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Home My WebLink About29474-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30774 Date: 02/17/05 THIS CERTIFIES that the building ALTERATION & ADDITIONS Location of Property: 2300 GRATHWOHL RD NEW SUFFOLK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 2 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 14, 2003 pursuant to which Building Permit No. 29474-Z dated JUNE 9, 2003 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 ADDITIONS & RECONSTRUCTION OF EXISTING ONE FAMILY DWELLING, INCLUDING COVERED PORCH, SCREENED PORCH, COVERED ENTRY AND SECOND FLOOR COVERED DECK AS APPLIED FOR. The certificate is issued to FRANK T & LOIS A KLOS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0037 10/19/04 ELECTRICAL CERTIFICATE NO. 77549C 10/15/03 PLUMBERS CERTIFICATION DATED 09/07/04 WALTER H BERRY s r Authorized Sig ature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. 'T'SMPORARY CERTIFICATE OF OCCUPANCY No: Z-30755 Date:, 02/11/05 THIS CERTIFIES that the building ALTERATION & ADDITIONS Location of Property: 2300 GRATHWOHL RD NEW SUFFOLK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 2 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 14, 2003 pursuant to which Building Permit No. 29474-Z dated JUNE 9, 2003 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 ADDITIONS & RECONSTRUCTION OF EXISTING ONE FAMILY DWELLING, INCLUDING COVERED PORCH, SCREENED PORCH, COVERED ENTRY AND SECOND FLOOR COVERED DECK AS APPLIED FOR. THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES ON 4/10/05.* The certificate is issued to FRANK T & LOIS A KLOS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0037 10/19/04 ELECTRICAL CERTIFICATE NO. 77549C 10/15/03 PLUMBERS CERTIFICATION DATED 09/07/04 WALTER H BERRY *Waiting for final approval from FEMA . uthorize Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 0-r)-05- New Construction: \4 Old or Pre-existing Building: (check one) Location of Property: a-JD o Grcclrn WOI1 / N S t l House No. Street Hamlet Owner or Owners of Property: k O 5 , �✓q Suffolk County Tax Map No 1000, Section ( I Block Lot Subdivision Filed Map. Lot: Permit No. L] `1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ Co ,� ( -7-7 -3-7 Applicant Signature Form No.6 7 2M 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 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 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$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. / T New Construction: r/ Old or Pre-existing Building: (check one) Location of Property: R 3O 0 Y,4`f ,W el Ix L House No. Street Hamlet Owner or Owners of Property: bcy, L 1 C9 S Suffolk County Tax Map No 1000, Section / `7 Block Lot Subdivision Filed Map. Lot: Permit No. gq y7 -Date of Permit. G3 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate C� Final Certificate: (check one) Fee Submitted: $ 15-, 00 Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29474 Z Date JUNE 9, 2003 Permission is hereby granted to: PHYLLIS ROSS (KLOS) 2300 GRATHWOHL RD NEW SUFFOLK,NY 11956 for ALTERATION & RECONSTRUCTION OF AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR FLOOD PMT INCLUDED at premises located at 2300 GRATHWOHL RD NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0002 Lot No. 012 pursuant to application dated MAY 14, 2003 and approved by the Building Inspector to expire on DECEMBER 9, 2004 . Fee $ 707 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application Number 10/15/03 375 Dunton Avenue 77549C East Patchogue, New York 11772 (631)286-6642 Issued To: Frank & Klos Street: 2300 Grathwohl Road Village: New Suffolk Zip: 11956 Town: Southold Section: Block: Lot: Contractor: Lademann Electric Inc. Lic. # 4141-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor X❑ Indoor ❑ Basement ❑ Hot Tub X❑ Residential 0 Det.Garage ❑ Attic X❑ 2nd FloorX❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 8 6 10 4 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 ❑X / Bldg. Permit: Other Equipment r Hugo S. Surdi President Rough Inspection: 08/26/2003 Inspector: Ed Scavelli Final Inspection: 10/14/2003 Inspector: Sean P.Hightower This certificate must not be altered in any manner. Inspectors may be identified by their credentials. �°soFFo�,�oo C* po Gym G z Town Hall,53095 Main Road Q Fax(631)765-9502 P.O. Box 1179 A aTelephone(631)765-1802 Southold,New York 11971-0959 1 J BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: $E,vrt -7 - o L/ Building Permit No. Owner: ( ' 0 S (please pnnt) Plumber: A (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signa e) Sworn to before me this 7 day of S2YrT 200� Notary Public, County VICKI L.LOPER Notary Public,State of New York No.011.06070081 Comr"QUANWEz�res Suffolk�Coun V� New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 - FAX: (631)444-0360 Website: www.dec.statemy.us Erin M.Crotty Commissioner LETTER OF NON JURISDICTION-TIDAL WETLANDS Frank T. Klos March 20, 2003 1025 Stillwater Avenue Cutchogue, NY 11935 Re: Application #14738-03160/00001 Property,,2300 Grathwohl Road, New Suffolk, NY _ g.0 mN #'x'000=117-2-12 Dear Mr. Klos: Based on the information you have submitted, this Department has determined that: The property that is landward of the pre-existing (prior to 8/20/77) paved road, as shown on aerial tidal wetland map #69-1950 dated April 6, 1976, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. 'Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20'guide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be.further advised that this letter does not relieve: you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Mark C. Carrara Permit Administrator cc: Permits and Drafting Unlimited BMHP File g11ff0�� Albert J.Krupski, President C Town Hall James King,Vice-President 53095 Route 25 Artie Foster . P.O.Box 1179 Ken Poliwoda Southold,New Y)rk 11971-0959 Peggy A.Dickerson �.fi� �� Telephone(6,.1) 765-1892 Fax(631) '765-1366 BOARD OF TOWN TRU13TEES TOWN OF SOUTHOL:D April 3, 2003 Nlr. Frank Klos Ted's Auto Body Main Road P.O. Box 15 Peconic, NY 11958 RE: 2300 Grathwohl Rd., New Suffolk SCTM#117-2-12 Dear Mr. Klos: The Southold Town Board of Trustees reviewed the :site plan dated October 2002 and survey last revised January 24, 2003 and determined the proposed house renovation, garage, fireplace, porch, second story addition to the dwelling, and new sanitary system, to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, oorstruetion, sedimentation, or disturbance of any kind may take.place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction 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, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal E-rosion Hazard Area would require permits from this office. , 2 This determination is not a determination from any other agency- If you ha'M s,,y further questions, please do not hesitate to call. Sincerely, Alberti. Krupski, Jr. President, Board of Trustees AJK.Ims : r 'It-� - 2 -12 fN, 29q-),-) LJA Leonard Jackson Associates Consulting Engineers 26 FIREMENS MEMORIAL DRIVE • POMONA,NEW YORK 10970 • (845)354-4382 FAX(845)354-4401 August 8, 2003 2003 Town of Southold Building Department PO Box 1179 Southold, New York 11971 Attn: Michael Verity Re: Klos Residence 2300 Grathwohl Road, New Suffolk, NY Application for a Letter of Map Amendment Dear Mr. Verity: Attached is a copy of the application for a Letter of Map Amendment for the Klos residence at 2300 Grothwohl Road. The existing and renovated versions of house are both outside the 100-year flood plain since the lowest adjacent grade surrounding the foundation is above the 100- year flood plain elevation. Fill is needed to bring the proposed grade around the footings for the new porch to above the 100-year flood elevation. This is described in more detail in the cover letter of the attached application. Attached is a Community Acknowledgment Form for your review and signature, which is required by FEMA for a case involving fill (which is being used to elevate the finished grade around the porch footings). Please note that only section A requires your signature, as the construction is not in the regulatory floodway. Please return the completed form in the enclosed self addressed stamped envelope. If you have any questions, please call me at (845) 354-4382 x 120. Thank you for your attention to this matter. Very truly yours, , 1�gm- LEONARD JACKSON ASSOCIATES Kenneth DeGennaro, P.E. P:\Word-Files\2003\03000.5\2003-08-08 town.doc KLOS RESIDENCE-HOUSE Grathwohl Road New Suffolk,NY Date: 5/9/20031 ADDITIONAL SPEC-- --IFIC-- -ATIONS--- - --- ..--- -�--- - - --- ------ --- -- In addition to the requirements stipulated in the Drawings,all work and materials furnished shall,at a minimum, specifically comply with the ANSI/AFP&A WOOD FRAME CONSTRUCTION MANUAL(2001),CHAPTER 3, PRESCRIPTIVE DESIGN and the followingschedule;--__ chedule_- - -. NAIL SCHEDULE NUMBER OF JOINT DESCRIPTION INSTALLATION METHOD COMMON NAILS NAIL SPACING 1 ROOF FRAMING 1.01 Rafter to Top Plate Toe-nailed 3-8d per rafter 1.02 Ceilin Joist to Top Plate Toe-nailed 3-8d per joist 1.03 Ceiling Joist to Parallel Rafter(12:12 pitch) Face-Nailed 4-16d each lap 1.04 Ceiling Joist to Parallel Rafter(4.5:12 pitch) Face-Nailed 5-16d each lap 1.05 Ceiling Joist Laps over Partitions(12:12 pitch) Face-Nailed 4-16d each lap 1.06 Ceiling Joist Laps over Partitions(4.5:12 pitch) Face-Nailed 5-16d each la 1.07 Collar Tie to Rafter(12:12 pitch) Face-Nailed 3-8d each end 1.08 Collar Tie to Rafter(4.5:12 pitch) Face-Nailed 4-8d each end 1.09 Blocking to Rafter Toe-nailed 2-8d each end 1.10 Rim Board to Rafter End-nailed 2-16d each end 2 WALL FRAMING 2.01 Top Plate to Top Plate Face-nailed 2-16d per foot 2.02 Top Plates at Intersections Face-nailed 4-16d joints-each side 2.03 Stud to Stud Face-nailed 2-16d 24"o.c. 2.04 Header to Header Face-nailed 16d 16"o.c.along edges 2.05 Top or Bottom Plate to Stud End-nailed 2-16d per stud 2.06 Bottom Plate to Floor Joist, Face-nailed 2-16d per foot Bandjoist,Endjoist or Blocking 3 FLOOR FRAMING 3.01 Joist to Sill,Top Plate or Girder Toe-nailed 4-8d per joist 3.02 Bridging to Joist Toe-nailed 2-8d each end 3.03 Blocking to Joist Toe-nailed 2-8d each end 3.04 Blocking-to-Si ll or Top Plate Toe-nailed 3-16d each block 3.05 Ledger Strip to Beam Face-nailed 3-16d each joist 3.06 Joist on Ledger to Beam Toe-nailed 3-8d per joist 3.07 Band Joist to Joist End-nailed 3-16d Per joist 3.08 Band Joist to Sill or Top Plate Toe-nailed 2-16d per foot 4 ROOF SHEATHING 4.01 Structural Panels: Interior Zone 8d 6"edge/12"field _ 4.02 1 Structural Panels: Perimeter Zone 8d 6"edge/6"field 5 ICEILING SHEATHING 5.01 Gypsum Wallboard 5d coolers 7"edge/10"field 6 WALL SHEATHING 6.01 Structural Panels 8d 6"edge/12"field 7 FLOOR SHEATHING 7.01 Rap- tructural Panels 8d _ 6"edge/12"field 7.02 Dia -nal Board Sheathin 1"x6"or 1x8" 2-8d per support - - - - I - - Pfitrick Brennan ick - - -- - _ - - RAr025365Brennan Architect y' 'kO 536"F N: . 11:19 FROM: TO:16317347911 P:6/6 FEDERAL EMERGENCY MANAGEMENT AGENCY a Kdl,AFA 30"147 COMMUNITY ACKNOWLEDGMENT FORM 13 vrr&F"*w0A42163 F PW*rwwlnp burden for We form Is asilmetod to waWs 0.88 hour per response. The burden aslmate M*da tits tires br aliwo wt(I lgetrualtons, searching wills p dam soweea,patWrig and mahWnhV tea needed dela,end oomplagrg.nwlewlnp,and oubrrlarnp Ate brm. You am not required m Iwpond b Ihb cdleclorl tt Itrlerrrtellon unloss a valid OMB omb raimber appears inOrs uFpw dpht wmor of ilia t m, SwA aMMR1l foodlnp the aoareoy of the burden asAmate and any arlppssgona for redudop Ads burden tc: Inlbrmalfon Coloelona MwAprashf,Fedsail Emerpenoy Manspemsr,l Aporlcy,OW o Street,8W,WashirOm DC 204n,Pnpwwk ReduWan ft*at(M-0147). SubMleslori of Its lhlm Is nqulred 10 obtain of MMIA beeneAh under the NAtloeal Food Insurance Proplam. Pbape do not surd toter ootnpbW survey to tea abate eddMee. This Ian must to cortlpletad for request Irrvolvin0 the w0np or propwAd ptaosmant of All(oorn*%sectlon A)Qt3 in provide sotmamAadpmaM of -this request to remove a pmpmrty from the On%00 was prwlously tooaled womn rhe rapulaexy AoodMmy(compkw Sedloo 4 Thle bre must be MV*M and signed by the of ial maponaltia fist ftw4plein nwnapoment In Ila wmmunlpy. The awmnly number and the wAW properly adMaea Moet appear In dte spaeoa provlded below. Cieriffa lyNumbw 360813 Pr pmnliNameorAddmea: 2300 Grathwohl Road, Southold NY 11971 A. REQUE.9TS INygL-4NQJhE PLACFJUFiMT OP FILt As ft communby afoot responsible for Accdplain management,I hereby aolrncs/odQo that we Bova received and Nviewed aline LAW of Wisp Ravlalon Based on FIA(LOMR.t7 or Conditional LCMR-F request Imed upon the torMMKO rovtaw,wo find the ao MAW ar prapowd praiser massa or Is claignod b seat all of the oomrrtuft floodplah nlerape w roqulremoMs,Inaludnp the requlnement that no fM be pMced In lite npula y Aaodway. and that all necessary Federal.8teM,and 1oat1 perste leve been.or In the ease of a Condlttonel LCMR-F,will be obtainad. In addition,wry have del emilmod that the b nd and any erdelnp or proposed duchess b be removed Atm to SFHA tire or wll to manoraNy cab drat Aocdbrp as doAnod M 440PA 98.2(x!,and that we haw ayr4k*a upas request by FEMA,at anetyass and documerntatlon uwW W rneke this dMwnlnelon. For UOMR-F Irgtle/ls.ws tsdasttu�rt flyer Ntb Ngteeet b being lorwerdad to fti M br a possible mep reviobt canrtltrnlry Commer>ti: • M�.F ^ n yQAblal'a Nanta (ivfMrrfeAArf w ) �NI KIN•.�.I{/>j' C Batt ;� 70,'r-/$-0 �— aG 4co 7. I��C�Iy' e '2aM4*Name; Community O A AI%ableve-eve- -ed) Dela: Town of Southold, NY 13, PRQPr-= REQULATaRY FLOODWAY As the ownrnunRy ollolol responsible for"loin moopmenk I harsby aftaWedpa#*we Itsw"MW srtd reviewed Ihb�t br a WMA, tfw Cmbndsnd Md thla topon Is W*v%ft%rded to F1 fA to domnilne 9 this prapsrty ho been(nadwerbnly Included In to fxx w4y. tOft moknowlsdpo that no fN an this plgw ly Me lean ar vrlll be placed*Mn the deftnated MOLIMory Aoodwey, wa And that the oomplamd or I�wdi>��tnootr a b d«Ipnedte utast M of pts eattntunly fkradpteM menepemont�. t3am"Moty Comments: l:emm *Olgalal's Name and Tlda: (Pbaw Print or ly") Telephone No.; Community Name: Community OfiMpPe Slgriftre(rogrrirad): Data: VTMA Form 814170,UP 02 Cemmunhy Acknowledgment Form MTd Foran 3 Pa"I of 1 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B.NO.3067-0147 COMMUNITY ACKNOWLEDGMENT FORM Expires September 30,zoos PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 0.88 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources,gathering and maintaining the needed data,and completing,reviewing,and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right comer of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, SW, Washington DC 20472, Paperwork Reduction Project(3067-0147). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form must be completed for requests involving the existing or proposed placement of fill (complete Section A)gR to provide acknowledgment of this request to remove a property from the SFHA which was previously located within the regulatory floodway(complete Section B). This form must be completed and signed by the official responsible for floodplain management in the community. The community number and the subject property address must appear in the spaces provided below. Community Number: 36103CO501 Property Name or Address: Klos residence,2300 Grathwohl Road,New Suffolk A. REQUESTS INVOLVING THE PLACEMENT OF FILL As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this Letter of Map Revision Based on Fill(LOMB-F)or Conditional LOMR-F request. Based upon the community's review,we find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements,including the requirement that no fill be placed in the regulatory floodway, and that all necessary Federal,State,and local permits have been,or in the case of a Conditional LOMR-F,will be obtained. In addition,we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c),and that we have available upon request by FEMA,all analyses and documentation used to make this determination. For LOMR-F requests,we understand that this request is being forwarded to FEMA for a possible map revision. Community Comments: ComMIC-HAfELISJ. VERITY(P1eCHIEFrYBILDING INSPECTOR 63 1-765- 1802 Community Name: Community Official's Si natur . (required) Date: TOWN OF SOUTHOLD • L/ B. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY As the community official responsible for floodplain management,I hereby acknowledge that we have received and reviewed this request for a LOMA. We understand that this request is being forwarded to FEMA to determine if this property has been inadvertently included in the regulatory floodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory floodway. We find that the completed or proposed project meets or is designed to meet all of the community floodplain management requirements. Community Comments: COPY FOR YOUR INFORMATION Community Official's Name and Title: (Please Print or Type) Telephone No.: Community Name: Community Official's Signature(required): Date: FEMA Form 81-878,SEP 02 Community Acknowledgment Form MT-1 Form 3 Page 1 of 1 AN Imo- � Federal Emergency Management Agency Washington, D.C. 20472 �° September 18,2003 MR.JOSHUA Y.HORTON CASE NO.:03-02-1706A TOWN SUPERVISOR,TOWN OF SOUTHOLD COMMUNITY. TOWN OF SOUTHOLD,SUFFOLK COUNTY, TOWN HALL NEW YORK 53095 ROUTE 25,P.O.BOX 1179 COMMUNiTYNO.:360813 SOUTHOLD,NY 11971 DEAR MR.HORTON- This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Conditional Letter of Map Revision based on Fill (CLOMR-F) Comment Document. This comment document provides additional information regarding the effective NFIP map, the legal description of the property and our comments regarding this proposed project. Additional documents are enclosed which provide information regarding the subject property and CLOMR-Fs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield, VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Sincerely, T Doug Bellomo,P.E.,Acting Chief Hazard Study Branch Emergency Preparedness and Response Directorate LIST OF ENCLOSURES: CLOMR F CONMENT DOCUMENT LOMA DETERMINATION DOCUMENT(REMOVAL) cc: Mr. Leonard Jackson P.E. NFF0SEPSUMR �-7 Page 1 of 4 Date:September 18,2003 1 Case No.:03-02-1706A CLOMR-F Federal Emergency Management Agency Washington, D.C. 20472 0 0 CONDITIONAL LETTER OF MAP REVISION BASED ON FILL COMMENT DOCUMENT COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK Tax Lot 12, Block 2,Section 117,as recorded on a Bargain and Sale Deed, COMMUNITY COUNTY,NEW YORK Document No.02-19561,Liber D00012225, Page 689,filed on December 17, 2002,in the Clerk's Office,Suffolk County, New York COMMUNITY NO.:360813 NUMBER:3610300901 G AFFECTED NAME SUFFOLK COUNTY, MAP PANEL NEWYORK ALLJURISDICTIONS DATE:09104/1998 FLOODING SOURCE:WEST CREEK;GREAT PECONIC BAY APPROMMATE LATITUDE&LONGITUDE OF PROPERTY:40.997,-72A78 SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 4L0 DATUM:NAD 83 COMMENTTABLE REGARDING THE PROPOSED PROPERTY(PLEASE NOTE THATTHIS IS NOTA FINAL DETERMINATION. A FINAL DETERMINATION WILL BE MADE UPON RECEIPT OF AS-BUILT INFORMATION REGARDING THIS PROPERTY.) OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WHAT WOULD CHANCE ADJACENT LOT LOT SECTION SUBDIVISION STREET BE REMOVED FLOOD FLOOD GRADE ELEVATION FROM THE ZONE ELEVATION ELEVATION (NGVD 29) SFHA (NGVD 29) (NGVD 29) 12 2/117 _ 2300 Grathwohl Proposed Road Structure X(shaded) 8.0 feet 8.2 feet _ Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) CONDITIONAL LOMR-F DETERMINATION This document provides the Federal Emergency Management Agency's comment regarding a request for a Conditional Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the proposed structure(s) on the property(ies)would not be located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood)if built as proposed. Our final determination will be made upon receipt of a copy of this document,as-built elevations, and a completed Community Acknowledgement form. Proper completion of this form certifies the subject property is reasonably safe from flooding in accordance with Part 65.5(a)(4)of our regulations. Further guidance on determining if the subject property is reasonably safe from flooding may be found in FEMA Technical Bulletin 10-01.A copy of this bulletin can be obtained by calling the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or from our web site at hftp://www.fema.gov/flma/techbul.shtm. This document is not a final determination; it only provides our comment on the proposed project in relation to the SFHA shown on the effective NFIP map. This comment document is based on the flood data presently available. The enclosed documents provide additional information regarding this request. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O.Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Doug Bellomo,P .,Acting Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 Page 1 of 4 Date:September 18,2003 Case No.:03-02-1706A CLOM R-F Federal Emergency Management Agency Washington, D.C. 20472 0 0 CONDITIONAL LETTER OF MAP REVISION BASED ON FILL COMMENT DOCUMENT COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK Tax Lot 12,Block 2,Section 117,as recorded on a Bargain and Sale Deed, COMMUNITY COUNTY,NEW YORK Document No.02-19561,Liber D00012225, Page 689,filed on December 17, 2002,in the Clerk's Office,Suffolk County,New York COMMUNITY NO.:380813 NUMBER:361MC0501G AFFECTED NAME:SUFFOLK COUNTY, MAP PANEL NEWYORK ALLJURISDICTIONS DATE:0510411998 FLOODING SOURCE:WEST K;GREAT PECONIC BAY APPRO)OMATE LATITUDE&LONGITUDE OF PROPERTY:4&997,-72A78 SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 4,0 DATUM:NAD 83 COMMENT TABLE REGARDING THE PROPOSED PROPERTY(PLEASE NOTE THAT THIS IS NOTA FINAL DETERMINATION. A FINAL DETERMINATION WILL BE MADE UPON RECEIPT OF AS-BUILT INFORMATION REGARDING THIS PROPERTY.) OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WHATWOULD CHANCE ADJACENT LOT LOT SECTION SUBDIVISION STREET BE REMOVED FLOOD FLOOD GRADE ELEVATION FROM THE ZONE ELEVATION ELEVATION (NGVD 29) SFHA (NGVD 29) (NGVD 29) 12 2/117 — 2300 Grathwohl Proposed Road Structure X(shaded) 8.0 feet 8.2 feet _ Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) CONDITIONAL LOMR-F DETERMINATION This document provides the Federal Emergency Management Agency's comment regarding a request for a Conditional Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the proposed structure(s) on the property(les)would not be located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood)if built as proposed. Our final determination will be made upon receipt of a copy of this document, as-built elevations, and a completed Community Acknowledgement form. Proper completion of this form certifies the subject property is reasonably safe from flooding In accordance with Part 65.5(a)(4)of our regulations. Further guidance on determining if the subject property is reasonably safe from flooding may be found in FEMA Technical Bulletin 10-01.A copy of this bulletin can be obtained by calling the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or from our web,site at http://www.fama.govtflma/techbul.shtm. This document is not a final determination;it only provides our comment on the proposed project in relation to the SFHA shown on the effective NFIP map. This comment document is based on the flood data presently available. The enclosed documents provide additional information regarding this request. If you have any questions about this document,please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency,P.O.Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nflp/. Doug Bellomo,P. .,Acting Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 Page 2 of 4 Date:September 18,2003 jCa89 No-:03-02-1706A CI.OM R-F M Federal Emergency Management Agency Washington, D.C. 20472 0 0 CONDITIONAL LETTER OF MAP REVISION BASED ON FILL . COMMENT DOCUMENT ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) CONDITIONAL LOMR-F DETERMINATION (This Additional Consideration applies to the preceding 1 Property.) Comments regarding this conditional request are based on the flood data presently available. Our final determination will be made upon receipt of this Comment Document, certified as-built elevations and/or certified as-built survey. Since this request is for a Conditional Letter of Map Revision based on Fill,we will also require the applicable processing fee, and the "Community Acknowledgement"form. Please note that additional items may be required before a final as-built determination is issued. This letter does not relieve Federal agencies of the need to comply with Executive Order 11988 on Floodplain Management in carrying out their responsibilities and providing Federally undertaken,financed, or assisted construction and improvements, or in their regulating or licensing activities. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional Information about the NFIP is available on our web site at http:/twww.fema.gov/nfip/. Doug Bellomo,P. .,Acting Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 LOMA Page 3 of 4 Date:September 18,2003 Case No.:Z-Zi708A Federal Emergency Management Agency Washington, D.C. 20472 0 0 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK Tax Lot 12, Block 2,Section 117,as recorded on a Bargain and Sale Deed, COMMUNITY COUNTY,NEW YORK Document No.02-19561,Liber D00012225, Page 689,filed on December 17, 2002,in the Clerk's Office,Suffolk County, New York COMMUNITY NO.:360813 NUMBER:36103CO501 G AFFECTED NAME:SUFFOLK COUNTY, MAP PANEL NEWYORK ALLJU RISDICTIONS DATE:05/04(1998 FLOODING SOURCE:WEST C EK;GREAT PECONIC BAY APPROMMATE LATITUDE&LONGITUDE OF PROPERTY:40.997,-72A78 SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 4.0 DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WHAT IS CHANCE ADJACENT LOT LOT SECTION SUBDIVISION STREET REMOVED FLOOD FLOOD GRADE ELEVATION FROM THE ZONE ELEVATION ELEVATION (NGVD 29) SFHA (NGVD 29) (NGVD 29) 12 2/117 _ 2300 Grathwohl Deatched Road Garage X(shaded) 8.0 feet 8.9 feet _ Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s)on the property(les)Is/are not located in the SFHA,an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy(PRP)is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document,please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency,P.O.Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nflp/. Doug Bellomo,�P. Acting Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 Page 4 of 4 Date:September 18,2003 ICRSO No.:03-02-1706A SOMA Federal Emergency Management Agency Washington, D.C. 20472 0 0 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http:/twww.fema.gov/nfip/. Doug Bellomo,P�,PActing`Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 Federal Emergency Management Agency Washington, D.C. 20472 September 18,2003 MR.LEONARD JACKSON,P.E. CASE NO.:0342-1706A LEONARD JACKSONASSOCIATES COMMUNITY. TOWN OF SOUTHOLD,SUFFOLK COUNTY, 26 FIREMENS MEMORIAL DRIVE NEW YORK POMONA,NY 10970 COMMUNITYNO.:360813 DEAR MR.JACKSON This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment .(LOMA) Determination Document. This determination document provides additional information regar,4g the effective NFIP map,the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures,please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,P.O. Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Sincerely, Doug Bellomo,P.E.,Acting Chief Hazard Study Branch Emergency Preparedness and Response Directorate LIST OF ENCLOSURES: CLOMR F COIVNflRNT DOCUMENT LOMA DETERMINATION DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Federal Emergency Management Agency Washington, D.C. 20472 ° September 18,2003 MR JOSHUA Y.HORTON CASE NO.:03-02-1706A TOWN SUPERVISOR,TOWN OF SOUTHOLD COMMUNITY: TOWN OF SOUTHOLD,SUFFOLK COUNTY, TOWN HALL NEW YORK 53095 ROUTE 25,P.O.BOX 1179 COMMUNITYNO.:360813 SOUTHOLD,NY 11971 DEAR MR.HORTON: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area,the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Conditional Letter of Map Revision based on Fill (CLOMR-F) Comment Document. This comment document provides additional infornion regarding the effective NFIP map, the legal description of the property and our comments regarding this proposed project. Additional documents are enclosed which provide information regarding the subject property and CLOMR Fs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures,please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield, VA 22116-2210. Additional infonnation about the NFIP is available on our web site at http://www.fema.gov/nfip/. Sincerely, 71 Doug Bellomo,P.E.,Acting Chief Hazard Study Branch Emergency Preparedness and Response Directorate LIST OF ENCLOSURES: CLOMR F CON%4ENT DOCUMENT LOMA DETERMINATION DOCUMENT(REMOVAL) cc: Mr. Leonard Jackson P.E. i i Community Map Repository Federal Emergency Management Agency Washington,D.C. 20472 0 0 •'� I r ,I Dear Community Official: :I Enclosed are copies of recent Letters of Map Amendment(LOMAs)and/or Letters of Map Revision based on Fill(LOMR-Fs)issued to amend or revise the National Flood Insurance Program(NFIP)map for your community. `) As you know,the map repository is a local resource for information regarding the risks of flooding in your community. A priority of the Federal Emergency Management Agency(FEMA) i is to ensure that changes to the flood-risk information,such as those resulting from the issuance ,! of a map amendment or map revision,are sent to the repository for the benefit of the public. Please note that NFIP regulations require that the local map repository attach the enclosed copy of the LOMA and/or LOMR-F to the appropriate NIP map on file. We appreciate your cooperation in maintaining this valuable community resource. If you have any questions about any of the enclosures,or if the address of the repository for your community has changed,please contact the FEMA Map Assistance Center toll free at(877)336-2627(877- FEMA MAP). j Sincerely, j Doug Bellomo,P.E.,Acting Branch Chief Hazard Study Branch Mitigation Division Emergency Preparedness and Response Directorate Enclosures Page 2 of 4 Date:September 18,2003 Icase No.:03-02-vo6A CLOM R-F M Federal Emergency Management Agency Washington, D.C. 20472 0 0 CONDITIONAL LETTER OF MAP REVISION BASED ON FILL COMMENT DOCUMENT ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) CONDITIONAL LOMR-F DETERMINATION (This Additional Consideration applies to the preceding 1 Property.) Comments regarding this conditional request are based on the flood data presently available. Our final determination will be made upon receipt of this Comment Document, certified as-built elevations and/or certified as-built survey. Since this request is for a Conditional Letter of Map Revision based on Fill, we will also require the applicable processing fee, and the "Community Acknowledgement"form. Please note that additional items may be required before a final as-built determination is issued. This letter does not relieve Federal agencies of the need to comply with Executive Order 11988 on Floodplain Management in carrying out their responsibilities and providing Federally undertaken,financed, or assisted construction and improvements, or in their regulating or licensing activities. