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HomeMy WebLinkAbout33892-ZNo: 37547 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 310 OYSTER PONDS LA ORIENT SCTM #: 473889 Sec/Block/Lot: 24.4-1 Date: 5/8/2015 5/8/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/11/2008 pursuant to which Building Permit No. 33892 dated 5/13/2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING INCLUDING SUNROOM WITH DECK ABOVE, COVERED PORCHES, OUTDOOR SHOWER STALL, TWO -CAR GARAGE, STAIRCASE TO AREA ABOVE GARAGE (NOT TO BE USED FOR A BEDROOM) AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to PETER S & IRENE M TREIBER of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED R10-07-0102 10081 03-24-2015 12-28-2009 02-05-2010 Kevin Rempe Plumb' g — 2i��' A�� AuthorKd Signat e 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. 33892 Z Date MAY 13, 2008 Permission is hereby granted to: PETER S & IRENE M TREIBER 110 GLENLAWN AVE SEA CLIFF,NY 11579 for : DEMOLITION OF AN EXISTING SINGLE FAMILY DWELLING AND CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER SCH APPROVAL AS APPLIED FOR at premises located at 310 OYSTER PONDS LA ORIENT County Tax Map No. 473889 Section 024 pursuant to application dated APRIL Building Inspector to expire on Fee $ 2,776.00 Rev. 5/8/02 Block 0001 Lot No. 001 11, 2008 and approved by the ORIGINAL Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT pepartmentGw TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPFEB 9 2010 This application must be filled in by typewriter or ink and submitted to the Buildingi U llowing: TOWN OF SOUTHOLD 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 dwelli g $25.00, Iterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to access i ding $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy -1.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre_existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. .Permit No. .:;I')- 91 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Lot: Final Certificate: (check one) Applicant Signature SUFFOLK 1 BUREAU of E L E C T R I C A L INS PECTORS,Inc. 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 • Fax: 631 980 6455 • E -Mail: SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rons East End Electric Certificate No.: 10081 Rough In Inspection Date: May 02, 2009 Final Inspection Date: Dec 28, 2009 Application No.: 10081 Building Permit No.: 33892 County Tax Map No.: 1000 24 01 01 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical.equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Peter Treiber Site Location: 310 Oyster Ponds Lane, Orient, NY 11957 Owner's Address (if different): M Residential d Indoord Basement + Service Shed 0 Commercial J Outdoor 1 First Floor Q Pool Hottub J, New Renovation +l Second Floor © Attic Garage EJ Addition Survey Other: INVENTORY Single Phase 300a Heat 1 -gas Duplex Recpt 76 Ceiling Fixture 21 HID Fixtures Three Phase Hot Water GFCI Recpt 20 Wall Fixture 12 Smoke Main Panel 2-150 AC Cond 3 Single Recpt Recessed Fixture 7 CO Detect Sub Panel. AC Blower 3 Range Recpt Flourescent 11 Smoke CO Combo Transformer Appliances dish Dryer Recpt 1-20a Emergency Time Clock Disconnect 2-150 Switches 57 Twist Lock Exit Fixtures Pumps ,1-wel 3FCI Breaker 2 Heat Pump Electric Heat Pool Luminaire Exhaust Fan 5 Other Equipment: low voltage lights -16, 1 -paddle fan, 1-wirlpool bath, 5 -arc fault circut breakers The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Rons East End Electric Inspected By: Roger Richert Signature. - License No.: Date Of Certificate: Dec 01 , 2011 Town Hall Annek 54375 Main Road P.O., Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Notary Public, County W114AUGHNESSY ry WjW State of New York No..5 .4528113 Qualified in Su Coun Commission Expire bo ` OF SOUj�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �--b-1 L DATE INSPECTOR s 0 Coy t MV, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION IF NDATION IST ROUGH PLI3G. L,4X U FOUNDATION 2ND ]INSULATION FRAMING/ STRAPPING FINAL FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION DAT x_ell% — (CAr' -INSPECTOR G Q Oel lou � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION IST ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION l -- MARK [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION 4 14� DATE INSPECTOR SO(/T�o� 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1 ST [XROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [✓ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: A ` s c 4a 0 DATE 7-- INSPECTOR SOblyolo 33F-� coulm,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING ROUGH PLBG. F ±[INSULATION s [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: _ ot - DATE _ / � INSPECTOR OF SOUTyo� ��yconury 0�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: s DATE l°L—�� INSPECTOR FAIRWEATHER-BROWN DESIGN ASSOCIATES, INC. 205 Bay Avenue Greenport, N.Y. 11944 631-477-9752 (fax)631-477-0973 Mar. 24, 2010 Southold Town Building Department P. O. Box 1179 Southold, NY 11971 Re: Treiber Residence 310 Oysterponds La. Orient, NY Building Permit #33892-Z To whom it may concern: This letter is to confirm that based on my observations on several occasions throughout the construction process at the above referenced project, and to the best of my knowledge, belief and professional judgment, the strapping has been installed in accordance with the revised plans and the Residential Code of New York State. If you have any questions, or require additional information, please feel free to contact me. Thank you for your attention to this matter. Sincerely, Robert I. Brown, AIA MAR Z 5 2010 D =OF �' BRO ,L TOW 163A" T OF N�% a REPORT I DATE 1. pppppp FOUNDATION i -------------- FOUNDATION (2ND) IL/1`/LTJ/ V MEO u" ■G7�L'=�iiI�►�ii.J,^/iii WKA .Pi L.r� �.rl� _ ��• / �/,�/�L�� J ..ice ;�� �.� II 2161 M INSULATION STATE ENERGY CODE f a 1 FA Mr; i�J AM, - �� 1 i m� • TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,,NY11971 TEL: (6 765.1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 120 Disapproved a/c Expiration. 20 d BUILDING PERMIT APPLICATION CHECKLIST po you have or need the following, before applying? PERMIT NO.3 92RP Board of Health 4 sets of Building Plans_ Planning Board approval Survey Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: .,11aiK V &J ma;— p Phone: h�71— 7 7 SA mg Inspector W APPLICATION FOR BUILDING PERMIT Date , 200f/ {` !..--.`?`P��,�,.-I INSTRUCTIONS b a -Th 1's" 'app`lication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signa f applicant or name, if a corporation) QvWing address of O licant) State whether applicant 's owner, Jesse ,agent architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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 will be done: IlCe &n 7" House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision = _Failed Map No.� _ l:1 i _; '_ �`afAry9((L�.'�'i+•..� lOEEl,i�, (il .it�lillfi'J� 2. State existing use and occupancy of premises and a. Existing use and occupancy u i use and occupanc of proposed construction: ±Kjj b. Intended use and occupancy-�%%- 3. Nature of work (check which applicable): New Building ✓ Addition Repair Removal Demolition Other Work_ 4. Estimated Cost(J © Fee Alteration. (Description) 11 (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 :T 6. If business, commercial or mixed occupancy,,specify nature and extent of each type of use. t 7. Dimensions of existing structures, if any: Front�K Depth Height Wit/ s% Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entre new construction: Front --y 5 Rear Depth O % Height Number of Stories i 9. Size of lot: Front es Rear____;5 Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES, NO 13. Will lot be re -graded? YES NO ✓ Will excess fill be removed from premises? YES ✓ NO 14. Names of Owner of premises — /i✓�./BE/� Address `J91 -c-. 1C1"k_'1V Phone No. �%9 131 Name of Architect W'") Phone No 4f Z7 - 525k Name of Contractor Address Phone No. 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 NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: - COUNTY OF I d } Aff)(11M being duly sworn, deposes and says that (s)he is the applicant (Name of ndividual signing contract) above named, O)His the ezl'�_ (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 thi day of ` 2w NotaryPublic .0ignature of Applicant Notary Public, State o New York ` No.01CU6100507 = Qu�nl Ori n� Town of Southold Erosion, Sedimentation & Storm -Water Run-off ,ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: D!strlct i ectlon Block Lot THE FOLLOWING ACTIONS A DESI Item Number: (NOTE: A Check Mark (f) for each Question Is Required for a Complete Application) THE SUBMISSION OF Yes No '( Will this Project Retain All Storm -Water Run -Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site / El Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? J a This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl — 3 Will th!s.P�oject Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? ❑ — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ / Five Thousand (5,000) Square Feet of Ground Surface? — 5 Is there a Natural Water Course Running through the Site? this Project E]Is within the Trustees jurisdiction or within One Hundred (100') feel of a Wetland or Beach? G Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to El/ One Hundred (100') of Horizontal Distance? — 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm -Water Run -Off ElJ into and/or in the direction of a Town right-of-way? — 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of F / any Item Within the Town Right -of -Way or Road Shoulder Area? — (This item will NOT include the Installation. of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? El — NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm -Water, Grading, — — — Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit[ — — — — EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm -Water, Grading, Drainage & Erosion Control Plan Is NOT Required! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — STATE OF NEAT YORK, C:OUNITY OF.......... ............... SS That I, .........tanle ... �O.L ............................. being duly sworn, de!)oses wid says that he/she is die appbcwit for Pemtit, of individual signing Docu entl And that It, sire die ................. 7� (Owner, Contractor, P.gen(, Corporate Officer, etc.) Owner and/or representative of the Owner of 0mier's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in dus application are true to the best of lus knowledge and belief; and that the work will be performed in die manner set forth in the application Filed herev%ifh. Sworn to before me 11iis; ...�............................. day of ..� 1..................... , Notary Public: .. .. .1)............ Ignalure of Applicant) FORM - 0 6107 Notary Public, state New roil( No.O1CU6100501- FAIRWEATHER-BROWN DESIGN ASSOCIATES, INC. 205 Bay Ave Greenport, N.Y. 11944. 631-477-9752 (fax)631-477-0973 11/12/09 To: Southold Town Building Dept From: Amy Martin, Permit Agent Re: Treiber Building permit #33892 It has come to my attention that the building permit on the above named project is to expires today. The construction is nearly complete but we will need to ask for the standard extension to allow for all finish work to occur & final inspections to be had towards the goal of acquiring a C.O. Thank you, .U / J Ll —b NOV 7 6 20090� 8Lp6. pE1PT� Amy M i TowN o� sour 0; Icirw Office a ager/Permit Agent HotD Far er-Brown Design Associates, Inc. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 March 15, 2010 Owen Construction 101 Edwards Avenue Calverton, NY 11933 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 RE: Trieber, 310 Oyster Ponds Lane, Orient NOTE: Architect or engineer must certify the strapping requested by inspector on 6/11/09. TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00 Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 33892-Z New Dwelling Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 November 28, 2011 Owen Construction 101 EdwardsAve Calverton, NY 11933 BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: Treiber, 310 Oyster Ponds Lane TO WHOM IT MAY CONCERN: The Following Ite m(s) Are Needed To Completour Certificate of�Occu NOTAL architqt or engin" ee?�(nuster fy tflae �krappir gas regiigs 0 Application for Certificate of Occupancy. (Enclosed) 0<lectrical Underwriters Certificate. z fee of $25.00. (Outdated check enclosed) ZFinal Health Department Approval. Telephone (631) 765-1802 Fax(631)765-9502 Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 33892 — New Dwelling Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 December 1, 2011 Owen Construction 101 Edwards Avenue Riverhead, NY 11901 pF SOUryo� 0 Pz � l,�• S cDUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD RE: Treiber, 310 Oyster Ponds Lane TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00 (outdated check returned need new check) Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 33892-Z new dwelling 64 Telephone (631) 765-1802 Fax (631) 765-9502 Peter S. Treiber 110 Glenlawn Ave. Sea Cliff, NY 11579 January 3, 2012 Building Department Town of Southold Town Hall Annex 54375 Main Rd. Southold, NY 11971 RE: Treiber 310 Oyster Ponds Lane Orient, NY 11957 Certificate of Occupancy Dear Sirs: Pursuant to your letter of 12/1/11 (copy attached) please find a check in the amount of $25.00 for the Certificate. Please note that the Final Health Department Approval is in the works Sin ely, Peter S. Treiber, CPCU Enc. 04' CONC o� .zs �a �8e Co, c p S "'°N 64'79 0 z�s.'Cf 0 Jp F iRR fcU�\ �Rf �NCf \ IN, \Ss• \ \ eR,ck 7 6- ,RRfCU N 'ss 64°7 9 �'Cf a3Nf 9 00 a w °0 c olLj�TT t.. y re- Nc zs o., *0 sT A E �R EE /\��O a a' • d x ��0 d a SURVEY OF PROPERTY SITUATE ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-24-01-01 SCALE 1 "=20' OCTOBER 23, 2007 a ry0/ate Q : a . 