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HomeMy WebLinkAbout25424-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26849 Date: 12/22/99 THIS CERTIFIES that the building NEW DWELLING Location of Property: 965 GABRIELLA CT MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 108 Block 4 Lot 7.38 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 13, 1998 pursuant to which Building Permit No. 25424-Z dated DECEMBER 17, 1998 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR. The certificate is issued to ACMT EQUITIES INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0137 06/03/99 ELECTRICAL CERTIFICATE NO. 32266 12/15/99 PLUMBERS CERTIFICATION DATED 11/30/99 WARREN KEANE B ild ng Inspector Rev. 1/81 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. 25424 Z Date DECEMBER 17, 1998 Permission is hereby granted to: ACMT EQUITIES INC. 1138 WILLIAM FLOYD PKWY SHIRLEY,NY 11967 for CONSTRUCTION OF A SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 965 GABRIELLA CT MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 007 .038 pursuant to application dated OCTOBER 13 1998 and approved by the Building Inspector. Fee $ 419 . 00 'Authorized Signature ORIGINAL Rev. 2/19/98 Form No. 6 TOWN OF SOUTHOLD ( l + 1 BUILDING DEPARTMENT TOWNHAALL 765-1802 DEC 16 1999 + APPLICATION FOR CERTIFICATE OF OCCUPANCY BLDG.DEPT. AA Tt��Vt+� �LO u9t be filled in by typewriter OF, ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lilies, 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 17 lead. 5. Commercial building, industrial building, multiple residences and similar buildir 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 ar "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 a consent to inspect signed by the applicant If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildiniz - $100.00 3. Copy of Certificate of Occupancy - .2 . 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . J . . . . /. ! . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . Old Or Pre-existing Building. . . . . . . . Location of Property. . . ���. . . /J.611,; C?. .C+: . . . . . .1:.�/?. .. . . . . . . . . . . . . . . . . . . . . . . . House No. Street Hamlet Onwer or Owners of Property.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . . 1.O.r . . . . .Block. . Q OPV . . . . . .Lot. 6R7.'. -W r. . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . i Permit . . . . .Date Of Permit. .Q.:JJ R. . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicat/PLICANNT Fee Submitted: $. . . . . . . . . . . . . . . . . . . . . . . . . . . i �_57Z r7 . . A 4 12, M- 99 Till' 11;23 FAX SIOT2TS732 SCNb CULLECTIU`S f i r: Jeanne P. Hamilton P.O. Box 1696 Riverhead, New York 11901 December 16, 1999 Mr. Gary Fish Building inspector TOWN OF SOUTHOLD P.O. Box 1179 Southold, New York 114, 7.9 Ra: Building Permit 24624, Gnbriella Court, Mattituck Dear Mr. Fish: Please be advised that I am in Contract of sale with the builder on the above referencod property. To this end, please let this letter serve as acknowledgement that I have assumed responsibility for procuring the necessary appliances for the property, specifically the range and hood. Should you have any questions concerning this matter, I may be reached at (831) 727-7277, Ext 142. Thank you, V ey truly you , anne p. Hami l on /Iph FOL,��°Gy Town Hall,53095 Main Road �y Z Fax(516)765-1823 P. O. Box 1179 • .F Telephone(516)765-1802 Southold, New York 11971 y Q! OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Building Permit No. Owner: (f -L R -ON (please print) Plumber: W C1�!'f�� (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 7 (Plumbe s Signature) Sworn to before me this day of Notary Public, u KATHERINE M.FITZPATRICK Reg.MO1F16003411 Notary Public,State of New Yak Qualified in Suffolk County My Commission Expires 03/02/20 ELECTRICAL INSPECTION SER VICE INC. 375 DUNTONAVENUE EAST PA TCHO G VE,NE W YORK 11772 (516)286-6642 32266 DATE: 12/15/99 APPLICATION No.ON FILE VILLAGE: Mattituck TOWN: Southold ADDRESS: n/e/r. Gahriella Court and Tahor Road ISSUED TO: Anthony Aliperti INTRODUCED BY.