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nflp/. t� I� Doug Sellomo,�P ,�Acting Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 Page 3 of 4 1Date:September 18,2003 1 Case No.:03-02-1706A LOMA Federal Emergency Management Agency Washington, D.C. 20472 0 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK Tax Lot 12,Block 2,Section 117,as recorded on a Bargain and Sale Deed, COMMUNITY COUNTY,NEW YORK Document No.02-19561,Liber D00012225, Page 689,filed on December 17, 2002, in the Clerk's Office,Suffolk County, New York COMMUNITY NO.:360813 NUMBER:36103C0501 G AFFECTED NAME:SUFFOLK COUNTY, MAP PANEL NEWYORK ALL JU RISDICTIONS DATE:0510411998 FLOODING SOURCE: WEST CREEK;GREAT PECONIC BAY APPROMMATE LATITUDE&LONGITUDE OF PROPERTY:40L997,-72A78 SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 40 DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WHAT IS CHANCE ADJACENT LOT LOT SECTION SUBDIVISION STREET REMOVED FLOOD FLOOD FROM THE ZONE ELEVATION ELEVATION ELEVATION SFHA (NGVD 29) (NGVD 29) (NGVD 29) 12 2/117 — 2300 Grathwohl Deatched Road Garage X(shaded) 8.0 feet 8.9 feet _ Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being eq ualed or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s)on the property(les)is/are not located in the SFHA,an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy(PRP)is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document,please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency,P.O. Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Doug Bellomo,PP.. .,Acting Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 Page 4 of 4 1Date:September 18,2003 JCase No.:03-02-1706A LOMA Federal Emergency Management Agency Washington, D.C. 20472 00 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. �1 Doug Bellomo,PActing Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 A. Federal Emergency Management Agency- Washington, D.C. 20472 �lAND S�G� February 4,2005 FOLLOWS CONDITIONAL CASE NO.:03-02-1706A MR.JOSHUA Y.HORTON CASE NO.:05-02-0116A SUPERVISOR,TOWN OF SOUTHOLD COMMUNITY: TOWN OF SOUTHOLD,SUFFOLK COUNTY, TOWN HALL NEW YORK P.O.BOX 1179 COMMUNITYNO.:360813 SOUTHOLD,NY 11971-0000 DEAR MR.HORTON: This is in reference to a request that the Federal Emergency Management Agency(FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Revision based on Fill (LOMR-F) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMB-Fs. Please see the List of Enclosures below to determine which documents are enclosed Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,3601 Eisenhower Avenue, Suite 600,Alexandria,VA 22304-6439. Sincerely, Doug Bellomo,P.E.,CFM,Chief Hazard Identification Section,Mitigation Division Emergency Preparedness and Response Directorate LIST OF ENCLOSURES: LOMR-F DETERMINATION DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Mr. Leonard Jackson,P.E. FEB 1 5 Page 1 of 2 Fdlaws Conditional No.:03 02-1700A Date:February 4,2005 Case No.:05-02-0116A LOMR-F 04'yjX"R"r�A.�. Z °� Federal Emergency Management Agency Washington, D.C. 20472 �qXD SSG LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK Tax Lot 12,Block 2,Section 117,as recorded on a Bargain and Sale Deed, COMMUNITY COUNTY,NEW YORK Document No.02-19561,Liber D00012225,Page 689,filed on December 17, 2002,in the Clerk's Office,Suffolk County, New York COMMUNITY NO.:300813 NUMBER:36103COSDIG AFFECTED NAME SUFFOLK COUNTY,NEW YORK(ALL MAP PANEL JURISDICTIONS) DATE:5/4/1998 FLOODING SOURCE: WEST CREEK,GREAT PECONIC BAY APPROMMATE LATITUDE&LONGITUDE OF PROPERTY:40.997,-72A7$ SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 4.0 DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WHAT IS CHANCE ADJACENT LOT LOT SECTION SUBDIVISION STREET REMOVED FLOOD FLOOD ROM THE ZONE ELEVATION E RADE ELEVATION (NGVD 29) SFHA (NGVD 29) (NGVD 29) 12 2 — 2300 Grathwohl Structure Road X(shaded) 8.0 feet 8.0 feet _ Spedal Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) PORTIONS REMAIN I N THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP)map,we have determined that the structure(s) on the property(les) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This document revises the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore,the Federal mandatory flood insurance requirement does not apply. However,the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy(PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency,3601 Eisenhower Avenue,Suite 600,Alexandria,VA 22304-6439. Doug Bellomo,P.E.,CFM,Chief Hazard Identification Section,Mitigation Division Emergency Preparedness and Response Directorate Version 1.3.3 1029299.1 LOMR-F-SL022540116 Page 2of 2 Follows Conditional No.:03-02-1706A Date:February 4,2005 JCaS0 No.:05.02-01164 LOMR-F JOn Federal Emergency Management Agency Washington, D.C. 20472 Fl9ND S � LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. A This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency,3601 Eisenhower Avenue,Suite 600,Alexandria,VA 22304-6439. Doug Bellomo,P.E.,CFM,Chief Hazard Identification Section,Mitigation Division Emergency Preparedness and Response Directorate Version 1.3.3 1029299.1 LOMR-F-SL022540116 The NFIP offers two types of flood insurance policies to property owners:the low-cost Preferred Risk Policy (PRP)and the Standard Flood Insurance Policy(SFIP). The PRP is available for 1-to 4-family residential structures located outside the SFHA with little or no loss history. The PRP is available for townhouse/rowhouse-type structures,but is not available for other types of condominium units. The SFIP is available for all other structures.Additional information on the PRP and how a property owner can qualify for this type of policy may be obtained by calling the Flood Insurance Information Hotline,toll free,at 1-800-427- 4661. Before making a final decision about flood insurance coverage,FEMA strongly encourages property owners to discuss their individual flood risk situations and insurance needs with an insurance agent or company. The revisions made effective by a LOMR-F are made pursuant to Section 206 of the Flood Disaster Protection Act of 1973(P.L.93-234)and are in accordance with the National Flood Insurance Act of 1968,as amended (Title XIII of the Housing and Urban Development Act of 1968,P.L.90-448)42 U.S.C.4001-4128,and 44 CFR Part 65. In accordance with regulations adopted by the community when it made application to join the NFIP,letters issued to revise an NFIP map must be attached to the community's official record copy of the map. That map is available for public inspection at the community's official map repository. Therefore,FEMA sends copies of all such letters to the affected community's official map repository. To ensure continued eligibility to participate in the NFIP, the community must enforce its floodplain management regulations using,at a minimum,the flood elevations and zone designations shown on the NFIP map, including the revisions made effective by LOMR-Fs. LOMR-Fs are based on minimum criteria established by the NFIP. State,county,and community officials,based on knowledge of local conditions and in the interest of safety, may set higher standards for construction in the SFHA. If the State, county, or community has adopted more restrictive and comprehensive floodplain management criteria,these criteria take precedence over the minimum Federal criteria. FEMA does not print and distribute LOMR-Fs to primary map users, such as local insurance agents and mortgage lenders; therefore, the community serves as the repository for LOMR-Fs. FEMA encourages communities to disseminate LOMR-Fs so that interested persons,such as property owners,insurance agents, and mortgage lenders, may benefit from the information. FEMA also encourages communities to prepare articles for publication in the local newspaper that describe the changes made and the assistance community officials will provide in serving as a clearinghouse for LOMR-Fs and interpreting NFIP maps. When a restudy is undertaken,or when a sufficient number of revisions occur on particular map panels,FEMA initiates the printing and distribution process for the panels and incorporates the changes made effective by LOMR-Fs. FEMA notifies community officials in writing when affected map panels are being physically revised and distributed. If the results of particular LOMR-Fs cannot be reflected on the new map panels because of scale limitations,FEMA notifies the community in writing and revalidates the LOMR-Fs in that letter. LOMR-Fs revalidated in this way usually will become effective 1 day after the effective date of the revised map. LAMRFENC-1 08/06/04 PAR x � Federal Emergency Management Agency Washington, D.C. 20472 FEND StiG� ADDITIONAL INFORMATION REGARDING LETTERS OF MAP REVISION BASED ON FILL When making determinations on requests for Letters of Map Revision based on the placement of fill(LOMR- Fs), the Federal Emergency Management Agency (FEMA) bases its determination on the flood hazard information available at the time of the determination. Requesters should be aware that flood conditions may change or new information may be generated that would supersede FEMA's determination.When necessary, FEMA will inform the community about superseded determinations by letter. Requesters also should be aware that removal of a property(parcel of land or structure)from the Special Flood Hazard Area(SFHA)means FEMA has determined the property is not subject to inundation by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This does not mean the property is not subject to other flood hazards. The property could be inundated by a flood with a magnitude greater than the base flood or by localized flooding not shown on the effective National Flood Insurance Program(NFIP)map. The effect of a LOMR-F is it removes the Federal requirement for the lender to require flood insurance coverage for the property described. The LOMR-F is not a waiver of the condition that the property owner maintain flood insurance coverage for the property. Only the lender can waive the flood insurance purchase requirement because the lender imposed the requirement. The property owner must request and receive a written waiver from the lender before canceling the policy.The lender may determine,on its own as a business decision,that it wishes to continue the flood insurance requirement to protect its financial risk on the loan. The LOMR-F provides FEMA's comment on the mandatory flood insurance requirements of the NFIP as they apply to a particular property. A LOMR-F is not a building permit,nor should it be construed as such.Any development,new construction,or substantial improvement of a property impacted by a LOMR-F must comply with all applicable State and local criteria and other Federal criteria. If a lender releases a property owner from the flood insurance requirement,and the property owner decides to. cancel the.policy and seek a refllnd, the NFIP will refund the premium paid for the current policy year, provided that no claim is pending or has been paid on the policy during the current policy year. The property owner must provide a written waiver of the insurance requirement from the lender to the property insurance agent or company servicing his or her policy. The agent or company will then process the refund request. Even though structures are not located in an SFHA,as mentioned above,they could be flooded by a flooding event with a greater magnitude than the base flood. In fact,more than 25 percent of all claims paid by the NFIP are for policies for structures located outside the SFHA in Zones B, C,X(shaded),or X(unshaded). More than one-fourth of all policies purchased under the NFIP protect structures located in these zones. The risk to structures located outside SFHAs is just not as great as the risk to structures located in SFHAs.Finally, approximately 90 percent of all federally declared disasters are caused by flooding,and homeowners insurance does not provide financial protection from this flooding. Therefore,FEMA encourages the widest possible coverage under the NFIP. LOMRFENC-1 08/06/04 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: l DATE 4 �� ° INSPECTOR_{ j2" A'tASIX M-1802 BUILDING DEPT. 1 SPECTION [ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR ass-iso2 suauINa DE". INSPECTION [ ] F ATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ j INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE OJ INSPECTOR � � 7ss.ieox BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ FOU" OU DATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE d INSPECTOR X65.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: `-k7�' �C DATE �`� � INSPECTOR v � FRIDANSPECTIONREPORTDA COAzwgTS r � J FOUNDATION(1ST) y Yz - FOUNDATION(2ND) 2 00 • C y ROUGH FRANiIl!TG& � PLUMBING ►.� P� MSULATTON PER N.Y. STATE ENERGY CODELA 2'T d cT Ti; FINAL ADDITIONAL COMMENTS O O Z. m J H I d t7 — _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT ! 4 11+ Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans--X— TEL: lansXTEL: (631) 765-1802 i "" ?. Planning Board approval FAX: (631) 765-9502 Survey X www. northfork.net/Southold/ PERMIT NO. o) N7 yef- Check X Septic Form N.Y.S.D.E.C. I'A _ Examined S '2003 Contact:Trustees_ !A fi} k&ej Approved &1'9 ,20 j93 Mail to: Call Vyr ?i"c.K-V P Disapproved arc ]3q- 6. 9q7 Phone: '734. S Q9? Expiration L o9 ,20_ Building Inspector APPLICATION FOR BUILDING PERMIT Date Mau Iq-fL , 2003 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. j c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 4,L -- 11 ct== (Signature of applicant or name,if a corporation) IL05" Jjof't /,�' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ©t��ner Name of owner of premises rfah k C6 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 360 r6 4hwoh I —�Oadfie �u l/t House Number Street Hamlet County Tax Map No. 1000 Section_ (7 _Block a Lot Ja Subdivision --- Filed Map No. -- Lot -- (Name) 2. State existing use and occupancy of premises and intended'use and occupancy of proposed construction: a. Existing use and occupancy qr1 vaA SJ b. Intended use and occupancy Th R-6 ij e rt w i-44, '` Addition Alteration= 3. Nature of work(check which applicable): New Building Other Work Repair Removal_Demolition (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. r1 A + Rear -4 Ftp - 3 if Depth �.� 7. Dimensions of existing structures, if any: Front d� - 3 Heigh -Number of Stories Dimensions of same structure with alterations or additions: Front `�y ' Rear Depth j/y /b" Height ( e` - 3+, Number of Stories oZ 8. Dimensions of entire new construction: Front I Rear Depth Height q0 r»4e _Number of Stories Rear `�� +- d '� Depth 9. Size of lot: Front 75 "6 s 10. Date of Purchase I 6' Name of Former Owner °-' 11. Zone or use district in which premises are situated -Rqo es'd �4 M 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO / Vrvill excess fill be removed from premises? YES NOX . Phone No. 0'�9�' � 14.Names of Owner of remises rYan K •, S �1C�aS Address Phone No a)a - 99 9 - 03 Name of Architect rte.T refs'n�a'^ Address Phone No. Name of Contractor Address 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 X NO �►� 1`Y t� * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF g 'v --1 `� �s being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this '' day of 2003 Nota ublic Signature of Applicant Painola J.Dunn Notary Public, State of New York Registration #01 DU6039460 AUallfled In Suffolk County My CommISSlor Ea.,i,,3s April 3,2OOg BUILDI Applicant/ Date. Owners Name: Reviewed.. Architect/ Date Engineer: Submitted: 4111103 SCTM N: District: 1,000 Section: 131ock: �,q Lot: Project Subdivision I.,ocation: -2-36-D ccs 0- 71-�• — Name: Singe &, separate Required certification: Yes/No Req. /^ Rcq. - 7_onine 1)islricC _ 40 1I,01 size: O _ilclual: d 7S J JI-ot coveragp-�V- - hoposc�� J Req. ( Rcq. _ Req. / I (From Yard Proposed: 70 J (Side Yard �/Proposed: �� a'�J (Rear Yard �� Proposed' Zi J Project Description: AGENCY,RERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. ✓ 2� New York State D. E. C. Town Trustees Town Zoning Board approval:( Town Planning Board approval: Flood Plane Elevation??? Flood Zone: $ Notes: �. R0P0 GUARANTEES INDICATED HERE ON SHALL RUN WHDESCRIBEDSURVEY OF PROPERTY ONLY TO THE PERSON FOR OM THE SURVEY N� 7777E COMPANY,lS PREPARED, AND ON HIS BEHALF TO 7H£ G\QR LENDING I S71TU77W IF LISTED LHEREONYSITUATE AND TO THE ASSIGNEES OF THE LENDING INS77TU7I0N NEW SUFFOLK, TOWN OF SOUTHOLD GUARANTEES ARE NOT TRANSFERABLE TO SUFFOLK COUNTY,, N. 1 Y ADDITIONAL 1NS77S717U770NS OR SUBSEOU£NT OWNERS FD CM UNAUTHORIZED ALTERA77ON OR A00177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. SURVEYED FOR: FRANK T. KLOS Ca COPIES OF THIS SURVEY MAP NOT BEARING LOIS A. KLOS THE LAND SURVEYORS EMBOSSED SEAL SHALL 1 NOT BE CONSIDERED TO BE A VALID TRUE COPY. TM# 1000-117-02-012 GUARANTEED TO: UJ FRANK T. KLOS N/F ROSS LOIS A. KLOS FD CM ALLIANCE ABSTRACT OF NEW YORK, INC. FENCE C°RRER S 0.5' S 74'29'40"E ClWN K � 150.00' � E 0.1' FD CM wood SCE END FENCE ON LINE Lo Lq of CONC FIREPLACE FOO77NG m O 4.0' m 5.44.5' 1-2' 7.8' 15.4' I^ RELD INLET POURED CONC. FOUNDATION DRAINAGE STRUCR/RE J EXTERIOR WALLS ONLY. DR /• EX /� SURVEYED: 5 SEPTEMBER 2002 POURED OVER ISTING rn WALL IN SOME AREAS, SCALE I"=20' O N TOP OF FOUNDATION WALL N Y TUBE FOOIINGS • ELEVATION = 10.31' o AREA = 11,125.73 S.F. FOR PROPOSED pO O 0R PORCH(TIPICAL) n T- 1 3 LL0.255 ACRES • 25.1 �O z FRAME • • • ih GARAGE N N SURVEYED BY cV _ _ N — _ EL. = 9.26 STANLEY J. ISAKSEN, JR. Z —_EARTH DRIVE P.O. BOX 294 3.0' ;NYS EW SUFFOLK. N.Y. 11956 FD CM 1 -7 4=5335 N 74'29'40"W UTIL. `n 150.00 N/F GRODSKI POLE ENSED ND SURVEY 1. 22 SEP O3 LOCATED POURED CONC. FOUNDATION (RES.) W/ELEV. & NEW FENCE. LiC. O. 49273 02R] 167 1. 05 JUNE 03 LOCATED POURED CONC. FOUNDATION SURVEY OF ROPo DESCRIBED PROPERTY \� o SITUATE cn �� NEW SUFFOLK, TOWN OF SOUTHOLD G�ORNO o o � NIF o�� SUFFOLK COUNTY, N.Y. N FD CM ° o SURVEYED FOR: FRANK T. KLOS co N/F ROSS RESIDENCE LOIS A. KLOS I w FD CM 140' TO WELL S 74'29'40"E FENS 150.00' FEWX OVER S 0.5' TM# 1000-117-02-012 uNE I.s• o3• FD CM LINK FEN GUARANTEED TO: FRANK T. KLOS ST HOLE \ �Io PROPOSED PROPOSED <o \ LOIS A. KLOS � _ .- p FIREPLACE 9.2X24.25' \o � ALLIANCE ABSTRACT OF NEW YORK, INC. O ^ I °' IN ADDITION.TION. O 74 7z" t\ 6.0 .0' PROPOSED 25.3 O O\EXIST. I NOTE: 200' +/— TO EXISTING EXIST. gyp! �ESSPOOL �J ONE STORY 1' CESSP00 T SALTWATER WETLANDS RESIDENCE ��o' ELEVATIONS SHOWN HEREON ARE IN 1929 NGVD —L FROM WESTERLY PROPERTY O EL.=10.38 �t LINE (GRATHWOHL ROAD). \ N EXIsnNc o (V �`-- ENTRY 'yF X FLOOD ZONE INFORMATION IS FOUND ON I (PROPOSED). u TTO BEo 9F ' o VACANT LAND MAP NUMBER 36103CO501 G EFFECTIVE I 1-1wlk TWO BEDROOM ` o DATE MAY 4, 1998 (PANEL 501 OF 1026). 76.6' PORCH TWO STORY EXISnN " 0 RESIDENCE *Fu 0 CO ED Nc S� BRICK 22.0' O z SCREENED 0 rn PA NNG PROPOSED O , PORCH �i GARAGE ADDITION r ^ FOR SCDHS USE ONLY EL VA TION OF BASEMENT FLOOR (CONCRETE) = 2.58 N r 0.3' N _ STINGEARTHME DRIVE / AGE 1L.=9.24 FD CM -'-'— � 2 5 / N 74'29'40"W150.00'urll. 0, POLE cam, v, • N/F GRODSKI RESIDENCE o 0 cco TEST HOLE DONE BY 0 McDONALD GEOSCIENCE ON 24 JANUARY 03 EXISTING GROUND SURVEYED: 5 SEPTEMBER 2002 BROWN SANDY LOAM OL SCALE I"=20' 2' AREA = 11,125.73 S.F. BROWN SANDY CLAY CL OR 5.1' WATER 0.255 ACRES WATER IN BROWN SANDY CLAY GUARANTEES INDICATED HERE ON SHALL RUN CL ONLY TO THE PERSON FOR MHOM THE SURVEY S' SURVEYED BY IS PREPARED, AND ON HIS BEHALF TO THE n7LE COMPANY, GOVERNMENTAL AGENCY, STANLEY J. ISAKSEN, JR. LENDING THE A59GNEESS OFTHELENDING INS AND TO77TU77ON. P.O. BOX 294 GUARANTEES ADDI7IONAL INSTITURONS TRANSFERABLE SUBSEOUENT OWERS. NEW SUFFOLK. N.Y. 11956 WATER IN BROWN FINE TO COARSE SAND SW 631 -734-5835 UNAUTHORIZED ALTERA17ON OR ADDITION TO THIS SURVEY IS A VIOL A17ON OF SECnON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING - — --- THE LAND SURVEYORS EMBOSSED SEAL SHALLCENSE LA D SUR YO NOT BE CONSIDERED TO BE A VALID TRUE f_ COPY. 1 FEB 03 SHOW PROPOSED ADDITIONS. NYS Li, No. 49273 R1 167R1 24 JAN 03 ADD I L OOD ZONE, EL EVA TIONS, WELL S/SANI TAR Y. 14 FOR tiCDH'l USE ONLY Opo TEST HOLE BY MCDONALD GEOSCIENCE �L R SURVEY 0'F ON 24 JANUARY 03 GORNO DESCRIBED PROPERTY ORIGINAL GROUND Is N�F pE� SITUATE BROWN SANDY LOAM OL ; O NEW SUFFOLK, TOWN COUNTY SOUTHOLD .� FD CM SUFFOLK NOUN 1 , N. 1 BROWN SANDY CLAY CL 5.1' (WATER) SURVEYED FOR: FRANK T. KLOS WATER IN BROWN SANDY CLAY CL N LOIS A. KLOS a 8' II TM# 1000-117-02-012 ° w , F= N/F ROSS FO CM S 7429'40"E 150.00 E 0.5' WATER IN BROWN TO O FD CM COARSE SAND SW WOOD FENCE P 'Q Q - END FENCE Wq TER LINE FROM WELL (APPROX LOCA oN LINE h /41 M o C_f�j�j' IVV►-\ , P 3 M STONE FIREPLACE /►� O 3 m I i !v A 1 O y •` O f 3 ;~ a.0' 4.0' k 2 m 0 o � a.s' '.3 17.8, = yy. I n , ; h W J 15.4' 14' t--- -- - WOODSTEPS WATER UNf SERNCE W/RAILING J U.C. a TWO STORY RESIDENCE o FIELD IN T O 4DRA/NAG STRUCTURE O10ec; z N y 20 = L5.5 y ^ A7FORM4 EcO' O' S PS U.C.LEACHING POOLS(5) 10r U'�-a0 .2' 22.3 3 LL� p z REVISIONS/UPDATES x.44.0' li! 9sr� 4 FRAME 1. 05 JUNE 03 LOCATED POURED CONC. FOUNDATION O SEP77C TANK z7.2 GARAGE (V 2. 22 SEP 03 LOCATED POURED CONC. FOUNDATION (RES.) W/ELEV. & NEW FENCE 3. 5 DEC 03 SHOW PROP SANITARY LINE FROM GARAGE. REALIGNED DRIVEWAY THIS AREA. 4. 21 MAY 04 FINAL SURVEY e N T 5. 16 SEP 04 ADD DIST WELL TO HOUSE. Z FD CM 3.0' N 74'29 40 W UTIL. 150.00 -�) N/F GRODSKI POLE GUARANTEED T0: GUARANTEES INDICATED HERE ON SHALL RUN FRANK T. KLOS ONLY TO THE PERSON FOR WHOM THE SURVEY LOIS A. KLOS _ IS PREPARED, AND ON HIS BEHALF TO THE ALLIANCE ABSTRACT OF NEW YORK, INC. TITLE COMPANY, GOVERNMENTAL AGENCY, SURVEYED BY LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. STANLEY J. ISAKSF N, JR. -" - - GUARANTEES ARE NOT TRANSFERABLE TO P.O. BOX 294 _ - ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. P.O. _. NEW SUFFOLpK. N.Y. 11956 UNAUTHORIZED AL 7ERA LION OR A001 TION TO 7H/S 6—S 1 —7 4— :8 8 J 5 SURVEYED: 5 SEPTEMBER 2002 SURVEY IS A NOLATION OF SECTION 7209 OF THE NEW YORK IAIE EDUCATION LAW. SCALE 1"==20' COPICS OF 7l-llS SI/RVFY MAP NOT BLARING AREA — 1,11 j"�, f . THF IAND '.URVF Y(8t; fMHO`;_`;ED SEAL SHALT — --- --- ---- —No [ BE coN;raFRFD To DEA va m nrur L I E N��E D 11 I ) S U R F`(O R OR col r. 0.255 ACRES YS I il_:. Ncl. 4`127.; U >R 1 1 E;7 Patrick Brennan Architec ' F,,A,,:R:gq�2 Fc 2 ti 526 West 22nd Street New York, New York 10011 t. 212.989.1123 f. 212.807.1909 pb-arch@pb-arch.com ABF OF GENERAL NOTES PROJECT: KLOS RESIDENCE, GRATHWOHL ROAD, NEW SUFLK, NY L AL TK AO WKIILs F11661ED SHILL WMIy TH NL MM&. T. M CONTRACTOR SHNL MK M AND COMPLY TN THE TOPE NREM AND G. M CONTRACTOR SHALL MTh M MLOR[CT MFWTTLY f K CANNOT a M CONTINUED SIMLL E R.SPONE FOR PIOKHEy MD ACCURATELY W M CONTRACTOR SIAL REP M MOMM LFCAED Q M PIIOORISS STAR.M MANP&AITMMKA PAVING JURISDICTION OVER THE MORIM. KAMF Q M C W AND MKS 10611 M A INCLE AND DUAL MI FON NR EMCN COMPLY ON ILL M RIOMENEMS Q THESE MISS AND LAn10 OU! THE BONN AID fON THE LINES AND L[MMEMIS NEREN.HE WHO BOBL M BONY SRML E CLOSED ON COVERED IMh IT PM KOH ASAI ItlFLF Q ANY OBVIOUS OMSS ON O ENCROL SHOULD ILII EAST. ONAER6. ANAL ESTABLISH NECESSARY ARORNCC LIES AND PGMNOA EMI LM6 L6PECRA 0O AMMO SM"UMRECMO B E COMES.THE 2. THE CONTRACTOR SMILL W1M ILL PERMITS AND AWIOVXS AS SHOULD ART ERWR OR MEMPNICY APPEAR E MY 001ST ME M TO THE TOM ORION ALLOW LKS MO FLEVM SHALL E TAKEN.HUNTS Q AL CONTRACTOR lNUL.AT 16 OW EXIDOL DISCOVER X.A.SUCH BON SD THAT KOOR.D M LM FG M COMLETOY Q THE LINA. TRK KOBE Q M BIOMASS E MRS,THE fLNI M ANAL ARM LE, M E1u0.CONTRACTOR SHILL COOKLIMM AND SUPERVISE THE BOOM ROK CALLED FOR II FJF'INCLUDING RUT NOT LYRES TO SWMS.CDLMM IT CM E PAOPULTLR[DRD AM IN UL A SUCH RSPECIIISL HE SO SUCH ITN6 TO THE ATIENTDN Q M MORECT KrOK AKESM Q Q EL COD TD M 09B•CONTIGCT6RS K SNALL E K40EEl FOR CDMA BML K TRK AND LEVEL MRK A NAYRY TOLQ- PROPMY REMR;m KPVtl u TISK VAMOOSE,MAN, 1 THE RMIEw Q A PKIOEAL BY THE CONTRACTOR LME,E PANAMA FOR EXPLANATION W CONNECTION Q SRR. AFTER M SMBMSION o Al. TRIES SYLN ROKATOL LN6 OR BEIMS M MAY BE FANNIES AUK Q K•ARDNLL INC SAME PMECT VEDAS&ESS Q VARIATIONS N M CONSTRUED M EVIDENCE MV A CARM AND RIOROQM EXNNMLN Q Q PRNOAIL.THE CONTRACTOR M L E HELD KMO6ML FOR RLL RON FOR THE MRS"MTALLATOI AD COIRETM Q RED ROK.XL"Yo A ACNE a, THE SLAB SHALL E LEVELED M ASSURED AD AS MI TO VAST SL THE WNIRACION BOLL HOME PWKCTOG NECESSARY TO PREVENT M PROAKS HAS EG ME AND"TER CLAS FOR LARM WIERRLS E ITCH6 BML E ODEKD SQFEENLY AEO Q TLE SO THAT ROK CM PMEG MK THAN%-M.My D--P. CAUSE TO MORA UPTVOOITS ON ADAIKO PRDPERKS MD m OMENS EMPHEM!KOMED OR FOR NNCULTES DOONRKO.RHICx COLD NNE ON SCHEDULE.M SUSSDIMM6 ALL E ACCEPTED BECAME Q FALLNE TO PROPERTY.ADR!MRS!E MTTKD.YEDMTEY,Q AM OIAIALE To EUMnM BEEN FDKSEEAI 1110 BCM M CYIMIAION OM YRAE.WILL MT K KCOOF L THE ORRICMR AND SCOPE Q THE RNX AR ILLUSTRATED IT THE N.M• W SO. K. R THE P AND THE JOB SITE BOLL K PALMING N A I[ASON- LBADRIOIrS ON AAOMD PROPERTIES AND Y COMM PROPERTY. LOS AND MRS TO NRXPHET ND[MILAN THIS ONAAMS ODER ROMAA- ®.R SNNL AM Cd6RDITE A KPRSEMAROM TIMI THE CONTRACTOR TON DEELLD NECESSARY AT THE ARCHITECT HALL E FIMWLD TO THE CO- M. THE CONTRACTOR BML SUBMIT 0L FABRICATION BNP DRMMS.SOPLEA. AR KAi 0O OIK&r ISH DURING G T ERY M NST CTION IIONE Q comwf ClON NLIST MESIO[DOUSED L/RIOMM,TO THEN COMM!. xM CHEOED AND VBRFED ALL ONNTM M TK AD"RENIS NVOLVG RASIE"VOYIs ND RUBBBx pBIO M EIRE C0H6TRWlIOx PFBW. WIANIAOIL a ACCEPTABLE TO PRNEMy OWIEIB. ME THAT K BML TRE REPO M FON ANY DLFpiMOCs MORN. TRACTOR BAER[AO M KOREA M THE BOK.ND rt 6 TO E OOEMlo00 0D f6111PE OSIS FOR M ASCMIfttS KKB M RIOMED AND/OR LOCATED HOOK CRATES CASTORS AD OTHER LMANU BITE MATERIALS OR TRASH THAT AID ACOTONL W~N OR WNLMS ARE 10 E Q EQUAL FOIE ON ORAWNE. THE ARCHITECTS RIVER BML MT E WNSMIKO M M fAON M MIIR MEM A! M EM Q EARN TAMIO"Y. DS,EFHNTH016 I.BEFORE OMPNM NAY "IOVAIL ON OND NP MORRI EACH 1NIOC BI&L TN MSE MEMS A 1"T T&COU L CORRECT E BRMD.E NOR 1"T TNM TTCRS VEy —K06 TME,ANI ED 06POY Q RE EBKATEO"RURAL. E RIR1016$E FOR INE CONSUMER&Q SME.M EXTRA O"E OR OF FI L RBBfTX COORS Tx IK Om ACTION,m M B MRCS M MEMBER.CLOMM PPF AND OCT SAAFM CRISES FUND SPICES MEALY OR DTKA LNCAIED TRM N A IKfUL NBED,OR THE SR. COVOBA ML E ALONG ON ACCOUNT`Q NFDEIIE KTK ACTUAL B FULL SCE ON TME SONE ET&SES TO ANN sT.D TAILS O :Coll NO LBCED THE AND OM/t EAT IN "UTAK. ICON MRD RAME DOCS AD RVLAS SPAOCS WIIISI ASE QM v WILRm BML K,EMM 'S&VAIE'•NESS OMSSDALE,ORCOM MO STOP IT"TO E ROOVG DKKIOM"ME KABXRO"LDCARD ON M WMLIO 06- vrr NMIOS OR AMT ME, THE TO m NOT.DETAILS ON OOP- NOT LOCM M CONTINUUM iRDM KPdfASINST M COOONAVE HE CLO.TRADAND LEFT FRIM NOM ORMOL LOOM PLAYER.TRIM ORPP LEXRNEO6 FOR MM NRF MO(OR RARRG TO M CASES N M AREA KS"TG CRJAOOS RETURN THE ORAINNS AD ASLO CISQIM6 WI "Y E TOR NDICAPOS FOR A FORTRANAUAPQ M AOR BM NOT CARRED OUT NLLy AND RA TORS CIAY1mES Ir0 UIELSONS IONBi C T F R M FRO. FORM BAIL E CORNRG M THE ARCHITECT FOR W16aDI w0 FOR OTHER POSTERS ROLL ARMY THROUGHOUT 10 ALL ELLM PORTIONS ON CONTRACTORS MD bMNFGs SNAL ASOAE KSPo166AITT FOR ALL tABRS CO6IRICICON"TCNX4ONT AND pBT, yAid�-E"TO POM Mo METAL KN MATERIAL "OR CLAAWCAtIDM EFOE PRDttfolHc Tx 1K TRE, [ACCEPT M OMRME SPECIFICALLY MRO.N EVENT CME A TRI [XP[NRy[ a TREK DRAFAAGS. MRMMrT nA CONES EACH.H N CME ROLL E TAE&M TRBFTH Ml TO OMLSDE.M ODRPE PRDOI1Cn"NERVED M MVIP O EXISTING"1EIOIL.MSEKLY OR ITER OR METHOD ROLL E MORED OMI A LESS EXPENSIVE ONE ANO OM- DEFACE FAMED SURFACES.N THE EVENT THAT F SURFACES BECOME POOL!CO My,KCL1b10 ACCESSMM COLONS AND ross4m MEN S ILL Q THE ARO cm GRAMS AND COMRN ARIES AE COK4- COMM RML K FCORD RASED THAM OCKRARED M RUSE OR sFJLE. M. ALL"ROWS SECURED FOR THE PEQOMNLE Q THIS CONTRACT SHALL EFAMCLEM AND ESTOP SUCH BRAES TO THEIR NOOK WIIDITIOL "TORE 6 REOREO.THE WMRACiOR RML RSO!WIMPLES Q M NEMAST AD VENT 6 CABLED FNM ,TKR RL K KORA M F CNLEO E HER, AND OF THE BEST OAQ MINDS DALL S SP OFED. SUBJECT TO THE KOIARD"TOOLS Id AMRDY&. FOR M Al..ANY TNM!INDIAN OR EYEMG TO ON MY OE,RMF O M PROJECT NM EG ESORED ND ETNLEA i01 THE SPECIFIC "TG• MMOVA Q UNE ANOITECT. THE IE Q ULD E SECOHo+NM MATERIALS 6 0 aEJN N ME my UPoK C TN Q EACH 1RAE3 BOK. SHALL E PRDVEO M DOWN BOOM ON AL ORRIS MfMVFA M ITEM MS A D COURANT SPECIFIED.M RBATIIUTI6 SHALL E IN WITHOUT STACLY FORMAN. THE CONTRACTOR SHOLL.IF KO SM NOMI SAMSS.COKTRWMN SNILL MT E PERFORMED IMO SOTULE Q OPERATIONS 6 SPECIFIED A WOR AMISH ORM DRAWOOS M OCTAL OR RLFTLOLE rt THE EXPRESS BOTTOM COMM Q THE ARCHITECT.IF THE SPECIFIED"RAX FACTORY EVWMM M TOM MRS AND DUALITY Q MAEBL9 NO SWM- R CLFM MEM Q M O LO M N RIIp1 PONTIC;AND rK61BM TM HIAA am rDmM m"TLV M ME CONTRACTOR.THE COEN AND M 6 MT MMAEE.THE COINRACTON ARAL POOPOSE M&TERMITE"MOA WIWIP.MTLB&S BML E USED N A CO.OMICE WIPE MWACIORAS SMNL E CO60EKD TYPIGL F011 OTHER ITEM WIIFl1 ME 0R SRECV N- AND ROLL A DIVORCE,S M SPECIFICATIONS,M"FXN ARMED N6IRIICTA016.UPON KOUEST.THE LNRACTWERE RAESTMAM T TO E PERCRKD JUST POUR NDI THE ETA P NT DEF D!FINDING. WORM ARCHITECT. AMID TO E M SNE ERA IIGMH MT CO pERRYITG dl SMQC&LY LITENTURE.IEIFWLORE"TA CTC..N MIDG THAT INS AROLTECT CM BOLL 00 TO THE SIE AND PBTOAU THE KCHA CS N THE USE Q RE THESE MIEM R SATISFACTORY CONDITION iOl PMNIND NO iNSIBIO. MIIIFO RM W SERVE M SN[NK1101L "SLATE THE PROPOSED SUBSTITUTION.F M BBE MT AMUS A "TEAMS ON BML EOPGV6E TIDO USE. P NNIS OEAMM M ms M L x Q TRAIN AND BRMRON FROOM N. Al.MON SOL E OBJECT TO FINAL L CTM M THE ARCHITECT AO L M RWM TO E PERFORM)CONS Q N 0L LRAM.EOP- WRB M IIA1 aL ADNIEKT C016TRW104G THE TK Q ANY OBER NESE ASFAE,BOOM CLE/MC Q FLOORS,THE ATV&Q INT PLASMA. ACCEPTABLE M THE,MEL .. MAY.TOOLS,TRNDPWATICL B UNUM RES"TEMLS.NO SERVICES N CONTRACTOR ON TRIM.THE NECESSARY SORES AND AONCATp TO M M FM THE EXECUTION Q THE MAN TO K PCHFOREO MEAN TIRE COKGACT MRTAL MY AO OTHER EXTRNEGA6"INILS FTU FRESH SUS Lr�O AXIOWMOC TN THESE MRS AD ORABLMS MD RROLAM &L ONER. AFFECTED VOM SPELL AN ACCOMPLISHED AT THE CONTRACTOR AT M RAD- AD FORTHE MWXTUK G TRM6PORMICIV Q ANY Or THE MATERIALS 09 PALMAS BUT NOT WARD IO.VMCFLLME KT&.WOOD* .LASTM MS TK BOLL K g1ANNNEO ION OE RM IE EAR VIIACTWII l ATONB NECESSARY 10 OOSTNCT AND INSTAL COPLER AN N M. NSE ONRL NSE TO DOOR.M RIHES CSTS FOR MMES BLL E OVER• APPLIANCES TO E USED OR SMALEA,THE CONTRACTOR RML D/LOy NO&iv GYPSUM ONWu.YM01DY.CORISER.IEONK'AL AD ELECTRSOP. &L DEFECTS DISCOVERED MARC THE ORRAREE uh-lum ADEIMRO O T DISCOVER THE YOM MIT S AND EQUIPMENT ATM LOCATIONS TME,M THE ARCHITECT DINE TOM CONTRACTORS FAILURE TO ODER SUCH LABOR TN UCAMUT MRL MT MYOPIAS WIPE THE NEM AND IpN.MIMS.MTIWE COMM.me SNFACE RAVEL AFTER PDWOR TO THE,MOR SATISFACTION Al THE COx1RACTOK EXAMINE. B rt 6 NIDKD THAT M GAMI6 NOCK EVEIMDBE WMME "OHMS N A TRAY MONEY. ,MOR M COFLETHON Q M PROJECT.AL ROK ROLL K DOE M FOM LGICTDN INT CORM,G"Llm KMT M NIO OTHER SULM FAST- :I . NO NECESSMN To PIM M EMR, I PRNELY,MTRD6lA KOWSS ARMED N THEM MIME ND SPNL K MTNLED N A KAT ARD n ON OCRKE ASE N ANE. ! O 1 I M FACT THAT EVENT IT NECESSMAY(NERD MR MI K SAECFCXLy L THE STANDARD SRIVFITCO6 Q THE~XT APPROVED FON USE ROANINLNL MYLER N ACCORDANCE NTN M EST TME PRRICIIES. -.