4 ry, '• c ^ a ^v1 d x� AREA = 12,697 sq. ft. 0.291 ac. CERTIFIED TO: PETER S. TREIBER IRENE TREIBER NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR tea f• e 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ! COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. of INIE 1 NFT,,�� i Lim. No. 50467 Nathan Taft Corwin III Land Surveyor Title Surveys — 'Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 Riverhead, New York 11901 Riverhead, New York 11901-0965 so.7 6409' S o m FF 00 AO A?�r OJT G� COn'C MON �e- J ,, eq<< N 64079, 9 00,, IA. YY _t_0'Tt\ m o/ o- AFR C Ah/ d FOCF 0 _ e F�'Oh � qCT pRi� 3T°N FCS � ��a EWgy F'I'7Ny 4 . SklpA ks' SURVEY OF PROPERTY SITUATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-24-01 —01 SCALE 1 "=20' OCTOBER 23, 2007 SEPTEMBER 16, 2008 ADDED PROPOSED HOUSE OCTOBER 9, 2008 FOUNDATION LOCATION AREA = 12,697 sq..ff. 0.291 ac. X 66 jFD) Sl / Co. O .o�� a X X/0 ,0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP ' NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO' THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OREASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. CERTIFIED TO: PETER S. TREIBER IRENE TREIBER NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND A FOR SUCH USE BY THE TITLE ASSOCIATION. i Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 Riverhead; New York 11901 Riverhead, New York 11901-0965 FINISHED _ GRADE EL 2 DATUM = O.O § FINISHED GRADE EL = - b \PITCH 1/4`/Ff.—� PRCH I/8'/FT.—► JINV=11-1.NV.EL:2.29' INV.EL-2.3 �p SCDHS APPROVED SCDHS APPROVED 1.000 GAL &-0` MIN. PRECAST 8'0. 6'DEFP 8'0, 6DEEP LEACHING POOL / SEPTIC TANK .s3 C+I 90 L 8-0` 0 L \ Omu ® F_ ' § ELEV. ND WATER MON. , I c s� `O V0FND. WATER71 S N 5' BE OW SURFACE ThPROPOSED SEPTIC SYSTEM DETAIL O 0Tp ZE >O s� N.T.S. NW NE V �� VJ /Vl?L� V / TREI BER W E B' HEAP ✓� �/\ / ,,=1 f •,s •-, ��'' '� 5W 5E ANF \ N/p , /J�J� � I 1/19/2007 `rl 6' DEEP \ NQ F III111/---,,,, V ✓ 8' DIA 01 - DIA v 0 /^•JYJ BDAP -�� \ \ x S FAIRWEATHER-BROWN s LP N \ \ 2 S, a m DESIGN ASSOCIATES,INC. s ��- e \ \ \ oS 205 BAY AVENUE �o Pj '71 '�c,� �; \ \ �' rGREENPO T w R , N.Y. 1 1944 G3 1-477-9752 (Fax) G3 1-477-0973 011,Y TE�? 4 /oT� yN Fo HOLfND. MON. 0 3'E ` o��/�GF F MON,FND. C-1 •" .�'.-,� W N \ 296 oS MF O PROPOSED o.zs2.0 \ \ N64°� 'tilt c—'' BASED ON SURVEY FRO O \ ^ = , KAREN MONAGHAN 41 JESSINE MONGAHAN 235'� AT ORIENT 1 , TOWN OF SOUTHOLD N/ 4 �, , SUFFOLK COUNTY, N.Y. / �. _ :•. �N0F HE MY PERSON, Mr"ING UNDER THE 1000 - 024 - 01 - 01 �'S 2� O �Q -,F A LICENSED MARCH 2 1, 1 OCkI/�FFN�F QO TEST HOLE DATA ;i i, �^Q AL d ANY BY: T. METZGER � oG/25/2007 --:coq TE•13S DRAW ING IN LAND SURVEYOR \ \\ T•ANI ,Ua'T BE 0 IZED ; 2' BROWN SANDY LOAM OL 5F• AkLED, AND R_ _ BROWN 51LT ML -'` C.1 ;;',q ACCORDANCE4' SITE L A N .O — — BROWN FINE TO COARSE ��2 !ryY°�� SAND W/ 20-30% GRAVEL SW --^"'-- �O FND. C0 7' S,• n n MON ' V Yp�" `-Int`•. 50.2 0) SCALE: 1 "=20'-0" BROWN FINE TO MEDIUM SAND 5P �r�' % o f V 14.5' ^'.-;2 i', 4 r+ WATER IN BROWN FINE TO MEDIUM SAND SP=:'• , 4' 1 162 34A COMMENTS: WATER ENCOUNTERED 14.5' BELOW SURFACE f �^ o..7 s Nc M 64°79 , 5 0 C �� FEN° 00 ,, `•, Q, �� 26s F F AD Aj 0 0 °1 S r _ 40 o . � 00i 2? J v � t'L 1 SEPTIC SYSTEM TIE 'MEASUREMENTS SURVEY OF PROPERTY SITUATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-24-01 —01 SCALE 1 "=20' OCTOBER 23, 2007 SEPTEMBER 16, 2008 ADDED PROPOSED HOUSE OCTOBER 9, 2008 FOUNDATION LOCATION FEBRUARY 17, 2010 FINAL SURVEY Rp R 4 °VF Q\ � \ R"qH° ry AREA = 12,697 sq. ft. �4 ° D� ^7 2 `J yFOGe ROw 0.291 a c . 94�CER TIFIED TO: tee` aa• h oJ~��� / (�s� PETER S. TREIBER ° c0�c MONO s6�cF > ?STORY '34• N /..... 766 �Foj °_ IRENE TREIBER N. 4 .4 N o o FR 234 ....::::.::.. / is °SFS SlON aF q'yF /YOU '2s s M F yq O�F� RpoF ^ C F�FL N �lF , NOTES: 04"N so a 52.0 , 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM SyRq� '�q`C 724 N 7?4 �RqO� ,S o 0"' rya wF ^ /' �7 EXISTING ELEVATIONS ARE SHOWN THUS: 0 ng 64°7 �9� 9 n, �' S / 2 O a X 00 J 733. ,2S ° .STFa d ° . `�/Op a• . QG i MAY A 8 2015 . - - - - -o -I C — - - 3 / d [� Q� ° 4 loz�'ClRi° o d/o �4 ' fp a SUB ECT TO COVENANTS & RESTRICTIONS Um P� ° ° o Sh6-r1ru, w er/, q� " ! FR4 sl0�e <slO%o. °� a P GGS 1 l S Q f $'"5 = �r Cir/O GgRgMF �q44 Rr� gr p/ 4�� a : a e F SUFFOLK COUNTY `%E=AR T MENT OFHEALTH SERVICES ?? TI � ° C i C 1 L.10 (T �' ° .a. ORq/N a d ^^� .a ° .. APPROVAL OF l ;.'X`J , r 7 d epC b d. ; ,77�!�C : EB UllJt.fCS FOR F of a. � � . ,..a. ASIiNGLEL- 'A.MIL.YRESiDENCE ° gspHq<l �J _����r� Date Ulfi'R � `! ORrL�gY SloNe M� v0 ° � ' � U � L� 2�1 i I.S.IRef. No. -Ail Q ? DI /�) )2 o.., a 49 , , . 50.2 The sewac� disposal and v��€c 3uppir facltiGes at this location have been //�� a yn•f t.= Inspected !or cer?in'ed by i"i,- Geparrrenr oL'�� r a encies a ° ,� 9 and found to /�� d 1u 11 be satisf4e?cy FOR A �.9Pv�1i�11_Is,1 ��_ F --�— BrDFZO0i4iu. � -:, »•m - �,,p tee° ",�,.� ;�;`" •war:', , M rvatr _` - -•- _J �� / ° `° TOATHIS OSURVEY IS AATVIOLATION OF ION (p SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SI EMBOSSED SEAL SHALL NOT BE CONSIDERED 1 TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Title Surve ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE wi h TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE 631 r � LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LC THE EXISTENCE OF RIGHTS OF WAY 1586 Mal AND/OR EASEMENTS OF RECORD, IF Jamesport, Nev ANY, NOT SHOWN ARE NOT GUARANTEED. REPARED IN ACCORDANCE WITH THE -MINIMUM TANDARDS FOR TITLE SURVEYS./aSRES_,�TABLISHED Y THE L.I.A.L.S. AND APPROVED •ANEOADOP'fED' OR SUCH USE BY THE NEW YORISTATE-L`AND TLE ASSOCIATION. 1 �',.�1;:Q r 0 1.W 67 /_4 ANDD SU N.Y.S. Lic. No. 50467 HOUSE HOUSE CORNER FA CORNER ❑B SEPTIC TANK 25' 24' LEACHING POOL' .1 32' 34.5' I#� 20.5' 26' POOL SURVEY OF PROPERTY SITUATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-24-01 —01 SCALE 1 "=20' OCTOBER 23, 2007 SEPTEMBER 16, 2008 ADDED PROPOSED HOUSE OCTOBER 9, 2008 FOUNDATION LOCATION FEBRUARY 17, 2010 FINAL SURVEY Rp R 4 °VF Q\ � \ R"qH° ry AREA = 12,697 sq. ft. �4 ° D� ^7 2 `J yFOGe ROw 0.291 a c . 94�CER TIFIED TO: tee` aa• h oJ~��� / (�s� PETER S. TREIBER ° c0�c MONO s6�cF > ?STORY '34• N /..... 766 �Foj °_ IRENE TREIBER N. 4 .4 N o o FR 234 ....::::.::.. / is °SFS SlON aF q'yF /YOU '2s s M F yq O�F� RpoF ^ C F�FL N �lF , NOTES: 04"N so a 52.0 , 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM SyRq� '�q`C 724 N 7?4 �RqO� ,S o 0"' rya wF ^ /' �7 EXISTING ELEVATIONS ARE SHOWN THUS: 0 ng 64°7 �9� 9 n, �' S / 2 O a X 00 J 733. ,2S ° .STFa d ° . `�/Op a• . QG i MAY A 8 2015 . - - - - -o -I C — - - 3 / d [� Q� ° 4 loz�'ClRi° o d/o �4 ' fp a SUB ECT TO COVENANTS & RESTRICTIONS Um P� ° ° o Sh6-r1ru, w er/, q� " ! FR4 sl0�e <slO%o. °� a P GGS 1 l S Q f $'"5 = �r Cir/O GgRgMF �q44 Rr� gr p/ 4�� a : a e F SUFFOLK COUNTY `%E=AR T MENT OFHEALTH SERVICES ?? TI � ° C i C 1 L.10 (T �' ° .a. ORq/N a d ^^� .a ° .. APPROVAL OF l ;.'X`J , r 7 d epC b d. ; ,77�!�C : EB UllJt.fCS FOR F of a. � � . ,..a. ASIiNGLEL- 'A.MIL.YRESiDENCE ° gspHq<l �J _����r� Date Ulfi'R � `! ORrL�gY SloNe M� v0 ° � ' � U � L� 2�1 i I.S.IRef. No. -Ail Q ? DI /�) )2 o.., a 49 , , . 50.2 The sewac� disposal and v��€c 3uppir facltiGes at this location have been //�� a yn•f t.= Inspected !or cer?in'ed by i"i,- Geparrrenr oL'�� r a encies a ° ,� 9 and found to /�� d 1u 11 be satisf4e?cy FOR A �.9Pv�1i�11_Is,1 ��_ F --�— BrDFZO0i4iu. � -:, »•m - �,,p tee° ",�,.� ;�;`" •war:', , M rvatr _` - -•- _J �� / ° `° TOATHIS OSURVEY IS AATVIOLATION OF ION (p SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SI EMBOSSED SEAL SHALL NOT BE CONSIDERED 1 TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Title Surve ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE wi h TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE 631 r � LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LC THE EXISTENCE OF RIGHTS OF WAY 1586 Mal AND/OR EASEMENTS OF RECORD, IF Jamesport, Nev ANY, NOT SHOWN ARE NOT GUARANTEED. REPARED IN ACCORDANCE WITH THE -MINIMUM TANDARDS FOR TITLE SURVEYS./aSRES_,�TABLISHED Y THE L.I.A.L.S. AND APPROVED •ANEOADOP'fED' OR SUCH USE BY THE NEW YORISTATE-L`AND TLE ASSOCIATION. 1 �',.�1;:Q r 0 1.W 67 /_4 ANDD SU N.Y.S. Lic. No. 50467 REScheck Software Version 4.0.1 Compliance Certificate Project Title: Treiber Residance Report Date: 04/08/08 Data filename: C:1Program FileslChecklREScheckltreiber.rck Energy Code: 2000 IECC Location: Shelter Island, New York Construction Type: Single Family Glazing Area Percentage: 17% Heating Degree Days: 5572 Construction Site: Owner/Agent: Designer/Contractor: Oyster Ponds Lane Robert Brown Orient, NY Fairweather -Brown Design Associates 205 Bay Avenue Greenport, NY 11944 631-477-9752 Compliance: Passes Maximum UA: .e .. Ceiling 1: Flat Ceiling or Scissor Truss: 1783 30.0 0.0 62 Wall 1: Wood Frame, 16" o.c.: 3497 19.0- 0.0 174 Window 1: Wood Frame:Double Pane with Low -E: 467 0.370 173 Door 1: Glass: 130 0.340 44 Floor 1: All -Wood JoistlTruss:Over Unconditioned Space: 1783- 22,0 0.0 75 Boiler 1: Other (Except Gas -Fired Steam): 80 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement. The proposed building design described here is co i�d"g Tans, specifications, and other calculations submitted with the permit application. The proposed building h rlQoj,�r�e�t' a 2000 IECC requirements in REScheck Version 4,0.1 and to comply with the mandatory requirements ed IAtl ecK Cjspe t n Ch klist. IV-�ftsf �, fru-c��� %` 2 -o Name - Title Sign " Date 6341 OF NEVA Treiber Residance Page 1 of 4 Date: 04/08/08 Ceilings: REScheck Software Version 4.0.1 Inspection Checklist (3 Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: ❑ Window 1: Wood Frame:Double Pane with low -E, U -factor: 0.370 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Glass, U -factor: 0.340 Comments: Floors: ❑ Floor 1: All -Wood Joistffruss:Over Unconditioned Space, R-22.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1: Other (Except Gas -Fired Steam): 80 AFUE or higher Make and Model Number: ❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: Cl Installed on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R -values and glazing U -factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to R-5. Ducts outside the building are insulated to R-6.5. Treiber Residance Page 2 of 4 Duct Construction: F1 All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). F1 The HVAC system provides a means for balancing air and water systems, Temperature Controls: ❑ Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: F-1 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: F-1 All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: Cj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Treiber Residance Page 3 of 4 4� Table ?: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Insulation Thickness in Inches by Pipe Sizes Non -Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 1.25" to 2.0" 2.5" to 4" Heating Systems 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes NOTES TO FIELD: (Building Department Use Only) Treiber Residance Page 4 of 4 Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Treiber Residance Page 4 of 4 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 I G 17 ISSUES / REVISIONS APRIL 08, 2008 MAR.3 1 , 2008 X2008 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CLIENT / OWNER PETER * IRENE TREIBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. PROJECT TITLE RENOVATION DRAWING TITLE 51TE PLAN PRIKrf, 6 9 2008 SCALE 155UE APRIL 08, 2008 DRAWING NO. REF. NO. 0616 J G F ff- C 01 2 3 4 5 6 7 8 9 10 I I 12 BATHROOM ELEVATION 5CALE : 112"= P-0" 15t FLOOK BATHROOM I NORTH EAST 51DE SCALE : 1/2"= P -O" A9 BATHROOM ELEVATION SCALE : 112"= P-0" I' rqrll • �■1 CE TU MIC TI 3 AREA I IN MAP -31, 2008 TUB h I 1■■1 r�1 i PM CERAMIC TILE IN TUB jPfA Th THESE PLANS ARE AN INSTRUMENT OF 4r SERVICE AND /ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL • BE PROSECUTED. TUB BATHROOM ELEVATION SCALE : 112"= P-0" BATH ROOM ELEVATION 5CALE : 112"= P-0" 13 14 wo 15 BATH DOOM ELEVATION SCALE : 112"= P-0' OF THIE Ll�L� i L R ANY r E RSOi3, L'•?°I_E:::..i ACTING UNDER THE D�ECTIOfd OF A LICENSED A; ;CHITE.CT, TO ALTER AMY RT_S." ON T,ItC L�iiA!^:I.!G IN WAY. ANY A-THOntIZED ALTERATIO"J "UST BE NOTED, SEALED, AND D=SCRITED II`,! ACCORDANCE V Fi H TEE LAV'!. I G B5UE5 / REVISIONS C411 jok !149 awk 1.. INS M r • q vwk 17 I' rqrll • �■1 CE TU MIC TI 3 AREA I IN MAP -31, 2008 TUB BATH ROOM ELEVATION 5CALE : 112"= P-0" 13 14 wo 15 BATH DOOM ELEVATION SCALE : 112"= P-0' OF THIE Ll�L� i L R ANY r E RSOi3, L'•?°I_E:::..i ACTING UNDER THE D�ECTIOfd OF A LICENSED A; ;CHITE.CT, TO ALTER AMY RT_S." ON T,ItC L�iiA!