na. Forest and Paper AGsoclatlon. Non- Strw '.Ion. Non- Structural elements are based upon the New DRAWNG Br C.M.T. York State 'RESIDENTIAL CODE January 2C 'ODE January 2010, Chrc pr. i ORD N, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD DCCUP ,THING USE/ HEIGHT AIR TYPE OF DAD OCCUPANCY FREEZING CONSTRUCnON AD_ 001 o0 LOAD (MPH) CATEGORY LINE TEMP UNDERLAYMENT CLASSI CLASSIFICATION INDEX I WEATHERING DEPTH TERMINATE Ed REQUIRED 1 OF b PSI, in 6 SEVERE {E' MOOERATE 11 Y E5 FRgI lane M PSF ZO PSF PIERINEIER FOGE ZONE e.J3 PSF EDGE ZONf OS.E PSF RESI TO FN11 NAPe INPERIGR ZONE 51.{ PSF MY ER ZONE 3E.Y PSF 3.0 PSF RIORIENVAL 2V 0YY T1Pf V • SLY PW HEAVY IEY WERE PREPAR ED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE N 1ALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, R1ESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARE[ N I ~PS pZ N a y~6 o MT ARCHITECT 6'-0" 1T-0.. 33_0" U REVISIONS D E S C R I P T 1 0 N - - - - - - - - - - - - - - - - - - - - - - - - - 31 -6" 8" POURED CONCRETE FOUND TION WA WALL ON 8"X16" POURED CONCRETE FOOTING o I ° N A D D I T 1 0 N III 16,_8„ 8,_4„ 17,_0„ 2'_0" 14,_0" I I COMPACT & FILLED L _ - - - - " 4" POURED CONCRETE SLAB WELL COMPACTED POROUS FILL _ 2-2 X12' HOR 8" POURED CONCRETE FOU WALL ON 8"%16" POUREO CONCRETE FOUNDATION (BLUESTONE PATIO ABOVE) 'X16" POURED 78" POURED CONCRETE FOUNDATION i CONCRETE FOOTING / WALL ON 8"X16" POURED 700 ZIN s CONCRETE FOOTING .n 12 8~ I 2._D. N LW N E W NN EW S A B zLASL CELLAR a F POURED CONCRETE SLAB CONCRETE SLAB OVER 6 / 4" POURED CONCRETE SLAB OVER 6 z z O F MIL. POLYETHLENE VAPOR B) ON WELL COMPACTED POROU THLENE VAPOR BARRIER / MIL. POLYETHLENE VAPOR BARRIER I O OMPACTED POROUS FILL / ON WELL COMPACTED POROUS FILL • _ 0 b 0 - i I H (SCREEN PORCH ABOVE ~ O N .n EN PORCH ABOVE) L - - - - - - - - - - - - - - - (FAMILY ROOM ABOVE) 0 g~ 0 5 in .1 ~ O _ -2 J 5171• H O c Z - = F~ SMOKE ~O-Z O m¢~ I N E W 0,2 p ^DETECTOR 0O1 - J < ~O CRAWL SPACE REMOVE EXISTING BILCO I r 'O z DOOR ENTRANCE in 2" POURED CONCRETE SLAB ••,I ,~j - - - - - - - - - - - - - - J I2'-0" U ° L --~1- NEW CRAWL SPACE C W r - - - - - - - - - - - - - - - 4. 2" POURED CONCRETE SLAB - - _ _ - O Q) z PROVIDE - - - ACCESS _T F--------- - ANCHOR AND BOND TO EXISTING Q I I WITH #'5 REBARS 012" O.C, VERTICAL O N o PROVIDE 5/8" TYPE BIDE 5/B" TYPE X" G:p' B e 01 1 R EXISTING io ON CEILING ABOVE FU CEILING ABOVE FURNACE FOR Q O o AT LEAST 8-0" ON A F g PER N.Y.S. Cl EAST 3'-0" ON ALL SIDES AS C E L L A.R DROP FOUNDATION WALL PER N.Y.S. CODE r 1 TO MEET SLAB CONTINUOUS FOOTING o L i J X V1 > N ~ EMISMW O L I F 1 CRAWL SPACE( (EXISTING O w EXIS7m EISTNCL IRDG ER r GARAGE ABOVE ° LLJ w N L _ J J L+ J L_ J L_ J EXISTING m w I I FOUNDATION WALL WR o U 1 _ I I ~R ~ TAW I N o-SMOKE EXISTING X L N T DROP FOUNDATION WALL TO MEET SLAB CONTINUOUS FOOTING F uF - - J L - - - _ - - - - - - - L EXISTING S EXISTING FOUNDATIONOWALL 40ATION WALL r - L - - - - - - - - - - - - - - - E%- - - - 10'-2j" 3--4j- EXISTING Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT F 0 U N DATI0N PLAN GEIGER RESIDENCE SCALE: 1/4" - V-0" 2350 BEEBE DR. CUTCHOGUE, NEW YORK FOUNDATION PLAN DATE 05/25/12 PROJECT No. DRAWING BY. C.M.T CHK CHN By DWG Na ?A-002 00 2 DF 0 2E PREPARED. REUSE, REPRODUC710N OR PUBLICA710N BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTVISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FI )NSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAkE SITE FOR WHICH THEY WERE PREPARED, REDS s~~~PS AT r~ N W N O 33'-0" C~~yJ i I I LINE OF o EXISTING DECK - LINE OF STING DECK PROPOSED REVISIONS D E S C R I P T 1 O N TO BE REMOVED iV 3E REMOVED 1 BLUESTONE PATIO 1 16' 6" 17r_0,r 9'_4" 17'-0" 3.-0I B•_2" J'-10", I 8'-4" 3'-6" 5•_0.. 0•_0.. 6"X6" ACG POSTS 6 ' I WRAPED WITH 1"X8 I 'VERATEK' (TYP OF 6) (3) 12" L HEADER 3 52 41062 ICTURE 3 52 (2) 9 1/4" ML HDR -„(2) 9 1/4" ML HEIR N N "d - - fl N r F a 1 ~ I 30fi6, 0 3ose__o COVE RED b N i ~y m INE OF 112'-D" I ~ 14'-0" x 2'-0" I EXIS NG DECK TO B REMOVED II O1 m PA 0 m i1a 4' NIP NEW p Lry> I I ` F A M I L Y S C R E N D FRAME WALL TO UNDERSIDE ~~-1 L-liT ~yl m 'r OF NEW PORCH RAFTERS a R 0 0 M z ° P R C H 'o II o rv 2832 2832 `~'PII 1 O snorcE j1 m 5 -DErccraR o rc ° III •o I~~ KCi a ° 2xlO" CJ II 016" OC. o II I Z O ` II II I ~ m F EXPANDED II 1 f m m F 0 II m 6 ~0 KITCHEN "x51 ~s1 e I rn IIII 0' 3~-i STANDARD'F S~,EE PI~ COLUMN N N i° NEW 7"X16" PARALAM UPSET FLUSH _ AT EACH END F 1STL~ ~EA N _ L y _ BOLTED CONNTION 1101C NC.k STL BM_ _ - _ _ - N_ _ REMOVE EXIST'1 C OW-WWDOPI I - - - CLOS[ ENISTINQ CLOSE EXISTING m ° II I o FRENCH WOODI SLIDING DR o I _ J' DDORI & ENINGI DOOR PENING FILL CONSf CTION TO B REMOVED (TYP.) No f LINE EXISTING WALLS Sj NEW NFILL pOWST~iLOTION NEW 11 1 5 L A N D rum '_it" o z° 4.. HDR o< (2) 11 1/1455;-4' 21 -10" o - - - F EXISTING WALLS U ° ~ Ell(ISTINC CJ~~ ° c L o s E T N o~ b 9 g NO CHANGE (TYP, n F UZn.- MOVE XI T16 3 4 a 3068 «BOIVE FOR NEW 0 0 o r O°= m OOR P NI G ~a-K z w CANTILEVER N7eo Ip 2 m N M m M]Cq ° U O (3) 9 1/4" ML FLUSH N 1 RELO ATE DOOR O z EXISTING CHIMNEY Y I 8~ ° g NEW 3- F w TO REMAIN S ELF LO IN 7- RX R ° E X I S T I N G 1 ° 9 112" TJI JOISTS ri ~ N o L I W I N G ro nm 230 SFA E e 16" CO. R O 0 M iO n R-19 INSULATION Q O`SMOKE 5 OEIECTOP PANTRY N REF' - E% I S T I N G W G, GARAGE N "I ITD BE REMOVE W/~ N a LINE OF EXISTING WALLS ~Ij TO BE REMOVED (TYP.) W > a II INE OF EXISTIN WALL45 /8° TYPE X SHEETROCK 4r~ 5WALLS & CEILING EXISTING N N II 2"xllo" I O L- CLG JST. a ~ o a 16" OC. E X I S T I N G p w 2'X6" RR REMOVE EXIS ING ROOF m 0 16 OC. NEX~ISTING 1HR. RATED ©--MONUIDD N I N G RAFTERS ABTE piVE EXISTING E ISTIN/j WALLS DEGTO AN 1_I_1 1JJ III 0 0 M GARAGE. SIS R NEW JOISTS N CH GE (TYPJ 11 TO EXISTING EX STING WALLS .