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30569-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31442 Date: 02/22/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 975 HILLCREST DR N ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 13 Block 2 Lot 8.21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 19, 2004 pursuant to which Building Permit No. 30569-Z dated AUGUST 16, 2004 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & WOOD DECK AS APPLIED FOR. The certificate is issued to ROY RODRIGUEZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0056 02/17/06 ELECTRICAL CERTIFICATE NO. 2032474 01/26/06 PLUMBERS CERTIFICATION DATED 02/03/06 MATTITUCK PLUMB.&HEATING Z4( A riz d sigfiature Rev. 1/81 � qg- 530 A Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. 6rtificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.000 Date. a?p 'c)'VD New Construction: Old or Pre-existing Building: (check one) L Location of Property: House No. Street 2 Hamlet Owner or Owners of Property: ��y �\C�19`e L Suffolk County Tax Map No 1000, Section 13 Block Oa Lot Subdivision k1 1\/C fe!' : ' e�a:' es Filed Map. Lot: Permit No. 3O5 (O`'� Z Date of Permit. O Applicant:' i Q&(_ �V`r� Health Dept.Approval: Underwriters Approval: O�j Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ J OS2 icant Signature ��- Ce Lf 0 - 3 ► yy� �%�fFO(,�co o N Town Hall, 53095 Main RoadWOy �� Fax (631) 765-9502 P.O. Box 1179 ,, � Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: .1)310(. Building Permit No. 05(0`7 -24 Owner: 'Ro '�� (Please pri Plumber: MATTITUCK PLUMBING&HEATING CORP. P.O.BOXlase nnt) "' TTITUC ,N.Y.11 52 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plurrillers Signature) Sworn to before me this gob day cl 2000_ DENISE KING • Notary Public,State of New York Registration #01K16041757 Qualified in Suffolk County My Commission Expires May 15,2W-6 Notary Public, County a ?nMfflffl rMnn��n�.n�n��rr��n�n���.r��nn�������nen�n����n��.n�nns�n���� ffil 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITER 5 5 S S S BUREAU OF ELECTRICITY c 5 40 FULTON STREET -- NEW YORK, NY 10038 � ' 5 S 55 5 CERTIFIES THAT �� 5 55 5 Upon the application of upon premises owned by 5 5 SJIM SAGE ELEC. INC. ROY RODRIGUEZ P.O. BOX 38 975 HILL S GREE PORT, NY 11944-0038, ORIENT, NY 119 7 NORTH cS S 5 57 Located at 975 HILL CREST DR NORTH ORIENT, NY 11957 5 5 5 Application Number: 2032474 Certificate Number: 2032474 S c5 Cj Section: Block: Lot: Building Permit: BDC: ns11 S S S Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 SBasement, First Floor, Second Floor,Attached Garage,Outside, 5 5 5 SA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj Sherein, was conducted in accordance with the requirements of the applicable code and/or standard C promulgated by the State of New York, Department of State Code Enforcement and Administration, or other IS authority having jurisdiction, and found to be in compliance therewith on the 26th Day of January,2006. Name QTY Rate Rating Circuit Tyne e SAlarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide SAppliances and Accessories 5 Dish Washer 1 0 1.2 KW 5 5 Exhaust Fan 2 0 F.H.P. C 5 Oven 1 0 30 Amps C5 SFurnace 1 0 Oil 5 5 Air Conditioner 1 0 42.000 BTU Cj Air Conditioner 1 0 48.000 BTU 5 Pump Motor 1 0 1 H.P. 5 SWiring and Devices C, S Outlet 120 0 Fixture 5 5 Fixture 120 0 Incandescent S 5 Outlet 124 0 General Purpose L�5 Receptacle 67 0 General Purpose S Switch 83 0 General Purpose 5 Srj Dimmers 9 0 seal Receptacle 1 0 20 amp Laundry 5 5 Continued on Next Page 1 of 2 5 5 S 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 a ���nr�rn ren ��J 03 rJ'rJ�c.ttPcJ'tPr�rJ'r..fcPrJ�cPrJ'c.nc.l'r 12FT11J'cPc ffil �rJ'r.I fill :rTi l J'r5r.PrTrJ�c Tr.Pr�tJ'�.J'rJr�r�cPr 1 U1,.l'rbc.fr.1r.Pc.(cJ'r..)'rJ�rJ'rnc.l'r.PLffi3cPrJ� I@ BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE 5 5 UNDERWRITERS 5 S BUREAU OF ELECTRICITY 5 S40 FULTON STREET — NEW YORK, NY 10038 5 5 5 5 CERTIFIES THAT 5 5 CSS. Upon the application of upon premises owned by 5 �5 55 JIM SAGE ELEC. INC. ROY RODRIGUEZ S 5 GREENPORT, NY 11944-0038 975 HILL CREST DR NORTH 5 5 ORIENT, NY 11957 e5 5 Located at 975 HILL CREST DR NORTH ORIENT, NY 11957 5 5 S 5 Application Number: 2032474 Certificate Number: 2032474 5 5 5 5 Section: Block: Lot: Building Permit: BDC: ns11 S 5 5 5 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: SBasement, First Floor, Second Floor,Attached Garage,Outside, 5 5 S rS� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of January,2006. �5 Name QTY Rate Rating Circuit —Type 5 7 Receptacle 1 0 30 amp Data 5 jDisconnect 2 0 60 amp Air Conditioner 5 j Receptacle 12 0 GFCI C� Service 5 1 Phase 3W Service Rating 300 Amperes Service Disconnect: 2 150 cb S jMeters: I 51 5 5 5 5 5 j 5 5 5a5 5 13 5 j 5 seal 5 5 5 2 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 ������LrJL ���� 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. 30569 Z Date AUGUST 16, 2004 Permission is hereby granted to: ROY RODRIGUEZ 420 E 54 ST NYC,NY for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 975 HILLCREST DR N ORIENT County Tax Map No. 473889 Section 013 Block 0002 Lot No. 008 . 021 pursuant to application dated JULY 19, 2004 and approved by the Building Inspector to expire on FEBRUARY 16, 2006 . Fee $ 1, 678 . 20 or' zed S ' ure ORIGINAL Rev. 5/8/02 pf SO�ryo6 coum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1LATION [ ] FRAMING / STRAPPING [ FINA [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6Co zz 1741 14 DATE INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ]FOUNDATION 2ND [ ] INSULATION sr`�]FRAMING [ J FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3 'J-� � � INSPECTOR F so • �o 1��0UNiV�► TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREA CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: cg-x,i �S DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ RAMING t14�6_e4 [ . ] FINAL [ ] FIREPLACE & CNIMNEV [ ] FIRE SAFETY INSPECTION REMARKS: DATE � INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � 0S DATE �� INSPECTOR '. 4, is FAIRWEATHER—BROWN F4" DESIGN ASSOCIATES,INC. LT 2a 205 Bay Avenue B L D;.,. r�F __,1 Greenport,N.Y. 11944 TOWNr 631477-9752 (fax)631477-0973 April 6,2005 Mr.Gary Fish, Building Inspector Southold Town Building Department P.O. Box 1179 Southold,NY 11971 Re: Rodriguez Residence Building Permit#30569Z Dear Mr.Verity: This letter is to confirm that based on our 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 framing strapping and metal connectors have been installed in accordance with the Residential Code of New York State,and the WFCM 1995. If you have any questions,or require additional information,please feel free to contact me. Thank you for your attention to this matter. Si cerely, Ep ARcy� OF 1 a 9 FAIRWEATHER-BROWN DESIGN ASSOCIATES,INC. 205 Bay Avenue Greenport,N.Y. 11944 631477-9752 (fax)631-477-0973 November 4,2004 Southold Town Building Department P. O. Box 1179 Southold,NY 11971 Re: Rodriguez Residence Building Permit#30569Z To whom it may concern: This letter is to confirm that based on my observations on this date at the above referenced project,and to the best of my knowledge, belief and professional judgment,the poured concrete footings and foundation walls have been installed in accordance with the revised plans,which are attached to this letter and are dated 11/04/04,and in accordance with the Residential Building 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 L Brown,AIA aED ARO,y�T PS L BR n ATE OF N��� 5 �� New York State Department of Environmental Conservation ✓BfVision of Environmental Permits, Region One Building 40-SUNY,Stony Brook, New York 11790-2356 Phone: (631)444-0365 - FAX: (631)444-0360 Website:www.dec.state.ny.us Erin M.Crotty Commissioner Roy Rodriquez May 12, 2004 420 E 540' Street, Apt 14C New York, NY 10022-5151 RE: 1-4738-03175/00001 Rodriquez Property, 875 Hill Crest Drive North, Orient, NY S.C.T.M. #1000-13-2-8.21 Dear Mr. Rodriquez: This is in response to your request for a Non-Jurisdiction determination from this Department for the property-referenced above. This Department made a determination regarding the limits of Article 25 (Tidal Wetlands) jurisdiction for this property on May 5, 2003, a copy of that letter is enclosed. This office does not make repeated determinations for the same site. The limits of our jurisdiction were indicated in our original Non-Jurisdiction letter and unless substantial changes in site conditions have occurred, this letter remains in effect. Additionally, since the letter of Non- Jurisdiction is always issued for the property and not to the owner, it is not necessary to transfer the letter to a new owner. The original letter should be saved for your future reference. Please do not hesitate to call me at (631)444-0369 if you have any questions or you wish to discuss this matter further. Sincerely, AXIA-�' D Kelly Ann Felice Agency Program Aide CC: Fairweather-Brown Design Associates, Inc. MHP File Enclosures O ,�c Albert J. Krupski,Preakrent SOfF01 ��. Q - Town Hall ` James King,Vice-President h`Z G'y� 53095 Route 25 Artie Foster ti - P.O.Box 1179 Ken Poliwoda S Southold,New York 11971-0959 Peggy A. Dickerson 1'�Q aQ� Telephone(631) 765-1892 1 `�► Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 16, 2004 Ms. Amy Martin Fairweather-Brown Design Associates 205 Bay Ave. Greenport, NY 11944 RE: ROY RODRIGUEZ 975 HILLCREST DR., ORIENT SCTM#13-2-8.21 Dear Ms. Martin: The Southold Town Board of Trustees reviewed the site plan prepared by Fairweather- Brown Design Assoc. dated April 26, 2004 and determined the proposed single-family dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. . 