^:I.!G IN WAY. ANY A-THOntIZED ALTERATIO"J "UST BE NOTED, SEALED, AND D=SCRITED II`,! ACCORDANCE V Fi H TEE LAV'!. I G B5UE5 / REVISIONS C411 jok !149 awk 1.. INS M r • q vwk 17 rel r setM P" r IN • • T 1 1 CLIENT /OWNER t rl■�1 PETER * IRENE M TREIDER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. Netf T In PROJECT TITLE P" T rlRENOVATION Oak PM (/ 1 DRAWING TITLE Aft D r 15t FLOOR BATHROOM ��1■I NORTH EAST SIDE M PLAN � ELEVATIONS PRINT DATE SCALE rimy^2 2GG3 1/2" = 1'-01, 155UE MAP -31, 2008 DRAWING NO. . _ rl�l pop 16 REF. NO. - - f 06 I G K J m G IV E IN [t IN w r rqrll • �■1 MAP -31, 2008 1■■1 r�1 ©2008 PM ALL RIGHTS RESERVED Mwo Th THESE PLANS ARE AN INSTRUMENT OF 4r SERVICE AND /ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL • BE PROSECUTED. rel r setM P" r IN • • T 1 1 CLIENT /OWNER t rl■�1 PETER * IRENE M TREIDER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. Netf T In PROJECT TITLE P" T rlRENOVATION Oak PM (/ 1 DRAWING TITLE Aft D r 15t FLOOR BATHROOM ��1■I NORTH EAST SIDE M PLAN � ELEVATIONS PRINT DATE SCALE rimy^2 2GG3 1/2" = 1'-01, 155UE MAP -31, 2008 DRAWING NO. . _ rl�l pop 16 REF. NO. - - f 06 I G K J m G IV E IN [t IN w I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 6 17 K J h G E AN IN 0 2 3 4 5 6 7 8 9 10 I I 12 POWDER ROOM ELEVATION A SCALE: 1/2"= I'-0" POWDER ROOM ELEVATION B SCALE: 112"= I'-0" CERAMIC TILE FLOOR WAINSCOTE TO 42" W/ 1 /2"xG" VERTICAL SINE PLANKING 2nd FLOOD POWDER ROOM C SCALE: 1/2"= I'-0" jil POWDER DOOM ELEVATION C SCALE: I/2"=1'-0" POWDER ROOM ELEVATION D SCALE: 112"=1'-O" 13 14 IT IS A VIOLATION OF THE LAV7 FOR ANY PERSON, UNLESS ACTINO UNi]ER THE: MiRECTION OF A LICENSED ARCWTECT, TO ALTER ANY ITUA ON THIS DRAWING IN AW WAY. ANYA.: T HOMZED ALT: FATION D^UST BE NOTED, SEALED, A -MD DESCR??ED IN ACCORDANCE WIT HTHE LAW. 15 G • q at P=4 • • • 155UE5 / REV151ON5 MAK.31, 2008 ©too8 ALL RIGHTS RESERVED 17 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL 13E PROSECUTED. CLIENT / OWNER PETER � IRENE TREIBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. Il 03mohiifir:_ RENOVATION DRAWING TITLE 2nd FLOOR POWDER ROOM PLAN t ELEVATIONS PRIM `l ffl 2 20G3 I SCALE 1/2" = 1'-0" 155UE MAR.31, 2008 DRAWING NO. REF. NO. K J If [e' F Fa li C w m Ln O U Z w z J POWDER DOOM ELEVATION C SCALE: I/2"=1'-0" POWDER ROOM ELEVATION D SCALE: 112"=1'-O" 13 14 IT IS A VIOLATION OF THE LAV7 FOR ANY PERSON, UNLESS ACTINO UNi]ER THE: MiRECTION OF A LICENSED ARCWTECT, TO ALTER ANY ITUA ON THIS DRAWING IN AW WAY. ANYA.: T HOMZED ALT: FATION D^UST BE NOTED, SEALED, A -MD DESCR??ED IN ACCORDANCE WIT HTHE LAW. 15 G • q at P=4 • • • 155UE5 / REV151ON5 MAK.31, 2008 ©too8 ALL RIGHTS RESERVED 17 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL 13E PROSECUTED. CLIENT / OWNER PETER � IRENE TREIBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. Il 03mohiifir:_ RENOVATION DRAWING TITLE 2nd FLOOR POWDER ROOM PLAN t ELEVATIONS PRIM `l ffl 2 20G3 I SCALE 1/2" = 1'-0" 155UE MAR.31, 2008 DRAWING NO. REF. NO. K J If [e' F Fa li C w m 2 3 4 5 6 7 8 9 10 I I 12 MASTER BATHROOM ELEVATION A SCALE : 1/2"= 1'-0" 2nd FL M AST O OK ER BATHROOM SCALE : 112"= I -G' IT IS A VIOLATION OF TIIE ©2008 11 H 44 LTJ J I UNLESS ACTING LIND-Eq THE >' r � DIRECTION OFA LICENSED THE ARCHITECT. INFRINGEMENTS WILL ARCHITECT, TO ALTER ANY CERA IC TILE ANYWAY. ANY A.:THORIZED ALTERATION MUST DE --r NOTED, zE /a!_ED, AND I?ESCR['; ED IN ACC07."ANCE TUB :EKAMIC TILE CERAMIC TILE TUB I MASTER BATHROOM ELEVATION A SCALE : 1/2"= 1'-0" 2nd FL M AST O OK ER BATHROOM SCALE : 112"= I -G' MASTER BATHROOM ELEVATION B SCALE: 1/2"= 1'-0" IT IS A VIOLATION OF TIIE ©2008 11 H 44 LTJ J I UNLESS ACTING LIND-Eq THE >' r � DIRECTION OFA LICENSED THE ARCHITECT. INFRINGEMENTS WILL ARCHITECT, TO ALTER ANY CERA IC TILE ANYWAY. ANY A.:THORIZED ALTERATION MUST DE NOTED, zE /a!_ED, AND I?ESCR['; ED IN ACC07."ANCE TUB CERAMIC TILE TUB MASTER BATHROOM ELEVATION B SCALE: 1/2"= 1'-0" MASTER BATHROOM ELEVATION C SCALE: 1/2"= P -O" 13 14 15 1 6 r IT IS A VIOLATION OF TIIE ©2008 11 H 44 LTJ J ALL RIGHTS RE5ERVED UNLESS ACTING LIND-Eq THE >' r � DIRECTION OFA LICENSED THE ARCHITECT. INFRINGEMENTS WILL ARCHITECT, TO ALTER ANY CERA MASTER BATHROOM ELEVATION C SCALE: 1/2"= P -O" 13 14 15 1 6 r MASTER BATHROOM ELEVATION D 5CALE : 112"= 1'-0" IT IS A VIOLATION OF TIIE ©2008 LAW FOR ANY PERSON, ALL RIGHTS RE5ERVED UNLESS ACTING LIND-Eq THE >' r � DIRECTION OFA LICENSED THE ARCHITECT. INFRINGEMENTS WILL ARCHITECT, TO ALTER ANY CERA IC TILE ANYWAY. ANY A.:THORIZED ALTERATION MUST DE NOTED, zE /a!_ED, AND I?ESCR['; ED IN ACC07."ANCE TUB MASTER BATHROOM ELEVATION D 5CALE : 112"= 1'-0" • I� r i r 1■■1 • IE ow �J 155UE5 / REVI51ON5 MAR.31 , 2008 17 r.1 I■■I IT IS A VIOLATION OF TIIE ©2008 LAW FOR ANY PERSON, ALL RIGHTS RE5ERVED UNLESS ACTING LIND-Eq THE >' r � DIRECTION OFA LICENSED THE ARCHITECT. INFRINGEMENTS WILL ARCHITECT, TO ALTER ANY IT;EN! ON T[IIS DriAWINS !N ANYWAY. ANY A.:THORIZED ALTERATION MUST DE NOTED, zE /a!_ED, AND I?ESCR['; ED IN ACC07."ANCE WITH TI -,i- LAW. • I� r i r 1■■1 • IE ow �J 155UE5 / REVI51ON5 MAR.31 , 2008 17 r.1 I■■I r�1 ©2008 PER ALL RIGHTS RE5ERVED go THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. IPER 0-01110 IR .� CLIENT /OWNER t PON I.1 PETER * IRENE M TREIBER RESIDENCE 'a` OYSTER PONDS LA. rr Wd ORIENT, N.Y. w T N1 PROJECT TITLE RENOVATION DRAWING TITLE r rr+ 2nd FLOOR MASTER BATHROOM M PLAN t ELEVATIONS PO PRI1 15 % SCALE PER 155UE ENO MAR.31, 2008 0104 DRAWING NO. rji■� REF. NO. K J If G F E 0 C IN nw 2 3 4 5 6 7 8 9 10 KITCHEN (--�i SCALE : 112"= P-0' 3 SOUTH EAST KITCHEN ELEVATION SCALE: 1/2"= 1'-0" LIVING ROOM BEYOND HALLWAY TREIBER FOOD 000 OYSTER PONDS LA. v/s ORIENT, N.Y. f SOUTH EAST KITCHEN ELEVATION SCALE: 1/2"= 1'-0" NORTH WEST KITCHEN ELEVATION SCALE: 1/2"= 1'-a' 12 13 14 15 SOUTH WEST KITCHEN ELEVATION SCALE: 1/2"=1'-0" IN IS5UE5 / REVISIONS q Aft r woo AftE�1 1 • 4. mm MAR.31, 2008 17 ©2008 ALL RIGHTS RE5ERVED go THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL • BE PROSECUTED. rM M I■■1 a 4v jomk r • • t � r � CLIENT /OWNER w t 1■■I 00 LIVING ROOM BEYOND I■■I TREIBER FOOD OYSTER PONDS LA. v/s ORIENT, N.Y. f NORTH WEST KITCHEN ELEVATION SCALE: 1/2"= 1'-a' 12 13 14 15 SOUTH WEST KITCHEN ELEVATION SCALE: 1/2"=1'-0" IN IS5UE5 / REVISIONS q Aft r woo AftE�1 1 • 4. mm MAR.31, 2008 17 ©2008 ALL RIGHTS RE5ERVED go THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL • BE PROSECUTED. rM M I■■1 a 4v jomk r • • t � r � CLIENT /OWNER w t 1■■I 00 PETER � IRENE I■■I TREIBER RESIDENCE OYSTER PONDS LA. v/s ORIENT, N.Y. f r In PROJECT TITLE r T r^ RENOVATION i DRAWING TITLE r Oak `w P 2nd FLOOR KITCHEN PLAN � ELEVATIONS rP "W4 PRXP,"?ATy 2 2009 5CALE 1/211 1 1-011 155UE MAR.31, 2008 DRAWING NO. iT 13 A 0LATtON OT TNc � LI,lJv FOR AMY PERSON, f`' r T I. (i r ` UN,_ti:SG Ati.Il`!., tl.VDZR THE I RiEC T IM -4 OF A LICE=NSED ArCHIT'=CT, TO ALTER ANY ITF-EM ON THIS DRAWING IN ANY WAY. ANY f..: T NOt=iIZED A'"7EP.ATION'MUST BE 1 P'CJTED, SEALED, AND REF. NO. DESCR!^ED Ul ACCORDANCE "� L'1i3r1 TFIE LAl'!. 0616 -.. � . K J 11 G F No Lp C i I 2 3 4 5 6 7 8 9 10 I I 12 13' 14 15 1 17 155UES / REVISIONS 112" SPACING L ALLOWS LDDOWN /1► lik 3 2 L O 9 RESIDENTIAL GENERAL NOTE5 IN5TALLATION 119" 7�� I�� L I I" L I I" L I I" L I I" L 10" 11 L I I" 11 L I I" L I I" � I I" L I I" L 1. TH15 PROJECT 15 CONSTRUCTION OF A NEW SINGLE SCORNER STUD iv N FAMILY RESIDENCE, CLASSIFIED AS R-3.ENDWALL CONNECTED TO THE HEIGHT OF THI5 BUILDING AS DEFINED BY TRANSFER SHEAR IND THE RESIDENTIAL CODE NEW YORK STATE IS 23-6" o 2. THE FLOOR AREA IS 1,457.27 SQ.FT. FIRST FLOOR. G (2)16d COMMON — AND IS 1,101.9G 5Q.FT. SECOND FLOOR. z NAILS@6"O.C.Lu 0 ; 4. ALL WORK SHALL CON OIRM TO THE REQUIREMENTS OF RESIDENTIAL a I N CODE OF N.Y.S. AND THE AF 4 PA WOOD FRAME CONSTRUCTION O = O MANUAL 1995 513CHIGH WIND EDITION O� v O 5 ASSUMED SOIL BEARING CAPACITY. 1,500 Ib./Sa.Ft. � m 7 m G. CONCRETE TO BE PLAIN, UNREINfOR.CED, 3,000 psi. - 28 DAY TEST. co co O —— - 7. ALL FOOTINGS TO REST ON 12" BELOW VIRGIN, UNDISTURBED SOIL.Nv_ CORNER • 8. DE51GN LOAD CALCULATION ARE BASED ON: I N N LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. J DEAD LOAD: CALCULATED AS PER R.301.3 AS PER RCNYS. I I O LD D OWN144 SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS PER FIG. 8301.2(5) RCNY5. H = 144 SEISMIC DESIGN CATAGORY B. AS NEEDED 112"= V-0" �^ WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. rr LOCATION LIVE DEAD DEFLECT LIMIT �+ N 3'-0" R.O. N 9'-0" R.O. .O. J 15t FI. 40 LB 12 L/360 2nd FI. (SLEEP AREA) 30 LB. 12 L/360 CUIFD3068 CU5FD9068 ATTIC (NON 5TORGE) 20 LB. 10 U360 RIDGE • ROOF 45 LB. GROUND SNOW 15 LB. U360 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. RIDGE TENSION STRAP 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQ'D BY CODE. L 3-8" L 5'-2" L 11. ALL EXPOSED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. Oak L 10" LI 1 1/2" V 1 I/2" L I O" L L 10" L I O" L 10" L I I" L 10" L I O" L 12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES 'I11 11 11 AND STANDARDS. ; f I I � 13. ALL WINDOWS TO BE THERMAL INSULATED LOW -E GLASS, WITH ARGON GAS. N I N 14. THE ARCHITECT ASSUMES NO PE5P0515ILITY FOR THE CONSTRUCTION �� r MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR RIDGE RD ' SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. _ THERE ARE NO WARRANTIES, NOR ANY MERCF'ANTIBILITY OF FITNESS FOR A SPECIFIC U5E EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. OPED SEAT • N I N I 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. JOIST HANGER. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. PER WFCM 55C TABLE 2.4 O I O 16. FRAMING ELEMENTS: WOOD BEAM PROVIDING 6 EA. 8D COMMON NAILS om o< I m A. ALL IF LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- RIDGE IN EACH END OF I -I/4" 20 GAGE STRAPS G 19 LARCH STRUCTURAL GRADE N0.2 OR BETTER. — p FOR 120 MPH FASTEST WIND SPEED. p p B. ENGINEERED LUMBER GIRDERS, HEADERS, JOISTS, ETC. SHALL BE BY �1 MAR.3 I , 2008 N N TRU5-JOIST MacMILLAN, OR APPROVED EQUAL, AS INDICATED ON PLANS, CR055 SECTION END VIEW �■■I AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS L AND RECOMMENDATIONS. = C ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNE55 AS INDICATED. I� D ALL SUB FLOORING TO BE APA RATED STUBD-I-FLOOR, EXPOSURE 1, 02008 3/4" MIN. THICKNESS. ALL RIGHTS RESERVED N 3'-6" R.O. N 5-0" R.O. E ALL HEADERS G' -O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL ~ THESE PLANS ARE AN INSTRUMENT OF BE A MIN. OF 22"x8" OR AS SHOWN ON DRAWING. Nw SERVICE AND ARE THE PROPERTY OF F SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR THE ARCHITECT. INFRINGEMENTS WILL ENTRY DOOR 3668 CUIFD5068 BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0" O.C. MIN.. \ BE PROSECUTED. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOF. C G DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) C o I� OR AS NOTED ON DRAWINGS. H DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR r NOTED ON DRA\MNG5. L 2'-4 3/8" �� 2'-4 3/8" y �y 2'-8 3/8" L � 2'-8 3/8" 1 A L FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED � 'I � r 14" 13 3/8" 14" 13 3/8" k 14" 173/8" 14" 17 3/8" GALVANIZED METAL CONNECTORS BY "SIMPSON' OR APPROVED EQUAL. J NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. r' 1 - 1 ALL 2"x6" STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. \ in cn _ ALL EXTERIOR NAILS SHALL BE GALVANIZED.Ln A^ — — K PLYWOOD SHEATHING TO E -E NAILED 8d NAILS @ 4" O.C. EXTERICREDGES O AND 6d NAILS @ 12" O.C. INTERMEDIATE. O L ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. r iV N a •� N— I — M ALL ROOF RAFTERS SHALL BOmsk ATTACHED TO THE PLATE AND STUD WITH ► n pj p Oco cp O GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMP50N" OR APPROVED ir) � I N EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PROVIDE 8x 8d COMMON NAILS IN EACH END OF I - I /4" x ON m `� N 0 � PERIMETER JOISTS TO GIRDER CONNECTIONS. 20 GAGE STRAP FOR LATERAL /SHEAR CONNECTION �2 2 3/8' R.O. m - O N ALL PRE-ENGINEERED LUMBER SHALL BE TRU5JOI5T5 JOISTS AND LVL J AT RAFTER WALL CONNECTION (TABLE 3.38) WFCM-1995 • — - __ PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING 3 FOR 120 MPH FASTEST WIND SPEED. Pn 2-2 3/8" R.O. `n STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS. WEB (7) CUDH2O14 _ — — J m 2'-6 3/8" R.O. STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL RIM JOISTS SHALL BE REQUIRED AT FLOOR Ln, (2) CUDH2O18 PERIMETERS. HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL CLIENT OWNER / (5) CUDH2420 be 2'-6 3/8" R.O. BE AS PER MANUFACTURES RECOMMENDATIONS. 17. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN W (8) CUDH2426 ACCORDANCE WITH TABLE 1609.1 .4 BLDG. CODE OF NEW YORK STATE. 18. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 19. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI /AF4 PA WCFM-1995. ~ PETER IRENE _TREIBER 1511' D 2'-7" 2'-1 1" L 2'-1 1" L 11 15 II 12 II II II I 12 III FLOOR � " L " L L " L " L " 12 L L " L L J015T r RESIDENCE 1 — ---- - �— ---- 1AV- Lo ----- r OYSTER PONDS LA. N `n f ORIENT, N.Y. oI I I0 LnNit, Lo -14 o l Ln l O co — — N Q - o� PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4" x r� PROJECT TITLE L I m 2'-9" R.O. — 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND -1 - — N — — — — — J in in WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) I■�■I FOR 120 MPH FASTEST WIND SPEED.Nt r/1 (3) CCM3236 I 3 r RENOVATION C 0 co oe �■■� 2'-9Ln " 2'-5" R.O. J n 0-9" R.O. L— J ETI:'�C:T i ��.? ?1 OF . c (8) CCM325G ' I ANY f�':��sSOsd, ~ LICENSED (4) CCM28GO (12) CCM32GO Lii3L3E THE i DRAWING TITLE Clt?