• Anthony Aliperti LIC No: was examined on 12-15-99 and found to be in compliance with the National Electrical Code LOCATION: Base.. 1st x 2nd 3rd Attic Det.Garage Hot Tub Pool SWITCHES RECEPTACLES FIXTURES HEATERS FANS G.F.I. AIR.COND. 28 45 31 1 exhaust 7 DISHWASHER DRYER CLOTHES WASH. GAR.DISP. RANGE OVEN SMOKE DETECTOR I I I 1 6 FURNACE OIL GAS CIR. MOTORS BELL IRAN. SER VICE DISCONNECT 1 METER I AMPS PHASE 1 150 UG OTHER EQUIPMENT Outside, Res. 5-telephone jacks 5 t. v.jacks 4HUGO4SUI PRESIDENT BUILDING PERMIT No.25424 This certificate must not be altered in any manner Inspectors may be identified by their credentials BLUE ORIGINAL YELLOW COPY PINK COPY OFFICE ad Z 6 PROFESSIONAL ENGINEER HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 516-765-2954 TOWN Ofi cOTHO)LD Date: March 22, 1999 Reference: Foundation Inspection Southold Building Dept. Main Road Southold,NY 11971 Dear Sir, I have inspected the foundation damproofing for the following building permits: Lot#13 - 25415Z Lot#14 - 25424Z Lot#27 - 2543 7Z The damproofing has been completed in accordance with good practice. OF Nojv Y F1SCHFA O�`A- Jo Sahetti, PE DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made and dated the 9th of July 1996 by Buovodantona Aliperti, residing at 81 Hallock Lane, Rocky Point, New York hereinafter referred to as the "declarant". WITNESSETH : WHEREAS, declarant is the owners in fee simple of the real property described in Schedule A annexed hereto and made a part hereof; and WHEREAS, an application for approval of the subdivision known as "ELIJAH'S LANE ESTATES, Sections 2 and 3" described in Schedule A has been filed with the Planning Board of the Town of Southold; and WHEREAS, the Planning Board has determined that such subdivision would be granted, provided the applicant covenants to use his property in conformance with the zoning ordinances of the Town of Southold and further convents as hereinafter provided. WHEREAS, the declarant deems it advisable for the best interest of the Town of Southold to impose certain covenants upon said real property and create an Open Space Easement with respect to a portion of said real property, NOW, THEREFORE, in consideration of the premises, the declarant declares that the above described real property is held subject to the following covenants: 1. That the subject premises shall be used in conformity with the zoning ordinance of the Town of Southold. 2. There shall be no further subdivision of any lot within the subdivision , in perpetuity. This restriction includes Lot Number 4 which contains an Open Space Conservation Easement. This subdividion has been designated as a clustered subdivision and it has been designed at its full development capacity. 3. If the streets within the subdivision are designed with a width of twenty- four (24) feet, there shall be a condition included in the Declaration of Covenants and Restrictions that there shall be no on street parking in the subdivision. If the streets are designed as originally proposed, in accordance with the twenty-eight (28) foot specification, this condition will not be required. 4. There shall be no construction on Lots 13, 14, 24 and 27 in "ELIJAH'S LANE ESTATES, Sections 2 " and Lots 5 and 6 in "ELIJAH'S LANE ESTATES, Sections 3". These lots shall remain as open space until such time as individual on site wells comply with the "Private Water System Standards" of the Suffolk County Department of Health or the subject lot is connected to an approved public water supply. 5. The use and development of the portion designated as Open Space Easement on Lot Number 4 of the Elijah's Lane Estates Section Three subdivision, will forever be restricted to some or all of the following: a. Farming operations and activities (including soil preparation, cultivation, fertilization, irrigation, pest control, and drainage control) and any other normal and customary farming operations; and the use of farm vehicles and equipment in connection therewith, all as designed and intended to promote and enhance agricultural production encompassing the production for commercial purposes -2- of field crop (including without limitation, corn, wheat, oats, rye, barley, hay, potatoes and dry