- - AOITVOED ON R ANY ITG R "Y E MEMO MY m6TRIED M R THE PROJECT AN HEKM UJE A PAST Q REE MRS WITx M TIME RI LEAVM 0E,FACTORIES AND EOYOR N M OWOO..CLE N NWGT&TOM PANG AD UWMICRY COIKLMN Q M TK N FORCE AND EPEC! M T1IOUON HEKN WI TEN OUT N NULL.EXCEPT THAT IT. MY MRWRls ELNER.D ON TK RIROMEq WxTRMF 10 M OMB• PoIEIKD ACCORDANCE TN TK INTENT Of THESE MRS 0D WARTS 6 HENET' WIFRF.M E M WARMS KORO HIAVdI KMMK.ETTER OMITv"TG- NDS AND SPECIFICATIONS AM APPMVEO BOOP GNINX.EHALL E ROOVG NCLUED. MS 00 ME OMRMSE KAE STRINGENT.TACE MO STKEM!AOM- M M CONTRACTOR AT IM AT EPGSE.AND M SAME SHALL E ROMANS N CLEAN RIO POLISH MA 1LVIDBIIE.ND OMR KT& ENENVS BOLL OONERL Tx ODOR"!EM&S OR RWM SATISFACTORY /0 THE ARCHITECT. f" A CONTRACTOR RML ASO MAORI THE=I OF IF.RM6 M MIA,WIOI 4 DG ML OTHER CLEANED M RIOOED TO TION M SLOIIL AND MAY E DISTURBED. PRONES OVER TO THE Cw[R R A SPOTLESS MAY W Y C0IDITIISL - -� ABBREVIATIONS SYMBOLS-" DM tERMs SYMBOLS- xAALIST OF DRAWINGS STRUCTURAL NOTES JNA' 2/2/22003 _ LEA MArVAAM a' r ® EARN JAC— ELEVATION NISCATOR CM CORK SHEET I win USERS TO RIADNO LAB FOR EROH LOOS AND NDROxIt SMELSKATIO6 11 STEEL IEALTLY CEPA{TE NT a ISss1 m Is A•N RR PLAN L AL STEEL RNLI E AAS IALESS ONETIME MIEU N MESED. IPPLItiA J MARVEL eA&NM ROOM INDICATORA CELLb M CISHTRACfaH SH&L ESLN AO IKTu RAEOIMR SMKO ND MRACp L ANL EXPORTSARESPONDINGRESPONDINGSTESTEELSNAL K COMM E NISSANNISSAN -I M.a My -m AR OOb LM SIMS L M ACCUSED FOR AL SnW 16iA" AND ROOVX TRANS AND BOLL NMN AWI DEfdRED&ARS 4�w. M11AK a KM COEIETE AAAA HAVE SOLE �" FOR LDNOMS M IOL CONCRETE EEA WTED. RIY SECTION HRDCATOR A-AO FAST OG PLL ETALS HM TK 0D SHMl ASPM ALL ERECTS AT 16[HAEME. LACN.IROAD" SWVOO .NEIL TED TH BM SIWORTL AND MW SECOND FLOOR PLM L EVILS MACOS N nCCOBAIOC AN M NINSNL Q STANDARD PRACTICE w MANMKMw Y ABYP"a ® PLTNOW ETM MEATY DRA LUMBER ME, W36lO F. YiN ? •~`mMMI AND EM6 BOLL MEFOGWAS FANIL IGRAE OR BETTER MTTNN�HE�� SI CONCRETE NI mr 7•LNNRI�NTIB�MMMr• ST PANEL AD E •LIOOAOD M PR•DDO IME, A LE,CONCRETE BML ERLON A NYIY WOKSSnSTADIUMAL m u wTi BORA ® BOOS rIRHEO OULAMx LEE MCATdR LAE,PKSSUE 1KAtED CABG BOLL NAME ABA •1000 MAINLAND Q 33M PEAT SR"Ys. Aft.. KVO M 3=M E LTOO.IOD PD.NM •ML CdIO[R BWL E M p11111AED MT LESS 1x0 SX IIID WIIOD MWIMNO s-X- I.AL ONCE LOIEP NEG FOR STRWMX MNLCAllO6 RML E MT ROE TRAM "M HEMI Q COOTER. ur MNr a ® �^� OLEMRDM LR DO CLAS FA.M.S OMAN Y BETTER TH M •AW M AK AD P.CDMIT RAM SHALL CORY TM ACAS S E SMA tr COKKT[EVEN l E •TAODA00 RNEL,LESS CUBAN=NOTED. 1SrM SR. ® ELEVATION SENATOR A.PROM S LRCM IRA CLEMONS KVO WleusrALE srwCn6n 0FOOM "A", T P-N "AM DISPOSAL SYSTEM KIBGs AND rRAdRr OKLFY OR APORD KTX FLUM au FTTNI.S SNu EM ON IAD61OE0 SE. KLOS RESIDENCE I.PROVIDE RTD ROOM OR KOOKS N SOLD LUMBER ISSOWES AT A,00 MT NTCWEK TN KMM SLAB Q MRS i00TLIGs. r MMe s wN DrKIY GOAD O NAORIx NABOB C COBWp AS ACCRED AT XL EARA CELMM ANY OTHER ACpp11OK AW CONTRACTOR MOLL o0U®mB MYOR RBPECTi IOILWaAb NEWTHWOHL SUFFOLK..NY Y O�Aaa sT. ROMA RMDNSMAIDN 00 IOOTR.COCOIGB T ,ARM,. r�iwMM A o�MIR Ms RI ® dr SPACE/N00M EROIATOM Ml SIMM M STAILS BOLL K CONSTRUCTED OF 3 RCx M L I OL ,SHOOED E� TtWD sTUOAN, S Al B.ARLES OR t[MG ABM. 1 .Aiu.a�� `. ® "11 NBILATp O GWR HALAER LPADVDE SOLD KWABD HXDETR AL POIPMAPLM PARMCON BO,Ls 100201 AO DOELE ABn IAKB AL PARALLEL PARTITION B S. NNAM �.Nvt,Mr w�N�ilPNa ® STQI.KT& O BIOOB PANAMA LPROVIDE DOUBLE JOSS HEMOK AND INLETS AT AL LOOT DPFNMGS F/A! AND STARK,IILF.SS OMRUIE MIEi .. IPWI u IPP OVER SLEET i NOTES sr M. W �M raw aur v OCTOBER 2002 �ONr �RAN, CODE COMPLIANCE ENERGY CONSERVATION s ~KArUr w .n .AN OLK� ABM ABX o ALL AND NTELEIa COUNTY. NOT TO SCAE rw • EO DONE OF NEW YORK STAR 02) MIS SIMT# T[PI n -I-INDIGENOUS.CODE Q KB YEAR STAR SUMMIT COMIC NT vE OSjB TE TDP: u CLYATIC ALIO GEOGRAPHIC DESIGN CRITERIA AN PB KEY - PARTITIONS •AMI ASC TW F' OF 0016TAJCDON YINMI WW OOP D LE DA TDP. N 1(NE. EDRF,AK Sn0 Ary SW -DLADr CONSERVATION HpRB1PUCION CODE Q NEB ABOVE STATE YJOOEI ZONE. K Aa. ------_ EMM, To BE KIIDKD DAMON QTYIMPARTMENT OF HEXINGMIOEM&OMLITr BBSEOOR AOONDA KKR TO O LONG SECTIONS POR SPECFC OnGN A•VARIES LOADW BEDO,PMH CDEsd�v EAf1EN6 FROg!`K IENRE EGY TEYGAM NIEOIAALD rf OEPIN F6 - 01 FAB -SORB CH801E11 1,INE CODE Q M TORN Q SWINULD TG M EST Q M HIM I CIEN FIEF ND PRQE84101NL AAIECHExi, IS PSF 1>d B SEVGF ]B' YODMGK MRTDpNATR O Efi. /11A/ gOpG� -VISIONAL MONO OT FTI LIOGLNTERS THE HAIRY O BOOL xM ELM ERNES TO- -MINIMAL 0U ,ETA. t.... -"TIO I FNE PROTECTIVE MSOOIIIEN KMKNn MMAE CONSERVATION CODE Q KM YORE STALK IXDOII APPROACH.S -ILL OMR FEDGX,STAR.MD ARNLY&AIlIHd11i[A IIAMf AA1601CTION KSIOExTMI NRNP ESMN M COMPONENT KKOIMIAIIE PPROML — EASTIIO TO RDHAN OVER THE BORN( PRIVIES BEMMAS KY.E,UC.M.ODS]ID UQOs\DrawingskKLOS C-01.dgn 2/24/2003 2:02:37 PM CESSPOOL AT • ~ a 5%e ADJACENT PROPERTY I i 2/24/2ODS ! 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PROPERTY LeEr / , PB • s •e.ewlre mcaneL. par av / ti�Cl / Y EXISTING `r+a ° EXCAVCEAV�TiIO'L N RHWwEADSE� EN/F GRODSKI RESIDENCE GRATpR , NOpHLSUPPLY BROWN SANDY Low OL SAAov SVv� NEW SUFFOLK,NY NO SSEPSTEM PROPERTY LINE BROWN SANDY CLAY CL R T� . �[8' h{ !'Y^' Y--- wWCIw / � .1.: FG _. .t-'. �'.-, r.�,--: •-,.res '-?n.`..7"rl S2:➢:vICE$ 100201 ' a. S.T WATER STE PLAN ;ON ORA / RATER N BROW .. .'' .. ... .. i Z _f^. . 'J. f / SANDY MAY a a:a: ;•• c._ ;3l Y B / _ ._. ._ . .:� .. DATF ^V3 r ' U. . ( _ OCTOBER soon / CESSPOOL AT • WATER N BROWN FRE .-. 1 AGmCENT PROPERTY TO COARSE SND S11 IAS NOTED Pe SIN SW N• EXPtArS Ti ItEc YEriKS"r _": G, Cli :'FROVAL Pe © SITE PLAN ° SOIL TEST HOLE 1 WNL:raT WELL AT 2 arc:ar,a A0.wZNT PROPERTY Abandonment of existing sanitary system rEBw =[ ON zA ANWAaY zoos to be witnessed by Health Department. A- 01 WoslDr&MngsUCLOS A-01.dgn 2/24/2003 2:01:19 PM r TIx]I N6<r1mIG I<Ori -OxHIN r Tlrpt r " DIMENSION NOTES �ro�olra rN• � o L'f1<I<rR me"K mAnI m r___ 1xQ CUC. All, �Nro�r— •rAw r<wuw au. ppr 2003 }, OIrN<ox IrioYPs xuaAm ra rAwxlvrp inarAro rt<m rMri OWE. I IEIAILLTHH DEPARTMENT enRrwral ra. �.. : Ia.wo1�+ , APPLICATION r / SLIP PUMP SPEC,FICATIONS ..• �/ 1 mAc gsrn0°Kmx Mu / t Mr ANI KAL K • �rT — � 11011 Ml IrK; t r1�ufw ub lw-rat yr^w rf amraiw�rd rsa .1Mt(K ♦ o v OrK AIIaC. al OORi4Yr <�'�MPn10 I Y R IIOI�1 fQr (pn�r0 pKypppp��rp �: {�1I1p p�� lrrrrCl11E1 NIAIClb6 qr!IM r1 frrt< �116rn ra<WNx1Y OGtK� I ]�� I01(bMI1 rbl M -bT.LL Af 46011 �M },Mryp(ro N!Nr 1rx<N KO Cral 111K[MTm Im nf�1JyDATION OETAI PLAN r1 F011 gION OETAI SECTION •ICD►li.rlW. vmY..r C ml.nr ilON DETAN PI AN JrL r-r ••-r r �1 r-r aft R I I A $ I . ..:.......... - - .. "i, $ j - t1 CRAWL SPACE "s'Y 'YY'7L'Y•}'1 w•.�PIER TSECTION Q Elm CELLAR rn WI<v.�rN••.I.1 ' }�' bl I I Nn.1 I �G '"L�cZ. ��1 II \ A iei� ' �11 --[16410 wu_— —I - r < I —' i------ - ----- ( y' p (I r¢rml zomSOF NE`N� r r�rira 'I 1 I I _ I PATRICK ARC -tlt I eREPiNAW • _ � ___ ___J I I rIITECT •• II , t) I _______-__ ___rm -__ 1 , p6ap . . r 1 I a4.�'�•s :h rpAu,o�<-xoxM1 I 'alwlrwalar cox, n�IM . 1 ; os...� :d lO:pM4 I I I nr�rrs - df ". �L" ...El — ... .. .. .. 'I� / roo61I 1T I I I $: Iru '�..• I I 'r"<' I I CRATNWOI.ROAD, • _ ' _ °''�°°tI1° 'an NEW SUFFOLK.NY iK i I aAMW I I CELLAR/ FOONOATKNI $ I I PLAN Aro DETAILS I I :ems _• I • I IF m I r- I � r.a rol<4Ns I ,r�mxc wa I I I OCTOBER 2002 AS NOTED r r tuwrr I I .r•r I I r,� 'a'�1'n� I cox I 1 1 . � . amI p , :'ems % i�$r.ex1 twors.-I ______ __ _______ I s^ Ps SW pe .............................................................. ................_----------- J 8 i mw..r IA - 02 Wos\DrawingsXKLOS A-02.dgn 2/24/2003 3:25:05 PM v� 2/24/2003 HEALTH DEPARTMENT APPILCATION ME 01 OMW MAN too Mpg ��I �Iltlllllllllllllllll�?%_� ■�sq Q Q / / I toWWI I ■� 'If ��L�NYIYIY \ i • o O � � =1=1 - T Q r - � �jl�� 111, i t ll —� =s ni�unununuwwul��rio�mnnuuiwwuununmuuncniunniai� ii";I O ' Y- I I I � I LEST RooLv F j c9"a" I -ti I REO ARcy a".a.ffim,c ' NALL --- ---Z. 5 VIN Win ,!!m "'666 I y Tom---- ------+- [2033 . • •- _ a D�TER ------- --- I R — — OF NE`N ------ — PATRICK u• '' f- I I ARCtWTECT rlv.sm ID 1 I j j .u•R": I I ov... I I I I ❑ I ❑ KLOS RESIDENCE I I I I ORATNWOIL ROAD, NEW SUFFOLK,Nr I I I ItlnozoT _ - - - ------------ --------------- - ---•--------- -J .a . L ® STORMCE SECOND FLOOR PLAN I aM [ ] I '•`a"0i' V Y` AND DETAILS r----MW t i j 1 I jOCTOBER 2002 rISE •+• 1 AS NOTED Pe SWI SIN -----• ndm.n----- ---- -- ---- — -- —• ' ... PB ..........F......................................................... FA— 1 O 0 0 EEOOR PLAN WosoraWngs\KLOS A-04.dgn 2/24/2003 1:05:35 PM SEWL\GE DISPOSAL SYSTEM 2/24/2 ALiERINTE SEWAGE DSPOSN.SYSTEM TOM ICM UNUUM1NAIER CONDITIONS FOR HEALTH DEPARTMENT ONE Tpp TWEE BEDROOM S APPROYEO BY THE SUFFOLK COLNTY OEPIINT1E/If W IFALTHI SERVICES CARBON OF ENYMOMIEMTAL QUALITY. APPLICATION TYPICAL TANK DETAILS OF CONSTRUCTION L A AWN OF A NCIES NFROVED RENFORCW PRECAST CONCRETE BOTTOM AND S RR21 WA.LS. 2. AN APPROVED WEIFORCED PRECAST CONCRETE 6 NCH THICK SLAB TOP N LAWN REAS. 3. OIIOP •TS MUST BE PAWED W FIRMLY FLY ATTACHED. S. FLOW BAFFLEOEM O�ROP i'COIAED.BE b NICHES MK DETAILS OF CONSTRUCTION L USE ONE IO rwYLm WUWP EO PRECAST CONCRETE SEPTIC TANK. 2. E hlB IEE7 O NSMNETER PRECAST CONCRETE LEACHING POOLS. 1 USE 4 RCM DIAMETER APPROVED SEWER PPE THNOUGHO IT IALESS OTHERWISE SPEOVED. 4. THE WASTELPE ENTRANCE TO THE FIRST LEACH NG.POO. SHALL BE AS HCH AS POSSIBLE. 5.L WTERBL SX/LL E COARSE SAO AND GRAVEL. L TOP 6 SEP7IC iM6I SLAB SHALL E BETWEEN Ir AD 24•BELOW FINISHED GRADE. 7. LOCKNO COVER FOR SEPTIC TALK SMALL E FLUSH WITH FNSHED ORAOE. S. TOA OF LEMIC POOL SLOG SIAL BE BETWEEN I`AO H'BELOW FKBHEO WADE- 6 5 \ r._._._._._._._.� ------------------------\% R ARch� 1 II \ War AI LmAION / Gj f�VINPOOL Women gR a MALA i l9 025365 PATRICK I I \ IR414i KL, / I_ I ___ I _ AIRCMTECT I I 1 I 1 1 I I \ O 1 I O I rn TAr LI I E 1 1 \ 1 I � FKLG5 RESIDENCE TNWpL IRON). SUFFOLK.NY T WDISPOSAL SYSTEM PLAN s m.0 100201 �r�RIBHLpp T I -�MWwn AE AI�DGMn mvA SEW SYSTEM ,--.-Al=r r rz W tMN v ra�Ar A�IMv�eirro ND'iW,wl c+Yf NpF(v Rin®f'�:KFi1�pLEmr a � OCTOBER 2002 I IRN ria taiiActF/P.4 INN K I A - M.T.S. I 1 °H Pm ywy..r--Dl WAN I PB SW LIMI m SW PB i ____ _______ ____________ ______ _______ I _--___I — 7 b P - 01 2 m•IQtSPOSAIL SYSTEM \Klos\Drawings\KLOS P-01.dgn 2242003 2:02:17 PM UNDERNWERS CERTIFICATE REWIRED FLOOD ZONE ASO COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION YvN APP ED AS NOTED to lG�ro'n /�-K7 CERTIFICATION OF DATE: 3 aP.t o? `�7 o NAILING 6 CONNECTIONS FEE: ?O� By. o PLUM 9IIING REQUIRED. NOTIFY BUILDING SAM D!EPARTMENT AT Patric //�/--�� r/'�� an Arch —Ti C ALL PLUM.WNS P� 'ro'ASTE FOLLOWING INSPECNC=1,T PM �R THE VIII IIIL. l/\/\��/_I,1 6 WATEPL LCBIEYiNEED I. FOUNDATKMJ . TWO REGINRED \,2:,, �IIL �IIL �I/L �I IL TESTING B[r"l)RE COVERING OCCUPANCY OR FOR H I FR CONCp�E 2. ROUGH • fRAMMG 4'PCUII B NG USE IS UNLAWFUL 3, INSULATION KMftr WITHOUT CERTIFICATE 4. BE COMPLETE FOR aoLk PLUMBER CERTIFICATION ALL CONSTRUCTION SHALL VkI IN 4�N_LEADCONTENTBEFORE OF OCCUPANCY RE WIREMENTSOfTNECODESOFN West hr t 22nd Street New York , New York 10011 t . 212 . 989 . 1123 f . 212 . 80 '7 . 1909 pb - arch@pb - arch . cc� IFICATEOF000UPANCY DESIGN OR YORK STATE. NOTRESPO IE FOR 526 d y e s SOLDER USED IN WATER CONSTRXIIONERRORS. SUPPLY SVSTEM CANNO L.LL EXCEED 2/10 OF 1%LEAD ALL CONSTRUCTION SWII MEET- EQUIREMENTSbFTHE YORK Sl E. ,I PROJECT- KLOS RESIDENCE , GRATHWOHL ROAD , NEW SUFFOLK , NY GENERAL NOTES THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE TRUE INTENT AND 12. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND ACCURATELY 20. THE CONTRACTOR SHALL KEEP THE ARCHITECT INFORMED E T P �F 1 ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH ALL FEDERAL, 7. T �N C MEANING OF THE DRAWINGS AND NOTES TAKEN AS A WHOLE AND SHALL NOT FOR ANY REASON COMPLY WITH ALL THE REQUIREMENTS OF THESE NOTES AND LAYING OUT THE WORK AND FOR THE LINES AND MEASUREMENTS HEREIN. HE OF HIS WORK. NO WORK SHALL BE CLOSED OR CO`�9�PILM) IM Pa' E'FF� SHALL ESTABLISH NECESSARY REFERENCE LINES AND PERMANENT BENCH MARKS INSPECTED AND APPROVED. SHOULD UNINSPECTE Ero'py(ta� t$ 'fIULWN GOOF' STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. AVAIL HIMSELF OF ANY OBVIOUS ERRORS OR OMISSIONS, SHOULD ANY EXIST. DRAWINGS. FROM WHICH BUILDING LINES AND ELEVATIONS SHALL BE TAKEN. HEIGHTS OF ALL CONTRACTOR SHALL, AT HIS OWN EXPENSE, UNCO I�8 rIGONOTWONS C'.F SHOULD ANY ERROR OR DISCREPANCY APPEAR OR: ANY DOUBT ARISE AS TO THE: 13. THE GENERAL CONTRACTOR SHALL COORDINATE AND SUPERVISE THE WORK WORK CALLED FOR "A F.F." INCLUDINIG BUT NOT LIMITED TO SOFFITS, CEILINGS, IT CAN BE PROPERLY INSPECTED AND AFTER SU 1N5� HE-SHALL 2 THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS AS TRUE MEANING OF THE DRAWINGS OR NOTES, THE CONTRACTOR SHALL BRING OF ALL CONTRACTORS AND SUB-CONTRACTORS. HE SHALL BE RESPONSIBLE FOR DOORS, SHALL BE TRUE AND LEVEL (WITHIN A MAXIMUM TOLER- PROPERLY REPAIR AND REPLACE ALL WORK INTERFE ITN. $OL)1HOLDTOWNZBA. REQUIRED BY LAW FOR THE COMPLETION OF THE WORK. SUCH ITEMS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMISSION OF GIVING ALL TRADES SUCH INFORMATION, PLANS OR DETAILS AS MAY BE REQUIRED ANCE OF 1/g" OVERALL THE ENTIRE PROJECT REGARDLESS OF VARIATIONS IN THE NNINGWP� 3 THE SUBMISSION OF A PROPOSAL BY THE CONTRACTOR WILL BE PROPOSAL FOR EXPLANATION OR CORRECTION OF SAME. AFTER THE SUBMISSIONHEIRTHETRACTORSHALL T�W�L OF OF PROPOSAL, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL SUCH SHALL HBE 0 DE EDN SUFFICIENOTLY NAHEAD OF TT ME O O TTHAT WORK CAN PR CEEDS MOREATHAN %B'T N ANY B10' OA1.L BE (LEVELED AS REQUIRED SO AS NOT TO VARY DAMAGE TONEX ST NG IMPROVEMENPROTIDE ONR ADJO NING P TIES �VkI�yQR INS CONSTRUED AS EVIDENCE THAT A CAREFUL AND THOROUGH EXAMINATIONITEMS ON SCHEDULE. NO SUBSTITUTIONS WILL BE ACCEPTED BECAUSE OF FAILURE TO PROPERTY. OWNER MUST BE NOTIFIED, IMMEDIATEL GA-E_70EXISTING THE PREMISES HAS BEEN MADE AND LATER CLAIMS FOR LABOR, MATERIALS OR 8 THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE DRAW- DO 50. 19. c) THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASON- IMPROVEMENTS ON ADJOINING PROPERTIES AND 0 dfG EQUIPMENT REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE AND NOTES. TO INTERPRET AND EXPLAIN THIE DRAWINGS OTHER INFORMA- ABLY NEAT AND ORDERLY CONDITION AND KEPT FREE FROM ACCUMULATIONS OF CONTRACTOR MUST RESTORE DAMAGED IMPROVENT TTHEIR ORIGINAL BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGN- (NGS 14. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS, SAMPLES, WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. CONDITION, AS ACCEPTABLE TO PROPERTY OWNERS. IZED. IT SHALL ALSO CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR TION DEEMED NECESSARY BY THE ARCHITECT WILIL BE FURNISHED TO THE CON- AND FIXTURE CUTS FOR THE ARCHITECT'S REVIEW AS REQUIRED AND/OR INDICATED HAS CHECKED AND VERIFIED ALL QUANTITIES, WORK AND MATERIALS INVOLVED TRACTOR WHEN AND AS REQUIRED BY THE WORK„ AND IT IS TO BE UNDERSTOOD ON DRAWINGS. THE ARCHITECT'S REVIEW SHALL NOT BE CONSTRUED AS AN REMOVE CRATES CARTONS AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH THAT SAID ADDITIONAL INFORMATION OR DRAWINGS ARE TO BE OF EQUAL FORCE FROM THE WORK AREAS AT THE END OF EACH WORKING DAY. 22. DEFINITIONS AND THAT HE SHALL TAKE RESPONSIBILITY FOR ANY DEFICIENCIES THEREIN. INDICATION THAT SUBMITTAL IS CORRECT OR SUITABLE NOR THAT WORK REPRE- "REMOVE"- MEANS TAKE DOWN AND 'DISPOSE OF THE DESIGNATED MATERIAL, WITH THESE DRAWINGS. SENTED BY SUBMITTAL COMPLIES WITH THE DRAWINGS, EXCEPT AS TO MATTERS 5) ELECTRICAL CLOSETS, PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES ASSEMBLY OR OTHER INDICATED ITEM IN A LAWFUL MANNER, OFF THE SITE. 4. BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK, EACH TRADE SHALL SHALL GOVERN SMALL OF FINISH, COLOR, AND OTHER ESTHETIC MATTERS. ACTION NOTED ABOVE DOES AND SIMILAR SPACES WHICH ARE GENERALLY UNFINISHED SHALL BE CLEANED "SALVAGE"- MEANS DISASSEMBLE, DISMOUNT AND STORE ITEMS TO BE REMOVED BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA CHARGE OR 9 FULL SIZE OR LARGE SCALE DETAILS OR DRAWINGS NOT RELIEVE THE CONTRACTOR FROM REPONSIBILITY TO COORDINATE ALL TRADES AND LEFT FREE FROM RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS FOR REUSE IN THE WORK OR TRANSFER TO THE OWNER IN AN AREA DESIGNATED COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL SCALE DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY. DETAILS OR CONDI- AND TO CHECK QUANTITIES AND DIMENSIONS AGAINST CONDITIONS IN THE FIELD. CONSTRUCTION MATERIALS, DIRT AND DUST. DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS: ANY DIS- TIONS INDICATED FOR A PORTION OF THE WORK BUT NOT CARRIED OUT FULLY CONTRACTORS AND ENGINEERS SHALL ASSUME RESPONSIBILITY FOR ALL ERRORS AT THE OWNER. "MATCH"- MEANS TO PROVIDE AND INSTALL NEW MATERIALS, ASSEMBLIES OR CREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONSWHICH ON MAY E FOR OTHER PORTIONS SHALL APPLY THROUGHOUT( TO ALL SIMILAR PORTIONS ON THEIR DRAWINGS. (SUBMIT TWO COPIES EACH.) c) CARE SHALL BE TAKEN BY 'WORKMEN NOT TO MARK, SOIL, OR OTHERWISE PRODUCTS MATCHING THE REFERENCED EXISTING MATERIAL, ASSEMBLY OR FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CON EXCEPT AS OTHERWISE SPECIFICALLY NOTED. IN EVERY CASE A MORE EXPENSIVE DEFACE FINISHED SURFACES. IN THE EVENT THAT FINISHED SURFACES BECOME PRODUCT COMPLETELY, INCLUDING ACCESSORIES, COLORS AND FINISHES. WHEN _ CLARIFICATION BEFORE PROCEEDING WITH THE WORK. ITEM CTR METHOD SHALL BE ASSUMED OVER A LESS EXPENSIVE ONE AND DIM- DEFACED, CLEAN AND RESTORE SUCH SURFACES TO THEIR ORIGINAL CONDITION. MATCHING IS REQUIRED, THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE _ 5. ALL OF THE ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE COMPLI- ENSI��JS SHALL BE FIGURED RATHER THAN DETERMINED BY RULE OR SCALE. BE ALL MATERIALS REQUIRED FOR THE PERFORMANCE IE THIS CONTRACT SHALL BE NEW AND OF THE BEST QUALITY 0 KINDS SPECIFIED, ALL SUBJECT TO THE REQUIRED MATERIALS FOR APPROVAL. MENTARY AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED 10 THE PROJECT HAS BEEN DESIGNED AND DETAIILED FOR THE SPECIFIC MATER- APPROVAL OF THE ARCHITECT, THE USE OF OLD OR SECOND-HAND MATERIALS IS d) CLEAN UP IMMEDIATELY UPON COMPLETION OF EACH TRADE'S WORK FOR BY ALL. ANY WORK SHOWN OR REFERRED WILL ON ANY ONE DRAWING (ALS AND EQUIPMENT SPECIFIED. NO SUBSTITUTIONS SHALL BE MADE WITHOUT STRICTLY FORBIDDEN. THE CONTRACTOIgM SHALL, IF REQUIRED, FURNISH SATIS- 23. CONSTRUCTION SHALL NOT BE PERFORMED UNTIL SCHEDULE OF OPERATIONS SHALL BE PROVIDED AS THOUGH SHOWN ER ALL DRAWINGS. WHENEVER AN ITEM THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. IF THE SPECIFIED MATERIA(_ FACTORY EVIDENCE AS TO THE KIND ApD QUALITY OF MATERIALS AND WORK- e) CLEAN AREAS OF THE BUILDING IN WHICH PAINTING AND FINISHING WORK HAS BEEN FORMULATED JOINTLY BY THE CONTRACTOR, THE OWNER AND THE IS SPECIFIED AND/OR SHOWN ON THE DRAWINGS BY DETAIL OR REFERENCE IT IS NOT AVAILABLE, THE CONTRACTOR SHALL PROPOSE AN ALTERNATE MATERIAL MANSHIP. MATERIALS SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S IS TO BE PERFORMED JUST PRIOR 1T0 THE START OF THIS WORK, AND MAINTAIN ARCHITECT. SHALL IF CONSIDERED TYPICAL FOR OTHER ITEMS WHICH ARE OBVIOUSLY IN- AND ,THREE PROVIDE DRAWINGS, SAMPLES, SPECIFICATIONS, MANUFACTURER'S PRINTED INSTRUCTIONS UPON REQUEST,1THE MANUFACTURER'S REPRESENTATIVE THESE AREAS IN SATISFACTORY COMDITION FOR PAINTING AND FINISHING. TENDED TO BE THE SAME EVEN THOUGH NOT SO DESIGNATED OR SPECIFICALLY LITERATURE,PERFORMANCE DATA, ETC.. IN ORDER THAT THE ARCHITECT CAN SHALL GO TO THE SITE AND INSTRUCT THE MECHANICS IN THE USE OF THE NAMED BUT DO SERVE THE SAME FUNCTION. EVALUATE THE PROPOSED SUBSTITUTION. IF THE SUBSTITUTION AFFECTS A MATERIALS OR SHALL SUPERVISE THEIR USE. f) THIS CLEANING INCLUDES THE REMOVAL OF TRASH AND RUBBISH FROM 24. ALL WORK SHALL BE SUBJECT TO FINAL INSPECTION BY THE ARCHITECT AND BOR EQUIP- CORRELATED FUNCTION, ADJACENT CONSTRUCTION„ OR THE WORK OF ANY OTHER THESE AREAS, BROOM CLEANING OF FLOORS, THE REMOVAL OF ANY PLASTER, ACCEPTANCE BY THE OWNER 6. THE WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LA CONTRACTOR OR TRADE, THE NECESSARY CHANGEES AND MODIFICATIONS TO THE 16. FOR THE EXECUTION OF THE WORK TO BE PERFORMED UNDER THIS CONTRACT MORTAR, DUST AND OTHER EXTRANEOUS MATERIALS FROM FINISH SURFACES, ' TRANSPORTATION, SUPPLIES, FEES, MATERIALS, AND SERVICES IN AFFECTED WORK SHALL BE ACCOMPLISHED BY THHE CONTRACTOR AT NO ADD- AND FOR THE MANUFACTURE OR TRANSNRTATION OF ANY OF THE MATERIALS OR INCLUDING BUT NOT LIMITED TO, MISCELLANEOUS METAL, WOODWORK, PLASTER, 25. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER FINAL�INSPECTION. ACCORDANCE TRA ACCORDANCE WITH THESE NOTES AND DRAWINGS AND PERFORMING ALL OPER- ITIONAL EXPENSE TO OWNER. NO REQUESTS FOR SUBSTITUTES WILL BE ENTER- APPLIANCES TO BE USED OR INSTALLED,THE CONTRACTOR SHALL EMPLOY ONLY GYPSUM DRYWALL, MASONRY, CONCRETE, MECHANICAL AND ELECTRICAL - ALL DEFECTS DISCOVERED DURING THE GUARANTEE PERIOD SHAL4 BE REPAIRED ATIONS NECESSARY TO CONSTRUCT AND INSTALL COMPLETE AND IN SATISF SCT- TANNED BY THE ARCHITECT DUE TO THE CONTRA(CTOR'S FAILURE TO ORDER SUCH LABOR THROUGHOUT AS WILL NOT INTERFERE WITH THE SPEEDY AND MENT, PIPING, DUCTWORK, CONDUIT, AND SURFACES VISIBLE AFTER PERM TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENS DRY CONDITION THE VARIOUS MATERIALS AND EQUIPMENT AT THE LOCATION MATERIALS IN A TIMELY MANNER. UNINTERRUPTED COMPLETION OF THE PROJECT, ALL WORK SHALL BE DONE BY FIXTURE INDUCTION UNIT COVERS, GRILLES, REGISTERS AND OTHER SUCH FIXT- - SHOWN. IT IS INTENDED THAT THE DRAWINGS INCLUDE EVERYTHING REQUISITE MECHANICS SKILLED IN THEIR TRADE AND SHALL BE INSTALLED IN A NEAT AND URES OR DEVICES ARE IN PLACE. _ "A`�ED ARC'S'/p WORKMANLIKE MANNER IN ACCORDANCE WITH THE BEST TRADE PRACTICES. ,' AND NECESSARY TO FINISH THE ENTIRE WORK PROPERLY, NOTWITHSTANDING 11. THE STANDARD SPECIFICATIONS OF THE MANUFACTURERS APPROVED FOR USE �5 IN F THE FACT THAT EVERY ITEM NECESSARILY INVOLVED MAY NOT BE SPECIFICALLY IN THE PROJECT ARE HEREBY MADE A PART OF 'THESE NOTES WITH THE SAME g) LEAVING ALL FIXTURES AND EQUIPMENT IN AN UNDAMAGED, BRIGHT, CLEAN �1 r MENTIONED OR SHOWN. ANY ITEM WHICH MAY BE REASONABLY CONSTRUED AS FORCE AND EFFECT AS THOUGH HEREIN WRITTEN OUT IN FULL, EXCEPT THAT 17. ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAW- POLISHED CONDITION. INCIDENTAL TO THE PROPER AND SATISFACTORY COMPLETION OF THE WORK IN WHEREVER THE DRAWINGS REQUIRE HEAVIER MEMEBERS, BETTER QUALITY MATER INGS AND SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED ACCORDANCE WITH THE INTENT OF THESE NOTES AND DRAWINGS IS HEREBY BY THE CONTRACTOR AT HIS OWN EXPENSE, AND THE SAME SHALL BE REPLACED h) CLEAN AND POLISH ALL HARDWARE, AND OTHER METAL WORK. I '' JI!', - 3 (ALS OR ARE OTHERWISE MORE STRINGENT, THESE: MORE STRINGENT REQUIR- WITH OTHER MATERIALS OR WORK SATISFACTORY TO THE ARCHITECT. THE I ,I __ Y INCLUDED. EMENTS SHALL GOVERN. 25365 Jpfi CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING THE WORK WHICH i) DO ALL OTHER CLEANING AS REQUIRED TO TURN THE BUILDING AND (--- '9T MAY BE DISTURBED. PREMISES OVER TO THE OWNER IN A SPOTLESS AND ORDERLY CONDITION. - - " "i.n— FOF Ni REVlSlpNS ABBREVIATIONS SYMBOLS-MATERIALS SYMBOLS-DRAWING LIST OF DRAWINGS STRUCTURAL NOTES a4rE ocscar?rrav 2/24/2003 EACH AT JET. JOIST owo uo. C-01 COVER SHEET & NOTES 1) REFER TO BUILDING PLANS FOR DESIGN LOADS AND ADDITIONAL SPECIFICATIONS 4) STEEL HEALTH DEPARTMENT A.F.F. EACH Flws"E0 FLOOR JT. JOINT / EARTH ELEVATION INDIOCATOR a. ALL STEEL SHALL BE A36 UNLESS OTHERWISE NOTED OR SPECIFIED. JT. LAVATORY �"`T "° A-01 SITE PLAN 2) THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE `.SHORING AND BRACING E. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE 60 MINIMUM APPLICATION ADM. ALUMINUM LOC. LOCATION Lwc No ARCH'r BOARD L.P. OW POINT GRAVEL � BUILDING SECTIOON INDICATOR A-02 CELLAR/ FOUNDATION PLAN, DETAILS, AND AS REQUIRED FOR ALL STRUCTURAL INSTALLATION AND ES COAL SEE BY AND SHALL (ASTM AONCR DEFORMED BARS. BUILD003ING Bo. BOARDO o o alar xo HAVE SOLE RESPONSIBILITY FOR ALL DAMAGE OR INJURIES SiE. D BY c. ALL CONCRETE REINFORCING SHALL BE WELL DETAILED, CAREFULLY BUILDING DEPARTMENT BLDG. BLOCK MAS MATERRL FIREPLACE PLANS, ELEVATION, AND SECTION ELK BLOCK MAT. MAXIMUM THIS WORK AND SHALL REPAIR ALL DEFECTS AT HIS EXPENSIE. PLACED, RIGIDLY SUPPORTED, WELL TIED WITH BAR SUPPORTS, AND BOT BLOCKING MAX MAXIMUM SECTION INDICA\TOR APPLICATION BOT BOTTOM MECH MECHANICAL � REIN. CONCRETE A-03 FIRST FLOOR PLAN, DETAILS, AND DOOR SCHEDULE SPACED IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE CAB. CABINET MTL. MET& 3) WOOD (ACI 315-657 6/3/2003 CEM. CEMENT MIN MINIMUM ® e-f ) DETAIL INDICATOR A-04 SECOND FLOOR PLAN, ROOF PLAN, AND WINDOW SCHEDULE CMU CONCRETE MASONRY UNIT M.G. MASONRY OPENING PLYWOOD N a. ALL LUMBER USED FOR DOUGLAS JOISTS, FLOOR JOISTS, RAFTERS, HEADERS, BUILDING DEPARTMENT CPT CARPET MTD MOUNTED ---- A-04.5 FIRST FLOOR, SECOND FLOOR, AND ROOF FRAMING DIAGRAMS AND BEAMS SHALL BE DOUGLAS FIR, NO. 1 GRADE OR BETTER WITH 5) CONCRETE C.T CERAMIC TILE NAT, NATURAL 1 AND PERGOLA DETAILS FB - 1000 PSI. MIN. AND E - 1,700,000 PSI. MIN. o. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH APPLICATION Al CAT. CEILING HEIGHT N.I.C. NOT IN CONTRACT CLc CLOSE No. NUMBER WOOD FINISHED (q)---{ — COLUMN LINE INDICATOR A-05 EXTERIOR ELEVATIONS b. ALL PRESSURE TREATED LUMBER SHALL HAVE FB 10(00 PSI. MIN. AND b. ALL CIT PSI AT 28 DAYS. CL CLOSET Nrs. NOT To SCALE "`�� III E - 1,700,000 PSI. MIN. h. ALL CONCRETE SHALL BE AIR ENTRAINED NOT LESS THAN 5% AND COL. COLUMN O.C. ON CENTER c. ALL OTHER LUMBER USED FOR STRUCTURAL APPLICATIONS SHALL BE NOT MORE THAN 77 BY VOLUME OF CONCRETE. CONC. CONCRETE OPG. OPENING A-06 BUILDING SECTIONS AND DETAILS CONST CONSTRUCTION PART. OPENING PARTITION WOOD BLOCKING DIMENSION LINE: DOUGLAS FIR, NO. 2 GRADE OR BETTER WITH FB 900 P'SI. MIN. AND c. CEMENT RATIO SHALL COMPLY , WITH ACI 318 © COPYmc"T 200Y- CONTR. CONTRACTOR PI VWD. PLYWOOD A-07 BATH AND KITCHEN PLANS AND ELEVATIONS E - 1,600,000 PSI. MIN. UNLESS OTHERWISE NOTED, . DET. DETAIL P.S.I POUNDS PER SQUARE INCH DIA DIAMETER R STAR RISER d. PROVIDE 2 INCH MIN. CLEARANCE BETWEEN COMBUSTIBLE STRUCTURAL 6) FOOTINGSFRa"r AsI DIM DIMENSION REF. REFRIGERATOR/REFERENCE ® CONCRETE BLOCK ELEVATION INDIICATOR ME-01 CELLAR, FIRST & SECOND FLOOR MECHANICAL & MEMBERS AND MASONRY CHIMNEY OR APPROVED METAL (FLUES. a. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. ' KILOS RESIDENCE ON DOWN REG'S REGULATIONS ELECTRICAL PLANS e. PROVIDE WOOD BRIDGING OR BLOCKING IN SOLID LUMBER ASSEMBLIES AT b. 00 NOT INTERFERE WITH BEARING SPLAY OF EXISTING FOOTINGS. DWG(S) ORAWINGI51 REI.A REINFORCING EA EACH RRETURN AIR GYPSUM BOARD © P-01 SEWAGE DISPOSAL SYSTEM 8 FEET ON CENTER MAXIMUM. c. CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT OF POOR SOIL GRATHWOHL ROAD, ELEC. ELECTRIC REO-D. REQUIRED NORTH ARROW EL/ELEV. ELEVATION RM Roots f. PROVIDE FIRE BLOCKING AS REQUIRED AT ALL WALLS, CEILINGS, AND OTHER CO D TIOTI AND/ DI DAMAGED, DEFECTIVE OR SUSPECT FOUNDATION NEW SUFFOLK; NY EXIST ExISTMG SCHED. SCHEDULE ® CONCEALED SPACES. AND FOOTING OONDITIONS DISCOVERED E.J. EXPANSION JOINT SECT. SECTION RIGID INSULATION IUT� SPACE/ROOM DESIGNATION El(T. ExTER1oR SIM. SIMILAR C3._nu No Pu g. ALL INTERIOR STUD WALLS SHALL BE CONSTRUCTED OF 2 INCH BY 4 INCH zii EXTERIOR FINISH/FINISHED Scwo soup CORE WoaO DDDR h' ' WOOD STUDS AT 16 INCHES ON CENTER MAX. -Err AV FIN. FIXTURE SPECS. SOLID CREW O h. PROVIDE SOLID BLOCKING UNDER ALL PERPENDICULAR (PARTITION WALLS FL. FLOOR STD. STANDARD ® BATT INSULATION DOOR NUMBER 100201' _ F.R.G.Ws. FIRE RETARDENT GYPSUM STRUCT. STRUCTURAL ? AND DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WAILLS. WALLBOARD SUSP. SUSPENDED ® �� i. PROVIDE DOUBLE JOISTS, HEADERS AND TRIMMERS AT ALL FLOOR OPENINGS FT. FOOT/FEET SW SWITCH STEEL, METAL Q WINDOW NUMBER r TIrzE F.P. FIREPROOF TE. TOILET EXHAUST it J,i 3 AND STAIRS, UNLESS OTHERWISE NOTED. COVER SHEET $t 'NOTES FPSC FIREPROOF,SELF-CLOSING TLC TONGUE L GROOVE �I: ✓� GA GUAGE T.O. TOP OF ® BRICK 1 GAV GLADE EO THIN. THICKNESS/THICK l �y „ GL. GLASS TYP. TYPICAL G Q G.W.B GYPSUM WALLBOARD Ul UNDERWRITERS LABORATORY —_ ___ - OCTOBER2002 GYP. GYPSUM VCT VINYL COMPOSITION TILE / __ HCWD HOLLOW CORE WOOD DOOR V I.F. VERIFY IN FIELD / �`�` ' HDCP HANDICAPPED VI..C. WAKINaosEr ENERGY CONSERVATION �� `� scAtE HDWR HARDWARE W.C. WATER CLOSET CODE COMPLIANCE \/� �`�' ,�^'^� NOT TO ;SCALE HVAC HEATING VENTILATION AND W/ WITH / HORIP. HARIZCONDITIONING Wo WITHOUT COUNTY: SUFFOLK _ \ HT. HEIGHT W.H. WALL HUNG ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH; WINTER DESIGN DRY-BULB TEMP., . 