�CT )i�! OF A CT, TO ALTER ANYpop FLOOR ET' 1;1 013 '!ES CRr��NE^�O IN �1 2'-7" 21-1111 21-1111 2'-7" ALT , .A' GENERAL NOTES JOIST I `'�Y \NAL ANY f . THORkZED Ilk L L 15" 15" I I" 12" I I" I I" 12" I I" 15" 15" ED INACCORDANCi_ ~ CONNECTIONS DETAIL L L L L L LCL L L L r�cTD, .r�,L ED, AN �, ;E LAW. WINDOW PANELS L o� I - a t N �I co 0 = N n<I N �•. O O X6rT SCALE co 2-9 R.O. c, aR�;; ''� — — — —PER o� — m 2'-5" R.O. p L— J z,iN m 2'-9" R.O. o< �' • < - N - ---- N Ln (4) CAWN3220 L a • • c�' ` �2 � � MAR.3 I , 2008 (6) CAWN2428 (6) CAWN3224 a — — — DRAWING NO. \ - m �` i I� PANEL DE51GN BASED ON 1069. I #8 WOOD5CREWI c o UPLIFT CONNECTIONS S� 16 {a r ROUGH BUILDING CODE OF NEW YORK STATE. N 2'-5" R.O. `. _ _ ` ONO OPENING 7/10 PLYWOOD PANELS — — — — — O L 2-112" #8 WOOD SCREWS PANEL(3)@ I G" O.C. MAX. CCM2848 C 0 N N E C T 1 0 N 5 D E T A I L •� FA N E L 51 Z E5 IF SPAN OF PANEL 15 OVER 6'-0" USE SCREWS @ 12"O.C. rl■� SCALE: I/2"= I'0" REF. NO. 112"= V-0" 0 G I G I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 K I NJ F E C no 0 2 3 4 5 6 7 8 9 10 1 1 12. 13 14 1 b 14, f=1KST FLOOK ELECTRI CAL PLAN SCALE : 114"= 1'0" \ F2 t_AT!01114 O F TYE H.".!Y PEi��;eeS 0,1,3, :cc�� �f C k iN'G Ui•':�::.:7 THE K, Al CF A LCEiI:SED Cx ;i s•I:_CT, TO A1 -TER ANY Tli,S nF hi;`ING IN AMYi..THORIZED r ' E -,—D IN! ACCORDANCE ISSUES / REVISIONS OakONO 17 rl� moo M I■■1 1;r �j • • T 1 � CLIENT /OWNER t I■■I !■I PETER � IRENE I■ I TREIBER ;v RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. f � r In PROJECT TITLE r I■■I s rPER RENOVATION DRAWING TITLE % FIRST FLOOR ELECTRICAL PLAN PRINTR TF� 2 3 SCALE ZQG1/4" = 1'-0' 155UE ; MAR.31, 2008 DRAWING NO. I■■I pop 6 pm, EJ A& row REF. NO. K J h G F E C mo r I� • �■I M,",R.31, 2008 1■■1 r-� 02008 ALL RIGHTS RESERVED rp%/ THE5E PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY Of THE ARCHITECT. INFRINGEMENTS WILL • BE PR05ECUTED. rl� moo M I■■1 1;r �j • • T 1 � CLIENT /OWNER t I■■I !■I PETER � IRENE I■ I TREIBER ;v RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. f � r In PROJECT TITLE r I■■I s rPER RENOVATION DRAWING TITLE % FIRST FLOOR ELECTRICAL PLAN PRINTR TF� 2 3 SCALE ZQG1/4" = 1'-0' 155UE ; MAR.31, 2008 DRAWING NO. I■■I pop 6 pm, EJ A& row REF. NO. K J h G F E C mo 2 3 4 5 6 7 8 9 10 1 ri L S ECO N D ELOOK �1 ELECTRICAL PLAN SCALE : 114"= 1'(Y' E 3 OF T}LL fi. L.J :: D!71ECT1O; t OF A LICENSED ,t,CHITECT, TO AUGER ANY I T :::el ON Tit;S DRAV.ING IN A."lYWAY. ANY A..Tl-?CRIZED ALTERATION MUST BE EOTED, SEALED, AND Ds._SCRI:-IED IN ACCORDANCE E"J'cTH TME LA%^J. 15 I G 17 v J h G F E Lp C IN w 155UE5 / REVISIONS �1 �v i` v pmo M wN • wo wo Aft rl�l • PON Oak 4w CIO MAR.31, 2008 rlml r9pli PMR 02008 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WI_L • BE PRO5ECUTED. rel M PM r • • t r CLIENT /OWNER � t rl■�1 PETER * IRENE M TREIBER `► RESIDENCE r OY5TER PONDS LA. ORIENT, N.Y. over `I PROJECT TITLE ►p" RENOVATION Oak DRAWING TITLE POPC SECOND FLOOR pill" ELECTRICAL PLAN PRINT ATE SCALE pop 155UL irm MAR.31, 2008 1)KAWING NO. pop -3 \. REF. NO. v J h G F E Lp C IN w I 2 3 4 5 6 7 8 9 10 I I 12 W A 0 r� V O MON. rn END. 5 l c OFEN 10 N; "JO 1.01E 0 O O O Old 40 vQ' "I-, G' DEEP 1 E � L 8 DIA "J 4� 5 Vll -7-O Q Ov �4�' 24 BASED ON 5URVEY FROM MON. fEN 031E NATHAN TAFT CORVVI N III END. LAND 5 U RVEYO R CERTI FI ED TO: PETER 5. TREIBER I REN E TREI BER AT ORIENT TOWN OF 5OUTHOLD 5UF1`0LK COUNTY, N.Y. 1000 - 024 - 01 - 01 OCTOBER 23, 2007 2,697 5Q.FT. or 0.291 ac. 'VC4o i9,4", SITE G' DEEP 8' DIA / 1 L PLAN SCALE: I"= 10'-0" v "�\,\ \ �O X13 D /V/ �// 0/ I ,000GACL F 01r - CAP. \ d V/ G' DEEP ���� \ OTE: CON CTOR TO PRO E N W�EPTIC 5Y5Tb"ND WELL A5 APPRQVED BY 5Uf fO� COON DEPARTMEN�OF HEALTH 5ERVICE5 A 0SFD c0� �NDG`�ST w .013 O \ 1.7 , , 0) 4,1 �/ OF �S oc .(J (C)Z7 uo TEST LE 51. `� ANG ITh ko ''I . 13 14 15 16 MON.FND. 0.21E PROPOSED 52.0 Q- Q� �O �"J O �O T 00 CO NOTE: ALL UTILITY LI NES (GA5, ELECTRIC, CABLE) TO BE BURIED FROM STREET 5ERVICE TO HOU5E 155UE5 / REV1510N5 17 dFFlce- )iOLATIONOFTHE ! `,'d i:CR ANY PERSON, �S��aT II Q ROL; ',� pop :,i ACTING UNDER THE ;.LCTIOII OF A LICENSED 1 A I■■I 1.`:�ri�i!TcCT, TO ALTER ANY ON THIS DRAWING IN ANYL"yAY.ANY A.JHORIZED .;L ERATION MUST BE y {0�. NOTED, SEALED, AND N REF. NO. �EBuR:yEDINACCORDANCE WaH THE LAW. 1v J h G F E IN C rp A APP 0 'ED AS NOTED A DAT I B.P. #i. FE ._ -B 1 NOTIF BUILDING DEPAH I MENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: '�'� I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 1� 2. ROUGH - FRAMING & PLUMBING M 3. INSULATION r 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE • REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. �M r CO','PLY WITH ALL CODES OF ~ NEW YORK STATE & TOWN CODES ~ AS REQUIRED AND COND{TIONS OF SOUTHOLD TO'rAJN ZBA • —_ SOUTn00 TO'�A' 4 PLANNING BOARD - SOl THOID TO'rJN TRUSTEES POO N.Y.S. DEC ,� Nw tio POP PLUMBER CERTIFICATION rl ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER • SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. POO Oak MAR.31, 2008 PLUMBING ALL PLUMBING WASTE rPER & WATER LINES NEED TESTING BEFORE COVERING r 08 ALL RIGHHT 5RE5ERVED THESE PLANS ARE AN INSTRUMENT OF �~ � SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE PR05ECUTED. NOT PROCEED WITH DO rl�l FRAMINGUDAT ON LOCAT ON OF FOU BEEN APPROVED. HAS UNDERWRITERS CERTIFICATE M REQUIRED �l CERTIFICATION OF. • NAIL - o NNECTIONS T r REQUIR �, � CLIENT /OWNER RETAIN STORM WATER RUNOFF rl�l PURSUANT TO CHAPTER 236 `j PETER � IRENE OF THE TOWN CODE. �' TREIDER r RESIDENCE OYSTER PONDS LA. ALL CONSTRUCTION SHALL ORIENT, N.Y. MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. PROJECT TITLE OCCUPANCY OR rl RENOVATI DN USE IS UNLAWFUL A V,/!TROUT CERTIFICATE OF C�^UPANCY DRAWINGTITLE I SITE PLAN FLOOD M ZONE4 PER COMPLY WITH CHAPTER "46 FLOOD DAMAGE PREVENTION SOUTHOLD TOWN I N PRINT�fi 'O � SCALE CODE. r� ►x"11(( �, 2008 I " 155UE MAR.31, 2008 DRAWING NO. rl�l )iOLATIONOFTHE ! `,'d i:CR ANY PERSON, �S��aT II Q ROL; ',� pop :,i ACTING UNDER THE ;.LCTIOII OF A LICENSED 1 A I■■I 1.`:�ri�i!TcCT, TO ALTER ANY ON THIS DRAWING IN ANYL"yAY.ANY A.JHORIZED .;L ERATION MUST BE y {0�. NOTED, SEALED, AND N REF. NO. �EBuR:yEDINACCORDANCE WaH THE LAW. 1v J h G F E IN C rp 2 3 4 5 6 7 8 9 10 I I 12 3'-0 1 /8" I I I I I ,, rq- <--A-7- 2'-8" I I I I I I I I I I I I 15'-8" 5' p" Gl A11 15-8" 5 " WINDABOVOE� I I I I WINDOWS -I F-1 - - I - - F171 - 17 - - ABOVE - Ll-JBI L— LIQ E32 -------- -- — — — ------------ ----� I 81TH. FOUNDATION WALLS ON 1'4"W x 8" CONTINUOUS POURED CONC. FOOTING. I I I �--T - 1 51-011 I I I 2'-O"x2'-0"x3'-(Y'D CONC. FOOTING @ MIN. 3'-O' BELOW GRADE ON UNDISTURBED SOIL (TYP) TOP OF CONCRETE SHALL BE FLUSH WITH FINISHED GRADE I F- I �-- N -- — — — — I I I IL F GRADESLAB ON v 4' ABOVE TOPOF l_ FOUNDATION WALL J N Ir II 7 — — — — - 47H. CONCRETE @� L_ REINFORCED -J I WITH W.W.MESH u') F l_ J OVER G MIL. POLY I = cf VAPOR BARRIER (- o NEW SLAB LEVEL WITH ' EXISTING BASEMENT I I nQ L IL -O" I I I G" of G"x8" CONC.PIER 0x8" CONC.PIER I I I 2'-0" 8'-0" 3'-0" g I RI 2'-2" —1 3-42'X 9-r1 2.Od PA LUM PSL- = 4 I o - I 4"th.POURED � I = L— J J �- I CONCRETE SLAB All N �, � I CONTINUOUS POURED SLAB 1 ON GRADE 1 m 2'_6' I 5, II AND FOOTING TO 3'-a' DEEP 11 3-1/2'0 STL.COL. ON UNDISTURBED SOIL ON 2'-G"x2'-G"x P -0"D \ CONC.POOTING 3'-2" 3'-2" 3'-I" 1 � I m�PICAW o — — O HANDRAIL --_ Ln up coL—J _ — o r 10'-5" 5-4" G"X8" PIER 1 41_311 1 I I I I? tD I — c9 WINDOWS — — — 1- — — — 3 ,"X J-%4" 2.0E PARALLAM PSL- - --- _ � I ABOVE � — — — — — — — — — F— � ABOVE I B4 I-- --- --- —I— — — — —-- —F— — m — I — — — — — — ---,-- t -�-- I- 1 co I � I B3 coNc. I I��- ��—,3'-O' �J�l — _ — — —_'_ �7�FOOTING @ MIN. I I LHL��UNDISTURBED SOILIBELOW GRADE ON T- 2' -0"x2' -0"x3' -0"D 1 (TYP) TOP OF CONCRETE I 111 1 SHALL BE FLUSH I I 4 l 9118' 2'-110' 1 9'-8 -2' 4'-1 a 4 101 I WITH FINISHED GRADE G_2 1 G'-211 I 6'-G" 1 6'-G" 1 1'-8 112" I 3'-0 1/8" 7'-0" 12'-4" 4'-9" 7-7" 13'-a' 12'-G" G' -G" I I 1 89' 8 I /8" 1 87H. FOUNDATION WALLS ON I'4"W x 8" CONTINUOUS POURED CONC. FOOTING @3-0" BELOW GRADE ON UNDISTURBED SOIL 13 14 15 SLAB ON GRADE 4" TH. CONCRETE SLAB REINFORCED W/ W.W.MESH AJ \B ffOUNDATION FLAN SCALE : 114" = 1 'O' 1 A I C A F • IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DiRECTIOJ OF A LICENSED r,'. ;CHITECT, TO ALTER ANY 4 .7J', ON THIS DRAWING IN X7 �Y WAY. A%.'Y t.:.THORIZED °.'rJ,R..!!7I0N i JUST BE r-7-! ! -D, AMO I G 17 ISSUES / REVISIONS A c 1 INS pmi1 M v v A^ • 144 q" v • 40 wo popI pmo Am • r MAR.31 , 2008 1■■1 ►�� ©2008 ALL RIGHTS RESERVED `~ THESE PLANS ARE AN INSTRUMENT OF � SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL • BE PROSECUTED. rl�l POP A 4w • r � CLIENT /OWNER s PETER * IRENE I■ I TREIBER `► RESIDENCE OYSTER PONDS IA. ORIENT, N.Y. t 1 PROJECT TITLE RENOVATION DRAWING TITLE pop Oak ��■I FOUNDATION IM 1�1 1 PRINAM FFl 2 2008 SCALE ISSUE MAR.31, 2008 DRAWING NO. r+1 i;POP '�'� rl■~■II REF. NO. K h G F E Irk C IN 2 3 4 5 6 7 8 9 10 I I 12 0 B C �G A7 A4 9'-0" 13'-0" 12'-G" 3'-0 1/8" 7'-0" 2'-8" G' -G" G' -G" 2'-10" 3'-4" 2'-10 G' -G" G' -G" G' -G" 31_01 3'-0" 3'-3" 3'-3" I I I I I I I I I I WOOD STAIK5 IPE TADS AND LANDING ON P URE TREATED STRUCTUREAND Al STRINGdR5 I Ur I I' 4 I I I N I _ I I I I I I I I I I 1105E 2 BIBS �- PROVIDE 1105E BIBS AND FLOOR DRAIN TO GO GAL.DRI'WELL F 23'-C' 13 14 I I ' 22 3" X 8" DRESSED CEDAR BEAM 3" X 8" 55ED CEDA BEAM 3" X 8" DRE55E6 CEDAR BEAM CONC� PATIO I . . ' WITH 15Ll�15TONE DRAIN TO DRYWELL PAVING b I B BBE U EGRESS 16 � EGRESS 19 e � — I - - - I- - - - I I N G' Gil GARAGE y5p, / - - - - d N 20 CDOOR* 5/8" THICK FIRECODE m lBATH I 15 O GYP.BD. WALLS 4 CEILING TILE FLOOR Q - WOOD FLOOR p (cid D w0 aU O WATER RESISTANT O L U 21_311 O GYP.BD. ON WALLS 4" F_ o IT 1'-9" 3-0" Ln BEDROOM I AROUND TUB TO LU N I BE COVERED WITH o I O WAINSCOTING WOOD FLOOR a p BEDROOM 2 cc —I13 I —14 I - P-8" 3'-8" 2'-0" 7'-4" CU " I I I 16 41-101, z'-10" 5'-4" 2 I 12 A5 �15 _. v BLUES ONE N 21 20 ` wo D_sILL- 12 13 �obl� LL N NTE NOR WALLS RFAGE - — — — — — — 19 ' Z� 3 OD 14 O -L51 LL b BATH 2 in 5T PffEWAY17 TILE FLOOR P WATER RE515TA U O WOOD SILL LL AROUND TUB TO N BE COVERED WIT �. 25 BEDROOM 3 Z� G' -G" 2'_0 8. O.. �n OI L-UESTO E CLOSET CLOSET CEPT BATH 00 5 F� I I N CLOSET CLOSET LAB S E _HALL BE W D ANE TNG WOOD -SIL �n W D - - $�� SI Od SIL CONC EI 1 1 2 12" ER C TTA FL R I LE I I NOT) S LL - I - / "TJI 560 @ I "O.C. I , II STOO WI H , E b I _ _-3'� ON� p �8 O I 4 i22 AIN ALL ��— NOTE: ALL EILNGS -I F YER f I TOP ;� ' TQ BE WAI SCbTING OO SI WIL)ILL OOM (P IN D) OOD STAIR DS W OD I f0 �1TC�1 FLbOR SUN - — - o 8 !215_ TO 13E FAIt o WHITE II 4 WO D ILL 9 6" W OD SILL - WOOD FLOOR = 0 14 O °O b BATH 2 in TILE FLOOR G'-4" WATER RE515TA U O GYP.BD. ON WALL AROUND TUB TO N BE COVERED WIT �. BEDROOM 3 Z� �n m 12'-4" 2'-4" W , Q I to w i 0 O U I I I in 18 � I (V m N u C` 0 14 °O b BATH 2 in TILE FLOOR G'-4" WATER RE515TA U O GYP.BD. ON WALL AROUND TUB TO BE COVERED WIT �. WAINSCOTING Z� L/j B ER = _ 0 ur1 Ln 10 I I rLn I I I V 0 ' U I 1 BEDROOM 4 I 18R@G. " I _ 11-91. 3'-0" 2 -3 i� ' � WOOD FLOOR X I N m / - -T - - - � HOSE, 3 I I I O' -O 1 /8" EGRESS rJ I BIBB I I I I I I I I I -- -I -------- �"- -- ------- , I i I 3" X 8" DRE5;ED CEDAR BEAM I 3" X 8" DRE551 D CEDR BEAM I EGRESS I O \8" DRESSED CEDAR BEAM ' 3" X 8" DRESS_ CEDAR BEAM Ili I I I 9' I8 I 2j 10 I 19'-8" I I 15 I I I I I I I I I I I I I I I I I I I I I I I I -�' 151-911 I �_ I 8' �. 3-3 ' '_ " I'_8" I. G' -G" I, 6'-G" r;I, 6' G'-5 7/8" 0 0 FI RSIT FLOOR PLAN SCALE: 114"= 1'0" C% 89'-8 1 0 NOTE: PROVIDE RADIANT HEAT THROUGHOUT FLOOR f J 2'-0" I T 10 A V10LATIOrl OF THE LA'Al FOR ANY PERSON, UINLl`SS ACTING U1 DE9 THE C 'LECTION OF A LICENSED P `IRCl-f IT 'CT, TO ALTER ANY ITEM ON TH!S 11RA1^' NG IN ANY IVAY. ANY A.:.THORIZED ALTERATION MUST BE NOTED, ST=ALED, AND ^°r;SCF',!-ED Ing ACCORDANCE V!iT.H THE LAW. 10, I 15 E I G 17 ISSUES / REVISIONS ,w r� 1 1 1■■1 M r v r • rw • I PER 1 • 64 A* pmo Ook AR.31, 2008 rel r�1 02008 ALL RIGHTS RESERVED PON T ESE PLANS ARE AN INSTRUMENT OF RVICE AND ARE THE PROPERTY OF T 1E ARCHITECT. INFRINGEMENTS WILL •E PROSECUTED. r� A �l • (' � CLIENT/ OWNER L rl�l PETER* IRENE TREIBER RESIDENCE OYSTER POND5 LA. ORIENT, N.Y. L PROJECT TITLE rqrll RENOVATION DRAWING TITLE r POO FI R5T FLOOR M POO 1■■1 1 PRINT DATE SCALE '�■:� APR 0 2 2008 ►/4.. _ ,,-0 ISSUE MAR.31, 2008 DRAWING NO. r� PO A 6� rl�l REF. NO. m- 1C1 h G F E u C NO 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES / REVISIONS v 1 1*41 p=4 q B C D F M A6 6 A7 A4 A7 A8 r • 3'-O 1 /8" 7-0" 50-2" G' -G" 23'-0" v qm 10-0 1/8" 9'-2" 9'-9" 2'-0 L I I ' -G" I 1 '-G" 1*4 V ,} HAND IL b I O • G" 4 Poo o Aft I � - r■r� 33 - i I C� "' I IFIK STAIRS 32 ��� L—�� �� GYP.BD. WALLS = _ PLYWOOD FLOORING O R • I EXPOSED RAFTERS m N I I AND ROOFING ABOVE 39 OakJ� 29 30 31 32 O I MAK.3 1 , 2008 4" — — — — — 15'-1 114" 23'-1 1/4" - 4'-0 - o ®2008 411 _ ALL RIGHTS RESERVED Ln I Ln T� THESE PLANS ARE AN INSTRUMENT OF 28 I �r SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS V/ILL 2 O- - - WOOD FLOOR G'"G m I % • BE PROSECUTED. � A5 I I WOOD PANEL WALLS N BENCH SEAT WAIN5COTE CEILING 'n O ✓ r� - TILE FLOOR P7 AND WALLS G' I 3 5 r o -0" HT N �:p 29 3'-51/2" I m - 33 - - I - - - - - - -I ;m 5/4"x4" IPE DECKING I 26 N I A5 I■■I `� I 123„ 4'-G” 3--2 1/2111 3'-2" 1_7 N I i 24 SEE SECTIONS FOR RAFTER SIZES ABOVE ^1641 IPE HANDRAIL I 3 1 I In pJ Q I WOOD FLOORS NJ�1��-N DN —111-31, �_3.. 