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, 4G"- Albert J. Krups i, Jr., PresFdent Board of Trustees AJK:Ims New York State Department of Environmental Conservation DiVision of Environmental Permits, Region One AM ' Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 - FAX: (631)444-0360 _ Website: www.dec.state.ny.us Erin M.Crotty Commissioner Roy Rodriquez May 12, 2004 420 E 54th Street, Apt 14C New York, NY 10022-5151 RE: 1-4738-03175/00001 Rodriquez Property, 875 Hill Crest Drive North, Orient, NY S.C.T.M. #1000-13-2-8.21 Dear Mr. Rodriquez: This is in response to your request for a Non-Jurisdiction determination from this Department for the property referenced above. This Department made a determination regarding the limits of Article 25 (Tidal Wetlands) jurisdiction for this property on May 5, 2003, a copy of that letter is enclosed. This office does not make repeated determinations for the same site. The limits of our jurisdiction were indicated in our original Non-Jurisdiction letter and unless substantial changes in site conditions have occurred, this letter remains in effect. Additionally, since the letter of Non- Jurisdiction is always issued for the property and not to the owner, it is not necessary to transfer the letter to a new owner. The original letter should be saved for your future reference. Please do not hesitate to call me at (631)444-0369 if you have any questions or you wish to discuss this matter further. Sincerely, Kelly Ann Fel6e Agency Program Aide CC: Fairweather-Brown Design Associates, Inc. MHP File Enclosures New York State Department of Environmental Conservation Division of Environmental Permits Building 40-SUNY Stony Brook,New York 11790-2356 Telephone(631)4440365 Facsimile (631)444-0360 llama Erin Crotty Commissioner LETTER OF NON-JURISDICTION May 5, 2003 Ellen R. Malcolm 2002 Trust c% First Resources of Boston ATTN: Phil McLaughlin PO Box 67107 Chestnut Hill, MA 02467 Re:Ellen R. Malcolm 2002 Trust property Hill Crest Drive North, Orient, NY SCTM#1000-13-2-8.21 DEC# 1-4738-0317.5/00001 Dear Mr. McLaughlin; Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the line labeled `top of blufr as shown on the survey prepared by Howard W. Young dated March 4. 2003 is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15'to 20'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised.that this letter does not relieve you of the respCityaining n necessary permits or approvals from other agencies. e trul oohn Wielan cc: Young &Young Permit Administrator TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT F QRAAER OWNER2o6Z T.us N E AGR. H a�G l 9 per, SP Sr f vvs S W TYPE OF BUILDING RES. SEAS. VL. t FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ' o b �' '� s�J�, 1�1m 37 v© o o 1 v o g 1 I)13 .2 /ZZ 2-4 - Co f/Vic- 5 0 63—L 12-Z(oG Z(o 0 IC b rr1 f4pO PZ Tillable FRONTAGE ON WATER 1 Woodland FRONTAGE ON ROAD Meadowlond DEPTH F House Plot BULKHEAD Total t R FIELD INSPECTION REPORT DATE COMMENTS 1 0.0 FOUNDATION(1ST) d _ H ------------------------------------ FOUNDATION(2ND) 210, � o vi H ROUGH FRAMING& _ PLUMBING _ y V INSULATION PER N.Y. � H STATE ENERGY CODE � • C ` V FINAL r &A AQL I j T 1 ADDITIONAL CO NTS �1lop J17 0►'0 MZ X r J 0 H z � x d r� C7 y � d b ;-3 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMEN F Do you have or need the following,before applying? TOWN BALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL:,(631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. / Trustees Examined ,20 LI . Contact: Approved ,20 4-- Mail to: Disapproved a/c Phone: Expiration ,20,� -----_-__ _._. spector I J. 1 ,4 VO4 APPLICATION FOR BUILDING PERMIT Date G , 200# 7rL INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. 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. • v (Signa&e of applicant or name,if a corporation) OS &,C1, aw,.au, AM4.,C� (MMling address of apf licant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder a4leln-r Name of owner of premises 90!1 K0d r�q ve� (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 onwhich roposed work will be done: 9�5 lle-aft^-'f fir,ye., N. d R f,AJ House Number Street Hamlet County Tax Map No. 1000 Section — Block , , .,� I�otTIE Subdivision 411if >E5b its Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy u,n v ex u c eL 1 an W i L AALt Weal b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Y Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 53O, 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars .L- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front _ e, Depth Height Number of Stories I �'3 `F I it p p,� I S. Dimensions of entire new construction: Front 8 3 Rear De th Height of/ ' Number of Stories 01-1 9. Size of lot: Front /5-0 Rear / q'1. S; Depth Ufa 7• 10. Date of Purchase Name of Former Owner 1511-ey) M K I Co 1 M 11. Zone or use district in which premises are situated 9 - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-V1. 13. Will lot be re-graded?YES NO V1 Will excess fill be removed from premises? YES / NO 14. Names of Owner of premises RAdM411m, Address42o d' 51 y-N`lIJq Phone N 2/ .,�(4 -3449 Name of Architect kybew 8r'ow» Address ?oS�i re hone No Name of Contractor Address —TPhone No. Wo^e o f Pe S i 6R►tX-- TA.v+ a.(RftfAH- — 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. STATE OF NEW YORK) SS. COUNTY OF� Amsj v m a.r ! ri being duly sworn, deposes and says that(s)he is the applicant (Name Af individual signing contract)above named, (S)He s the �i ,CI&nl' (C tractor,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 ge ore me this 1 YY''�� day of _200 Notary Public ignature of Applicant JOYCE A.STEVENS NOTARY PUBLI ,STATE OF NEW YORK Nt.4875122 OUALIRED IN SUFFOLK COUNTY C01" nN EXPIRES NOVEMBER 3,20aL Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 07/14/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 6039 Total Paid: $10.00 Name: Fairweather-Brown, Design 205 Bay Ave Greenport, NY 11944 Clerk ID: JOYCEW Intemal ID:98177 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: -7,,?l9/04 APPLICANT:'�Rl - DATE SUBMITTED: /04 SCTM#DISTRICT: 1,000, SECTION: Imo, BLOCK: 2_, LOT: &QI SUBDIVISION'g(�� +-- ADDRESS: ! AllI x ad ht, CITYTDftXr ZONING DISTRICT:CONFORMING? Io BUILDING PERMITS OPEN/EXPIRED: PRECO: N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFOBP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED W—NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE:6Sra13Z REQ. LOT COV. 10�. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ip CT. SIDE ✓ REQ. REAR 7 S PROP.. REARS REQ. H13IGHT PROP. HEIGHT PROJECT DESCRIPTION: L ab - ESTIMATED PROJECT COST:5fX_ 4 CHITS /ENGINEER: t;eow,J WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEP'Pt�Elr NO, (BED#): DTE: 6 / i31 3 PERMIT#: A°'o3-o0Tz TOWN SEPTIC RECEIPT Y�r N SEPTIC CERTIFICATION: NEW YORK STATE DEC: PRE-DEC 9/1nf1' Mor NO IJSI }P,(L_ DTE: S 117-1*, PERMIT#: SOUTHOLD TOWN TRU�iEES: AIMM26or NO h)3 LefI"� DTE:Z/LA� / PERMIT#: / TOWN ZONING BOARD APPROVAL: YES w9M DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o '- DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES ori NEW YORK STATE CODE COMPLIANCE (SE TE 2) r NO NOTES: FEE STRUCTURE: FOUNDATION: AZ 41 SF FIRST FLOOR: S SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF ?D FEE FEE FEE 20 1. ��7�v SF)- (_ -vSF)= j0 SF X$ '�a=$ 1 Z�i +$ ( +$ =$ 2. ( SF)- (SF)= SFX$ =$ +$ +$ =$ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ L FINAL TOTAL: $ I L NEW YORK STATE CODL PLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC,DESIGN ITERIA: Ground Snow Load:45 ed: 120MPH Seismic Design Category: B Weathering: Severe Fr36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: ✓ DESIGN CRITERIA: ENGINEERS FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/I>L LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW D DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.-.Y/N LIGHT 8%: VENT 4%: /N NAILING/CONSTRUCTION HEDULE: Y/N MEANS OF EGRESS: Y oil PLUMBING RISER IAGRAM: Y/N LOCATION OF PROTECTION EQUIPMENT: Y/N TRUSS DESI : Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) Fairweather-Brown Design Associates, Inc. s Rodriguez Residence. 4/5/2004 WINDOW SCHEDULE No. LOCATION TYPE STYLE LITES NOTES 1st Floor 1 Powder room H2624 double hung over 1 Chrome hdware 2 Stairs WAVYIN2828 double hung 6 over 1 Tempered glass 3 Living Room WUDH2624 double hung 6 over 1 4 Living Room WUDH2624 double hung 6 over 1 5 Kitchen& 3 WUDH2416 double hung 6 over 1 6" mull transom above 3 WUIFDT2616 fixed 3 lite 6" mull 6 Kitchen WUDH2416 double hung over 1 7 Study WUDH2624 double hung over 1 8 Study WUDH2624 double hung over 1 9 arae WUDH2624 double hung over 1 10 Garage WUDH2624 -double hung over 1 2nd Floor 11 Center hall 2 WUDH2624 double hung 6 over 1 6" mull 12 Center hall WFCIR27502 circle 4 lite 13 Master Bedroom WAWN2828 —awning 6 lite 14 Master Bathroom WAWN2828 awning 6 lite 15 Guest bath AWN2828 awning 6 lite 16 Boys bedrm 1 WFCM5656 casement 6 over 1 Parting rail 17 Boys bath WUDH2418 -double hung 6 over 1 18 Boys bedrm 2 WCM3256 casement 6 over 1 Parting rail 19 Boys bedrm 2 WAVvTN2828 awning 6 lite 20 Hall WAWN2828 -awning 6lite 21 west WAWN 2424 fixed 6 lite 22 south WAVTN 2424 6 lite electric op. 23 east WAVTN 2424 fixed 6 lite 24 north WAVvrN 2424 6 lite lectric op. Marvin wood windows -Low E Insulated glass, Simulated divided lites inside and out with 7/8"muntins extention jambs,pre primed, with chrome hardware and white screens. 1 Rodriguez Residence 4/5/2004 DOOR SCHEDULE No. LOCATION SIZE MAKE TYPE HDW NOTES First Floor 1 Front Entry and 3'x6'8" Marvin WUIFD 3068 15 lite sidelites & 1'8"x6'8" Marvin IFD1668 5 lite transoms above Marvin 1616/3016/1616 2 Living Room 12'0"x6'8 Marvin WSFD 12068 1(2)15 lite 2 Mite 3 Dining Room 9'0"x6'8 Marvin WUlFD 9068 (2)15 lite 1 Mite transom above (3) 3016 4 Mud Room 3'x6'8" Marvin IFD 3068 15 lite 5 Stud 6'x6'8 Marvin VrUIFD 6068 15 lite 6 Mud Room 3'x68" Marvin WUIFD 3068 15 lite 7 Basement stair '8"x6'8 Morgan WP 44 4 panel pine 8 Foyer closet '8"x6'8 Morgan WP 44 4 panel pine 9 Powder room '8"x6'8 Morgan WP 44 4 panel pine 10 Stud '8"x6'8 Morgan WP 44 4 panel pine 11 Garage 3'0"x6'8" Stanley steel/insulated 4 panel pine& Bather stripped Second Floor 12 Guest Rm 6'x6'8 6arvin WUlFD 6068 15 lite 13 M. Bedroom 6'x6'8 Marvin WUIFD 6068 15 lite q�N 14 M. Bedroom '8"x6'8 Morgan WP 44 4 panel pine 15 M.Bed closet '0"x6'8" Morgan WP 44 2 4 panel pme 16 M.Bed closet '0"x6'8" Morgan WP 44 2 4 panel pine 17 M.Bed closet 5'0"x6'8" Morgan WP 44 2 4 panel pine 18 M.Bath 161lx6'8 Morgan WP 44 panel pine 19 M.Bed closet '6"x6'8 Morgan WP 44 4 panel pine 20 Guest Rm '8"x6'8 Morgan WP 44panel pine 21 Guest Rm closet '0"x6'8" Morgan WP 44 2 4 panel pine 22 Guest Rm bath '6"x6'8 Morgan WP 44 aneline 23 Boys bedroom 1 '8"x6'8 Morgan VYT 44 4 panel pme 24 Boys bedrm 1 clos2'0"x6'8 Morgan WP 44panel pine 25 Boys bathroom '6"x6'8 Morgan WP 44 panel pme 26 Boys bathroom '0"x6'8 Morgan WP 44 anel pme 27 Boys bedroom 1 '8"x6'8 Morgan WP 44 4 panel pine 28 Poys bedrm 1 clos '6"x6'8 Morgan JWP 44 4 panel pine Rodriguez Residence 4/5/2004 DOOR SCHEDULE No. LOCATION SIZE MAKE TYPE HDW NOTES 29 Garage 8'0"x8'0" Wayne Dalton Carriage house sty le 30 Garage 8'0"x8'0" Wayne Dalton to be selected Basement 31 Bilco /type C extention 32 ilcoBasement 3'0"x6'8" Stanley steel/insulated eather stripped Marvin exterior doors -Insulated glass, Simulated divided lites inside and out with 7/8"muntins, extention jambs, re- rimed, with chrome hardware and white screens. Morgan doors-Emtek hardware Ice white porcelain knobs withpewter rosettes Construction Frame Size(mm)3-4(1016) 4-0(1219) 4-8(1422) Details Glass Size(mm) 1554."(396) 1954.'(497) 23%. (598) WFCM4032 WFCM4832'" WFCM5632*' WFCM4036** WFCM4836** WFCM5636"* 1/4'(6) "(13) qq. tb WFCM4040** WFCM4840** WFCM5640** LL `v g WFCM4048' WFCM4848* HEAD JAMB&SILL —Rough Opening— - WFCM4056' WFCM4856' WFCM5656* V2'(13)—I F-- Frame Size 1/2'(13) elf V4'(6)-4 1 —.