~~rcTo EXISTING_q (O Q~oirzcrDR m m EXISTING S N CHANGE (TYP,) ^~I F O Y E R® Q TO REMAINLAB WR 0 T NO CHANGF f .T II ~I EXISTING WALL seowce 17'-3" rn ~ XISTN v I ~ b 5'-4" n 9'-4" UP RX. ON POOR REMIOVE EXISTING 1 1 f F _ LINE OF WALL ABOVE M WINDOWS REMOVE AND REPLACE REPLACE W/9 BO O.H. DOOR WINDOWS PER OWNER EGRESS EGRESS .ILL JUO' NEW INFILL 2"X4" EXISTING EN Y PORCH EGRESS EGRESS FRAME WALL o I o I NEW 1 1/2" ICK BLUESTON ISTING I_ E G E N D BRK 2"x8" RR 2"xB" RR l~ - EXISTING 2" I V ® 16 GO, ®16 DC, WALLS TO BE - EXISTING 2"X4" WALLS TO BE REMOVE AND REPLACE EXISTING COLUMNS TH REPLACED WITH REPLACED WITH 2"X6" 10" PERMA CAST ® 16" OC FRAN ® 16" OC FRAMING 0 O" - TO BE REM, - TO BE REMOVED EXI TING 2. 51.. 12'-4j" B.._Ol„ 8._0.. 12•_8•• 12'-a' 6'-5" 2 as -PROPOSED - PROPOSED FRAME WALL 30._2. 22'-10" Charles M. Thomas a r c h i t e c t PROPOSED FIRST FLOOR ADDITION = 456 SF PROPOSED SCREEN PORCH ADDITION = 216 SF PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT FIRST FLOOR PLAN GEIGER RESIDENCE SCALE: 1/4" = 1'-0" 2350 BEEBE DR. CUTCHOGUE, NEW YORK FIRST FLOOR PLAN DATE, 05/25/12 PROJECT N. DRAWING BY, C.M.T. CNK BY. OWG NP 0- 003-00 OF ERE PREPARED. REUSE, REPRODUCTION OR PUBLICAPON BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITER EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECLVISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA CONSTITUTE PRIMA FACIE ENDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERNCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINALL SITE FOR WHICH THEY WERE PREPARED. RE. r~ 0 ~ °a Z d y~ ° O MT y~ dy /I lJ~ ,~P~/ ARCHITECT .l REVISIONS D E S C R I P T ION 43'-5" 17'-7" 27'-9" 7•_0" - - - - - - - - - - - - - - - - - - - - - - - - - - 36" HIGH RAIL ]6" HIGH RAIL PER NYS CODE PER NYS GDDE 14' 0" 15' 1" ROOF BELOW C ~ L N ° SINGLE 0 ° SINGLE PLY RUD ER ROOFING SINGLE PLY RU DER ROOFING yl OVER 451 RD( OVER 451 ROOF FELT 0 3/4" COX PLYWOOD OVER 451 ROOF FELT 0 3/4" COX PLYWOOD b SHEATHING PITCH SHEATHING 2ROO' FRO RAFTERS ®Ifi"O.C SHEATHING. ROOF GO RI mifi"O, C. GOO PITCH ROOF FRO RESIDENCE PITCH ROOF FR M RESIDENCE LINE OF PROPOSED WALLS BELOW NEW WA NEW WALL FRAM D TD EXISTING ROOF R ROOF RAFTERS U ° FWG 6068 24'32 2 22 2846 FWG 6068 2846 C w 0 I 15' 4" r, 5'-8" 61-6" Q_5 (2) 9 1/4" ML HDR N N 0 z T-17 N Z Sk==== ___°.RE DO 0 Z EXISTING 11 6 L] z r F ~ Boa LINE OF a LINE OF EXIS NG WALLS A T HOW ER b 0 NEW 17'-3" TO BE F rerc TO BE REMO D (TYP) 6 ( F. 1_o~ ~u a'p p ° N w®O ~o ry66 FANCTO Ala II M B A T H RW®D0 X Li p ° ELOLATE 125 CFM EXHAUST `r ® 0 0 I A T T -4" FAN TO EXTERIOR K, SHOWER 2p g•_i" r 1D 8 ry0 6B 8'-0" ELING HT. I I 2 OF 0 smaae ^ 251CFM EXHAUST o 6 GEHOTOR O / Y 4N 0 EXTERIOR LINEN N E W o p ~ ~ r Mvl M A S T I R r 4, a 1N E 1 ssa B ED R 0 0 M W w E E X I T I N G 7Q 9'-0" CELING HT. m p L 8 E B E D R 0 0 M O smOXe s rya' _12" ML RIDGF - E -DETMTOR `D ass LINE OF EXISTING WALLS 60 ° EXISTING RIDGE Q-SVOK OR N C ^uo GRxm. in o[TCaR O MW m A. I i I m N ~ 4 4 A OP- a _s}° W W Al m .0< uQ / I \ o ON, F'o¢ 3- 4" 13RIP GO 21 O W®O EX IBS TI NG °°i _ _ _ GO - - BEDROOM Z.~ ° CV rt I \9<< 2 ILL m W.I. xf m 4{ CL ET n660 _ she CLOS T,! .OS T;~ OPEN M SMOKE m , 3'_10 . N CEIE CiOP ' 3'-10 P{o Z W W O` 5 8 O ® X10" RR i Nye ° - 2"%10" RR 2"%10" RR - / m 2"X10" RR o - JJ - JJ r - - - - s - - 3046 3046 3040 3046 o - _0I - - EGRESS - EGRESS EGRESS EGRESS L BELOWF E) L LINE OF EXISTING WALL BELOW rv 304 3046 3040 LINE OF EXISTING WALL .DE EGRESS EGRESS BELOW 3'-10" -10" 4•_241• 10, _0,. 1~._9.. 4 ~._B,~ 4'-21" 17•-7" Charles M. Thomas PROPOSED SECOND FLOOR ADDITION 441 SF a r c h i t e c t PO BOX 811 JAMESPORT, NY 11947 (631) 727-7993 PROJECT SECOND FLOOR PLAN GEIGER RESIDENCE / SCALE: 1/4" = 1'-0" 2350 BEEBE DR. CUTCHOGUE, NEW YORK SECOND FL. PLAN DATE: 05/25/12 PROJECT N. DRAWING EY. C M T CIHK BY. TWO No. 0-004 00 a OF qLL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE ESCLD SIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED [Y WERE PREPARED REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTVISUAL CONTACT WITH THEM SHALL CONSTITUTE PRI PS ' T 00 ARCHITECT REVISIONS DESCRIP T ION PROPOSED BRICK e'-0" PLATE HEIGHT CHIMNEY EIGHT 8'-0" PLATE HEI 81-0" PLATE HEIGHT T.O. WINDOW )WS TO WINDOW! _TO WINOO WS 36" HI RAIL PER CODE REMOVE EXISTING ROOF RAFTERS OVER GARAGE o. SECOND FLOOR- LOOR _ _ 9 T.O. SECOND FL T.O. SECOND FLOo 3'-0" PLATE HEIGHT (EIGHT d' S'-0" PLATE HEI S'-0" PLATE HEIGHT T. . WINDOWS- )WE T.O. WINDOW. -T.O. WINOO 5 i b b i 2852 2852 2852 REMOVE EXISTING VINYL SIDING "p EGRESS EGRESS NEW CEDAR PERFECTION SHINGLES 0 T.D. FIRST FLOOR _OOR TO FIRST F OI T,O FIRST F OOR - - - - - - - - - - U ° z W O A z w RIGHT SIDE ELEVATION p o SCALE: 1/4" = 1'-0" ~ N o Q w~ v Vl > O L• O m w w W o R EXISTING ROOF STRUCTURE r n EXISTING NEW Asrn AL ROOT on nuLLo V I Cv CHIMNEY TO' EXISTING ROOF STRUCTURE REMAI TO REMAIN - - - - - - - - - - - - 8'-D" PLATE HEIGHT D" PLATE HEIGHT •-y -10. wlNOOw_ _ 0. WINDOWS_ All 2446 _ _ T D SECONO FLOOR _ _ SEC2NO FLOOR 8'-0" PLATE HEIGHT 0" PL PLATEATE EIGHT HEIGHT Charles M. Thomas 8'-0" PLATE HEI 8'-0" PLATE HEIGHT TO WINDOWS _ 0 WINDOWS_ a r c h i t e c t REMOVE EXISTING VINYL SIDING NEW CEDAR PERFECTION SHINGLES PO BOX 877 JAMESPORL NY 11947 (631) 727-7993 t PROJECT m M1 f GEIGER RESIDENCE 2350 BEEBE DR. 0. FIRST FLOOR CUTCHOGUE, NEW YORK T 0. FIRST FL T0. FIRST FLOOR TO, FIRST FLOOR_ - - - - - - - - - - - - - - - - - SIDE ELEVATIONS L'J L E F T S I D E E L E V A T 1 0 N SCALE: 1/4" = i'-0" DATE: 05/25/12 PROJECT No DRAWING BY. C.M.T. CHK BY. DWG N4 x-005 00 5 OF PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. ?TLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FAC STITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SEANCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBNCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, ~P