4.. _ I I I - •• WOOD PANEL WALLS EXPOSED RAFTERS I o m �Q ire°N — — T AND ROOFING ABOVE INSERT FOR I 51, IR TREADS N CLIENT / OWNER I GAS N BAR-B-QUE -G" 8'-2" 3'-G 112" TO MATCH O W OD FLOOKI I BLUESTONE HEARTH N _ �L FLUSH WITH FINISHED — — — FLOOR 5'-0 I? w 10 114" Nr PETER IRENE — — — WESTCHESTEKGRANITE 9' 7" I 00 TREIBER 7'-0" FIREPLACE FACE -' �— — — 4/7�/ As INSERTOY5TDER PONDS LA. ORIENT, N.Y. 00 r I I I I i I PROJECT TITLE I I I T r^ RENOVATION 3'-0 1 /8" 7'-0" I G-2" 5'- I I " G' -O 13'- I " 12'-G 1/8" 0-5 7/8" I 1 1 '-G" I I '-G" PER 50'-2" G' -G" 23'-0" DRAWING TITLE Pop 2 Aft A6 YAG A7 A4 A7 A C A8 1� SECOND FLOOR B D F M 1 PRINT DATE SCALE '�::i APR 0 2 2008 114" SECOND ELOOK FLAN 155UE SCALE: 1/4"— PC' A3 MAK.31 , 2008 DRAWING NO. _ rqp"l A'v'sOLATiON OF THE FOR ANY PERSON, c � j�� I. E,ti;. � •Pop ACTING UNDER THE U�'V 2 ' � ;t_?FC't IOid OF A LICENSED 1 Q ;�S CHITECT, TO ALTER ANY ON TMIS DRAWING IN .,;Y WAY. ANYA-THORIZED ,' LTER;',TIdN �,1UST 8E ` � G, v' r, d;JT .D, SEALED, AND D=SCR'TEDINACCORDANCE r'�' -f' REF. NO. WITH THE LAW. � OG 16 K J h G F E D C A 2 3 4 5 6 7 8 9 10 I I 12 13 LIM 18" BRICK PIER WITH I " 13LUE5TONE CAP (TYPICAL) SOUTH ELEVATION SCALE : 114"= 1'0" 18" BRICK PIER WITH I " BLUESTONE CAP (TYPICAL) 5TAIR5 18" BRICK PIER WITH 5" ABOVE BOTTOM I " BLUE5TONE CAP OF 51DING (TYPICAL) NORTH ELEVATION SCALE : 1/4"= I'0" IT M A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE EL'TION OF A LICENSED CI -PTE CT, TO ALTER ANY Ml ON THIS DRAB INO IN Y. ANYA..THORIZED ;= L-=7lk'ION I`JIUST RE , ~"; ED, :SEALED, AND ED ITS ACCORDANCE 1:T'. I Tt", E LAW. 15 \'� ISSUES / REVISIONS A �A v �I 1 M v r • .- v P=4 111=1 • m: r 17 i r 1■■1 • AA PON Oak 4w MAR.31 , 2008 PER r-wll (02008 RIGHTS RESERVED �ALL PON THESE PUNS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL • BE PROSECUTED. r� M 1■■1 �A r r , 1 CLIENT /OWNER WD t rIWI4 PMR !■I PETER � IRENE I■� TREIBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. � PROJECT TITLE r1A T rl�l RENOVATION DRAWING TITLE ow oft W ELEVATIONS M 1■■1 1 PRINT DATE SCALE APR 0 2 ME,1 /•�, = 1-0.. I55UE MAK.3 1, 2008 I)PAWING NO. I.1 r 1� rj■i� REF. NO. K J 107 G F E Lp C ro I 2 3 4 5 6 7 8 9 10 I I 12 TREIBER RESIDENCE DOOR SCHEDULE No. LOCATION SIZE TYPE SWING FIRST FLOOR EXTERIOR 7/7/2007 HDW NOTES 1 Entry 3668 Wood/Glass LH entry Simpson or equal 2 Sunroom CUIFD5068 Marvin pair coastal CUIFDT 5016 Transom 3 Breezeway CUIFD3068 Marvin LH coastal outswing FIRST FLOOR INTERIOR 4 Basement Stair 2468 MDF LHR Passage 5 Mudroom 2668 MDF LH Passage 6 Breezeway 2668 Full glass/wood LH 7 Breezeway 2668 Wood LH Passage 8 Dumbwaiter as reqd MDF FIRST FLOOR 9 Bedroom 1 2668 MDF LH Passage 10 Closet 5068 MDF pair Dummy 11 Bedroom 4 2668 MDF LH Passage 12 Closet 4068 MDF pair Dummy 13 Closet 4068 MDF pair Dummy 14 Bathroom 1 2668 MDF RH Privacy 15 Bathroom 2 2668 MDF LH Privacy 16 Linen 1668 MDF RHR Passage 17 Bedroom 2 2668 MDF LH Passage 18 Closet 4068 MDF pair Dummy 19 Bedroom 3 2668 MDF LH Passage 20 Closet 2668 MDF RHR Passage 21 Closet 2668 MDF LHR Passage 22 Sunroom 3068 Full glass/wood LH SECOND FLOOR EXTERIOR 23 Living Room CUSFD9068Marvin Sliding SECOND FLOOR INTERIOR 4 panel 4 panel Passage 3/4 Hr. FireRated Self Closing 4 panel 4 panel 4 panel; ball catches 4 panel 4 panel; ball catches 4 panel; ball catches 4 panel 4 panel 4 panel 4 panel 4 panel; ball catches 4 panel 4 panel 4 panel Passage coastal EAST ELEVATION SCALE: 1/4"= 1'0" I'll A -MV FAC/^I• TREIBER RESIDENCE 13 14 15 WINDOW SCHEDULE 7/7/2007 No. LOCATION SIZE TYPE NOTES BASEMENT B1 Basement CAWN3224 Clad Awning install in masonry foundation wall B2 Basement CAWN3224 Clad Awning install in masonry foundation wall B3 Basement CAWN3224 Clad Awning install in masonry foundation wall B4 Basement CAWN3224 Clad Awning install in masonry foundation wall FIRST FLOOR 1 Stairway (2)CAWN3220 Clad Awning Pre -mulled 2 Bedroom 1 (3)CCM3260Clad Casemaster "3"" stud pockets,2"" checkrail" 3 Bathroom 1 CUDH2O14 Clad Ult. DH 4 Bathroom 1 CUDH2O14 Clad Ult. DH 5 Bedroom 2 (3)CCM3260CIad Casemaster "3"" stud pockets,2"" checkrail" 6 Bedroom 2 (2)CCM2860CIad Casemaster "2"" checkrail" 7 Sunroom CUDH2426 Clad Ult. DH w/CUDHT2412 TRANSOM 8 Sunroom CUDH2426 Clad Ult. DH w/CUDHT2412 TRANSOM 9 Sunroom CUDH2426 Clad Ult. DH w/CUDHT2412 TRANSOM 10 Sunroom CUDH2426 Clad Ult. DH w/CUDHT2412 TRANSOM 11 Sunroom CUDH2426 Clad Ult. DH w/CUDH T 2412 TRANSOM 12 Sunroom CUDH2426 Clad Ult. DH w/CUDHT2412 TRANSOM 13 Sunroom CUDH2426 Clad Ult. DH w/CUDHT2412 TRANSOM 14 Sunroom CUDH2426 Clad Ult. DH w/CUDHT2412 TRANSOM 15 Bedroom 3 (2)CCM2860CIad Casemaster "2"" checkrail" 16 Bedroom 3 (3)CCM3260CIad Casemaster "3"" stud pockets,2"" checkrail" 17 Bathroom 2 CUDH2O14 Clad Ult. DH 18 Bathroom 2 CUDH2O14 Clad Ult. DH 19 Bedroom 4 (3)CCM3260CIad Casemaster "3"" stud pockets,2"" checkrail" 20 Mudroom CUDH2O14 Clad Ult. DH 21 Garage CUDH2420 Clad Ult. DH 22 Garage CUDH2420 Clad Ult. DH 23 Garage CUDH2420 Clad Ult. DH 24 Garage CUDH2420 Clad Ult. DH 25 Breezeway CUDH2420 Clad Ult. DH SECOND FLOOR WE5T ELEVATION 2 - SCALE: SCALE: 1/4"= 1'0" A5 s. V:OILA.TION OF THE °'J1 F0, r ANY PERSON, `S" ACTiNJG UNDER THE OF A LICENSED n r C;19i ;•ECT, TO ALTER ANY IT 21 ON THIS DRAWIN IN ANYWAY. ANYA.::THORIZED ALTERATION MUST BE NOTED, SEALED, AND DESC UCSD IN ACCORDANCE WITH THE LAW. 1 6 �t A 1 IN" 'M 1 PEO M v �r 4" POO • wo 0 Oak ✓4 i r rwl 1■■1 Aft r -W14 Ir■!1 r �u • • r M�■I rwl r I■■I r r s U■■I f rl■�1 t/ Pop OakM r� 1 r r1�1 155L E5 / REVISIONS MAR.31, 2008 02008 ALL RIGHTS RESERVED 17 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CLIENT / OWNER PETER * IRENE TREIBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. PROJECT TITLE RENOVATION DRAWING TITLE ELEVATIONS DOOR * WINDOW SCHEDULE PRINT TE SCALE APR O 2 2003 114" = r -o" 155UE MAR.31 , 2008 DRAWING NO. REF. NO. V J h G F E LP C ' 26 Stairway (2)CAWN3220 Clad Awning Pre -mulled 24 Powder Room 2068 MDF LH Privacy 4 panel STANDING SEAM BRICK CHIMNEY 27 ° ���� ��� Kitchen (3)CCM3256CIad Casemaster 3 stud pockets,2 checkrail" 25 Linen 1630 MDF RHR dummy ball catch METAL ROOF \ I 28 Living Room (3)CCM3256CIad Casemaster "3"" stud pockets,2"" checkrail" 26 Master Suite 2668 MDF LH Privacy 4 panel 29 Living Room (3)CCM3256CIad Casemaster "3"" stud pockets,2"" checkrail" 27 Master Bath 2668 MDF LH Privacy 4 panel co 30 Study CUDH2O14 Clad Ult. DH 28 Closet 2668 MDF LH Passage 4 panel \ 31 Study CUDH2O14 Clad Ult. DH 29 Master Bedroom 2668 MDF LH Privacy 4 panel 32 Master Bedroom (3)CCM3256CIad Casemaster "3"" stud pockets,2"" checkrail" \ 33 Master Bath CUDH2O16 Clad Ult. DH 30 Study 5068 Full glass/wood pair Passage interior french doors I 34 Powder Room CUDH2O16 Clad Ult. DH 31 Dumbwaiter as reqd/I ALIGN DRIP CAP WITH TOP \ 35 Garage (3)CAWN2428 Clad Awning "3"" stud pockets" LAZEK DRIP CAP OF GLAZING 36 Garage CCM2848 Clad Casemaster "2"" checkrail" GARAGE 37 Garage CCM2848 Clad Casemaster "2"" checkrail" CEDAR SHINGLE 51DINGI 38 Garage (3)CAWN2428 Clad Awning "3"" stud pockets" 32 Second Floor CUIFD30168 Marvin LH coastal inswing - I 39 Garage CCM2848 Clad Casemaster "2"" checkrail" 33 Second Floor Bathroom 26168 MDF LH Privacy 4 Panel 34 Garage Door 8080 Designer Doors O/H motorized 01 35 Garage Door 8050 Designer Doors O/H motorized , WE5T ELEVATION 2 - SCALE: SCALE: 1/4"= 1'0" A5 s. V:OILA.TION OF THE °'J1 F0, r ANY PERSON, `S" ACTiNJG UNDER THE OF A LICENSED n r C;19i ;•ECT, TO ALTER ANY IT 21 ON THIS DRAWIN IN ANYWAY. ANYA.::THORIZED ALTERATION MUST BE NOTED, SEALED, AND DESC UCSD IN ACCORDANCE WITH THE LAW. 1 6 �t A 1 IN" 'M 1 PEO M v �r 4" POO • wo 0 Oak ✓4 i r rwl 1■■1 Aft r -W14 Ir■!1 r �u • • r M�■I rwl r I■■I r r s U■■I f rl■�1 t/ Pop OakM r� 1 r r1�1 155L E5 / REVISIONS MAR.31, 2008 02008 ALL RIGHTS RESERVED 17 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. CLIENT / OWNER PETER * IRENE TREIBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. PROJECT TITLE RENOVATION DRAWING TITLE ELEVATIONS DOOR * WINDOW SCHEDULE PRINT TE SCALE APR O 2 2003 114" = r -o" 155UE MAR.31 , 2008 DRAWING NO. REF. NO. V J h G F E LP C 2 3 4 5 6 7 8 9 10 1 1 RIDGE CAP 3"x 12" DRESSED HEM -FIR RIDGE CAP 12 #1 OR BETTER I I _ METAL STANDING SEAM ROOF 3"x 10" DRESSED RAFTER5@24"O.C. 3"x 10" DRESSED RAFTERS@ 24"O.C. 4THER HEM-FIR # 1 OR BETTER HEM-FIR#I ORBETTER MA50TE R27) 2"x 8" RAFTERS@ I G"O.C. _ 1211 Z11 11 X 11 1I 2'xG" STUDS @ I G"O.C. 112" CDX PLY SHEATHING 301b. BLDG. PAPER K-19 KRAFT FACEDIN5UL 12 7-3/4F// // 10" DIA. PERMACAST I COLUMNS BY HB4G TUSCAN STYLE ("I CAL) 2, 2'-O"x2'-0"x3'-0"D CONCONC.� FOOTING @ MIN. 3'-0 BELOW GRADE ON UNDISTURBED SOIL MT) TOP OF CONCRETE SHALL BE FLUSH WITH FINISHED GRADE 5ECT ION SCALE : 1/4"= I'0" AA / 3"X8"@24"O.C. EXPOSED COL -AR TIES DRESSED PINE c� 1 1-7/8" TJI 5GO CEILING JOISTS @ I G"O.C. O U v m (2)2"x 12" DRESSED VALLEY RIDGES HEM -FIR # I OR BETTER BRICK CHIMNEY -� NOTE: ROOF STRUCTURE TO BE EXPOSED TO BELOW 1 1-7/8" TJI 5GO JOISTS @ I G"O.C. xc 2"xG" CCA PLATE ANC RED L R-22 KRAFT FACED �� _r I WITH 18" BOLTS (2 PER SILL BATT INSULATION ` 3412'X 9%4' 2.0E - - ' PARALLAM PSL (2) #5 RE -BARS MIN) OVER ALUMINUM TERMITE BARRIER AND CONTINUOUS SILL SEALER. 47H. CONCRETE BASEMENT &TH. CONCRETE SLAB REINFORCED FOUNDATION WALLS WITH W.W.MESH WATER PROOFED OVER G MIL. POLY WITH "BLACK MAGIC" o 3-I/2"STL.COL. POLYETHALENE OYP). VAPOR BARRIER ON 2'-G"x2'-6"x I' -0"D � CONC.FOOTING (TYPI CAU b 2 8"x P-4" CONCRETE FOOTINGS • "I I WITH (2) #5 CONTINUOUS RE -BARS UYP). 2"RIGID IN5UL. - R-22 BATT IN5UL 12 12 15-1/2 7-1/2 18" SQ.BRICK PIER WITH I" BLUESTONE CAP 9" ABOVE BOTTOM OF 51DING (TYPICAL) O Lu o z 2'-0" SLAB REINFORCED b 2' -0"x2' -0"x3' -0"D CONC. rl�l FOOTING @ MIN. &TH. CONCRETE 3'-O' BELOW GRADE ON 1 UNDISTURBED 501L FOUNDATION WALLS (TYP) TOP OF CONCRETE SHALL BE FLUSH WATER PROOFED WITH FINISHED GRADE O 0 m w m z_ 22' -0"x2' -0"x3' -0"D CONC. FOOTING @ MIN. 3'-0' BELOW GRADE ON UNDISTURBED SOIL (TYP) TOP OF CONCRETE SHALL BE FLUSH WITH FINISHED GRADE 12 13 3"x 12" DRESSED HEM -FIR #I OR BETTER METAL STANDING SEAM ROOF 4" THERMA50TE (R-27) PINE ROOFERS 3"X8"@24"O.C. EXPOSED COLLAR TIES DRESSED PINE 1/2" PLYWOOD 2"x8"(@ I G"O.0 2"x8"RAFTER5 @ 24"O. C. 7 IT F- 1 1-7/8" TJI CEILING JOISTS @ I G"O.C. co I � 2'xG" STUDS @ I G"O.C. 1/2" CDX PLY SHEATHING 301b. BLDG. PAPER R-19 KRAFT FACED IN5UL. 1 1-7/8" TJI JOISTS @ I G"O.C. 12 15 •• F� N •• 2"x0" CCA PLATE ANCHORED L R-22 KRAFT F ED - WITH 18" BOLTS (2 PER SILL BATT INSULAT ON BASEMENT - MIN) OVER ALUMINUM (2) #5 RE -BARS TERMITE BARRIER AND CONTINUOUS SILL SEALER. 47H. CONCRETE SECTION SCALE : 1/4"=1'0" ee 00 8"x I'-4" CONCRETE FOOTINGS � WITH (2) #5 CONTINUOUS RE -BARS (M). 14 2'xG" STUDS @ I G"O.C. 1/2" CDX PLY SHEATHING 301b. BLDG. PAPER R-19 KRAFT FACED IN5UL. s Y I f'. VIOLATION OF THE LAW FOR ANY PERSON, WALE SS ACTING UNDER THE GIRECTIO l OF A LICENSED ARCHITECT, TO ALTER ANY ITG1.9 ON THIS DRAWING IN ANY WAY. ANY A.,THORIZED ALTE=RATION MUST BE NOTED, SEALED, AND DZSCR± iztED IN ACCORDANCE WITH TFIE LAV'!. 15 1 6 17 1 ISSUES / REVISIONS 12 ----15-1/2 -1 (" DIA. PERMACAST COLUMNS BY HB*G TUSCAN STYLE (TYPI CAU 18" 5Q.BRICK PIER WITH I" BLUESTONE CAP 9" ABOVE BOTTOM 3 OF SIDING (TYPICAL) O m w cn _z 2'-O"x2'-0"x3'-0"D CONC. FOOTING @ MIN. 3'-O' BELOW GRADE ON UNDISTURBED 501L (T)P) TOP OF CONCRETE SHALL BE FLUSH WITH FINISHED GRADE SLAB REINFORCED b rl�l WITH W.W.MESH &TH. CONCRETE 1 OVER G MIL. POLY FOUNDATION WALLS • VAPOR BARRIER WATER PROOFED WITH "BLACK MAGIC" onk ow POLYETHALENE (TW). SECTION SCALE : 1/4"=1'0" ee 00 8"x I'-4" CONCRETE FOOTINGS � WITH (2) #5 CONTINUOUS RE -BARS (M). 14 2'xG" STUDS @ I G"O.C. 1/2" CDX PLY SHEATHING 301b. BLDG. PAPER R-19 KRAFT FACED IN5UL. s Y I f'. VIOLATION OF THE LAW FOR ANY PERSON, WALE SS ACTING UNDER THE GIRECTIO l OF A LICENSED ARCHITECT, TO ALTER ANY ITG1.9 ON THIS DRAWING IN ANY WAY. ANY A.,THORIZED ALTE=RATION MUST BE NOTED, SEALED, AND DZSCR± iztED IN ACCORDANCE WITH TFIE LAV'!. 15 1 6 17 1 ISSUES / REVISIONS 12 ----15-1/2 -1 (" DIA. PERMACAST COLUMNS BY HB*G TUSCAN STYLE (TYPI CAU 18" 5Q.BRICK PIER WITH I" BLUESTONE CAP 9" ABOVE BOTTOM 3 OF SIDING (TYPICAL) O m w cn _z 2'-O"x2'-0"x3'-0"D CONC. FOOTING @ MIN. 3'-O' BELOW GRADE ON UNDISTURBED 501L (T)P) TOP OF CONCRETE SHALL BE FLUSH WITH FINISHED GRADE Aft i r rl�l 1 • J, Aft i r rl�l 1 • onk ow MAR.3 1 , 2008 r-wl PON ©2008 ALL RIGHTS RESERVED Ao pmo THESE PLANS ARE AN INSTRUMENT OF Vw SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL • BE PROSECUTED. rl� r lA • • l/ � CLIENT /OWNER OEM W PETER * IRENE TREIBER ;v RESIDENCE Oak %W OYSTER PONDS LA. wd ORIENT, N.Y. f � rpt PROJECT TITLE 4w WN r rll REI OVATION i DRAWING TITLE r Aft SECTIONS M 1■■1 1 PRINT DATE SCALE APR 0 2 Zoog 1/4-1 = 1'-0' 155UE p-MAR.3 1 , 2008 i� 0-0 114 DRAWING NO. Pop I■■1 a rel REF. NO. 'll h G F E rpm t 0 3"x10" DRE55EDRAFTER5@24"O.C. BRICK CHIMNEY TIT 0 RIDGE CAP 11 3"x 12" DRESSED HEM-FIR I BETTER fMETAL STANDING SEAM ROOF / 4" THERMA50TE (R-27) 12 I I 2"x 8" RAFTER5@24"O.C. _ G• 3"X8"@24"O.C. EXPOSED N�M COLLAR TIES DRESSED PINE 3-1/2" CROWN 1/2" PLYWOOD MOLDING 2"x8" (@ I G"O.C. BRICK CHIMNEY 10 II 12 13 14 15 1 6 17 1 —7 155UE5 III RfVI5ION5 RIDGE CAP K J • 114 MOO 1 1 Am I I ;ON 3"x 12" DRESSED HEM -FIR ;09: #I OR BETTER r� METAL STANDING SEAM ROOF 4" THERMASOTE (R-27) • G �1 AR. 1, 2008 1/2" CDX PLY SUB FLOOR 2"x8" @ I G"O.C. ` 2'xG" STUDS r�-@ I G"O.C. 1/2" CDX PLY SHEATHING 301b.PAPEBLDG. POWDER ROOM �BATH SHOWER STALL R-19 KRAFT STAIRWELL ROOM FACED INSUL. 12 12 7-1/21 —12 15-1/2 7-1/21 2 5-1/2 I 1-7/8" TJI CEILING JOISTS @ 16"O.G. r 1 1-7/8" TJI 5GO CEILING JOISTS @ I G"O.C. 11 I V It 2'xG" STUDS III 2'xG" STUDS @ I G"O.C. 11 @ I G"O.C. 1/2" CDX PLY 11 112" CDX PLY SHEATHING 11 SHEATHING 301b. BLDG. U II 301b. BLDG. , 10" DIA. PERMACAST PAPER 10' DIA. PERMACA5T _ _ _ _ _ - -. II I COLUMNS BYHB*G �� �� III PAPER \ I COLUMNS BY HB*G F CED KRAFT TUSCAN STYLE I ��L IIILl ACED INSUL. TUSCAN STYLE (TYPICAL) I (TYPICAL) I III I -� 1 1-7/8" TJI JOISTS @ I I -7/8" TJI JOISTS @ 16"O.C. I G"O.C• 20, 2"xG" CCA PY TE ANCHORED R-22 KRAFT FACED BASEMENT WITH 18" BOL -5 (2 PER SILL BATT INSULATION / 2"xG" CCA PLATE ANCHORED BATT INSULATION BASEMENT J MIN) OVER ALUMINUM (2) #5 RE -BA WITH 18" BOLTS (2 PER SILL CONTINUOUS E TERMITE BAR IER. AND CONTINUOUS MIN) OVER ALUMINUM SILL SEALER. 