{ V4'(6) 1—... Masonry Opening WFCM4060' WFCM4860" WFCM5660' flll��� OPERATOR JAMB WFCM4064* WFCM4864' WFCM5664* LU III U o=e ro`� WFCM4072* WFC 4872* WFCM5672' WOOD FRENCH GASEMASTER OPERATOR/STATIONARY ENERGY DATA a.haor nrwlw aaac yr war Sir4e Glaze O89 112 0.60 0.60 Single Glaze with EP 044 2.27 0.53 0.54 Single Glaze With Low E EP 0.34 2.94 1145 0.50 NC Insulating Glass/Clear-Air 047 213 0.53 0.54 Insulating Glass/HardcoatLow E-Air 037 2.70 045 Q50 C Insulating Glass/Hardwat Low E-Argon Q34 2.94 0.45 Q50 NC Insulating Glass/Low E I I-Air 0.34 2.94 1129 048 NCS Irsulatirg Glas/Low E II 031 3.23 Q29 0.48 NCS High R Tripane/Low E 11-Air 0.30 3.33 1125 038 NCS High R Tripane/Low E I I-Krypton Q22 4.55 1125 038 NCS Thermal and solar values are subject to update.Values are generated in accordance with NFRC 100-97 and other applicable NFRC procedures. Argon gas is not available for the attitudes that require capillary tubes.SHGC=Solar Heat Gain Coefficient.VT=Visible Lot Transmittance.Energy Star codes: N=NorBrern,C--Central,S=Southern. NOTES: • Lite patterns shown are 3W(19)grilles or W(22)SDL.Lite patterns for 11/8"(29)may va *These wind >eightdoesrotows meet natbnal egress codes for fire evacuation.Local codes may differ SII •72"hetet unitswill have tempered glass. exceed 44"(11181 Not To Scale SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PINI5FIED GRADE eL.-97.0 PEPdW FOR APPROVAL OF CONSTRUCTION FOR A § SINGLE FAMILY RESIDENCE ONLY N PITCH I/4'/Pf.�► .. -• =' INVXL. fPITCH W/rr. � DATEN V.EL.94.00 IN V.EL.93. 5CDH5 APPROVED APPROVED 1 APPRDVeD GAL. d-0'MIN. PRECA5T M ANK LEACHING POOL FOjW*WMOP4,—Li&0�0Oms EXPIRES THREE YEARS FROM DATE OF +-PVP0V AT. PROP05ED SEPTIC SYSTEM DETAIL y GROUNDWATER TEST HOLEP EEV e/ t 'w r N.T.5. DATA 1 y� (90T.eL.®TE5TH0LE) 0' EL.45.01' BROWN SILTY SAND SM 9 BROWN CLAYEY SAND SC CO . = 13' Z S77 0`0' N 44„E r; NDI S� s •• OUND BROWN CLAY CH �, '� • X 21,4 , 58.4 P 17.70 Os \ TIE LINE ALONG APPROX. ` ' �._ 585°50'39"E N83°54125"E — 34' N ` HIGH WATER MARK PALE BROWN SILTY SAND 5M W • E cs — 48' PALE BROWN FINE SAND SP 54' ..73 9.41 OF 10 •... .. .0....LLUFF_s_ \ . 9.43 8.88 G LOT 18 `�--------------- ` o _..,.,,.. .__. SUBDIVISION - -�-----------__ ---------- "HI LL CRF-5T E5TATE5, 5ECTIQN 1" --- - ____ (VACANT) --\\--__ - www u C \ --__----- y it � 2 a) Lo --- !I 50 q & w Lo o IL GO : a J CLI 70 IE fig 94.4 / OP F J ' BASED ON SURVEY FOR oF �/ ' ��——— ? ROY RODRIGUEZ 92* 92.3 LOT 19, "HILL CRE5T ESTATES, SECTION /92 . AT ORIENT , TOWN OF SOUTHOLD %% \_ 5UFFOLK COUNTY, NEW YORK +cti rql�\ a9 91 8 \ 92/� COUTY TAX MAP \ 92.75 �ARoR io,�� \ �''A'v N /O/F D15TRICT 1000 / z / R, SECTION 13 / ��,_� � � (,.... ... JANE SELUA, , BLOCK 02 �' / $87.89 \ (VACANT) LOT 8.21 // LOT 19 / 87.94 PREPARED JAN. 20, 2004 i ¢ // SURVEYED BY \ 88 91.84 189+73 \ Al HOWARD W. YOUNG LAND 5URVEYOR. \. `� - 900\ +90.76 �-90 , AREA = 1 .5G55 ACRESool —92 / .-9G 98i E MONUMENT FOUND ` I�, `► _ �. 91.G13 m STAKE FOUND \ \\ ——-- 4 510 \Aoloo 5 1 TE P LAN � .G _ _ - - , , T. SCALE: I"=40 \ //Q�O� ,P / TEST \ CP pp,, OLE990 \ Q 4ii 937p Q Qyl� i 99}62100 94 98 6550.00'5111LLROAD j0'w CONC.CURB793.17'TO BROW.0 -- TEB BILE Box REST DRIVE NORTH HILL C . RODRIGUEZ a 05/21/04 LOT 20 M RWEATH ER—BROWN LOT 21 5UBDIV1510N - DE51GN A550CIATE5,INC. (VACANT) "HILL CRE5T E5TATE5, SECTION 111 205 BAY AVENUE (VACANT) LOT (VACANT) GREENPOPM N.Y. 1 1944 G31 -477-9752 (Fax) G31 -477-0973 Young & Young N LONG ISLAND SOU 400 Ostrander Avenue,Rive 303 New York 11901 1 ,,-DO•44 ND 4 83.54'25 E Howard W. Young, Land Surveyor bill E 121.46, S 85 50,39 E 17,70 Thomas C. Wolpert, Professional Engineer . 58.41' Robert C. Tast, Architect ggli --- - - - Ronald E. Pfuhl, Landscape Architect �6 TIE LINE ALONG APPROX. ----- Douglas E. Adams, Professional Engineer ----___ HIGH WA7ER.MARK •cs� 973 _-- --- __- - � --�-_-. --------------- -- � -----9a1 TOE s.oz OW E `_ -..+8.43 == 8 NOTE -_ __ ___ 20 1====_ AREA - 1.5655 ACRES _==_ fir__==____ • SUBDIVISION MAP "HILL CREST ESTATES, SECTION 1" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON __ AUG. 15, 1983 AS FILE NO. 7218. S __ _ _____= _______ -___ • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) SIE o Ln Q r�i 94_46\ ��_����� � � 80_-__ = O � �. 96.77 &t/+�•-���_�----- --390.64 I 3.04 i O g - N. 1 �\ �., i / ° '1 \89Y`�" --�- "� ' SURVEYOR'S CERTIFICATION 1 9184 0q ` 94149 s J / ` -1 : 92.75 F/42�It K +91.09 . 7.89 !' i+�3.i3- Q , O 1�1\ a� m +82.28 1 +93.24 /"+89 73 87.9 co0. J \ 1 1 1PQf 1+91.84 87.221 91.84(p ` \ \«82.66 v, w'C 1 _ 90.70 \\� +A2.92 i�.� - +90.76 9 _ �� \\�\��_� , Q L� �. j In v \ _ -t86.99 °1- 90.05 /' s4.4>♦ -- _ - - / / ---9A co a /r N 95.07 In 1 1 1 +95.50 tD / j / r�.01 / ---/ 564 141.63 / / / ,9$< t-to�:io.los.'s§° HOWARD W. YOUNG, N.Y.S..L.S. NO. 45893 +69.721' 1 I o �'' '/ / �� 45893 d, I +104.89 i O .92.46 +9 .66 // � 1\100.29 � SURVEY FOR ROY RODRI GU EZ <ess +99.01 - / +96.91 �\ 99.62+ \ 375 ( �� 99. 9. &00:14 INI ROAD W 15a;0E) 11.4 LOT 19 "HILL CREST ESTATES, SECTION 1" � L 94. , » IL OAW H G 7• TO OR CON.97. At Orient, Town of Southold 3 .� I �.-79 TELE SII 1 i; CREST" D�'vE NQRH Suffolk County, New York V IV 1J'LL County Tax Map District 1000 section 13 Block 02 Lot 8.21 J 1i r 1 ae `I TOPOGRAPHICAL SURVEY 20 o i Lot. II�r \ Ion. \ \ ciaLot21 stEstotes, Section I Cre pe .Subdivision MAP PREPARED JAN. 20, 2004 Estates, Section 4FIV Hili Crest x< SCALE 1 = 60 r OPO Q MONUMENT SET MONUMENT FOUND STAKE SET STAKE FOUND JOB N0. 2003-0681 - jj \ DWG. 2003-0681-topo Young & Young p= IV LONG 400 Ostrander Avenue, Riverhead, New York 11901 ISLAND SOUND „ E 631-727-2303 40 44 " N 83 d W 54 25 Howard Young, Land Surveyor ev � E 121 46, S 85'50'39 E 17.70' Thomas C. Wolpert, Professional Engineer a. 58.41' Robert C. Tast, Architect Fla Ronald E. Pfuhl, Landscape Architect y 66 --_--- TIE LINE ALONG APPROX. 10�f+ �� Douglas E. Adams, Professional Engineer HIGH WATER MARK i`r� W E -- ---------7 BL ; �� --UFF------------- -------- aICU 1 a I j 2005 NOTE ji AREA = 1.5655 ACRES cfl O ` -,✓ ,,rs-10LD • SUBDIVISION MAP "HILL CREST ESTATES, SECTION 1" FILED O Co. TQ'`d.. IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON S N O �--.... AUG. 15, 1983 AS FILE NO. 7218. PIS 6 o SURVEYOR'S CERTIFICATION _ { --T • WE HEREBY CERTIFY TO ROY R O D R I G U EZ, �F� Cp S ;„ 1 / WACHOVIA MORTGAGE CORP. & FIRST gi 144 4Z fR N L AMERICAN TITLE INSURANCE COMPANY THAT ` THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF <D p PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE SSO ACIATION OF PROFESSIONAL LAND SURVEYORS. o NE CP � � W. ys Cp 3DB j,6�; , ,+?' J � ±.t••' ��^ �� O� < `5° HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893LO 4 � tA�q 1�d 0 O SURVEY FOR rib ROY RODRI GU EZ 1-1� . twig L ROAD W LOT 19 HILL CREST ESTATES, SECTION 1 _ 793.17' TO BROWN15000 $ HIL , CONG At Orient, Town of Southold DRI NORTH Suffolk County, New York HALLCRESTCounty Tax MOP Dist,lct 1000 Section 13 Block 02 Lot 8.21 FOUNDATION LOCATION SURVEY a \ Lot 20 a 21 Subdivision - 1„\ g< 3 i Lot Section ^� \ "Hill Crest Estates, , Subdivision - FOUNDATION LOCATION NOV. 4, 2004 j Section 1 MAP PREPARED JAN. 20, 2004 Crest Estates, \ \ � 19 "HIII C SCALE 1" = 60' 159 Q = MONUMENT SET MONUMENT FOUND A - STAKE SET A- STAKE FOUND \ �\ JOB NO. 2003-0681 FL 3 pl DWG. 2003-0681-foundation-loc 5 p Young & Young IV LONG ISLAND 400 Ostrander Avenue, Riverhead, New York 11901 S 7T `�O U N D 631-727-2303 N 83 54 25 E Howard W. You 00 44 ng, Land surveyor a � ry f 121-46, S 85'50'39 E Professional En 17.70 Thomas C. liolpert, f Engineer �. 58.41' Robert C. Tast, Architect Eva TIE UNE ALONG APPROX. Ronald E. Pfuhl, Landscape Architect `" 8 HIGH WATER MARK Douglas E. Adams, Professional Engineer 1 __j -------LO BLUFF — O ------------ NOTE AREA = 1.5655 ACRES �p . • SUBDIVISION MAP "HILL CREST ESTATES, SECTION 1" FILED 07 IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON d� S N O+ AUG. 15, 1983 AS FILE NO. 7218. 1"1 N� I O N _ e« ,` o SURVEYOR'S CERTIFICATION gill s 7 ` r--T�' • WE HEREBY CERTIFY TO ROY R O D R i G U EZ, cOgST� ` N / WACHOVIA MORTGAGE CORP. & FIRST AMERICAN TITLE INSURANCE COMPANY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF Jill, p PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE n ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. iu N O CP �y►3i CO � i�� a � OOsED14. C ,::r- HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 ° o� w LAND a OD O SURVEY FOR I "G j0 ig i ROY RODRI GU EZ � S HILL ROAD " 150.00 LOT 19 "HILL CREST ESTATES, SECTION 1" hill j9317' TO BROWN' W cmc- CURB At Orient, Town of Southold 15 ri RIVE NORTH Suffolk County, New York 1201 HILL CREST p County Tax MOP District 1000 Section 13 Block 02 Lot 8.21 01 FOUNDATION LOCATION SURVEY Lot 20 _ ` \ W Lot 21 Subdivision Section 1' gays po Subdivision — "Hill Crest Estates, �, FOUNDATION LOCATION NOV. 4, 2004 Section 1 MAP PREPARED JAN. 20, 2004 �„5 ,Hill Crest Estates, \ \ j SCALE 1” = 60' ear El — MONUMENT SET = MONUMENT FOUND A STAKE SET A= STAKE FOUND \ JOB NO. 2003-0681 FL 90 DWG. 2003_0681_foundation—loc I IV LAN Young & Young a G ISLAND 400 Ostrander Avenue, Riverhead, New York 11901 44" SOUNDE 631-727-2303 ,,•00 E 121-46' S 85'50'39" Howard W. You Surveyor l N 83-54'25" ng, Land Sury or E 17.70 Thomas C. Wolpert, Professional Engineer 58.41' Robert C. Tast, Architect lia; 71E UNE ALONG APPROX. Ronald E. Pfuhl, Landscape Architect ASS HIGH WAR MARK Douglas E. Adams, Professional Engineer W E ------_--- ---------rte ��_ _---------- ------- o N NOTE 2 AREA = 1.5655 ACRES tOS�. an • SUBDIVISION MAP "HILL CREST ESTATES, SECTION 1" FILEDyoll, O IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON S a Os AUG. 15, 1983 AS FILE NO. 7218. g O llY Irm -- T oanor e SURVEYOR N . ` S CERTIFICATION �` ` --T • WE HEREBY CERTIFY TO ROY R O D R I G U EZ, 55 �OgsT N WACHOVIA MORTGAGE CORP. & FIRST q2 '` AMERICAN TITLE INSURANCE COMPANY THAT "� THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF Z. �' 91 PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE FF LK � ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SUFFOLK C;GSsJi D Irr�f�`r":1ENT GF FZAL�{SE$hWS I� o APP OIM-OF Gr ,a I; � �x 0 v�:;�R4 FORS cu r^� _P p� F � ROCK V' (`� '`E'- 4r\ o s ViiF i7LL r.'--.,•', vF`v.�, i.:,'dL �'- Cp Date _/Z/00" " fo----------- ,> �` rIFY�' ,J'` �A1A pGE v TFA� S£'t'8C �1!„ e^.- 13 d a't fi C +, c 9i h 1 Gt e1 I12KB I .bG GPR3g P yIALL n ,_,,r ' �� R � E ' r a -.r!• :sp:,i:(SCJiEi aw kKmd to R$�i3 r. y F r 4d"x •�,ry GK R N 116 be.td C101. �: f t rf BZ-PR- �i$S 0 � , HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 l © � LAND C'i7::Csl•ui. (if;r'}.': 'f ?"�..5."