beans); fruits (including without limitation, apples, peaches, grapes, cherries and berries); vegetables (including without limitation, tomatoes, snap beans, cabbage, carrots, beets, cauliflower, broccoli and onions); horticultural specialties (including without limitation, nursery stock, ornamental shrubs and ornamental trees and flowers); and all other farm products; b. Open fallow; C. Operations, encompassing the maintenance of livestock and livestock productions (including cattle, sheep, goats, horses and poultry) which are found acceptable and reasonable necessary by the Planning Board; d. Landscaped, wooded areas with lanes, walkways, foot paths, ponds or brooks and recreational areas for compatible recreational uses, which are found acceptable and reasonably necessary by the Planning Board and which are subject to approval by the Planning Board. Said covenants shall run with the land and shall be binding on the heirs, successors and assigns of the declarant, subject to the right of the Town of Southold to amend, modify or repeal said covenants at any time with the permission of the owner of said property.' 6. That the following shall be adhered to on that portion of Lot, Number 4 outside the Building Envelope which is designated the Open Space Easement for the purpose of maintaining said premises in its current condition for continued agricultural production and to prevent the degradation of loss of the aesthetic open space and -3- agricultural value of said premises: a. If at any time the ownership of the area shall change, or the use of the area shall be changed from the use present at the time of subdivision approval, (fallow farmland) or any subsequently approved use, to any other type of farm use in accordance with this Declaration of Covenants and Restrictions, a conservation plan shall be developed by the Soil Conservation Service for this particular property. The farming practices shall then comply in all respects to this report, and shall remain in compliance with all updates of the report. The Planning Board shall have the right to require updated reports when deemed necessary. b. No regrading shall be conducted thereon; the natural contours thereof shall remain generally undisturbed and no fill or spoil shall be placed thereon. C. No top soil, loam, sand, stone, gravel, rock or minerals shall be excavated or removed therefrom or placed thereon. d. Farming practices shall be such that erosion of the land is minimized and is in accordance with the standards of the Soil Conservation Management Plan, and nothing shall be permitted to occur thereon which would result in increased erosion of said premises. e. No streets, roadways or other right of ways for non-farming vehicular use shall be constructed or granted thereon. f. Except as may be required for reasons of irrigation, drainage, sanitation or disease control, no trees plants or other vegetation located thereon, shall be killed destroyed, cut or removed therefrom. -4- g. No dumping, placement, storage or burning of any liquid or solid waste, garbage, ashes, sawdust, trash, rubbish, refuse or other toxic, hazardous, objectionable, unsightly or offensive material shall be Permitted on or within the said premises. h. The said premises will forever be kept open and free of all signs, bill boards or other forms of visual advertisement of display. i. All structures, whether temporary or permanent, shall be located within the building envelope for Lot Number 4 as designated on the final subdivision plat for Elijah's Lane Estates Section Three. Temporary or permanent structures or buildings shall not be placed or erected within or upon the area designated as the Open Space Area. Fences are permitted subject to Planning Board approval. j. Retail sales shall be restricted to the sale of items produced on the property, and shall be subject to Planning Board approval. 