11 ` - H.P. HIGH POINT W.P. WEATHERPROOF -BUILDING CODE OF NEW YORK STATE (2002) - SUMMER DESIGN DRY-BULB TEMP.: 83 I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA INSUL. INSULATION W.R. WATER RESISTANT COINCIDENT WET-BULB TEMP.: 74 WWM WELDED WIRE MESH -RESIDENTIAL CODE OF NEW YORK STATE (2002) , -ANSI/ AF&PA WOOD FRAME CONSTRUCTION MANUAL (2001) HEATING DEGREE DAYS: 5750 .. SUBJECT TO DAMAGE FROM -ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (:2002) ZONE; 118 GROUND WIND SEISMIC WINTER ICE SHIELD, HAZARDS KEY - PARTITIONS cn<cAEoer, -PB., -SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LOAD CATEGORY DEPTH ,Y HAZARDS -------------- -DIVISION UN ENVIRONMENTAL QUALITY HSE AND SUBSEQUENT ADQIENDA) R SPECIFIC DESIGN 'R' VALUES /� SNOW SPEED (MPH) DESIGN WEA',THERING' FROST LINE TERMITE +� DECAY , p pE51GN UINDERLAYMENT TEMPERATURE REQUIRED ' . ING AV EXISTING TO BE REMOVED TO THE BEST OF MY KNOWLEDGE, 45 PST 120 B SEVERE 36° MODERATE SLIGH�MODERA - NATIONAL HBOARD OF FRE UNDERWRITERS THE TOWN OF SOUTHOLD THEE PROD BEDDWORKEHAS BEEN DESIGNED YORK STATE (2002) CHAPTER 5, TE it DEG. REQUIRED - A,E. � . 'y�-'„- _ -ZONING 'BELIEF AND PROFESSIONAL JUDGEMENT, I TO TO PROPOSED -NATIONAL FIRE PROTECTIVE ASS4CIATIONREgUIREMENTS RICK , NERVATION CODE -ALL OTHER FEDERAL, STATE, AND!MUNICIPAL AUTHORITIES HAVING JUMI SDICTION /BU INC DESIGN BY COMPONENT PERFORMANCE APPROACH, �\ +' OVER THE WORK ( i ' A. `` ' EXISTING TO REMAIN NNAN 11'I',IN.Y.S. LIC, NO. 025365 l��_��.�� ►'ii/�„I�..,,.y�� _ � ;i I; KlDs UrawmgR KLOB C-Of.tlgn 5 30/2003 f0 d6'.39 AM ! - 't 11111 I 1 CESSPOOL AT • r,><v!slaus ADJACENT PROPERTY Ld9rE LE•-SCRIPllgV " SITE WORK SEECIFICATIONc 5/12/200,3 L PROVIDE PROTECTIONS NECESSARY TO PREVENT 7. REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE BUILDING DEPARTMENT DAMAGE TO EXISTING IMPROVEMENTS. PROTECT IMPROVEMENTS AS NECESSARY TO FACILITATE NEW APPLICATION 100'-0" WELL AT IMPROVEMENTS ON ADJOINING PROPERTIES AND ON CONSTRUCTION, SAW-CUT EDGES OF EXISTING PAVEMENT /IVENTS PROPERTY RESTORE OPTIONED IMPROVE- WHERE REQUIRED. 6/3/2003 I ADJACENT PROPERTY MENTs io THEIR ORIGINAL CONDITION, as � - / ACCEPTABLE TO PROPERTY OWNERS. B. LOCATE AND VERIFY LOCATION' OF ALL UTILITIES PRIOR BUILDING DEPARTMENT / TO COMMENCING WORK. DO NOT INTERRUPT EXISTING APPLICATION. CESSPOOL AT • % 2. PROTECT EXISTING TREES AND OTHER VEGETATION UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER REVISED ENTIRE SHEET. INDICATED TO REMAIN IN PLACE AGAINST UNECESSARY EXCEPT WHEN PERMITTED IN WRITING BY THE ARCHITECT ADJACENT PROPERTY I / CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY OR BRUISING OF BARK, SMOTHERING OF TREES BY SERVICES HAVE BEEN PROVIDED. PROVIDE A MINIMUM OF II / STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED 48 HOURS NOTICE TO THE ARCHITECT AND RECEIVE MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING / GUARDS UA DSTAO PROTECT TREES AND VEGETATION TO BE ANY UTILITY.000ROINATE WITH UTILITY COMPANIES TO I ) SHUT OFF SERVICES IF LINES ARE ALIVE. N / E ROSS RESIDENCE 3 REMOVE TREES, SHRUBS, GRASS AND OTHER 9. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS VEGETATION, IMPROVEMENTS, OR OBSTRUCTIONS AS WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FOOT OR USES WELL WATER SUPPLY '\ / REQUIRED TO PERMIT INSTALLATION OF NEW UNTIL SAITSFACTORY SOIL WITH SUITABLE BEARING AND INDIVIDUAL SEPTIC SYSTEM \ 50 CONSTRUCTION. CAPACITY IS REACHED. I (EXISTING) 4. STRIP TOPSOIL TO WHATEVER DEPTHS 10. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, \ / 40'- ENCOUNTERED IN A MANNER TO PREVENT INTER- FREE FROM IRREGULAR SURFACE CHANGES. PROVIDE A 25'-4" (EXISTING) \ / +/- 102^«/_ MINGLING WITH UNDERLYING SUBSOIL OR OTHER SMOOTH TRANSITION BETWEEN EXISTING ADJACENT 74 , (PROPOSED) OBJECTIONAL MATERIAL, STOCKPILE TOPSOIL ON GRADES AND NEW GRADES.CUT OUT SOFT SPOTS, FILL 64'-1p^ PROPOSED) 0 (EXISTING) \� / 43'-9" (PROPOSED) 35'-p', SITE FOR FUTURE USE. REQUIRED SURFACE TOLERANCES. / ( R LOW SPOTS, TRIM HIGH SPOTS TO CONFORM TO / ! MINIMUM 5 REMOVE HEAVY GROWTHS OF GRASS FROM MINIMUNIMU /\ / REAR YARD AREAS BEFORE STRIPPING, WHERE EXISTING TREES 11. SLOPE GRADES TO DIRECT WATER AWAY FROM M ' FRONT YARD SETBACK ARE INDICATED TO REMAIN, LEAVE EXISTING TOPSOIL BUILDINGS AND TO PREVENT PONDING. J ' SIN PLACE WITHIN DRIP LINES TO PREVENT DAMAGE SETBACK \ / �" TO ROOT SYSTEM, 12- SEED DAMAGED AND GRADED AREAS. PROTECT SEEDED AREAS FROM EROSION AND TRAFFIC. WATER AND \ / PROPERTY LINE 6. COIMPLETLY REMOVE STUMPS, ROOTS AND OTHER MAINTAIN SEEDED AREAS UNTIL GRASS HAS GERMINATED. EXISTING DEBRIS PROTRUDING THROUGH GROUND SURFACE. / TO REMAIN FILL DEPRESSIONS CAUSED BY CLEARING OPERATIONS 24" DIA. TREE WITH SATISFACTORY SOIL MATERIAL. S 7402914011 E 150 . 0 ' N ;SIDE YARD- 4 5 6 7 8 SETBACK LINE 9 ', 10 — — --------------- --- — — — — — — — — — — — — — —' —,----- —-—-—-— — — — -- ---- — -- --------- --------------- --------1 O J Z O o >Q O I i \` // I � ZONING i FAMILY NON- N a _ m I / \ , , i DETATCHED CONFORMING EXISTING PROPOSED w o z wo w L i `\ / DWELLINGS LOTS O I REQUIREMENTS,MINIMUM 1 0 0 -�-- - -- --- ` Y ----- - ---- Lar SIZE (Sq FT) 40,000 LESS THAN 11,250 11,250 I i EEmo XISTINIG \ 1 20,000 N N i I TO REIMAIN I ,� - LOT WIDTH (FT) 150 - 75 75 TEST--7 20" DIlA TREE ! I I HOLE i i i \ I COQ i O LOT DEPTH (FT) 175 150 150 c�-0 I VACANT LAND FRONT YARD SETBACK (FT) 50 35 74.0 64.83 �- I ' `��(" I ° SIDE YAnSETHACK T> PROPOSED � /I �D � 15 10 1.0 & 25.75 15.0 5 16.5 I L1J i _ I I 4--1 I \��L� � i (�I BOITH SBACK (FT) 35 25 46.75 31.5 - I I- - - ' I I �� REAR Y (FTIAI_T R T-F0N�-/Fr �� \` I (n50 3550.0 40.88 O - R E G O S] I RUG ION 01 I LIVABLE (SQ FT 850 - 770 1,612 II �� I \ PER ) L-- YL_ i 6 EXISTING DWEL ING Z o o i I - ELEV:—J I II I' �W TH DDITION E6.5 I 11 I PROPOSED WELL MAXIMUM PERMITTED D IME NSIONS: m a Loi COVERAGE-(/.) )N SECQ D - STORY EXISTING 20 20 11.1 14.4 ILL By euuLOwc HEIGHT (FT) 5 F . �EEU , �� ABANDONEDA EXISTINGCESSPOOLS 35 35 13.5 19.25 A TO BE ABANDONED I ( 1 NUMBER OF STORIES 21/2 21/2 1 2 EXISTING DRYWELL a TO REMAIN FRONT YARD SETBACK LINE `I T (� I PROPERTY LINE ,jj, R DIP/ O S E L�p " �.`_ ` - 'I, + E X S N I BASED UPON SURVEY BY NOTE THE SURVEY IS THE BEST INFORMATION CONCERNING \ U E C K/ PORCH G --� 'z STORY I STANLEY J. ISAKSEN JR. EXISTING AND PROPOSED SITE CONDITIONS IN THE POSSESSION Z -- — \ ELEV: - _ 1 P.o. BOIX 294 OF THE OWNER, BUT THE OWNER AND OWNER'S AUTHORIZED \ _ - - NEW SUFFOLK, NY 11956 REPRESENTATIVES ASSUME NO RESPONSIBILITY FOR THE z I �___ _ _ - -- -_ 8.75_ GA AGE CORRECTNESS OF THE SURVEY INFORMATION AND MAKE NO w 1 ___ _ __ _ _ I 631 734 5835 X N i \� /' �^ REPRESENTATIONS REGARDING THE ACTUAL SITE CONDITIONS F . E L E V • 9 . 5 I REVISED FEBRUARY 1, 2003 PATRICK Y i ` THAT MAY EXIST. B R E N N AN o b Dia i PROPOSED GRAVEL \ �� 7 ip - �2 m _ DRIVEWAY \, - - - - - - - - - - - a NNS I k / eA TAX MA1P* /2.0 T 100x-n7-02-012 i 5 -_-_-_i%?.-_-_-_-_-_-_ -_- -_-_-_-_7_- .-_-_-_-_-8_ _-_-_-_-_-_-_- ---I''-_-_-_-_ 9_-_-_-_-_-_-_-_-_ ELEVATIONS REFERENCE 1929 NGVD. / 0 5365' OQ NOTE: 4 I — — N 74 ° 29 ' 40 " W i 150 . 0 ' \` o TFOFNENJ 200' «/- TO / \ PROPOSED BRICK SALTWATER WETLANDS i �\ PAVING WITH OPEN NEW YORK, NEWG YORKEE10o11 FROM WESTERLY j `\ PERGOLA ABOVE 2129991123 PROPERTY LINE i `\ PROPERTY LINE © COPYRIGHT 2002 i Prn,�cr M4Ati i N / F GRODSKI RESIDENCE EXISTING GROUND KLOS RESIDENCE j USES WELL WATER SUPPLY GRANEW SU�FO KHL �NOY BROWN SANDY LOAM OL / AND INDIVIDUAL SEPTIC SYSTEM / 2' / , BROWN SANDY CLAY CL '9w.Fcr An , / , 100201 5.1' WATER nrzE - / WATER IN BROWN SITE PLAN SANDY CLAY CL OCTOBER 2002 / CESSPOOL AT • WATER IN BROWN FINE SC KE - ADJACENT PROPERTY TO COARSE SAND SW - 1"=10'-0" i 1 cstu4£o erw pp S W 14' sw SITE PLAN loo`0" P8 ® � SOIL TEST HOLE N scALe 1"-10'-0^ WELL AT 2 amowlnc no ADJACENT PROPERTY SCALE N.T.S. TEST HOLE DONE BY n T, {� TEST HOLE GDOSCIENCE ON 24 JANUARY 2003 H I\�.//\ i Klos Drawings KII A-01 Ogn 5/30/2003 10'45 15 AM T ' PEVJSJL3V5 12"44" CONC 04re, LL�SCRlPT/dy o CHIMNEY PCHIMNEY POT SPECIFICATION FoorlNc cBELow) CMOT 5/12/2003EPARTMENT 13"x13" CHIMNEY POT SHALL BE AS DISTRIBUTED FROM. BUILDING D RECTANGULAR FLUE SUPERIOR CLAY CORPORATION. APPLICATION" UHRICHSVILLE, OHIO 44683 6)/3/2003 q" p_6 WATERPROOFING = CEMENT WASH (TEL) OD 848 6166 (FAX) 740 922 8626 BUILDING DEPARTMENT --VENT E-MAIL mcclove0superlorcicy,com APPLICATION. 4" CMU "STYLE c TOP 13^zt3° x 24" TALL, REVISED ,ENTIRE SHEET. L --------------- 1�4BRIC:K VENEER _____ _ 8" CONC. q.. P_6" -- - FOUNDATION WALL RIDGIE- SINGLE (2) •5 DOWELS. EMBED LVL AND EPDXY INTO E.T.R. B" THICK EXISTING CONIC, CMU FOUNDATION WALL FOUNDATION (BELOW) n FOUNDATION DETAIL PLAN � SLALE � . 1•-0" A02 PIERSNL GEM A2 BRICK of VENEER IL FP @ SLOG. f VENT 5'-0" � FLUE LINING f VENT 13"x13" 43'-51/z" 21_6„ 2,_8„ 25'-4" g,-21 2pl 4" CMU 1�_2�� 2'-8" 5'-0" { BI/z" 3'-8" 8" CONC. WALL W/ SLOPED o •5 VERTICAL AND CHIMNEY B"X10" REINF. CONIC ro m m TONVENT AT BRICK 10"x12" DOOR 4 HORIZ. BARS TIE BEAM ON EXISTING iv B ASHPIT A-05 0 16" o.c (TWP.) � iv � � .�.' K CMU WALL (TYPJ COURSE T 4 FOUND. _ __ ______ 8"x76" AIR VENT C A-02 C A-02 ':;. (ABOVE) ' ELEV: 10'-4" -I W/ INSECT SCREEN SIM FHOLD �o COUPLER -ITTr22 - - y f Imo -T--- -� - -I BOL OEXT EXTENSION 8"zi6" . . x SIMPSON- -HT T22 HOLDOWN W/ GN W i� /e I w a •CN W COUPLER COUPLER NUT AND _I o L NUT AND ANCHOR I ANCHOR BOLT EXTENSION -- - AIR VENT m 2"x101" CEILING JOIST'- .o T.O. FOOTING = - W1 INSECT SCREEN - - J W/ INSECT SCREEN m R 30 o.c. W/ a iO - o - BAC. INSULATION e m n ELEVF-O ONG Vo�� -F--CRAW--- ' 1 N A SONG W- •HTT22 - Ear ED — iHRouc PENNcI CRAWL -- evENr HOLDowN w/ ELEV 5'-DI/z'I- - W6 SPACE •CNS/eW COUPLER R MAINTAIN 1 MIN, _ _ ao FOUND. WALL FIRESTOP STUD WALL (BELOW? .. /2".,"_-,-_______ y _____ (ELEV.: e'-1") _r- _ NUT AND ANCHOR SEPARATION _ ______ T == m BOLT EXTENSION LPIER - - - - I - -- =--- — — — ' ` L COL. - - �.�_ »�+�__ - 3'f - --------- Ti °J 7.0. FOUND. ET.LEV: TIE BEAM ELEV: 9'-41/z° ELEV 10'-4" -1- - 12" DIA CONIC. 1O N A-05 '� j�I PIER REINF. W/ I --- - SLOPED i�------_-.-_-_CARR__ -_-._-_ -----_-_ _M1L__J_ _-I 12" THICK CONIC. (ELEV.: B .'. 1 CEILING FACE --.---_-_- _ __ _ _ 1 (2) •5 VERT BARS PIER - CRAWL S CL VENT SPREAD FOOTING 1 ) LINE OF FINISHED I I O T REINF DI (4) •5 BARS Q W x1IN AIR VENT RECT. " CEILING I BOTH DIRECTION (TYPI REATE OPENING RECT. FLUE W/ INSECT SCREEN THROUGH ry DECK (ABOVE) 2" CONC SLAB AND - FOUND. WALL ---__--_-J a 2 8 XEO' FREINE, CONC. 10 MIL VAPOR BARRIER I I\ I 85 CORD. WALL W/ 2"0" FRAMING /4 TIE BEAM ON EXISTING �, ON COMPACTED FILL _ 1 HORIZ. BARS (ON FLAT) CMU WALL AWL EMBEDDED OR VERT, //��W ISTING HOT J BOLT 0 4B' --- MAINTAIN GYP BD, (MOVE) - - 1: DOWELSOLID BARST EPDXY CR ROUTEDDECONPACE / / \ A.C.(,EAND EDUCTS _ _ 1 seMPDIANANC N - __ � , 2 _ I SEPARATIO ER N 0 48" O.c. (TYP.) - /// \\\ STB76 1/z" i L COL HOR I RENE (ABovE) COMBUSTIB TO BE REMOVED o c AAAA-- N BOLT 0 48" o.c. (TYPJ E CE OPENING SMOKE CHAMBER Y AND DIA ANCHOR - - ACCESS HATCH s1- 8' 8' B"I 1 " MIN PIER 5 VERTWBARS MASONRY CHIMNE BETWEEN ;� 111 m - - - ELEV: 2'-e/z /- - LE (A60VE>-(/ - ? a1o1 o„pEµG1z" MIN' 2'-0" FORMED `O o FRAMING MATERIAL i SMOKE 1( ' T,0 FOOTING 7 ° �� T.O FOUND. STL. DAMPER n m I CHAMBER 1 ,I4 ---AAAA-- _----------AAAA-- 1 �� -RCCA-- _ -_-( _ - RCCA_ - - RCCA SMOKE SHELF . 2v _____ FACING i 1 QBLbZ'- - ----------�_-_---------------- e'-----_------- - - - _ --- '-- --` L--_-- i ELEV: 10�_y�� "11 . _____ E%POSED BRICK / (BEYOND) 1 i �E%ISN ING O. FOOTING Q BLDG. W/ PARGING = y / FOUNDATION ION ELEV: 7'-BI/z" - °' L WIN 1 STL. ANGLE / �( o ✓_____ '// TL. FORMED 5 AND FOOTING 4Z'6NC`,- - - - - -�- - -_--_--------_-__---, -i- I a a / DAMPER (BEYOND) PIER n TO BE REMOVED) o w ,� FIREPLACE DOOR I I EXISTING STAIRS - ' - I ' . I - --- AAAA -- PATRICK AND STL COLUMN I - - - I � I I - FIREBRICK _ 12" DIA NE W - 1-�- 70 BE REMOVED 'I _- - Q - !/ __ _. - :_L 1 - _ _ AAAA BRENNAN ^�+ j PIER REINF W/ 3"0'I I / ' - 1 T1 - -- o (2) •5 VERT. BARS EXISTING BEAM - L+ I ELEVTIEO BEAM ? BWESTONE HEARTH - AR ECT L COL ?� T.O. PIER TO BE REMOVED FIREBOX EXTENSION Ii i _ DAR (ABOVE) _1_ ELEV' 10'-4" CREATE SIMPSON- •HTT22 I_: (ABOVE) Y I THROUGHOPENING MAINTAIN 2" MIN. HOEDOWN W/ •CNS/aW COUPLER E A-02 YAO� SEPARATION BETWEEN CREATE 6" DIA io I I FOUND. WALL NUT AND ANCHOR = _ CONIC. SLAB ANDEXISTING ELECT. DRAIN OPENING - BOLT EXTENSION w FRAMUSTIBLT9 TOTAL OPENINGS / - FIREBRICK - ING MATERIAL'� 1 PANEL TO BE o u I ., -_s - d' m A-os REMOVED �f FRESH f o DOUBLE JOIST - ___ ry AIR INTAKE a a O Ee c6NTO BE c EXISTING WELL _ m I. - i� _ i A oz R-20 BATT INSULATION P/TCH gE� PIEMS ABANDONED �4� - - -- FOOTING - �+ - _ 4 TREET 9 Hew L IRF_ IRF L COL. _ _ ALIO I _ NEW YO 10011 . pfq lz MiAl. N h 1 1~ (ABOVE) _ __ _ ____ '1 _ \ 212.9B9.1121RK A-Gs HAUNC ED' CONC I . 'I, - ASH DUMP 27 - _ H vz i Il - _ _ - L- _SLAB N -,. -` LEV 11- p 5 Y0 O FIN.FIRST F O _ °i STL ANGLE E ^ P A-O6 _ -� I T.O. SLAB in < _ __ c © COPYRIGHT 2002 ELEV: 10'-iQ" _ (MOVE) T n _ ___ _ _ ( Coos OU o• D FIREPLACE ELEVATION 0 ��CrAo4w IFOUNO WALL ! q,_0.. 2,_�,� - --- '-'. .............. = m o �ASHPIT� •5 BA SCALE,Yi' r-0.. . _ KILOS RESIDENCE i CREATE OPENING I � - 2" THROUGH n" tol/ o _ CONC. n NEW SUFFOLK, NY R 0 8" o.o. n EXTERIOR BRICK VENEER BOTH DIRECTIONSIAT— 7 N \ 8" DIA. CONIC. PIE LOUVERED ; ELLT.OFOOTING - T.O. FOUND i- f I i FIREBRICK BLOCKCMU RAIN GUARD _1 ELEV 6 -8/2" ELEV: 9'-0 o w )ACCESS DOOR LINE OF 4" _ HAUNCHED - -'I I-------AAAA-T .- ---ARCA-r _ ---ARCA-- --_ I� AIRSPACE- �. Faonec _ _ \ CPENTEG T SCREEN _NDAm CONC.�FOOTING (T)YP7 n. SLAB ,!- "-"-""-".___. .._....r. .r. ._...._l. .r.......eT L COL. O PRO.ECT Ab m 2 CONIC. A-05 (ABOVE) - m (MOVE) �' • I FOUNDATION / r - - l- FOUNDATION GARAGE WALL TnLOPENING e WALL 100201 1/ ACE INSEC PIT 6"x16" CONIC. /i' PER 12" MIN. _ FOOTING 6" DIA. CONC. PIER F 31/Z'z7" T/TLE FOUNDATION (TYPJ - - -__ - _. - - _ _. - _ _____ . : "' . _ I. Ei�v-s'-m . - f a% `' ASHouM CELLAR/ FOUNDATION (MOVE) 1-_ . r _ r ... . .. id -n .... -I I 2/A EO. ED. E0. I! " 1:L P (MOV ) - - 1 m - - g��" �Y, G MIL VAPOR _ L FRESH FIREPLACEDAIPLANSD -------I� — - i -- 1--- LCOL 1 ... P?k� B e BARRIER M N / AIR INLET ELEVATION, AND SECTION 2' 0" TYP 2" THICK o _ >,n;) i;' _ CONC. SLAB N _ "y ry i -5 BAR 0 16" D.C. -, - CONC. FOOTING 1 11, - • / L1*TE OCTOBER 2002 I HORIZ. AND '� {; VERT. ELEV:6'-0 i' x ; SLYKE FIREP ACE q o ExlsrlNc AS NOTED A ? FOUNDATION WALL -_- .�-REM IN - MAINTAIN. 2 MIN 21 I m L SJLihEO BY. P , SW - - B 11" 25'-4" 9'-2 5 BAR 0 8 D.C. SEPARATION BETWEEN 6 6 4w4*9V By. S 43'-5'/2" BOTH DIRECTIONS MASONRY FIREPLACE .1, 0 .3 D /z" STEP., AND COMBUSTIBLE FRAMING MATERIAL Sb0'/ cmrA T7 6Y. PB', , 4'-6" EE PIER IE PIER @ VENT EL PIER q SLOG. EL PIER Ct EDDYING �, FOOTING f FOOTING @COL. L COL. L COL. L COL. 4 COL L COL L COL L COL. (MOVE) - JpAgyJ/V6 AV (ABOVE) (HOVE) (MOVE) (ABOVE) (ABOVE) )ABOVE) (ABOVE) BLUESTONE - HEARTH EXTENSION , FIREPLACE r,-'\-CELLAR/ FOUNDATION PLAN �oZFIREPLACE/ CHIMNEY SECTION DETAIL n FIREPLACE PLAN DETAIL oDORs _ O, ' SLICE,3'i P-0.. sCPLE, p.0„ -. J ... Cos Brawing5 KLDS A-02 ogn 5/2 2003 9. 16,32 AM . . / 1.1 . I - - -- - DOL. 0 4"•/- 5/2' / 75/e 2/24/2003 2"X61' STUD WALL__.._ 10y'i 2�4" 921/z" 2�4" Oye `'/e" COX 5 u 01/ :: /z GrP BD. APPLICATION,HEALTH DEPARTMENT IN LATIR-19 BATT INSULATION LINE OF 1"x4" WOOD CASING PLYWOOD .. COX PLYWOOD WOOD DECKING DOUBLE 2'x6' SHEATHING SHEATHING ROUGH OPENING "BUILDI5/12/2003BUILDING ROUND ALUM. /z" GYP BD. I/4" sH 1/4" SHIM SPACE WOOD SIDING cA woo0 SHINGLES a o `a BUILDING DEPARTMENT OFEACHCOT AT LUMN - EXTENSION JAMB 5/q�:z4:: '^ APPLICATION BAY WINDOW MANTAIN WINDOW JAMB EXTERIOR XTE LASING 1"z4" WOOD CASING 6/3/2003 CONTINUOUS BUILDING DEPARTMENT '" VENT SPACE =.. a^""r" " '" HEAD FLASHING - s"zs^ P.T. _ I � APPLICATION. NDED 2" ROUWOOD COLUMN �� REVISED ENTIRE SHEET. CORNER THICK WINDOW SEAT WOOD CLADDING ( t W/ CAB = HEAD EXTENSION I _ N - _- - - -_-_- -_-.- -_ --_-_- ^ - (BELOW) f cDL.-_-_ - m z w t I w 43/e' n. o m \AL r m e„� WINDOW HEAD Y,' THICK _ rA SHIM AND N WOOD CLADDING \ ` BLOCKING z ¢ SPACE WINDOW SILL r rT` WOOD SIDING o %, COX UNIT SIZE MULLION R DOUBLE 4 o INE OF PLYWOOD WINDOW UNITS WOOD BASE SHEATHING SILL FLASHING w LINE OF LINE OF 8” DIA. 5/4"x4" EXTERIOR o WOOD GUARDRAIL CONC. PIER WOOD CASING TYPICAL WINDOW PLAN DETAIL TYPICAL COLUMN PLAN DETAIL FOUNDATION C F N sl"LL EXTENSION V-7Y4" B (BELOW) 6CN.E: 3- . v-D^ `M1 m STELE: 3" I'-0" m 2 A-O6 SOLID WINDOW SEAT DETAIL BET OUBLE 2"x6" A STILE.Ye 1'_p�� E A-OS e F.P. o q BLDG wIN. TYPICAL WINDOW SECTION DETAIL 43 5/2 g _21/2 D eCILE 3• - p_0'• 25_4•, 75'_71/z•• 71/ �� 0'-11" 7 2 2 8' S-0„ 10'_1" I B1/A'• LINE OF CASED I I. PROVIDE SOLID LINE OF SLOPE _ " ,• G BE m OPENING (ABOVE) - N ry8l,Ri -� -- --@ B ^ s/e" FIRE-RATED GYP BOARD BEARING CEILING (ABOVE) t. ON ALL WALLS AND CEILING io Dx �, o - IN METH ROOM 111077 - m -G 0 a -0 �"� O ! 111 CL LIGHT:112.OSF 4N I - fE NR.IIFSF uJ E�4IN _ 1 _ CERAMIC TILE FLOOR Ir BOILER DHW� PV _ L. 11 - 8'-B" 1' 1 _ STCAR FRAMING 1'�6' I/ I 10 CAABOVE) - M o 1 CAB. ro 4 2" • '-o" I PROVIDE METH - 1 80)LIO BEARING aN _-_-_-_-_- ----- TRIPLE RAFTER = g. WIN. o PROVIDE SOLID - & ¢ LIVING BEARING 0 BEAM - - LAUNDRY RM W 6" STUD WALL AEGC� C1Q7] - IN R'19 BATT ------- — — — — — — WIHOOW� ROOM TORAGE � P� � _F INSULATION (TYPJ s wT wr m '� WOOD mIT (76 S.F.) _ (BELOW) 11102] CL. BEDROOM — _ (BELOW) 1O (185 S.FJ 481' N FLp OR[ - 11108] RYE.), A Os HVAC RETURN c �/-��J f -� WnsHERr 07 - [1 6 F.) DRYER iR GRILLE 1,_0,: I �, 3:_p" q" 964:' II SINK STACK HANDRAIL I o _ HANDRAIL - -- _-_-_-_-_-_-_- �WOOO DECKING 4 ! 1 I ® -, m , WOOD HANDRAIL O • ON P.T. FRAMING PROVIDE SOLID ACCESS HATCH 9 61 " 3'-0 z uV 4 3 a wrc A-os TO CRAWL - m GIRDER '-3 BEARING z" 5 STEPS 3 m SPACE I - ------ ELEV� 6'-6" UP - n -- -- - eR 6. s•• ENTRY = t4Rlazaa CL. I-8\" 1 BATH -ri�".•--------- WIN rr Iz• 13TI• to• _L1Q.9 - ', --�--= 111067. 0 ---------- -- --------q. BLDG IRS — — (36 s.F.) PATRICK — -- — — -- - -- \ (60 S.F.) 110 — -- --- m M BRENNAN (E-SL'bT-- -_ _ rn (ELEV:11'-4/z") CL = I d. m \_ N CL e DOOR m O^ N COVERED _� CLAD E) — \ — REF. OVEN N1TR ^ AR CT - PULL _ m N IAC'. /T -_ N N _ m I(E PORCH GLAD BEAM � __ __-_- ___ o C� ® ----' SECONDFLOOR SCHEDULE _ _ - - I � ROM' DOOR CTUR ON AVENUE. McCLEARY WA 98557. (TEL) 800-952-4057 LGN _ _ --ALIGN_ --—. z - _ - - - - _ _ 1. INTERIOR AND EXTERIOR DOORS AS RMARK COLLEC1I DOOR TYPE: 'FOUR PANEL',0'FRENCH', AND 'FIRE DOOR' DOOR NAME: INTERIOR44, FRENCH 1510(S.GJ, AND f355 S.F.) PROVIDE ao E WIN. A. INTERIOR DOOR SERIES MAS E @xCL--- - 1 '' !;� : p,' SOLID BEARING IN . -\,tet MUD ROOM FIRE RATED 9044 DOOR SPECIES: FIR/ HEMLOCK y 0 TRIPLE RAFTER [1Qrj] 2� " 9 4" B. EXTERIOR DDDR SERIES' 'MASTERMARK COLLECTION' DOOR TYPE: 'EXTERIOR' DOOR NAME: SASH944 (S.G.)/5944 DOOR SPECIES: FIR/ HEMLOCK 025365'x y�Q WOOD STAIRS _ �VyO'00 (45 S.F.) - , M ELEV: AND HANDRAIL „ FLODRIIJG - - (ELEV: 11'-41/z") I - a s`g„ C. ALL DOORS TO BE PRIMED AND PANTED 'WHITE' COLOR. FOLLOW MANUFACTURER 'CARE AND FINISHING'INSTRUCTIONS. 9rFOF NES IIYY 2. EXTERIOR FRENCH DOORS AS MANUFACTURED BY ANDERSEN CORPORATION. 526 WE n STREET tI' f (�(� - , _ A. DOOR SERIES 400 SERIES 'FRENCHWOOD HINGED PATIO DOORS' AND 'FRENCHWOOD OUTSWINGPATIO DOORS' NEW YORK, NEW YORK 10011 T �'I '' KITCHEN OI M E A-as m A-o6 D= DINING n 1174] TCT'p1T _ -_ - _ -__-_ - -- & COL. FWH 4168RALR GRILLE no. FWH2168 DOOR AND FRAME TO BE VINYL CLAD COLOR WHITE 212 i6G n23 �- -'� B. MODEL no.: 'FWD 4 RIGHT R' AND '• I m 1 (135 S.F.)I lcgc - _ - •n fi�;i _ HARDWARE: 'ESTATE" BRIGHT BRASS N s{Ar wv ROOM I '00 -�, uc. T 2.osF©,©ucHi_ s i` ` C. SUPPLY EXTENSION JAMB S A FOR UFA UREEWAL. THICKNESS N ,� I � aR'LesF 't BRICK _ L--- o © COPYRIGHT 2002 m iL�Eiow1' 111031 I I I m I F A.us -- _ - 3. HARDWARE FOR SIMPSON DOORS AS MANUFACTURFiD BY 'SCHLAGE, MD SERIES, STYLE 'SIENA' KNOB, BRIGHT BRASS FINISH •605 RYE), a- - _j z:I RED - PAVING Q F Fn BRIGHT CHROMIUM PLATED (AT BATHROOM) P((Y1„iL'T/✓aNE a COV [[E� r Ev. - - DW swK ,svrr L F �'(S EL d. _- „- uR--1 ' "f_' T _ I . EXISTING GARAGE N0. QTY. DESCRIPTION DI LOCKSET TYPE FUNCTION QTY. HINGE QTY. NOTE KILOS RESIDENCE , (125 S.F I I < - N zT fl ,� ^ m c G - 1 _ (EU _ 1', I B EXTERIOR WALL CYLINDER WITH BRASS PLTD 2 GRATHWOHL ROAD, N BEARING e B AM AIR L6sF T n I — _ _ w WOOD O NEW SUFFOLK, Y E-cOL--- EXTERIOR 0 DOOR e x 1/e' DEAD BOLT ENTRANCE LOCK 1 STL BUTT I( Nf - ^ O-� � � -^' x5944 � , z - I 0/z 11 3 E%TERIOR FRENCH i - - li ' Q r 1 - Im -��' DDOOR -F WOOD 8DOOR 2�_6�� x 6'-B" x 1/e ' - I�I _ 1 i 3 0" z EXTE ' PROVIDE SOLI ucer k.osF - n _ --- I - 3 Imo. ._f r I r��L - I, 2 1 4 -0„ x 6 _ " 3 11 JJ11 - 07 F L. - - - -- r --- --- -- -------�. COL. - - -- 8�_6�� - - - - - _ " _ 4 2 INTERIOR DOOR •44 1, CYLINDER WIT BRASS AcrrvE LEO r 3 1 ENTRANCE LOCK 1 STL BUTT 2 5944 DEAD BOLT -- 1 1 6" x 6 B" x 1% DUMMY _ 2 SRLSBUTTTO 2 Pr/l2 Am I002Q1 COVERED — N - I: 5 1 INTERIOR DOOR •44 2:_4' /e BRASS PLTD i ! T� ", ',{ r CUSTOM FOUR-PANEL 3 CYLINDER PASSAGE LATCH 1 2 ' SCREENED z 4 ' x1 4 -s" x t/e m N INTERIOR W000 DOOR STL BUTT _� - - - ��, rl7LE WOOD [IECKING ! PORCH _ BRASS PLTD ! - ON P.T. FRAMING r ELEV O1 xi 6'-e" x 13 CYLINDER PASSAGE LATCH 1 STL BUTT 2 1 (135 S,F.) g:_0:: RASS PLTD FIRST FLOOR PLAN, ELEV: 6 1 INTERIOR DOOR •44 2'-4" xl 6'-8" x 1B/6" CYLINDER PASSAGE LATCH 1 STL BUTT 2 DETAILS, IND I-O e:_g:: E0. EC CYLINDER--------- - - - — -- _ - -1 9�4 BRASS PLTp DOOR SCHEDULE 8 1 FIRERATED090444 2' 6" x( 6' B" x 13/e" CYLINDER PAISSAGE LATCH 1 2 4 STL BUTT BRASS PLTD ' I STL SELF CL. CYLINDER PRIVACY LOCK 1 BRASS PLTD 2 g9rE 9 1 INTERIOR DOOR •44 2'-6" x( 6'-8"' z iB/e STL BUTT OCTOBER 2002 n i BRASS PLTD _ I STONE I I pRIVEWAY PROPOSED 10 1 INTERIOR DOOR •44 2'-4" m 6'-B" z 13/e" CYLINDER PASSAGE LATCH 1 STL BUTT 2 ,52192E LINE OF BRASS PLTD PAVING / 11 1 INTERIOR DOOR •44 2'-6" KK 6'-8" x 1%" CYLINDER PASSAGE LATCH 1 STL BUTT 2 AS NOTED - _ y I 1 BRA55 P TD - . - - - - - - - B . 2 INTERIOR DOOR •44 2' 6" ,ivz 6' 8" x 13/e" CYLINDER PASSAGE LATCH 1 13 1 DOOR -5010 - -- - - - - - - -- - 1 I 14 1 INTERIOR DOOR •44 2'4" ox 6'8" x i%" CYLINDER PASSAGE LATCH 1 : SRL BUTTTD 2 i"O '.SW SW ASS PLTPB z a 7/�i" 5'-9 z' BRASS PL D 4,-41/z" 4'-41/2„ ! I I i 15 1 INTERIOR DOOR •44 2'-4' �x 6'-B" x 1/e" CYLINDER PASSAGE LATCH 1 BRASSUPLTD 2 " eY• EB A 05 I , I -81 4'-4/z" 7/4 B -9 1 16 DOOR -5010 INTERIOR FRENCH 2:_g:' oz 6'-8" x f3/6 CYLINDER PRIVACY LOCK 1 STL BUTT:- 2 4W.V - I _____- -{--__-- i---_ _ -_I— T-21/g" ?/ COL. -.� - ce COL. �L COL. 17 2 DOOROMF FH U4166PA R 2'_0" 1x 4'6" x P/e" CYLINDER PASSAGE LATCH 1 SRASBUTTTD 2. ViH+" Af71 _ 81-10 -.--__-__i___T_..-..-_+ - ] - '� COL. f DOOR @ c l 10 1 NTE EXTER RR FRENCH 3/„ BR S PLTD CGL. rE DOORS FL COL. CE 6LDG, Ce. COL Q WIN. Q WIN. @ COL, 19 1 CUSTOM FOUR-PANEL -2'-0" x 4'-6" x P/a' CYLINDER PASSAGE LATCH 1 .SRL BUTT 2 INTERIOR WOOF DOOR - 1 FIRST FLOOR PLAN — I' - . M KI05 Drawings KILOS A-03 fign 5 30 2003 10 42',35 A - ..- aare ',: c�srgrprta✓ EXTERIOR WINDOW SCHEDULE ALL UNITS AS MANUFACTURED BY 'ANDERSEN CORPORATION'. CASEMENT WINDOWS SHALL BE 400 SERIES, DOUBLE HUNG WINDOWS SHALL BE 200 SERIES NARROLINE, AND ADD ALTERNATE: ROOF SPECIFICATIONS; B ' BUUILDIILDI GQ3 NG DEPARTMENT BAY WINDOWS SHALL BE 200 SERIES. APPLICATION FRAME AND PANEL EXTERIOR SURFACES TO BE VINYL CLAD. EXTERIOR AND INTERIOR FINISH COLOR; 'WHITE'. HARDWARE FINISH: WHITE" ALL UNITS AS MANUFACTURED BY 'KOLBE AND KOLBE' MILLWORK. 1. ALL ROOF SLOPES GREATER THAN 4:12 SHALL HAVE SELF-ADHERING WATERPROOF UNDERLAYMENT 6/3/2Q03 HIGH PERFORMANCE LOW-E GLAZING. DIVIDED LITES: ALL WINDOWS SHALL HAVE STANDARD PATTERN INTERIOR WOOD GRILLES. Y4' WIDE. COLOR: 'WHITE' 1323 SOUTH 11TH AVENUE WAUSAU, WISCONSIN 54401-5998 715.842.5666 AT ALL EAVES, VALLEYS, OVERHANGS AND PENETRATIONS. BUILDING DEPARTMENT SUPPLY EXTENSION JAMB (167) FOR 69AG WALL THICKNESS. FRAME AND PANEL EXTERIOR SURFACES TO BE ALUMINUM CLAD. 2. ALL ROOF SLOPES LESS THAN 4:12 SHALL HAVE CONTINUOUS SELF ADHERING WATERPROOF UNDERLAYMENT. APPLICATION. CLEAR CLEAR EXTERIOR FINISH COLOR: 'WHITE' INTERIOR FINISH: WHITE ACRYLIC LATEX PRIMER. REVISED ENTIRE, SHEET. SYM OTY. DESCRIPTION MODEL n UNIT SIZE R.O. OPNG (SP) W H DAYLIGHT(SF) VENT(SF) NOTE HARDWARE FINISH: 'BRIGHT BRASS' 3. ALL FLASHING SHALL BE COPPER. PROVIDE 'COAST-GARD' FINISH TO EXTERIOR OPERATOR PARTS (WHERE APPLICABLE). , STANDARD LO-'E' GLAZING, DIVIDED LITES: T/e" 'SIMULITE K-BAR' SYSTEM 4. SHINGLES SHALL BE: 3-TAB ORGANIC ASPHALT "ARISTOCRAT 25" AS MANUFACTURED BY "INC." , A 2 BAY WINDOW 45-P4050-20 7'-3% x 5'-1%' 7'-2�' x 5'-1% -' -- -- -- _ SCREEN FINISH COLOR: EXTERIOR - 'WHITE' INTERIOR - 'WHITE' COLOR: SELECTED BY OWNER. INSTALL IN ACCORDANCE W/ MANUFACTURERS SPECIFICATIONS. 8 2 CASEMENT CN13 P-B�' x 2'-1115/16' 1'-9' x 3'-1 2.3 101�s 31)16 3.5 3.1 SPLIT ARM UNIT NOTE: MAINTAIN MINIMUM AIR AND LIGHT EGRESS REQUIREMENTS 5. RIDGE VENT SHALL BE MANUFACTURED BY "CERTAINTEED" OR APPROVED EQUAL, C 4 CASEMENT CR125 P-5' x 2'-4%' 1'-5%, x 2'-4%8' 1.2 7Xis' 23%6' 2.0 LB SPLIT ARM UNIT 6. SELF ADHERING WATERPROOF UNDERLAYMENT, SHALL BE MANUFACTURED BY "GAF" OR APPROVED EQUAL. 0 3 CASEMENT CW135 2'-436' x 3'-413/6' 2'-4% x 3'-5%' 5.1 20' 36%' 6.0 5.5 SPLIT ARM UNIT 7. EPDM ROOF: A. "DESIGN 'A' ADHERED ROOFING SYSTEM" WITH "SURE-SEAL" (BLACK) .060" (1.5mm) NON-REINFORCED E 1 CASEMENT CW235 4'-B%2' x 3'-41�fi' 4'-9' x 3'-5%s 5.7 22&' 36%' 12.0 11.4 STRAIGHT ARM UNIT EPDM MEMBRANE, AS MANUFACTURED BY "CARLISLE". F 2 CASEMENT C24 4'-0' x 4'-0' 4'-0%2' x 4'-01/2" 4.3 14%6' 43%' 11.8 10.8 SPLIT ARM UNIT B PREPARE SUBSTRATE AND INSTALL SYSTEM IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. . G 2 AWNING AN251 2'-4%' x 1'-8�' 2'-4%' x 1'-9' 1.0 233/' 6%' (0) 3.2 L0 H 2 CASEMENT CN135 1'-6Y,' x 3'-41�g' 1'-9' x 3'-5%' 2.7 1013/16' 3515AG, 4.0 3.6 SPLIT ARM UNIT p' I , J 4 CASEMENT C125 2'-Bya x 2'-4%' 2'-0%' x 2'-4%e" 2.4 ]4%s 23%6' 3.2 2.9 SPLIT ARM UNIT z A q BER EL WIN. CHIMNEY ! FE BLDG. Et WIN. 9'-21/2" 2' 0 81/4... 9,_3" 7.. 43'_9�� 7.. 6" 6" A-DS - A-05 ALUMINUM GUTTER W/ LINE OFI �DOWNSPOUT TO DRYWELL SLOPED CEILING o ALUMINUM GUTTER W/ °O o Az a DOWNSPOUT PITCHED PITCHED TO GRADE 12:72 335 - LI HT 4 - - - - , II O OIC 0 12 STORAGE STORAGE CL - 11206] - � - n CL v STER [207] PITCHED PITCHED o M in r• Sl'ER - 0 � 12:12 11 PITC A 05 T ON b I 2 SHOWER -07 0 LS_E_VE c^ F ANO R5�(ADOVET Zo G MR-4.0 1, ----- _= CONTINUOUS WOOD F�j A-Ds A-o5 uc '4.3,2 OF N 1 _ HANDRAIL AND HALL LL WOOD GUARDRAIL O m A-05 nv MASTER 112011 NN - - -- - - - - - 7., A-os BATH rno S.F.) I -m- --__ [2031 ! l p a e WIN. PIrcHED ^_ ��S- 3-TAB ORGANIC ASPHALT _-_---_-_x' 16, -, _ wic g _11/2•w� :, -',"a_-_-_-_-_ _-_-_-_ 0 10:-0" 0c MAX. ow _ N � o o - 1/4:12 7:: TYP. UNDERLAYMENT OGANP) FELT i (75 S.F.) WIG ' FIREBLOCKING m �� 16 m 112051 [SEE NOTE ON E WIN. j A I/Z 4 4'-2"I. 6, Om SHEET A-4.51 1 _-� ga1, f�Tr .� .----_- -- x16 ' INSULATED 'm _ _-_-. '\'o =1 P PITCHED _. DOOR FIREBLOCKING \� _ _-_9 � O LAUNDRY CHUTE ;,� n 4.5:12 i0 0 R 10'-0 o.c MAX. 6_11/2 3'-41/2° 2 8" 2'-8" 3'-51/,1 '1 13 3'-31/z 14 2.-�I: ^o - TO FIRS FLOOR _ --___ M N PATRICK [SEE NOTE ON P 1' DOOR WIN. WIN. DO tl R �" - - - - FL WIN. BUILT-UP N n SHEET A-4.53 - - `W000� MASTER - " NT 1 - I \ a BITUMINOUS ?' BRENNAN 1 0 co m ROOF „ FLOORING O --- ARCHITECT BEDROOM WIND TRANSOM -! - ---- -- Y _ ¢� A-o6 (TYP ) [202] WINDOWS ---- @WIN. : CL_� _ _ s 15:_3:, 4/z" - 4 2 4 Plrc y/rte (195 S.F.) Ja '"x6"ASTUD T n - \¢ µAR _. 6" 4'_6/2" ) �6VIN eC 2" x6" STUD WALL ---- TION LINE OF' 0 �sHELVEe _ _ n 9� LIGHT:65 OF SLOPED,CEILING u4DRDD ueDVET - Y PITCHED 1B 53 F_ I ACTIV .oma - - 17 20 LEAF _ _ =5T0jRAGE 2 °' = H H STORAG 4 © coarRloer acD2 CG k n F PITCHED PITCHED ' n 2 'x6" STUD WALL L. R•24 LIGHT,405F LIGHT:4.O SF, R-211' CL. b 1 : 2 12'12 1' I V W/ R-19 BATT NR 3165E uR'3 S o - - 1- P//O..EOT AAL INSULATION R - - _ _- - -- - -- - -- - - - - - - C LOOM ! i� � KLOS RESIDENCE ------ I BALCONY CONTINUOUS EPDM ROOF MEMBRANE GRATHWOHL ROAD, r wloo0 SILL WOJOD 1' NEW SUFFOLK; NY 1 "� "x4" KNEE WALL : 1 ;I' PERGOLA 1 'I" e 1 _____ - 2 o I' I I'I'I 11� "I I Ill Ilj, 11Ii FIREBLOCKING _ _ _ _ _e - - -- _ ,r 10:_0:: o.c. MAX. T- -- [SEE NOTE ON SHEET A-4.511 - ---_ X11= IJ 'r l7� F „IIIA I - v✓,n Aro 100201 EQ. EQ. EQ. 5)/4"x4" WOOD DECK ON 11/2" SLEEPERS ON COPPER SCUPPER'AND SECOND FLOOR PLAN, WIATERPROOFED SUBFLOOR - - - -- - - - - - - - - - --- - . - --- _ -- - - _. - - - - - . - _ -- - .. DOWNSPOUT TO GRADEROOF - -- --- - - I- - - . _ _� ..- -- I --- - - - --- WINDOWSCHEDULE DOUBLE 2"x8" BEAM- WOOD EAM - ! 2 cal i A-D5 BALCONY SILL AT OCTOBER 2002 1�•I ! n-os BALCONY KNEE WALL ALUMINUM GUTTER W/ I - DOWNSPOUT TO GRADE SCrK6 I/4N 1'-4' " 3'-4" 3'-4" -41 oEslGuo BY• PB SW 2 _0'� 31/z�� 9'-5" 31/z:� 7'-8" 10'-O" T-8" 7" 26'-101/2" 6" 029A9`/erA SISI . 9'-2'/2" 44'-11" c �crEa en PB ARwvr.AG Aa I I I I FE WIN, It WIN. r#. DOOR. FL WIN. FLOOR PLAN 4 DOOR SECOND ROOF PLAN /1° N SCALE:I/�' • p_0" z:J K1o5OracngS KL05 A-04.Dgn 6/2/2003 9' 17 02 AM 2"x DIAPHRAGM _ BLOCKING @ 4'-0" D.C. (TYP,) f -VlSlp1(5' LIVE LOAD OD DOTE RIM BOARD - DOUBLE LOIS 2'°x10" DIAPHRAGM DESIGNHALOADS 50 PSF D6 PSF AD TOITALPLOAD RIM BOARD "IF- _ GUS ETW6INGLE 5/12/2OOI - BLOCKING @ 4 C D.C. 2 SF lADER DOUBLE X5Y2" LVL _ y ___� _ _ ____ _ _ _ 11990//1^ LUL BUILDING DERARTMENT 40 PSF 62 PSF 102 WOOD TO FCgSNBOM APPLICATION MAINTAIN 2 -_ -_____- - RIM 6BOARDSILL BASEMENTFIRST FLOOR 40 PSF 5 PSF 55 PSFF �qA�9/z"ER DO BLE L+ -- "----- .- �..-_- . I _ _ _-_ _ - _ __r 11 - —HFACE ANGEROM 01.81/9 B L�2003NG DEPARTMENT 30 PSF 15 PSF 45 PSF I I I I RIM BOARD CEDAR BEAM- _,,2"x6" P.T. SILL I LOISBLEI m >� HEADER APPLICATION. . . .._. � ROOF- 5 DOUBLE REVISED ENTIRE: SHEET. o! DOUBLE JOIST r__ o= _ _ .SNOW LOADS: 4 PSF ___ -._-- _- __ = 2x10'_ THEREFORE 45 PSF MIN. LIVE LOAD REQUIRED. 