_.,�:i�Fv UNIT RO rSS` ', w SFp NDS C E:c 41 11 .�..�.cR Xc'ter tWErllage ent 8V�6EOµ� RO O 'g35 i STONE BLENDSURVEY FOR Egli I DRIVEWAY \` J• IIIA ROY R OD R I GU EZ �b ELECTRIC I HEDGE _793.17' TO BRO�N►`��S HILL ROAD CURB 0 LOT 19 "HILL CREST ESTATES, SECTION 1" two TELEP►IOP�B � �" At Orient, Town of Southold � �� ST DRIVE NORTH Suffolk County, New York IV, HILLCRE County Tax Map District 1000 section 13 Block 02 Lot 8.21 F— 1 IV AL SU F� N/EY pil � Lot 20 \ o t Subdivision — „\ <�_ Lot 21 Ction 1 ` FINAL SURVEY fflab5 Subdivision ,� \ ,Hill Crest Estates, Se DEC. 24, 2005 � FOUNDATION LOCATION NOV. 4, 2004 � states, Section 1 MAP PREPARED JAN. 20, 2004 "Hill Crest E t \ 2eMR SCALE 1" = 60' c 1 b – MONUMENT SET – MONUMENT FOUND A – STAKE SET A - STAKE FOUND C.E. – CELLAR ENTRANCE RO– ROOF OVER C– CHIMNEY JOB NO. 2003-0681 FS DWG. 2003_0681_fs , y 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS 1A c P" Cam, � J T P" P" SEE DETAIL 3 1�y S 2"x 1&PJDG� I NG"PREPRIMED F/J PINE FASCIASPRUNG C • SEP.08,2005 I"re" F/J PINE 2:x I O"RAFTERS @ 1 6"O.G —\ 2"x 12"@ I GRAKE BOARD NCV. 12, 2004 12 2"x 1 o"RIDGE 2'k @ O C. OLTEDGE I� AUG.17, 200412 12 3 I/2" r�e !1 / `I �12 CXS - (' � 3 1/2" JULY 29, 2004 FWAINSCOT SOFFITS /UPSTAIP5 31/2" \ �I"xG"WAINSCOT 5OFFIT5 ��112 EPDM RUBBER EPDM R BSERDQ ALL RIGHTS RESERVED 12 ROOF OVER Jai x /�GROOF ER5/4"X4" MAHOGANY DEKRJG FVC PLYWOOD O \ P/C PL OOD m OVER EPDM RUBBER THESE PLANS ARE AN INSTRUMENT DF MASTER BEDROOM ►ASLOPED /4"/FT. / � \ -IN WIND WELLS Y Q MEMBRANE ROOFING `' SERVICE AND ARE THE PROPERTY OF EPDM RUBBER O - ON A/C PLY SLOPEDBE PROSECUTED.HALLWAY RAM5 _ THE ARCHITECT. INFRINGEMENTS WILL 2 12 ROOFING ON 1/4"TO I' " •HOWER \ _7 G A/C PLY SLOPED / G" POPLAR BASE r G� I ro 1/4"TO I'o' MAHOGANY AN RAI WITIi TOP k SHOE �p WINDOW EAT NCLOSU 112 W/TAPPERED MOULDING (TYP. F� in = MASE BATH R M 6 ' � BALUSTERS THROUGH-OUT HSE.). 6"51 EP Q O I rte@ 6roC W/G"F/J PA5CIA CROWN ro "@16"O,C,- § <\ \ _ Iz \�1�• SEE DETAIL V 12 m m1 SIG G I -7/8 T 1 PR G50 @ I G"O.C, 2'-G" ro �. -7/8"TJI PRO 230 @ G-OC. yf I"x8" PREPRIMED F/J PINE 71 - 2"x G"FLOG 2 7/ '_1 -( ) 3 O NT - SOFFITS (SEE(SEE PLAN) 2'-Sig m 3 2 W/3 I/2 SPRUNG CROWN PLUS -3p OLNGM LVL PURR"x G"5.CEIJTER (1).9 MICROLLAM LVL L ODER510 FLUS IMIC x rl ENTER NSCOTTING 1.515 BILOCKING LVL �A 1 3/W7/ �0 2 -3/4' CROULAM Aft ROL VL "x G" CENTER 2" DIA. hIBtG •� BEAD WAINSCOTING LIVING ROOM PERMACA5T BEAD WAINSOOTTIN FDYER TO MATCH HALL A SOFFITS) G�" ^t (ALL SOFFITS) Y COL. TUSCAN Q (ALL SOFFITS) R m m m 6"PO L BASE COL. USC m G" POPLAR BASE DINING ROO 0 • 0 WITH 101'*SHOE BOOKCASE 12"DIA, H5*G ERMACA5T WITH TOP e SHOE • MOUL G (TYP. COLUMNS TUB AN STYE MOULDING (fyP 1 WOOD SHUTRS BY J THRO G -OUT H5E.), 1 NO B E WITH Q`� � THROUGH-OL�T hn� I TOP OE OL ING. O IG ('TYPICAL m I 1i � CLIENT OWNER SHUTTER C FT WITH BLOCK GER ON -)�� - hIINGES F TI BACKS. P - - V �I m m m\ r� FLR FOOTING ON UND15TUFZE m -(2 BRICK ON 4'TYI. J 7/8"TJI PRO O.C. s2, -7/8"TA PRO 230 @ 6"O.C. ,. 5/4"x4"MAHOGANY COMPACTED BLEND, I �DECKING SII xl6"GONG. O •• (2) -3/4'k9-I J \ •• FOOTINGS UNDER L 5 8 13ATT INE FACED R-38 KRAFT FADED __114;i m SOIL (TYPICAL), H 1 .9E MIC O RODRGUEZ 2'-4' 3'- " BATT INSULATION F C _ N ) 3/4'k9-I 2' TERMITE BARBER A pR ANCHORE 2 k I O"JOIST I G"O.C. _ 1.9E MICROL M LVL B/4"xl2" PREPRIMED 1.9E MICROL VL l t(2) -3/4 9-I/2" x6 ~ RESIDENCE D G" MI OVE (2) 2'xl0' GIRDER FIJ WATER TABLE wi LLAM LVL �+ 975 HILL CREST DR. N. L — — J -�' WI CB ABOLT5 (2P EP,9 LDL n FBN SEI DNT __ _J BASEMENT SILL SEALER. \ 3--b-F- 8 L — 1 �a ORIENT, NEW YORK BLOCK PER F_ PLATE DRIP CAP L _ m OLUMNS, (TYPICAL). CrfTICAL). - Lir BASEMENT J l_ — — J q� UNDISTURBED BLUESTONE BORDER ON 4'TH. - ` O"x!A CONC ON 501L OYPIC "D LCO3RJC RETE S WITH - /2"TH. r MIN) OVER ALUMINUM UM " ,I. FOUNDATION LLS OOTNOGA(TYP�IC Tw FOOTING ON - TER ITE FF, U� CONCRETE SLAB UNFINISHED 8' CONCRETE___- F (TYPICAL) tw SILL SEALER. WATER PROOFED_ \ H • 1 e"TPL CONCRETE ANDGMIL. MAGIC FOUNDATION WALLS -4 4'7H, CONCRETE STAB , L -J POLYETHALENE(TTT). PROJECT TITLE q q 4'TH. CONCRETE SLAB WITH W.W.MESYI WITH W.W.ME5YI I'4'rNrB"D FODTINGS WATERPROOFED I'4'NJre"D FOOTINGS ~ 3'-0'k3'-0"x l'-O" WITH (2)NS CONTINUOUS WITH "BLACK MAGIC" HAUNCH �3'-0"x3'-D'k 1'-0" WITH (2)R5 CONTINUOUS REINFORCING. REINFORCING. 5 E C T I O N (A*A SONG FOOTING RE-BAR5 (TYP). AND GMIL, CONC FOOTING RE-BARSrw(TYPICAL) POL ETHALENE P), NEW CONSTRUCTION SCALE: I/4" 1'0" 30'-0" 5 E C TION S56 DRAWING TITLE SCALE: 1/4"=1'0" Q: SECTIONS PRINT DATE SCALE ISSUE 5EP.08,2005 SEP - 7405 I 1 DRAWING NO. DAR a IT ISA VIOLATION OF THE G� gaT 1.SAD x>rcp UAiTI FOR ANY PERSON, I�A IUCENI �� DARES WNOFO UNDFRTFiE - L ITEMOARCHITHIS DRLTEITAHN ITEM ON THIS DNAWYNO IN AN` WAY.ANVA THORI J i6 ni Hp4� ALTFil.ATION MUST RE REF. NO. NOYEJ� ,SEALED,AND 9EE�- ?49ED 1%ACCOFIDANCE 03 2 3 t. 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 16 17 _ ISSUES/REVISIONS �Y 1 1 M r • 41 Vr pm! PON 8 • AG 18,_G�i I I 3O,_p, 1 6"DIA.SONO TUBE (TYPICAL). 6„ A7 A7 4,-H" 14i-g,. V J I G'l All r — - - - - - - - - - - - - - - - 26 - - - - - - - - - - - - I 3'-Ox3s0'k I,_p, -9 I/4" I- - - - - - - - - - - - - - - - - II l- NOV.04, 2004 V CON .FOOTING -9 I/4 v ro - - DETAIL 2 'I� 'II, /� 1 6-DIA SONO TUBE - - - TYPICAL) IN - - _ _ �/f�) ,m AUG.17, 2004 �/ 7i_ge q '�' - _ - - - - - _ _ � - - - - _ � JULY 29. 2004 m J - - / r Jm O BASEMENT U / WEATHER STIFF D _ ~ EL(-I'e-5/5'9 , m _ PLO') � d _ � o INSULATED STE L oil _ H m N DOOR. d in rl T.O.F. / a T.O.F. _ 9 rl O 004 L 31-01'l,31-01k1'_p" N �? vi y U - -��j ALL RIGHTS RESERVED u CONC FOOTING ° 4-TH. CONC. SLAB ::v - 9 L - - - - - - - - _ N FURN CE - - r� THESE FIAN5 ARE AN INSTRUMENT OF THE ARCHITECT, INFRINGEMENTS WILL - -� - 711 H Lo CRAWL SPACE / FLU ` SERVICE AND ARE THE PROPERTY OF N m - 1 - - C c • BE PROSECUTED. LINE OF BUILT-UP 9'-7 /5" 9'-5 5/B" 9'-5 5/5" T-7 3/4" T-7 3/4" '_ \ 1 r '^ - FLOOR ABOVE N ) 1 MICROILA�M LVL - - 3'-O"x3'-0'k I'-d' - - r - - r - - , ASH PIT - �} fr 2B -V -I -I ^� OONO.FOOTI NG f EQ, EQ, r�� IL (2) -3/4'k9J/�� 2 I-3/4x9-I/2 9-c p 14'-3" 5'-9" 10'-0" — — J 1 .9E MICROLLAM LVL L —I— J L — J L — J LrTQ, J O Q INSULATED SWEATHER EESTRIPPED r 8,.j. Q CRAWL SPACE -4"FOOTNG / 14'-q,i 9 Q P UNDER PARTITION ` 3'-0"x3'-0'x I'-0" 6'-6" I4'-6" WALL CON O.FOOTING a p 29 Q - Q ALL COLUMNS SID.INL- _ L V L _ IL STEEL WITH WELDED PLATES �— 9 CEAMIC TILE FLOOR. • Q B '- N -3' TOP @ OTTOM (TYPV ICAL), m 9 • WALLS t CEILING GYP. N ► 1 F - - - - - - - - - - - - - - - - - -1 d) E\L,(-IFe-5/ai� DETAIL I a m \ I R@7-5/e" O - _ BD. TAPED EPACKLED R L - r ')PAINTED. O L T - - - - - - - - - - - - - J Fy CLIENT/OWNER m _- - -_ - _- -_ IN J EL,(0)- m/ T BASEMENT FlNISHED - P t P IEM D7 OBE - - - - - - - �\ Q -~- - ro T.O,F. SPACE TAP D PA KLED 24 NT - - - - - CO QF NO - - - - - - V r r 2'-0'x2'- 'k ,O' J m a IRODRIGUEZ m F- — — — — — 29 T RESIDENCE EL(-1'S- /5'9 4s0° 4'-0 L- - - - - J 4i_Oii 3�_p,� 9 L - J 975 GARAGE - ~ ORIENT,L NEW YORK N o.F. = FURR-OUT CONCRETE O 41TH, CONC. SLAB WAL-5, INSULATE, o ENFORCED WITH Gy-.5D S FINISH W d' rw 1 G"D1A.SONO TUBE " I G"DIA 5ON0 TUBE r _ (TYPICAL). L_ J_ F- _ J -y{/ ('fl'I'ICAL). SLAB O Or TO ALIGN PROJECT TITLE WITH TOP AND DATION IT� _ WALL AT REAR AND SLOPE v -IL -I �� 'F E yFORWARD /4'TO I'-0" E _ �I L � J T J A7 1 q7 7L 7'-6" 1'-6" 10' r- TG'O'-o'�I NEW CONSTRUCTION I0'-9" 1 -9" FOOTING ON UN ISTUReED �^ SOIL O WICAL). L - - - - - - - - - - - - - - - - J DRAWING TITLE 9,_pi, 8i_pn FOUNDATION PLAN 1,-3,i b'_p�, 2' 6i, &' p,i 1'3"I 8 O 8 0 6 7T-6" 1 ^ D C B A A7 A7 AG AG PRINT DATE SCALE 4 p 155UE NOV.04, 2004 NOV -52004 DRAWING NO, FOUNDATION PLANrl AnMNFMAoll naO+lr&. E L 4"= IA � F SCALE: I/ 1'0" UMM&IY - AOIRER:'1'IONCFALICtlg4M, M N A11p O Ny REF, NO. 0323 t' 7 Itt,Wt.' • fK 11 4 I 1 12 1 [ G # 155M51 RfM5J0N.% OCCUPANCY OR A A P 0 ED AS NOTED USE IS UNLAWFUL 16 61F cy WITHOUT CERTIFICATE,' F BUILDIN DE OF OCCUPANCY 65-1802 8AM 4PM FOR THE HE)LE FOLLIOWING INSPECTIONS: DATA' TWO REQUIRED t*FOUNDATION BROWN 5ILTY SAN© , 5P FOR POURED�CONCRETE 2. ROUGH - FRAMING & PLUMBING �U CONSTRUCTION SHALL i,- 91 k 3 INSULATION BROWN CLAYEY 5AN& 5C MUST PEET RtQUIREMENtS.OF THIRI LONG' 13" THE 4. FINAL� CONSTRUCTION M ST BE COMPLETE FOR C.b. � J,0,00 QF y0P LT§ , 4"E /sLAN6 ; go �,jNEW 00 ALL CONSTRUCTION 5HALL' MEET.THE C�RTIFICATL z l NEW UNDERWRITERS - I SOUN REQUIREMENTS,bFTHECODESOFN D DROWN'CLAY CH I 1 -7 REQUIRED 545! YORK STATE. NOT RESPONSIBLEfOR 4 1 -0' ,YORK b R, CONSTRUCTION EARORS, 5550 344, LTM LINE! A40NG APPROX, — - 0 PA4t BROWN BILTY5ANO :$M FLOOD i HIGH WATER MARK 481 , COMPLY WITH ALL CODES OF COMPLY WITH CHA R"46" PALf BROWN f:tNr BAND SP 54' NEW N CODES - FLOOD DAMAGE FIR ENTION �L9473 9.4 0 YORK STATE &,TOW AS REOUIRED AND CONOITIONS OF SOUTHOLD TOWN CODE. - - -- - --Z(L�CZ P-WIT ab lees, SOUTHOLD TOWN 7BA CERTIFICATION OF • tOUTHOUJTOM PLANNING BOARD NAILING & CONNECTIONS — — — — — --- — — — V TRUSTEES LOT 10 — — — — — — — — so LTHOLDTO�N A— w NYS,DEC 5LJbj)f\A5ION - "Hil I CRE5T E5TATff5, 5ECTI?N III (VACANT) RETAIN STORM WATER RUNOFF PLUMBER CERTIFICATION — — — — — — — — -ioc ON LEAD CONTENT BEFORE PURSUANT TO SECTION 45 PLUMBING OF THE TOWN CODE. CERTIFICATE OF OCCUPANCY ALL PLUMBING WASTE - - - - - - - - - - SOLDER USED IN WATER &WATER LIKES NEED :TESTING BEFORE COVERING SUPPLY SYSTEM CANNOT — — --- — — — — — — 00 NOT PROCEED WITH' EXCEED 2110 OF I%LEAD. it FRAMING UNTIL SURVEY GO OF FOUNDATION LOCATION, H AS BEEN APPFfovtp,,, — — — — — — — — — — JULY-27, 2PO4 - A- moi, I - - - - \:- $4.4 -Y FOR op, BASED ON SURVEY ROY Rl6vRp',UEZ 924 V, 912�3 - LOT 19, ,"HILL CKE5T E5TATE5, 5E&ION 4 Thr!�E FW40 AJW-AN IN5TRUM9!t;T OF PRLOrrMY OF THe mcmile bgmrNT5 WILL AT ORIENT , TOWN Of SO OLD 6E oltamc 49 5UFFOLK COUNTY, NEW v COUTY TAX MAP N / O /F Di5TFicT 1600 5EC' TION I 13 JANE 5ELUAR 7� 14 7W (VACANT) [51-OCKC)i LOT�'6;2 1 LOT 19 5-7,94 if PREPARED JAN. 20, 2004 5mrem by 863 HOWARDW YOUNG i�91 84 LAND 51) -yop AREA, f .505 ACRES - - - - - - - - - - -92 -k-94, I - I I CUENT I OVVNCR 1111114VAONUMMT FOUND IN. 91 I ty 0 ROC)RIAGUEZ, A STAQ FOUND RE5tDENCE Olt 975, HILL CKt5T,DR N. y ORM NEWYORK V T P L A N SCALE: 1 ll��301 CP 3P.: Lp PROXCrTITLE �B + i0o 4fW:CON5TRUCT(O4 s 300W 17-TO OROWN'5 HILL[LOAD 'ONC.cuR5. 79.1 DRAWING TiTtr b0m ONE BOX I 5ITE PF. LAN L 20 1111 3 0,2004 CAW L U5DIV1510,2 J. PRINT DATE 5 N - �T-- T cpE5,r,. E!5TXM,!5,, "HILL 5ECTION IIss AJLY27, P004 (,VACANT) LQT' III! -go 20n3 j (VACANT) DRAMNG NO. A70NTHE OF T� IT ISA VIftN PERSON, LAWFORI -TINU Unuc- I"- TAM DATE EE Nor4y a 0 1-4 UNLESS A n DIRECTIO10FALIUMNO— ARCHITECIJO ALTERANY ITEM ON-01S DRAWING IN JTHORMW ANY WAY,04Y A AgRATIQN MUST an N 19D,51 D,AND bE,$CRI0E ,ANACCoFkDANC F N LAW. Wq TH 7, It Al 'j :4 it Jia• I r �,d t it 14 i$- - �,;; .. ':, . „ : .' ... - �t. ,` ":' •. 