LL T oZ f o TYPICAL ROOF CC _ ROOF CONSTRUCTION ASPH ASPHALT SHINGLE ROOFING FELT ON 1/2' COX PLYWOOD SHEATHING, EXISTING RIDGE BEAM OVER 15/ ROOF FELT ON 1/2' CDX 2'X10" ROOT 2'X10" ROOF RAFTERS 0 16" O.C. 44K '(P ARCHITECT NEW ROOF REVISIONS D E S C R I P T 1 0 N EXISTING ATTIC 8'-0" PLATE HEIGHT 8'_0" PLATE HEIGHT 'LATE HEIGHT kAAAAAAAAAAA T.O. WINDOWS TYPICAL ROOF CONSTRUCTION TO WINDOWS_ WINDOWS ASPHALT SHINGLE ROOFING N E W OVER 15j ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. TO A T 2"XIO' OF RAFTERS 0 16' O.C. i TOBEDROOM 11 O 10 O TYPICAL CEILING CONSTRUCTION N TODEDROOM 1 02+- 2" X 10" CEILING JOISTS 016' O.C. - - - F PARALA W/ R-313 BATT, INSULATION " .0. SECOND FLOOR- UPSET D.O. SECOND FL00 ECO_NO FL00 V-10" PLATE HEIGHT 'LATE HEIGHT 5'-0" PLATE HEIGHT 0 16 OC. T. . WINDOWS WINDOws TYPICAL WALL CONSTRUCTt6NL'o_WI N oOwS_ REMOVE AND REPLACE CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X SOLACE PLYWOOD SHEATHING ON 2"X4" WO. STUDS 0 16" D.C. X EXISTING COLUMNS WITH 10" PERMA CAST 'TS WITH OPEN TO REMOVE EXISTING OPEN TO R-15 INSULATION WINGROOM WALL LIVINGROOM I a TYPICAL FLOOR CONSTRUCTION EXISTING ENTRY PORCH PORCH 9 1/2' (230) TA FLOOR JOISTS a WO.C. NEW 1 1/2" THICK BLUESTONE ICK BLUESTONE W1314' PLYWOOD SUBFLDDR W/MIN. R-19 BATT. INSULATION I BLUE STONE TO FIRST F OOR IRST F OR T.O. FIRST FLOOR EXISTING .-¢y ® 16" OC. - - - - - 1-111-111-111-11 - - -1- =1TI=III=III=III=III-III-III-III-III-III=III=1 III-III-III- ~R1 dL _ _I-III-I-III-III Elf I-III=III=1 =11Ir I~-_ - I I- I_-I I1=111=III=III=III=III=111=I I I=I I I=111=11I` = I-III-III-I-I CD = 1-I-III N E W -I I,I R-III-III-III-III-III-III-III-III-III-III-I III 111-I-III-III =1 I-I I I-I I I-I I I-I VIII-III-I PI~1~i--I 1=1 1=1 1=1 I1=1 1=I=I=1 I-III-III-III-III-I I1==1I1= EXISTING C E L L A R I1=T=-I - I- k- ° I'- I1=1 I1=1I-7=1I1=1I-I _I-7f I I-II1I111 I I-IIII I I I~-~Il 1-TI =1 CELLAR -F - - 4~ 1-III-III-III 1- -~L J- -L Z ^1 w _II Ill =1 - -~~T u -u - u- lL M'- - -~i -emu- -u -L=LI=L=LI-W-W-w- _ - -I III=III-1111-III-III-III-III-III=III=III=III=IL=1=IL=III- -III-III= iI ii i~u ~~l O W z - =111=111=1L=1J1=1_=III- _ - - _ = I _I I1=111 it LIQUID ME ATERPROOFING COVE V ~ OVER FOOTING (TYP) p N o 4" POURED CONCRETE SLAB 4 MILL VAPOR BA BIER Q EXISTING ADDITION p ~ v > CROSS SECTI0IN 1 O L c~ SCALE, 1/4" = 1'-O" o In O w Of 0) m w w W o M ~ V I N 4' VENT 4" VENT rTHRU ROOF THRU ROOF (TYPO r(TYP.) J~II ~(L _ --II - -l /2'u m 2„v b 1-1/2•v2'vl_1/?vvZV -1/2^v I1/z^u~ j 'qrl-1/2"V EAV I I W,C, i lAV 1 i I W,C i i I WC i EAV i EAV SH WER ' a SH WER m SHOWER' I SECOND FLOOR 11/2' 3' 7 11/2" 2" 1.112' Charles M. Thomas II a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT KITCHEN SINK CONNECT TO APPROVED GEIGER RESIDENCE F.A.I. & SANITARY SYSTEM I 2350 BEEBE DR. CUTCHOGUE, NEW YORK FIRST FLIOOR 1 1/2 1 ~ Co S E C T 1 0 N S PLUMBING RISER DIAGRAM DAM 10/20/11 PROJECT Na. SCALE: N.T.S DRAWING BY. C.m. CHK BY. BAD N.. ?A-006-00 A OF 2EPARED. REUSE REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE TUTS PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, RI JITION The design of this structure Is based upon prescriptive approach using the (TABLE 3.2 8 WFCM 2001 HIGH WIND EDITION) I ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American BPS (TABLE 3 1 WFCM HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR N 0 T E S; NAILING SCHEDULE NN C S RESISTING LATERAL & SHEAR D: EAR DS Forest and Paper Association. Non- Structural laments ore based upon the New G E N E R A L N 0 T E S: 'HOR BOLT SPACING York State 'RESIDENTIAL CODE January 2010. (INCHES) 1, All works shall be performed Ir o Z ANCHOR BOLT CONNECTION FOUNDATION MAX. ANCHOR BOLT BPACINI RESISTING SUPPORTING MOTS 1,2,3,4 2,3,4 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and buildir be performed In accordance. with all elate, v ruing and building codes and ordinances N p V- JOINT DESCRIPTION NUMBER Of NAILS NAIL SPACING 1/2" ANCHOR BOLTS 2" ANCHOR BOLTS 30 sheet no. 1 having jurisdiction and best atone end bast standards of construction 0 LATERAL ANO SHEAR LOADS 1 - 3 STORIES 6/8" ANCHOR BOLTS S" ANCHOR BOLTS 45 All non engineered lumber to be Douglas FIr#2 or better practice. Wind Llmltotlons-Sectlon R301,2.1 The American Institute of Archlte Itute of Architects Conditions shall apply ned on this project. RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1, PRESCRIPTIVE UMITS ARE BASED ON A SUMPTIONS IN TABLE 3.2 4-6d PER JOIST 2LESSER . ANCHO RABOLTS E USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE M, EAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Sectlon R301,21.1, (See Table R301,2.1.2. for Wlnd-Born Debris to all work performed on this pre Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all shall verify all conditions at the site. Any t be brought to the attention of the Architect CEILING JOIST TO TOP PLATE TOE-NAILED 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3,4.4.2. FOR Dead Load-Sectlon R301,4 Se R 301,2,2.2.1 discrepancies must be brought to SHALL BE MULTIPUED BY THE APROPBIATE SHEATHING TYPE ADJUSTMENT FACTOR Live Load-Sectlon R301.5 prior to commencement of coned ement of construction, The Contractor shall be , CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPL IN TABLE 3170, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTI D 6 FEET ON CENTER. Light and Ventilation-Section R303 responsible for corrections not re i A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL except for hidden job conditions, rrectlons not reported once he has started work job conditions. z CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 4, FOR THREE SECOND DUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VAI CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Gelling Minimum Height-Room AreaSectlon - R305 Sectlon R304 3, Contractor shall guarantee to II guarantee to the Owner that all materials and o COLLAR TIE TO RAFTER FACE-NAILED 6-Sd PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) TIN) Sanitation-Section R306 equipment incorporated In the we rated In the work will be new, and that all work - MENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free fror Glazing-Section R308 of one year form the date of th, luallty, free from faults and defects for a period the date of the final Certificate of Occupancy. BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOf MAXIMUM NAIL SPACING Garages and Carports- Section R309 4. The Architect shall not be res ihall not be responsible for the construction means, o_ TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL L SHEATHING MAXIMUM NAIL S SIDING FOR COMMON FOR ad COMMON NAILS Emergency Escape and Rescue Opening-Sectlon R310 method, techniques, sequences oI is, sequences or procedures, or for the safety - rogroms in connection with the work, and he o' WALL FRAMING INCHES O.C.) fSFF MOM 31 (1 /2" ANCHOR RI Exit-Section R311 precautions and programs in cons (1 /2" ANCHOR BOLTSI Landing-Section R311.5.4 shall not be responsible for the I rnsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-I6d (SEE NOTE 1) PER FOOT 4' PERIMETER 16 E 6 (IF NmE% 3`1 Romps-Section R311.6 the work In accordance with the dance with the construction documents. The N t be responsible for the acts or omiasion by 4-16d JOINTS - EACH SIDE EDGE ZONE F 6 (SEE NO Stalrway-Section R311.5 Architect shall not be responsible 6 (SEE NOTE 31 6 Handrail-Sectlon R311.5,6 the contractor No changes shall changes shall be made in the documents TOP PLATE AT INTERSECTION FACE-NAILED 2-16d 24' D.G. INTERIOR ZONE 16 E 6 Guards-Section R312 and/or the building as designed ig as designed without the expressed written STUD TO STUD FACE-NAILED F 12 (SEE N( 12 SEE NOTES 2) Smoke Alarms-Section R313 consent of the Architect. NOTE 4 Foam plastic-Section R314 5, The contractor and all subcon chitect. and all subcontractors shall maintain continuous HEADER TO HEADER FACE-NAILED 16d 16' O.C. ALONG EDGES GABLE ENDWALL RAKE AND RAKE TRUSS E 4 (SEE N F Flame Spread and Smoke-Section R315 Insurance coverage statutory poll- 4 (SEE NOTE 4) Insulatlon-Sectlon R316 Compensation, etc.) and general a statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2%4 STUD E- NAIL SPACING AT PANEL EDGE (IN) and general liability In an mount not 3-t6d PER 2X6 STUD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD TIN) Dwelling Unit Separation-Section R317 less than t 5 million and outoml IE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 coverage not less than S 2 mIIII( lion and automobile liability and damage o 4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE 0 THE ROOF, INCLUDING SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS ENT REQUIREMENTS SHALL BE USED. Protection A ainst Decay-Section R319 ] RAFTER//TRUSS FRAMING g named Insured 00 any and all pc than S 2 million. The Architect shall be in any and all policies. w FACE-NAILED 2-i6d (SEE NOTE 1,2) PER FOOT 2. TABULATED 12' O.C. NAIL SPACING ASSUMES SHEATHINGq ATTACHED TO RAFTER TRUSS FI MEMBERS MTH 0)0.49. FOR FRAMING MEMBERS NTH 0.42W<0,49 THE NAILING S ACINGS SI TAILING BpACINGS SHALL BE REDUCED Protection Against Termites-Section R320 6. Provide 0.025" of a mental at Site Address-Sectlon R321 insulation at oil perimeter sills, of a meatal shield, other than aluminium, over fibrous FLOOR FRAMING TO 6 INCHES 0. C. 3. TABULATED 6'~pO.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FR RAFTER/TRUSS FRAMING ACCesslblllly-Section R322 7, All wood In contact with Ooncl erimeter sills, itact with concrete or masonry to be Wolmonlzed (AILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 or pressure creosoted, ated, JOIST TO SILL. TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST MEMBERS MYTH G>0.4% FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS 51 TO 4 INCHES 0, C. 4. TABULATED 4' O,C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FR RAFTERMUSS FRAMING Flood Resistant Construction- Section R324 B. A single station smoke detect i smoke detector alarm device shall be Installed on all floors and shall be all Interconnected per code. BRIDGING TO JOIST TOE-NAILED 2-Bd A N MEMBERS WITH G>G49. FCR FRAMING MEMBERS WITH 0.42<G<O.49 THE NAILING SPACINGS S (AILING SPACINGS SHALL BE REDUCED Foundation-Chapter 4 In each bedroom, on all floors at ilthout operable windows to be mechanically ventilated 3-16d EACH BLOCK TO 3 INCHES O. C. BLOCKING TO SILL OR TOP PLATE TOE-NAILED Design based upon presumptive load bearing values of sandy gravel and or gravel 9. All bathroom without operable at 3000 ounds 10as per New York State Code, State Code, er , fION square foot, Contractor to consult Arclteat If different soil materials are designed . Heating air-to be temperature designed of to 0 p tl P ~ designed to provide 70 degrees F. with outdoor rerature of 0 degrees F, and 15 MPH wind. O LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST TABLE 3.10 WFCM 2001 HIGH WIND EDITION l 3-8d PER JOIST mm. ea 100 '1" '2111130 140 1- 2 130 11 140 150 found upon excavation, 11. All electrical work to be In a cork to be In accordance to the rules and Illinois 3,F,U. and a N.Y.B.F.U. certificate is JOIST ON LEDGER TO BEAM TOE-NAILED F E F E F E F or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N o the Owner at the completion of the job. r BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST SHEATHING RAFTER E F E F E F E F E F E F E III F E Foundation Notes; to be presented to the Owner at illation to