1 60 PSF of DOUBLE J015T �m• x ( - - - - - o, I 45 PSF [TABLE R301.2(17715 GREATER THAN 12 PSF [TABLE 301.5]. LEDGER- DOUBL x o- DOUBLE 2x8" P.T. / I FLOOR JOIST o �x m �. WINO LOAD: _ TJOORO IST _ Ni L DOUBLE 1�'q"x9%2" LVL SPEED " 120 MPH (3 SECOND GUST) - CWIND-BORNE DEBRIS REGION) K' 1�'q"x9/2" �¢= - c; e. EXPOSURE • B �' 1 j @ 16" D.C. m'a`• I I 1 RIM BOARD CANTILEVER I e •-•�• 1 h N w: wl I r'i� ER_-_b7NGEE J' FLOOR JOISTS WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED a ' DOUBLE OS J'• Y a: I >l WITH REMOVABLE 1/2" WOOD STRUCTURAL PANELS WITH A MAXIMUM OF 1 JI r� 1'� q"x9l/z" LVL I i.l,w� �� = I SIMPSON - FACE 8 FEET SPAN FASTENERS FOR SPANS UP TO 6 FEET SHALL BE 21/z j j I =\� ' IIJ Nm Ir �o - �I MOUNT HANGER -8 WOOD SCREWS @ 16" DHU410 MIN .C. AND 12" D.C. FOR SPANS UP TO 8 FEET. w j j X' ilm LOOK J015 , , • SII I � DEFLECTION: m j DOUBLE JOIST Ili' ;JI/PRO 250 HEADER- DOUBLE-/ ALLOWABLE DEFLECTION L/360 MAX. � I I@g16"�o?0. �I I 2"x10" DOUBLE JOIST J• •w J m. ENGINEERED LUMBERS 01 HEADER- DOUBLE ALL FLOOR JOIST, RIM BOARD, LVL, AND PSL ENGINEERED LUMBER �I}r �� p �Ilz P7 of 2"z10" SHALL BE AS MANUFACTURED BY of ''lin HEADER- DOUBLE TRUSJOIST _ om j -"' m= I 2'x10' 200 E. MALLARD DRIVE, BOISE, IDAHO 83706 o I�w $d. 1�q"x9%2" ml DOUBLE I (TEL) 800.628.3997 _ mL ml Im'�—f_ am _ —JOIS75 @ 16" o.c. x mm w. x w w mp 2'H6" CEILING N TJI/PRD 50 JOIST N l o ' l j, =SIMP54N__ = J W-_' (TYP.) ' N TJI/PR J 1 om @LOO RDJOIST I- zIDOUBLEI JOIST 3. PSL SHAL LS BE 2.0E PIARALLAMOPSLO (13'q" z 9%z"7 a I DOUBLE JOIST I 1—B--'�jI GIRDER-MOUNT"' 3I__ I�1 Qo I d; x ptt'-- 2. LVL SHALL BE 1.9E CROLLAM LVL Fri >;I x INSTALL AS PER MANUFACTURER'S INSTRUCTIONS m op '•- l "GIRDER-2` LVILDOUBLE �• I _•-._ - -DOUBLE -*3,UjGR9 �•�•� 1=o w —F J ¢ wp r. WJ H L•, I 2"z6" CEILING <o UPSET zl I p DOUBLE of of �I -!—JOIST) @ 16" o.c�-mo F x9 LVL --._ JOISTS- m P.T.FLOOR"x8" o x��j } x JOIST m m i m @16" D.D. JpI I �p NOTE pm >I op DOUBLE JOIST I - w ' SPECIFICATION OF STRUCTURAL ELEMENTS SHALL NOT BE CONSIDERED - 'F Z o_JI SIMPSON of j LEDGER- DOUBLE / ml EXHAUSTIVE. STRUCTURAL ELEMENTS NOT SPECIFICALLY DETAILED BUT o o n FACE MOUNT DOUBLE 2"x8" P T - NECESSARY SHALL BE ENGINEERED, PROVIDED AND INSTALLED IN -" 1 _ p HANG R H 48M 1 m m ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND GENERALLY N I r OLI $d"' I€ Y x - n 1 ACCEPTED GOOD ENGINEERING AND BUILDING PRACTICE. LOC ING m 1 I l w�` LOCKIN RO a,! RIM BOARD CANTILEVER FLOOR JOISTS of DOUBLE JOIST - I - -- - I-- - - j I6. ZJOISOT ' m^ N LO KING TRIPLECANTIS 3'gRx91/ LVL ME J I I _ - 2"�6P" P.7, SILL 1 1 SINGLE•1i''xwo ,DOUBLE 2"z10" DOUBLE 2' - -- - @OPENING - I --_ - - B o16 NG i WI 9 ' - w ! I I mI I Jx10E/DIAPHRAGM I I I HEADERI ACE MOUNT r Lv j CKIN m HEADER HEADER x10" j 9 __ _ HEAD (i I IMPSON - I o j Pt BLOCKING @ 4'-0" ox, _ _ HANGER HU9MIN p•j l DE ER 2"X8 DOUBLE E --- - RIM BOARD PTSILL----- - -- RIM BOARD HEADER DOUBLE2x10 - 2•x10 I HEADER HEADER- D DOUB d 4'-0" MAX. 2"x O'' DIAPHRAGM - - ----- 1 SINGLE W� 1 N O (TYP ) I CHIMNEY /q mIM BOARD BLOCKING @ 4'-0" D.0 N RIDGE- SI �, w 1 q x11 LVL c. j y"` 2"x CE LING JOTS S -" j MASONRY m T— SOx @ 16" D.C.oc (TYPJ 2'x6" FLOOR -- o 1 1- - - I - I 2x10 SOLID BLOCKING �4" J01 TS 12J.c SOLID BLOCKING 2"> SOGL�D BROCKIN (DIAPHRAGM BRACING)m . - f „ _... .. ...• _. ...•. ... ...� z f} DRAFTER (DIAPHRAGM BRACING)BEAM- TRIPLE P.T 2' x10 BEAM- TRIPLE P T. 2 x10 BEAM TRIPLE P.T. 2 x10 (DI HRA ACING) 2"x8" SOLID BLOCKINGf.. . ..... . HEADER' - - __ 4'-0” MAX. (TYP.) _. _ � rr. HEADER- TRIPLE 2"x10" HEADER- TRIPLE 2"x10" HEADER TRIPLE 2"x10 - RIM - 2' xe" P.T. �I'-'1 -•-• f COLUMN — " �1 SECOND FLOOR FRAMING DIAGRAM I 1 2„ FIRST FLOOR FRAMING DIAGRAM 2"x10" RAFTERS 2"x10" RAFTERS scuEN.Ts CHAMFER CUT (TYPJ _@ 16" o.c @ 16" D,G, CEDAR JOISTS- I PATRICK I DOUBLE 2"x6" @ 24"�/- o.c. � 'i BRENNAN — - - — - - AR CT OUBLE 13'q"x91/2' LVL NOTCH BEAM AT JOIST Qy/T CyVINgF RC1 MOUNT HANGER� i TI = y m COATED TIMBER SCREW n e X4'2 DOUBLE *4"x9/2" LVL - - -- - "- --- HGUS5,50/14 CEDAR BEAM- v11, 1. ALL STEEL CONNECTORS SHALL BE 4cJ DOUBLE 2 ze ' 'rl� ti a ,mow z CONNECTORS NOTES - . AND wooD PLUG (rvPJ Q 4,r. .. I MOUNTSIMPSO - FACE -- MANUFACTURED BY "SIMPSON-STRONG TIE" 1 -. MOUNT HANGER I Ia J m� -- k-- - 2 AND INSTALLED IN ACCORDANCE WITH l ¢wti HHUS5.50/10 j j¢ a ' ' �> I _ - - L- -Iti� - �" BOLT AND WOOD yV, 025365' y0 o - __ _ 'Zr- F V� SIMPSON - FACE >• T_"'m ez 1- J n _ - _ I �` -7 - PLUG (TYPJ Q MANUFACTURER'S SPECIFICATIONS J Qo I I = _T' = - --�k� - -- Sze F NE STREET MOUNT HANGER 1 wp ¢� ¢� �- _-_ I - -_ 2. PROVIDE SPECIFIC CONNECTORS AS HU410MIN `� xoT I 1 x N _: _ - - -p NEW YORK, NEW YORK 10Dt1 INDICATED ON DRAWINGS. %I 2"x8' RAFTERS J � " �. - - - F �\ rt _1 . @ 16" o.C. j �_ji.T` i,�' ztz.ne9.nz] 3. PROVIDE ADDITIONAL CONNECTORS, lTl " --- - - - �- - - - - - - 1 - ' a-1- --- - - __ __ x _ � - I __ - © COPYRIGHT 2Do2 � INCLUDING JOIST AND BEAM HANGERS AND J• STRAP TIES AS REQUIRED BY FRAMING M. J 1 mJ COLUMN CUT AND m j .ECT A(9Ar CONDITIONS. of z �-o J J 1 w—1 mo? �'�' z BEAM SEAT- B'-10 KLOS RESIDENCE pl °> � m o "i m '" ABovE GRATHWOHL ROAD, �' ,i ',LIQ �J o_ _ FINISHED BRICK PAVING I S1 SI w I� �.T H�U55.50ANOERE Q ' p ! Q11 6^ oAFTERS �'a`� w 0%" I'-2Y4" 141 < I NEW SUFFOLK, NY SIMPSON FACE I ¢� MOUNT HANGER o 1, o I�. J s T _ "x6" CEDAR COLUMN HU410MIN i. J -j'x.- w FIREBLOCKING NOTES 1u ----W r . p SHALL BE 2" NOMINAL THICKNESS ^• • • MOUNT HANGS PERGOLA BEAM- A PERGO I FRAMIN1. BLOUMBERCKING IN FLOOR CONSTRUCTION I ! DOUBLE 1�q"z9/2' LVL I 0- c-�L I_VL HGUS5.50/14 'RE DOUBLE 2"x8" LA BEAM DETAIL qPRO�FILE ��r� 10020 I IMPSON - FA SCALES ]'•i'-D" - 2. FIREBLOCKING IN EAVES, ATTICS, AND DOUBLE 1 4' x9 2" _ CHAMFER CUT I FAN FLOOR, SLVL_. _- CEDAR J415T5- CONCEALED CEILING SPACES SHALL BE _ - _ _ _ __ _ --- -- - - -'- - DOUBLE 2'x6" ECOND �.�. .�. .�.� �.�. 0 249./- D.c.ONE THICKNESS OF 2]/j2" WOOD �_ " - 1' .�.� �.�. .�.� �•�. GRAMS FRAMI NG IA BY ]/]z" W000 STRUCTURAL PANEL, @ 16"-o,c.- DEAUDBLR 2•x10 -- -'-•_ @ 16' o..a-_ -- yamAT CH BEAM PERGODA D�AIL$ z10" RAFTERS 2x10" RAFTERSF R AND ROOF STRUCTURAL PANEL WITH JOINTS BACKED _ 2 HEAD R — - - -- _ _ _ -_ _ - .__ _ - ELEVATION NOTES RI LLED IR- SINGLE 2 'x8', r -�DouB�€ w — — — -- J. - �I _ — ------ l" - -- j m N -t aarE OCTOBER 2002' 4,-0„ MAX. - r - I. ELEVATIONS ARE REFERENCED TO I - - p (TYP 7 _ ASSUMED DATUM. +, PERGOLA JOISTS— DOUBLE OISTS I ' \� .ii`" =1i;. AS NOTED " PURPOSESAND ARE ONLIDED FOR ESTIMATING OOJ�� 2"z8" IRAFTER LEDGER- SINGLE 2x8 = - 71 Q .-. ,-• -.- ,-• ._• DOUBLE• 6 •_. _•_ ._•i 0 058 93a �/z y'f�� ' i CHAMFER CUT (BEYOND) BY �? , 111/ 2. NOTED ELEVATIONS ARE APPROXIMATE @ 24 /- o c. 16 ©.c. s p7dMN BY. SW 3. VERIFY ACTUAL ELEVATIONS IN FIELD. w - - - --- - -- -- III PROVIDE AND MAINTAIN ELEVATION m " - _h1I /camE' BOLT AND WOOD N1f PLUG (TYPJ C/LYKEO BY. P8 �j BENCHMARK FOR CONSTRUCTION ! 0 2"x10" SOLID BLOCKING PERGOLA BEAM- COLUMN CUT AND C BEAM SEAT- PURPOSES. -- - -- - T=_ - _ - - - - - ,�- - I�. p (DIAPHRAGM BRACING)(DIAPHRAGM BRACING) DOUBLE 2"ze" PN�" ABOKPAVING �i �� _.-�._ I - DOUBLE 2 8" OSWMlGG /d7 51 „ 6"x6", CEDAR COLUMN ROOF FRAMING DIAGRAM r PERGOLA RAFTER DETAIL PROFILE '`' I • G SCALES N.T.S. SCILE, ]"•t'•O" �' ... Rlos\Draw mgs xL05 A-04-5.tlgn 6/2/2003 9. 17:44 AM CHIMNEY POT a 1q BLDG. , +- .JI-( i Lr� L _ -_ r+.r _-Z + RIDGE ATTIC LOUVER VENT - _- w COVERED ' Iy- BALCONY T !-,1- _4 I� I,-�. J� - '- � - ELEV:aTq" W/ INSECT SCREEN - Ih'>`YfslOvs' LI�1 -� L�-r-r- 1 �� : Yr-_t- N LINE OF EXISTIN _ LWTE 0.-SLTP!Ipy J . LL ' 3-TAB ORGANIC ASPHALT -----�- 5/12/2003 _ + LLT,_ IfL��-I. _t'-1 L SHINGLE ON ORGANIC FELT GARAGE EXTERIOR " -t _ �'" --I '- - -1- .� - r - II UNDERLAYMENT (TYP) CEDAR SHINGLES W/ WALL O� BUILDING DEPARTMENT -t -� 'F -r L,.c i T� _ - =-4-T r - - _ _-1 6" EXPOSURE (TYP.) o APPLICATION ' CRICK MASONRY i_. �- - 1 �, 1 Y,I= -.,�. = , rte. f yr� 'L '-�'�I I1 �' I- -'II ' CEDAR SHINGLES W/ CURVED WALL - 1-1 r t _ - -- T,_, �� ,`s _- -. _ - - �- = J�_�-; i3 T - -11 r 6„ EXPOSURE (TYP.) WOOD SILL 4.5 il-- i� - �I _ -N 12 CURVED WALL BUILDING 3DEPAR I I . ob e�[v:2s ,/. .. -. - J I1 -Ki - _"r =�'Ly: - { �_- r:= - =iT_ , - )CJI_Ir II,- 't J. BITUMINOUS Roo BUILT-UP n �I ��' iz - 1 --- `=.- 12 REVISED 3OOD DIn ALUIA AND SOFFIT M. Dowrlsaou7 ! REV SEDTENT RE, SPIFFY. I EXTERIOR WALL SCONJE _ --__ TO GRAD- 12 E TED swF1t - { ALUMINUM GUTTER W/ PANEL W/ WOOD FRAME i i ' IT - ECU MOU LIGHT� W000 SILL REMOVABLE SCREEN � � c • _� - _� I R 1 A _rl F - �_--_' KITCHEN EXHAUST H000DOWNSPOUT TO GRADAND BRONZE SCREEN_-- --- - - ' WOOD CLADDED BEAMEXTERIOR WALL SCONCE _ LL _ 1 �IA-_r- BEAM CLADDING { _ _ _ _ rREMOVABLE SCREEN12I 1 _ a = �� -.-= it - _ PANEL W/ WOOD FRA _ -r-] t i I _ _ _ __-f.r- _- _- _ _ 12 PERGOLA BEAM- 11 i t - _t, ':rr Y=�:bL,itr -- r .- _ _ :'J --_- , : -.-=L)r - ---= - 1 -. �_ _ _ .- 12 AND BRONZE SCREEN 4.5� 2- c 1 - -H7u :. 1=:,T� -z c_. - r.:,-1{K _ir_____ y__ _ 4.5 DOUBLE 2"x B" ;11 .LL 11�L5...-.L.�> - - . - Y ` .-�b�II J_� - 1 - _ r`L"_f _ _ - FIN.SECOND F100R -f _ '� i-1-' L = - 4r° a4C, Y T�TIT. _ L -'.1- _ --'__.. y-, . .. T,.��,.,_- - - y..._�e,. -., .. -_ —14. LUMI 5 - E z L _ - = a +;Yl d., 2-Iv_ --Y Tr. ` _ 1_. STI - _� I _ OWNSPOUGUTTEDRW/ NY N 1- - - ! ---1 - _ -- -- - -- _ --- I_I _.-. I I ELE EV 20��" ry ry _ - -�� _ r ti uC, L -'--_r -)- 1 .- - - - _ _ ERGS_ ..:1 _ -_- - -- - -_ -__ 1 211x6" 0 � JOIST (Tx6" 0 24 I _ 1 YPJ ~i ALUMINUM GUTTER -. 4 D li i i- - -- I' std I' r' f - 1 _ __ _ ____ Y: _ _ - ! _ L - }- F COLUMN (TYP.) m j r r _ r TO GRADE r +. -_ A _ __ _ III E', W/ DOWNSPOUT _ - =-i 1 1 I .° - � '� A l i ,, I �',_ I, i Y WOOD GUARDRAILS� �, - I I •. - � _ � -__ I i _ . __. . z --_ - _- 'II I `� v W000 STAIRS WOOD CLAD— COLUMN _ 1 1 cg w t, c II 1I ° WOOD POST AND COLUMN �' - - " -_ - - _ -- - - - 1 - HANDRAIL / .-- -- -- - - - Fo- -� WOOD D - ~ I I I I °y � � � I II t 1 I z / 1 I I I I _ -- ._- ._ - I 'I - - ___~ -� ••• m - __- � J I W000 COLUMN I1 w w GUARDRAIL 1 WOOD FIRST FILODR i, III 1 iI'� _ _ v' , WOOD I I I FIN -- a/i' . - - - - - - - - i.o.FOUNDATION m I- _ ._. m _ I -_-R i'- - -.-_ ' - -t m °' BRICK STEP ELEvat II _ _ __ -� r'1 AND LANDING I ELEV-1, GIN PORCH ------ -__ -- --J6-T- -. o/z• _ _ BRICK PAVING - f EXPOSED CONIC. n .j.2,tt ° 'dl, :'f3C` - `I� t, (:r I 'I `'�' _ '` Er.- : �',�! a .r.a.cRAwL s _ �/ - _:-:, -,.._..-. _.':I;- ., - v :, _ _ _ �- .' • i, i �- r _ _ I __- __ _ _ I_ :. PACE ` , .. I 1 q {a -_ - - - - _ _ -_ _rt- I iFt -_-_' -.: - ,_ � ELEV:B:-11. n 'I _ .cC T L. : 1 __ t ' T- , - _ _ - - .v-` _'-=- ��».._ i � n re: - I.a_ `- T'le, _ 17- -: - - '.=r .I{r�r.��p - r B"x16" AIR VENT I I : �_ Y t :� ?'4_ - i.r., _':__ _' __ :•-•;- __ ��••y..�c��. _!.: -- - -' r� _ _ I «T .__ - B.F.E. � ., - ::. : . r:. -' 1,: , i.cir .:r.. , r.-'=r.. t... ,-s yt , f.T" ELEv:e:-D.. - I La�I . -'- -'moi- W/ INSECT SCREEN I I I - _ r.0.FOOTING I 1 ( LINE OF _ . WOOD POS . . -"�'rs t»_- . _ : 1. - - _ _ r _ _ -_ -- __ 7 AND I. i n m " -.F! .�;VJI�I BLOCK FOOTING _ _ __ _ _ .� L_____ WOODCRAWSPAC LACI CEr Ij��-LI _ILII 4" x16 AIRS I_ r -� GOING. PIER ANO :. J 1 - � I I�-LINE OF________T LL ELEV6'-0 i' -L_ J_L____ _J II N HANDRAIL n a'kB"x16 CMU r r l CRAWL SPACE WOOD FACIA V_- ILLI WOOD ST I - m - r=I-L= L - - 1 �_- I_I FOUNDATION CONIC. PIER AND FOOTING .�__LI BLOCK FOOTING r -- ELEv:s-o i' I________________'_y_ L_ FOOTING XPOSED GONG. E.T.R, OUND SLAB, FOOTING, AND FOUNDATION -- - - - _ E.T.R. CONIC - - I I _ -- -_ - - �- - --I' - - --- - - --- - - - ---- �,0. r c Lne SLAB, FOOTING, I I 26"248" LOUVERED ' -- - - - - ELEr r-e z" •A- AND FOUNDATION _ - - - _ _ - - - ACCESS DOOR I_______ II', I _�_1__I - - - - _ - _ - - - - - - _ _ CONIC. FOUNDATION 12" DIA CONIC. PIER - 12" DIA CONIC. ------ AND FOOTING / ,1 ` WEST ELEVATION AND CONIC. FOOTING PIER AND ' SCALE:vf - ,'-0" �„ZSOUTH ELEVATION calNa FoonrNc SCALE '/" - v-9" SILDG. 3-TAB ORGANIC RID SHINGUNDERLE LE OM ORGANIC FET .,I -I --- `�YP) i -I 1,. - - - - ._i_ - _-- -- ELEv aa..7�: W/TIC INSECT VSCREEN ER T --._- CHIMNEY POT BATH EXHAUST HOOD 1- - =' CANTILEVER HEADER ii ., r- T 1 �- 11 r - 1't i _i-" rr L. 4.5�- - - _ i_- BRICK MASONRY (BEYOND) Li .I' r -IT r F _ _ ___ r Ir - - __ _ HIDCE t n 12 W000 SILL 1 _ L r- fl '^ �.> a CHIMNEY CEDAR SHINGLES W/ - 1 d Tr I" L 6E E R • -� /'l12 - i' _ - - -- 1 - rl f 12 "` BATH EXHAUST _ - 11 - ELEV / 1 I� I- , d = 1 i - . 1 DA SHINGLES W/ - 12� i' - 1 - HOOD 6" EXPOSURE (TYP.) I I I - -, I I - Jf � I \ " I T TI1- ___ i _ I URE (TYP ) __ _ �r - - 12 _ - I1 - � 1 - - - \-�1�- XPOS ALUM. SCUPPER -T-i 0 © _ - j_j�_ BOILER AND _ I t-ITT- - 1, - EXHAUST VENT WOOD FACIA AND SOFFIT 1 { 1 ._ - - i I h' n _ 1 ER TO I _ fl T II - - m n ^ -I - - _-- - 1 - I L F _ METAL RAILING 12 - -.. , 1 'r I iL - . 4' -�1 - + ' tL_i-r n' ,9 72 - _ - - _1 1. SHINGLES 1 tt• - _ - .I-J __ h - 71r_ \` -c, _- 1 CEDAR EXPOSU E ��, 1- -- u2 1_ PATRICK - m -- rt . - _ - 45I __ ______I - _ -_ - _ A- -_ 12 _ (TYP. BRE TO D GUTTER a.5� - Ii 4' -� _i M1 rt - ,. -ir - -- i i _i�i - ` I' �� _ - - _ _ - - rr_---r+ m _ - ----- F'r-,--- --- �, `r 4 ) NNAN i..� FIN.SECOND FLOOR u:-¢ - -- I_ I- I n - d 1 - I' - L� ARCHITECT TO DOWNSPOUT ELEv.2o'-4" 2 � 4.5 WOOD CLADDED - -- - 1 L_ - , �_- 6 t __ 1 _. f � 1 I I h- m ��o -- -- - 1 - F� - - - I--I -o - -I -_ IF — _ + mq 1 __ �J 1L_r_ _ � _ _ - ALUM, SCUPPER •N� VIM /p - — FIN BALCONY _ ELEV:20--lI oao --_------- ---L -_ - - - - - _ -- O DOWNSPOUT ° ° 1 T ___ ___ m __ __�_ - 1 _--L --1-� WOOD CLAD 7 r� PERGOLA JOISTS- ___ - _ _ COLUMN (TYPA 2"x6" 0 24"-/- o.c, v F-- - _-- - -- - SECURITY LIG T _ - --_ ',ci - _,, _ _I_ I - - D $ - - - _ - B _ _ _I _ - 1 ' ALUM. GUTTERHAND - I-i - - - -f T I - -_ _ , - - - - - _ - I y --i- 1 _ - I� WOOD GUARDRAIL (TYP.) :m a. a. F O _� - - -- O -- 0 1- 1 -1 DRYWELL I _ _ __ h Q --- A_G_ _ _ --__1_I f_I III a +u. _ r n. �_ " _ DOWNSPOUT TO _ _ _ _ _ z -- L PERGOLA BEAM- 1 1 e I '}L 1 - - O - -- r -- m - - -- IS E - - I. WOOD DECKING q/, 025365, JOQ I • DOUBLE 2"x13" m '' I -- - - _ 6 X6 1 1 ._ -- 1 � -----___---r__�___-_ 1 - __-- r -- - - _ 1 - - - 1w � � -F -�" --'' - -_ I-i I- i._ - i WOOD FACIA NEW RICEE,00n - -r-- - r - BOILER COMBUSTION AIR j 1______ 7__� - _- . ___,___ r9III 212.9139.1123 W/ z1fi" AIR VENT t __- - -_ --- ---_ ___ _ - -____ _____ - - _- i- WOOD STAIRS VENT (1 HIGH, I LOW) 1________ - 1 ---_ __ _. - -- -_ -_ _- -, - - --- .T1 © COPYRIGHT 2002 - ____J___ >________ _____ _ y WOOD,CO BRICK PAVING _-_ - I _ ___ ____ -_ _ _- -1 II /FlN.FRsr FLOOR ri-___-___ -- - - - ---_I ie -_- _ _ I. _ I - 1 J - _Z -- I_I II iI I' � , , WOOD ODRAILST AND -7F2,-,r r,£ LUMN 1 1 I I I f 1 -- _- _L II _- L - �—B ELEV 11'-V/i --J -f-L t 1 II I --- ----- -- KLOS RESIDENCE c.c9AwL SPACE _ GRATHWOHL ROAD, II - - --_'- _=__- _ '----- --- --------- - --- ) n ;` x ° NEW SUFFOLK NY - - - - - - - 1 - - - - - - - i --� —�- �--T n , 1= erc °.'. -- - - -- - t - - i, i — 1 : . :.(F"T krT'itr:r� k T-,yJIIII I , II II *-+----- ----y-i---i'-L-T'--TJI_LTI eLEv aoJr _evc'e0 ---- - - z -_ --- --� - - �----- -iL' - I: I- - ASH PIT DOOR ____ ______ ______i_y________________________I__I____I___!_�.___J____. ELEVF S'ELEVF 13'-ON n m 8 x1fi AIR VENT ____-_______ ____-_� I-J L j_ -- --r--_ ---1_ _____ I__J_� I EXPOSED CONIC. - 4 Lam. -i T� �0020� __J __J FOUNDATION EXPOSED GONG. W/ INSECT SCREEN t 1 1 1 LINE OF I 1 r -- Tl TLE CRAWL SPACE _ - I FOUNDATION WOOD LATTICE I 1 - _ . _ SLAB - - - - - - - - - . - - LINE OF CRAWL SPACE EXTERIOR ELEVATIONS I - - —E.T R. CONC. SLAB, - - - - - - - - - - - - - _ CRAWLi6" CMU FOOTING, AND BLOCK FOOTING n PROPOSED EAST ELEVATION — 12" DIA. FOUNDATION BLOCK SCALE:'" 1•-D" PIER AND �LRTH ELEVATION CONIC. FOOTING Dore OCTOBER 2002 , i SCgLE '�S'foIIIen PB, .SW 1 oaarrv'erx SN1 - CAEc IEZ17 . PB l%W*`ZAC AO `t; '•,-- .AKIos\Drawm9s\KLOS A-05 dgn 6T27200-9.27 20 PM _ _-- - _ -� '--""--'---_-- -- ----- f. III CONC PIER SIMPSON •LSTA24 RIDGE STRAP R ROOF RJpGE- DOUBLE gEyISICMIS' FACIA RI x10" RAFTERS p 1691 LVL " - f �- BLDG GE A--oe HEADER- TRIPLED�q"7%,NKPSL RIDGE EaaHT RAFTER ( ) x.44 ASPHALT SHINGLE 2" 66O CEILINGAJOISTS SOFFIT, 5/12/2003 JOIz RIDGE- DOUBLE 1Yq' COMPONENT lf4'K14" LVL AC LY 2 � - HEADER TRIPLE IB/q" /z LVL 0.44 15LB FELT _ BATT INSULATION R-38TYPJ BUILDING DEPARTMENT 2" R-RAFTERS A19 TERSATT INSULATION / _ 2" R-381 LNG JOISTS S 0 1N D.C. 1.65 360 9B' BATT NSUL 0 16" D.C. Is' �'� IIwyI,� -I1- "-,, 'i_-- - _-i_ -��_-, 1,1 ill Ill h'I HEADER- DOUBLE 2"x1o" 6 PL 0p QN, ' SIMPSON +H2.5 RAFTER TIE - A.='� -�- " `.�, R-19 BATT INSULATION 0.45 GYP BO I ' 11 a x8 RAFTERS---`�� /z" -� u c 16 o c II _ II i �' - BUILDING :DF,PARTMENT n EACH RAFTER (TYP) HEADER- DOUBLE 1Y4"x71/q" LVL 0.68 S. FILM E5 �L i� *, L.� .. + ' 'i '`ti _ o'r`s x/+ b`Li. ' T;i i- -` `_- C,-,'' U,'S i'+° HEADER- DOUBLE 2"x10" %iPPLIGATON. HEADER- DOUBLE 1Y,"x71/q" LVL A-0B •~ i I ;, , 1"('s 41.45 TOTAL c 7 CEILING 1 HEADER- CEILING Y,- L WALL REVISED EN T. V „ R 2x10" LEDGER (T J - -- CASE RETURN' ARS 4' YP \ SHINGLED 2'x8" LEDGER AT A 0e 5LOPED ~ +(1• : PANEL GRILLE ` t�,;.;, LAUNDRY CHUTE. 1/, ' PER 12" PITCHED ROOFIT I n U 1/R 0.0299 �� -- -- - - -o E W • � ., LAUNDRY CHUTE HEADER- DOUBLE 2"XB" �'' I of WRNDOWS2 x8 SLOPED�I � CSLOPEDr, �'��IPi eBe CURVED 2"u4" STUD KNE ALL H 1 q GE z" LVL H LL •� '•.•`i FIRER 3/211x3/2" WOOD NEWEL POST TO FIRST FLOOR `+1 •••� J•1'• z `� _ N W/ W000 SILL 2"x8" FRAMING 3 CEILING "I I o i LOCKING 1 16x16 INSULATED _ �_ •: ° 2"x10" CONT. / _-- , �� , '/ ho AND FIXED ORS \\ � ` Tk6"NOTE SUgSTSTm 6'S a.a R COMPONENT aY Dx9Iz'TLVL EE - o - j -m�-, ! n-0e WOOD LEDGER EAGER DOUBLE A-oe `- --a I ALL GLAZED SOM FIREBLOCKING 2"x8" RAFTERS 0 16" D.C. [SEE NOTE ON SHEET A-4.5] - - 2"x6" CEILING JOISTS 3 `t If v 1 )WINDOWS a __ - W/ R-38 BATT INSULATION 0.17 O.S. FILM OOD GIUARDRAIL _ ^ 1 I 2"x6" CEILING JOISTS aT e 9 BEAM- DOUBLE \\ DOWNSPOUTALUMINUM GUTTER DRYWELL 0.87 CEDAR SHINGLE ';x e m /q'^ SOLAR a 16" o.c - ._ -° I o mo pi 1�/q"x91/ " LVL .'' �� 12 0.06 15LB FEL) 31C CLEARWOPENING e G ll',,, T&GT C14L �o ! 12" o.C. TO DOWNSPOUT 4.5 / - - - - 4' .., - �, ELEv:2o'_q., \ 12 HEADER- TRIPLE 2"x10" 12 _ M. GUTTER m '(BEYON2b) 2 FIN.SECOND FLOOR 0 78 5/" DX 2"X6" 0 16 0 C -�4.5 0 m - SIMPSON- •ST22 -_ -- - _ i 'f LA i ' - I - - - FIN.aAicprvr a 19.0 5%2CBATT )NSUL. _ _ _ _ _ ___ - - - _ _ 4.5 I I ^^ _ - __ _ -_ - r•-r� �� ••••' 4 - - STRAP TIE (D PER - - -- ELEv 20'-,Y:' 0.45 1/z" GYP BO '!� rX.,� HEADER TO 0.68 I.E. FILM N HEADER- SINGLE - - COLUMN CONNECTION i ___- I' 1x6 WOOD FASCIA _ - — - WOOD CLADDING u A-oe T -: WOOD SOFFIT W/ VENT AND 22.01 TOTAL FACE AND lY4"x9%2" LVL I BEAM- TRIPL�y( 2'x10" II ,- ' I -- -' INSECT SCREEN (TYP.) =HOUSED S" R-19 '' W0DO CLAD COLUMN i1 WOOD CLAD COLUMN P a LL � , r ., - - 2' x6" EXTERIOR STUD WALL A U - 1/R - 0.0454 -_STRINGER ''I INSULATION Ili o '' t -- - -- W/ R-19 BATTINBULATION (TYP.) - _-- REMOVABL WOOD " `- FACE - ^ ANDEBRON EOSCRELN WOOD T&G CEILING o o PENING AT STRINGER LL r q j R-20 BATT f _ 1 - _ SHELF CREATE -, ,I INSULATION o {- _ - --- - - - ° '- P1T.02"Bx6'OBIRLLUP INSULATION DOUEXISBLE AIRAGRILE EURN INSULATION - _-- - - -_-"-__ III ., _ _ _ ,- - 1 r DOUBLE 1 x9 ALL c o L -TRIP WOOD STAIR _ n DRNL - BOOR/JOIST r m f AM PO BLE - - 2"x8" 1 x91 0 16" o.c. - - -I -- -- - - i, B q„ I' ` - n -- - - AN COMPRESSIBL. TERMITE SINSULATION BLOCKING P0 Y-O" D.C. - @HRAGM BLOCKING 0' D.C. P O"XE NG )III p AND GUAR D ELEMtt'-41/i' E B"X10" REINF. ON OP.T. FRAMI�MG--'-_ n LVL q __ FIN.FIRST FL°OR __ .0 I 250 1 x9 I - l --'— O.CRAWL SPACE CONIC. TIE BEAM LEDGER- DOUBLE - I I W/ 10 MIL I _7 _ _ 2" CONIC. SLAB m ELEv:n'-a% ¢ y 2"x8" P.T. ` - �__ _ N ELEV:B.-p, - ¢ - - - - - - - 4 CANTILEVER I -� I VAPOR BARRIER - _ ., 8"%10' REIN E. m ' 'I FLOOR JOIST �' _ - - - .. - El 111-0' I m f CONIC. TIE BEAM } _-�J `_ EXISTING FLOOR CONSTRUCTION - - ' EXISTING FLOOR J CREATE OPENING _ TO FOOTING AND BEAM TO BE REMOVED - - - 8X10 REINF. CREATE OPENING n FOUND. WALL - ELEv.s e • 12" DIA CONIC. PIE - = CREATE OPENING CONC. TIE BEAM AT FOUNDATION WALL J CONSTRUCTION "' T1\ - ' ' REINF. W/ (2) •5 AT EXISTING - AND BEAM \ /o\ SIMPSON •SST816 ' - T.o.Foonrvc o 6 12" DIA GONG. PIER 1 TO BE REMOVED A-O��06 SWI DIA ANCHOR BOLT 2" CONIC. SLAB AND VERTICAL BARS EXISTING STAIRS FOUNDATION WALL - L V: -D x" EXISTING STAIRS _ Z-V B 48" o.c, (TYP.) _ - CREATE 6" DIA. _ 10 MIL VAPOR BARRIER _ AND STL COLUMNS n A-oe COMPACTED FILL ON COMPACTED FILL - _ TO BE REMOVED Y P --_ - 8" GONG. FOUND. WALL DRAIN OPENING. TO BE REMOVED 12" GRAVEL BED - - ' [ - _ � y 4 9 TOTAL OPENINGS AND STL COLUMN --- - }- " AND CONIC. FOOTING COMPACTED FILL TIO,EXISTING SLAB /� nJ EXISTING GONG ELEV:z._e�•, .,La 8" DIA CONIC. PIER o FOUNDATION WALL AND 12" GRAVEL BED AND GONG. FOOTING E.T.R. CONC. FOOTING TO REMAIN - FOUNDATION WALL, CREATE 6" DIA. 6:, 3'-0" Q GONG. FOOTING 3'-0" 0 2"x10" DIAPHRAGM BUILDING SECTION FOOTING, AND FLOOR 3' 0,1 DRAIN OF, R-38 BATT INSULATION REINF. W/ (4) +5 BARS BLOCKING sG-E y,' - t'-p^ GONG. FOOTING 9 TOTAL OPENINGS 1"X6" WOND RAKE FACIA _ x6" WOOD BLOCKING BUILDING SECTION BOTH DIRECTION (TYP) 4 4'-0" TE GE- DOUBLE fl C RID • \ NS9 BAT N 2 SCALE'1/." • r-D' W X L EXTERIOR 2"x8" RAFTERS tfi" o c, W/ 1Do"x14" LVL ^++° RIDGE N 19 BATT WALL FRAMING 2 SIMPSON S LSTA24 I I HEADER- DOUBLE R-19 BATT INSULATION UBLE 1y,"X911/z" LVL RIDGE STRAP 2"x4" BLACKING— 1�,"x911/z" LVL AIR SPACE BAFFLE ADJACENT 0 EACH RAFTER (TYP) WOOD SOIFFIT CONTINUOUS SIMPSON •112.5 RAFTER TIE - - - - - RAFTERS _ _ RIM ,BOARD EACH RAFTER (TYP) "^ a R, CEDAR 2No FL WOOD FACIA CEDAR SHINGLES _ BUIL) 1 WINDOW 1 EAGER- DOUBLE "�" - ...FLO.. - - - ---- RIDGE- 1��"x14" LVL - TUOPENINGJOIST N 1 ,"17/," LVL _ �',' CDX PLYWOOD s BENCH W/ nI - SHEATHING © j /e° CDX PYWOOD HINGED SEAT B"x10" REINF. CONIC. 1"x6" WOOD FACIA WOOD LOMUVER SHEATHING A iv 2'-2/4' 2'-2/ 0 _ Yq" PLYWOOD TIE BEAM (BEYOND) SUBFLOOR CONTINUOUS BEND CORNER OVER INSECT SCREEN 0 N FIN. FLOORING CREATE OPENING - 2"x6" P.T. SILL RIM BOARD BOT aF HEWER SIMPSON FACE MOUNT WOOD SILIL LEDGER- DOUBLE R-20 BATT AT EXISTING I 2"14" P.T. FILLER B'-B" AacI 2ND a. FOUNDATION WALL 26"x48" LOUVERED 6" 1 " GYP BD ` HANGER HGU55.50/14 INSULATION SUBFLOOR /2 PAN FLASiHING Q 2"x B" P.T. ACCESS DOOR HEADER- TRIPLE FINISHED CRAWL I �/ SLOPED CONIC. SILL SIMPSON FACE MOUNT 1�q"x111/," PSL 2"x6" STUD WALL ITYPJ FINISH WOOD SPACE. ELEV; B'-1" WOOD SOFFIT W/ HANGER HGUS5.50/10 DECKING I%" DIA ANCHOR BOLT B.F.E. ELEV: 8'-0" [v a FINISHED GRADE R 48" c.c, (TYP.) VENT AND INSECT HEADER- TRIPLE 2 'x6" FLOOR JOIST ELEV 7 11 _ SHED ROOF DETAIL SECTION RIDGE DETAIL SECTION DEITAIL /B 6 -4 DO EExss CONT.c SILL PLATE L B SECTION )LEVER FLOOR JOIST SCREEN (TYP.J 1�q"x9'/Z' LVL & o c EXISTING CMU AT-TIC VENT AND RAKE CANT A s COX PLYWOOD Imo', SOLID GROUT scuE. El! :' - ,_O O scu_E.'y, - t o " •4 DOWEL BAR m 48" o.C. 6" III �;" - T-o" 2"xs" P.T BILL wood FACIA PATRICK AND soFFlr B R E N N AN 1 y,"x91/2" MUD ROOM BRICK LANDING 8"X10" REINF. GONG. TIE BEAM YJI/PRO 250 �, CRAWL SPACE ACCESS DOOR AR TECT FLOOR JOIST ALIGN SIMPSON •112.5 E T.R. FOUNDATION DETAIL SEC C 16" O.C. W/ SURFACES RAFTER TIE WALL TION aR SPACE BAFFLE N �PEp AR�y/ R-20 BATT FLUSH 0 EACH RAFTER WALL DETAIL SECTION BOT. OF �f INSULATION J CANTILEVERED SCALE';:•' • t'-D" �•� V�-VINg S2�F�� Ill SIMPSON +H2.5 WOOD SOFFIT W/ WOOD SOFFIT W/ SCALE;',• - r-o^ RAFTER TIE VENT AND INSECT VENT AND INSECT 2"x8" RAFTERS HEADER (BEYOND) a �; HEADER- 4 EACH RAFTER (TYP) SCREEN (TYP.) SCREEN (TYP.) @ 16" o.c. s/B" PLYWOOD 2"x6" CEILING JOISTS B 16" o.c f coL. Q DOUBLE 2"x10" SHEATHING T&G WOOD CEILING �D PIER ' a OPENING 2"x6" CEILING JOISTS 2"x6" CEILING I ' y e 16" D.C. W/ JOISTS Q 16" o.c. __ __ _ CEDAR SHINGLES CEDAR SHINGLES SIMPSON •H2.5 RAFTER TIE Q` R-38 BATT INSULATION PERGOLA JOISTS- s CDX PLYWOOD I 4 EACH RAFTER (TYP) T 0 J CREATE OPENIN i 1 l DOUBLE 2"x6" SHEATHING y2F 26365`)•1 O (61ST -_OORN 6" ro.HEWER e'-+'/:, METAL FLASHING - _ ABovE FIRST BEAM CLAD o_ Q€si`) STREET „ - -- - - - - _ - - --- - M'p FACIAn'_ NEWC COPYRGHTYW 10017 w I TIE BEAM NBEYONO) °%6° TOP m PERGOLA BEAM- RAFTER SEnT p/•. TO DOWNSPOUT 2"x10" _ O 4 l AT EXISTING z _ TRIPLEr F W FOUNDATION WALL a _ 2"x6" P.T. SILL DOUBLE 2 DOUBLE 2"x8" 1x2 i.o.HEWER a RAFTER SEAT ANp RAFTED SEAT AND T 0.HEWER eFL. HEAD EYOND) TTER T p.EXISTING /z GYP BOARD CANTILEVER HE HORIZONTAL 2 FL ADD SOFFIT W/ VENT o P/t17✓ECT Afa,+E-212.989M23 FourvpnnpN waLF PLATES (BEYOND) 6 MOVE 7&GS CEILING VL \ 17�, _' L sueFipole BT FL WOOD SILL m \ R"x6 CEILING JOISTS I�i1 - a SUBFLOOR TO z GONG. ISLAS G STRIPS VAPOR BIARRIER TRIPLE 1�gRx91/ LVL TRIPLE �, x /z�LR INTI \ - - eor oF, PERcoLA VERTICAL 51LLTPL BE M T&G CEILIANG '<' PERGOLA JOISTS- SIMPSONEC+ST22 SCREEN TRAPYTIE. o KILOS RESDEN CE SEAII MOVE B.FE _- - --- /, -- - 2"x6"YP BOARDSTUD WALL W/ SH COX PLYWOOD FIRST 11 SOLID FBEAR BEARING CONT. EPDM CEDDARRSH NOG BES 2"x10" o o� o024LE 2"x6 WOODDECKING TO 611 r ;, NEWGRATH WOHL ROAD, c+ BEAM CLADDING BEAM CLAD' FURRING STRIPS H f o,c. COLUMN CONNECTION ELEv:e'-o" SHEATHING R 161 o.c. FLOOR JOISTS i LL SUFFOLK, NY 'II ` R 19 BATT INSULATION (TYP.) CEDAR SHINGLES 2"x6" STUD WALL • BENEATH BEAM PAN FLASHING - - D WALL D TAIL SECTION CANTILEVER BEAM DETAIL SECTION CAPVTILEVER BEAM DETAIL SECTION Y," cox PLYWOOD �,^ PLYWOOD suBFLooRI MPSON- -ST22 scuE Yi' • ,'-p" (1) PER BEAM TO BOOONO ROOF E kI scwE��'• - ° 1'k4" SKIRT 8D 2"xB" RAF (EYOND) ETERS scuE ;',° • ,'-p^ - BETWEENSU RFLOOR 310675 FLOOR D PETCH SILLTAL PLASHING- -- p-O" n 1'_0„ BvRICK PAVING CIOLUMNN CONNECTION AP TIE.- 4 m Tp rro�CT An 10020 NE OF CORE VENT - RIM WOOD FACIA BUILT-UP BITUMICOPPER ous BOARD r� BUILDING SECTIONS METAL CAP FLASHING ROOF NG COPPER JOIST FLOOR m AND QETAtL-8 FLASHING JOISTS Q 72" o.c. CEDAR SHINGLES - ,n t HEADER- DOUBLE JIj - BEAM - TRIPLE j1 SH COX PLYWOOD 1)',"x911/Z' LVL m P.T. 2"X10" CURVED CEDAR 9HINGCE ,I SHEATHING COVERED BALCONY DETAIL SECTION i1 SIMPSON- •EPBss M VERTICAL T&G 8D. 2x8" WOOD LEDGER - PIER. T - 4,0' 2 xB" RAFTERS SIMPSON FACE _ K BCALE 1%z" • 1'-0° �! 4" CONIC. SLAB - ELEVATED BASE (ll PER FURRING STRIPS A 18" o c MOUNT HANGER �., °i WOOD LATTICE 6 OCTOBER "2002" _ SIMPSON •SSTB76 HU470MIN s/0 DIA ANCHOR BOLT B" DIA. CONIC. PIER. -. 1"x2" HORIZONTAL 11 II n 48 o c (T EL 6 FURRING STRIPS - 5," WOOD 5/4"x4" WOOD DECKING '_ - 5 COX PLY B CONIC. WALL FINISHED GRADE (TYP.) (2) +5 DOW HEATHING PER PIER AS NOTE Q N' CD% PLYWOOD 2x4 P.T KNEE WALL _ WOOD SHINGLE 1 I, —CONT. III ,'i - WOOD CEILING _- DOUBLHEADEE 2"x10" HORR RBARS 6" CO. o TIN FAO7V CONT. EPDM SOLID WOOD BLOCKING T&G CONC. FooPAN FLASHING - ,2"X6 CEILING JOIST VERTICAL T&G 0 12" o.c. +4 VERTICAL AND HORIZ. BARS R 32" o.c', a 7 o OUBLE'1y,"x9 2' LVL. c iq O'DOMIAG htl ALUM, SCUPPER RAND RE RAFTER .. H ADER- SiNGL . . _ - I F ISE OEI "x9 LVL LEADER (BEYOND) Iry N B P rvrvC I� ]'-eT 1BDVE FlNFlN.FL. I 6; BETWEEN FL JOISTS BALCONY DETAIL SECTION scREenEiEo CEILING z"Xa" WOOD LEDGER SECTION L BALCONY HEAD DETAIL SECTION ' M BRICK l.PA'VING DETAIL SECTIONJW "�3)�PBCOLUMN 'PIER DETAI 2'Io° '�' 5/Z' BETWEEN INSULATION ROOF DETAIL SE AT BALCONY (2) +5 BARS CONT. G H SCZ 1% - 1-0" BCALE ' 1 1'-0° SCAEI�'� - P-0" B"� BOTH DIRECTIONS�mE, - ,.° IW• L 'SECTIO -r _� @ LAV y-3" & W/C EXHAUST AD AND CL uv, W/C FAN DDGT HEAD AND VALVE MCO CAB.6 1'-3" 2'-7" 1'-5'• ;. 1'-5" 1'-9" SCONCE Q9TE GL�SCR/PTf . fE !S101S P_3:. 2,_�,: P_6.: cry 2'-6" 5/12/2003 . . PITCH CEILING BUILDING DEPARTMENT HEAVY 003 LAV - _ _ I _ _ -{- - CHROMEAPPLICATION DUTY - . _.- - snowER + - GYP BD_ SCONCE- -_-_ - __ 'GYP IBD , $ �_ GYP BD ADDLING DEPARTMENT SHOWER POLE T - - - M.R. - M.R. REVISED ENTIRE ' �- – ENT HEAD _. I - T SHEET. _—__ _ - --POLE , - O O - _ - j 1 H - D GYP BD m n r M�ROR E CTL_J SLIDING TEMPERED g wic _ I . _ _ El _ E - — - GLASS DOORS o '��J BATH THRESHOLD. WHITE _ _ - - - + - .- T _ f?P 1 E� - a - -?to/ 'THASSOS MARBLE _ - - _ 61 �_ _CERAMIC T1lE o 0 o �CERAMIC T _ T gJ7 I _ (POLISHED) W/ 1 -� '° r m QN CEMEN ai @_.__ _- o o j �° 1 �A 4__ C R FBq j m . CERAMIC TILE EASED EDGE '- BACKER 80' `--I- vuvE - o _ -- IL - 7 - a �'l- . r - nm 1 - ON CEMENT _ _ _ CCEI2 IC TILE-_ . - - ._ I• �- n sue —! THRESHOLD. WHITE j BACKER BDF� -� _ w I i I+ LE I I - - THASSOS MARE _ _ __- - -- M.R. - ON C MENT °�� --G� _ ! EASED / GYP BD - - THRESHOLD. WHITE - - -- BACKER; BD - --- -- THASSOS MARBLE -. -. - - - -- -� W/CINQ WC•� THASSOS % W/C - - -� (POLISHED) W/ _, _ _ _ _ - I 'G o \\`i C MARBLE i - - - EASED EDGE __ _ _ _ M ' THRESHOLD - - . - - - - n N /ov _�- -,, —j N \ / — -4 'h q SHOWER---C----- HEAD, HOWER--- _HEAD,VALVES, - . - : _ - - - _ L _ - _-4 -� - - — in IND DRAN BATH C1067 ELEVATION BATH C106] ELEVATION BATH C1061 ELEVATION BATH C106] ELEVATION E BATH C2037 ELEVATION D A SCPLE:'/z' ' 1'-0 ., B SCALE./z 1'-O° SCALE CL SHOWERE /x P_O SCA.E '/i' - 1'-D" NEAT R VALVE EXHAUST H [1067 PLAN L SCONCE 4 LAV SCONCE LINE OF FAN DUCT PITCHED CEILING 1 sBcALc'/,° - r-o^ 4'_6�� PITCHED DIA. ST 2'-0" p-6" FIXED TRANSOM GLAZED DOOR STL. GRAB BAR WINDOWS EXHAUST FAN AND LIGHT COMBO 3/ SOLID IGN TOP REINFORCEMENT OF FINISHED _ cL uv BACKER BD r SLOPED CEILING -- --- - -,-:- - -� SHOWER HEADS /,_2,: 4'_11/2' - 4:-B, 2'-6" HEAD I I I CERAMIC TILS' _ ON CEMENT (D STONE o SHELVES _ Y� 11/a° DIA. ST scoucE- - -- 1 - - o `O - I - STONE N SHOWF,R STL. GRAB BARS i.:• CIAB.. ' -. - -- m n O - - - SHELVES THRESHOLD. WHITE MIgRDR THASSOS _ I �-- -- - � _ BLE - _ _ _ MAR 0 - -. _ I M.R. --_ -V•. seowER W/ _ (POLISHED) --- ------- - - EASED EDGE e -- --- HEAD,RALVEs. m — _ }H- -T-_'—_ -1L vPLVE GYP BO AND pRAu _ _ W RECESSED ._ .- .-,. a CERAMIC TILE m * o C- G7P BD -�j - - j o = !• j - _ - f m I SHOWER ON - m - - - MED CAB. _ - CUSTOM PAN '� _ _ _ --- -- - m ,o :n LAVI 1--r' t«—�- - m - - _- _ t _ -- SLIDE ,OPEN SLIDE OPEN CCERAMIC TILE-1 _ _ - - o ao - - ON CEMENT' ro rn `° W/C F_ - _ CEMENT' M n BAC SLIDING TEMPERED - _ _t GYP BD LAVI, - CLASS DOORS I Gl F E ONRMUD EIEo r BATH C203] ELEVATION L GLASS RwH1TE BATH C2037 ELEVATION 2037 ELEVATION G (� BATH C F THASSOS HE MARBLE C' scALe yx° . r.o' H scaLE.h r-O" - - - scALE '/i' • 1'-O'• (POLISHED) W/ EASED EDGE MASTER — eWc BATH _- W/C SOFFIT SOFFIT SOFFIT E2031 _- a 5 PATRICK 4 'F- RENNAN —MARB THASSOS m ARS C T MARBLE _ EPEC AR�Ni BATH C2031 PLAN THRESHOLD 2 N SCALE:''/i' - r-O" MICROWAVE I ,, N N N EIH . - -Wl_EXHAUST � 'E N89F�/Fn .. '• � DOUBLE SIDED 2'-2" 11 3'-O" P 2'-0" 11 T-O 9" GLAZED CABINETS m BACKSPLASH p HIGH CTR.TOP iv m - - - Qr _ CTR TOP �D o CTR.TOP 1° '9 0253 y0 f 52 TF 2 � EET ro j. f ' NEW YOR . 0 10D11 N m ° ° ° ° 212.989.1123 ry ° COOKTOP ° C REF OVEN OUT - _ © COPYRIGHT 2002 Ll PANTRY `. STI N a PRO✓Ecr N9ME -LL KILOS RESIDENCE' I , GRATHWOHL ROAD, NEW SUFFOLK, NY WOOD FL'OgRINc = KITCHEN C104] ELEVATION L KITCHEN [1041 ELEVATION ) N O! : n f U SC&E:y�' - T-D' SOFFIT SOFFIT p (TTP. - KITCHEN Pga✓EcrAo C104] 100201', rfr2E Ir----IT - - - - ' I BATH AND KITCHEN ��* " PLANS & ELEVATIONS \L C KiOO li, . I III C eri ,li . (___� a � CORK GLAZED DOOR 1. BOTH SIDES 11 11 L � (ABOVE) i � I1 'll I Lt i,ll� . , LJ Li M DOUBLE SIDED 1 BACKSPLASH Z79TE QO It!7 GLAZED(ABOVE) GAB O;O f PUL = OCTOBER' 2002 m .' CTR.TOP I toI' T `° HIGH CTR.TOP , li REF. WALL r � & m PULL OUT �M�R. GYP BD. TILT OUT E-T7RAY li 1 M.R. ''OVEN TRASH BIN -�� SPONGE - _ _ _ - .. -_ _ __ GYP BD. SNK ___DW-- SINK ° v.1. - I " ' - I Dw I I N �sl�B n PB i ° im , II{'I 777 OT asw.av Br.B SW .SW I_ _________________ I- 1I - Pd1A � ' iL 1 1 Q519MJ4C M7 � 1" TTP. 3'-2' 6'-7" 2:-0" 1 - 11'-9" -N KICK SPACE KITCHEK KITCHEN 0�i I KITCHEN C1047 ELEVATION SUPPLY REGISTER N C1041 PLAN C104] ELEVATION O SCQE''/y 1-0' 'a 2 SCALE:,,/Zi - 1._D., .