41TH. CONCRETE TERMITE BARRIER AND CONCRETE 5LA15 REINFORCED SLAB REINFORCED SILL SEALER. SLAB 14 WITH W.W.MESH 81-H. CONCRETE R 7-9/IG" 87H. CONCRETE— WITH W.W.MESH OVE G MIL. POLY FOUNDATION WALLS OVER 6 MIL. POLY FOUNDATION WADS VAP R BARRIER WATER PROOFED \ , VAPOR BARRIER WATER PROOFED WITH "BLACK MAGIC" \ � WITH "BLACK MAGIC POLYETHALENE (TYP). POLYETHALENE (lYP). cp 8"x P-4" CONCRETE FOOTINGS 8"x 1'-4" CONCRETE FOOTINGS — ,�- G—,� WITH (2) #5 CONTINUOUS I I WITH (2) #5 CONTINUOUS SECTIO N RE -BARS (TYP). RE-BAR5 (iYP). DD E C T 1 O NSCALE: 1/4"= 1'0" CC SCALE : 1/4"= 1'0' IT IS A VIOLATION OF THE LAI^J FOry ANY PERSON, UNLESS ACTING UNDER THE CiRI_CTICIFN OF A LICENSED ARCHITECT, TO ALTER ANY ITE -7-11 ON THIS DRAWING IN ANY V J AY. ANY A-THORIZED ALTERATION MUST BE NOTED I SEALED, AND D SCRI``=E=D IN ACCORDANCE \^sii4 TEE LAM. r� wo MR lA oaft NW • • \aw � CLIENT /OWNER t PM PETER * IRENE TREI BER r RESIDENCE '_'OYSTER PONDS LA. Nw ;/1 ORIENT, N.Y. W PROJECT TITLE ►f RENOVATION tip DRAWING TITLE r Oak SECTIONS M I■■1 1 X" PRI(V-', AU 2 2003 I' SCALE 1/4" = -0" � (•�! ff �t UJ 155UE MAR.31, 2008 DRAWING NO. 000 I■■I e REF. NO. F If 0 C no ©2008 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL • BE PROSECUTED. r� wo MR lA oaft NW • • \aw � CLIENT /OWNER t PM PETER * IRENE TREI BER r RESIDENCE '_'OYSTER PONDS LA. Nw ;/1 ORIENT, N.Y. W PROJECT TITLE ►f RENOVATION tip DRAWING TITLE r Oak SECTIONS M I■■1 1 X" PRI(V-', AU 2 2003 I' SCALE 1/4" = -0" � (•�! ff �t UJ 155UE MAR.31, 2008 DRAWING NO. 000 I■■I e REF. NO. F If 0 C no 2 3 4 5 6 7 8 9 10 I I 12 TREIBER RESIDENCE FINISHES Feb. 24, 2008 ROOM FLOOR WALLS CEILING CROWN NOTES FIRST FLOOR Sunroom 18" sq. bluestone wainscotting wainscotting POO 3/4" x E" vertical • Bedroom 1 8" w. heart pine Wainscote to 42" w/ wainscotting tanking Wainscoting at 8'-0" 4w Powder room ceramic the 3/4" x 8" vertical Bedroom 2 8" w. heart pine wainscotting I■�1 1 planking • 3/4" x 8" vertical Bedroom 3 8" w. heart pine chairrail do 1/2" X 6" wainscotting 4w Master Bath (mixed) by planking MAR.3 1 , 2008 1 coverall stone 3/4" x 8" vertical a.ff. Bedroom 4 E" w. heart pine tub/shower wainscotting TP% THESE PLANS ARE AN INSTRUMENT OF tanking Wainscoting at V-0" SERVICE AND ARE THE PROPERTY OF Master bedroom 8" w. heart pine Wainscote to 80" w/ a.f.f. BE PROSECUTED. PER Seaside pebble the chairrail & 1/2" X 4" Wainscoting at E'-0" Bathroom 1 (mixed) by horizontal planking wainscotting coverall stone except ceamic the in a.ff. tub/shower Wainscote to 80" w/ Seaside pebble tile chairrail do 1/2" X 4" Bathroom 2 (mixed) by horizontal planking wainscotting coverall stone except cean* the in tub/shower Wainscote to 36" w/ chairrail do 1/2" X 4" Mudroom/laundry 12" sq. terra cotta horizontal planking wainscotting the except ceamic tile in tub/shower Wainscote to 36" w/ chairrail & 1/2" X 4" Foyer 12" sq. terra cotta horizontal planking wainscotting PERM the except ceamic tile in tub/shower Wainscote to 36" w/ chairrail do 1/2" X 4" �A Main Hall 12" sq. terra cotta horizontal pine wainscotting tile planking except ceamic tele in tub/shower 4V A=k Wainscote to 36" w/ chairrail & 1/2" X 4" Breezeway 12" sq. terra cotta horizontal pine wainscotting ` the planking except ceamic tile in tub/shower SECOND FLOOR Great room 8" w. heartine p 1/2" x 6" vertical exposed ine roofers p p POO ine boards • Wainscote to 42" w/ Wainscoting at 8'-0" 4w Powder room ceramic the chairrail & 1/2" X 6" Pop a.f.f. I■�1 1 vertical pine planking • Wainscote to 80" w/ Seaside pebble tile chairrail do 1/2" X 6" Wainscoting at 8'-0" 4w Master Bath (mixed) by vertical planking MAR.3 1 , 2008 1 coverall stone except ceamic tile in a.ff. ©2008 ALL RIGHTS RESERVED tub/shower TP% THESE PLANS ARE AN INSTRUMENT OF 1/2" x 6" vertical Wainscoting at V-0" SERVICE AND ARE THE PROPERTY OF Master bedroom 8" w. heart pine ine boards a.f.f. BE PROSECUTED. PER 1/2" x 6" vertical Wainscoting at E'-0" Office 8" w. heart pine ine boards a.ff. SECTION SCALE: 114"= 1'0"O FF AA AI CTA AI -IAII GC n., n— RIDGE CAP 13 14 15 3"x 1 2" DRESSED HEM -FIR #I OR BETTER METAL STANDING SEAM ROOF 4" THERMASOTE (R-27) \X8 R9� 12 rr 1*10 I` 1 M 12 —1II • 3"x 10" DRESSED \�—RAFTERS@ 24"O.C. v HEM -FIR # I OR BETTER 2'x4" STUDS @ 16"O.C. 112" CDX PLY SHEATHING 301b. BLDG. PAPER R-1 9 KRAFT FACED INSUL. SECTION EE SCALE: 114"r= I'0" WITH (2) #5 CONTINUOUS RE -BARS (TYP). IT IS A VIOLATION OF THE LA'M FOR ANY PERSON, UNLESS ACTING UNDE.9 THE DIRECTION OF A LICENSED A;CHITECT, TO ALTER ANY 1. LI'/1 ON THIS DRAWING IN /•,,"IY V, AY. ANY A.,THORIZED ALTERATION &&,UST BE P�'J"s'E7, SEALED, AND DESCR'-'ED I11 ACCORDANCE WiTt1 iTFIE LAW. ISSUES / REVISIONS 17 K J h G F E C C In UA Nd 9Z'99*9 8011Itr- L 3J'/d 1N3Wnooa �3A]3 NMO(]31OW3�1 -,F- v POO • 4w Pop I■�1 1 • 4w MAR.3 1 , 2008 1 ©2008 ALL RIGHTS RESERVED TP% THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. PER PERM �A 4V A=k v \� CLIENT /OWNER � t PETER � IRENE M� TPIE IBER `, RESIDENCE Am 4W OYSTER PONDS LA. W.Nd ORIENT, N.Y. 1 � Th PROJECT TITLE 4W i• RENOVATION 1■■I 1 i DRAWING TITLE pop Aft `r SECTIONS M 1 PRINT SCALE 1�rDATE APR 0 2 2003 1/4" = I' -CP' ISSUE MAR.31 , 2008 DRAWING NO. L L'Fi�( -� Poo 1 ,._ \� rw REF. NO. ' ✓� K J h G F E C C In UA Nd 9Z'99*9 8011Itr- L 3J'/d 1N3Wnooa �3A]3 NMO(]31OW3�1 -,F- 2 3 4 5 6 7 8 9 10 I I 12 BATHROOM ELEVATION SCALE : 112"= 1'-0" WALLS: WAINSCOTE TO 80" W/CHAIRRAIL 4 112"x4" HORIZONTAL PLANKING EXCEPT CERAMIC TILE IN TUB AREA FLOOR: r SEASIDE PEBBLE TILE(MIXED) L BY COVERALL STONE 15t fLOOK BATHROOM I NORTH EAST SIDE SCALE : 1/2"=1'-0" A✓ LIQ oo i � A, CE TU MIC TI 3 AREA IN BATHROOM ELEVATION SCALE : 112"= 1'-0" WALLS: WAINSCOTE TO 80" W/CHAIRRAIL 4 112"x4" HORIZONTAL PLANKING EXCEPT CERAMIC TILE IN TUB AREA FLOOR: r SEASIDE PEBBLE TILE(MIXED) L BY COVERALL STONE 15t fLOOK BATHROOM I NORTH EAST SIDE SCALE : 1/2"=1'-0" A✓ BATHROOM ELEVATION SCALE: 112"=V-011 CE TU MIC TI 3 AREA IN /V TUB I CERAMIC TILE IN TUB PEA I TUB all BATHROOM ELEVATION SCALE: 112"=V-011 BATHROOM ELEVATION SCALE : 1/2"= P-0" 13 14 15 1 6 BATH ROOM ELEVATION SCALE: 112"= I'-0" MS A VIOLATi N OF THE LAI FOR ANY PERSON, U'l,J-ESS ACTING UN!DS_R THE n;P.FCTIC1iV OF A LICENSED , .!',CH!TECT, TO A! -TEF,, ANY IT, L -M ON THIS DRAV1ING IN !'.^�`.'i'JAI:A.NY�•.•TNOt�iZED . At T-RAiiO^I f!JST E VOTED, S _AI_ED, AND 0 , SC'R!7'ED IM ACCORDANCE THE L AMI. B5UE5 / REVISIONS A A 1 1 1=1 M Cow, • q awk FMI P=4 17 r rl� l MAR.3 1, 2008 M 02008 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL • BE PROSECUTED. r� Ism M 1■■1 r • • r \ � CLIENT /OWNER w 1 r� !�I PETER * IRENE 1 TREIBER r RESIDENCE ook OYSTER PONDS LA. 4w wd ORIENT, N.Y. w pet r P%� PROJECT TITLE mw r; RENOVATION 1M 1 DRAWING TITLE r I st FLOOR BATHROOM ��■I NORTH EAST SIDE M PLAN * ELEVATIONS 1 I� PRIN,T,I,QA� 2 2003 SCALE I/2" ISSUE MAR.31 , 2008 DRAWING NO. r� tio POP 0 P00 1Q rji■j REF. NO. W • O K J H G F to- Lp C IN CE TU MIC TI 3 AREA IN TUB BATHROOM ELEVATION SCALE : 1/2"= P-0" 13 14 15 1 6 BATH ROOM ELEVATION SCALE: 112"= I'-0" MS A VIOLATi N OF THE LAI FOR ANY PERSON, U'l,J-ESS ACTING UN!DS_R THE n;P.FCTIC1iV OF A LICENSED , .!',CH!TECT, TO A! -TEF,, ANY IT, L -M ON THIS DRAV1ING IN !'.^�`.'i'JAI:A.NY�•.•TNOt�iZED . At T-RAiiO^I f!JST E VOTED, S _AI_ED, AND 0 , SC'R!7'ED IM ACCORDANCE THE L AMI. B5UE5 / REVISIONS A A 1 1 1=1 M Cow, • q awk FMI P=4 17 r rl� l MAR.3 1, 2008 M 02008 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL • BE PROSECUTED. r� Ism M 1■■1 r • • r \ � CLIENT /OWNER w 1 r� !�I PETER * IRENE 1 TREIBER r RESIDENCE ook OYSTER PONDS LA. 4w wd ORIENT, N.Y. w pet r P%� PROJECT TITLE mw r; RENOVATION 1M 1 DRAWING TITLE r I st FLOOR BATHROOM ��■I NORTH EAST SIDE M PLAN * ELEVATIONS 1 I� PRIN,T,I,QA� 2 2003 SCALE I/2" ISSUE MAR.31 , 2008 DRAWING NO. r� tio POP 0 P00 1Q rji■j REF. NO. W • O K J H G F to- Lp C IN 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 I G ISSUES / REVISIONS 17 • A (B ) D 4w WALIS: WAINSCOTS TO 80" W/CIIAIRRAIL I 4 1/2"x4" HORIZONTAL PLANKING EXCEPT CERAMIC TILE IN TUB AREA OF— FLOOR: SEASIDE PEBBLE TILE(MIXED) • BY COVERALL STONE Elm MAR.31, 2008 15t FLOOK BATHROOM 2 ©2008 � ALL RIGHTS RESE y- ED SCALE: 112"= I'-0" I 0 wo r ok THESE PLAN5 ARE AN INSTRUMENT OF SOUTH WEST SIDE SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. low I. -- op M 1■■1 r CM z2s Z -2s A T- CLIENT /OWNER CERAMIC FILE IN TUB AREAi CERA IC TILE N rl�l TUB JRfA PETER * IRENE j I■ I TREIBER J�-Jt u Lur RESIDENCE Oak OYSTER PONDS LA. ' � ORIENT, N.Y. Md 0 TUB TUB PROJECT TITLE r� RENOVATION BATHROOM ELEVATION BATHROOM ELEVATION BATHROOM ELEVATION BATH BOOM ELEVATION A B C D 5CALE : 1 /2"= P-0" 5CALE : 1 /2"= I'-0" SCALE : I /2"= I'-0" SCALE : I/2"= I' -O 1 i DRAWING TITLE r r 15t FLOOR BATHROOM ��■I SOUTH WEST SIDE M PIAN � ELEVATIONS ow PRIT VT 5CALE r� V b 2 2003 ►re" I55UE iMi MAR.31, 2008 DRAWING NO. P1,110LATIO'"i Or TILE R ANY F El -1 X11=0 f ,<_• L1'; •• � UN' -'ESS ACTN IG U"MER THE c •//' ; i1 L, r .`711GCTi0N OF A LICENSED<,, •,� \'- � r ►gr ; SOT, TO ALTER ANY ..1 CIN THIS 1DRAWING IN ANY 1,.:T'FiORIZED ATION MUST BE SEALED, AND IN ACCORDANCE l ! 3't i TX '� LAV1. REF. NO. 0616 K J li 10 ff E u C IN u 2 3 4 5 6 7 8 9 10 I I 12 POWDER DOOM ELEVATION A SCALE: 1/2"= I'-0" POWDER BOOM ELEVATION B SCALE: 1/2"= P-0" aD o� CERAMIC TILE FLOOR WAIN5COTE TO 42" W/ 1 /2"x6" VERTICAL INE PLANKING 0 2nd FLOOR POWDER DOOM SCALE: 1/2"=1'-0" I Ln r-� ©t008 ALL RIGHT5 RE5ERVED THESE PLAN5 ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE PROSECUTED. M MH POWDER DOOM ELEVATION A SCALE: 1/2"= I'-0" POWDER BOOM ELEVATION B SCALE: 1/2"= P-0" aD o� CERAMIC TILE FLOOR WAIN5COTE TO 42" W/ 1 /2"x6" VERTICAL INE PLANKING 0 2nd FLOOR POWDER DOOM SCALE: 1/2"=1'-0" I POWDER BOOM ELEVATION C 5CALE : 112"= V-0' POWDER BOOM ELEVATION D SCALE: 112"= I ' -O'' 13 14 WE "ll" ;•! OF A L1Cci' SED A LI VI-17,OT TO Al TE;, ANY v6A\AJ"lNG IN "AUGT BE S.7!AI-FD, A":4D ^Cn;EZD Iii Ai CORDAMCE 15 C q v r PER • 155UE5 / REV1510N5 MAR -31, 2008 17 Ln r-� ©t008 ALL RIGHT5 RE5ERVED THESE PLAN5 ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE PROSECUTED. OJ U---- --- z w z CLIENT /OWNER w t J PETER * IRENE TREIBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. POWDER BOOM ELEVATION C 5CALE : 112"= V-0' POWDER BOOM ELEVATION D SCALE: 112"= I ' -O'' 13 14 WE "ll" ;•! OF A L1Cci' SED A LI VI-17,OT TO Al TE;, ANY v6A\AJ"lNG IN "AUGT BE S.7!AI-FD, A":4D ^Cn;EZD Iii Ai CORDAMCE 15 C q v r PER • 155UE5 / REV1510N5 MAR -31, 2008 17 r� r 1� 0 M PER lA odwr r-� ©t008 ALL RIGHT5 RE5ERVED THESE PLAN5 ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE PROSECUTED. r� r 1� 0 M PER lA odwr DRAWING TITLE r Oak r 2nd FLOOR POWDER ROOM PER PLAN * ELEVATIONS I 010 PON PRINXJ,Z � 2 20G3 SCALE - II PON11l I/2' - I-0 155UE MAR.31, 2008 DRAWING NO. r1■i1 1 rel REF. NO. 0616 K J h G F E Lp Lo rd "wo .� CLIENT /OWNER w t PETER * IRENE TREIBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. T (1� PROJECT TITLE T .: RENOVATION DRAWING TITLE r Oak r 2nd FLOOR POWDER ROOM PER PLAN * ELEVATIONS I 010 PON PRINXJ,Z � 2 20G3 SCALE - II PON11l I/2' - I-0 155UE MAR.31, 2008 DRAWING NO. r1■i1 1 rel REF. NO. 0616 K J h G F E Lp Lo rd "wo 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 K t h G F E C no 0 2 3 4 5 6 7 8 9 10 I I 12 KITCHEN SCALE : 1/2"= 1'-0" , 3 SOUTH EAST KITCHEN ELEVATION SCALE : 1/2"= 1 '-0" LIVING ROOM BEYOND HALLWAY o Doo SOUTH EAST KITCHEN ELEVATION SCALE : 1/2"= 1 '-0" NORTH WEST KITCHEN ELEVATION SCALE: 1/2"= P-0" 13 14 15 5OUTH WEST KITCHEN ELEVATION SCALE : 1/2"= I'-0" „1,/ A.ViOL^A�TMNOFTHE A'4Y FWP ht1V i �i JON, . UNLESS ACTING UNDER TETE DIRECTION OF A LICENSED A-:CMTECT, TO ALTER ANY ITLIJ ON THIS DRANUING IN ANY VIIAY. ANY A.. -k HORIZED A,_TERATION !`.BUST BE NOTED, SEALED, AND DESCWTED IN ACCORDANCE WITH THE LAW. I G N bA v I■■I M r • q= v w~ • 155UE5 / REVISIONS MAR.31, 2008 ©2008 ALL RIGHTS RESERVED 17 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. T 1 � LIVING ROOM BEYOND NORTH WEST KITCHEN ELEVATION SCALE: 1/2"= P-0" 13 14 15 5OUTH WEST KITCHEN ELEVATION SCALE : 1/2"= I'-0" „1,/ A.ViOL^A�TMNOFTHE A'4Y FWP ht1V i �i JON, . UNLESS ACTING UNDER TETE DIRECTION OF A LICENSED A-:CMTECT, TO ALTER ANY ITLIJ ON THIS DRANUING IN ANY VIIAY. ANY A.. -k HORIZED A,_TERATION !`.BUST BE NOTED, SEALED, AND DESCWTED IN ACCORDANCE WITH THE LAW. I G N bA v I■■I M r • q= v w~ • 155UE5 / REVISIONS MAR.31, 2008 ©2008 ALL RIGHTS RESERVED 17 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. T 1 � M PLAN * ELEVATIONS WPRINT r� 2 20G3 SCALE 155UE MAR.3 1 , 2008 pet DRAWING NO. Pop PO 1 Q r�M REF. NO. 06IG K J If G F E Ep C t CLIENT /OWNER t I■■I �■I PETER* IRENE TREIDER RESIDENCE r OYSTER PONDS LA. ORIENT, N.Y. TI• PROJECT TITLE r r^ RENOVATION DRAWING TITLE r Aft r■�+ 2nd FLOOR PON KITCHEN M PLAN * ELEVATIONS WPRINT r� 2 20G3 SCALE 155UE MAR.3 1 , 2008 pet DRAWING NO. Pop PO 1 Q r�M REF. NO. 06IG K J If G F E Ep C t I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 17 ISSUES / REV1510N5 I/2" SPACING ^� k 11 y 3-2 9'-2" 2 NTw5TOLDD�RE5IDENTIAL GENERAL NOTES ALLOWS 9" 9' l0" g' t o I I y I I y I I � I I � 1 I � I . TH15 PROJECT IS CONSTRUCTION OF A NEW SINGLE iv N FAMILY RESIDENCE, CLASSIFIED AS K-3. ENDWALL CONNECT D TO v - I THE HEIGHT OF THIS BUILDING AS DEFINED BY TRANSFER SHEAR THE RESIDENTIAL CODE NEW YORK STATE IS 23'-G" o 2. THE FLOOR AREA IS 1,457.27 SQ.FT. FIRST FLOOR. � (2 )1 Cd COMMON AND IS 1 ,101 .9G 5Q.FT. SECOND FLOOR. NAILS@G"O.C. 1=44 21 3. THE TYPE OF CONSTRUCTION IS TYPE V (B).,� 1 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF RESIDENTIAL tioly pil iu N I CODE OF N.Y.S. AND THE AF * PA WOOD FRAME CONSTRUCTION MANUAL 1995 513CHIGH WIND EDITION O 5. ASSUMED SOIL BEARING CAPACITY. 