comply with State and Local codes O BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION MUSS C MAXIMUM NAIL SPACING FOR Bd COMMON NAI SPACIN XR Bd COMMON NAILS 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 12, Plumbing Installation to camF ES O,c.) 8" poured concrete foundatlon wall, 8'-0" high, 3000 # test and the sewage disposal system Iisposal system to meet Health Department standards. ^I ROOF SHEATHING (SEE NOTE 1) (INCHES OC) OR 10 0 BOX NAILS (INCHES O,C.) 13, Do not scale drawings, Use I2 Iz Minimum depth-Section 403.1.4, 48' minimum coverage to tap of footing 14. All work to conform to the r drawings. Use figure dimensions only. W I V inform to the rules and regulations of the New York tx s Iz s Iz s z 2 121 Z Iz z 16"x8" poured concrete wall footings, 3000,# test Energy Conversation Construction 2 z= 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"01 7/8" Power Beam) glazed and all exterior door to h an Construction Code. All glazed area to be double STRUCTURAL PANELS 8d SEE TABLE 3.10) INTERIOR S 6 12 s 12 2 ZONE 9 2 12 fi 1 2 94 1 DIAGONAL BOARD SKATING PERIMETER 12 s 12 6 Iz s 1z s s' s s s s 2 _b 1"X6" OR 1"XB" 2-8d PER SUPPORT EDGE z4 12 6 s 6 eerior door to have Insulated cores. protection as Indicated on these plena exceeds z rrr~ss s s s s s 4" poured concrete floor slab with 6xbx#'10 mesh and vapor barrier 15, The Insulation protection as I s s s Damp proofing at exterior foundation below grade-Sectlon R406 he Code Ia minimum standards. um standards. 1 Q ZONE > . 30"x30"x12" deep poured concrete column footings, 3000$ test 6. These drawings and speci8ca, s and specification are instruments of service and CONCRETE TO HAVE 5 TO 7,K AIR-ENTRAINMENT hall(~emoln the property of the s s' s' s` s' s' a' Deck and porch flootings as noted, 3000# test, 48" minimum burled depth which they made Is executed or property of the Architect whether the project for O Is executed or not. They may not be used Q 1"XIO" OR WIDER 3-8d PER SUPPORT uN: a ` w79 NeTOw ua s s s e 6 6 s s 6 6' 6' s' s` 6' 6' CEILING SHEATING a BOARD SHEATHING on any other project except by I pct except by written authorization of the Architect. U SHEATHING SIZE RAFTER Foundation wall to extend a minimum B" above flnlshed grade 17. Architect has not been retail not been retained for site supervision, on-site rtlflcations as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 1" EDGE 10" FIELD TRUSS MINIMUM NUMBER OF Sd COMMON NAILS SPACING OC) OR 10 D BOX NAILS PER SUPPORT wMMON NAILS All footing to be carried down to undisturbed soil Inspection and certifications as r SUPPORT contractor or local building dept No footing shall be set higher than a 30 degree angle from any other footing it building department. J WALL SHEATHING (SEE NOTE 1) I (INCHES H1FOn1v4wumx4 t- t9.z 2 z 2 2 2 z 2 z 2 z z z Pour no concrete on frozen ground or in freezing water. STRUCTURAL PANELS Bd SEE TABLE 3.10 l e o w uw4~ wur" I2 - 1s z 3 a a 3 3 3 a a J 3 a a a 3 3 3 3 3 3 3 3 3 Provide 3 1/2' steel lolly columns. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has; been sufficiently UPLIFT - CONTINUOUS PATH Cf NUOUS PATH CONNECTORS FIREBOARD PANELS E- NAIL SPACING AT PANEL ECDE (IN) 7/16' 6d 3" EDGE / 6' FIELD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 1. FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FI INCLUDING THE 4 FEET ON EACH braced to prevent damage by the backfill (Section R404.1,7.) REMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONi PRONG-TIE CONNECTORS :T SELECTION GUIDE AND Z 25/32" Bd 3" EDGE / s" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE 2. TABULATED 12' GO, NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING ME STUD FRAMING MEMBERS WITH Floor framing shall be nailed In accordance with Table 31 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GI GS SHALL BE REDUCED TO 6' O.C. Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGI ANUAL FOR HIGH WIND RESISTANT Q W 5d COOLERS 1" EDGE 1D' FIELD 0)0.49. FOR FRAMING MEMBERS WITH 0.424G40.49. THE NAIL SPACINGS SHALL BE REDU MITED TO BE SUBSTITUTED Fireblocking - Section R502,13, CONSTRUCTION CATALOG C-HWI CATALOG C-HW02 GYPSUM WALLBOARD / 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBS' FOR COMMON NAIL M B Floor Construction: ANCHOR BOLTS IN FOUNDATION IT" 3/4" plywood subfloor, fasten per Table 3,1 WFCM. SSTB28 WITH BEARING PLATE, IN FOUNDATION USE; z ~ HARDBOARD 6d SEE TABLE 3.11 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B "ARING PLATE, SEE FOUNDATION Simpson Strong-Tie w W _ PARTICLEBOARD PANEL 8d SEE TABLE 3.11 (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) NOTES FOR SPACING BENT REQUIREMENTS FOR WIND Floor joists: a Foundation and Floor Plans, spacing as noted. CING 0210 2X6 0 V 1 DIAGONAL BOARD SHEATING WALL SHEATHING & CLADDING ATTACHMENT REQL Fasten per r Table 31 WFCM. 2-2x6 ACQ sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE; RIM JOIST P: AT EACH RAFTER Q Q W Finish floors per agreement. LTP4 15" O.C. AT EXTERIOR PEI 1T EXTERIOR R PERIMETER 1"X6" OR 1"XB' 2-8d PER SUPPORT LOADS EXPOSURE C LING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON OUSE COMMON WALL 4-10d x 1 112 ILS AT EACH END 1"XiD' OR WIDER 3-8d PER SUPPORT SHEATHING LOCATION STUD SPACING BRACING WALL PERMITE OR PANEL SIDING FLOOR SHEATHING (INCHES (SEE NOTE 3T- PANEL SIDING FOR Bd COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH EP Wallfroming and finishing shall be nailed and or screwed in accordance with ISEF NOTE 1) NOTE 3 _(_1F2 ANCHOR BMM) WFCM, Table 3.1 table 3.39,sectlons 3.2.2.1, 3.22.2, 3.2.2.31, 3.2.1.7 GARAGE STUD GARAGE SILL PL iARAGE SILL PLATE USE; NOTE: t AT 16" O,C, STRUCTURAL PANELS 4' EDGE ZONE 16 E E 5 1x6 fascia, wrap SSP CONNECTOR AT 16" O,C, ILS AT EACH ENO ATTACH