\XIpsCOrawings\NLOS A-07,dgn 5/30]2003 9.35 41 AM - . I 1 MECHANICAL NOTES: MECHANICAL LEGEND LIGHT FIXTURE SCHEDULE ELECTRICAL NOTES: Evrsrays - 1. CONTRACTOR SHALL EMPLOY MECHANICAL SUB CONTRACTORS EXPERIENCED IN THE DESIGN AND OR H HVAC SUPPLY LOCATION TYPE QTY SUPPLIED BY MFT. CAT. N0. AMP REMARKS 1. ALL ELECTRICAL EQUIPMENT AND DEVICES, SHALL BE UL LISTED AND MOUNTED AT STANDARD TRADE HEIGHTS; 5/12/2003 INSTALLATION OF HYDRONIC HEATING SYSTEMS. ® DR K-- HVAC RETURN QTY. TYPE 2. RECEPTACLE OUTLETS SHALL BE INSTALLED 12'-0" O.C. MAXIMUM. GROUND FAULT INTERRUPTER CIRCUTS SHALL BE BUILDING DEPARTMENT I'1 PROVIDED FOR ALL BATHROOMS AND EXTERIOR OUTLETS. ,APPLICATION 2.CONDENSING U SHALL H RESPONSIBLE FOR DESIGN OF ENTIRE SYSTEM, INCLUDING BOILER, ® CONDENSING UNIT EXISTING CELLAR PORCELAIN 4 CONTRACTOR --- --- 4 75W A19 - CONDENSING UNITS, AIR HANDLERS AND ALL ASSOCIATED PIPING DUCT WORK, WIRING, VALVES, ETC. 2 PIR HANDLER COVERED PORCH WALL SCONCE 2 OWNER --- --- --- SHALL CAUSE AN LT AC POWERED AND SHALL HAVLAMP HOLDER 3. SMOKE DETECTORS SHALL BE INSTALLED 12" EBATTERY BACKUM FROM L-UP POWER. ACTIVATIONS AS OF ON OF A ANYSMOONE DETECTTO BUILDING 6/3/2003 DEPARTME 3. PROVIDE EQUIPMENT CUT SHEETS AND REGISTER SAMPLES. ® ___ N], SHALL M E CLEARLY AUDIBLE THROUGHOUT THE LIVING UNIT. APPLICATION. ' 1 4. COORDINATE PLACEMENT OF EQUIPMENT AND REGISTERS WITH ARCHITECT IN FIELD. ® EXHAUST FAN PENDANT MOUNTED 1 OWNER --- --- --- --- a REVISED ENTIRE SHEET. II 4. CONTRACTOR SHALL COORDINATE THIS WORK WITH ALL OTHERt TRADES (HVAC, PLUMBING, ETC.) AS REQUIRED. 5. CONDENSATE LINES SHALL BE THOROUGHLY INSULATED TO MINIMIZE CONDENSATION, L_ SUPPLY DUCT CEILING FAN/ 2 OWNER --- L LIGHT 5. ALIL NEW PANELS SHALL BE INSTALLED COMPLETE WITH DOOR, LOCK, GROUND BUS BAR AND REQUIRED BREAKERS 6. DUCTS SHALL BE LINED/ INSULATED TO REDUCE HEAT LOSS/ GAIN AND LESSEN NOISE. RETURN DUCT COVERED CEILING FRN/ 1 OWNER --- --- --- --- AS SHOWN AND/OR REQUIRED. PROVIDE TYPEWRITTEN DIRECTORY FOR ALL NEW PANELS. r -•� SCREENED PORCH LIGHT I F COAT CLOSET RECESSED- CLOSET LIGHT 1 CONTRACTOR JUNO IC571 I 40W A19 PULL CHAIN OPERATED 6. ALIL LIGHTING FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS. LIVING ROOM 11027 CERINGSLEHT 3 CONTRACTOR JUNO TC20-205W 3 75W PAR30 7. UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT, CONTRACTOR SHALL FURNISH AN UNDERWRITERS MECHANICAL SCHEDULE 5' RECESSED CERTIFICATE. DINING ROOM [1037 CEILING LIGHT 1 CONTRACTOR JUNO TC20-205W 1 75W PAR30 ZONE AREA FUNCTION THERMOSTAT NOTE KITCHEN [1041 4' RECESSED 5 CONTRACTOR JUNO ICI-14W 5 5OW PAR20 CEILING LIGHT ELECTRICAL SPECIFICATIONS: MUD ROOM 11053 PENDANT MOUNTED 1 OWNER --- --- --- --- 1 FIRST HEAT / AC PROGRAMMABLE i INSTALL AR HANDLER IN CLOSET 11097 ON FIRST FLOOR. PROVIDE 5' RECESSED 1. ALL SWITCHES, DIMMERS, RECEPTACLES, TEL. JACKS AND CABLE TV JACKS SHALL BE: MANUFACTURED BY FLOOR VIBRATION ISOLATERS AND OVERSIZE DRIP PAN. CEILING LIGHT 2 CONTRACTOR JUNO TC20-205W 2 75W PAR30 LUTRON, LUMEA 2 SERIES, COLOR WHITE W/ STANDARD DESIGNER WALL PLATES. 2. SUPPLY DUCTS MOUNTED ON BASEMENT CEILING AND FEED THROUGH FLOOR. 3. RETURN DUCTS MOUNTED ON BASEMENT CEILING AND RECEIVED THROUGH COVERED LANDING WALL SCONCE 1 OWNER --- --- --- --- 2. CONCEAL ALL TELEPHONE & CABLE TV WIRING WITHIN WALL / CEILING CONSTRUCTION. WALL IN MUD ROOM 11051 AND LIVING ROOM AT FIRST FLOOR. 4, PROVIDE FILTER RACK AT RETURN AIR GRILLES, CLOSET 11097 PORCELAIN 1 CONTRACTOR --- --- L 75W A19 5. DUCTS SHALL BE MOUNTED NO LOWER THAN B.F.E. ELEV: B'-0". LAMP HOLDER BATH 11061 WALL SCONCE 1 OWNER 2 SECOND HEAT / AC PROGRAMMABLE 1. INSTALL AIR HANDLER IN MECHANICAL ROOM 12061 ON SECOND FLOOR. ELECTRICAL LEGEND FLOOREXHAUST _ - PROVIDE VIBRATION ISOLATERS AND OVERSIZE DRIP PAN. T 1 CONTRACTOR FRNTECH REG 100E l 50w MR16 FLOOD FAN / LIGH 2 SUPPLY DUCTS MOUNTED IN ATTIC SPACE AND FEED THROUGH CEILING. {>- RECESSED LUMINAIREMECH. & PORCELAIN ® FLOOR OR CEILING MOUNTED DUPLEX RECEPTACLE OUTLET $d 'DOOR JAMB SWITCH r 3. RETURN DUCTS MOUNTED IN ATTIC SPACE AND RECEIVED THROUGH 1 CONTRACTOR --- --- L 75W A19 WALL IN HALL 12017 AND MASTER BEDROOM 12021 AT SECOND FLOOR. LAUNDRY RM 11077 1 LAMP HOLDER 4. PROVIDE FILTER RACK ON AIR HANDLER. BEDROOM C1083 CEILING FAN/ 1 OWNER ___ SURFACE MOUNTED LUMINAIRE Q THERMOSTAT LIGHT V:C) DUPLEX RECEPTACLE .OUTLET 1 RECESSED- SPLIT WIRED (HALF-SWITCHED) O CEILING MOUNTED CLOSET LIGHT 1 CONTRACTOR JUNO IC571 1 40W A19 PULL CHAIN OPERATEG EXTERIOR SECURITY LIGHT MOUNTED 12" A.F.F. ,SMOKE DETECTOR UNLESS NOTED OTHERWISE PLUMBING NOTES: PLUMBING LEGEND STAIRiS 11101 PENDANT MOUNTED 1 OWNER --- --- -- -- WALL MOUNTED LUMINAIRE sc CEILING MOUNTED SMOKE AND U CONSIDERATION SHALL BE GIVEN TO TYPE, SIZE, LOCATION, AND INSULATION OF ALL DOMESTIC ®-{ HOSE BIB (FROST FREE) HALL CLOSET PORCELAIN LAMP HOLDER 1 CONTRACTOR --- --- 1 75W A19 1`19 DUPLEX RECEPTACLE OUTLET CARBON MONOXIDE DETECTOR WATER SUPPLY AND WASTE PIPING T0. �-{ UNDERCABINET LUMINAIRE MOUNTED ABOVE COUNTER DOMESTIC' HOT WATER MASTIER CEILING FRN/ 1 OWNER ___ ___ ___ --- c) b TELEPHONE OUTLET WALL DH BEDROOM 12021 LIGHT MOUNTED 12" A.F.F. UNLESS b) MINIMIZE CONDENSATION STORAGE TANK DUPLEX RECEPTACLE OUTLET RECESSED- -�- DEDICATED CIRCUT OUTLET c G.F.C.I. OTHERWISE NOTED b) REDUCE HEAT LOSS/ GAIN CLOSET LIGHT 1 CONTRACTOR JUNO IC571 1 40W Al9 PULL CHAIN OPERATED c) MINIMIZE NOISE DUE TO WATER FLOWPV DOMESTIC WATER WALK-IN-CLOSET ___ ___ ___ ___ SINGLE RECEPTACLE OUTLET $ SWITCH © CABLE TV OUTLET PRESSURE VESSEL PENDANT MOUNTED 1 OWNER 120511 MOUNTED 12" A.F.F. COVERED BALCONY PENDANT MOUNTED' 1 OWNER --- --- --- ___ UNLESS NOTED OTHERWISE ® DIMMER ® EXHAUST FAN / LIGHT COMBINATION PLUMBING SCHEDULE MASTER BATH 12031 WALL SCONCE 2 OWNER --- --- --- --- DUPLEX RECEPTACLE OUTLET ' THREE WAY SWITCH CEILING FAN/ LIGHT ' MOUNTED 12" A.F.F. COMBINATION FIXTURE FITTINGS PENDANT MOUNTED 1 OWNER --- --- --- --- UNLESS NOTED OTHERWISE T ELECTRICAL PANEL DOOR BELL LOCATION TYPE MA UF. MODEL FINISH TYPE. MANUF. MODEL FINISH REMARKS [] EXHAUST FAN / LIGHT 1 CONTRACTOR FRNTECH REG 100L I 50W MRl6 FLOOD BATH 11061 TOILET OWNER SUPPLIED STORAGE CL 1206] PORCELAIN I CONTRACTOR --- --- 1 75W A19 Jli LAMP HOLDER LAVATORY OWNER SUPPLIED STORAGE CL 1207] PORCELAIN 1 CONTRACTOR --- --- 1 75W A19 2' LAMP HOLDER SHOWER OWNER SUPPLIED EXTERIOR DUAL 2 CONTRACTOR7 7 4 100W FL PROVIDE SUBMITTAL BATH 12037MEDICIN ,�� SECURITY LIGHT CABINETS FULL RECESSED WITH MIRROR —I—I-- 13V' BATH 12037 TOILET OWNER SUPPLIED L25"1 54 2JLAN I BATH 11067 __1` LAVATORY OWNER SUPPLIED KICK SPACE r--"-___ KICK SPACE / _____ I z'LAUND.IC107 SUPPLY REGISTER. - SUPPLY REGISTER. s[c0x�0'° im' — 1' SHOWER OWNER SUPPLIED _ vLaan +' r I �T —� _-- ---' HVAC 2-WAY BOILER z9 KITCHEN L104] Lzs^I 21 1125'• z•'I SUPPLY FLOOR EXHAUST VENT I IAV Isw SHOWER DOOR CLEAR TEMPERED GLASS SLIDING PANELS - - - LJ - - - - - - zx v,A.i. +' COTe _ - -- - REGISTER. __I , ly ow slww[RI I s'• vs— MEDICINE FULL RECESSED WITH MIRROR �- _ BOILER COMBUSTION AIR — - ___ Asn -- --- � 1 �'�. SECURIVENT ITY HIGH, LGHT Ow) a°o05 — 00 .0. -- x' +' c.0 C.O. CABINET I, GL ! C C, - EXTERIOR FIRST + + + J me STEN 4 SANITARY RISER DIAGRAM N T.S. It- t_.:' iT HVAC 2-WAY EXHAUST - - SUPPLY FLOOR III FAN HOOD REGISTER. __ _ __ 1 _ PATRICK / REGISTER. ' j BOILER Dxw Pv SUPPLY FLOOR .k.� BEDROOM DAs FIRED FAN/ LIR CEILING - Q©�--'a ` - [1087 ©. I - HVAC SUPPLY TRUNK HVAC 2-WAY DIRECT VENT FAN/ LIGHT I I TRUNKRET A2 I�� /—REGISTER. B R E N fr AN HVAC AR CT _ I SUPPLY CEILING q�L VIN /T ---_ �� STORAGE , / �_ LAUNDRY RM � STORAGE ] CL. REGISTER 'moo BqF� c MECH. & F, F _ `, \` ROOM 1 ' Q �- - - D / LIVING I \ . �> / 1 C107s] / \� ELECT �, STORAGE CL. � er \ '� 1 1' 071 T 025365' JO c �/ _ j., _ - - RETURN NEW fi DW2Oe siREET T ._ T / \ \ . HVAC 2VWAY _ taott �f1 I THROUGH-WALL _-�.- - _ 1q� SUPPLY �,IU4�yI - - -- �---` ----, - 1 \_ ► RETURN AIR /-- ._._.:__.__. � -�, �\\ REGIOSTER. \I . + .I! _I L20 4 � - - _' c c 20RK TO CRAWL ^ O - HALL 1 ' -I O COPYRIGHT 2002 --------- -- L-----------� I \ l " I III -- SPACE— -Y sD BATH I 1 - - =_� _ - -- i. (1111 �crmoic ' -----� __— _--J i \T �� \ I 11017E W/ FILTER STAIRS,, 1109] ;, 3 F. _ FAN I I� � _ \ 1 -- T ` / I ENTRY / M-1 CL. T , 1106] / EXHAUST �" GOD / [1107 ' \ ' _ -_ - .-. .• - S - : '\�--iJ-3 1HVAC-:-,,,,,,wA_ __ T ` ' �� .,-} HVAC 3-WAY KLOS RESIDENCE \\ G REGISTER. //DI COAT ,(��© � t c I ; CEILING 1 Ls_ FLOOR 1 / SUPPLY (ELEV.:CELLA1R'9 ' \ _ _ SUPPLY FLOOR CL _ _ r . .- IREG STERICEILING GRATHWOHL ROAD, - ---- Hunt 2-WAY REGISTER. NEW SUFFOLK, NY I / / MASTER I / �CLOSETI 1 /HVAC RETUR �/ (ABOVANDLER c / FLOOR �'}� / / AIIR GRILLE W/ �oo 111,i I �,- _ -_ �_ - �s sc / __ , PHb,�CT A47 / HVAC 2-WAY ' I ' I \ / WALL RETURN I I `� BATH ' 1203] {fy [2057 1 ACCESS HATCH � REGISTER, / I / / / FILTER M � -� - —J -- HVAC 3-WAY 100201 I ABOVE)LE __ TL �_� / 11 KICK SPACE l 1105] �, I sc SUPPLY Tr E —_-- I SPACE -, I / / 1104] \ ( i _ _ - -_L ' �/ \ CE lsiER. CELLAR, FfRST & (ABOVE) CRAWL - O' 1� / KITCHENI v v LI04 (ELEV ' 8 1') SUPPLY REGISTER \ DINING / E_ / y _ -�I �I } ' SECOND FLOOR TO CLOSET I \ J HVAC y �Hvnc FLOOR ROOM suPPLY / L—_ MECHANICAL & -AIR X1103] �R�IsrER � IHVAC TT 3-WAYSUPPL �F THROUGHWALL /if � � ELECTRICAL PLANS, ` T - FAN/ LIGHT - V / -_.�_�_� / . �� rM _ __�__ O9TE (ABOVE) (TYP.) / 3-WAY RETURNH NOTES, ANDS HEUDLES naovE) �V COVERED - / CEILING L 1 -1- AIR GRILLE EXTERIOR CEILING - -� b�.---- > - LANDING / -�- 11 COVERED 1� REGIsrER 1 I / BEDROOM OCTOBER 20p2 1 i' T \ L7 PORCH SIL --- - Fw,. _ _ ` IT i 7 f I ' 12021 CLOS-E1 szaLE / HVAC 2-WAY - _ DUUSUPPLY FLOOR / ® �`�I�.��. .' _ �� ( - __ N TTS a REGISTER. STORAGE �a - r / - � I STORAGE , SII SUPPLY FLOOR I ^-^- I - L REGISTER. 1 1 rl� EXHAUSGE T CL./ CL L� r'J CL. --I - -- - L�sio en .PB S W EXTERIOR T —�� ` SECURITY LIGHT 1 Y 1 III I aw#w 8)" ., T I I SW . __ EXTERIOR CEILING \ 1 / FAN/ LIGHT I I V / ___ FPb --------- I / ! � � COVERED \ - - � - - � - '�-- ---- - - �� er P SCREENED A� / - -- �, PORCH1�-11: v� BALCONY III CO ERE Ab - L_-- REGISTER.FILING 11 1 CELLAR MECH/ ELECT. PLAN 2 FIRST FLOOR MECH/ ELECT. PLAN 3 SECOND FLOOR MECH/ ELECT. PLAN E P0 ' SCALES N.T S. SCALES N T.S. SCALES N.T.S. , . Klus Orawmga KLOS MEP-01 d9n 5/30/2003 9.34:04 AM - - .- �la �?0, I u r Li :,x?I a r � c B r � 1 Archio tect - 526 West 22nd Street New York , New York 10011 t . 212 . 989 , 1123 f . 212 . 807 . 1909 pb - arch@pb - arch . com ; . � II �; i PROJECT- KLOS RESIDENCE , GRATHWOHL ROAD NEW SUFFOLK , NY GENERAL NOTES i. ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH ALL FEDERAL, 7. THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE TRUE INTENT AND 12, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT 18. THE CONTRACTOR SHALL BE RESPONSIBLE _ STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE WORK MEANING OF THE DRAWINGS AND NOTES TAKEN AS A WHOLE AND SHALL NOT FOR ANY REASON COMPLY WITH ALL THE REQUIREMENTS OF THESE NOTES AND LAYING OUT THE WORK AND FO THE NSIB E FOR PROPERLY AND ACCURATELY 20. THE CONTRACTOR SHALL KEEP THE ARCHITECT INFO T R AND MEASUREMENTS HEREIN. HE OF HIS W ,ROARED OF, PR GRSS 'I AVAIL HIMSELF OF ANY OBVIOUS ERRORS OR OMISSIONS, SHOULD ANY EXIST. DRAWINGS. SHALL ESTABLISH NECESSARY REFERENCE LINES AND PERMANENT BENCH MARKS WORK. NO WORK SHALL BE CLOSED QR,C,OVERE„D. UNTIL �,T:'HA$ 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS AS SHOULD ANY ERROR OR DISCREPANCY APPEAR OR ANY DOUBT ARISE AS TO THE FROM WHICH BUILDING LINES AND ELEVATIONS SHALL BE INSPECTED AND APPROVED. SHOULD 'UNINSPECTED WpRK'BE OO, E,EDII' REQUIRED BY LAW FOR THE COMPLETION OF THE WORK. TRUE MEANING OF THE DRAWINGS OR NOTES, THE CONTRACTOR SHALL BRING 13, THE GENERAL CONTRACTOR SHALL COORDINATE AND SUPERVISE THE WORK AKEN• HEIGHTS OF ALL CONTRACTOR SHALL,, AT HISOWNEXP Y r" ' WORK CALLED FOR "A.F.F." INCLUDING BUT NOT LIMITED TO SOFFITS, ENSE,,UNCOVER' ALL' SUCH- WORKS THAT ' SUCH ITEMS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMISSION OF OF ALL CONTRACTORS AND SUB-CONTRACTORS. HE SHALL BE RESPONSIBLE FOR ITS, CEILINGS, IT CAN BE PROPERLY INSPECTED'. EXPENSE SUCH (NSP I 3. THE SUBMISSION OF A PROPOSAL BY THE CONTRACTOR WILL BE PROPOSAL FOR EXPLANATION OR CORRECTION OF SAME. AFTER THE SUBMISSION GIVING ALL TRADES SUCH INFORMATION, PLANS OR DETAILS AS MAY B REQUIRED DOORS, SHALL BE TRUE AND LEVEL WITHIN A MAXIMUM TOLER- PROP ECT OCU,:HE4;.SI:hMIyLp'',;1;,. "q E O D ANCE OF Ve” OVERALL THE ENTIRE PROJECT REGARDLESS OF VARIATIONS IN THE PROPERLY AND REPLACE, CONSTRUED INTERFERED_W17ry CONSTRUED AS EVIDENCE THAT A CAREFUL AND THOROUGH EXAMINATION OF OF PROPOSAL, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL SUCH FOR THE PROPER INSTALLATION AND COMPLETION OF THEIR WORK. ALL MATERIALS ACTUAL SLAB. THE SLAB SHALL BE LEVELED A THE PREMISES HAS BEEN MADE AND LATER CLAIMS FOR LABOR, MATERIALS OR ITEMS. SHALL BE ORDERED SUFFICIENTLY AHEAD OF TIME SO THAT WORK CAN PROCEED S REQUIRED SO AS NOT TO VARY 21. THE CONTRACTOR SHALL PROVIDE. PROTECTfO : '' I EQUIPMENT REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE MORE THAN /B" IN ANY 10'-0". NS NEOE$SARY TO o WENT - ON SCHEDULE. NO SUBSTITUTIONS WILL BE ACCEPTED BECAUSE OF FAILURE TO DAMAGE TO EXISTING IMPROVEMENTS ON 'ADJOINING ''-PROPERTIES AND 0� ,OWNER'S , BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN ON THAT NOT BE RACOON- 8. THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE DRAW- DO S0, 19. a) THE PREMISES AND THE JOB SITE S PROPERTY. OWNER MUST BE NOTIFIED, IMMEDIATELY OF'. (NGS AND NOTES, S INTERPRET AND EXPLAIN THE DRAWINGS OTHER (THE CO- E HALL BE MAINTAINED IN A REASON- IMPROVEMENTS ANY DANtAGE O' 'E>tISTING IZED. IT SHALL ALSO CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR TION DEEMED NECESSARY BY THE ARCHITECT WILL BE FURNISHED TO THE CON- 14. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP RA ABLY NEAT AND ORDERLY CONDITION AN E ON 'PROPERTIES AND 0 - DRAWINGS, SAMPLES, D KEPT FREE FROM ACCUMULATIONS OF CONTRACTOR Q N TOL' T S 'R O (GIN HAS CHECKED AND VERIFIED ALL QUANTITIES, WORK AND MATERIALS INVOLVED TRACTOR WHEN AND AS REQUIRED BY THE WORK, AND IT IS TO WASTE MATERIALS AND RUBBISH DURING THE ENTIRE MUST RESTORE DAMAGED iMPR'QVENTS T-0"-THE AND THAT HE SHALL TAKE RESPONSIBILITY FOR ANY DEFICIENCIES THEREIN. $E UNDERSTOOD AND FIXTURE CUTS FOR THE ARCHITECT'S REVIEW AS REQUIRED AND/OR INDICATED E CONSTRUCTION PERIOD. CONDITION, AS ACCEPTABLE TO PROPERTY OWNERS IR ORIGINAL; THAT SAID ADDITIONAL INFORMATION OR DRAWINGS ARE TO BE OF EQUAL FORCE ON DRAWINGS. THE ARCHITECT'S REVIEW SHALL NOT BE CONSTRUED PS AN REMOVE CRATES CARTONS AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH N, 4, BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK, EACH TRADE SHALL WITH THESE DRAWINGS, INDICATION THAT SUBMITTAL IS CORRECT OR SUITABLE NOR THAT WORK REPRE- FROM THE WORK AREAS AT THE END OF EACH WORKING DAY, - '` BE RESPONSIBLE FOR THE CORRECTNESS OF SAME NO EXTRA CHARGE OR SENTED BY SUBMITTAL COMPLIES WITH THE DRAWINGS, EXCEPT AS TO MATTERS 22. DEFINITIONS' REMOVE"- MEANS TAKEDOWN AND DISPOSE OF DESIGNATED Tt ,I 9. FULL SIZE OR LARGE SCALE DETAILS OR DRAWINGS SHALL GOVERN SMALL OF FINISH, COLOR, AND OTHER ESTHETIC MATTERS. ACTION NOTED ABOVE DOES SI ELECTRICAL CLOSETS, PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES MA ERIAL', COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL SCALE DRAWINGS WHICH THEY ARE INTENDED TO (AMPLIFY. DETAILS OR CONDI- NOT RELIEVE THE CONTRACTOR FROM REPONSIBILITY TO COORDINATE AL AND SIMILAR SPACES WHICH ARE GEINERALLY ASSEMBLY OR OTHER INDICATED ITEM IN A LAWFUL MANNER" - "� DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS: ANY DIS- L TRADES UNFINISHED SHALL BE CLEANED "SALVAGE"- MEANS DISASSEMBLE', DISMOUNT AND T ' OFF-rHE '$ITE: ' TIONS INDICATED FOR A PORTION OF THE WORK BUT NOT CARRIED OUT FULLY AND TO CHECK QUANTITIES AND DIMENSIONS AGAINST CONDITIONS IN THE FIELD. AND LEFT FREE FROM RUBBISH, LOOISE PLASTER, MORTAR DRIPPINGS EXTRANEOUS N SORE ITEMS -Tp.BE REMOVED,' CREPAN SHA BETWEEN THE DRAWINGS AND FIELD CONDITIONS WHICH MAY BE CONSTRUCTION MATERIALS, DIRT AND DUST. AN OUS FOR REUSE IN THE WORK OR TRANSFER THE OWNER-.IN AN ARE SIG 7 FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION AND FOR OTHER PORTIONS SHALL APPLY THROUGHOUT TO ALL SIMILAR PORTIONS CONTRACTORS AND ENGINEERS SHALL ASSUME RESPONSIBILITY FOR ALL ERRORS , , A,f3E ,NATE[ . BY THE OWNER. CLARIFICATION BEFORE PROCEEDING WITH THE WORK. EXCEPT AS OTHERWISE SPECIFICALLY NOTED. IN EVERY CASE A MORE EXPENSIVE: ON THEIR DRAWINGS. (SUBMIT TWO COPIES EACH) c) CARE SHALL BE TAKEN BY WORKMEN NOT T "MATCH"- MEANS TO PROVIDE AND INSTALL `NEW,' MATERIALS,' °i ITEM OR METHOD SHALL BE ASSUMED OVER A LESS EXPENSIVE ONE AND DIM- O MARK, SOIL, OR OTHERWISE PRODUCTS MATCHING,'THE REFERENCED X ASSfMB{lkg,• OR DEFACE FINISHED SURFACES. IN THE EVENT THAT FINISHED SURFACES BECOME EXISTING MATERIAL', ASSEMBLY'iOR ' 5. L OF THE ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE COMPLI- ENSIONS SHALL BE FIGURED RATHER THAN DETERMINED BY RULE OR SCALE. 15. ALL MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS CONTRACT SHALL PRODUCT COMPLETELY', INCLUDING ACC S - 'I DEFACED, CLEAN AND RESTORE SUCH SURFACES TO THEIR ORIGINAL CONDITION. E DRIES, COLORS AND."FINISHES:'WHEN MENTARY AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED BE NEW AND OF THE BEST QUALITY OF KINDS SPECIFIED. ALL SUBJECT TO THE ,MATCHING IS REQUIREq, THE CONTRACTOR SHALL SUBMIT-'SA - 10. THE PROJECT HAS BEEN DESIGNED AND DETAILED FOR THE SPECIFIC MATER- APPROVAL OF THE ARCHITECT. THE USE OF OLD OR SECOND-HAND MATERIALS IS REQUIRED MATERIALS FOR MPCES OF'ZFNE' .i FOR BY ALL; ANY WORK SHOWN OR REFERRED TO ON ANY ONE DRAWING (ALS AND EQUIPMENT SPECIFIED. NO SUBSTITUTIONS SHALL BE MADE WITHOUT STRICTLY FORBIDDEN, THE CONTRACTOR SHALL IF RE d) CLEAN UP IMMEDIATELY UPON COMPLETION OF EgCH TR -'S 0 A R APPROVAL'. i ; - SHALL BE PROVIDED AS THOUGH SHOWN ON ALL DRAWINGS. WHENEVER AN ITEM REQUIRED, FURNISH SATIS- ADL W RK. ..i IS SPECIFIED AND/OR SHOWN ON THE DRAWINGS BY DETAIL OR REFERENCE IT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. IF THE SPECIFIED MATERIAL FACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND WORK- 'S NOT AVAILABLE, THE CONTRACTOR SHALL PROPOSE AN ALTERNATE MATERIAL MANSHIP. MATERIALS SHALL BE USED IN e) CLEAN AREAS OF THE BUILDING IN WHICH PAI 23. CONSTRUCTION $HALL NOT BE PERFORMED UNTIL SCHEDULE SHALL BE CONSIDERED TYPICAL FOR OTHER ITEMS WHICH ARE OBVIOUSLY IN- ACCORDANCE WITH MANUFACTURER'S PAINTING AND FINISHING WORK HAS BEEN FORMULATED 0 OF,'OPERATIONS =j 1 ANEp SHALL PROVIDE DRAWINGS, SAMPLES, SPECIFICATIONS, MANUFACTURER'S PRINTED INSTRUCTIONS. UPON REQUEST, THE MANUFACTURER'S REPRESENTATIVE IS TO BE PERFORMED JUST PRIOR 70 THE START OF THIS WORK, AND MAINTAIN JOINTLY BY THE CONTRACTOR, THE OWNER•AND' THE ..','.I� TENDED TO BE THE SAME EVEN THOUGH NOT SO DESIGNATED OR SPECIFICALLY LITERATURE, PERFORMANCE DATA. ETC.. . ORDER THAT THE ARCHITECT CAN SHALL GO TO THE SITE AND INSTRUCT THE MECHANICS IN THE USE OF THE THESE AREAS IN SATISFACTORY CONIO THE FOR PAINTING AND FINISHING. ARCHITECT. NAMED BUT DO SERVE THE SAME FUNCTION. 1 EVALUATE THE PROPOSED SUBSTITUTION. IF THE SUBSTITUTION AFFECTS A MATERIALS OR SHALL SUPERVISE THEIR USE. - _ 'I 6, THE WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR, EQUIP- CORRELATED FUNCTION, ADJACENT CONSTRUCTION, OR THE WORK OF ANY OTHER f) THIS CLEANING INCLUDES THE REMOVAL OF TRASH AND RUBBISH FROM 24. ALL WO CONTRACTOR OR TRADE, THE NECESSARY CHANGES AND MODIFICATIONS TO THE 16, FOR THE EXECUTION OF THE WORK TO BE PERFORMED UDE THESE AREAS, BROOM CLEANING OF (FLOORS, THE REMOVAL OF ANY PLASTER RK SHALL BE' SUBJEO7 TO FINAL INSPECTION BY THE ARC017EC7, AND ( MENT, TOOLS, TRANSPORTATION, SUPPLIES, FEES, MATERIALS, AND SERVICES IN UNDER THIS CONTRACT MORTAR, DUST AND OTHER EXTRANEOUS MA ACCEPTANCE BY THE OWNER. _ ACCORDANCE WITH THESE NOTES AND DRAWINGS AND PERFORMING ALL OPER- AFFECTED WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADD- AND FOR THE MANUFACTURE OR TRANSPORTATION OF ANY OF THE MATERIALS OR 0 MATERIALS FROM FINISH SURFACES, ' ! ATIONS NECESSARY TO CONSTRUCT AND INSTALL COMPLETE AND IN SATISFACT- TONAL EXPENSE TO OWNER. NO REQUESTS FOR SUBSTITUTES WILL BE ENTER- APPLIANCES TO BE USED OR INSTALLED, THE CONTRACTOR SHALL EMPLOY 0 INCLUDING BUT NOT LIMITED TO, MISCELLANEOUS METAL, WOODWORK, PLASTER, NLY 25. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER' FINALI.INSPEG!� 10, CRY CONDITION THE VARIOUS MATERIALS AND EQUIPMENT AT THE LOCATIONS TAINED BY THE ARCHITECT DUE TO THE CONTRACTrOR'S FAILURE TO ORDER SUCH LABOR THROUGHOUT AS WILL NOT INTERFERE WITH THE SPEEDY AND GYPSUM DRYWALL, MASONRY, CONCRETE, MECHANICAL AND ELECTRICAL EQUIP- ALL DEF ,. T N. , - MATERIALS IN A TIMELY MANNER. VENT, PIPING, DUCTWORK, CONDUIT, AND SURFACES VISIBLE AFTER PERMANENT DEFECTS DISCOVERED DURING THE GUARANTEE PERIOD SHALL;BE-RER'AOH SHOWN. IT IS INTENDED THAT THE DRAWINGS INCLUDE EVERYTHING REQUISITE UNINTERRUPTED COMPLETION' OF THE PROJECT, ALL WORK SHALL BE DONE BY TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPE AND NECESSARY TO FINISH THE ENTIRE WORK PROPERLY, NOTWITHSTANDING MECHANICS SKILLED IN THEIR TRADE AND SHALL BE INSTALLED IN A NEAT AND FIXTURE INDUCTION UNIT COVERS, GRILLES, REGISTERS AND OTHER SUCH FIXT- N , THE FACT THAT EVERY ITEM NECESSARILY INVOLVED MAY NOT BE SPECIFICALLY 11. THE STANDARD SPECIFICATIONS OF THE MANUFACTURERS APPROVED FOR USE WORKMANLIKE MANNER IN ACCORDANCE WITH THE BEST TRADE PRACTICES. URES OR DEVICES ARE IN PLACE. MENTIONED OR SHOWN. ANY ITEM WHICH MAY BE REASONABLY CONSTRUED AS IN THE PROJECT ARE HEREBY MADE A PART OF TFHESE NOTES WITH THE SAME INCIDENTAL TO THE PROPER AND SATISFACTORY COMPLETION OF THE WORK IN FORCE AND EFFECT AS THOUGH HEREIN WRITTEN COLT IN FULL, EXCEPT THAT 17, ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAW- 9) LEAVING ALL FIXTURES AND EQUIPMENT IN AN UNDAMAGED, BRIGHT, CLEAN - ��p,ED ARpjTrT ACCORDANCE WITH THE INTENT OF THESE NOTES AND DRAWINGS IS HEREBY WHEREVER THE DRAWINGS REQUIRE HEAVIER MEMBEIRS, BETTER QUALITY MATER- INGS AND SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED POLISHED CONDITION. \g �y,6VIN@h,F F� INCLUDED. (ALS OR ARE OTHERWISE MORE STRINGENT, THESE WORE STRINGENT REQUIR- BY THE CONTRACTOR AT HIS OWN EXPENSE, AND THE SAME SHALL BE REPLACED EMENTS SHALL GOVERN. WITH OTHER MATERIALS OR WORK SATISFACTORY TO THE ARCHITECT. THE h) CLEAN AND POLISH ALL HARDWARE, AND OTHER METAL WORK. CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING THE WORK WHICH MAY BE DISTURBED, i> DO ALL OTHER CLEANING AS REQUIRED TO TURN THE BUILDING AND ' 1 PREMISES OVER TO THE OWNER IN Al SPOTLESS AND ORDERLY CONDITION. r 025365' AQQ �r6OF N6� ABBREVIATIONS SYMBOLS-MATERIALS SYMBOLS-DRAWING LIST OF DRAWINGS STRUCTURAL NOTES aErrslcrvs EA,GH AT JST. JOIST rA97E� o..scxrrPrrpv,' 'FS. ABOVE FINISHED FLOOR JT. JOINT EARTH owa.W. ALUM. ALUMINUM lAV LAVATORY ® ELEVATION INDICATOR C-Ot COVER SHEET & NOTES 2/24/200 - ARCH'r ARCHITECT Loc. LOCATION f H° U REFER TO BUILDING PLANS FOR DESIGN LOADS AND ADDITIONAL SPECIFICATIONS 4) STEEL - /- � re _ RD. eG,wD L.P Low Powr „ �ws.No A-Ot SITE PLAN D. ALL STEEL SHALL BE A36 UNLESS OTHERWISE NO OR $PEOIPIED. ;HEALTH DEPARTMENT ... � BLOC, aulLoluc MAS. MASONRY o 0 o GRAVEL BUILDING SECTION( INDICATOR 2) THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING b. ALL CONCRETE REINFORCING STEEL SHALL BE GRADE fi0 MINIMUM APPLICATION BLK. BLOCK MAT. MATERIAL :RiX*� A-02 CELLAR/ FOUNDATION PLAN, DETAILS, AND AS REQUIRED FOR ALL STRUCTURAL INSTALLATION AND REMOVAL TASKS AND SHALL (ASTM A-432) DEFORMED BARS, 'S/7272003 B_ G BLOCKING MAX. MAXIMUM Bar BOTTOM MECH. MECHANIC& �__� FIREPLACE PLANS, ELEVATION, AND SECTION HAVE SOLE RESPONSIBILITY FOR ALL DAMAGE OR INJURIES CAUSED BY - CAS. CABINET MTL, METAL REIN. CONCRETE SECTION INDICATOIR THIS WORK AND SHALL REPAIR ALL DEFECTS AT HIS EXPENSE. c• ALL CONCRETE REINFORCING SHALL BE; WELL DETAILED, CAREFULLY PLACED, RIGIDLY SUPPORTED, WELL TIED'WITH BAR SUPPORTS, AND B-UILDING, ❑ PARTIMENT CEM CEMENT MIN. MINIMUM ____ A-03 FIRST' FLOOR PLAN, DETAILS, AND DOOR SCHEDULE SPACED IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE''. APPLICATION ' {;{ crnu CONCRETE MASONRY uNlr M.O. MASONRY OPENING �r DETAIL INDICATOR A-04 SECOND FLOOR PLAN, ROOF PLAN, AND WINDOW SCHEDULE 3) WOOD (ACI 315-65) ,1 CPT CARPET NAT. MOUNTED ® PLYWOOD �J ; I C. CERAMIC TILE NAT. NATURAL ' C.HT. CEILING HEIGHT N.I.C. NOT IN CONTRACT 1 - A-04.5 FIRST FLOOR, SECOND FLOOR, AND ROOF FRAMING DIAGRAMS a. ALL LUMBER USED FOR CEILING JOISTS, FLOOR JOISTS, RAFTERS, HEADERS, 6/,3/2003 CLO. CEILING NO. NUMBER AND BEAMS SHALL BE DOUGLAS FIR, NO. 1 GRADE OR BETTER WITH CL. COLUMN N.Ts NOT TO ER ® WOOD FINISHED AND PERGOLA DETAILS 5) CONCRETE BUILDINt� DEPT:, APP: A COLUMN LINE INDICATOR FB - 1000 PSI. MIN. AND E - 1,700,000 PSI. MIN. a. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH - 9/26/200 "I COL. COLUMN L.C. ON CENTER .. CONS. CONCRETE OPG. OPENING A-05 EXTERIOR ELEVATIONS b. ALL PRESSURE TREATED LUMBER SHALL HAVE FS - 1000 PSI. MIN, AND OF 3,500 PSIAT 28 DAYS. BUILDING OEI�T.' CONST. CONSTRUCTION PART. PARTITION E - 1,700,000 PSI. MIN. b. ALL CONCRETE SHALL BE AIR ENTRAINED NOT LESS, THAN 5X AND __ GET. CONTRACTOR PLYWD. PLYWOOD WOOD BLOCKING X'-X" A-06 BUILDING SECTIONS AND DETAILS ' '? c. ALL OTHER LUMBER USED FOR STRUCTURAL APPLICATION'S SHALL BE NOT MORE THAN 7Z BY VOLUME OF CONCRETE BUILDING T ` -. DET. DETAIL P,B.I. POUNDS PER SQUARE INCH --� DIMENSION LINE DOUGLAS FIR, NO. 2 GRADE F BETTER WITH FB - 900 P51.. MIN. AND OLA. DIAMETER R SEAR RISER' A-07 BATH AND KITCHEN PLANS AND ELEVATIONS c. CEMENT RATIO SHALL COMPLY WITH ACI 318 ON DIMENSION REF. REFRIGERATOR/REFERENCE CONCRETE BLOCK E - 1,600,000 PSI. MIN, UNLESS OTHERWISE NOTED. cQ sG?vRICHT gOOz, ' ON GOWN 11 REG, REGULATIONS DWG(S) DRAWINGIS) REINF. REINFORCING ELEVATION NDCATfOR® -- MEP-01 CELLAR, FIRST & SECOND FLOOR MECHANICAL & d. PROVIDE 2 INCH MIN. CLEARANCE BETWEEN COMBUSTIBLE STRUCTURAL 6) FOOTINGS Orn, „6y-r i1fy.1E- . EELEC.A EACH R.A. RETURN AR ELECTRICAL PLANS MEMBERS AND MASONRY CHIMNEY OR APPROVED METAL FLUES. D. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, II MST ELECTRIC RMa'D. SCHEDULE GYPSUM BOARD ® e. PROVIDE WOOD BRIDGING OR BLOCKING IN SOLID LUMBER ASSEMBLIES AT b• DO NOT INTERFERE WITH BEARING SPLAY OF EXISTING, FOOTINGS.. ""XLOS RESIDEN E EL/ELEV. ELEVATION RM ROOM NORTH ARROW �x Ens' EXISTING SECT. SCHEDULE 8 FEET ON CENTER MAXIMUM. c. CONTRACTOR SHALL IMMEDIATELY NOTIFY- ARCHITECT OF POOR'SOIL' GRATHW.pHL''.RpACf E.J. EXPANSION JOINT seer. secn0" P=Nl RIGID INSULATION f. PROVIDE FIRE BLOCKING AS REQUIRED AT ALL WALLS, CEILINGS, AND OTHER CONDITIONS AND/ OR DAMAGED, DEFECTIVE OR SUSPECT FOUNDATION, '- EXT. EXTERIOR SIM. SIMILAR FIN FINISH/FINISHED SCWD SOLID CORE woo0 DDDR �Q.krN SPACE/ROOM DESIIGNATION CONCEALED SPACES. -' NEW SUFFOLK NY C�y g. ALL INTERIOR STUD WALLS SHALL BE CONSTRUCTED OF ;2 INCH BY 4 INCH AND FOOTING CONDITIONS DISCOVERED FIXT. FIXTURE SPECS SPECIFICATIONS ® .. FL. FLOOR Uro STANDARD BATT INSULATION O DOOR NUMBER WOOD STUDS AT 16 INCHES ON CENTER MAX, H90�E 'r - F.R.c.w.9 FIRE RETARDENT crasuM SUSP. SUSPENDED h. PROVIDE SOLID BLOCKING UNDER ALL PERPENDIC LAR PARTITION WALLS WALLBOARD SW SWITCH EO FT. FOOT/FEET F BW SWITCH ll�� F.P. FIREPROOF T.E. TOILET EXHAUST STEEL, METAL AND DOUBLE JOISTS UNDER ALL PARALLEL PARTITIdN WALLS. I002O7' ) 'I ® Q WINDOW NUMBER i, PROVIDE DOUBLE JOISTS, HEADERS AND TRIMMERS AT ALL FLOOR OPENINGS FPSC FIREPROOF,SELF-CLOSING TYC TONGUE 4 GROOVE '� - CA GLACE T.O. THINE AND STAIRS, UNLESS OTHERWISE NOTED. rlrtE. GG ' 1 �,I c+,! OALV. CALV,WIZEO THK. THICKNESS/THICK COVER SHE(-fT iISIMOTE p' ,i GL. GLASS TYP. TYPICAL ® BRICK G.W.B. GYPSUM WALLBOARD V.L. UNDERWRITERS LABORATORY GYP. GYPSUM VCT VINYL COMPOSITION TILE HCWD HOLLOW CORE WOOD DOOR V F VERIFY IN FIELD �^ HDCP HANDICAPPED W.I.C. WALK IN CLOSET HOAR HARDWARE W.C. WATER CLOSET CODE COMPLIANCE , OCTOBER 2'002 . , HVAC HEATING VENTILATION AND W/ WITH ENERGY CONSERVATION NR CONDITIONING W/0 WITHOUT HOPIZ. HORI20NTAL WD WOOD HT. HEIGHT W.H. WALL HUNG ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH; "COUNTY; SUFFOLK N•4T TO ' H.P. HIGH POINT W.P. WEATHERPROOF -BUILDING CODE OF NEW YORK STATE (2002) WINTER DESIGN DRY-BULB TEMP.; 11 • �CAhE INSl0.. INSULATION W.R. WATER RESISTANT + l3 WWM WELDED ARE MESH -RESIDENTIAL CODE OF NEW YORK STATE (2002) SUMMER DESIGN DRY-BULB TEMP.; 83 -ANSI/ AF&PA WOOD FRAME CONSTRUCTION MANUAL (2001) COINCIDENT WET-BULB TEMP.; 74 CLIMATIC AND GEOGRAPHIC' DEIGN CRITERIA HEATING DEGREE 'DAYS, 5750 - +�^ "` ,U �y' PB KEY - PARTITIONS -ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2002t) , ZONE; flB ;SUBJECT TO DAMAGE FROM _ SNOW SPEED (MPH) DESIGN WEATHERING FROST LIN ,WELD E', SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES r+' CATEGORY DEPTH TEMPERATUR REQUIRE N WIND SEISMIC " -�--- ----- WINT R _ EXISTING TO BE REMOVED -DIVISION OF ENVIRONMENTAL QUALITY (1995 AND SUBSEQUENT ADDEND/AI REFER TO BUILDING SECTIONS FOR SPECIFIC DESIGN 'R VALUE$ LOAD E $N "AJ$ P5 D P -- ------ -ZONING CHAPTER 100 FROM CODE OF THE TOWN OF SOUTHOLD 7p ,THE BEST OF, MY �KNOWLEDGE,'BELIEF' AND PROFESSIONAL JUDGEMENT,, 45 PSF 120 8 SEVERE 36" E MODERATE SECAY DESIGN UINDAYM T � , HAZARDS � _ -NATIONAL BOARD OF FIRE UNDERWRITERS - LIGHT 11 DEG. ' REQUIRED _ PROPOSED -NATIONAL FIRE PROTECTIVE ASSOCIATION REQUIREMENTS THE PROPOSED WORK HAS BEEN,DESIGNED TO. - - TO TO ,;. it q;, Qa��aRS ENERGY CONSERVATION CODE OF NEW YORKSTATE (2002) CHAPTER 5, HEAVY ' MODERATE .,,k,^ L3 n" "x , "'3 / -ALL OTHER FEDERAL, STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION RESIDENT( UILDI SI�,NBY COMPONENT PERFORMANCE APPROACH. _ - ,; y I j1 - EXISTING TO REMAIN OVER THE WORK s K N.Y.S. LIC. NO, pz5365 IATRIC ENNAN x • r , ' ;� .. NlPS C-0 1.tl9R 9/2512003 12'39 % FM q 7j - _ fr - v PLL I r�vr ra1� I ------------ CESSPOOL AT • - I Gari' [�scv. t py I - BITORK SPECIFICATIONS ADJACENT PROPERTY , 5/92/2003 r i I L PROVIDE PROTECTIONS NECESSARY TO PREVENT -7, REMOVE EXISTING-ABpVEaOl AND, BELOW-ORAb,E BUILDING DEPARTMENT ' DAMAGE TO EXISTING IMPROVEMENTS. PROTECT IMPROVEMENTS AS NECESSARY TO FACILITATE-N W' APPLICATION .' 