1 . `,., ;; ,r _ .. , `-. . , ,�,- , ,.`�" ., I I' " x i 1 ISSUES'-/REYIBIONS , - -1r4' x N b L! a , 3 � - _ '1 I, THIS PROJECT 15 CONSTRUCTION OF A NEW SINGLE CLASSIFIED AS ,FAMILY RESIDENCE: R9. — -" m m• 2THE HIPGHT OF THIS BUILDING (A9 DEFINED BY THE RESIDENTIAL CODE NEW T77R1:STATE • - m p is 20"i•.' i, . '.• , . THE PLICIM AREA 15 1464.9 SQ.Pr. P1R5T FLOOR --•z r _.. . _`,r{. . � . .� . r.. .! - . _540dKING m, m p&g0O.(4:'BECONO RODR, 4 - VE(UN ERWI5E I 1 TED) IN A 9L18: � � 1/2x 3. THE TYPE OP CfIgN 15 T1TE V(B), SJT9 _, - _, -w---- 01979 S. ANSI I AP 95, LESS 0TH ND GA 1 e ACCORDANCE . ( O , + �� A. ALI.PRAMNNG LUMBER 5MµL BE GRADE' TAMPED DOUGLAS FIR - l� � g) _ _ LARCH 9TRUGTU�IL'GRAD4 N0,2 OR FSEPfER N ILL pow ALL AMEMTHILiG TO BE APA RATED,:EXPOSURE I. THICKNESS AS INDICATEp. .' . n 9P.9'�t,ACNT QO t+ _ t- - " , C S/4'MW. TMI�GKNN , ALL EDGES OF,PLYYWOOD TOI TO BE APA RATED 511 BE9EON 50UD >; L ,CERA - TOP OP aI� - BUILT=U - - - - LT3 � .. •� tDGpNG GLUE ANO NAIL ALL SMEETS • �I YJ4'SPACE FRUNDATION �''3¢ - - - PPLOORIN,STUDY BLOCKING ., ' WALk. ,4 p - (PLR HT TO AUPN*TH.MUVAOOM). - D. A.I.I.' HEADERS 6'-O AND SHALL BE-9UFPORTED WITH DOUBLE + - ' 1fj - .� I•RIGHTS a,-Ox AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL - w1UP'ROOM BRIGIC FLOOR y 2'4i BE A'MIN OF all OR AS SHOWN ON DRAWING. . .�DY PROVIDE ( Y E 9'gL1D SWCKIp6;5MALL BE PROVIDED FOR ALL JOISTS AND FLOOR o - _T � 1 Lt.f., � _ BEAMS AS PER N.Y.B.'CCrK�E-0 11;3 NOTED ® Bill OC. MIN., - - . }'`� /� I L .:, , //y C U P( A PROVIDE 2K,5PACE POR AIR CIRCULATION IN RC10F. /—� D T / L" 1�f V F. DWBLE+�MLNO AROUND ALL OPENINGS OKYUGHTS, STAIRS', ETC.) ^' SCALE! 34 1 e• OR 6 NUP M DR AMING DRAWINGS. u .� G AS NOTED OE D FRAMING UNDER ALL PC>9T5 AND PARALLEL PARTITIONS OR ON ORAAl A - " '_ - M W CONNECTIONS SMALL BE PA9TENED WITH RATED , SCA4EL3/4f�lr'O", �'�} 4E I/©2 � ' - .. V ETAIL � A9 N D SCA n : '^s l!-0' ALL PLUSH OfSD C(DNN � - � GµVANITEhsME,TAL CONNECTORS BY 51MF90N"OR APPROVED EQUAL,. - 1, MAKING SCHEDULE SMALL BE A5 PER N,Y:9, 15UILDINGCODE AS A MINIMUM. r ' ALC ALL 2AJ EKrMWR,NL5 SMALL Be GALVANIZEDL5 AT 514 AND PLATE. J. PLYWOW'50VATTItOG Tp BE NAILED Bd 14NL5 @J 4"O.C. E7 MOK EDG15' '. . . AND Gd'RAIL. t12.O.q, INTERIdL'DIATE: .; K. ALL INT1966R AND ESTa7Edt FINL$ME5 TO;BE SELECTED BY OWNER. /Vl L ALL ROOF RAI•TERS SMALL be ATTACHED 10 THE PLATE AND'el WTH [W,,,✓. G:*VANIZED MLK.RICANE TYPE CONNECTORrS BY"51MPSQN-OR APPROVED ' �- _ f , . U DATIOS E HURRICANE E CLPS AT 7 - E ALFOR TIMBER PRFO GYPBD I - 1 PY ;IETER J0I5T,5 TO d11,WER LONNEL'TI S. (iLR.RD. 3-112' r GINEERE- UMBER SMALL BE J015T5-JO T5ANDLVL ., -. - SBLFJJG CROWN YP:BL7, M. it SRgDU�OR EOLIAL. AW..IOU`TB.GIRD AND H ERB SHALE HAVE BEARING _x CIM 4• A>at �� D L P S PPE INSTALLED AS PER MAI RES REC MMENDATIONS. Will +` MNiMU � B1N•L',EPLL -314'L�LRIMJ 15D AT ALL L 5MA-Se REWIREDNTS ATA _ 09t PQRj E HANDLING. STORAGEA D CTION OF OIMPO EINTB'SMALL .. I 1 NN•, r G AT FLOCSR ALL RICs�r69RRVE0 •t6r�� BL�tCMJNG I yr' 2Mp' .2'x4' _ ., . ., Se FyRS., C 3",1;X2 - .v ILCULA7ICN APER �MANUFACTURES (7N:RECOMMENDONS, THESE ftANS 41M AN BERV15,'�'AND ARE'1UENSTRUMEI!'L`OF j n aW + — - pTR.RD. ,. D6 LIVililLOADi A9 PER TAH R50 1.4. RPSIDENTIFI'CODE OF NEW YORK STATE. " THE ARCMLTeCr. INrPJNGEME,N75 WILL ` I — - .:-. M2' RSOP-'.:1,LER RENTS. BE PROSECUTED. q — ! trv. ., L + ..LaI SNOW OAP CALCULATED45 P51, ROUND5NOWLOA P -.-_ I/2P( , I'CR FIG. R90'1.2(5)RCNYS. _ �, I' .. + t ✓ k4 RGi1N0 , SO9MlC.DE5IGN CATAGORYB, I . +'. - .$u a +' '—IMG• _ .'�,. -A URE CAT ti 120 MPH 3 SECOND GUST, r li 7. P WINO ICU er N0 t W05 AGORY ". i�FDR Ih16•,CENTE tt'1' r - - _ TO E P EACH M N . PROVIDE FASTENERS IN - .- " IS CAD:WA{NJSCAT]'ING � : . � ',y 1 'w �f r �- ' , L ; . .; ..r' .5P NG � � � � �I/2.OR " � � p� „,' � DOORI��ANE{r9�AK�GO9.I�M BPLAG. CDL�I OP NEW YORK STAYERECUT TO MT OVER NOW CANS AND � �. OWN s 'ROUND o iNING roy.iOM 8. LOAD FATM.S„ARE yJDICATED BY 5EL7ION D . RU IN r]VM N AND _ AC�.N UP . LDMHN 9, CONNECTIONS SMALL BE BUILT IN ACCORDANCE WITH ANSI/AF/!PA Wi I®95. ak2O2 •.y PF.RIMLI''�RfStAM5 ' �I��I QIttfFN D NING RM OVf ` 1 fill . � ��1A� AND /^ KI I"IAN' 1 TAIL ' ar t'o CSI fN., pffTA1Lhow �'F „%^ , GUENTICX%•NCR A 'SEE 9E4"PIYONS u- I DANCE . �. ENT LN€�NCREST� N ` 875 I ORi YOM , - VENT . y I a", 41ATM 3 VENT 011 BATH 9 : VENT MASTER BAR � - SJUDilil it HAND K a. SIAfK. BINK 1 x " . a p' - :y .� ROJECTTITLE' N , `T � ��T' , � � � � RESIDENTIAL GENERAL NOTES r _ Ler E ST "ivy _ �..I'' � R1;$ RSI 7 >„ ' Bo. TL I' ! POP4A'R "'. .;. , - I, ALL WORKSMALL BE A4 T„E REQUIRE'MEIITS OF RESIDENTIAL - - �LF�'� TUB SH SECOND FLOOR .y - ,CC.ThE OP N.Y.B. _ - W f R�SF , NItW CQN5�F CnON raME BIDES 2: UMED 5014 DL'ARING CAPACITY. 1',6 111th ,Pt, - 4 ' '+.:. P �i • ” ; ., � ;,,,. .. - . . . S. CONCRETE TO BE AIAYN', UNREINFORC, k .Of70 ps. - 2B DAY TEST. AyL POOTN69 � O ,,��00 ,,99 N, UND1 • - ECK - 1 7b' T N 12 Bel(7Yi!,VRGI UNDISTURBED 9G11L MOULDING—� - - - :u - - LhE DPW UMYT - oRAWING'TI'fTJC - Iii,. S. LOCAIhON �_ - 40 Us 12 NG'POPLAR - 1, Y .,, . «� .ATTIC INION 9TORGq 200, 10 0960 DtWLJ 1 - 80 La. 12 U'.1G0 , _ . 3 VENT ROOF (N 45 LB. GRDD4P SNOW 15 LB. V30 ION O H . Y' ., IT I5AVIOLAT FT E 1 F + • ! G. ELECTRICAL WORK 'CONFORM TO RESIDENTIAL CODE F NEAII STATE UNLESSR CNTxIIN ERS _ . r 3 ,VENT 8_ WENT - r z,', ?' ANDANV APFUCA13LL _. MOWI:DING � . - ,, ,. � � � 4O UNDER THE I ON, . - FOWDER'RM LAUNDRY KACMEd .. - VIDE 9M DRl 'CTORS AND C' ARCHITECT O ALTER ANY ,+- I I„: _ AND THE NATIpNALZ4ECTWC CODE.' LOEli1,COPES. ITEMTHIS MMF EAD[Fk TO15 '(RJh UNDER POE LNL•L�ADRT�HERVr18E.ETeC[ORS. -ANYWAY"ANYAUTHOR1DRAWIN02ED I FR1NT DATE + " SCALE AS N,OEUP 5, S. ALL M JOI S. DOUDIr bT , N U ALTERATION MUST BE a I' UK LWASNING. , "" 1 PI9M z - 10. ALL ENPOSED WATER PIPING Al Hell DUCTS TO BE INSULATED. NOTED,SEALED',ANP .1 � - L 4 I. "I - • ' AND , SIhIK _ MACHINE 'BINK WASHER - I5 TO ' IN ACCCMWN WITH PREVAILING CODES DESCRIBED IN ACCORDANCE ' 11DLI.CONI$TRUGI�I��3N d8 GE �D/LTH THE LAW. v JULY 14 Ed44 ".y j(]L 312001 ' � M AND 5U* - . ' .. II , I , I U ,IIOW-E G1p58.-HATH ARSON GAS.' - DRAWIN "NO." f r .II ik5' ALL/�, (� +'.{ - TOILET'. , . '' -, rN ' I(IRBTFLOOR 13. T�e'AR A+S811ME5,NPRCSPt'1g71B11TY'FOR THE OPN'9TRUCTII?N, :r� I ,-,. LJATI IN : H, - , '<131F1U15.,,M 'Ii011J9,'T'ICHi NLQUE9,@tlUEVGl9.OR1'11170EDURLS, OR('OR, .., ., ; '','. , -' v , '. 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Q�— -- — A7� - -- — - — — 7� � —�—a � 14 S - 16'-0" 4„ rr S.0' g'- - DOTING t _ ro _ DETAIL 2 - 16'x16"CONC Y J - = L - - - BLOCK PIER - - N L L - - - - - - - - - - _ 1r - - � - - - - - - - - - - Aft - - - -- �t -- o - - - - - - - - - - — _ — _— o m - - - - q A m L - - EL(0) " BASEMENT / WEATHER STIPP D / EL(-1'b-5/8'9-- U F D5ULOOR TED STEL O T O.F. - - T.D.P. - P 02004 9 CONC.FOOTING I E' ro r o ,\ Q G Bi ? I N ~ ALL RIGHTS RESERVED J L _m _ 4'TH. CONC. STAB THESE PIANS ARE AN INSTRUMENT OF `� CE \ L - - - ` -. � SERVICE AND ARE THE PROPERTY OF _ CRAWL SPACE - - FURN N 28 I - - - - - - THE ARCHITECT INFRINGEMENTS WILL 9'-7 1/&" 3'-0'k3' S/a" _�--� � FLU M IL EL,(- b0 r 9-/ 0"x I'-0" - - e'-5 5/d' ,- T-7 3/4" T-7 9/4' -I L �' • BE PROSECUTETJ LINE K BUILT-UP T. a - FLOOR ABOVE — — CONC.FCOTING F I' (2) I�/4"x9-I/2" r. - _ � \1_ _ EO__ Eq +`If�. _ _ 3 0" T 1 .9E MICKOLIAM LVL -I F- -I I- - - -! A5H PIT-�� -- I r 14�_5,� L - H J L - J I 0'. 6 (2) -3/4'k9_I -- - -,�- 5 9 I0'-0" I.9E MICROLLAM LVL - r1 jI Om L - JwCAm ER STRIPPED L - - J L - �J LT \ J M 5'-4" CRA WL SPACE m 9 ° O DOOR.TED STEEL 6AD_ FOOTING y U 4" - 14'x" ER PARTITION 31 -0 "x3'-01 k I'-O" n (� 6 6 WALL CONC.FOOTING o LOW FOUNDATION 9 I WALL AT SAME HT, 9 '� - IJI�2 A5 CRAWL SLAB ALL COLUMNS STD Wf. I� - - - O - B OPE4 BOTTOML(TYPICAL) • - - - - - _ = _ DETAIL 0 D WALL5CEAMICEITI f BOOR - 3_ Lo r - - - - - - - - - - - - - - - - - - m EL.O.F85/b'q wap WALLS CCEILING GYP.- R@7-5/b" s l __ D. TAPED SPACKLED_ 0 —� `d k PAINTED. `r ~ CLIENT OWNER - - - - - - _ - L - - - - - - - - - - - - - - J - - - - - - - -�/ -2'- k2 k 1I'0 TA D NT OBE ��C;4 — L CO C. CE r - - - - - - - - - - - - - - r •. EL.(O'9 n m � IRC T.O.F. ASEMENT FINISHE05 P TAP D PA KLED I[4f i) 9 I/4' �� F P INT D. �•/ ro v r l L — — _ " FpOTNG — — — J r " RODRIGUEZ GARAGE 4._p.. °" — — — — r — — 23 — — --- — —� I — '�~j RESIDENCE T fi °, )4`0" q L — Y� 975 HILL CREST DR. N. D 4 o - - / - - - - - - - - - - - — — — — ORIENT, NEW YORK O 4'711. CONC. 5IA5 L PURR-OUT CONCRETE WALLS, INSULATE, REINFORCED WITH rw - W.W.MESH GYP.BD. CFINISH boBVrw sIAB Hr.ro ALIGNI - I G"x I G" CONC. '^ V1 BLOCK PIER - 6"x G" IlK — (TYPICAL) OCK.WITH TOP of AND5LOPE �� jI I� mlcAu. BL E WALL AT REAR AND SLOPE FORWARD /4"TO -0" L PROJECT TITLE A7 I' L + ` Y NEW FOOTING ON UN I.1 W CONSTRUCTION 5011(TYPICAL). fI J DRAWING TITLE -`� - - - - - - - - - �'J I ] 1 r -- - - - - - - -- - - - - -� - - -- - OftX3.1 tAG ' p^ a' o" e' MFOUNDATION PLAN 7 -a�_p�� A7 ' 9yp�D77'-G" Jim C A6 al PRINT DATE SGAIE r-1 1� I/4" = 1P_011 155UE JULqq iy APRIL 21. 2004 ¢ 14 Lw F O U N D A T I O N P L ANN M' DRAW NG N0. 4 IT IS A VIOLATION OF THE 5CALE: 1/4"=1'O" ' \ I LAWFORANYPERSON, yA.�pED ARCyiT UNLESS ACTING UNDER THE O� �pT ADIRECTION OF A LICENSED oy " I' ^000ARCHITECT,TO ALTER ANY _ , ¢ A; A' + ITEM ON THIS DRAWING IN 11" * "�,�.�.I'� ANY WAY.ANY AUTHORIZED - ALIIERATIONMUST BE - ~ NOTED,SEALED,AND 40Q� DESCRIBED IN ACCORDANCE O REF NO. WITH THE LAW. 0323 1 2 3 q 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS i M r • 2'-10 3/4" I0'_0, i_G�� 'I 8�_0�� 0 B-0y 77 6 V �2'_G�� I 2:��� 5�-y��- _ Syy�� 2-3� 6 4 7 2�-p,� 8�_0�� SyO�, 2�-0� 4S2 02�� S 0 10�_0�� 50 2'-103/4" f BRICK CCMrA ET IN • 4"TIM COMPACTED M BLEND WITH I'-0"WIDE I (:A& BLUESTONE BORDER. _ — IAI I I � I 6 A 12"C)IA. HBBG FE A6.) COL�IJJMNS TU CAN STYE — I — -4- — 1.9E MICROLLAM LVL 0A� mri - 14 _ BRICK STE ON 4TH CONC. 5 'BRICK STEP O 4'TH. CONC. SLAB ON A71j LINE OF ROOF OVERHANG I . - - \ m - -BRCK 5T PON 4'TH CONC SLAB - INE OF ROOF OVE ANG O - - - - T i4 "" - - DR 'T 7 T oi lig Iii -�T DROP SOFFIT DecorcATVE 1 BFAMS R5 ri - - - - - rt - - _ ® - - - - T - - - �- w _ 2 / 2-6" '� p -- - - - pp �� ��3'-0" HT � � ALL RIGHTS RESERVED z / - �- BRICK ON 'TH. ) K H ro BOOKCASE >< w U _ CONCRETE LAB _ 5'-O" 3'-6" _ o �1 1 DINING ROOM j - r m r'A w ¢ w O m m O THESE PLANS ARE AN INSTRUMENT OF m STUDY f 4 1�: l - - - - - - - -m THE AREANDARETHEPROPERTY OF m Z U �I THE ARCHITECT. INFRINGEMENTS WILL -L L KITCHEN- - - - - -�- - - - �`_YJ S- HT. LIVING ROOM • BE PROSECUTED. "IOzO KCPSE 5/4" MARBLE gU BRA71LI N CHERRY FLOORING a ti L9 �— G P �.s�� 3�_6�, I I ` N EARTH og � aIB r § v — DROP \ HoeHANDRAIL- O BUTCHER m --- — _ - REFRG 1 soFFITs IIS ro0 4 2 _ - . . - - - - - —_ UNDER CO TERM 7 m v- -G - HE m �I BLOCK COUNTER BEAM a _ - TOPS. 