LEDGER TO FRAMING 8d 6" EDGE / 12" FIELD F 1' OR LESS 101 6" EDGE 6' FIELD INTERIM ZONE is F F 12 SEE NOTE 2 Overhangs as noted. USE (4)-8d NAILS AT EACH EN E 6 Vinyl vented soffits. F 12 Aluminum gutters and leaders. Slding; see Elevations. RIM JOIST TO STUD CONNECTIOI Tyvek housewrop. MTS 36, 16" D.C. TUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG GREATER THAN 1" 1/2" plywood shooting, see fastening schedule, Table 3.1, 31.9 WFCM, USE (4)-8d NAILS AT EACH E, ILS AT EACH END BOLTS AT 16" ON CENTER DIAGONAL BOARD SHEATING (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) TAN 2x4x Studs ® 16' o.c, with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION R CONNECTION USE; 1"xs" OR NxB' - z-Bd PER SUPPORT WALL SHEATHING & CLAIDDING ATTACHMENT REQL BENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board MSTA 36, 16" G.C. I.C. 1"X10" OR WIDER 3-Bd PER SUPPORT LOADS EXPOSURE C v*1.1rom IIIAT HS 90 1100111C) 5/8"Type X GWB In garage, (2) layers i" GINS at fire partition USE (4)-8d NAILS AT EACH Et 90 100 110 120 130 AFE 1/2" MR GWB in wet areas ILS AT EACH END Simpson Strong-Tie nesneW nos At least one window In each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION D CONNECTION USE: p 1, NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE . IF WALL SHEATING IS ATWPW+w E F E F E F E F E F E F E F E F E F of section R310. MTS 36, EACH ROOF RAFTER Note drilling and notching limitations In figure R602,6(1) for bearing walls and USE 8 16d NAILS AT EACH ENE ROOF RAFTER 0210 2X6 H- t14 NAILED 3" ON-CENTER AT THE PANEL EDGE „.„oco~ nnl Inl cn na SHEATHING STUD ..1..1 1 _ i _i - RAFTCR Tr, Rini, Tn RAPTFR I is rn QAV' wNmux6rT1nu IMF, AT EACH CEILING JOIST ~ Z TO OBTAIN HIGHER SHEAR CAPAILAHL5. NAILING KLW11111CNID FVrt OIrtuV Vrtnu rv~nu~w u, v~ LOCATION SPACING MAXIMUM NAIL SPACING IMUM NAIL SPACING FOR Sol COMMON NAILS ngure n vua.ely ar r ur w„ y .u,m. RAFTER 4-10d x 1 1/2" U ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (SEE NOTE T) (INCHES 00) OR 10 D BOX NAILS (IN 10 0 BOX NAILS (INCHES O.C.) Follow exterior comer framing detall figure R602.10.5 H7 EACH ROOF RAFTER SHALL BE USED TO MAINTAIN THE LOAD PATH. A 12 s 12 12 10 [12 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONI CONCRETE CONNECTION USE: NCH POST 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 b 12 6 12 6 12 24 fi llll~ I'll TO BE REDUCED TO 1-6d NAIL PER FOOT. ZONE 6 12 s 12 z 1z Asphalt strip shingles shall have minimum of six 6 fasteners per shingle (section PB544A FOR EACH POST 1 s z s 1 s 12 s 1z s z 1z s ~2 R905,6) z PERIMETER EDGE 6 12 b 12 6 12 ZONE 16 fi fi 12 GIRDER CONNECTION USE: 3 2 12 1 12 s z s iz s tz s 1s s s Underloyment application (Section R905.2.7.)nalling see table 3.8 DECK POST TO GIRDER CONNEC For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST i POST < w o ~ $IMP$DN H-B SIMPSON USE W/ONLY /a" ANCHOR BOLT (14°) BOARD SHEATHING OR LAP SIDING IG OR LAP SIDING percent slope), GIRDER TO DECK JOIST CONNEC S JOIST CONNECTION USE: SlrnpSOn Strang-Tie 5- BD TO STUD ONE SILL BP-3 PLATE SHEATHING SIZE RAFTER 4- BD TO PLATE PLATE IN TRUSS MINIMUM NUMBER OF d IMUM NUMBER OF 8d COMMON NAILS up to four (4) units vertical twelve (12) units horizontal (33 -percent elope MTS12 ® EACH JOIST JOIST 0210 2X6 Y' MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PI (EVERY STUD) STUD TO S (SEE NOTE 1) (INCHES OC) 10 D BOX NAILS PER SUPPORT undedaymenl DECK z z z z 2 z z z z z z z z shall be two (2) lyers applied In the following manner, Apply A 19-Inch (483)strip PORCH POST TWITH JOIST USE: DECK 31~1Fi JOIST USE: ATTACH T (SEE ANCHOR SCHEDULE, x e w 1 x A NcAmxa 2 - 24 2 2 z 2 2 2 2. BELOW) o. AT EACH DECK/PORCH JOIST 3 3 3 3 3 3 T 6 ON DWGS A-3.1 AND A-3.2) 1 x m ae wNa, sw>x.-+-'1-1-2 3 3 3 3 3 3 3 3} 3 3 3 3 3 underlayment felt layers with and starting at the eaves , fastened sufficiently to hold in place. PORCH POST TO GIRDER USE; J GIRDER USE: PS720 V, SIMPSON E= NAIL SPACING AT PANEL EGDE (IN) F= NAIL SPACING, AT INTERMEDIATE SUPPORTS IN THE PANEL R PHDS-$D53 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FE "SIN THE PANEL FIELD (IN) Starting at the save , apply 36- Inch wide (914 mm( sheets of underloyment, PORCH ROOF RAFTER TO GIRDE AFTER TO GIRDER USE: cz CORNER, THE 4 FEET EDGE ZONE ATTACHMENT overlapping H2.5A AT EACH ROOF RAFTER ROOF RAFTER 4-10d x 1 1/2' `V y' (14) SDS Y4" X 3° WOOD SCREWS REQUIREMENTS SHALL BE USED. AES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH successive sheets 19 Inches (483mm), and fstened sufficiently to hold in place. TYPICAL PORCH / DECK LEDGER U J~~ MIN EMBEDMENT 2. TABULATED 12' O.C. NAIL SPACING ASSUMES SHEATINC ATTA C>0.49. FOR FRAMING MEMBERS WITH 042<G0.49. THE NAII !<C<0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6' D.C. For roof slopes of four (4) units vertical In telve (12( units. TY D BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED (SEE FOUNDATION PLANS A-31 AND 3. FOR EXTERIOR PANEL SIDING • GALVANIZED BOX NAILS SHAD oD FOR COMMON NAIL A-3.2 FOR LOCATION) 4. TABULATED NAIL SPACINGSASSVMEA BUILDING LOCATED IN E ANG LOCATED IN EXPOSURE 6 Ice Protfctlon (Section R905.2.7.1) CONNECTIONS O • ~ra, 1; (MINIMUM DOUBLE STUD) Underlayment In High wind (Section R905.2.7.2) D 4r SIMSON STRONG - TIE Flashing (Section R905.2.8) STU Y2 BEARING PLATT SEARING PLATE 1 1/4" COIL STRAP - 16" O.C. Chimney and firespaces - Chapter 10 Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. 