1 try J j�{ IMPROVEMENTS ON ADJOINING PROPERTIES AND ON CONSTRUCTION. SA,W�CUT FADES OF EXISTINp':FA�EMENT 100'-0" WELL AT OWNER'S PROPERTY. RESTORE DAMAGED IMPROVE- WHERE REQUIRED. 6,f3J2OP3 'F, + ADJACENT PROPERTY MENTS TO THEIR ORIGINAL CONDITION, AS 1 BUILI]1NG pEPAR'T9IAENT / ACCEPTABLE TO PROPERTY OWNERS. B-I,OCATE.'AND VERIFY LOGATION: OF ALL UTILITIES PRIOR _ TO COMMENCING'.WORK DO SNOT INTERRUPT EXISTING - APPLICATION, a I 2 PROTECT EXISTING TREES AND OTHER VEGETATION UTILITIES SERVING FACILITIES 'OCCUPIED BY THE OWNER REw�$ED EN71RE' H CYT CESSPOOL AT • I / INDICATED TO REMAIN IN PLACE AGAINST UNECESSARY EXCEPT WHEN PERMITTED 1N WRITING By,`.T'HE,'Af CHITEOT - 9/2@/2003 / CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTIGTY a ADJACENT PROPERTY j OR BRUISING OF BPR K, SMOTHERING OF TREES BY SERVICES HAVE BEEN PROVIDED. PROVIDE A MINIMUM OF BUILDING DEPARTMENT I _ I j STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED 48 HOURS NOTICE Ttl THE ARCHITECT 'AND RECEIVE AMENDMENT 1 MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY WRITTEN NOTICE TOPROCEED-BEFOREINTERRUPTING - +�iay a "' II j GUARDS TO PROTECT TREES AND VEGETATION TO BE ANY UTILITY,CDORDINATP WITH- UTILRY:CD,MPANIES TO - .1 a' LEFT STANDING. SHUT OFF SERVICES IF LINES ARE ALIVE. IONS N / F ROSS RESIDENCE / /O�' VEGETATION?IMPROVEMENTS, ORS OBSTRUCTIONS AS WITHINAND OTHER 9. ATE AATOLERANCECOFEPLUS E RTIM NUS 0,10 AND (FOOT OR REQUIRED TO PERMIT INSTALLATION OF NEW UNTIL SAITSFACTORY SOIL WITH SUITABLE REARING USES WELL WATER SUPPLY / CONSTRUCTION CAPACITY IS REACHED. - -t AND INDIVIDUAL SEPTIC SYSTEM I+ i SO 0�2" '/- (EXISTING) 4. STRIP TOPSOIL TO WHATEVER DEPTHS 10. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, +I I+ ENCOUNTERED IN A MANNER TO PREVENT INTER- FREE FROM IRREGULAR SURFACE CHANGES. PROVIDE A 25'-4" */- (EXISTING) 4D 7012 '/- (PROPOSED) OB ECMINIGLINONAL MATERIAL. STOCKPILLEG WITH UNDERLYINGI TOPSOIL HER ON GRADES SMOOTH ARANSITION BETWEN ID NEW GRAD SECUT PUTINSOFTJ POTACENT$ FILL _ 74,_ SITE FOR FUTURE USE, IN LOW SPOTS, TRIM HIGH SPOTS TO CONFORM TO 64 -10" (PROP O' +/- (EXISTING) `+ % 43'-9" (PROPOSED) 35'-0^ REQUIRED SURFACE TOLERANCES. OSEO) MINIMUM 5. REMOVE HEAVY GROWTHS OF GRASS FROM 35'-O" / / REAR YARD AREAS BEFORE STRIPPING, WHERE EXISTING TREES 11. SLOPE GRADES TO DIRECT WATER AWAY FROM MINIMUM ' \� SETBACK ARE INDICATED TO REMAIN, LEAVE EXISTING TOPSOIL BUILDINGS AND TO PREVENT PONDING, - FRONT i �S• IN PLACE WITHIN DRIP LINES TO PREVENT DAMAGE FRO YARD / O•, TO ROOT SYSTEM. 12. SEED DAMAGED AND GRADED AREAS, PROTECT SETACK - \, SEEDED AREAS FROM EROSION AND TRAFFIC. WATER AND - -' / \ 'DEBRIS REMOVE STUMPS, ROOTS AND OTHER MAINTAIN SEEDED AREAS UNTIL GRASS HAS GERMINATED. - / PROPERTY LINE DEBRIS PROTRUDING THROUGH GROUND SURFACE, O EXISTING FILL DEPRESSIONS CAUSED BY CLEARING OPERATIONS - 1 TO REMAIN 1 �, % 24" DIA. TREE ++ WITH SATISFACTORY SOIL MATERIAL. S 74029140 ' ' E 150 . 0 ' j `\ ;SIDE YARD + 10 4 5 8 SETBACK LINE 9 0 0 (-•-----•—•-------•------^------EXISTING _•__ / \ --•--------^--- ------ -- , ------------- —'---""I O R.40 - ¢ - I TO REMAIN / \� ' �, I L0 ZONING 1-F�•Y NDN " TMJ vi a �, }¢ ED' i 20' DIA. TREE ' \` ,, i �'^ r� I I� DDWWEUUNOS Cp LOOgTASIM'IG EXISTING PROPOSED' —J_ a ::7 I'� r _ ` —_— ---` LOT SIZE (SO FT) 40.000 LESS THAN 11,250 11,250 • -�i \ / ----- — O b —Y T I - G _ ,� i LOT WIDTH (FTI 150 75 75' n HOLE LOT DEPTH (FT) 176 - 150- - 150 , - i VACANT LAND FRONT YARD SETBACK (FT) 50 35 74,0 64.83 p2F I ° SIDE YARD SETBACK (FT) 15 10 1.0 & 25.75 18.0 &116.5 o I LLJ 9 ' _ PROPC", SE ``�� ` I (v BOTH SIDE YNiOS SETBACK (FT) 35 25 46.75 31,5 if I— I - , _-_ I .I .' REAR .. � \� YARD SETBACK (FTI 50 35 50.0 k0.68 Q - - TI G ECO ,' '1� f O N S:/ � i � :;,6,2 ' I I - �_ I ALT R � �,., ,, c . LIVABLE FLOOR AREA (SQ FT 850 - 770 O I I \ I R ,.:] RUCTION F I \ �I I PER DWELLING UNIT) EXISTI q c. DWEL WG . I 3' o" I &IAXIIM)M PERMITTED DN�NSIDNS Z CDi I WITH g6TION F , I I PROPOSED WELL N o �— ' I _ (1 � ELEV: I � EXISTING / LOT COVERAGE (Y.) 20 20 11.1 � 14.4 x N I I 8.2 1 - . SEGO �;TSTGRY 1 WELL TO Bq' i BUILDING HEIGHT (FT) 35 35 13.5 19.25 a I I - I I 9 EXISTING CESSPOOLS _ _ "' I ` I ABANDONED / 16 I " F • F E E- 11• ' 8 I / TO BE ABANDONED - z I 5 I 11 + I \ I NUMBER OF STORIES 2/2 2f2 1 2 1 II I sir EXISTING DRYWELL - - % TO REMAIN - I FRONT YARD , SETBACK LINE I PR OSED j� 'I ( PROPERTY LINE CK PORCH -II = =� �I a " _ l ST INFORMATION Q EXISTING i NG STAINLLEYSED POJNISAKSEN SURVEY JR.Y EXSTINGHANDU PROPOSED RVEY IS HSITEECOND TONS IN THE POSSESSION D D I T '(J N S 2 S T 0 R Y i P.O. BOX 294 OF THE OWNER, BUT THE OWNER AND OWNER'S AUTHORIZED ' C , ELEV: - NEW SUFFOLK, NY 11956 REPRESENTATIVES ASSUME NO RESPONSIBILITY FOR THE I , —_ — 8.75 '' GA AGE I 631734.5635 CORRECTNESS OF THE SURVEY INFORMATION AND MAKE NO w �¢U \ --- E-- q �} -- -- _ _ REPRESENTATIONS REGARDING THE ACTUAL SITE CONDITIONS PATRICK II Z — \ - F. F . l�L V_11. U== ` F . .- ELEV-. 1. 5 10 , REVISED FEBRUARY 1, 2003 THAT MAY EXIST, 5 wm 11 DRIVEWAY _ \ ' - -- - - - _ - - - - - -8 - - . - ,I `: , P.RRENNI�N • I r _ PROPOSED GRAVEL - - C'HITECT a v zoo I k o =MA �E� dR Nr ONw I X ____.—_—______•____^„5 ___T____�.1.__^__.___• ^__. —•______7:_•^__.___•_8_ _^___/ __^_______ 9____________.__.^_ ELEVATIONS REFERENCE 1929 NOVO. 4 I li NOTE' 4 ° II / ` ^+ � r� �I\rr� �—/\� 10 N 74 29 40 W 150 .E r-PRSPOSED BRICK 200' +/- TO / `\ PAVING WITH OPEN - - SALTWATER WETLANDS / PERGOLA ABOVE FROM WESTERLY - _ Q gOPYRIOHT 2002 - PROPERTY UNE `\ 1 PROPERTY LINE - � A15n-�cr AAG4fE / EXISTING GROUND - I / N / F GRODSKI RESIDEN\ CE KLOS 13ESIQ CE USES WELL WATER SUPPLY - GRATHW©I?9I» DAO; '-- , ' BROWN SANDY LOAM OL ' NEW SUFE;04.+,4,, N`(', / AND INDIVIDUAL SEPTIC SYSTEM - S !' ILL I % 2 / rte,-,=.—��•- • ' BROWN SANDY CLAY CIL - cr Afl 10:0201 - 5.1' WATER " - SITEPL�ft % WATER IN BROWN % SANDY CLAY CL 81 / aarE OCTOBER 002 / I / CESSPOOL AT • WATER IN BROWN FINE I .I I TO COARSE SAND SW _ 1 1b_-O ADJACENT PROPERTY ' , cr'Src,A�a ar. pB: ��Y I II 100'- SITE PLAN ° SOIL TEST HOLE WELL AT 2 mfkzwAV A SCALE: 1"•10 _O„ SCCALE=N.T.S. 1e 1 ADJACENT PROPERTY TEST HOLE DONE BY - Mc[OONALD GEOSCIENCE ON 14 JANUARY 2003 U 111 1 1 „AKLOS A-01.dgn 9/25/2003 1 11 52 PM Aj F ; r ``k fi by Ir J , , - x , v �/w �w v ••� ✓ �� EXPOSED FOUNDATION Wzt 12"Q4" CONIC. - -- -- FOOTING (BELOW) T,o.FOUNDATION ACCESS BRAND ' \ _ CHIMNEY, POT SP,ECIF,ICATION - ',`' - (3) -5 DOWELS. al ACCESS DOOR, CAULK JOINT �w....r o CHIMNEY POT EMBED AND EPDXY SIMPSON •SSTBi li' NCHIMNEY UILDfC`�IG UEP Ap SLAB WCQON ------ ----- -- FO NDATION INTO EXISTING GOING(BELOW) 0 48" o.c.C(TOYP.)BOLT 'I ATERPROOFING �,+, \` RECTANGULAR FLUE SUPERIOR CL YHCOR OR TIONALL BE AS ISTRIBUTED FROM I APPLIG[nTlIIM' rTTI MT;, CEMENT WASH UHRICHSVILLE, OHIO 44683 Q/, /'ZD�.� ^^ ( Ev,s'-ro^ \ "' VENT E-MAIL �mceldveCeuperlorclpy.com 26 HtJILDiNG '�1R7MENT BARRIER 4,,,, 1 6„ WATERPROOFING HOR ZERBARS b t6" o c _ e - E1.Fou_ .jIQN `\ 4" CMU (TEL) 800 00 TOP",848 6136x13" xF 24)"lTAL - -ICATIO - - 10 MIL VAPOR 9¢2 66 I �^ APP . TALL. E1�Tif SHET� \ ��FT� -}y—vo,FOOTING x 'Bd 2"1 TH. CONC. SLAB .81! •5 VERTICAL AND m �, < BRICK VENEER AMENDMENT IP . TME T' .ext. Y W/ ON 10 MIL VAPOR - / B" CONC. ELEV S'-B'/x" BARRIER ' HORIZ:BARS 0 1 D.C. 6„ i ------- --- --'---- --------- FOUNDATION WALL > '. WATERPROOFING 1 4" 1 -6" FINISHED CELLM H RIDG€ SINGLE t 1 CREATE OPENING •5 BAR 4 ILEvinnicH/ixlsnNc -Yi LVL AT EXISTING - r _ . . , I - - - 1 x111/G'i FOUND. WALL (2) •5 DOWELS. EMBED e" D.C. AND EPDXY INTO (3) •5 BARS > E.T.R. 8" THICK EXISTING CONC. CONT. �' �� ` - -' CMU FOUNDATION WALL FOOTING (BELOW) / •5 BAR a 8" D.C.COMPACTEDFILLDIRECTIONS T BO H LINE OF EXCAVATION ¢ STL. VENEER FOUNDATION DETAIL PLAN COL. a BEAM WALL DETAIL SECTION BRICK „ wax n-oe 8 scaE:y,^ _ p_O„ , 6,_0„ - 13"k13" -1 4 F.P. @ BLDG. 4 VENT 2,_6„ FLUE LINING - 2' 6'- ' - 11'-11�d' / 4" CMU - 43,_51/4„ 25'-4" I z< 21/2„ I O„ 10,_p� 3,_8" CHIMNEY - :}- `fit VENT A 5' 1 ��., I I II 10"x12" DOOR I A-05 T.O. FOUNDATION + m TO -BRCK 20 1 ASHPIT ELEV: e'-10" I w `� ' COURSE 7.0 FOUNDATION _ ____-_ e ^-Oz P.T. WOOD STAIR I D A-02 D A-02 , .t - , (ABOVE) ELEV: 10'-4" I n S 6„ B„ FLUSH W/ EXIST. Fa SIMPSON- •HTT22 I -HTT 22 SLAB - > N HOLDOWN -_I Y w , �- _ HOLDOWN _ 8" CONC. WALL W/ : 2"xUD" CEILING JOIST Eo o I - -«____ ___ ____ •5 VERTICAL AND - - HORIZ. BARS a i6" O.C. W/ - _ 1 Q 16 0 0, (TYP.) `o R-30 BATT INSULATION t ' . -' ' o 3"x16 VENT W/ I _ - - ----- -- --- � A INSECT SCREEN J 1_ T 8T A 91.5" L I I x16 VENT W/ o `� I �I" CONC. SLAB AND rE 18„ 6' O INSECT SCREEN 2' x6 EXTERIOR ' MAINTAIN i" MIN. - e ".- @vENI'" T 0 FOOTING 10 MIL VAPOR BARRIER ;CRAWL STUD WALL (BELOW) SEPARATION a - + ELEV6 01/2 ON COMPACTED FILL ( SPACE ) 2 -O" _ --- - 1 - _ ---_ $IMPSON- •HTT22 �,FIRESTOP ---�' P - m ---I-- - HOLDOWN CHIMNEY PLAN DETAIL ---------- D rt Fi PIER-- ------ I _ FOUNDATION WALL 1 (MOVE) 10" STEP — t E __L_m M COL. / -j B" CONC. WALL W/ 6'-6" 4'-0 CREATE OPENING o I m _ ELEV 9U4/zTION •5 VERTICAL AND HORIZ. n i _ I THROUGH - 3'-5" +-- - - - 777-7--1SLOPED Ii BARS 18" o.c. (TYP,) or o w 1 ICEILING N ELEV' 5'-0/z" ! f sn - - L -COL. y. CREATE OPENING CRAWL SPACE f- , LINE OF FINISHED I I / rn T.O. FOOTIIJG I SPREAD FOOTING _r12" THICK CONC�- I 1 AT EXISTING ,� (ELEV. 7'-19 a"x16" VENT W/ �� 13, 13FLUE _ CEILING FOUNDATION WALL 13" j RELINE W/ (3) •5 BARS 3 -0" T� PIPE COL. TO EOREMOVEO , -----J 2,x4 BOTH DIRECTION 3 DIA STD r /// EXISTING INSECT SCREEN . S FOUNDATION I 1 " FRAMING ' \ I 1 I( (ON FLAT) I I _ _ 1 1 2 1 GYP BD. I^ EXISTING HOT I I I p/2 2"X8" HEADER 11 _ 1 T-• WATER HEATER, e CONC. WALL W/ I I _ LL_._____1J _-_-_-_1-�J CELLAR 1 I A.C., AND DUCTS r!J in N I 1 •5 VERTICAL AND -_CC=_j MAINTAIN 2" MIN. , f(MOVE) COMBUSTIBLE 1 (ELEV : 2'-BI/2"'/-) ;o , TO BE REMOVED o yI' 1 HORZ. BARS , SEPARATION BETWEEN f - a ,V// ''�` MASONRY CHIMNEY AND - I 1 SMOKE CHAMBER • 1 u B COMBUSTIBLE r BOTH DIRECTION 1 -7-I -I , -- O 4 'I , e o FRAMING MATERIAL i SMOKE t t /r\ 8 B' 8' `` STLMDAMPER > r EDCHAMBER n-Ds 2" THICK CONC. I I � `,_ t a , _ a EXISTING SPREAD FOOTING n-os EXPOSED BRICK (BEYOND) t11 ' FOUNDATION REINF W/ (3) 5 BARS 2 0 n WALL 70 REMAIN _I - Q ---- --- --_ -- _____a _ _ I SMOK1 SHELF FACING I , F-90T. m _ - _-_-_-_-.-T--_-_-----_-------- _-_------_-_- - - - _i 2 e 9. "�, -+-�-F--i-(-_-_ .� �.._--_---.._-_-_- - - Q BLDG , W/ 00GING t FORMED STL. - I . FLOOD a b 2 CONIC. SLAB m - I STL ANGLE I ul a WIN. ) DAMPER (BEYOND) VENT _ t AND 10 MILVA;POR VENT W/ - 1_LJ_J J____ N FIREPLACE DOOR , t PATRICI+C STL.- t- BARRIER ON n 8x16 COL. - COMPACTED-FILL T.0, FOUNDATION - , _ _,.{ A. r ` INSECT SCREEN WOOD STAIRS _ FIREBRICK L L _ i 1 1 - Q R EN N AN - 3% " DIA STD _I JI_ _ _ _. . - I ELEV: 10'-4 ' o - - STt PIPE COLUMN 1_r - - 1 - f t L S-1-t1 T 0 FOOTING BLUESTONE HEARTH -V- 1 - T i - T -- A T CT' - a CREATE OPENING 1 ELEV 6-8%2" EXTENSIONPF,D ARp EXISTING CONC. @ I FIREBOX - VIN ti! v SLAB TO REMAIN I AT EXISTING ` I f MAINTAIN 2" MIN. � •AE T� ci,COL vE) 1 -1- M I \'FOUNDATION WALL ! SIMPSON- •HT722 ` _ µ_ ., - l 24'-0" I HOLDOWN F T02 F A-0 a SEPARATION BETWEEN J CONG. SLAB AND -'1 a� z: Ip I FRAM NG MATERIAL FIREBRICK- 1 t FLOOR DRAIN r Q N 1 N L\ rn NR FREINTAKE _____� EN Ro2000MBUSTIBLE ILBATOISN$ULATION - -T cN A-O6 —`—___ — L 1. �._. A"02 r .. .. . ...- _ i f -Q `) • N EXISTING ELECT, o PLACE DRAIN OW T DO - j 1• 1 TrPANEL TO BE - IN LOWEST - ->s. - - '---- -- T�i��`��' FoonNcALIG = J �. ' T YotREMOVED POINT (V I.F.) 4' L ,) , I-F- I-I- yAaOVEI o„� ____ J _ \ 212 RdRANAa ' LI PROPOSED I ` HAUNCC'ONC I I \ o 1 ASH DUMP ---- - - ' M .FIRST 00 SUMIT - C OOPYRIO)IT=20p$ t", SLAB N STL ANGLE - =N 0 iy _ I m ELEV:11-4Z." AND PBAS NPI L _ - I T.O, SLAB in I _ v - - o 1 :OFF-- N A f . .. . . ELEv: 1o' t� ICLEANDUT FIREPLACE ELEVATION KBO$ RES ^ WELL TO BE 11'”-0" I ------- -- - DOOR I-A VE) -. _�__ EXISTING -� :... ! IDENCF - MI: ` _ 2 E :GRAT W.0 , . 8"x16" VENT �Vyy j ABANDONED o \ N H ♦TOAD INSECT SCREE 111" 10 " \ a ASHPIT •5 BAR s 8" O.C. I EXTERIOR BRICK VENEER _ - ;NEW SLI IK, NY- EXISTING °' BOTH DIRECTIONS — '� - _ FOUNDATION I �� - CMU BLOCK T O FOOTI G T.O. FOUND. RAIN GUARD WALL TO REMAIN I j _ I ELEV: 6'-812 ELEV 9'-0 ' ` / FIREBRICK HOOD W/ _ LINE °i FDUNDAT ON (TYP) 2 I ! HAUNCONCC LAB L� I -----_-T I '- -_-� I . ..� -_-.-.- -- � FOOTIND� �� I 1" PJRSPACE 5,_O„ INSECT SCREEN TAA7 �OQ O5 - - ....... --- EXISTING GARAGE (MOVE) I \ 24 NC. j - FOUNDATION WALL 2" CONIC. SLAB 24 NC. FOOTING (TYP7 - i j 16"x16" CONC. ,� ON 10 MIL FOOTING 8 DIA. CONC. PIER l� a �.,il. ASHDUMP ^T VAPOR BPRRIER I I CREATE w CELLARJ,;F'OUNDATION, 1. L 1-- -_- -F L - �.. 1 .....�-L�, _- 9�'/, EQ. I EQ. FOUNDATIONO<TYP) ' .� T➢COPENING a I \ WALL ATION o ,^ x x,✓ �, / 'CM 'PI,,,AN D�TAILS;,LAND - / Y COL. -.--__ �...;.- - .. --- _. ...I -. FB ). .'rB,� 1 - `_ 2�✓x t 2�� %' PER 12" MIN I I� I ELE S.B,_t„ M O w s... t ry , nVLET 'E�t RAEPgN�E� $F T. 1 (HOVE) A I) t TIp AND I N \� 2_0„ TYP I I 'I, ` �I/ \ o I i II �6. o� 'OCfiOGER,200� j j I VERT AND z --- ---------- To F ELEV,6'b s” a 517gLE- FIRED ACE r EXISTING �" ASS NpTD • _ TO REMAIN WALL I; MAINTAIN2' MIN. J - 4 . 'c ZiFs'lCv1F.o BY. P�-q ^j(If }4' _ ------------------- VERT. ____ - 9Yr " ✓ ''. I 25,_4" 9'-2/z 5 BAR' B 8 a.c. SEPARATION BETWEEN ` I .. f " ,., , : I n \ J I an to / 43'-5/ " FLOOD v COL w coL, i 00 I 1 BOTH DIRECTION$ MASONRY, FIREPLACE . ,} +g r2( STEP „ 9M IaD AND COMBUSTIBLE \ FRAMING MATERIAL 4 PIER rL PIER FE FLOOD FL PIER C BLDG rL G_ PIER G.FOOTING FOOTING E FOOTING �. E COL, 4'-6" \\ 6 COL. ! COL, VENT k COL. - L� 4 COL. (/,ROVE) - (ABOVE) InBOVE) (ROVE) VENT (MOVE! InMOVE) tPBbV¢l (MOVE) �• " Z19dWlAG Af7 0 � CSCEALLE:1,;, -R�1'-/.0"•,,,�„w�'w_ w w�1� •ri/� ` ,.^�` _ i, -� I� � \ C , I _ n BLUESTONE ' HEARTH EX TENSION IF FOUNDATIONPLAN FIREPLACE/ CHIMNEY SECTION DETAIL aEFIREPAI'LACE PLAN. ET4 9¢Ke Yi _ r-O" scNc �1 .q w- l. HLOS A-02.00n 9/25/2003 1: 161 06 PM � I �. -47 m WsAte --- � , I :I 1�a ii' E COL. -- r7 e 7 ,/ wssws �� 1 A.Jk LINE OF Oda" 2 2� 2�a„ 0 i' Oda"'/- 51 01 P. c #dpi r h WOOD DECKING I ^' 1"x4" WOOD CASIN - - OF EACH COLUMN DOUBLE 2"z6' /a„ SHIM SPACE 1/" SHI SLYWOOD - '" ' 1 ' H/24/ 003 CDX ROUND ALUM, ROUGH OPENING SHEATHING 2 o VENT AT TOP %' GYP Bo. /z' crP. eb.' :HEALTH DEPIARTM NT APPdGATION M SPACE WOOD SIDING w i ' MAINTAIN EXTENSION JAMB a 5/12✓2003 6"x6" P,T CONTINUOUS =N D_ . BUILDING DEPARTMENT WINDOW JAMB 5/4"x4" 1 vi WOOD SHINGLES WOOD COLUMN VENT SPACE o EXTERIOR AP,PLIGATIQN - 1 WOOD CASING ,i 1'x4' W06D CASING COX 12" M HEAD FLASHING r. CK SHEATHINGNODN DHICLADDING A / \ N BUIt",DING' DE AFITMENT N REVI$EDTIE R I H T ; ,Illy 2'x6" STUD WALL /z" GYP BD f COL m - '-- - 1(A --_-.- --- - -_/ -,- --_-_- n - -HEAD • - . . BU2 W/ R-19INSULATION BATT INSULATION - 6/2D0,3 " CORNER a" CHAMFER - DINQ DEPARTMENT �a" THICK EXTENSION AMENDMENT. WOOD CLADDING SHIM AND z - 2"x6" P.T. v n BLOCKING N 4 e' Q_ SPACE m �8.p I WINDOW HEAD 'Bit, -4;'' o INE OF o Ol W" CDX(DING = WINDOW SILL LINE OF WOOD BASE PLYWOOD UNIT SIZE MULLION D DOUBLE WOOD GUARDRAIL LINE OF 8" DIA. SHEATHING WINDOW UNITS - � LJ � scnLE a 1 CONC. PIER 5/4"x4" EXTERIOR SILL FLASHING �LINDOW SEAT DETAIL L n-oe (BELOW) WOOD CASING TYPICAL WINDOW PLAN DETAIL SILL EXTENSION _ —\ TYPICAL COLUMN PLAN DETAIL /�� SCALE j'i" 1'-0•' U— , p, ' (BELb W) / n 1 CAL i Q I 2 q STL. N COL. L BEMs { E Ft F.P. @ BLDG. A 05 .� _ •} 2 4 N ` VAIN. �/ ` I 1 71/" B' " I 34'6%2" _ ` OUBLE 2"x6" 2'-8" s -o _ D'-r a'-7y " ��ZTYPICAL WINDOW SECTION DETAIL ROVIDE SCALE: 3„ / 1 / - m LINE OF CASED ,". = F / �I 1 OPENING (ABOVE) 0SULID e A-02 -; [ fin, I BEARING 7 NILCO MENT R TO ' LINE OF SLOPE r 0 BEAM ,! I�''', '� v - m CEILING (ABOVE) II wo A F� EL s NC7RYy{ �I - I , 2"x6" STUD WALL 1 I __ - - W R-19 BATT CL INSULATION (TYP.) _ I -•� 5--0" < w E LIGHT 12.0SFAlm.11.4 1 1 "STAIR IIA �� va'r;,s,_,. ,,,,e.,•.�2 ",^. M 9 - III M V (ABOVEeolLEa !!yy 1 PROVIDE ISE�Ai�, f _ SOLID BEARING _ D TRIPLE RAFTER MECH. - ----- - ------ 1 ��(a__—_— — — — "0 1 1�WOOD LAUNDRl' RM O WIN A icesclow P: LIVING �— `/ it s �� P ROOM YPW�NG 0107] - m CL I . � 01027 � � n-m j M ; (185 S.F.) / BEDROdM„ Y �flET ® /ry WASHER/ \ 1 1 010 31 ' EL sNK DRYER o7 CONT. WOOD ? _ sT _ _ (110 S.kJ� - - - ncx /a, 4„ _ _ -_-_-_- HANDRPIL ^ 19^4 ��WOOD DECKING I - � E3zs a j ON P.T. FRAMING WOOD HANDRAIL �+ PROVIDE SOLID _ O1 BOT. OF �� ELEVSTEP58'-3" ,O BEARING 0 GIRDER WOOD UP 5R e 5 I _ - _ HANDRAIL w/pI n-06 - i 4T 12 -�� I - � ENTRY a e ,eB STAIRS BLroe — — — — — — -------- 1— --- -- 3TIc m o " E109] 5 Lf l BATH OO �IIz — — o - ---------- ------- wIN I 1 DOOR (60 S.FJ „� --1. "ST�1f - - -- - �*'- - -ip ---- - ---------- CD --- -- 'k 1 l j COVERED o (ELEV: it'-4/2'7 11� M 11 1 3s s.FJ'_ ' N EBLDG. �II n o N PORCH I M 1 _ _ a I (35 S1.) CLAD 3) Aw /, i ' B = M PATRICK (ELEV' TT-OYz') / (ABOVE) `"' 'AT REF. CAB. I 1 - 4 f o f-C6L--- -- - -- - --- a a 1 6 -- 8 B I, 'ALIGN PROVIDE I I ALIGN FROM SECONDFLOOR ARC'. A��I' A T .' a _ �L 4 SHOWER - o N -_- O EG` N WOOD STARS SOLID BEARING iu MUD ROOM —' _—_—_ _ —.— -- rL WIN. - `/ - 0 TRIPLE RAFTER AND HANDRAIL - f _WOo4� 11 I 01051 (45 S.F. M 2�a' 9 a" 1 A_pB a M SWEADT I (ELEv: 11 4Uz"> � < e e1' DOOR SCHEDULE CABIN o KITCHEN c O H E n-oe o 9 ply ' b A ��1.• D NNG ' IiOi 21047 - - -1 _ _J__' II-C- _ - ,, I_I 1. INTERIOR AND EXTERIOR DOORS AS MANUFACTURED BY SIMPSON DOOR COMPANY. 400 SIMPSON AVENUE. McCLEARY WA 98557. (TEL) 800-952-4057 e�7r m 0 ^ ROOM j (136 S.F.) IQ a I _ ' .a 4h'1'c" i _ --- 4 CDL. A. INTERIOR DOOR SERIES: 'MASTERMARK COLLECTION' DOOR TYPE' 'FOUR PANEL' AND 'FRENCH' DOOR NAME: INTERIOR44 AND FRENCH 1510(S.G.) ND gNB:1Dov �p �i 25 S.F j '� - - -E- �A '._COV RED le ` RANG - DOOR SPECIES: FIR/ HEMLOCK - -' uG r 2.05E _ 1 �z 1- ' - (125 S.F,1 Dw slNx 1 1 MR vesF 1 .F n»s _ = 1, o B. EXTERIOR DOOR SERIES: 'MASTERMARK COLLECTION' DOOR TYPE: 'EXTERIOR' DOOR NAME: SASH944 (S.GJ/5944 DOOR SPECIES FIR/ HEMLOCK- 212.9eB.t123 { a -� r- ---I �`. ''� 1 L I ' ELEV: 9'-U")- ;pt P - C. ALL DOORS TO BE PRIMED AND PAINTED 'WHITE'COLOR. FOLLOW MANUFACTURER 'CARE AND FINISHING' INSTRUCTIONS. I L' V: 1' 'OI )I 'JI 1 I e _ 2. EXTERIOR FRENCH DOORS AS MANUFACTURED BY ANDERSEN CORPORATION. 1., E A. DOOR SERIES: 400 SERIES 'FRENCHWOOD HINGED PATIO DOORS' AND 'FRENCHWOOD OUTSWINGPATIO DOORS' I I 1 I R d� f-EDL. -------- ' ' , ^`• , I-_ _ �" A:. tv.+c 'e ' "s- °` - T ! I��, - r- B. MODEL no : 'FWD 4168APLR' AND '•FWH 4168PALR' GRILLE no. 'FWH2168' DOOR AND FRAME TO BE VINYL CLAD COLOR: .WHITE C COPYRIGHT 20 .,,;�^a�s1, cy- 1 C .�cr AwaVE - { p EXISTING GARAGE HARDWARE: "ESTATE" BRIGHT BRASS 2 • �c �c ZaR??BSF 'i' "11 1, 'f- i; fl f 1TJ ?' I _r . EXTERIOR WALL C. SUPPLY EXTENSION JAMB (167) FOR 6S I m inO i' ROVIDE SOLI II UGHT:ISF 1 3. HARDWARE FOR FA WALL THICKNESS KL'CIS RESIDENCE 1 : BEARING m BHeAM - aR.1 esi' 1 _� SIMPSON g00R5 AS MANUFACTURED BY 'SCHLAGE', MD SERIES, STYLE 'SIENA'KNOB, BRIGHT BRASS FINISH •605 (TYP), n 1 " BRIGHT CHROMIUM PLATED (AT BATHROOM) _ NEW SUFFOLK FO�,RAD, a ACTIVE LEnF I � - -07 - ' I'�'1 J-'i � 1-FJ , I 1 i I ] I , I, � �K NY it } - - ~U I' I 11 NO. QTY. DESCRIPTION DIMENSION LOC ',SET TYPE FUNCTION QTY. HINGE QTY. NOTE ' 1 w '�I r -- - Eta tlECKING S REE EDI .I I_ = r 1 j --,T �' � r f' 'I -'�'-' -"� coL. EXTERIOR WOOD DOOR CYLINDER WITH 1 d0 m l i,- j h �•h 1 1 EXTERIOR FRENCH 4'-O" x 6'-8' x 1%11 RASE$ PLD 1 - - - -- -- ON P.T.j FRAMING PORCH -" - '�' I 1, _I _IELEV 1 1 _------ 2 DOOR •FWD 4168APLRDEAD BOLT ENTRANCE LOCK 1 STL VTT 2_- _ Pav✓E-CT N4 10Q41 , „1,.,-- ,•, 4E, 4 2 INTERIOR R W000 DOOR _ - z �%" DEAD BOL WITH ENTRANCE LOCK 1 '-BRASSPLTD 2 2 6" x 6 e ' STL BUTT 11 : { f'C6L-- ------- - ----- - --- I R DOOR •44 1-6" x 6'-B x 1/e DUMMY 2 BRASSUTTTD 4FIRST" FLOOR i1?LANSTL ff 1 jDETAII S ANp I I -1 I 111 5 1 INTERIOR DOOR •44 2'-4" x 6 -8" x 1%11 CYLINDER PASSAGE LATCH 1 STL B PLTD 2 QOR 5CliEp,ULE _ STL BUTT D uTi I I�!, - --- - - --i - - INTERIOR DOOR •44 2,-6„ x 6'-8" z 1S/o' CYLINDER PASSAGE LATCH 1 STL BUTT 2 - 1 1 — 16 1 INTERIOR DOOR 44 2'-4" x 6'-B' x ts/e•' BRAS PLTD ` c f i 7 1 IN CYLINDER PRIVACY LOCK 1 _ 1 E OF PAVING I I - - - - - - - �- - - - I DRIVEWAY PROPOSED9 1 INTERIOR DOOR •44 2' 6 x6 -B" x1 BSTLRASSELF-C 2 SY,aKEOCTOBER 2:QQ2 •�" 8 1 INTERIOR DOOR -44 6" x 6'-8' z is/e" CYLINDER PASSAGE LATCH 1 _ — AS ; I 0 NTERIOR 'POOR •44 2' 2 -----_ � NQT I-, _... }__ F- I . _ CH 1 STL UTT _ .. . _ - _ _ _- - -- . 4" x 8 -8' x 13/e" CYLINDER PASSAGE LAT {[L{Ep yY. III -- $TL BUTTTD - A-O 1 9 " 6'-1011/A" " 6'-101 a" 6'-1011/a„ it 1 INTERIOR DOOR •44 2'-6" x 6 -B" x 1%,, 4 CYLINDER PASSAGE LATCH 1 PUTT TD - _ - 17� S ; t 4'-41/z' 4'-4Iz I 1 '01 I 12 1 INTERIOR FRENCH 2'-6" x 6'-8" x 13/e" -CYLINDER PRIVACY LOCK 1 STL'BUTT 0 ORi9AN 9n-': RA5 2 j Th" a-s". e' 9" 69" 71/0„ 5.911/ „ 6% ' a,_4y „ SVV -N 25, 4 _ 13 1 INTERIOR DOOR •44 2'-4" x W-8" x 13/e" CYLINDER PASSAGE LATCH 1 BTRASTLBUTTTO III _ 2 - - 43 INTERIOR OOR • - 13/a PASSAGE LATCH 1 I— �—_-4 I 'x CYLINDER BRAS " PLTD ____ -------_--_ _' __ - _ j 15 -1 ER D 44 2'•6 z 6 -B'' ." BTRASS�PLTC;; 7— t 1� 1 A': A'! � r""'•^iq" f'i - —__._-_ _ --_ c -- INTERIOR REACH L TT coL. f COL. -"-- ---C9 DOORS CDL, f BLDG. @ DOL, f WIN € COL, @DOOR 4 COIL„ OL. Q COL, - DOOR 5010 B x 1%1. CYLINDER PRIVACY LOCK 1 STL BUTT FIRST FLOOR PLAN ww . s 2 POOR to WHRa"sBPALR 1%11 -- - �3 zl yy .,. NLOS A-03.o9n 972512003 1 16'26 PM If1 II 3, 1 TLld i I - - - vALLEXTERIOR WINDOW SCHEDULE - mALvErsj. aVS UNITS AS MANUFACTURED BY 'ANDERSEN CORPORATION'. CASEMENT WINDOWS SHALL BE 400 SERIES AND DOUBLE Hu c WINDOWS SHALL BE 200 SERIES NARRLINE. SPECIFICATIONS.ROOF FRAME AND PANEL EXTERIOR SURFACES TO BE VINYL CLAD. EXTERIOR AND INTERIOR FINISH COLOR: 'WHITE', HARDWARE FINISH: I , - WHITE," ;5J12J2003 ' HIGH PERFORMANCE LOW-E GLAZING. DIVIDED LITES: ALL WINDOWS SHALL HAVE STANDARD PATTERN INTERIOR W000 GRILLES. 3/4' WIDE. COLOR: 'WHITE' 1. ALL ROOF SLOPES GREATER THAN 4.72 SHALL HAVE SELF-ADHERING WATERPROOF UNDERLAYMENT BUILDING , DE PARTMENY'' SUPPLY EXTENSION JAMB (1671 FOR 6'$6' WALL THICKNESS, AT ALL EAVES, VALLEYS, OVERHANGS AND PENETRATIONS. - _ APRLJCATOIV-;,� _ _ CLEAR ' GLEAR 2. ALL ROOF SLOPES LESS THAN 4:12 SHALL HAVE CONTINUOUS SELF ADHERING WATERPROOF UNDERLAYMENT. 6/3/2003 „ SYM OTY. DESCRIPTION MODEL UNIT SIZE R:0. OPNG (SF) W H DAYLIGHT(SF) VENT(SF) NOTE 3. ALL FLASHING SHALL BE COPPER. BUILDING' DEPARTMENT , I R 2 CASEMENT CW25 4'-8�`x 4'-11%e' 4'-9' z 5'-0 7.6 20' 55' 18.3 16.7 SPLIT ARM UNIT APPLICATION:", 4. SHINGLES SHALL BE; 3-TAB ORGANIC ASPHALT "ARISTOCRAT 25" AS MANUFACTURED BY lKO." REVISED ENTIRE 'SHEET, B 2 CASEMENT CN13 F-81f' x 2'-1115/(6' V-9' x 3' 0�' 2.3 1013/(,' 31YIs' 3.5 3.1 SPLIT ARM UNIT COLOR; FOREST GREEN INSTALL IN ACCORDANCE W/ MANUFACTURERS SPECIFICATIONS. 9!26/2003,'. -'- C 4 CASEMENT CR125 V-5' x 2'-4%' V-5�' x 2'-4%B' 1.2 7%,' 23%Is' 2.0 1.8 SPLIT ARM UNIT 5. RIDGE VENT SHALL BE MANUFACTURED BY "CERTAINTEED" OR APPROVED EQUAL. - BUILDING gEPARTMENT " AMENDMENT .,r; D 3 CASEMENT CW135 2'-4%' x 3'-413ifs' 2'-4%' x 3'-5%' 5.1 20' � 36%' 6.0 5.5 SPLIT ARM UNIT 6. SELF ADHERING WATERPROOF UNDERLAYMENT. SHALL BE MANUFACTURED BY "GAF" OR APPROVED EQUAL. _ - E 1 CASEMENT CW235 a'-81/2' x 3'-41316' 4'-9' x 3'-5%' 5.7 22%6 36%' 12.0 11.4 STRAIGHT ARM UNIT 7. EPDM ROOF; - A, "DESIGN 'A' ADHERED ROOFING SYSTEM" WITH "SURE-SEAL" (BLACK) ,060" I1 Smm) NON-REINFORCED F 2 CASEMENT C24 4'-0' x 4'-0' 4'-0%2' x 4'-0%2' 4.3 14%s 43yB' 11.8 10.8 SPLIT ARM UNIT EPDM MEMBRANE, AS MANUFACTURED BY "CARLISLE". G 2 CASEMENT CR12 V-5' x 2'-0%' I'-51/z x 2'-0%' 1.0 7W,' 19%' 1.7 1.5 SIPLIT ARM UNIT B. PREPARE SUBSTRATE AND INSTALL SYSTEM IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, ' H 2 CASEMENT CN135 1'-81/2' x 3'-41%6 V-9' x 3'_5%. 2.7 IWY16 3515/+s' 4.0 3.6 SPLIT ARM UNIT J 4 CASEMENT C125 2'-0% x 2'-4%' 2'-0%' x 2'-4% 2,4 14%g' 23%,' 3.2 2.9 SPLIT ARM UNIT - 2 A-06 WIN, E CHIMNEY BLDG. +t WIN. 34' 6 /z „ I 6'-4" 2'16" D 44`11" P_6„ -0 18'-51/4" 7„ 431_y, 7„ , 4 8„ - ___ 6„ I. N A-D5 A-05 ALUMINUM GUTTER W/ q `+�'-' ` v ,.�'.• •,. r, - LINE OF - - _ - DOWNSPOUT TO DRYWELL SLOPED CEILING - //'' ALUMINUM---� 2 1 a GUTTER U j MECH ROOM/ sFs_. TO GRADES- - B ILIGHi.a DOWNSPOUT PITCHED i ' STORAGE -- - - - PITCHED E2061 T 10 T Lr , - CONTINUOUS b Tz o WOOD HANDRAIL = -AND WOOD 4 PITCHED PITCIHED +---- �- h GUARDRAIL n 13'� PITCHED - - - . n In n F_ 2 I 6HOWER,� I LIGHT 17 SF I G T-2" HELVE9 OAIPo LS SF AND ROD J 1 t0 - h l o ' AOS LAV n I Na N I I 7„I MASTER a0 Q'"HALL I ----- @�IIN-_ _ -_-_-_---_-_-__ _ ATH 20 __� _ _ -_- 16'x16 INSULATED o _ _-_T WIN. Ell HED 2 z 8 1 14 LAUNDRY CHUTE iv 1/4;12 ED �� m� i7,- F7 (110 $ F.) WIG TO FIRST FLOOR '3-TAB ORGANIC ASPHALT , 15 J O E WIN. _ '7" TYP. UNDERLAYMENTGLEONORGANIC FE " wic j L2D'J� 4 --_ -_---_ - _ _- _ IN LT I - 1 i- 6 ,101 n I J' I' q,_2 6," ., o 0 L PLUG _- -.- -I-__ -___ _-_ _-_ _ L DDDR o " T J" --j -_-_-_-___� __-. N n um ro - I� III �� 3 -4� / 12 "I 13 !' m o n ^ PITCHED 613✓ � � 2 B' 2'- - I^ - I /2 R" n /z O 3'-3/ ' ,� ^ ___ ____ - . . II N I'. ,�i Vx � I i M1 DOOR WIN. WIN. 00 R 0 " _ _ O I , --._ ------_ - R ' - TWIN. _ B - UMI UP n PATRICK I ern. o MASTER n N M elruMwous N BRENNAN t m ' BEDROOM FIXED TRANSOM -I m ro ROOF .°-' m A-06 WINDOWS 14 O - - T_ _- -_-_-_ -_-_@ WIN. .. M 095 S.F.) ARC T . I I C � 15,_3„ �� ' � - _ 4 4'-2" D'A k �+ 6 C - PITCHED DHr n sr LINE OF M CL IIA 15 SF SLOPED, CEILING - - - n = 1 p HELVES AND ROO > _ - AcnvE,l y ' .✓.n ° _ _ PITCHED 2'x6 STUD WALL 18 LEAF - I W/ R-1S BATT _ I " - -- - - --- ---- - -= - I� l Tf , p INSULATION i i :v.: ;'.y - -�- _ _ ;d ^,• _' . _ _ _ __ _ - tl '' - __F' �. Sze _ _ J _ YORKr - OflK 1(1011. O 9 NEW 2 OH i OH A q n I III _ x a B9Y u¢T_ UD SOLATION In -- . - - - - 1212HED ' o ILII, " © COPYRIGHT 2004. INRH1�gO5F NR�3.sFs N R24_ W/ R-19BATTNL - - _ __- PI �_ _ _ __ __ ___ �' _ - _ -� I�IfII�- _ PhtZECT K'N�' - R24 I i - -- I I !III . , III _ . . COVERED l CONTINUOUS BALCONY 1 II M U'i 'II. II I'. !I I I; ;, - ilil -i KLOS RESICSENCE BALCONY 9 {s waoD SILL GRATHWOHL"ROAD, -- -- ----- Q III I LK NY I m PDM ROOF MEMBRANE - I L �,' WOD I EII NEW SUFFC p PER OLA - 'r_ 1 I- - - - - --- - - - -- -- - ---- --C, It _ J" _ F 1 , I I 2'x4 ' KNEE WALL I W/ 2'x8" CAP - „ EQ. E0. E0. I I' 100201• _5/4"x4" WOOD D2'-0",/ _ ECK 9 I ON 11/ " SLEEPERS ON COPPER SCUPPER - < DOWNSPOUT TO GRADE T � WATIEfPR00FED SUBFLOOR SECOND F10pR: PLAN,;: T WINDOW fL`AN ,AND - -- - SCHEDUi E I z DOUBLE 2'x8 BEAM _ y WOOD SILL AT - A9TE ' I A-05 I '•' A-o5 BALCONY KNEE WALL I - 4CTQBERLF ALUMINUM I - R W1 OWNSPOUTU TO GRADE AS NbTEf -6" 1'-4$ 3'-4L' cnser Pq S�1 7,_8.. 7._8„ 7„ 26''101/2 6„ 1 25-4" 9'-21 i' CS r II i { 1 N L Lrbevrne An �1 SECOND FLOOR PLAN �. WIN. Ot WIN. BLDG, _ Ot WW. 4 DOOR 'I N `f scu.E�IR' r-0„ . ROOF PLAN . 6CALEJ/4' KLOS A-04 09n 9/25/2003 11:51:57 AN . . - a 1 SOLID BRIDGING/ - - rte' 1 _ j MET+'l5 ii 73'q k9�/fr 4VC' s \ \\ FIREBLOCKING ''^ HAD SINGLE """-"` * RIM eonRo DESIGN LOADS 2 'x6 P.T. SILL 1 , RIM BOARD �— Y !-PLYWOOD cwT Eca�s 7.11 , LIVE LOAD DEAD LOAD TOTAL LOAD _ -_� BLOCKING 0 4/'-D"'o.c. GARAGE 50 PSF 62 PSF 112 PSF EADEr- DOUBLE __ __ - _ - - 'j I ,,'i ' . H / L �;y, EADg �+ BPPLI7lOR, TMENT'� -- - -_ --__ --_�— - - x9 eSlt�bE4.E ii r MAINTAIN TION FROM _ + 2 'x8" P.T. SILL 40 PSF 62 PSF 102 PSF ---- -' I'i _ I DOUBLE JOIST Fq� BASEMENT I]q x5/z LVL _ � � _ I A I TO D FRAMING _ ._._ ! _ - RIM BOARD I SECOND FLOOR 40 PSF 15 PSF 55 PSF HgADE�z DOUBLE I I'_ �I RIM BOARD IT ------------ 2 z6 P T. SILL DOUBLE J JI - - -I , FIRST FLOOR 30 PSF 15 PSF 45 PSF OUSLHEADER E 2"x6 I I HEADER dl _ E U 1 ' "RTMENT_ . .... .. ..- - I-_ - I 1 I _ ` ROOF• __ DOUBLE R VEC1T EN ' W000 FRS-MING -_. -� JOIST_ _ - L n JI -__.-__ --- _ - _._ _ __ __-_- ___ ___-__ ..__ -_ , .SNOW LOADS: 45 PSF 15 PSF 60 PSF II --___._- _-_ __ _ _____- ; ._ __- ___ I 2"x10" _ M' AIN ;m BUILDING 4FP ' .DOUBLE JOIST 1 L iP DOUBLE JOIST i _-_ I �_-.T _- - _- _ - _ -__ 9/ZB/'�QO.uT I PEN G BELp m1 1 45 PSF [TABLE R301.2(U] IS GREATER THAN 12 PSF (TABLE 301.51. 77 -L BUILDING DE)SART MENT LEDGER DOUBL / ml I I THEREFORE 45 PSF MIN, LIVE LOAD REQUIRED, 1 FLOOR JOIST AMENDMENT - ) DOUBLE 2x8" P.T. o TJI/PRO 250 '�"XQ r4 1 1 x I m�'I WIND LOAD: % .•-.---^- SPEED - 120 MPH (3 SECOND GUST) - [WIND-BORNE DEBRIS REGION] ij'il x9/z Io ' I FL 1 21 RIM BOARD FLOOR JOfSTS JI I _.�,._,_._I._._.,,.._. ' EXPOSURE - B a I 1' DO L J01 >• IF� r: DOUBLE iYq'x9/z LVL w 0 16" ox a AN EVER 1 , E7�fti•�ING[ I wi JI WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED •i - mw - Jj ' , 1� 1'x9/z" LVL - m 1 1 WITH REMOVABLE %z" WOOD STRUCTURAL PANELS WITH A MAXIMUM OF - - SIMPSON - FACE 8 FEET SPAN. RS FOR SPANS UP TO 6 FEET21/, E E HAL BE Af^{ S L ,� MOUNT HANGED o •8 WOOD SCREWS o 16" o.c. AND 12" ax, FOR SPANS UP TO 8 FET. I j1 I 1 I LOOK J015 - Viz$ ' I —FIITT{b'1�IfJ'— p ��.� I DEFLECTION: z DOUBLE JOIST171 it 113'q°x9yz"PRO 250 f f� ' 0z z ALLOWABLE DEFLECTION L/360 MAX, 1 I I•- IQ 16" mIT_l 4 z OUBL JOIST M. 00 a ENGINEERED LUMBER: cD1 - of 1En 0- ALL FLOOR JOIST, RIM BOARD, LVL, AND PSL ENGINEERED LUMBER �'I-#=' ! �� o �• z j li o' SHALL BE AS MANUFACTURED BY ml \ Ivr Iro m: ( wd TRUSJO16'T _ om 24 II T ~-_� - - J HEADER- DOUBLE 1 II' - _ r'.' IW WU 1 J I 1 � of �. I ' 200 .tea 'o o_; off yOOR/JOIST ml ii JOIST EzADER- (TEL) 800.628.3997 �z w 1 �� I iim �m _ J01 5 Q 16" f E. MALLARD DRIVE, BOISE, IDAHO 83706 _ mo I/PRO 250 r w 2" CEILING 0 L _ �� J I I . x 1 I� ACE MOUNT -^ - - IT ) I �w H 1. FLOOR J015T SHALL BE TJI/PRO 250 (1 q" x 9 ) w HANGER w wm r —DOUBLE 2. LVL SHALL BE 1.9E MICROLLAM LVL a' II I 1 1 I m f- 1 DOUBLE JOIST 1 DOUBL JI0157 m, mw, DOUBLE 1 a, oa a 2"x10 / 3. PSL SHALL BE 2.0E PARALLAM PSL i-.; ww [[ �0 IT p (PROVE) zl I z m,,- GIRD R DOUBLE I1 GI DER o: 2"x8" CEILING �o 1�j'gBVz LVL I UPSET - 'II ,i U INSTALL AS PER MANUFACTURER'S INSTRUCTIONS wl -�.-TJOISTS 9 16" o.c—io �•�•�•-•'�•�•J•�•�•�• _ 1 x9 .�r. - �,�, -I yl 1 z I D DOUBLE o 0 0 0 $ (TYPJ F 1 FLOOR JOIST I m: F.1. 2"x8;, ..�_ m,m,�1 ,�yi- JOIST o rni i o - c 16 ' O.C. DOUBLE JOIST o�I �o DOUBLE JOIST w D UBL JI01 T NOTE - c� J m J, \I 2x10 a SPECIFICATION OF STRUCTURA ELEMENTS SHALL NOT BE CONSIDERED m 'I NI - 9 o%I SIMPE ON mr I I, .N >I HEADER- DOUBLE z_ 1 m o ti l0_ EXHAUSTIVE. STRUCTURAL ELEMENTS NOT SPECIFICALLY DETAILED BUT _ g HFACE ANG R MOUNT 1 rn - o; I LEDGER- DOUBLE NECESSARY SHALL BE ENGINEERED, PROVIDED AND INSTALLED' IN .; DOUBLE 2"x8 P.T. / xl ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND GENERALLY , I ~ OLI $d= x ACCEPTED GOOD ENGINEERING AND BUILDING PRACTICE. rLUUI I LOC INC m I mrT'` LOCKIN II o d! j li�l TJI/PROJ250 1 � � �� TWPoPLLVq x91' LVL CANTILEVER jl __ _ --_ _ __ ___. / \\ w , 4 16" o.c, 1 r r --. --.