7. The Open Space Easement area is located within the Special Groundwater Protection Area (SGPA), and therefore, any future use of this area shall be subject to any restrictions required for property within a SGPA. 8. That the owner of said Lot Number 4 reserves the right to the exclusive use and possession of the area known as the Open Space Easement, to the extent not inconsistent with the covenants and restrictions hereinabove set forth; and Declarant may exclude the general public or any designated person or persons from the use of or entry upon the said Open Space Easement, except that the town shall have the continuing right to inspect the said area to the extent reasonably required to -5- monitor compliance with the covenants, terms and provisions have not been violated, such inspection to be at reasonable times. 9. The declarant grants the continuing right in perpetuity to the Town of Southold or any of its designated representatives to inspect any areas designated as open space, open space easements, common areas or any similar nomenclature so as to insure continued compliance with the covenants, terms and provisions designated herein in regard to same and to insure that such covenants, terms and provisions have not been violated. 10. Declarant grants the continuing right in perpetuity to the Town of Southold or any of its designated representatives to enforce the conditions and restrictions of the covenants and to take any legal action it deems necessary to enforce the conditions and restrictions of the covenants. These rights of inspection and enforcement shall be binding upon declarant, their heirs, executors, legal representatives, distributees, successors, assigns and transferees. 11. These covenants and restrictions can be modified only at the request of the then owner of the premises with the approval of a majority plus one of the Planning Board of the Town of Southold after a public hearing. Adjoining property owners shall be entitled to notice of such public hearing, but their consent to such modification shall not be required. IN WITNESS WHEREOF, the declarant has executed this Declaration of -6- SCHEDULE A OVER ALL DESCRIPTION ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southerly side of land of the Long Island Railroad, distant 250 feet southwesterly as measured along said land from its intersection with the southwesterly side of Elijah's Lane; RUNNING THENCE South 38 degrees 14 minutes 50 seconds East along the westerly line of Map of Elijah's Lane Estates, Map No. 6065, 2955.22 feet to a point; THENCE South 51 degrees 21 minutes 10 seconds West, 75.38 feet to a point; THENCE South 38 degrees 38 minutes 50 seconds East, 50.00 feet to a point; THENCE South 51 degrees 21 minutes 10 seconds West, 169.19 feet to a point; THENCE on a curve to the right with a radius of 75.00 feet, an arc distance of 92.32 feet to a point; THENCE South 51 degrees 21 minutes 10 seconds West, 276.57 feet to a point on the easterly side of land of Agnes Grabowski; THENCE along said land, the following 8 courses and distances: 1. North 38 degrees 30 minutes 50 seconds West, 197.78 feet to a point; 2. North 36 degrees 32 minutes 50 seconds West, 162.95 feet to a point; 3. North 37 degrees 36 minutes 50 seconds West, 297.63 feet to a point; 4. North 37 degrees 92 minutes 50 seconds West, 566.37 feet to a point; 5. North 38 degrees 31 minutes 50 seconds West, 643.60 feet to a point; 6. North 34 degrees 42 minutes 50 seconds West, 494.40 feet to a point; 7. North 36 degrees 31 minutes 50 seconds West, 423.50 feet to a point; and 8. North 40 degrees 09 minutes 50 seconds West, 124.25 feet to a point on the southerly side of the Long Island Railroad; THENCE along said land North 46 degrees 11 minutes 40 seconds East, 539.62 feet to the point or place of BEGINNING. t IL - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - WATER ANALYSIS JWgdffsMor Name: ACMT EQUITIES INC. Request No.: PR98-0800 L D� ` Location: GABRIELLA COURT, MATTITUCK Sample Date: 07/28/98 Sample Location: WELL 5-105564-T Sanitarian: MORRIS Treatment: NONE Field No.: 503-577-98-07-28 Notes: *' symbol means "less than" indicating = detection, mg/L = milligrams per liter; ug/L = micrograms per liter. symbol means level found exceeds the maximum contaminant level •(MCL) or action: level for.lead and-copper. Moderately restricted sodium diet should not exceed 270 mg/L. Severely restricted should not exceed 20 