2X MIN. USE 4-8D NAILS ® EACH STUD, Mechanical - Chapter 12 FOR HEADER OR General Mechanical System - Chapter 13 BEAM DER OR 4 D Healtng and cooling equipment - Chapter 14 ~ Y c n , a •y D . ~r D D i •A D . Exhaust Sustem - Chapter 15 MTS30 ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie DOUBLE TOP PLATE Combustion Air - Chapter 17 AC4 D r D .'i D ~DD. ° Chimneys and Vents - Chapter 18 AT EACH POST O °••.4 TT`1c •:af,`xAy~4a •D SEE PLAN SP Plumbing - Part VII N c 6 HEADER LSTA21 Simpson Strong-Tie EDGE DISTANCE '~•4° a rD 0 U WADED ROD L FLOOR TO FLOOR KING STUDS CS20 IX" COILED y2 THREADED ROD .D FOR STU 1/2 m STRAP. MIN 12" REQUIRED FOR STU 1 L x CONNECTION JACK STUDS OVERLAP AT EACH STUD m SIMPSON STRONG - TIE 2"MINIMUM CNW NUT COUPLER - IT COUPLER I , 6 1 1/4" COIL STRAP - SIDECOVER 0 16" O.C. USE 4-8D 0 MIN EDGE v NAILS AT EACH STUD DISTANCE* JACK 0 SI L MIN OVERLAP IS 12" SIMPSON STRONG-TIE TIE RT2.5 MIN EDGE SHEET NO. MTS36 OR 1 1/4" STHDB DISTANCE' COIL STOCK FLOOR TO FLOOR Simpson Strong-Tie SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR CONNECTIONS: AE EACH POST FOOTING INSTALLATION ~2 MIN. OVERLAP IS 12 RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION OLUMN CONNECTIONS SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, 12 MIN OVERLAP PER PER WALL TO FOUNDATION CONNECTION PORCH COLUMN RIM JOIST TO STUD CONNECTION CONNECTION COMPONENT I 301.7 ~p5 CORNER STS TOP PLATE FRAMING TO ACCOMADATE TABLE R F ST STS ALLOWABLE DEFlEC110N F STRUCRURAL MEMBERS 0 PIPING - R602.7.2 STUCTURAL MEMBER ALLOWABLE Q ro DEFLECTION O °v JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 ~j o 4 ROOF TRUSS SLOPES THAN t1 W/NO TOP PLATES FINISHED CEILING \TES 0 tW~r~F[r`MM TABLE 3.1 ATTACHED TO RAFTERS SECOND STORY TOP PLATE- GYPSM BOARD INSTALLEC TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. ACCORDANCE WITH >RD INSTALLEQIN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS CE WITH PARTITIONS FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CDUNGS FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z 0 SEE DRILLING AND SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% E%T WALLS W/ PLASTER OR H/360 OF STUD DEPTH BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURP )D STRUCTURAL PANEL STUCCO FINISHE L TALLIED IN ACCORDANCE 5/8" MIN. TO EDGE EzT, WALLS-WND LOADS L/24D 5/8" MIN. TO EDGE a r ~ ALL 6" O.C NSTALLED WITH WFCM IN ACC TABLE 1 WFCM TABLE 3,1 WITH BRITTLE(b) FINISHES c y ALL PANE EL EDGES) 8d NAIL AT 12" ( T NAIL AT 12" D.C. ON ALL EXT WALLS-WIND LOADS L/240 NOTCH MUST NOT EXCEED tMING MEMBERS NOT AT NOTCH MUST NOT EXCEED wTH FLEX iBLEn FlwsnES 25% OF STUD DEPTH XCEED 5/8" MIN. TO EDGE [ JOIST ENDS TO BE FRAMING MEMBER FOR BLOCKING BLOCKED AGAINST PANEL EDGES JEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H - SPAN HEIGHT H a, The wind load shall be permitted to be taken as 0.7 times the LL NOT TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (Q) OUTCORNER DETAIL OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED D INSTALLED IN component and cladding loads for rite purpose of the determining BORED HOLES SHALL NOT F HOLE IS BETWEEN 40% AND 60% o E SAM ME OF STUD DEPTH THEN STUD MUST BE AND 3.3.1.4 BRIDGING NAIL AT 6" 0.C. ACCORDANCE WITH WFCN BEARING $dALL PANEL EDGES WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein, BE LOCATED IN THE SAME BE LOCATED IN THE SAME of For conUle a memebers, L shoo be taken as twice the lenght CROSS SECTION OF CUT OR CUT OR DOUBLE AND Nd MORE THAN TWO WALL CROSS SECTION OF CUT OR 5/ " MIN, TO EDGE c. For aluminum structural members or poneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of glass or sandwich panels, the total load deflection shall not AND SO BORED u z LAP JOIST 3 IN. MIN. CUT INTO STUD - exceed L/60. For sandwich panels used In roofs or walls of 0 BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTURAL STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall OR BLOCKING INSTALLED IN ACCO LLED IN ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 WFC WFCM 2001 SBC HIGH WIND EDITION 16d NAIL AT 24" O.C. WITH WFCM TABLE WFCM TABLE 3.1 TABLE R 301.2.22.1 SILL PLATE JOIST A SECTION 3.4.3.1.1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF S SECTION 3.4.2.1.1 FIGURE 3.3 A < 8d NAIL AT 6" O.C CRAWL SPACE SUBFLOOR FRAMING MEMB, RS AIL AT 6" O.C. ON ALL COVERING DEAD LOAD ING MEMB, RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS Roof/cEIBNG Roof/cEILINC NOTCHIP NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT EDGES AND 12 0.( FOUNDATION MONOLITHIC SLAB-ON-GRADE FRAMING MEMBERS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES ING MEMB12 ERSCNOT ATLL DEAD FOR EXTf FOR INTERIOR NONBEARING WALLS WALL SUPPORTING I5S psf or ar Esfao ess 255 DEAD psf Esf LOAD -OR EXTERIOR WALLS AND BEARING WALLS L EDGES l NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 12 PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING ING FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS O BEARING WALL \ ROOF PLUS ONE STORY LO 1.1 LATERAL BRACE AT 6' O.C. III NON-BEARING WALLS R602.15 q p, (21 FL- _J OR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) a. LINEAR INTERPOLATION SHALL BE PERMITTED ~o W W TYPICAL WALL. FLOOR & ROOF FRAMING JOISTS 2-10d NAILS (n t' N WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE ROOF FRAMING DOUBLE TOP PLATE §100C TRUSS OR CEILING JOIST W FOR WOOD STRUCTURAL PANELS Z T Q FASTENER SPACING 5 SEE STUD TO RAFTER GABLE END TRUSS y C PLE TUO PICAL OR STUD TO STUD DETAIL ENDWALL HFAnFR TONNECTORS FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A < W O U PANEL SPAN ig PANEL SPAN G PANEL SPAN ` \ PANEL SPAN EN[ TYPE 2 FEET 4 FEET 6 6 FEET F S FEET T~ ALLOWS clNC ~ A A RQUIRED IIIV~II wows 1D-8d 0 / „ HOLDDOWN NAILS J WOOD SCREWS 16 16" 12" INSTALLATION HEADER STUDS ULL LENGTH 5d COOLER NEAA WA STUDS T 10" O.C. Q 212" 8 16" 16" 16" 12" DOUBLE STUD~Mw NOTE: 2"x4" BLOCK NAILED TO EACH _ WO D S REWS AT HA OW E o CORNER STUD ° CONNECTED N BLOC BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS AT EACH END OFIHEADER AND