- T-I. CANT( E ER PER w• RIM BOAR ��'� _ - a o ` 1 1 LO ING DOADER rr rr HE ER ,r rlU FLOOR JOISTS 1 *4"X91/2" 1 1 w l 1 j 1 i - EI ` x 1 1 I w BLE 2 x10 DOUBLE 2 xtO - �¢. I ¢• HEADER- DOUBLE HEADER SINGLE 1 w: \ I I W 1 I 2"x6" P.T. SILL i/ r B OCK NG j ! f I (TYP.) i�a'k9 z ' I 7S �i' �j� CKIN HANGER OHU9M11 r DOUBLE 2"x 6.r Ir, I -_ _� I x9 zr' LV HEADER— - ' N 1 o j 1 o; DOUBLE 2"x8" P.T j /^ RIM BOARD OUBLE 2"z¶0" DOUBLE 2"x10" DOUBLE 2x70' ' x � 2"x6" P.T. SILL N TYPJ 4'-0" MAX. - 2"00" DIAPHRAGM \ - w (TYPJ BL0�1�=4=�� Rf%E; SINGLE a I 2"x " CE LING JOTS S 'I RIM 'BOARD / d m 1 /q ' LVL - Of: wl 1 o w OR o iI �'� ,r - � C� NERY - - - - --- - - 2DIAPHRAGMIDBBLOCKING w Soy 18" o.c. tTYP.) JOI TS 00 2" .a. SOLID BLOCKING a' 1 5 w. 2"x8" SOLID BLOCKIN I I m xi' RAFTER( I DIAPHR SOLID BRACING)BLOCKING w'{ • ._._. ._ _. ._ ._ _. ._ _. y, _...-. .. .. .._. .... ... .. . ..._.. .... .: iHEADE 1 1 4,-0" MAX. (TYPJ / r. rr -HEADER- ER- TRIPLE 2"x10 HEADER- TRIPLE 2 x10" HEADER TRIPLE 2 1 m, � (DIAPHRAGM BRACING) BEAM- TRIPLE P.T. 2 x10' - -BEAM- TRIPLE P T. 2 xto' BEAM TRIPLE P 7 2x10 / i I I RIM - 2"ze" P.T. �� __ _ , - - _ _ _ _ _ z O f._i @ COLUMN 2"x1 RAFT - - - - 1 FIRST FLOOR FRAMING DIAGRAM /: �LSECOND FLOOR FRAMING (DIAGRAM q 1 $CAEr N.T.S, � i I I L $CAfr N.T.S. - ' O' AF R 2 00 RAFTERS CEDAR JOISTS- CHAMFER CUT (TYP,) P.AT'RIC.K _ Q 16° o.o. Q 16 ' o c, DOUBLE 2x6 M 24'-/- o.c. _ I ' a AiR ECT"- OI BLE tyq"x9'/2' LVL 1 I - NOTCH BEAM AT JOIST SIOMP�ON FAO CONNECTORS NOTES DOUBLE 1T79%z" LVL j� - .�PSON - FACE--- - _ __� li Iw rrrHGUS5,50/114 IR� w DOUBLE 2"X8, ._ _ __ . .-- li AND WDO D,TIMBER PLUG P CEDAR BEAM- SCREW AND OD G STY J i ALL STEEL CONNECTORS SHALL BE ,-, 1 1� -' 1, _ MANUFACTURED BY SIMPSON STRONG TIE" - I j - MOUNT HANGER a m mw - _ - - i__ 'I- �C I Jr S' g1r AND INSTALLED IN ACCORDANCE WITH ¢J� HHUS5.50/10 m > I ! - - �L� �y l a o I PD" BOLT AND WOOD Ogyy . w n of - 1 _ PLUG '(TYPJ MANUFACTURER'S SPECIFICATIONS. MOUNT - FACE >• '1- myr n - - -w--- _r- MOUNT HANGER JI L�o� � ', i �w� I I �� ' i ---_ _ _ _ - � r�-- - � _ �' - NEW oxKIioon HU410MIN �' xm� 1 I x I w�, '�-'- 1 _ 212seD.UM 2. PROVIDE SPECIFIC CONNECTORS AS % 2x0 ' RAFTERS � ! —,g INDICATED - - INDICATED ON DRAWINGS. .1 - 0 i6 O.C. T .l. 91 m SII Q _ © coa 2oaR 3. PROVIDE ADDITIONAL CONNECTORS, 1 _ _ _ _ _ _ �'nrcNT w _ INCLUDING JOIST AND BEAM HANGERS AND `-j" I� `7 PFtA.(ECT ApHE I STRAP TIES AS REQUIRED BY FRAMING ED J > m --�-r 1 - CONDITIONS. �I m COLUMN CUT AND -I --_ _ h_b o> w I _I 'kl mJ z BEAM SEAT- 0 KILOS RESIDENCE - �o� aJ 1 a 1 0�� w 7'_10 qr� ABOVE .S Q N SIMPSON - FACE I' wj w Li mw� a� j x—j ¢mo i w Ft SHED BRICK PAVING I ', � ' / ; ' ' - GRATHWOHL f20AD', MOUNT HANGER o I�! � x SIMPSON - FACE wml f I �xi�i o i' II HU410MIN ', xI , MOUNT HAN ER w•.1 o I ®'rx8;' RRAFTERS z'�� -' G$/" 9T/e" 4i r 'x6" CED COLUMN SO NEW FFOLK Y 1-Wx'a` 4 x . w KIR N FIREBLOCKING NOTES: HHUS5.50/10 max? . m z�q "' j 1. FIREBLOCKING IN FLOOR CONSTRUCTION MOUN� HANG RE '. ! PERG-O oLA BEAM DETAIL " TArJ L - T'-•• VL DOUMOUNTSO NG 1 VL - DOUBLE T'z8" PROFILE ;, DOUBLE 1Y "x9lz' LV _ q SHALL BE 2" NOMINAL THICKNESS l FRAMING LUMBER. :\---DOUBLE t�q"z9/z" L I ULE qrr z' ._-- --_ES SHALL BE . . . .. - J r . ._ -.�. ._ PERGOLA BEAM- CHAMFER CUT COLUMN CEDARIT JOIST TFnE 10020 2 FIREBLOCKING IN EAVES, ATTICS, AND !^^77 _ '^•- -•- - -- -_ DOME, _ , FIRST FLOOR, STIRUCTLRAL PANEL 23/3214 WICONCEALED CEILING TH WOOD BACKED r 2"00 RAETJRS - _ ,- T 2 x10' RAFTERS - - -- - -- -- -'" "' "' '�' - L. AND '.ROODND OF z FLOOR a t' o.o_ -T•—• _ - �L.-.} m_ 6 0.�= T ' '— NOTCH BEAD+ ANS P iRGODI DE AILS BY z}xjz" WOOD STRUCTURAL PANEL. -�--^----r'-^ }T•borLE 2= - _ - -�_ 7�+ -___ :1 GRAMS m J015T E` 10— OCTOBER ', 00 ELEVATION NOTES: �� LEDGER- SINGLE � I 1. ELEVATIONS ARE REFERENCED TO 4'-0" MAX. ._.,.,T I ASSUMED DATUM. + PERGOLA J01 TS r o y _ N T \ a DOUBLE 2"x6" 1 0 93e" - I BI 1"i. ' , _ A. NOTED ELEVATIONS ARE APPROXIMATE ' -'- - a 24 ./- 010. GUT (BEYONb7 - ,O O --LEDGER SINGLE 2'x8---- _ m .. - AND ARE PROVIDED FOR ESTIMATING OJ - F- - _ II _ GYr3'FL�ED'By p� PURPOSES ONLY. 2x8" R TER II +• _ 1{Irr I! CHAMFER ) I 3. VERIFY ACTUAL ELEVATIONS IN FIELD. B '� (� % � r1� ./j: fib' BOLT AND WOOD PROVIDE AND MAINTAIN ELEVATION -PL4G {TYPO - ` ,?/ 9)'r BENCHMARK FOR CONSTRUCTION (DIAPHRAGM BRACING) DOUBLE 2"xA BEAM SEAT- { Cr - o0 2'x10" SOLID BLOCKING PERGOLA BEAM- CO UMN CUT ANDi 'ry L r PURPOSES. Imo_ ---- - (DIAPHRAGM BRACING) Ii OEDAR' 2 81 " Yl5/(i'I/Ir?A4J i 7''10 ABOVE i ,} (DIAPHRAGM SOLID BLOCKING FINISHED BRICK PAVING r j I j ED7aR - RO F FRAMING DIAGRAM: PERGOLA R FTER DETAIL SPR ILE „ 2 OF 6.X I S' GEgAR-COLUMN G $CAE N.T.S. \ L� T \/ $CAE 3"•f•D" ,�z KLUS A-04-5.D9n 9/2V2003 Y 20:20 IM _ 1 tT l T' s I mct'BLDG. CHIMNEY POT - - 4 COVERED BKOONY ��--�TT��•s'-• r'H -;- L -T^ .- }-t � - rJ I 7 .`I,, i h -:"S -I __ RIDGE I ;, WSfats , `T ATTIC LOUVER VENT L 1"T . .;r.� T 1 LL ..,r1 I _ L ,l_ 1 L I 1- eLEv:33,_71 _ TINE OF', EXISTIN d41L�' 0.�SFR/P,F 1- ' I � W/ INSECT SCREEN 1 Lily I r l}-• 3_ LINE OF'EXTERIOR - . i" ,'• , l u� I TAB ORGANIC ASPHALT 1 r7 iirL r SHINGLE ON ORGANIC FELT .5/1P/2OOS _ _- :il,.: � , ,- r ] r - � T • Jr ' I- UNDERLAYMENT (TYP) CEDAR SHINGLES W/ F WALL. ;, 8UILDIW , OEP/�I�jTMENT,: 6" EXPOSURE (TYP.) o BRICK MASONRY Illi „- J IIS_r i CURVED _ APTLICATION�', - _ L - _ T - CEDAR SHINGLES W/ III ' ED WALL CHIMNEY -r I- t'-'i L 1 , ,? t r �L ..- _ -Lr-: �i : . � II,rj _ I_ - - r- I` 111 L_ _ 2 4 , r1�Y: T 1. � �L r 11 ' 'e" EXPOSURE (TYP.) '7 ' WOOD SILL 4.5 12 _ -`. _� ___ - BUILDING UIL6/3/2003' ',DEPARtMENT .I ELEV 2e'-t'/P -_ _:rl `,1 �, I. j�� T~TIi;' T' -I' t r1�r' i- �I r ,r h', ,. ,.- '.-1_-r _.t-1 1 ,,; „ R �� 1Z _r- _ r-$--._- .cam_ -__�� 12 4.5 CURVED WALL 'i., APPO NG 1 j 111 - > �`- -' ,�-,.-: ice. I IL ,L - its' BITUMINOUS ROOF PITCHED BUILT-UP WOOD FACIA ANDSOFFITLICATION. - r 1 1 1 ? _i i _- -__L_ \ _-, - I L-- Lt _i - 1 T -1 ' i -;'L L EXTERIOR WALL SCONCE s- --- _1 t---._ _ L-- ___-.__F Yt\� = TO DGRA EUM. DOWNSPOUT j REVISED O N ET. IIII I I ) i J I - TIRE $HE WOOD SILL REMOVABLE SCREEN i 4 I c ' - - i,moi-'rII{ ,� ' __i - \``.I -ECUR 7WALL pUL GHT APTMENT � 926203 NTED ,' -11 y - u I 1 01.1 F - -i' 1 '� PANEL W/ WOOD FRAME v iii - � ��_�-�- EXHAUST HOOD' L AMENDMENT,DEP. ' - LLQ _- I I _- , 'LL. - -, { C --�_: ALUMINUM GUTTER W/ I -I - --1�u++I� N i6 ,' R }(L+, F ^I-1 KITCHEN ' 6UILDi - - J I r r --r - _ z 1 i r i.l r DOWNSPOUT TO GRADE AND BRONZE SCREEN 4 1 L - 1 EX"TERIOR WALL SCONCE_ v ., j _ I, 1 -_�. i ]J_ _BEAM. CLADDING a • REMOVABLE DSCR E 4'i , `=,1;7_,,'_ ,ir��-1'_ri �:.• I "- • _; I,r , '_s', r., : _ _J,a I__ _ 12 _ _- _ - _ _ I Ir 12 PERGOLA BEAM r[-L' - k �ti : I _z_. �:• . 1 r�.i �, -.� _._ - [_ r; - PANEL W/ FOOD FRAME 5�t-'--,t r �• �, r , -i__. ,-r- „ :: - 1 r_ ' - -- _ _�. _,r_ _L._- AND BRONZE SCREEN .r_i - _ri.. L _ _�_�o I i,.._ Tr__�_ t__ _ .. ,__-• - -• , , - 7._. L r z_ 12 D i y ' -� -'Fe T r "r�t - r rr - _ .1-. -__ 7 '=T- �'Il..d...,-.. �, 7t FIN.SECOND FLOOR _ - �r + -r }i 11- -..__ ._ 4.5 DOUBLE 2 xB .. - .. - n -i - - _ _ i _ _ -_- - ALUMINLIM'GUTTER W/ F r - _ ., __ - _ _ _ ,r j r ___y_I ___ _ - DOWNSPOUT TO DRYWELL I . —�4.5 - 1r-i. - r{_,il' I �L-`r�s I � r ty+ . I-1_ --' -Y. tO/Ji EL ELEV 20'-lI __ - 1 - -_-_ - - __-- __ ERfi OL�Az _ I ry SLS 1 .t. 1 ] ' h '2 1 -- WOOD CLAD (TYP.) ALUMINUM GUTTER (TVP.) - W DOWNSPOUT - - - f - - --r a -_ 1I A - Illl -o LL -- . - n dl ter' TO GRADE = 1 I _ �' - III "I � I,I�i WOOD GUARDRAIL GOOD CLAD � WOOD STAIRS WOOD HANDRAIL POST AND / , :11 -' I'''I I}UIJII I 'I - _-_ _n-_ a __ e - - __ I_ I GUARDRAIL WO( WOOD FACIA ING / J IIII - I: ' - _ it jl _. _ - III _.__ W 4 T 0.F.2 ATION m -. - . _ _ __ I- FIN.FIRST =LOOK `•` Ik II 1 II II ll . ILII III IIII - ISI - m - I• •I, _,: r m w AND LANDING - .. L r,- i - , BR16K STEP ELEV:it / `_ BRICK PAVING '�Y--C♦`��-- 1 .-. , i It -[ - ELEV D11-0 ; III llr .,,:.,17:` .r . .T ,_ 'k it 4- L 1 EXPOSED CONC. � � )' , , d 'I IE19r I� _ q .]{ �' L. -t'+kd.yl . t� r U tFd._' ' ?a'�it -. t?n .. . _ /i' D TON1 IJ_ 'c.a ,' i tr..x . : : .. . -ab. _. ao°: °- . .^ "-1.. _i. 'j, � "3v- .i' It u_�'r�yr�-'�', " .1>�� •� ��'kk_ .; �l �'.-L II ' ..r 7 �;. �I : ''I L s=..._ _ __-`I . -___ _ - - - 6"X16" AIR VENT - I - - _ - _- II- -1111 - -_ -. __ ___. __ Y _ - - - -_ -- _ _ ry BY n 'it . . ..Tf. T li _L? '^%i . t_, 1...3: _.i .,' r,l« �_tt . ' . �_ '�.}-L1 •-:'.,'t,,,: r6)< r} i _ _ _ - _ _ ' WOOD FACIA -1 - - W/ INSECT SCREEN hll ' T.O.FOOTING _I WOOD LATTICE i WOOD POST ` LJ_L_ J_I__ II +=; II Ll ui+ WOOD sTAIRSAND j i ELEV.V. n � 4"x&'06" CMU LINFOF AIL j! HANDR BLOCK FO0TNG i _- IL / ._ r I r ___I `__ BLOCK FO TING L 1_ L J_ -I o n / , FONIC, F 1 1 II r -I I rJ_I _ _ _ ___y_ LL II L ` /�I 4"x8"x16" CMU F ELEV. 5` J_L_ _ I I ' CONC. PIER AND FOOTING `-I---I /z ---� ---- I 1 o x" / ' r---_I FOOTING OOE.TTI CONC.�O� L I I `--I- I __I I EXPOSED CONC. II 31 STD O G STL COW_M_M___i_ II I j FOUNDATION E.T.R. CONC. SLAB, FOOTING, __ AND FOUNDATION 1_ T :.I_ STL COLUMM II \ ---I - -- ---------- I-- _ -- ----' I I L--- --- - --- ' c 1 \ 3/z STD 1 __ - -'- --- -- ,I L_ E4Ev:2'-B i' •/- \ SLAB, FOOTING, -�- �______ -- ��/♦ AND FOUNDATION J_�,_______ _-__ _ CONC FOOTING _ / \ r -- --I L__ _ _ CONIC. ___ _ ___ _ _ ^11-L LONG. FOUNDATION AND FOOTING 1 WEST ELEVATION // \` / 2 SOUTH ELEVATION 3-TAB ORGANIC ASPHALT r - L -l- _ ____ r --ter.,_____+' �i -}�, _ _- RIDGE w E SHINGLE ON ORGANIC FELT T�_ 1 __. I - r I`,1'rr IY7 - ",__: I :'C-- _ ' i_ ELEv:337' .I UNDERLAYMENT (TYP) 11- _ - -T t - , -� i_ ATTIC LOUVER VENT W/ INSECT SCREEN 1-7- TL CHIMNEY POT l �' -r -•'-� _ r -I -T- BATH F �Ilx,_ EXHAUST HOOD I-.1. -i. ,.r i t C rr L r 7 L r k -r -r r Tom_ ' 1-i I m 12 l I .- CANTILEVER HEADER + r*i1 ] - + ,� f L { - j --� ?-~ 1 4- - + -�- I _ - -- - -- �. 12 — BRICK MASONRY (BEYOND) i'1 1 /." 4.5 ,�_- . BATH- �4.5 CHIMNEY _ _ I T ,] 1 - i� + I I _ WOOD CEDAR SHINGLES W/ -i ',d -r :} Yi '- Tr -i.l _, r, 1L 11 -.._I�, -,',_ RIDGE CEDAR SHINGLES W/ _ - __1_� 7�2 �l-__ .^ _ I k_ l v\`E.-I,- 12 72 .__ - HOOD EXHAUST 6 EXPOSURE (TYP.) 7" - f T d f I r I ) _ - L _ ', 6 EXPOSURE (TYP,) i - ---- J �{ _1_ . 1 y _ - - „ ALUM. SCUPPER -_ - + I BOILER ,I AND LEADER TO - ± X71 - - y - - 1..� + EXHAUST VENT -i - - - -- - -� 1 ?I L 1 - F -_ __ ® I + - I __ _ I I 16 _ _,' 1_ DOWNSPOUT �r �� ,_ I 1 - I I - a - - _' I-_ - _ t_ _ I __ i ; __\ _ - - I - _ II - I 11 I ' LL I I I WOOD FACIA AND SOFFIT -' ,L� -R'!- '.; - I' - , �,1 -ir II ?, -L r r{�ry., _.-: Tr - -u _ '+_ r _' ---'t-'Irl J - - - L i ' - -- -L _ _ _ -_I - - o _ -_:-I _1 z1' '�: �� _ - CEDAR SHINGLES I :_ , -. .-.T^ I' s r- r • -_- - - t-i..F _ r-1 12 _ : _ _ - i---- -tz- - -- -I - .- ,I_,. _ 1:5 r $ PATR�� , METAL RAILING - --"` r ] '.. 'T 1 I I �__- � -- 3 4 - ; - ---1- I - J I_ . 1 _ .� W/ 6" EXPO URE � V 1 - I ' 12 - .-. I L ; � Frr=' .-_ rt - I. -_, I -I-. .,-_- - _-__F.1 '-`'�-+( - � -t4 - - - I I -- -- L-i G= 42-_--` _ 12 (TYPJ BRENIV'1�N TO DOWNSPOUT l t_. ., II -., _ _ -JL 4a 4.5�- _i--- '--_ -__._I_1 _ _ __ =1I d _ _ ___ T- J _ _ _ 1_rFI _ rf _�._� 1 - I _ _ - _ . _ . _ - W i , ALUM. GUTTER 4.5�-_--- II ' - ', �1 f , IJ r- ir'. L t r o � l-y.-, - _ _ _ _,_ j' m - - , -111 g- moo- -�as wooD cLAUDEa A ECT' T ___.. - __ 1 i - a - I y I-I -!i_mI' T " r ! 1 �. AM A ' J.A - T ,a - t �I' r : . @ � I I r_ �- 1 -7 i T I FIN.SECOND FLOOR \ - Nzp �-_ _ L________-a-.L___LLm ___ _ L_.A___ -t S- _ ELEV]D'O�" _ - GjVN .�I _ ALUM. SCUPPER Gy- B9 F I •,�3 � I �j�a T '__ -_ ______ --- - .__ -- . - __ IJ 4a __ DOWNSPOUT PERGOLA J COLUMN (TYP.) :, OISTS- SECURITY LIGHTry , GOOD - " •_ . . :t+n::,b � _ _ _ I _ CLAD OU a � _ I I 2 'x6 0 2+"-/- o.C. - - ._ (TYP.) I 'ill - -. r-I-_ _. -_ . -_ . D i--- - _- .._ D --_ -_ I i - - --I L_ _ WOOD GUARDRAI O O D - - E - - - t > 02 PERGOLA BEAM- y l i T : ' iT' _ _ - .-_1_I _ - -.cT_... ._ - . ____ __---._� _ O - _ __- .i _- _ _ OWNS OUT �O O I _I- ._ - _-__ l _ ___ _ - _ r - - - L- - -k.-� it WOOD DECKING: yT� 6365 -10 - DOUBLE 2„x B,: 1 k m °' _ 1 I.--- -- 1 r -__ - - - "_. ___. _ - -- DRYWELL T _ - __ _. -_. ._-__-_ 1 - OE. . - __t- .-_____ / __.Vs -.- _ OFN - -+ _ _ y '- --' m II - -I - II -1 S d3TREET .I - - _ 1. _ __ l i . _ __F ____ _______ _ _I- I_ - .- _- _ BOILER COMBUSTION AIR ,To _ -_ -_ -L___I _____- __ --'/r ='_moi Il ll WOOD FACIA NEW YORK. NEw,YDRK 1001I ” - IT I ' 6"X6" T. -,( s; .1_,- __ -I r-"- _ _ _ _ _ _ l _ ._._ I� i _ _ _ - - _ _.__ 'i ,-:- :._r -_ _t-r r_ ___ b ' _ _ __ t VENT 0HIGH, 1LOW) 1 -- - 1 -- _ _ L - ___ _____ __�> _ ^ -13- - _ -I-, '-I - ^� / I' 21z;9e991Ra WOOD COLUMN �'' ! I� r Ll - r LL _ k. 1 - - . J - _r__ 1 I - L-S W 7+-^�. m. -: .---: _W/ iINSECT SCREEN ll 1_ _- __ _ -_ ___ T �� -_ _li 1_a JIl \ WOOD STAIRS © GOP Yft T 200i BRICK PAVING -._ 4 - J _ VENT - - - Y \r ____-_ \ j�.a _ _'° .». -�"\ /� '��` �•'� j 1 -_ - is . _- - - ____- - ____ ' - __ "1 FIN.FIfl3i FLOOR '� ♦ _ ri � __ I �- `�.•r`_�_ �'.^.�1 I WANDRAI05T AND P.RA-8•CF NaMIE .' - .,, I - �/ 1 - 3}It;.t1=. �_ ,�.. : r, I , _.-„- _. _ :! r .,.:,, .,.'. ,:';, :-I,. . � ' , �:;' .-:. . ,. .'.,,.. ... ... „ _,. , --+- ELEv:tr-4%:" L I �,•+,:�..� �__xi�� a '��' _ ---. -'rl' �ir�'� L-_ ---I- r-1 �I , ; li . � ♦ .I ' `� : BILCO BRAND DOOR fir _ __ _,_i III ! ' KILOS RESIQ NC � ` � I;'' I. GRATHWO.HL ROAD, 91 L U )il : '-1 1' -- ` �;.� IT II I _ . ,�. , ,'�"� r NEW S,UF'FOLK .NY ' I I '� 1 I I II I ' LL _•- - - 11 II � I �- - -- - - ,..-I I -__ .. E6f -B- _ - - - -- � - - I -,� -- - - - --� - L I rl -��: �.l `+r _ . IT I , --T -- --- ---H - r=- 1_L 1 __i__ ____ ___ _ _____r____________H___ r _ -_ .I I ' I I ASH PIT ___ EXPOSED - J m ____ a -- _1 ___ _ J_� POSED DOONC. 10000.11 L I ii FOUNDATION NC' iu ' - ELEV:; ez \ // 6,:x16" AIR VENT I, J_L ____ _ -r.TF__ _1_ _ J____I j FOUNDATION I_I - .QCT AO ECT REEN ___________________ ___lu__.-._ ______CRAW�FSPACE ii r 1 ,,__' ' 12°GONG. SLAB ' BILCOSBRAND CDOOR -_ _, _ - --=i 11 _-______ WOOD LATTICE IL FfFLE- . , ,1` J t -rl I ELEV 5 0 I 1 LINE _ __ _ 4u_ I_ _r=___-^_ _____ _, x1 •/- / CREATEGPOSETIVE DRAINAGE 1�___ J^ _ _y____________ _ __rJ,l_L- CMU- PROPOSED / EXTERIOR ELEVATIONS - , `III ,- 1- _ T ISTINC LAB 11LINE OF CRAWL SPACE h_ ____ h- ELEV 2-e — I __ _-_ _- 1 - .I ; / // F // __ _-____I __ __ ____ 1 _ _ __ _ BLOCKFOOTING / / -'-1 ! _ --- 7 _--� /3 ST J L .a STL COLUMM E.T.R. CONC. / / �31/z' STD 1 3 PROPOSED EAST ELEVATION CO.— AANND FooTINc,� / STL COLUMM t °' FOUNDATION / q NORTH ELEVATION coNo. Foonnlc _ // - ' 4�' E- ' -� ♦ /^ // 1 scuE,'/i' • r-o" ^ 8"x15" AIR VENT /\ / BER . 002 /,^\ - ^'`�.^/ \ \ / \ /� W/ INSECT SCREEN O{iT0 I �.��. .� ♦ / ,� .N I� / / �� i'�\� .r/ /'.01 � ' �`•,. A / A\� / ♦ / II �� Amow /'/ ►� 1 ^.1'+�'AI t A7 III r A[rSfQ�'O BN 17,�r �I�II! ' I 11 V, lk r __ - - _ __- ___.-- - -_.- _-- .I --- - � l - A - �NLOs A�.d9n 9 25/2003 1 37 31 PN -- - ----� ---�--- I _ ot y,N� - T7IT - - . " F Fl I RIDGE- DOUBLE 1 ,"x14" LVL A-06 Y'ST�cOL, SIMPSON •LSTA24 RIDGE STRAP R ROOF - : - /XI-YI570t15• _ I ^ RIDGE ifi', fc14 LXL.i' 2"x10" RAFTERS 0 16" o. . AH-2 HVAC SUPPLY TRUNK' @EACH RAFTER (TYP) COMPONENT - ' TlQy BLOc.N RIDGE ' RIDGE rl 0.17 O.S. FILM WOOD ,FACIA AND 80FFT LLrS�7iP 1 �( ELEV,Br-] 0.06 1 ASPHALT SHINGLE r-- 2� 8 EILINO; J01$T5 5/12/2pD' Y- ;; "+ 2"x8" RAFTERS @ i6" O.c• -- 12 I PSl C 76 oxC W/wh.-3( ,' HEADER- TRIPLE 1�',"x9/z' LVL I HEADER- TRIPLE 1��'x11/�' Z^x6" CEILING JOISTS @ 16 ' o.c. 0.0 15LB FELT I it - 9ATT INSl1LATJON (TNP) 9UILDINOa D-f,,.�' ENT 'I•} , _ �� 0.44 a _ z I m, I I' o; HEAI)ER;,DOUBCE a."10 RRPLtGATI�?l ' W/ R 19 BATT INSULATION' W/ R 38 BATT INSULATION /e" CD%, 2"x10" @ 16" D.C. I' SIMPSON •H2.5 RAFTER TIE 12 ,,�� * �_�-� ^,� R-19 BATT INSULATION 0.45 Iz"BGYP DATT SUL. ! j ^- 'i , ° 16 O.C.(AFTERS �I i III I �` BUILDING DEPARTMENT 0 EACH RAFTER (TYP) A 45 ri' dh".Fw`C'Y-_ixr r+•-- 5_ �`,x,.i, c IhrN iu�� ,xS'k Lt1,. 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WHITE L -IL-1_ C1O1 (POLISHED) W/ - ; QERN&LC TILEI �fjt CITI EC --fi- MIf�ROR I �r l- GLASS DOORS w/c AMENDMENT.• ' CERAMIC TILE EASED EDGE OIN CEM NT �y ' -� B14CkEi2-911 + 1- - BACKERE9D v,uvE I-� -1 o iu I_ CN - � - - 1 _ RAMI TILL ^ �_ ^ o • j 1 f i A I , I r - G 1 0 WHITE-/ - _______ __ CGYP BD - 1 I I _ ) � M t ON CEF� _I I e,w�._ �� - Nm THASSOS ') - I Ir THRESHOLD. WHITE -� --- -- ! I- ACKHY-B - I� - MARBLE L i - W/C ?-. . THA�SSOS MARBLE I_ - III ". - - -, .- .. (POLISHED) W/ I - T --I- THRESHOLD - W/C _ I: I o _ N!,C.I ._ o EASED EDGE t . I � . ��"'lll _SII . I WjC. I _ - - o �� _ y M r + + o THRESHOLD. WHITE i @SHOWER— - I ry _ 1 HED,Raves, r 1 - - --, J _ THASSOS MARBLE ' NJO ORNN ,. _ , - I _. _ I I �� I I l I (POLISHED) W/ 1 �1 T- j EASED EDGE l I BATH 11061 ELEVATION , A ION BATH C1 67 - 0 ELEVATION BATH 110 A 67 ELEVATION , •. - B BAT /, . , � � �1 scaE. H 11067 ELEV BATH C2�037 ELEVATION scaE. scae' ' - r_o., �. AT ON .- /r, . ,._a„ E Er/: q SHOWER HED L VALVE n BATH 11067 PLAN r scoecE & uv Ck SCONCE LINE OF EXHAUST scaE:ye' • r-o^ 4'-B" � PITCHED CEILING FAN DUCT ` V-2" 111/2" DIA. ST 2'-0" 1'-B" FIXED TRANSOM - STL. GRAB BAR WINDOWS GLAZED ODOR AN 4 LAV 11,_3�z„ SOLID AND ALIGHT UST F COM BO REINFORCEMENT 7-2" 4'_7%z" I ON C 'M NT ALIGN TOP - (2BSTONE 2 6" --- BA D �I SLOPED CEILING-D z _, OF FINISHED - - - d - . - - -� SHOWER HEADS I .,I 1 g i r_ o I I--, E -- C CER IG TILE SHELVES 7� sHOW R L _- S ° DIA. ST SCONCE -_-_- RWRA THRESHOLD. WHITE �j - -_e--- - -- SL. GRAB BAR m - - SHOWER E • • dE M l ORr I - I'_ ^ O - r - i- SHELVES N THASSOS MARBLE _ -. - _ (POLISHED) W/ ,1 o - -' EASED EDGE a HEM, es, .- - 1 -F - 1 i - 1 I CERAMIC TILE M m - -@ VINE �M.R. j RECESSED _ - SHOWER ON _ - _ CM R - -I- }-+ - _ I �✓ GYP BD - - r -i1 _ �I _p GYP Bo CUSTOM PAN m $LIpE-0 E I ' MED CAB. - -, a I 9CIDE_'D�EN � r 1I m {o I ••. I :'• i - ' I I `° _CERAMIC TILE I. , - , - - . : -. _ _ '- --T "I I _ I SON CEMENT m o m W/C - SLIDING TEMPERED _ "BACKER BD- - j M 21 n e - LAV. GLASS DOORS �G P 1 - � i _ or_ I I o CERAMIC ON BED --_ - - - j a a y in - - _ 4 IL Ei--' - __ --. < -___ __ __ SLIASS DOORS l _";-' H � BATH 120031 ELEVATION THRESHOLD. WHITE 7 BATH 12031 ELEVATION _ _ BATH 12037 ELEVATION i L srcae' - THASSOS MARBLE " scaEr% - r-e^ H • 1- MASTER � (POLISHED) W/ EASED EDGE scaE:yz� - r-o" ' BATH 12031 w/c - '- - -- --- - --_� wic OFFIT SOFFIT SOFFIT-----,,, - • 6 .I f PATRICK IHFTE THRESHOLD t IiI X. _m m .: B R E , MARBLE THASSOS ' III .f. f ' I�Y'AN j (-,',, BATH 12037 PLAN A TECT SCALE /Z 1 O' N 3.111 ' r. -WI REXHAU3T I•I jI N N N /C..CDN NRC/y!r I , 1'-6" 9" 1 Ir1 , : l BACKSPLASH r B9Bi HIGH CTR.TOP W 3 y BACKS _ CTR.TOP g . N o 1O CTR.TOP 00 f ^ \ m Aq 025366'^ .VyQQ REF. CAB. a esN YORK9C71 " ________________ i _________________ `,, ' - � \ NEW 2129ep 1f3R] I �I C � , I ____________ + ' _ O - N o _ 1 o YWGH 1 __ ____ _ t _ r-L n ^� o P/rb�TF,A WA II IIi I - 1 O ` KLOS REftENCI N ip `GRATHWOHL RO/AD, � M 0 O I D FL 1 1 - - 1,_2„ _ W pQRWc NEW :;BUFF, L'K.fa N,Y'' , I' , z' o" dT7Q. O P7 KITCHE N o N 11047 ELEVATI N a KITCHEN �'Z KITCHEN 11041 ELEVATION ;� scaE /z° • ,'-o" SOFFIT L __ SOFFIT score%z" • r-a" GLAZED DOORS - E1 4 07 0 1 aD2o1�� I - I ' I !nF K ii I - O 10 I' 1 I . BATH ANO KI1"CH�N. ICRO (ABOVE) � � I � � ,- I • - C 'C. - BACKSPLAS PLANS 'ELEV T H &. A N L � o0 o Ips � a 0 o If I . CTR.TOP HIGH CTR.TOP - g97F: I I 0 OCTOBER. 20D2 REF. PUL UOUT I � L OUT--- ' - - o TILT _ ' MR, GYP BD - 0 1 I M.R. GYP B0,-^�` ,-III TRASH BIN -�� SPONGE TRAY - ' SCh. ,I DIN sINK _-- AS NC7TE o SINK DW I { iv i i i -__ ___JI__ _ ----------- '. .• , a o L oi: � al F 4 . ; .� I 1 :N� rII �'SIC�"O BY�� 1j 1, j li . � t. jdfCKEO BN. F ;} Pl3 II KITCHEN 11047 PLAN, KICK 'SPACE f h a— /1 KITCHEN 11047 ELEVATION ' - SUPPLY REGISTER score%' - r-e" n KITCHEN [1047 ELEVATION M _ 1 ,1KLN9 A-07�9n 97257903115@115 dA" __ . __—_,_.________- — - ---- ___-, - - _._ _ - ._ _._" - - _ '' 3•I �� ( �r., - - _ WM y T I MECHANICAL NOTES: MECHANICAL LEGEND LIGHT, FIXTURE SCHEDULE -- - - ---- -'- - - - - - 1. CONTRACTOR SHALL EMPLOY MECHANICAL SUB CONTRACTORS EXPERIENCED IN THE DESIGN AND 2] OR H HVAC SUPPLY ELECTRICAL NOTES INSTALLATION OF HYDRONIC HEATING SYSTEMS, LOCATION TYPE QTY SUPPLIED BY MFT. CAT. NO. L 1. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE UL LISTED AND MOUNTED AT. S7pN0ARtl TRADE HEIGHTS, re ® CR �. HVAC RETURN - DTY, TYPE REMARKS 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF ENTIRE SYSTEM, INCLUDING BOILER, 2: RECEPTACLE OUTLETS SHALL BE INSTALLED 12'-0" O.0 �/��/� �•`^,�i CONDENSING UNITS, AIR HANDLERS AND ALL ASSOCIATED PIPING DUCT WORK, WIRING, VALVES', ETC, CONDENSING UNIT EXISTING CELLAR PORCELAIN ___ ___ , MAXIMUM, GROUND FAULT INTERRUPTER CIRCUTS SHALL BE, BUILDINGdj ` f LAMP HOLDER 4 CONTRACTOR 2 75W R19 PROVIDED FOR ALL BATHROOMS AND EXTERIOR OUTLETS. QE1 - 1FPMNT;, IL 3. PROVIDE EQUIPMENT AI CUT SHEETS AND REGISTER SAMPLES. ® - BUILICAT((�j "'?i I _ AIR HANDLER 3. SMOKE DETECTORS SHALL BE INSTALLED 12" MINIMUM FROM WALLS AS INDICATED ON DRAWINGS. SMOKE DETECTOR ' '6/3/2OOyTl 4. COORDINATE PLACEMENT OF EQUIPMENT AND REGISTERS WITH ARCHITECT IN FIELD. EXHAUST FAN COVERED PORCH WALL SCONCE 2 OWNER 1, --- SHALL CAUSE AN ALARM THAT SHALL BE CLEARLY AUDIBLE THROUGHOUT THE LIVING UNIT. BUIL , ,__ T I ' 5. CONDENSATE LINES SHALL RE THOROUGHLY INSULATED TO MINIMIZE CONDENSATION, --- OF TO - -I SUPPLY DUCT PENDANT MOUNTED I OWNER HALL 8E 120 VOLT AC POWERED AND SHALL HAVE BATTERY BACK-UP POWER ACTIVATION PLUMBING,ETC.) REQUOIREO ETEC „ BUILDING tt�RARTMEN __ ICAT� l,. 4, CONTRACTOR SHALL COORDINATE THIS WORK WITH ALL OTHER TRADES (HVAC, P REVISED' ENTJf2E''SHEE','n + 6. DUCTS SHALL BE LINEA/ INSULATED TO REDUCE HEAT LOSS/ GAIN AND LESSEN NOISE. __ COVERED CEILING FRN/ RETURN DUCT 1 OWNER ___ --_ -- 5. ALL NEW PANELS SHALL BE INSTALLED COMPLETE WITH DOOR, LOCK, GROUND BUS BAR' AND REQUIRED 'BREAKERS 9/26, 03�:- � 1 SCREENED PORCH LIGHT AS SHOWN AND/OR REQUIRED. PROVIDE TYPEWRITTEN DIRECTORY FOR ALL NEW PANELS, ' BUILDING DEPARTMEN,Tj 1 _ "^ ENTRY 1101] RECESSED- AMENDMENT' \// ^'�'/ \\/ \✓/ \ Imo^ CLOSET LIGHT 1 CONTRACTOR JUNO IC571 1 40W A19 6. ALL LIGHTING FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS. MECHANICAL SCHEDULE ` LIVING ROOM 11021 5' RECESSED 3 CONTRACTOR JUNG TC20-205W 3 75W PAR30 / CEILING LIGHT 7. UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT, CONTRACTOR SHALL FURNISH AN UNDERWRITERS DINING ROOM 11037 5' RECESSED 1 CQNTRACTOR JUNCI iC20-2D5W ] 75W PAR30 CERTIFICATE. ZONE AREA FUNCTION THERMOSTAT NOTE � CEILING LIGHT KITCHEN [1047 4' RECESSED 5 CONTRACTOR JUNG ICl-14W 5 CEILING LIGHT 50W PA 20 - 1 FIRST HEAT / AC PROGRAMMABLE 1 MUD ROOM [1057 PENDANT MOUNTED . INSTALL AIR HANDLE T 1 OWNER --- FLOOR ELECTRICAL SPECIFICATIONS " FLOOR R A CELLAR CEILING. PROVIDE VIBRATION ISOLATERS AND --- --- / OVERSIZE DRIP PAN U NN TO SUMP. CEILING LIG 2 CONTRACTOR JUNO TC20-205W 2 75W PA 30 1. ALL SWITCHES, DIMMERS, RECEPTACLES, TEL, JACKS AND CABLE TV JACKS SMALL BE: MANUFACTURED.BY SEO 2. SUPPLY DUCTS MOUNTED ON CELLAR CEILING AND FEED THROUGH FLOOR. I CEILING LIGHT 1. ALL ,SWITCHES, UMEA 2 SERIES, COLOR WHITE W/ STANDARD DESIGNER WALL PLATES. _ 3. RETURN DUCTS MOUNTED ON CELLAR CEILING AND RECEIVED THROUGH COVERED LANDING WALL SCONCE 1 OWNER 2. CONCEAL ALL TELEPHONE & CABLE TV WIRING WITHIN WALL / CEILING CONSTRUCTION. WALL IN MUD ROOM MOUNTED AND LIVING ROOM [NG AT FIRST FLOOR. --- --- --- 4. PROVIDE FILTER RACK AT RETURN AIR GRILLES. PORCELAIN STAIRS 11097 LAMP HOLDER I CONTRACTOR --- --- 5. DUCTS SHALL BE MOUNTED NO LOWER THAN B.F.E. ELEV 6'-0" 1 75W A19 2 SECOND HEAT / AC PROGRAMMABLE 1. INSTALL AIR HANDLER IN MECHANICAL ROOM 12063 ON SECOND FLOOR. ` BATHI [1061 WALL SCONCE 1 OWNER --- --- L ___ ___ FOOR PROVIDE VIBRATION I$OLATERS AND OVERSIZE DRIP PAN, DRAIN TO EXTERIOR. I EXHAUST ELECTRICAL LEGEND I - 2. SUPPLY DUCTS MOUNTED IN ATTIC SPACE AND FEED THROUGH CEILING. FAN / LIGHT 1 CONTRACTOR FANTECH REG 1001 1 50W MR16 FL000 3. RETURN DUCTS MOUNTED IN ATTIC SPACE AND RECEIVED THROUGH / MECH. & PORCELAIN ] CONTRACTOR RECESSED LUMINAIRE ® pL00RXORE CEILINGLMOUNTEDT4 DOOR JAMB SWITCH I WALL IN HALL 12011 AND MASTER BEDROOM 12021 AT SECOND FLOOR. LAUNDRY RM [1071 LAMP HOLDER --- --- 1 75W A19 4. PROVIDE FILTER RACK ON AIR HANDLER. / CEILING FAN/ I OWNER SURFACE MOUNTED LUMINAIRE ) BEDROOM 1108] LIGHT --- --- - #- - Q THERMOSTAT RECESSED- � DUPLEX RECEPTACLE OUTLET - CLOSET LIGHT I CONTRACTOR JUNO IC571 1 40W A19 EXTERIOR SECURITY LIGHT SPLIT WIRED (HALF-SWITCHED) s CEILING MOUNTED _ PLUMBING NOTES PLUMBING LEGEND BJ MOUNTED 12" A.F.F. O SMOKE DETECTOR STAIRS [1107 PENDANT MOUNTED 1 OWNER --- ___ UNLESS NOTED OTHERWISE ll CONSIDERATION SHALL BE GIVEN 70 TYPE, SIZE, LOCATION, AND INSULATION OF ALL DOMESTIC �-{ HOSE BIB (FROST FREE) LO WALL MOUNTED LUMINAIRE MOUNTED ABOVE COUNTER sc CEILING MOUNTEDMONOXIDEDETECTOROR WATER SUPPLY AND WASTE PIPING T0. DUPLEX RECEPTACLE OUTLET CARBON MO _ al MINIMIZE CONDENSATION pH DOMESTIC HOT WATER MASTER CEILING FAN/ I OWNER F---I UNDERCA13INET LUMINAJRE 0 REDUCE HEAT LOSS/ W STORAGE TANK BEDROOM [202] LIGHT "-- --- --- --- b TELEPHONE OUTLET WALL G MINIMIZE NOISE DUE TO WATER FLOW RECESSED- I CONTRACTOR JUNG IC571 DUPLEX RECEPTACLE OUTLET MOUNTED 12" UNLESS pV DOMESTIC WATER CLOSET LIGHT 1 40W A19 DEDICATED CIRCUT OUTLET �c DUPLEX I. OTHERWISE " A.F.F.A.F. - PRESSURE VESSEL WALK-IN-CLOSET PENDANT MOUNTED 1 OWNER ___ ` 12051 -- --- --- 1.e SINGLE RECEPTACLE OUTLET $ SWITCH © CABLE TV, OUTLET - COVERED BALCONY PENDANT MOUNTED 1 OWNER MOUNTED 12" AFF _ PLUMBING SCHEDULE --- .-- ___ UNLESS NOTED OTHERWISE ® ® EXHAUST FAN / LIGHT DIMMER ,n7p, COMBINATION MASTER BATH 12037 WgLL SCONCE 2 OWNER GS DUPLEX RECEPTACLE OUTLET J•3 U CEILING FAN/ LIGHT- ___ MOUNTED 12" A.F.F. $ THREE WAY SWITCH 0 COMBINATION LOCATION TYPE MgNUF. FMOOEL FINISH TYPE. MANUF.I FT NM MODEL FINISH REMARKS PENDANT MOUNTED OWNER UNLESS NOTED OTHERWISE T ELECTRICAL PANEL EXHAUST ] CONTRACTOR FANTECH REG 100L i DOOR BELL BATH [1061 TOILET FAN / LIGHT 1 5OW MR16 FLOOD OWNER SUPPLIED MECH ROOM [2067 PORCELAIN - 1 CONTRACTOR --- 1 75W A19 N a" LAVATORY OWNER SUPPLIED LAMP HOLDER --- SHOWER OWNER SUPPLIED 3„1 EXTERIOR PURL 2 CONTRACTOR I MEDICINE FULL RECESSED WITH MIRROR SECURITY LIGHT 7 7 4 100W FL PROVIDE SUBMITTAL BATH 121133 -'j CABINET ' BATH 12033 TOILET OWNER SUPPLIED /' -`\ / // ^\\ �^ %"'j�i' t LAVATORYOWNER SUPPLIED / ,\ / l \\/ _ `\ L V 43I = / KICK SPACE— KICK SPACE I 1 � BATH [1061 �l SHOWER OWNER SUPPLIED - SUPPLY REGISTER. �j 1, EXTERIOR / III eC ; s 1"—i a LAUND IC107 SUPPLY REGISTER. I - I I SHOWER DOOR CLERR TEMPERED GLRSS, FRAMELESS, �,�' I 'ii I SECURITY LIGHT \ _ 1 slwwCxl 7 \ FLccora� ..3_ s a — HINGED, DOOR RNO FIXED PANEL pq KITCHEN 1104] rxs j yl n.m xd MEDICINE FULL RECESSED WITH MIRROR / - - _ '- CAB NET / +- -_�- . - li III HVAC 2-WAY \ Is, y -_ R IL Is x - - I ! R ___+ �. _ °W sno LOTH /I .� .� �.^ ^�.\ � �__ .__ --_I REGISTER, I FLOOR— _1Z 00 C. la u esx ty` - /// �^^\ // \\✓// \\ //��.^` I � f. _ .. CL - CUPPLYC L00,, / a,. C.o. . \v - -- -- -- Tom\ -_ ISLJ � \ SYSTM SANITARY RISER DIAGRAM _ _ I SUPPLY FLOOR f 1 /, -- ._ - - - i � - - _ - - _._ 14 � HVAC 2-WAY __ - L rl, iL1 EXHAUST { FAN HOOD RSU EG SLY TERFLOOR ` ± 7 __- I REGISTER. I✓ ......J _. -_ , / I ' --. - - `` BEDROOM MECH HVAC SUPPLY TRUNK PATRICK RETURN AIR S`I SZ©� � I� � � w H_ I -- -=- GRILLE w/ __ / +, \ �-� j MECH. &` I ROOM/ i BREN AN -I-- FILTER TO A 2 1 I I Hvnc a-wqY AR' E C T CEL I LAUNDRY \ Z 1 SUPPLY CEILING / r SPACE 3 ', - � "_�� 11077_ _ STORAGE SE IPS OAR�y/r AR ' -- -I - CRAWL \ \ LIVING -� ( Y RM I \ e wEVIN� F - - - L - (ELEv ; 7 1') � i \ ROOM \� .. s� P c , I HVAC I 1206] 11027 / - SII v^_/ I RETURN -41 TRUNK c I J - HVAC RETURN 025965: Q THROUGH WALL J I 1 '9 GRILLE (ABOVE) ^ I sC - I - _I q HVAC A - ,:,.yJ . ' i - Y _ RETURN AI I 0 1 - .. - I---- I ^ J I ��^ L I,,; 2-WAY \ t : 'NEW . I T M1 I ' ^ .r s r- �„ +II .01[0 ! ._ __ ___ _ _ , RK10C11 � M11�_ 'I `\�\❑.h� ; I -L��- � lr _ �.-, 4�..=.._.-.-__� �"y \ 1 \\ REGSTER.I ' I � ., I �- - _ .- � _ _ _ _HALL _ f 2e 4 '---' - 1 "r"- PPL ENTRY AlCELLAR BATH © coarayrtoga 1101] 1 SCAOSLTAI SI ~` --- s` 111067 t EXHAUST �{� - __ _ I- --. iL^ ' 1 \ C20,ll flsn �crnw Hvgc z-war �P I A = � C1 I I �j�— -- u c� r I g} � %.I xx-� �AIRER C 1 � REGISTER.FL00-�'. I /' ._ -- . - _ _ a© ��I Se ��_.- ,�_ _ )� , -�,T, HVAC / / .1 1Y- li SUPPY KLOS RESIDENCE 141 x I ' L I, _ HVACCEILINL 3-WAV \ i- 3xl sCAD (ABOVEI � �I A, ._, r ;.:� - _ __ _ -_ - I� „!. f i ' � � i,” ��UPPLY xQOR TiT_ ' , � ,, I REGISTER. NEWT U�Fi'OLKNY ,�' ._ E LINv / / _ I _ - - _, I V--'r--- ,� 6� '-` y . ,._ REGI6TERI, /�I d` - '_- ` -. � r i _ F i HVAC 2 f____J TER GL 1 SUPPLY WAY / I .. �\ / RTFILTLER TO II' I \'_ CIC BAT H� CZD3] IIT- I __� _.'i � i sc ACL'OSEIT�� - / CELLAR MUD ROOM''�'',� I _.._�. - - J -� t -- Ed 12051 �crAn FLEvEs a/R / ) I -� - - -- ESPACRACE ) �_ COVE REGISTER, !,� / -, /KITCHEN ) 1105] �� II - � � d', :sc r Huaa 3-WAY 100201 I ' /C�Rsr SUPPLY REGISTER PORCH ?� � ; DINING ',i �KICK SPADCE] \ / I r I ' L'� T-____ -_L // "� REGISTER CELLAR CEILING r{rcE_ I �j 11 F ` ,1-- ---, - �' III ER. FIRST' P% RETURN AIR I (ABOVE) (TYP.) 1 111 III .I Y' ,I ` rbc �`�- - �, HVAC -` __Ln SECOND 171=lY � '. r [0031 REGISTER _r I � I --� I / .I �r.�- ' (ABOVE) i I j Iilgi - JI' - \ \\ LIQ r c I— _ RETURN / / —` . ' AL - GRILLE I, MECHANIC y rHRoucH ELECTRICAL,= PLANS \ WALL / / - — NOTES; ANDCHFUbLES LANDING / / / ---- / HVAC 3 WAY // BEDROOM y aar�, OCTOBER Q.2 / --- -- � F. 7 _�/__ HVAC 2-WAY __ �. REGISTER. I �� ! I ! 1rZO2] G�LZS SE"C J I j 1 HVAC 2-WAY I �I / / © ^ I �'^� { 1 -- _ �� SUPPLY FLOOR - �- -- 11 ll� SUPPLY REGISTERFLOOR ` I REGISTER / �p ^^ _ , -�� ,144 91 hil' AUS / Vt- .' Pune - - __-_ FAN/ LIGHT EILING�k III j ' EXTERIOR RANGE OD / /// _r- < -11,1 r1 -I- �fI�- r Xb"Sl!Nlf'Q�'Qn - 'r R 1\\ .__ -__ - ._,_�,_ - HVAC 3-WAY 11�5� I ' / 1 -T_J rc-- SG EENED I III \ — SECURITY LIGHT / , ` REGI ? P ” SUPPLY CEILING REGISTER. PB PORCH _ — r COVERED 1 BALCONY \ !-\ CELLAR MECH/ EL/CT. PLAN -- -- — --' / - `osNN. ' ►�T /i.��T ^ter/ "'� ► .� -�/ \� SCAE: N.T. . �� ' SECOND FLOOR ' MECH/ ELECT. PLAN 1 / FIRST FLOOR MECFII. ELECT PLAN / — EP-01.99n 9 5 003 21 42 PM / 1 .,'/ _ �'� ^�,_T // \_—// `3J SCN.E: N.T.S.