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ROOM � / ° LINE OF�� + 0 ER PHF PO TU ri o (��\�)�� HN�� _ _ -_ ANDING uP � RODRIGUEZ m oO[ a BRICI K,9TEP V M j OVERHANG ER 16 Q -I/ " j o a. oN4"SAB 1 - - - - - 1 - - � - - _ - _ J _ RESIDENCE z GARAGE 0 — N r 975 HILL CREST DR. N. 50 K - 4 IDI ORIENT, NEW YORK 5/8'TH. FIRECODE GYP 8D. I r6TE C SH LVESIow TAPED SPACKLED (3CTS) �- LINE OF ROOF OVEP.tHANG _ Aft AND PAINTED --f WALLS G CEILING BRI K ON 4' 1 '^ r w` o .875 TJI PRO 360 . CO ' PACTED LEND BRICK STEPS WITH 8L ESTONE BORDER V 4TH CONC SLAB M oN 4"TH CONCRETE S;wB _ q REINFORCED WITH O W W.MESH h �I 1 2" DIA. HB4G FERMACA5T COL5. r `� IITUSCAN SME ON PIERS z9-I/2" CERICK OMFAN4'IfH. rF1 PROJECT TITLE E SLAB HT. TO ALIGN A,7 (TYPICAL). (2) -3/4" _ _ COMPACTEDI f4EN�. 'A7 WITH TOP OF FOUNDATION T .9E MICROLIAM -_ __ �J WALL AT REAR AND SLOPE LVL L - - y FORWARD I/4"TO I'-0" - - - - -- - - - ` 1 I LINE OF ROOF OVERHANG = NEW CONSTRUCTION OVERHEAD GARAGE f- DOORS CARRIAGE e? m DRAWING TITLE 5TYLE BY WAYNE m - DALTON INC:- _ FIRST FLOOR PLAN g ' � A 3' o^WIDE BRICK APRON `30/ A7� ON GARAGE SIAS - i I CI Gil 5�.3�� 4 G�� 4._G.. 4'_0' 41-011 7'_0" 7O� q._p.. V-011 4r G" 7'_p" 4'-6" I'-6" MAOPRINTDATE SCALE 5'- 9 0 8 0 r-1 11411 = 1'_0�� z I',p 7T-G" ISSUE APRIL 21, 2004 JUL 14 2OU4 �H// 'CLINF OF ROOF OVERHANG DRAWING NO. r—N pm F l R 5 T F L O O R P L A N I IT IS A VIOLATION OF THE PE0 ARcyy LAWFORANYPERSON, AE T r /� UNLESS ACTING UNDER THE EPj I'BAO c� 1.01 AW SCALE: 1/4"=1'0 ACHITIECT,OTOATER ANY A LICENSED � L I� ITEM ON THIS DRAWING IN aft r ANYWAY,ANY AUTHORIZED r� ALTERATION MUST BE AO NOTED,SEALED,AND B NT ~ REF. NO. DESCRIBED INACCORDANCE 323 WITHTHELAW. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS 1A K v M B A w^ A7 ' _ rr 77'-G" ` r / 9. 01. 3 ._p.. • 21 -- J p" y_ y,_p" 4,_6„ 7,_I, IS'-1O" L 7_I,� 4�-p,� 4'_0" 4'_ I,_6" M4 -�— 3NZ2 CHAMFERED PINE TOP t BOTTOM PON _ I0'-0" RAILS WITH 1-3/8" 10'-c. 1E 50. BALUSTERS LINE OF ROOF OVERHNG 4�O.C. �. I LINE OF ROOF OVERHWNG BALCONY 5/4"X4" MAHOGANY DECKING OVER EPOM BALCONY_ MEMBRANE ROOFING 1 hG"STEP-�_ 6"STEP 12,) B rEPDM �R�IAIBBERIf R OPI(J GNOVER _ m MC PLL'SUBSTRUCTURE 7) 1 BOYS BEDROOM I r 151 GUEST 6E OM MASTER BEDROOM MARBLE SLABUB N • 4" 3 BRAZILIAN CHERRY � [ - ' AROUND TUB FLOORING (P/P) - r-` t OR - �- T v 2" _ 15'-6" 5HOWE4 �, �`� � � RT 42 HLA /L " M TER BA Rp_ nPAO 7 uz^ �� 2 122 23 24 9 w — _ 4w 55 1/2' / I'-8"_ b UPOLA ABOVE O - - LLEE FU L5A, E TUB 4- "0 ` AROUN O4 \ / /�U' - HT., ISR 8" clCo W 4 O � n m �� e 2 9 z'a^ a'�" 4 0" a''-1 1^ ' " ' ` 6 4068 „/� HT502004 REO �C 13V A I4�I 5 dl ALL RIGHTS RESERVED ( — — OI - N 3'-6 N \ T Ct 2' 9' 4'-7" 4' no- THROUGH-OUT (EXCEPT BATH'SJ r A THESE PIANS ARE AN INSTRUMENT OF m vJ v 2O lQ � SERVICE AND ARE THE PROPERtt OF f��\ BRAZILIAN CHERRY FLOORING N2BN1 5_10" 4'-0" m 3'-O" 2 g" 9'_p" 19v _ THE ARCHITECT INFRINGEMENTS WILL �� 3-0" 1 S'-7 1/2" 4'-6" _ 6y0" 2'_O" 4'-D" 2'- _ p CLOSET a • BE PROSECUTED. TILE FULL HT. o 5 4 RO IND I D WN a 4 v N p�, 111 17 668 v I'-9 I/2" 25TEP5 -- p 7 B AT _ V' HALL DOWN m BRAZILIAN CHERRY FLOORING 7 1/4.7 m CL057 v �? 18'-8" _ 8'-10" _ 0_0 WIN WINDOW' m WINS OT _ _ SEAT R T 36 HT. 41LE PLO R 25) N TpIN ET. -- - _ - C /OPI R AN RAI.N�LL __ _ M -�� /20A -�� 1,-0„ WI T PE ED ALI TERS m �� w l I WI THEPp T ME). ( I 3 �MEMBRAN EPDM BER IT �A OPEN N ROOFING OVER m �� 2'-0" 75/8 - 26) L�/ TO N' _ P/0 PLY SUBSTRUC URE 'V -- - W � - /o5 a � 1e0 �� E0 3'-69 3/8" 3'-0" _ 3'- -- I r � ry _EPDM RUBBER (� MEMBRANE (1 2)A50V E ROOFING OVEP y EPD�y1 CLIENT/OWNER 1 A/C PLY SUBSTPoUCTURE `MEMBRANE ER POO ING OVER r ` A7 A7 LINE OF ROOF OVERHANG NC SUe5TRUC UREj!,aovs BEDRooM z ILY — _ M RO " — --- RESI1DENDEN EZ CE 575 HILL CREST DR. N. D I I ORIENT, NEW YORK f II II � 118-- - - - - 1 -�— PROJECT TITLE 10'-6" 4'-6" 4'-G" 8'-0" I4'-0" 21 _O, I..i NEW CONSTRUCTION LINE OF ROOF OVERHANG B A M _— J A6 A6 DRAWING TITLE r r MSECOND FLOOR PLAN SECOND FLOOR PLAN ., SCALE. I/4"=I'O" B I y PRINT GATE SCALE pm 10 ISSUE 64 APPIL21, 2004 JUL 14 2004 DRAWING NO, PER IT IS A VIOLATION OF THE EU ARCH/ LAW FOR APERSON, �P T ���� UNLESS ACTING UNDER THE y1 PS I.RROG o •� r46 DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE ¢r NOTED,SEALED,AND 53A, a0 DESCRIBED IN ACCORDANCE OF NES> REF. NO. WITH THE LAW. 0323 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS 41H.13LUESTONE CAP. i` K Vr I \ ❑ ' i� FIELDSTONE iV• FACING _ TO CHIMNEY 4,, 11 LOUVERED VENT I"xG" PREPRIMED F/J PINE F_LOUVERED INSECT SCREEN 12 1/2"SPRUNG GROWN - �— - "zG" PREPRIMED F/J PINE REO CEDAR PERFELTIONS 12 P FASCIA W/3-1/2"SPRUNG CROWN n • FPSCIA W I"x8" F/J PINE RAKE - - / _ "z8" F/J PINE RAKE RED CEDAR PERFECTION5 _ W/ 5"SHEATHING. RE OVER OVER DN 202 MOULDING 50ARD WITH SOLID x BOARD WITH SOLID .�� CROWN (TYPICAL). W/ 5" EXPOSURE OVER SKIP SHEATHING. OVER DOOR k WINDOW CROWN mPICAu � � SKIP SHEATHING. V -----.- - 2 CASING WITH LEAD COATED . J� 12 COPPER DRIP CAP(1WICAU 2 pow 12 _ 14, 12F_ �I 12 • OK WOOD SHUTTERS BY- SHUTTER CRAFT WITH 2 O WOOD SHUTTERS Oak HINGES 471E BACKS. G� SHUTTER CRAFT WlITT H FLOOR LINE -� HINGES k TIE BACKS, 2ND SUB FLK LINE r" 12 FIN.2ND ELK _ FLOOR LINE ,� _ 6I v r L � I � 1 r LILL I IST SUB ELK LINE it ELK (�j� MAIN HOU5E FIN.FLR. STUDY / MR � ALL RIGHTS RESERVED RESERVED ~-I 100 COLUMNS BTUSCAN STYLET 5/4"x 12" F/J PREPRIMED TYPE C BILCO DOOR ml WATERTABLE WITH EXTRA CLEAR WHITE r OVERHEAD GARAGE DOORS CEDAR SHINGLES WITH WITH 12"EXTENSION te, THESE PLANS ARE AN INSTRUMENT OF r SERVICE AND ARE THE PROPERTY OF - - CARRIAGE SME BY WAYNE - WOOD DRIP CAP. 5" EXPOSURE THE ARCHITECT, INFRINGEMENTS WILL DALTON 19C. • BE PROSECUTED. 5 0 U T H ELEVATION AI % F SCALE. 1/4"=1'0" `� T M onk �A � C 47H.BLUE5TONE CAP. ^� E ❑ • T FIELDSTONE s \ FACING '- ., TO CHIMNEY CLIENT OWNER w -„ LOUVERED VENT W/INSECT SCREEN \ FA5CIA W/3-I/2"SPRUNG CROWN 2 COVER OPPER LADDOA D \ '�F F/J RODRIGUEZ BOORDWIINERAKO FASCIA�� "F"SPRWNGcRowN RESIDENCE xG" PREPRIMED F/J PINE zG" PREPRIMED z 3CAKDJ WITH SOLID °xb^ PINEI5OLI 975 HILL CREST DR. N. D 2 / WITH SOLID CROWN RYP ) 12 12 (TYPICAL). r�\r ORIENT, NEW YORK Aft z � r 1212 r PROJECT TITLE ❑ NEW CONSTRUCT 2ND BUD FUR UNE FLoORDN� ION C FLOOR LINE FIN.2ND ELK. -------------- ---"- - - -- � --- - _ �E= LJ� ISI F ❑III - - I I -- II C' NORTH 4 SOUTH 4r'fl ❑ ❑ �❑ 1 ELEVATIONS jill -� j I- 11 ❑I j I- IIS 1 s.`�'�� -_- 1 - 1 - - _- -- -- -- ❑ - _ _ _ � PRINT DATE SCALE `1-h ❑ - 1/41 1 Loll 1 sT SUB FLR LINE ._ - ❑ 11 ❑ i� L MAIN HOUSE ISSUE STUDY APRAL21. 2004 1 [UUw FIN FLR s � JUL 1 4 - ----- - — — — — — rA / DRAWING NO. BRICK STEP ON 471, CONC SIAB L BRICK PATIO SET IN 4"Th COMPACTED ISTEP ON 4'TH CONC. SLAB -EXTRA CLEAR WHITE 5/4"x 12" F/J PREPRIMED TYPE C JILCO DOOR CEDAR SHINGLES WITHIS OF THE ` WITH 12" EXTENSION BLEND WITH I'-0"WIDE BLUE5TONE BORDER. WATERTABLE WITH BRICK) IT LAW ANY PERSON, E SON, 5" EXPOSURE BRICK STEP ON 4'7H. CONC. SLAB g0 AFC WOOD DRIP CAP. PIER LAW FOR ANY PERSO UNLESS ACTING UNDER THEDIRECT e PZ I.RR c ARCHITIECT, A4TO ALTER ANY �u�O00�:, Oy2 NORTH ELEVATION 2 ITEM ONA THIS DRAWING IN ANY WAY. AUTHORIZED ff; A"f ALTERATION MUST D SCALE: 1141=1'0" DESCRIBED NOTED, IN ACSEALED,AND - CORDANCE �I-1C REF. NO. WITH THE LAW 0323 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS 1A 47H BLUESTONE CAP 'fir 1 i� FIELDSTONE i. FACED ^) -9 ra TO CHIMNEY. M u� w1A RED CEDAR PERFECTIONS . — "x6" PREPRIMED F/J PINE • FASCIA W/3-1/2"SPRUNG CRO I W/ 5" EXP05URE OVER F/J PINE RAKE J SKIP SHEATHING. 12 � BOARD WITH SOLID 2 �._ fX- CROWN QYPICAU 1 v 2 I..I 121 12 G 3s 2 6F-- 2ND SUB FUR UNE I'TH BLUE5TONE CAP. �G ELD AN 202 MOULDING ,DE '�� \ OVERDOOR C WINDOW '�Ly`��C �Yy'�� r CA5Q IG WITH LEAD COATED } : COPPER DRIP CAP(IWICAU II / 1 5'-3" 20 3 l �_ a • 3"RA OAK 'i�i -�" �,T.� = 12" DIA. HBtG PERMACAST BRACKETS - '� �i =_i 1� . COLUMNS TUSCAN STYLE �� G WOOD 5HUTT RS BY SHUTTER CRA WT-1 __ _ 15T SUB FLR LINE HINGES STIE 15ACK5 MAIN HOUSE 02004 ALL RIGHTS RESERVED POO L5/4"x 12" F/J PREPRIMED `EXTRA CLEAR WHITE TYPE C BILCO DOOR r THESE PIANS ARE AN INSTRUMENT OF WATERTABLE WITH CEDAR SHINGLES WITH WITH 1 2" EXTENSION SERVICE AND ARE THE PROPERTY OF EARCHITECT NFRINGEMEMS WILL WOOD DRIP CAP. 5" EXP05UU • SPROSECU ED. E r�N EA5T ELEVATION Air SCALE: 1/4"=1'0" T Ask M ISI — _ 1A r ^� 4'TH.SLUE5TONE CAP —� E FIELDSTONE li r 1 TOING CHIMNEY.�, CLIENT OWNER \` Mw l f i R L.MRODRIGUEZ RESIDENCE EO EQ 975 HILL CREST DR. N. D 12 rN ORIENT, NEW YORK RED CEDAR PERPECTION5 12 f W/ 5" EXPOSURE OVER 7/ SKIP SHEATHING WIN — 1"x6" PREPRIMED F/J PINE FASCIA W/3-1/2"SPRUNG CROWN -I"x8" F/J PINE RAKE ~ BOARD WITH SOLID PROJECT TITLE CROWN (TYPICAL). pw NEW CONSTRUCTION Adak 12 PIN - I"x6" PREPRIMED F/J PINE —G FIN 2ND FLP, FASCIA W/3-1/2"SPRUNG CROWN -I"x8" F/J PINE RAKE BOARD WITH SOLID CROWN (YPICAU. DRAWING TITLE POP a 3/4" ^m' EAST * WE5T —I 2" DIA. HBCG ERMACAST M ELEVATIONS COLUMNS TUSCAN STYLE (TYPICAU. '� EXTRA CLEAR WHITE —3OAK CEDAR SHINGLES WITH BRACKETS 5" EXPOSURE D PRINT DATE SCALE rwll I/4" - 1i-0' BRICK PIER ISSUE COLUMN FIN.FLR. STUDY BASE APRIL 21, 2004 JUL 14 2004 DRAWING NO IT ISA VIOLATION OF THE ^I LAW FOR ANY PERSON, L5/4"x 12" F/J PREPRIMED UNLESS ACTING UNDER THE PPED ARCyi r �� w WATERTABLE WITH 0�' SPS L Bq0 OT � 10 DIRECTION OF: ALTER ANY q y WOOD DRIP CAP. ARCHIITEM ON TECT,1S DRAWING 114 _ ANYWAY.ANYAUTHORZED , - —f• W E 5 T ELEVATION ALTERATION MUST Be NOTED,SEALED,AND r n DESCRIBED IN ACCORDANCE 3p1 yOe' SCALE: 1/4"=1'0 !'"A WITH THE LAW- OFN REF NO. " 0323 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS �A M r • J u SEE DETAIL 4 ✓M ri z"x I z^wi � — "xG" PREPRIMED F/J FINE • FASCIA W/3-1/2"SPRUNG CROWN -I"x8" F/J PINEC- RAKE BOARD im 12 12 2"x10" FUDGE I ATTIC PA"o G @ / 2'x10°RIDGE 2' TIES G'O.C.3 1/2" k .C.It /TI 2"x G" OLLAR- � 12 112e V 3 I/2" r aFxO. I2 _ I"xG"WAINSCOT \ - r SOFFITS - SCOT I"x G"WAIN 3 I/2" 'Y� - - 'c_: YW .: '_`81��] TJ - i SOFFITS MR ALL li RESERVED EFDM RUBBER F EPDM BEER 1 ROOF OVER O' ROOF _T1 ER / 2 G - 5/4"%4" MAHOGANY DEKING \\ ROOF PLYWOOD \� P/G PIL 000 OVER EPDM RUBBER T 1•. THESE PLANS ARE AN INSTRUMENT OF IN , BRED q MASTER BEDROOM - MEMBRANE ROOFING '� SERVICE AND ARE THE PROPERTY OF SLOPED I14"/FT. .'0�/° IN WAND W WELLS �/ x\ IN WINDOW WELLS/ '�\ EPDM RUBBER UPSTAIRS HALL N o - O4"TO OPLYO5LOPED THE ARCHITECT INFRINGEMENTS WILL • BE PROSECUTED. ti FRAMEL .S' =. ROOFING ON F COOPER OV L 6" POPLAR BASE HALLWAY 1GLASS 12 WITH TOP #SHOE IFFERES THOW NC PLY SLOPED �/ 12 5HOWER / �G /4"TO Cl- MAHOGANY AN RAI MOULDING -1 11 6 �¢NCLOSU BALUSTERS w WINDOW EAT I 12 � THROUGH-OUT HSE.). O = MASE 'ATHR M �6 6"S EP 7 C3-1/2" m / SEE DETAIL v 1 12 ttI \, 12 TJI PRO �/S 'XG" F/J PINE FASCIA 6� -7/e'G' O G50 @ 1 6°D.Q b /9- /2"SPRUNG CROWN - 30 @ @'O.0. uL @ 6"O.C. I 1 7/8"TJI PRO 2 p -G" DROP SEE PLAN) 5 3'-2" W/3i U2ESPRUNG PUMED OJ (2) 3/4 „FINE (1.91f2) 3/'hROL LVL CENTER BFAD -(2) -3/4 ^ NT r SOFFITS GIRDER 2 f -- PLUS 30CK NGM LVL "x G" CEN 1 9 MICROLL4 J JI FLUS 1 1C x1 1 7/ " .9LV- B OCKING LVL �+v _ 6„ x9-I/2 OIS 5'-8" VE T I' 11_81, M LVL FUR ^. q WAINSCOTTING 4w 1'kG" CENTER _ 3-01 _ i 12 DIA HBIG TER (ALL SOFFITS) ml TO MATCH HALL o :G BEAD WAINSCO TING -� p' O LIVING ROOM PERMACA57 _ BEAD WAINSCOTTIN FOYER - c (ALL SOFFITS) DINING ROOK m� Q _ (ALL SOFFITS) _ COL TUSCAN 6" POPLAR BASE • m in G" PO L BASE STYLE (TYP). WITH TOP#-yIHOE b WITH TO *SHOE BOOKCASE_ I 1 2"DIA. H5AG ERMACAST MOULDING (iYF. COLUMNS TU5 AN STYLE --�`I THROUGH-Cf HSE.).