GYPSUM BOARD ,NAOS ACH I- a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. `PHO50WH ° o reANS ER BHEAR N UPL AT BOTTOM OF HEADER STUDS IN TE: SIMILAR CO ECT R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7' O.C. - o W T 7" O.C. z 0 b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° ° NOTE: SIMILAR WALL AND AT 20 GAUGE STRAP W _ c. NAILS SHALL BE 10d COMMON OR 12tl BOX NAILS. ° ° CONNECTION Ar o FOUNDATION, NNECTION, AT 1A I R t11R BOTTOM TODFSCRI PLES TOP AND d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-I6d COMMON 10-8d NAILS Q W ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE S DE WALL 0 ° NAILS AT V O.C. F FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT WITHDRAWAL CAPACITY OF 490 POUNDS. END WALL e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 IT) SJBROOR (WFCM FIGURE 3.7b) CONNECTIONS FOR OPENINGS 81 NAIL AT 4" Q.C. ENDWALL STUDS EXTERIOR WALL STRAPPING SCHEDULE FACE OF FOOTING CEIL CEILING BRACING GABLE ENDWALL AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES NAILS [MAX. BAND JOIST w o' a (WFCM FIGURE 3,7a) RIDGE SIMPSON CS-20-40 INCHES MIN. 6-Bd PER RAFTER 602 LB RAPIER i0 AAFIER ° BASED ON RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER 3-8d TO STUD CONNECTION SHEAR WALL REQUIREMENTS 0 0 2-8d TO PLATES FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD CONNECTION TOP PLATE PROVIDE RAFTER TO RIDGE TENSION STRAP STUD TO SILL PLATE SIMPSON H-B 5-6d TO STUD 745 LB EVERY STUD ° RIDGE HANGERS IF o 4-Bd TO PLATE 0 f`H21 'BUT NEE VOT a o " NIA PHRAGM CENTER 2x BLOCKING RI RAFTER TAILS ARE NOT USE 8-8d COMMON NAILS EACH END OF 1-1 /4 r o # NOTES: o ° EX/CI BD 15 FTD AX. Ek BUT NEED NOT REQUIRED ON SHEATHING JOINT R) ECEED 40 FT, MA 105/3G2gBWOOD STRUCTURRNALWPALLNIE PI LOW BANSED ON SAIE AND REQUIREMENTS 'ALLNENS STRAPPED TO TOP 20 GAUGE STRAP ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° o CONSTRUCTION, SSTD 10-99) TABLE 305 Ft FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT oGABL`E END WALLS AND HOLDOOWN ° -CORNER STUD nnm c gnu _ o UIREMENTS PLATE OF WA BELOW~ zQ TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER SIRUCIUKAL wuuU eANLL °n°A n vu - ~PHDS) ° n NAIL PENETRATION INTO FRAMING IS ACHIEVED. o ° o TRANSFER SHEAR RAMING " INSTALL THROUGH FIRST FLOOR SHOE. o o FLOOR TO FLO( J FLOOFPUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING =TROD RAFTER a w DOUBLE11R, CONNECTION STUD AT HPADWAR[ ON PREFERRED METHOD 4 HOLD DOWN DWN ALLNAFRAMING 'M MBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 JGS: GYPSUM BOARD 20 GA. STRAP- WINDOW AND DOOR OPENINGS: RI RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE IGURE w 16d NAIL AT 14'' WIDE MIN. 3.7o & 4.7b) 4,7b) PHD5 24° O.C. R RIDGE TENSION STRAP DETAIL W/(8) 8d NAILS TABLE R301.5 NOTES EACH SIDE FOR Sk 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. E U SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6° A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T A B L E O.C.' (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN EDGES SECITRON RBD2.4.1 FOR CONVENTIONAL CEILING JOISTS AND BL. E R301.5 SECTION R802.103 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO , I A MII n ^ n NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION I~/ J U FORVILv CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 ORMLY DISTRIBUTED LOADS (PSI) WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE TRUSS, FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT USE (A~ OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD LIVE LOAD REQUIREMENTS. GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 5d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND / w SIMPSON STRONG TIE HDU 6° O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 t ° 5 impson Strong-Tie ®I SIZE PER MOST RECENT ATO~ALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES, d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT 2 o EDGES) ANY POINT ALONG THE TOP DECKS 40 ~ U A35- Chimney Framing ®1 ~ TABLE R301.2.2.2.1 e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR L WOOD STRUCTURAL WALLS' PASSENGER VEHICLE GARAGES 2AGES 50 n•! 3 ROOF RAFTER RIDGE DETAIL ®I~ DEAD LOADS PANEL INSTALLED IN f. GUARD IN -FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED 10 L ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT THIS LOAD NEED (TABLE 3.1, WCFM 2001 24° O,C, NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 3 SCALE; N.T.S. ROOF CEILING ROOF CE DEAD LOAD DEAD LC 413 ROOF CEILING ¢ DEAD LOAD HIGH WIND EDITION) LOAD REQUIREMENT. EPING ROOMS 40 v 0 9, APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROO z FOR STORAGE PER FOOTNOTE b. SEE SECTION R302.4.2 FOR WALL SUPPORTING 15 ESE OR LESS 25 ESE LESS 25 ESE OR LESS 8d NAIL AT 6" O.C. 0 CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS ROOF ONLY 1.0 1.2 1.2 AT PANEL EDGES AND INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 30 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 1.1 ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 ROOF PLUS ONE STORY 1.0 1.1 e. FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067m T) HIGH OR GREATER SHEET NO. AT PANEL EDGE BY 2 FEET (610 TT) WIDE OR GREATER, LOCATED WTHIN THE GUARDRAILS AND HANDRAILS PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE !AILS 200 TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS Simpson Strong-Tie MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS HDU ET: I AREA ACC BY A - DOWN WAY FRAMING M EXTERIOR CORNER ORTFRAMEDICOPENINGSIN ACCORDL NCE WITHUsECTION 0075TAAINDD D-l 2 CORNER BRACING DETAIL 2 THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2112. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED 3 SCALE; N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS, I