1,500 Ib./Sct.Ft. m - m G. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 Psi. - 28 DAY TEST. , -_ 7. ALL FOOTINGS TO REST ON 12" BELOW VIRGIN, UNDISTURBED SOIL. • 8. DESIGN LOAD CALCULATION ARE 5A5ED ON: CORNER N N LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. J DEAD LOAD: CALCULATED AS PER R301.3 AS PER RCNY5. V SNOW LOAD: 45 PSI GROUND SNOW LOAD (AS PER FIG. 8301.2(5) RCNY5. H O LD D OWN �I SEISMIC DESIGN CATAGORY B. AS NEEDED 112 I'-0" WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. rr LOCATION LIVE DEAD DEFLECT LIMIT N 3'-0" R.O. N 9'-0" R.O. pill 15t FI. 40 LB 12 L/3GO -- - - - J - 2nd FI. (SLEEP AREA) 30 LB. 12 U3GO CUIFD3OG8 CU5FD90G8 ATTIC (NON STORGE) 20 LB. 10 U3GO RIDGE • ROOF 45 LB. GROUND SNOW 15 LB. U3GO 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. RIDGE TENSION STRAP 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQ'D BY CODE. 1 3'-8" y y 5'-2" �� 11. ALL EXPOSED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. ,= y 10" 1 1/2" L 1 1/2" y 10"-y y I a' y 10" y 10" y I 1 " y 10" y 10" y 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH PREVAILING CODES AND STANDARDS. 1 13. ALL WINDOWS TO BE THERMAL INSULATED LOW -E GLASS, WITH ARGON GAS. i N N 14. THE ARCHITECT ASSUMES NO RESPOSIBILITY FOR THE CONSTRUCTION • •pop . MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR RIDGE RD SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. OPED SEAT • iv N 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. J015T HANGER. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. PER WFCM SBC TABLE 2.4 p O I G. FRAMING ELEMENTS: WOOD BEAM PROVIDING G EA. 8D COMMON NAILS ` p p A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- RIDGE IN EACH END OF 1- 1/4" 20 GAGE STRAPS G m �o m LARCH STRUCTURAL GRADE NO.2 OR BETTER. �► FOR 120 MPH FASTEST WIND SPEED. p I' B. ENGINEERED LUMBER GIRDERS, HEADERS, JOISTS, ETC. SHALL BE BY oft MAR.3 1 , 2008 TRU5-JOIST MacMILLAN, OR APPROVED EQUAL, AS INDICATED ON PLANS, CROSS SECTION END VIEW �`■■I N N AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS • AND RECOMMENDATIONS. = C ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNESS AS INDICATED. D ALL SUB FLOORING TO BE APA RATED 5TURD- I -FLOOR, EXPOSURE 1, 02008 3/4" MIN. THICKNESS. PER ALL RIGHTS RESERVED E ALL HEADERS G-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE N 3'-G" R.O. N 5'-0" R.O. THESE PLANS ARE AN INSTRUMENT OF - UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL -- - - - - - - - - - - - - -- BE A MIN. OF 2'2"x8" OR AS SHOWN ON DRAWING. N ~ SERVICE AND ARE THE PROPERTY OF F SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR THE ARCHITECT. INFRINGEMENTS WILL ENTRY DOOR 3GG8 CUIFD50G8 BEAMS AS PER N.Y.S. CODE OR AS NOTED @6-0" O.C. MIN.. \ • BE PROSECUTED. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOF. ° G DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) ° ►^ OR AS NOTED ON DRAWINGS. H DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITION"_ OR r 2'-4 3/8" 2'-4 3/8" y 2'-8 3/8" y y 2'-8 3/8" y AS NOTED ON DRAWINGS. 11 I ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED 14" 13 3/8" 14" 13 3/8" 14" 17 3/8" 14" 17 3/8" GALVANIZED METAL CONNECTORS BY "51MP50N" OR APPROVED EQUAL. J NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. J. ALL 2"xG" STUDS SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE. \ .ALL EXTERIOR NAILS SHALL BE GALVANIZED.co Ln co ^� - - -Ln K PLYWOOD SHEATHING TO 1=E NAILED 8d NAILS @ 4" O.C. EXTERIOR EDGES O AND Gd NAILS @ 12" O.C. INTERMEDIATE. A o�CLI p L ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. lA4 r a c co_ = N 0 M ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITHiZ: O o i N co - - EQUALGALVA. FOP, TIMBEIZED R PNLE OUNDE TYPE OTIONSOPROV DER5 BY IHURRICAOE CLIPR V SATPROVIDE 8x 8d COMMON NAILS IN EACH END OF I -I/4" x �� m I cn � i� p [zz 1 �p 20 GAGE STRAP FOR LATERAL / SHEAR CONNECTION - 2-2 3/8 R.O.co c� PERIMETER JOISTS TO GIRDER CONNECTIONS. N ALL PRE-ENGINEERED LUMBER SHALL BE TRU5J015T5 JOISTS AND LVL AT RAFTER WALL CONNECTION (TABLE 3.38) WFCM-1995 • PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING Q FOR 120 MPH FASTEST WIND SPEED. 0 `n 2'-2 3/8 R.O. `n STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS. WEB p � 1 (7) CUDH2O14 - - - J cn 2'-G 3/8" R.O. I STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A D J MINIMUM. A SINGLE 1-3/4" LVL RIM JOISTS SHALL BE REQUIRED AT FLOOR CLIENT /OWNER (2) CUDH2O18 PERIMETERS. HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL (5) CUDH2420 2'-G 3/8" R.O. BE AS PER MANUFACTURES RECOMMENDATIONS.Ln ~ 17. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND 1 DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN s (8) CUDH242G ACCORDANCE WITH TABLE 1609.1 .4 BLDG. CODE OF NEW YORK STATE. PER 18.18. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 19. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51 /AF /4 PA WCFM-1995. ~ PETER IRENE y 21-711 2'- 1 1" , 2'- 1 1" 2'- 1 1" FLOOR � TREIBER 15" 1511 12, 12 1 1" 12 lI J1 .I JOIST `r RESIDENCE - - - - - - 1 r OYSTER PONDS LA. N Ln f ORIENT, N.Y. I I Ln o f �n o in _ 0 ih - _ I r - a2 1 cp N coI °� co PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4" x `n L m 2'-9" R.O. ' Ln 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND / PROJECT TITLE u')_ WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) FOR 120 MPH FASTEST WIND SPEED. (3) CCM323G = I o r1�1 RENOVATIONco C co izz ,..► 2'-911 Ln 2'-5" R.O. -R.O.Lo - J 2'-9" R.O. I- - - - - , (8) CCM325G (4) CCM28GO ( 12) CCM32G0 FTiiE DRAWING TITLE IT IS A Vi0 RTtOM r FLOOR LAW FOR A ?Y PERSON, _ UNLESS AC ING UNIDER TEE GENERAL NOTES 2'-7" 2'-1 1 " y 2'-1 1 " 2'-7" ARCHITECT TO ALTER ANY y y J015T DIRECTION DF A LICENSED Ilk Ilk TEPA! ON TI .S DrAIti,IN:a IN CONNECTIONS DETAIL y 15" y 15" y 1 1" y 12" y 1 1" y y 1 1" y 12" y I 1" y y 15" y 15" y "d �VAY. /, �Y A..THORIZED I .. WINDOW PANELS ALTERATI� N 1-viUST EE 1 - - - O O - - -- --O - - '.: ' CSCP;E QED IN ACCORDANCE B N `� N N WITH NE LAW � FRIT�T�j n SCALE Ln i �; rte, rt �/ 2 2003 I/4" `n m 2'-9" R.O. I I O N m 2'-5" R.Q. -.. ` ...` ? 155UE cli Al -J - - -cc in - . /,, %:,,• MAR.31 , 2008 (A) CAWN3220 - - - - - `n (G) CAWN3224 N r (G) CAWN2428 \ DRAWING NO. PANEL DESIGN BASED ON 1069.1 • d ° UPLIFT CONNECTIONS `'' � 8 WOOD5CREW%:' BUILDING CODE OF NEW YORK STATE. N 2-5 R.O.POP ROUGH OPENING 7/ I G" PLYWOOD PANELS 2-1/2"#8 WOOD SCREWS PANEL @ I G" O.C. MAX. (3) CCM2848 CON N E C T I O N 5 D ET A I L !M PANEL 51 Z E5 IF SPAN OF PANEL 15 OVER G'-0" USE SCREWS @ 12"O.C. SCALE: I/2"= I'O" ~ REF. NO. 112 1'-0" OG I G 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 I G 155UE5 / REVISIONS 17 F7 F7 F� LJ LJ LJ LJ SLAB ON GRADE F - L I MAR.31, 2008 F FLUORESCENT FLUORESCENT FLUORESCENT FLUORESCENT _ 1'x4' FIXTURES 1'x4' FIXTURES 1'x4' FIXTURES 1'x4' FIXTURES 02008 r� ALL RIGHTS RESERVED L� _ D THESE PLANS ARE AN INSTRUMENT OF � SERVICE AND ARE THE PROPERLY OF THE ARCHITECT. INFRINGEMENTS WILL \ F -I BE PRO5ECUTED. 300 AMPL J ELECTRICAL I pml PANEL I el 4"th.POURED _E)CNCRETE ONO G DE SLAB MEDIA / CABLE PANEL I r FLUORESCENT ow I'x4' FIXTURES r 1� I -1 1�► FLUORESCENT FLUORESCENT FLUORESCENT I I'x4' FIXTURES I'x4' FIXTURES I'x4' FIXTURES r / UPI\ I —1 L CLIENT / OWNER BOILER � ry W` L— F--1 L J p" 64 PETER � IRENE M TREIBER LJ RESIDENCE OYSTER PONDS LA. r ORIENT, N.Y. LJ LJ LJ LJ LJ LJ � r In PROJECT TITLE r I■■1 s rl�l RENOVATION 1'O U N DAT ON E L E C T K I C A L P L A NDRAWING TITLE r_ SCALE : 114"= 1'0' Will FOUNDATION ELECTRICAL PLAN POO PRINT DATE SCALE PER rA-F133 0 2 200. 1/4" = I' -a' 155UE MAR.31 , 2008 DRAWING NO. ; VJ C% _ATIOM OF THE MING ..IOFB THE t� pop • ' .�, . MIT, TO ATEA ANYo i LvJ ON THIS DRANy'ING IN � � I ~ J . "+`/ iN'AY. ANY P.. ; PORIZEDwoo `-'_T=.RATION VUST BE J ' AND I'M ACCORDANCE ? T", 7 f_A.L"►. - REF. NO. —li06IG K J h G F E Lp C IN UA 2 3 4 5 6 7 8 9 10 I I 12 13 14 1 b s EIK5T r FLOOD • E LECTIN CAL P LAN SCALE : 1/4"= 1'(7 ! A VIOLA nl Ml OF THE L/3":' FOR ANY PERSON, t? ' .rSS ACTING UNvCER THE i;=,ECTION OF A LICENSED 7- lTV : ECT, TO ALTER ANY Olt THIS M.AVti'ING IN 'tY WAY. ANY A.,THORIZED rile ERATiON FRUST BE TOTED, SEALED, AND ii,± ACCORDANCE WITH T`r;w i_A.M I G 155UF-5 / REV1510N5 r 1 1 1=1 M r • 40#1 r P=4 PEN • mw 00pow Aft 17 I r r-wll I■■I • MAR.31, 2008 1■■1 ©2008 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF �► SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL ESE PR05ECUTED. rPM M pet pw r, � CLIENT /OWNER t PM PETER * IRENE I■ I TREIBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. PROJECT TITLE s r� RENOVATION Ask PER DRAWING TITLE Oak FIRST FLOOR PM ELECTRICAL PLAN 1 oug PRINT DATE SCALE AM 0 2 2003 11411 = 1' -al 155UE MAR.31 , 2008 DRAWING NO. pop Ao49 pow J id No rl■� REF. NO. 1v NJ h G F E C C lip 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 I G • 155UE5 / REV151ON5 17 VENTqp GFI 0 I T \ �p PER 11 � MAR.3 I , 2008 I rl�l ©2008 PER ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF VENT — \ _ _ — — — �► SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WI_L ( ) • BE PK05ECUTfD. Irqpll GFI /dt db T LIGHT �AN �;w �1 ALL CEILING FIXTURES TO BEI5URFACE MOUNTED— I ~ CLIENT / OWNER WF PETER IRENE TREIBER \ RESIDENCE I o Oak OYSTER PONDS LA. — — — — f ORIENT, N.Y. GFI GFI 6 t 1 170 rol/i `I PROJECT TITLE 1 rl�l RENOVATION DRAWING TITLE SECOND FLOOKpow O POO SECOND FLOOR E LECTR I CAL P L A N ^ ELECTRICAL PLAN SCALE: 114"= PO" E PR1,161V6 2 20133 SCALE M 155UE MAR.3 1, 2008 DRAWING NO. OF THE _RSON, pow ACT!?JG UNlDr R TFic O-- A LICENSED Ar<,I {l 'aCT, TO ALTER ANY Q ITL'.h ON THIS DrIM"IING IN ANY WAY. ANY A.:Ti HORIZED ALT-HRATION Mi LIST BE NOTED, S--AI-ED, AND DSSCM:;ED IN ACCORDANCE '" REF. NO. UTH TFF- LAW. 06 16 K J G F E IN C IN 2 3 4 5 6 7 8 9 10 I I 12 BATHROOM ELEVATION SCALE: 112"= P -O" WALLS: Q WAINSCOTE TO 80" W/CHAIRRAIL 4 112"x4" HORIZONTAL PLANKING EXCEPT CERAMIC TILE IN TUB AREA FLOOR: C 5EA51DE PEBBLE TILE(MIXED) L BY COVERALL STONE OJT 15t 1=LOOK BATHROOM I NORTH EAST SIDE SCALE: 112"= P-0" A✓ PRINT DATE 0 2 2003 ■■■■■■■■■ GIII MAR.31 , 2008 oo i CE TU MIC TI 3 AREA IN o BATHROOM ELEVATION SCALE: 112"= P -O" WALLS: Q WAINSCOTE TO 80" W/CHAIRRAIL 4 112"x4" HORIZONTAL PLANKING EXCEPT CERAMIC TILE IN TUB AREA FLOOR: C 5EA51DE PEBBLE TILE(MIXED) L BY COVERALL STONE OJT 15t 1=LOOK BATHROOM I NORTH EAST SIDE SCALE: 112"= P-0" A✓ BATH ROOM ELEVATION SCALE: 112"=1'-O" �i PRINT DATE 0 2 2003 ■■■■■■■■■ ISSUE MAR.31 , 2008 DRAWING NO. CE TU MIC TI 3 AREA IN TUB ■■■■■■■■■ CE MIC TILI IN TUB AP.EA ■■■■■■■■■ ■■■■■■■■■ TUB BATH ROOM ELEVATION SCALE: 112"=1'-O" �i BATHROOM ELEVATION SCALE: 112"= P-0" 13 14 15 BATH ROOM ELEVATION SCALE : 112"= P-0" mss, Ti�f� C E Of LAW FCR Ai4Y i"ir' ONE , U'NILE�,`.; AC;I�I a UNC, -7,3 THE D, FCT1fl�! OFA LICENSED A, ICtIrTECT, TO A! TER ANY !TE{" 014 VES [irjA. -j1NG IN A^IY WAY. ANY A-THORIZED ALUM -RATIO' l !'1UST BE NOTED, F"EALED, AND DYSCRICED V-4 ACCORDANCE WITH TEE. LAV'!. T5UE5 / REVISIONS CAI 1;'; I` .N pmoM UAW • v 1111=I pmIl 17 tio r MAR.31, 2008 I■■1 ©2008 ALL RIGHTS RESERVED POO Th THESE PLAN5 ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. PRINT DATE 0 2 2003 ■■■■■■■■■ ISSUE MAR.31 , 2008 DRAWING NO. CE TU MIC TI 3 AREA IN TUB ■■■■■■■■■ BATHROOM ELEVATION SCALE: 112"= P-0" 13 14 15 BATH ROOM ELEVATION SCALE : 112"= P-0" mss, Ti�f� C E Of LAW FCR Ai4Y i"ir' ONE , U'NILE�,`.; AC;I�I a UNC, -7,3 THE D, FCT1fl�! OFA LICENSED A, ICtIrTECT, TO A! TER ANY !TE{" 014 VES [irjA. -j1NG IN A^IY WAY. ANY A-THORIZED ALUM -RATIO' l !'1UST BE NOTED, F"EALED, AND DYSCRICED V-4 ACCORDANCE WITH TEE. LAV'!. T5UE5 / REVISIONS CAI 1;'; I` .N pmoM UAW • v 1111=I pmIl 17 tio r MAR.31, 2008 I■■1 ©2008 ALL RIGHTS RESERVED POO Th THESE PLAN5 ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. z ORIENT, N.Y. f T 1�1 PROJECT TITLE r l� rel RENOVATION Oak 1 DRAWING TITLE r r 15t FLOOR BATHROOM ��■I NORTH EAST SIDE PLAN * ELEVATIONS I PRINT DATE 0 2 2003 ■■■■■■■■■ ISSUE MAR.31 , 2008 DRAWING NO. ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ OWNERCLIENT / TREIBER RE51DENCE OY5TER POND5 LA. z ORIENT, N.Y. f T 1�1 PROJECT TITLE r l� rel RENOVATION Oak 1 DRAWING TITLE r r 15t FLOOR BATHROOM ��■I NORTH EAST SIDE PLAN * ELEVATIONS I SCALE 11211 I 1d Q r1�1 REF. NO. K J h G F E IN C rol w PRINT DATE 0 2 2003 ISSUE MAR.31 , 2008 DRAWING NO. SCALE 11211 I 1d Q r1�1 REF. NO. K J h G F E IN C rol w I 2 3 4 5 6 7 8 9 10 II 12 13'..14 15 16 17 K J h G E 0 C 101 I.1 2 3 4 5 6 7 8 9 10 I I 12 POWDER ROOM ELEVATION A SCALE: 1/2"= P-0" POWDER ROOM ELEVATION B SCALE: 112"= V-0" Q aB 0 CERAMIC TILE FLOOR WAIN5COTE TO 42" W/ 1 /2"x6" VERTICAL INE PLANKING 2nd FLOOD POWDER ROOM SCALE: 112"= P-0" T, U) IBJ � Ili POWDER ROOM ELEVATION A SCALE: 1/2"= P-0" POWDER ROOM ELEVATION B SCALE: 112"= V-0" Q aB 0 CERAMIC TILE FLOOR WAIN5COTE TO 42" W/ 1 /2"x6" VERTICAL INE PLANKING 2nd FLOOD POWDER ROOM SCALE: 112"= P-0" POWDER ROOM ELEVATION C SCALE: 1/2"= I -O" POWDER ROOM ELEVATION D SCALE: 1/2"=1'-0" 13 IT IS A VIOLATION OF T! -,E LAIV FOR PERSON, UNLESS ACTING ULCER THE CIPECTION OFA LICENSED AI -.CHITECT, TO ALTER ANY ITUM ON THIS DRAW1,NG IN AW VIAY. ANY V-THORIZED ALTERATION MUST BE NOTED, SEALED, AND MESCMTED IN ACCORDANCE WITH TFI= LAW. 15 • n MOO Am .r Ag • 155UE5 / REV1510N5 MAR.31, 2008 02008 ALL RIGHTS RESERVED 17 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE PR05ECUTED. CLIENT / OWNER PETER � IRENE TRE IBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. PROJECT TITLE RENOVATION DRAWING TITLE 2nd FLOOR POWDER ROOM PLAN t ELEVATIONS PRIIMTFfb 2 20G3 I 51AI 1/2" = 1'-0• I IS uf- MAR.31 , 2008 I I DRAWING NO. REF. NO. K J n G F E D C IN 0 T, U) O U - z w z AllJ POWDER ROOM ELEVATION C SCALE: 1/2"= I -O" POWDER ROOM ELEVATION D SCALE: 1/2"=1'-0" 13 IT IS A VIOLATION OF T! -,E LAIV FOR PERSON, UNLESS ACTING ULCER THE CIPECTION OFA LICENSED AI -.CHITECT, TO ALTER ANY ITUM ON THIS DRAW1,NG IN AW VIAY. ANY V-THORIZED ALTERATION MUST BE NOTED, SEALED, AND MESCMTED IN ACCORDANCE WITH TFI= LAW. 15 • n MOO Am .r Ag • 155UE5 / REV1510N5 MAR.31, 2008 02008 ALL RIGHTS RESERVED 17 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE PR05ECUTED. CLIENT / OWNER PETER � IRENE TRE IBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. PROJECT TITLE RENOVATION DRAWING TITLE 2nd FLOOR POWDER ROOM PLAN t ELEVATIONS PRIIMTFfb 2 20G3 I 51AI 1/2" = 1'-0• I IS uf- MAR.31 , 2008 I I DRAWING NO. REF. NO. K J n G F E D C IN 0 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 I G 17 155UES / REVISIONS MAR.31 , 2008 02008 ALL RIGHTS RESERVED THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE PROSECUTED. CLIENT / OWNER PETER � IRENE TREIBER RESIDENCE OYSTER PONDS LA. ORIENT, N.Y. PROJECT TITLE RENOVATION DRAWING TITLE 2nd FLOOR MASTER BATHROOM PLAN * ELEVATIONS ""Xf5�TFO 2 2QG3 51AI I/2" = P-0° 155UE MAR.31, 2008 DRAWING NO. 6� rv+ REF. NO. 0616 K J h G F f- I 6w, no 2 3 4 5 6 7 8 9 10 I I 12' 13 14 15 KITCHEN (--�i SCALE : 1/2"= 1'-0" , 3 SOUTH EAST KITCHEN ELEVATION SCALE : 1/2"= P-0" LIVING ROOM BEYOND HALLWAY �OOO oDo SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL • BE PROSECUTED. I!� SOUTH EAST KITCHEN ELEVATION SCALE : 1/2"= P-0" NORTH WEST KITCHEN ELEVATION SCALE : 1/2"- I '-0" SOUTH WEST KITCHEN ELEVATION 5CALE : 112"= P-0" IT 13 >,, ICLAT!"N OF THE FO:i AMY PERS0N, UNU—S y ACTING UNDER TETE D CLTION OF A LICENSED A RCH ECT, TO ALTER ANY O"•1 THIS DnAV"/ING IN ANY WAY. ANY A.:THORIZED ALS ERATION "!iUST BE NOTED, SEALED, AND D SCR!^'D I'l ACCORDANCE �,A I G 155UE5 / REV1510N5 N A v 44 1 P=4 M OT r • r PMR • i■� MAR.31, 2008 PM 17 rte\ pml LIVING ROOM BEYOND co �OOO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL • NORTH WEST KITCHEN ELEVATION SCALE : 1/2"- I '-0" SOUTH WEST KITCHEN ELEVATION 5CALE : 112"= P-0" IT 13 >,, ICLAT!"N OF THE FO:i AMY PERS0N, UNU—S y ACTING UNDER TETE D CLTION OF A LICENSED A RCH ECT, TO ALTER ANY O"•1 THIS DnAV"/ING IN ANY WAY. ANY A.:THORIZED ALS ERATION "!iUST BE NOTED, SEALED, AND D SCR!^'D I'l ACCORDANCE �,A I G 155UE5 / REV1510N5 N A v 44 1 P=4 M OT r • r PMR • i■� MAR.31, 2008 PM 17 rte\ pml ©2008 ALL RIGHT5 RE5ERVED co THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL • BE PROSECUTED. I!� r M I■■1 Aw r CLIENT /OWNER � t 1■■1 PETER * IRENE TREIBER ;;, RESIDENCE Am 4w OYSTER PONDS LA. wd ORIENT, N.Y. W r� 1 T I�► PROJECT TITLE T ►!� RENOVATION M i DRAWING TITLE r Oak `w 2nd FLOOR ��■I KITCHEN M PLAN * ELEVATIONS wooPRI PRAU 2 2003 SCALE 155UE MAR.31, 2008 DRAWING N0. popI■■I I 1-13 rl�l REF. NO. 0616 K J h G F f- 11 C I im m I 2 3 4 5 6 7 8 9 10 1 1 12 13•.. 14 15 1 F 17 ISSUES / REVISIONS 1/2" SPACING 'P44 � 31-2" y yy 91-211 ALLOWS �W_N 10% INSTALLATION gli�gLIa' g 11,4 11" 11" y 1O 11,4 11"y 11,4 11,41 1"� RESIDENTIAL GENERAL NOTES L Ilk TH15 PROJECT 15 CONSTRUCTION OF A NEW SINGLE CORNER STUD rr - 1 FAMILY RESIDENCE, CLASSIFIED AS R-3. ENDLL CONNECTED TO N N THE HEIGHT OF THIS BUILDING AS DEFINED BY WATRANSFER SHEAR 1� THE RESIDENTIAL CODE NEW YORK STATE 15 23-0" 2. THE FLOOR AREA 15 1,457.27 5Q.FT. FIRST FLOOR. o(2) I Gd COMMON I ND AND 15 1,101.9G 5Q.FT. SECOND FLOOR. L Q NAIL5@6"O.C. 3. THE TYPE OF CONSTRUCTION 15 TYPE V (B). z 1 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF RESIDENTIAL o N N I CODE OF N.Y.S. AND THE AF * PA WOOD FRAME CONSTRUCTION Ln MANUAL 1 995 5BCHIGH WIND EDITION ^^ cp5. ASSUMED SOIL BEARING CAPACITY. 1,500 Ib./5ct.Ft. m m G. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 psi. - 28 DAY TEST. 7. ALL FOOTINGS TO REST ON 12" BELOW VIRGIN, UNDISTURBED SOIL. CORNER (� N j� _ r J 8. DESIGN LOAD CALCULATION ARE BASED ON: N I N LIVE LOAD: AS PER TABLE 8301 .4, RESIDENTIAL CODE OF NEW YORK STATE. DEAD LOAD: CALCULATED AS PER R301.3 AS PER RCNY5. 1 SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS PER FIG. 8301.2(5) RCNY5. LD D WN q= = SEISMIC DESIGN CATAGORY B. WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. AS NEEDED I/2"= I' -O" rr LOCATION LIVE DEAD DEFLECT LIMIT P=4 N 3'-0" R.O.9'-0" R.O. pmq 15t fl. 40 LB 12 L/3G0 2nd FI. (SLEEP AREA) 30 LB. 12 L/3GO CUIFD3OG8 CU5FD9OG8 ATTIC (NON 5TORGE) 20 LB. 10 L/3GO RIDGE ROOF 45 LB. GROUND SNOW 15 LB. I13GO 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. RIDGE TENSION STRAP 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS RECID BY CODE. L 3'-8" L 5-2" 1 1. ALL EXPOSED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. 1= L 10 1 1/2" 1 112" y I O" --y L I o' L 10" L 10" L I I" L 10" L 10" L 12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES 11 AND STANDARDS. 13. ALL WINDOWS TO BE THERMAL INSULATED LOW -E GLASS, WITH ARGON GAS. NOW c`v N 14. THE ARCHITECT ASSUMES NO RESPOSIBILITY FOR THE CONSTRUCTION • r MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR RIDGE RD � I• SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. _ THERE ARE NO WARRANTIES, NOR ANY MERCF'ANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. OPED SEAT • Fv N 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. JOIST HANGER. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. PER WFCM SBC TABLE 2.4 O ro O 16. FRAMING ALL FRAM NG LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR WOOD BEAM PN OACH END OF 1VIDING G EA. 8D/4 0 COMMON GE STRAPS mo p NAILS o �i RIDGE „ G u m � m LARCH STRUCTURAL GRADE NO.2 OR BEITER. _ � � � FOR 120 MPH FASTEST WIND SPEED. B. ENGINEERED LUMBER GIRDERS, HEADERS, JOISTS, ETC. SHALL BE BY �1 MAR.31, 2008 N iv TRUS-JOIST MacMILLAN, OR APPROVED EQUAL, AS INDICATED ON PLANS, CROSS SECTION END VIEW AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATiONS ►� AND RECOMMENDATIONS. 1 = C ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNESS AS INDICATED. I� D ALL SUB FLOORING TO BE APA RATED 5TURD- I -FLOOR, EXPOSURE 1, I.\ (02008 3/4" MIN. THICKNESS. ALL RIGHTS RESERVED E ALL HEADERS G' -O" AND OVER SHALL BE SUPPORTED WITH DOUBLE N 3'-0 R.O. N 5'-0" R.O. UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL ~ THESE PLANS ARE AN INSTRUMENT OF BE A MIN. OF 2'2"x8" OR AS SHOWN ON DRAWING. SERVICE AND ARI= THE PROPERTY OF F SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR THE ARCHITECT. INFRINGEMENTS WILL ENTRY DOOR 3GG8 CUIFD5OG8 BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-O" O.C. MIN.. \ BE PROSECUTED. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOF. C G DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) ° I� OR AS NOTED ON DRAWINGS. ►� H DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR r y 2'-4 3/8" y 2'-4 3/8" y 2'-8 3/8" L L 2'-8 3/8" L AS NOTED ON DRAWINGS. 11 q 11 11 1 ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED y 14" L 13 3/8" y y I �" L 13 3/8' L y 14" L 17 3/8" L 14" 17 3/8" GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. J NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. r' 1 ALL 2"xG" STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATTE. \ ALL EXTERIOR NAILS SHALL BE GALVANIZED. m I m `n K PLYWOOD SHEATHING TO EE NAILED 8d NAILS @ 4" O.C. EXTERIOR EDGES O AND Gd NAILS @ 12" O.C. INTERMEDIATE. A _ O N N O L ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. 4w 01 r` �_ 1 0 - � I i M ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH �► N t` r cfl m N YPE CONNECTOS"51Mr5ON" ORAPROVED ` GALVANIZED HURRICANE T a/- EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PROVIDE Sx 8d COMMON NAILS IN EACH END OF I - I /4" x 10 m m co d N PERIMETER JOISTS TO GIRDER CONNECTIONS. 20 GAGE STRAP FOR LATERAL / SHEAR CONNECTION m 2'-2 3/8" R.O. m - N r N ALL PRE-ENGINEERED LUMBER SHALL BE TRU5JOI5T5 JOISTS AND LVL J AT RAFTER WALL CONNECTION (TABLE 3.313) WFCM-1995 - - PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING 3 FOR 120 MPH FASTEST WIND SPEED. STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS. WEB (7) CUDH2O14 _ - - J m 2'-G 3/8" R.O. STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A o ` L- - - - _ J MINIMUM. A SINGLE 1-3/4" LVL RIM JOISTS SHALL BE REQUIRED AT FLOOR RE -4 CLIENT / OWNER (2) CUDH2O18 PERIMETERS. HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL (5) CUDH2420 2'-G 3/8" R.O. BE AS PER MANUFACTURES RECOMMENDATIONS. J 17. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS. PANELS TO BE LABELED FOR t EACH OPENING. PROVIDE FASTENERS IN t (8) CUDH242G ACCORDANCE WITH TABLE I GO9. 1 .4 BLDG. CODE OF NEW YORK STATE. rqrll 18. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 19. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI /Af A PA WCFM-1995. ~ PETER * IRENE y 2'-7" L y 2'-1 1" L y 2'-1 111 " _ L „ 2'-1 "1 „ „ I■■I TREI BER D r �y 15 L 15" L I I L 12 L I I L '� I I' L 12 L 1 1 L y 1 1 L 12 L I I L FLOOR T 1 JOIST `r RESIDENCE '"` OYSTER PONDS LA. N o 11 1 r � � ORIENT, N.Y. co _I ;n 1 l 0 N 1 O I Lno f _ � �I �I - I � 1 PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4" x TMS PROJECT TITLE � _ m 2' g P.O.Rp N 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND N Cn - - - WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) 1 - - v 'n FOR 120 MPH FASTEST WIND SPEED. (3), CCM323G ¢ 3 r.\ RENOVATION C �PER03 1' izz .► i■■i n - -2'-9" R.O. �,� , , ; .. - ,r TTI . z,.._,t„,�:: OF TF,... `n 2'-5" R.O. - J 2'-9" R.O. _ fi.NTl' PL's;SO"d, ~ (8) CCM325G (4) CCM2860 (1 2) CCM32G0 _ li1�a_Ec•:.' ACTlt�O U%. -.'DLR THE Ii DRAWING TITLE G1^ -.:-CT )i: OF A LICENSEDpopT T CtItTI CT, TO ALTER ANY FLOOR ' ON ; !-!I5 EIRANNIING IN ( IT""!.,' " 2'-I I" 2'-I I" 2'-7" ALTET'Ar AN r.A-TH�E GENERAL NOTES L 2-7 L L L L L JOIST !`,:-iYVJA ANYf:.�THORtZED �■I CONNECTIONS DETAIL y 1 5" y 1 5" y y I I" L 12" L I I" L y I I" y 12" y I I" y y 15" L 15" L . I- 11 1 1 11 r�OTED, ,'EALED, A 11 � � � ;- IE LAN ACCORDANCE �■■i WINDOW PANELS d 4;r 1 V d -� - - o - - - -� N O N N • •• • TA� SCALP Ln In J i rte\ V _ = m 2 -9 R.O. n _ - O!._ �, A R I In AVV Lr)N m - O N c 2'-9" R.Q. - N 02'� �•- ISSUE cc N N - - - J - - - - �1 MAR.3 I , 2008 6 CAWN2428 (G) CAWN3224 N () _ DRAWING NO. m * rte\ I 1. 1 A5 WOODSCREW PANEL DE51GN BASED ON I OG9.1 I d ' UPLIFT CONNECTIONS ;� s, . , f ` _,� `, BUILDING CODE OF NEW YORK STATE. 2 -5 R.O. `Z _ J N _,_, r ROUGH 7/1 G" PLYWOOD PANELS - - - - - L OPENING 2-1 /2" #5 WOOD SCREWS (3) CCM2848 PANEL @ I G" O.C. MAX. CONN E C T I O N S D E T A I L •� A IF SPAN OF PANEL IS OVER 0-0" USE SCREWS @ 12"O.C. PANEL SIZES SCALE: 112"= 1'0" REF. NO. 112"= P -O" OG I G 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 a J h G 9 E C rol 0 2 3 4 5 6 7 8 9 10 I I 12. 13 14 IN E1K5T r f=LOOK • ELECTRI PON CAL PLAN SCALE : 114"= 10" � F=2 THE Ti:;:' OF A LICENSED :01' TO A" TER ANY +` 'iN T!i3S D A"V0,'IT+G IN F%I'IY;, THORIZED 1.7FRAMN!,,UST BE ACCORDANCE I G 155UE5 / REV1510N5 A rr 1 1 pmo M r 0 17 rl�l r moo M_ �j � CLIENT /OWNER t I■■I !■1 PETER * IRENE TREIBER r RESIDENCE OYSTER PONDS LA. r Wd ORIENT, N.Y. W rpk PROJECT TITLE r T rl�l RENOVATION DRAWING TITLE r �■1 FIRST FLOOR ELECTRICAL PLAN PRINXpR Tb 2 2QG3 SCALE 14' = 1 155UE MAR.31, 2008 DRAWING NO. P■1 000 E Ao � 9 lil& rl�■I REF. NO. 1.1 J ri G F E It C ro [A3 r • PON Amk 4w M,,R.31, 2008 PER rel ©2008 ALL RIGHTS RE5ERVED po pmo r ptI THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL 15E PROSECUTED. rl�l r moo M_ �j � CLIENT /OWNER t I■■I !■1 PETER * IRENE TREIBER r RESIDENCE OYSTER PONDS LA. r Wd ORIENT, N.Y. W rpk PROJECT TITLE r T rl�l RENOVATION DRAWING TITLE r �■1 FIRST FLOOR ELECTRICAL PLAN PRINXpR Tb 2 2QG3 SCALE 14' = 1 155UE MAR.31, 2008 DRAWING NO. P■1 000 E Ao � 9 lil& rl�■I REF. NO. 1.1 J ri G F E It C ro [A3 I 2 3 4 5 6 7 8 9 10 13 14 15 I G 155UE5 / REV1510N5 17 1 1 Poo M v v 44 v PMI • I� VENT qp ' I GFI i pw MAR.3 I , 2008 — I PER col rqr1 ©2008 PER ALL RIGHTS RESERVED ~ THESE PLANS ARE AN INSTRUMENT OF VENT _ — `fir SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WI_L • BE PROSECUTED. I I � --------—� --- rJ GFI O db db LIGHT �1 ALL CEILING FIXTURES TO BEISURFACE MOUNTED 1/} I CLIENT / OWNER !(a o r., WF qp l PETER IRENE TREIBER ° `► RESIDENCE c 6 OYSTER PONDS LA. — — — — f ORIENT, N.Y. Fb—Gl=l s 101 PROJECT TITLE rl�l RENOVATION Go) U N�' i DRAWING TITLE SECOND FLOORpop C ��■I SECOND FLOOR E L E C T K I C A L F L A N ELECTRICAL PLAN 1 SCALE: 1/-4"= I'0" TE SCALE 155UL MAR.31, 2008 DRAWING NO. h1 TP pop :i �tt1;7-•>:.�:�,Xi-r;MYr �rG'L"tL�5\0D�L•J,R THE . / D1 :ECTIO;l � Q OF A LICENISED ,.iCItITECT., TO ALTER ANY 1 ~ IT `:'.] ON THIS DRAiIING.a IN A:,Y W!X.. ANY P'...THORIZED ALTERATION IMUST BE , EOTED, SEALED, AND \, , � REF. NO. DESCIRMED IN ACCORDANCE � A 06 16 M T H TI•iE LAS . 1C1 J h G F E C C re