- WOOD SHU ER5 BY- -THRO<1GT1-0UT HSE.) "xG" B E WIThI rs�Up`V (TYPICAU - 111 O OP4 OE MO INC CLIENT/OWNER SHUTTERC FT WITH I - / -- � HINGES TI BACKS. T - r _ _ _ jL ��ni' �� S TJ9E MOICROL @M LOC _ V d� 1-7/6"TJ — N �YU� ,? s'-a BA IN S 1ri 9EMIakFli 16 a/a sL- — RODRIGUEZ JI PRO___ @16'0.0. s4 , I R-3BuuT(FAceD R-38 Ki FACED a' im RESIDENCE 30' BATT INSULATION 7T (2) I-3/4"z9-12 �� CONC.HAUNCH D / 8-8" 2' 4' U BwcKONa n.J sEMlc ou M vL cONC.HAUNCH —� O \ 975 111LL CREST DR. N. / o L ._I FOOTINGS UNDER .9E MIC OLLAM LVL `- 2"x G" CCA PLATE ANCHORED 511 2" PREPRIMED J COMPACTED BLEND BRICK STEPS WITH I- /T'TH. � - _j COLUMNS FOOTINGS UNDER - F/J WATERTPBLE W/ BLUESTONE BORDER ON 4'TF7 - BASEMENT WITH OVER 18" BOLTS (2 PER SILL 1 ORIENT, NE1J1/ YORK COWMNS, r. BASEMENT BASEMENT MIRITEBARIERALUMINUM AN WOOD DRIP CAP CONCRETE SIAB '� TERMITE BARRIER AND T-YFICAL). r FINISHED _- UNFINISHED SILL SEALER. rw - 2"x G" CCA PLATE ANCHORED J V WITH 18"BOLTS (2 PER SILL V MIN) OVER ALUMINUM `- 8'7M CONCRETE TERMITE BARRIER AND - J . d' SILL SEALER _ — — — — — — — i FOUNDATION O WALLS __$$ 1 _ _--J — — -� - &TH. CONCRETE 1 -4 i 4'TH. CONCRETE 51AB - -J L -----J J WATER PROOFED "SJ \rWITH "BIACK MAGIC" -4"�, 1C FOUNDATION WALLS )1 14'Wx8'D FOOTINGS �� PROJECT TITLE 4'TH. CONCRETE SIAB I'4"W%B'D FOOTINGS - WATER PROOFED WITH W.W.MFSH L AND EMIL WITH W W.ME5H - 3'-0"x3'-0'k I'-0" WITH (2)N5 CONTINUOUS WITH "BLACK MAGIC' REINFORCING. HAUNCH 3'-0"x3'-0'k I'-C" WITH (2)N5 CONTINUOUS POOTTHALENE RYP). REINFORCING. CONC.FOOTINIG RE-BARS (TYP). CDNC.FOOTING RE-BARS (TYF). AND GMIL ry 5 E C T I O N AA (TYPICAL) POLYETHALENECrYP). (TYPICAL) NEW CONSTRUCTION SCALE: 1/4"=1.G., A6 30,-0.. �Ilf, PER 5 E C T 1 O N 88 DRAWING TITLE Aft .r SCALE: 1/4"=I'0" "-' II: SECTIONS M pm � R PRINT DATE SCALE V r-1 /4.. = 1._0.. (� ISSUE APRIL 21, 2004 J U L 14 2004 0I DRAWING NO. IT IS A VIOLATION OF THE PON LAW FOR ANY PERSON, SPED ARCryxT UNLESS ACTING UNDER THEe��OI.BgO�Ps r A6DIRECTION OF A II wo ARCHITECT,TO ALTER ANY , , IT EM ON THIS DRAWING IN x ¢0 ANYWAY.ANY AUTHORIZED � H ALTERATION MUST BE NOTED,SEALED,AND S oQ DESCRIBED IN ACCORDANCE 1 WITHTHELAW. F REF. NO. 0323 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REV15ION5 - 1A 2"x 12" RIDGE r M +teax 2"xl " RA E @ "O C. A CSP CE ��3-I/2"SPRUNG Sg CROWN 12 • � ,�. rT7 IP Wj (1 SYS � � �� 'N s wu (NJ12 ,, BERBOYS BEDROOM 212 y-/' 2'kG" COLLAR TIES@ 16O.C. OM RUB STAIRSBOYSBEa) DROOM I� RROOFING ON FREI2E BD. � m I G' PJC PLY SLOPED/5CREENED VENT- GUEST BATH I/4"TO I'-01,� L • HALLWAY 12 d NII m N I FLRAft _ -7/8"TJI PRO 230 p c'.0 C. FUR y x _ 777 - /8"T.�I PRO 3G0 6 C. - - -7/8" JI P O 36 @ "O.C. 83/4" _ - - - - R-38 KRAFT FACED - 5�- 5/8'TH FIRECODE GYP.BD. BATT INSULATION - - _ = ONOW 4'M O�LDING r _ BUIL IN ' C m WAINSCOT- AND FAINTED TAPED LED (3Q5J _ - - - _ BATTEN O! WALL ® �,� - BEN W/ SOFFIT WALL5 t CEIUNG p ? UNI E MUDR __- o 3KA" CEDAR GARAGE DEN • BRACE @ SLAB HT.TO AUGN I'kG'BASE WI H UNDER C LINTER MAIN FLO R MAIN.FLR m r WITH TOP OF FOUNDATION MAIN FLR G TOP SHOE OULOING + _ WALL AT REAR AND SLOPE --� ___ m m - FORWARD 1/4"TO I'-O" mi 471CONCRJETE Nw FUR V -7/8"T _i FLR - - IAB _ FLR WITHORCING9H /A"� 1 V i �� COVEREDAPRON REINFORCING _ II-7/8"TJI PRO 23a IP" .0 BRICK ON 4"TV.�� •� ,9E)MI CROLLP, 2R0 280 @ P"O�0. 2 �BWCK ON 4'TFT. z L BUILDUP PLi00R HT, R-38 KRAFT PACEDSPACE @ q o m2004 COMPACT Bi END BATT INSUTATION II, aK ALL RIGHTS RESERVED m m O U NL COMPACT BLEND 2"xG" CCA PLATE ANCHORED - TO MATCH BRICK FLOOR. CRAWL 5 C m o2 THESE PLANS ARE AN INSTRUMENT OF 2"xG" CCA PLATE ANCHORED - o m U CRA L SPACE �j WITH 16'DOLTS (2 PER SILL a '`BRICKFACED �p WITH 18"5CLT5 (2 PER SILL pjj �A MIKMI= RRJ5R UM J I 4 J 2'TH CONCRETE SLAB , - TH CONCRET - - TELRMITEAB RKK ER AND � g m THE AKE AND ARE THE PROPERTY OF C - , J HER, mw MIN) OVER ALUMINUM -SILL SEALER. LER ANS _ L_- - J m 'ThL CONCRETE BE PROSECUTED.INFRINGEMENTS WILL SILL SEALER. i &' 'E FOUNDATION WALLS • BE PROSECUTED. FOUNDATION W(ALL5 WATER PROOFED r WATER PROOFED WITH "BLACK MAGIC" Ir WITH "BLACK MAGIC" F AND GMIL. AND GMIL S L C T I 0 N %DDPOLYETHALENE((YF).ECTION %cc AND G IL. SCALE: 1/411-1101, ~ SCALE: I/4"=1'0" M 1 1,: I CEDAR RIDGE CAP TYP - • DORMER FOR BATHROOM BEYOND_ 2"xl2"RIDGE f i 2"x 10" RAFTERS@ I6"O C CLIENT/OWNER 2"x&' RIDGE RODRIGUEZ - RESIDENCE m 975 HILL CREST DR. N. rORIENT, NEW YORK �11I r n n G" gi Non N � PROJECT TITLE low Aj - �� L IT1 1-7/8"TJI PKo 3GO @ I G"O.0 r L ( � - - — ^ NEW CONSTRUCTION \/ '5/8'Tn. FIRECODE G P B DRAwINGnrE TAPED 5PACKLED (3 5) ' AND PAINTED TO r MUD Aft o �nRA�e JI C POO SECTIONS MAIN FLR BUILT-UP L7 WOOD FLOOR L FLRT - L , B �_ _L- - - - - - _ - _ _ _ PRINT DATE SCALE 1/4" = I'-0" w — — _ — — — — — — — ISSUE p� q Y1 APRIL 212004 JUL 14 2"x G"CCA PLATE ANCHORED - �• 03 SLAB HT.TO ALIGN DRAWING NO. O WITH I8" BOLTS (2 PER SILL Cnw WITH TOP OF FOUNDATION MIN) OVER ALUMINUM r , m WALL AT REAR AND SLOPE TERMITE BARRIER AND FORWARD I/4"701'-0" � 8"TH CONCRETE IT ISAVIOLATION OF THE SPED Aqp SILL SEALER. r FOUNDATION WALLS LAW FOR ANY PERSON, �� WATER PROOFED UNLESS ACTING UNDER THE 00 o� 1•� SECTION EE WITH "B ACK MAGIC° ARCHITECT TODIRECTION OF A LICEN k ¢0 2 ~ AND GMIL IN FOLYETHALENE(fYF). ANYWAY THIS DRAWING E ANY WAY.ANY AUTHORIZED : f L� ALTERATION MUST BE SCALE: 1/4"=I'0" ' `7 NOTED,SEALED,AND 4� COQ DESCRIBED IN ACCORDANCE FNENI REF. NO. WITH THE LAW. 0323 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS O 2'-11" ❑ o I I w vY ❑ U�1 oL w W p 2 1 F 00 0 ��• 7-I o °kt � /4 s w3 r N m ¢¢ O ❑ 0 1 T-p OI. THIS PROJECT 15 CONSTRUCTION OF A NEWSINGLE FAMILY RESIDENCE, CLA551FIED AS R-3. 2. THE HEIGHT OF THIS BUILDING (AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE 21001 M \ m m o_ • BRICK —► N \ a CONC. BLOCKING THE AREA I5 FT E FF1484.9 5Q. . FIRST FLOOR I . — . — . - — — — — _ \ \ m m 7 /2' 1 G03 9 5Q.FT. SECOND FLOOR. J 5UB.FLR.—► \/�` ¢ _1 w I 3. THE TYPE OF CONSTRUCTION 15 TYPE V(5). 4. THE DESIGN CRITERIA IS PRESCRIPTIVE(UNLESS OTHERWI5E INDICATED), IN ACCORDANCE V JOISTS r m I r A ` JOISTS WITH ANSI/AF#PA WCFM-1995. - 5. FRAMING ELEMENTS: IC A ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- SILL —► z -� - -- ILL \ B. AlR5HEATHING 00 CH STRUCTURAL GRADE PAERATED, E)(POSURE I, THICKNESS AS INDICATED. ~ N NO.2 OR BETTER z0 BASEMENT i\ TOP OF �_ Q - - IPOLA C. ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR EXPOSURE 1, _ Q3/4"MIN THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLIDCRAWL SPACE FOUNDATION ❑ ❑ BUILT-UP FLOORIN STUDY BLOCKING BLOCKING. GLUE AND NAIL ALL SHEETS. WALL -' p O 3 (FLR hIT. TO ALIGN WITH MUD ROOM). D. ALL HEADERS C-0"AND OVERSHALL BE SUPPORTED WITH DOUBLEL IF) UPRIGHTS. 9'-0"AND OVER WITH TRPLE UPRIGHTS ALL HEADERS SHALL MUD ROOM BRICK FLOOR ST DY FLOOR 2'-4 AS SHOWN ON DRAWING. E. SOIDD15BE A LOCKINGSHALLLBE ROVDEDFORALLJOISTSANDFLOORD E T A I L BEAMS E 2 PER N.Y.S. CODE IR AS NOTED Q O.C. MIN . Ank PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. r DETAILF DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC) SCALE: 3/4"=I'0" DETAIL G. DOUBLEOF UUPNOTEFRAMIND ON G, UNDER ALL POSTS AND PARALLEL PARTITIONS OR odw SCALE: 3/4"=I'0" AS NOTED ON DRAWINGS. r SCALE: 1/2"=P-O" H. ALL PLU5H WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY SIMF50N"OR APPROVED EQUAL. I. NAILING SCHEDULE SMALL BE AS PER N.Y 5. BUILDING CODE AS A MINIMUM. ALL 2'kO STUDS SHA-L RECEIVE 5 106 NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS 5HALL BE GALVANIZED. • J. PLYWOOD SHEATHING TO BE NAILED 86 NAILS @ 4"O.C. EXTERIOR EDGES AND Gd NAILS @ I T(C.0 INTERMEDIATE. K- ALL INTERIOR AND EXTERIOR EIN15HE5 TO BE SELECTED BY OWNER L. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY°SIMP50W OK APPROVED ^, EQUAL FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL r PERIMETER JOISTS TO GIRDER CONNECTIONS M ALL PRE-ENGINEERED LUMBER SHALL BE TRU5J0575 JOISTS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS. WEB 2^ye" STIFFENERS SMALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A @/S BLOCKING) MINIMUM A SINGLE 1 -3/4" LVL RIM J015T5 5HALL BE REQUIRED AT FLOOR ALL R1G0 00 SERVED 3 1/2" O,C• / PERIMETERS. HANDLINIG, STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURES RECOMMENDATIONS THESE PLANS ARE AN INSTRUMENT OF G. DESIGN LOAD CALCULATION ARE BASED ON `� SERVICE AND ARE THE PROPERTY OFF i LIVE LOAD AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. THE ARCHITECT, INFRINGEMENTS WILL 2"xG" DEAD LOAD: CALCULATED AS PER R301 .3 A5 PER RCNYS.F • 15EE PROSECUTED MG SNOW LOAD: 45 P51 GROUND SNOW LOAD(AS PER FIG 8301.2(5)RCNYS. B" N SEISMIC DESIGN RYB EXP05U WIND UPLIFT AND EXPOSURE CATAGORY "C" FOR 120 MPH 3 SECOND GUST. INN CENTER BEAD WAINSCOTTING 7 PROVIDE 711 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WI NDOW5 AND DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN ACCORDANCE WITH TABLE I IGO9.1.4 BLDG. CODE OF NEW YORK STATE. FELDMAN 8. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS 50LID CROWN 9. CONNECTIONS SHALL BE BUIILT IN ACCORDANCE WITH AN51/AF/#PA WCFM-1995. #202 M I� OVERHANG qw ^ D E T A I L G PBD. 7" �' E SCALE: 3/4"= 'O" W ,I- QTR.FZD � I'k ,II BLKNG SPRUNG GYP BD. W4, 4„ AL50 5EE SECION5 ; —� CROWN ' 3 1/2' _ -- — — CLIENT/OWNER 2'k4" 2'k4" i w QTR R0. 4Ij I'x2" RODRIGUEZ m /2"QTR RESIDENCE D 1^xG" ROUND I� 975 HILL CREST DR. N. r ORIENT, NEW YORK m , CENTRAL BEAMS Aft SPRUNG IIT OTR IN KITCHEN AND r CROWNm RQUND DINING ROOM. f STUD WALL // alp If I"xC J r 1'k4'POPLAR 1/2"GYF.00. PERIMETER 5EAM5 R�pp PROJECT TITLE AT HALL AND RESIDENTIAL GENERAL NOTES r 3/8"x4"PINE WAINSCOT _ KITCHEN / DINING RM. I . CODE ALLOR OF N.Y. .. NAILED 0 S . YN. SEPSi THE REQUIREMENTS OF RESDENTIAL ,/I•�I PRIME BOTH SIDES. \\ il NEW CONSTRUCTION �Y 2. ASSUMED SOIL BEARINIG CAPACITY. [.500 Ib./5q.Ft. CEILING DET /\ ONION 3. CONCRETE TO BE PLAINV, UNREINFORCED, 3,000 Psi 28 DAY TEST. AILS NECK 4. ALL FOOTINGS TO RE5TT ON 12"BELOW VIRGIN,UNDISTURBED SOIL. r MOULDING �\ z 311= 11_Cdip TITLE "x6"POPLAR�\ 5. LOCATION LIVE DEAD DEFLECT LIMIT v pop 15t FI, 40 LB 12 U3GC r 1/2"x3/4"SHOE -� \ w 2nd FI. (SLEEP AREA) 30 LB. 12 U3GO ATTIC (NON STORGE) 20 LB. 10 U3GC ISI DETAILS MOULDING w p ROOF 45 LB. GROUND SNOW 15 IE. U3GO G. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE DF NEW YORK STATE AND THE NATIONAL ELECTRIC CODE, AND ANYAPPLICABLE LOCAL CODES. 1 f 7. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS. ITIS A VIOLATION OF THE 13 g. ALL HEADERS 70 BE(2))2'x8" DUNCES$ NOTED OTHERWISE. LAW FOR ANY PERSON, I� PRINT DATE SCALE 9. DOUBLE FLOOR JOISTS,UNDER PARALLEL PARTITIONS UNLESS ACTING UNDER THE - MR A5 NOTED 10 ALL EXPOSED WATER EPPING AND/OR HEATING DUCTS TO BE INSULATED, DIRECTION OF A LICENSED II. ALL CONSTRUCTION 15'TO BE IN ACCORDANCE WITH PREVAILING CODES ARCHITECT,TO ALTER ANY -•.;� ISSUE ITEM ON THIS DRAWING IN APRIL 21. 2004 JUL 14 2004 AND STANDARDS. ANYWAY,ANY AUTHORIZED - - � ALLBATHROOMS 12. ALLWINDOWS TO OETIIERMAL INSULATED LOW-EGLA55, WITH ARGON GAS. ALTERATION MUST BE DRAWING NO. NOTED,SEALED,AND 3 THE ARCHITECT A55UM1E5 NO RE5PO51BIUTY FORTHE CONSTRUCTION DESCRIBED IN ACCORDANCE A WALL SECTION SAFETYMEANSMETHODS, TECHNIQUES,PROGRAMS CES, ORONNEC PROCEDURES, OR FOR WITH THE LAW. SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH HE WORK. r THERE ARE NO WARRANITIE5. NOR ANY MERCHANTIBILITY OF FITNESS /��� FOR A SPECIFIC USE EX(PRE55ED OR IMPLIED IN THE USE OF THESE ,NEPER ARC I-112'=I'-0" y L PIANS. �O\50�PT 1.Rq �Fn 01111111 WAINSCOT DETAIL 4. DO NTRACTOR OTSCLE O VERff`Y ALL DRAWING . FOLLWDIMSBEFORE SIONSSTARTINGCONSTRUC ION. CO Z A DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. 5 REF. NO. oP� 0323 E NENIy 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 155UE5,REV15ICN5 ^z 93 3/4�L/a'�� 2" 2" 2" 2' 2" ° 2" 2" 12" _I, 8" 1 2" 1 2 / -2 1 "9 3/ 10' . -5 Z 'I 4a' I�2r 1 2�� 9 1 z' 1 z" z^ 1 z" RIDGE !� � - r - - - - - � lw N N III N METAL TIE 5TRAL MAY - - BE REQUIRED FOR N N 5LOPE5 EXCEEDING 7/12. ■� N - _ iu � III N III <V (V N N - 4 7 NII �II NI II II I' IIII II II II I � V v Iv 3'-2 7/1 G" R.O. N 121-3 1 1/1 G" R.O. Ev V-0 1311 6" R 0 /I I� — - --- - - - OPE AT J - -� N N � JOIST HANGER = -- - - - -- -- J _ L — - -- - J WOOD BEAM • - � - L — — — — -_ — — — — - .- — — -_ � RIDGEWoo (3) WUIFD3068 (1)W51'D 1201 (1)WUIFU9068 19 Oak CROSS SECTION END VIEW iy i 2'-3 1/2" r 2" 2" 2" 2' 2" b" s/a 1 Aim 3 /a" 3 1 6'-3 5/8" _ 121 - .IF III v 3'-2 7/1 6"R 0 1'-8 7/8"RLO ll-� K f2)WUI FDTI 616 1-- (4) WUIFDT3016 (I)WFCIR27502 _ N ry - N 10 rte\ CIRCLE rI 02004 ALL RIGhT5 RESERVED 4 - o O � w U rA THESE PLANS ARE AN INSTRUMENT OF N N_ 2'-3" SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL 13 I/4" 12 3/4" • 8E PROSECUTED. N G'-15/8" RO. ry I'-87/8" R. _ PROVIDE 4x 8d COMMON NAILS FOR LATERAL/SHEAR CONNECION AT RAFTER WALL CONNECTION (TABLE 3.3A) WFCM-1995 r.1 = L m N (3)WUIFD0008 (2)WUIFD 1668 N 2'-I" R0 r (4)WAWN2424 obAI I 1A FLOOR 2'-103/8" 2'-7" i, 2'-83/8" 2'-101/2" k JOIST • 15" 1 G" 6" " 3/8" 10" 10" 10" 1 0" 1 1 3/61, CD N r M N — K CLIENT/OWNER m p 2-17/1 G'K-O. ~ PROVIDE 4x 8d COMMON NAILS IN EACH END OF 1-1/4"x r O ww N M - - 0 n 2'-5" R.O N n u m 20 GAGE STRAP Q ROOF TO WALL, WALL TO WALL, AND v; Q N K m --- m _ O WALL TO FOUNDATION CONNECTION5ITABLE3.3B) ISI RODRIGUEZ III v (G) WAWN2825 2'-63110. (3)WUIFDT26IG u RESIDENCE o I N 975 HILL CREST DR. N. ° 31-01R.C. °� 2'-83/8^ K0. � — - - = r ORIENT, NEW YORK — — — (4)WUDH2416 Aft G34 0 - r f #8 WOOD5CREW (9)WUDH2G24 FLOOR ROUGH JOIST - OPENING WOOD ULTIMATE DOUBLE HUNG � � PROJECT TITLE PANEL 2'-I I" 1 NEW CONSTRUCTION 21-8 PER PANEL X CODE OF NYORK STATE I 0I14" — — — - DRAWING TITLE BUILD7/1 G"PLYWOOD PANELS I• UPLIFT CONNECTIONS 2-1/2"#8 WOOD SCREWS _ m o ° ^ DETAILS p 16"O.G. MAX. - " I IF SPAO.C. � CONNECTIONS DETAIL N OF PANEL IS OVER 6'-0"USE SCREWS Q 2' v v N L72'-G RO2'-9" R O. m 3/8' � PRINT DATE SCALE SCALE: I/2"= I'0" � AS NOTED } m L — — y ISSUE ro 4'-e" R 0. — — PANEL SIZES N - - (1)WUD112418 — -- — — — -- - (1) WCM3256 Gy APRIL 21, 2004 JUL, 14 2004 I/2"= I'-0" ti DRAWING NO. ' (I)WFCM5656 IT IS AVIOLATION OFTHE EPPOL ARCO/TF LAW FOR ANY PERSON, A9UNLESS ACTING UNDER THE �c�o00 DIRECTION OF ALICENSED ¢ 5i°I # 1�1 ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN - b ANY WAY.ANY AUTHORIZEDALTERATION MUST BE q1 y0Q NOTED,SEALED,AND DESCRIBED IN ACCORDANCE NES REF NO WITH THE LAW. 0323 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/ REVISIONS OKI 1A i� v^. i� PROi� M v Y • II � II II ❑ I I ❑ I "'" L J L - - J L - - J • r � r - - J J - - } - - - L - - - J L El F L _ — J I� L — — — — — — — — — — — — — — — — L - - - - - - - - - - - - 1 L - - - - - - - - - - - - - - L - - r' - J BASEMENT - - - - .- I II I i i II I • PORCELAIN POQUREB - � L - _ - - - - - - CRAWL SPACE - - - - �� _ _ `TT^ __ _- `iy� _ _ - r p Oak El T - - T r - -1 - - Ir L^ ALL RIGHTS RESERVED L — ' L L J o o O LEGEND r M THESE PLANS ARE AN INSTRUMENT OF `rTHE PROPERTY Of LIGHT SWITCH : SERVICE E ARCHITECT. INFRINGEMENTSWILL 3 = THREE WAY • BE PROSECUTED. 4 = FOUR WAY SD T I L = DIMMER L= uGHreD A � cz;;= OUTLET: CRAWL SPACE GPI= GROUND FAULT INTEROP 220 = 220 VOLT I .T � f ) _ 4- QUAD OUTLET 3Fl L - - - - - - - - L 1 / j �SMSURFACE MOUNT PROVIDED BY OWNER R2J - � R2 _ R= RECESSED PROVIDED BY CONTP.ACTOR J L - IL ,u _ =J- L K3= MOOS DIA RECESSED HALOGENS WITH WHITE BAFFLES r L J 14 O O RI- HALO 4' ^ — 7 RECESSED INCANDENSCENT WITH WHITE BAFFLES A, RE RESISTANT RECESSED FIXTURE - - - - - - I RC U 5T IRS ,� F _ SCONCE ^W R2 j J . R2 - "P - r - - 1 � PHONE L J ❑ CAN l V/- CABLE - - - - - - - J CAT - NETWORK CABLE • L - - J L - - J Y ALARM KEYPAD L - - - - - - - - - - - - J Y 4 THERMOSTAT � CLIENT OWNER GARAGE VENT �~ (5EE GROUND FLOOR PLAN) CO CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR ^ IRODRIGUEZ ❑ ❑ El ❑ - - LIGHT TRACK RESIDENCE �a SPOTLIGHT 975 FULL CREST DR. N. L - - J L - - J L — J L - - � ^ ORIENT, NEW YORK rr I I f I I I I I L O r Pik1 PROJECT TITLE .. ^I NEW CONSTRUCTION PIN DRAWING TITLE 00% FOUNDATION POO ELECTRICAL PLAN FOUNDATION ELECTRICAL PLAN 0 SCALE I/4"=1'0" EI PRINT DATE SCALE no om ISSUE APRIL 2I, 2004 JUL 14 Z004 DRAWING NO. ITOANYION OFTHE PED ARCH/l ✓ J LAWW FOR R ANY PERSON, - yq0 PA 1. UNLESS ACTINO UNDER THE BROWO DIRECTION,T ATERANLICENSED ARCHITECTREM ONA THIS DRAWING ANYWAY.ANY AUTHORIZED ALTERATION MUST BE - r NOTED,SEALED,AND 4� ,00 REF NO DESCRIBED IN ACCORDANCE F N0`� 0323 WITHTHELAW 2 3 4 5 6 7 8 10 II 12 13 14 15 16 17 l ISSUES/REVISIONS 1A Vr 1 �y 1 M r • �1 �1 Vr ISI © - - ❑o - - - -- -- -- ❑oma TO 2ND FLP M5TR.13DRM. II GFI ��-' 5 OTLIGHT - CT� -�y ��- -� _'I� - - .- - - SPO T CAN � � �N GAN � � � � � / � fi � � � V q � � LEGEND 1 (ijv R - - - - --- - -iRl --r— - - - - - — —�j — -- Z — I -- - - - - _T T -- �, • T T F DINING ROOM ` RI PI _ '� $ LIGHT SWITCH ,�RI LRI RI 3 = THREE WAYl o= EAY FOUR R CATV6 L= LIGHTED Ao VT— _ 5EJ_ __ __ CAT(s�r OUTLET GFI= GROUND FAULT INTERDPT I ` '/S J) 22 V `f �� - - L LCAT- - - L L - - - - - 1 T - - - L�/- - - - ' IA _ 220 = 220 VOLT I� _ R� _ � � ) RI �RI A iii � 5� 9URFACE 4 =0UAD OUTLET RI 1R y ti -� DR ER _ Y T J L 1 r rj I \ T� _ _ -- - - -- _-- _ l L-_ J.R R - - - _ - WHITE BAFFLES OUNT FROVIDED BY OWNER cgry cqr 4HE' 42 _ _ �). ( ) _ Cr' - �tL-RI - R R3= MOISTURE RESISTANT NRECOE55 IMU,eETH w ®2004 WFI'S SERVICE RIGHTS RPSERVED � ---_ -- GPI -`� - - - - - - -- - O WALL SCONCE T RI= HALO-V DIA. RECESSED HALOGENS WITH WHITE BAFFLES ^ q WIN �I � (IVl - �OAI I� - - _ _ -- l �� - _ _ _ SERVICE AND ARE THE PROPERTY Or HESE PLANS ARE AN INSTRUMENT OF _ HE ARCHITECT INFRINGEMENTS WILL - ED \�= �p' IDOWNPS �< PHONE • BE PROSECUTED. PI .LPI iKI RI T F STAIRS r- - _ - �F� I �I F _ -I' , i l-� _ ,I `i ^ _-I" I �11TR. _-' ",�K KIFR-I- CATV No- CABLE �; F SUB FANEL / \ - - I - i -- r ' ' rte- r L I -0 CAT5�}-- NETWORK CABLE r FOR FUTURE � I I I I I I � HALL I I I I j l I I I ALARM KEYPAD aI GENERATOR I , _ - - �Iy.� il� )R" �RI [Ij THERMOSTAT =RI R, iRI - {RI �r O QD VENT -- — o r T B E EN � 51D 1 CARBON m MONOXIDE DETECTOR C I _ ItrYS Y m �_K2 L _- J L- - -- __ - _ 44 ` GFI _ '-° T - ' - ' - ' _O UI 2� SD SMOKE DETECTOR WALK-IN FOYER UP - - LIGHTTRACK 4w L s ��-�-MPowDER aosE o UP rAl SPOTLIGHT "'' E ROOM _ L -- - I • - - • GARAGE ) -L F r i i �lw CLIENT OWNER WIN RODRIGUEZ O DRIVEWAYRESIDENCE GARAGE DOOR GARAGE DOOR LIGHTS o' 975 FULL CREST DR. N. OPENER OPENER C I r 1 ,mw ORIENT, NEW YORK 1 - -tt1FFl / PROJECT TITLE Fy `�= C 5 s NEW CONSTRUCTION Oak DRAWING TITLE - - - - - r Oak FIR5T FLOOR POO M ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN 0 a R 0 PRINT DATE SCALE V `,SCALE I/4"=1'O" E2 r11 /-V = I'-0" 12 ISSUE �I APRIL 21, 2004 JUL 14 2UU u DRAWING NO. FM IT IS A VIOLATION OF THE UNLESS ACTING UNDEANY R THE WC�S��POL BRo T A DIRECTION OF A LICENSED Q, � J low ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ;Jil a ANYWAY ANY AUTHORIZED - r ALTERATION MUST BE -, g4� _COQ wig NOTED,SEALED,AND DESCRIBED IN REF. NO.ACCORDANCE OF NEVI WITH THE LAW. 0323 2 3 4 5 6 7 8 10 II 12 13 14 15 16 17 ISSUES/REV151ON5 M • *4 J I� FF - BALCONY BALCONY Oak ~ I I Arr 5 TO SPOT LIGHT r S - -► _ I rIN - � LEGEND ARI 'Rl $ UGHTSWITOH : • 3 = THREE WAY i CATV(TV� 4 = FOUR WAY GUE5TjBEDROOM MASTER BEDROOM L = DIMMER ~ ^ BOYS�BEDROOM CAT(5E� _. I CAT V L =LIGHTED _ —rsej O — E OUTLET � j J A CAT(5E� SEAT ____ GFI= GROUND FAULT INTERUPT Q j 220 = 220 VOLT A — cnry Iry -Tru CArv � i 4 = ounD oun — -�^� -- -41-FIXTURP i UE T 13 TH (I �� - r Rte _ 1L_ _ -- R 5= SURFACE MOUNT PROVIDED BY OWNER r�1 y RI _ � �RI T �- T R= RECESSED PROVIDED BY CONTRACTOR PM Fr i I __ _ _ __ _ RI= HALO 4"DIA RECE55ED HALOGENS WITH WHITE BAFFLES r-1 02004 _ ( _ _R I ALL RIGHTS RESERVED � R2= HALO H7 RECESSED INCANDEN6CENT WITH WHITE BAFFLES CLOSET R3= MOISTURE RESISTANT RECESSED FIXNRE ��GFI I ) rA THESE PLANS ARE AN INSTRUMENT OF n `� Id: '`��T HJ WALL SCONCE r SERVICE AND ARE THE PROPERTY OP - ( KI/ THE ARCHITECT INFRINGEMENTS WILL PHONE • BE PROSECUTED. aosE C GFII II r� RI SRI I cnry — cnBLE — r r CAT@ NETWORK CABLE _ _ �m� 4 ALARM KEYPAD -FTDWN FE SRI � � — �� � LR1 �RI TOO It_ — __ I� i / ' _ J 4 THERMOSTAT A T D T IRS . CLOSET T _ - HALL T �--- --- - 5'� _ _ - ®D VENT D WN WINDOW CO CARBON MONOXIDE DETECTOR 'I 2 STEPS 5EAT DOWN SD 5MCKE DETECTOR �A Jp� j LIGHT TRACK GgFI yy�� XU SPOTLIGHT ND I OIC IW I1 TO EN • BELOW -Ll r i - - -CLOSET - - - )/T/ / / SD I/ 0III: CLIENT/OWNER / P" PODR(GUEZ RE51D NCE 575 HILL CREST DR. N. D — r ORIENT, NEW YORK BOYS BEDROOM 2 omk R ,rrw V T CATVLTY r CATf5Er PROJECT TITLE r C � ^ NEW CONSTRUCTION I..I r GR.4WING TITLE AftLpop ` w SECOND FLOOR ELECTRICAL PLAN M � R SECOND FLOOR ELECTRICAL PLANPRINT DATE SCALE � J 1/4" = 11_01, pm SCALE: 1/4"=1'O^ E3 ISSUE JUL 14 ZU04 APRIL 21, 2004 T DRAWING NO. MR SPED ARC/,/T IT ISAVIOLATIONOFTHIE �p.1 I•B/,0 AW FOR ANY PERSON, �,� UNLESS ACTING UNDER THE ¢ B- -. ,_ DIRECTION OF A LICENSED --:_ ARCHITECT,TO ALTER ANY r' ITEM ON THIS DRAWING IN s ANY AUTHORIZED REF NO a� yOQ ANY WAY. ALTERATION MUST BE OFNOTED SEALED,AND NES DESCRIBED IN ACCORDANCE 0323 WITHTHELAW.