mg/L. The MCL for nickel is a proposed limit. Any MCL's not shown below have not been established. Result Result MCL = Results for Sample Group: ALDICARB PESTICIDES analyzed by Suffolk County Department of Health Services = Total Aldicarb (calc).............. < 0.00 7.00 ug/L Oxyamyl....... ..................... < 1.00 50.00 ug/L Aldicarb........................... < 1.00 ug/L Carbaryl.............. ............, < 1.00 50.00 ug/L Aldicarb-Sulfoxide................. < 1.00 ug/L 1-Naphthol......................... < 1.00 u /L Aldicarb-Sulfone................... < 1.00 ug /L ug/L Methoxyl...... ..................... < 1.00 50.00 ug/L < 1.00 40.00 ug/L Propoxur (Baygon...... „ < 1.00 50.00 ug/L 3-H dro �••-Coop... y xycarbofuran................ < 1.00 50.00 ug/L Methiocarb.... ..................... < 1.00 50.00 ug/L Results for Sample Group: CHLORINATED ACIDS analyzed by Suffolk County Department of Health Services Acifluorfen...................... < Bentazon.............. .. 0.50 ug/L 2,4-DB............................. < 0.50 ug/L ••••••••-Coop < 0.50 ug/L 3,5-Dichlorobenzoic Acid........... < Chloramben......................... < 0.50 ug/L 4-Nitrophenol...................... < 0.50 ug/L0.50 ug/L 2,4-D............................ < 0.50 50.00 ug/L Dinoseb............................ < 0.50 ug/L Dicamba.prop....................... < 0.50 ug/L MCPA............................... < 0.50 ug/L Dichloroprop....................... < 0.50 ug/L MCPP............. < 0.50 ug/L Picloram......... ....... ........... < 0.50 ug/L Pentachlorophenol.................. < 0.50 ug/L 2,4,5-TP (SILVEX).................. < 0.50 10,00 ug/L 2,4,5-T............................ < 0.50 ug/L Results for Sample Group: CHLORINATED PESTICIDES analyzed by Suffolk County Department of Health.Services alpha-BHC.......................... < 0.20 0.20 ug/L 4,4-DDD............................ < 0.20 50.00 ug/L beta-BHC........................... < 0.20 0.20 ug/L 4,4-DDT............................ < 0.20 50.00 ug/L gamma-BHC (Lindane)................ < 0.20 0.20 ug/L Endrin.............. ......... < 0.20 2.00 ug/L delta-BHC........... < 0.20 0.20 ug/L Endrin aldehyde.................... < 0.20 50.00 ug/L Heptachl� ......................... < 0.20 0.40 ug/L Chlordane.......................... < 1.00 2.00 ug/L Heptachlor epoxide................. < 0.20 0.20 ug/L Alachlor........................... < 0.50 2.00 ug/L Aldrin.......................••• < 0.20 50.00 u /L Methoxychlor....................... < 0.50 40.00 ug/L Dieldrin......................... < 0.20 50.00`ug/L Endosulfan II. .......... .. ......... < 0.20 2.00 ug/L Endosulfan I....................... < 0.20 2.00 ug/L 1,2-dibromoethane.................. < 0.02 0.05 ug/L Dacthal............................ < 0.20 50.00 ug/L 1,2-dibromo-3-dichloropropane...... < 0.02 0.20 ug/L 4,4-DDE............................ < 0.20 50.00 ug/L Results for Sample Group: DACHTAL PESTICIDES analyzed by Suffolk County Department of Health Services = Monomethyltetrachloroterephthalate. < 10.00 50.00 ug/L Tetrachloroterephthalic acid....... < 10.00 50.00 ug/L Results for Sample Group: METALS analyzed by Suffolk County Department of Health Services Silver A ( g) '••••••••••••••••••••••- < 5.00 100.00 ug/L Nickel (Ni)............. . 1.63 100.00 ug/L Aluminum (Al)............. 23.60 = ......... = ug/L Lead (Pb).......................... = 2.30 15.00 ug/L Arsenic (As)........................ < 2.00 50,00 ug/L Antimony (Sb)........... ..... BBarium (Ba).............. 51.60 2000.00 ug/L Selenium (Se)......... ............. < 2.00 50.00 ug/L eryllium (Be)..................... < 1.00 4.00 ug/L Thorium (Th)....................... < 1.00 ug/L Cadmium (Cd)... .................... < 1.00 5.00 ug/L Titanium (Ti)........... ........ ... = 6.06 ug/L Cobalt (Co)........................ < 1.00 ug/L Thallium (T1)...................... < 1.00 2.00 ug/L Chromium (Cr)...................... = 2.15 100.00 ug/L Vanadium (V).......... .. ........... < 1.00 ug/L Copper (Cu)........................ = 2.83 1300.00 ug/L Zinc (Zn)............... ........... = 479.00 5000.00 ug/L Mercury (Hg)....................... < 0.40 2.00 ug/L Iron (Fe)...... . Manganese (Mn) ................ •Comb• •••••••••••• = 0.10 0.30 mg/L = 0.00 0.30 mg/L Iron + Manganese (Combined, Calc).. = 0.11 0.50 mg/L Molybdenum (Mo) .................... < 1.00 ug/L Sodium (Na)............. = 16.10 270.00 mg/L Results for Sample Group: STANDARD INORGANICS analyzed by Suffolk County Department of Health Services ------- pH-Lab......... ......... -------====g== .....-..... = 6.50 su Ammonia (NH3-N)......... ........... < 0.02 m /L Specific Conductivity-Lab.......... = 364.00 um/cm Nitrite (NO2-N) .......... < 0.02 1.00 mg/L Chloride (C1)........... 26.00 250.00 mg/L Nitrites + Nitrates (NO3-N)........ = 6.70 10.00 mg/L Sulfate (SO4) ...................... = 112.00 250.00 mg/L Results for Sample Group: SEMI-VOLATILE ORGANICS analyzed by Suffolk County Department of Health Services = Hexachlorocyclopentadiene...... ••• < 0.20 50.00 ug/L Metalaxyl................. ......... < 0.20 50.00 ug/L Hexachlorobenzene.................. < 0.20 1.00 ug/L Metolachlor... ................. Simazine... ....... < 0.20 4.00 ug/L Dacthal................. .. . < 0.20 50.00 ugg/L ................. Atrazine...................... 0.20 3.00 ug/L Bu[achlor. .... .. ..... < 0.20 50.00 u /L . . . ...... ..... < 0.20 50.00 ug/L TotalTr-azines + Metabolites (Calc 0.00 4.00 ug/L Bis(2-ethylhexyl)adipate. . .... Metribuzin... ...... •--•. < 0.50 400.00 ug/L ............... < 0.20 50.00 ug/L Bis(2-ethylhexyl)phthalate.... .. .. < 2.00 6.00 ug/L Alachlor........:.... ....... < 0.20 2.00 ug/L Benzo(a)pyrene.......... .. ......... < 0.20 0.20 ug/L Propachlor.................. < 0.20 ug/L Bromacil........ ...... . ....... .. ... < 0.50 ug/L Diazinon... .. . . .................... < 0.20 ug/L Prometon.. .... .. ........ .. .. .. ..... < 0.50 u4/L Results for Sample Group: SURFACTANTS analyzed by Suffolk County Department of Health Services Surfactants-MBAS. . ... ........ .... .. < 0.10 ------- RESULTS CONTINUED ON NEXT PAGE.... SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - WATER ANALYSIS >r Name: ACMT EQUITIES INC. Request No.: PR98-0800 ;,on: GABRIELLA COURT, MATTITUCK Sample Date: 07/28/98 _dile Location: WELL S-105564-T Sanitarian: MORRIS ,reatment: NONE Field No.: 503-577-98-07-28 Notes: <' symbol means "less than.." ,indicating detection. mg/L = milligrams per liter; ug/L = micrograms per liter. symbol means level-foun&exceeds the maximum contaminant level (MCL) or action level for lead-and'copper. Moderately restricted sodium diet should not exceed 270 mg/L. Severely restricted should not exceed 20 mg/L. The MCL for nickel is a proposed limit. Any MCL's not shown below have not been established. Result MS3e Result MCL RESULTS CONTINUED FROM PRECEDING PAGE ===== Results for Sample Group: VOLATILE ORGANICS analyzed by Suffolk County Department of Health Services ---------------- ---------------- Chlorodifluoromethane.............. < 0.50 5.00 ug/L tert-Amyl-Ethyl-Ether.............. < 0.50 50.00 ug/L Dichlorodifluoromethane............ < 0.50 5.00 ug/L Benzene............................ < 0.50 5.00 ug/L Chloroethane....................... < 0.50 5.00 ug/L Toluene............................ < 0.50 5.00 ug/L Bromomethane....................... < 0.50 5.00 ug/L Chlorobenzene............ ............ < 0.50 5.00 ug/L Chloromethane...................... < 0.50 5.00 ug/L Ethylbenzene....................... < 0.50 5.00 ug/L Trichlorofluoromethane............. < 0.50 5.00 ug/L o-Xylene........................... < 0.50 5.00 ug/L Vinyl Chloride..................... < 0.50 2.00 ug/L m-Xylene........................... < 0.50 5.00 ug/L Methylene Chloride................. < 0.50 5.00 ug/L p-Xylene........................... < 0.50 5.00 ug/L 1,1 Dichloroethane................. < 0.50 5.00 ug/L Total Xylenes...................... < 0.50 5.00 ug/L trans 1,2 Dichloroethene........... < 0.50 5.00 ug/L 2-Chlorotoluene.................... < 0.50 5.00 ug/L Chloroform......................... < 0.50 100.00 ug/L 3-Chlorotoluene.................... < 0.50 5.00 ug/L 1,2 Dichloroethane................. < 0.50 5.00 ug/L 4-Chlorotoluene.................... < 0.50 5.00 ug/L 1,1,1 Trichloroethane.............. < 0.50 5.00 ug/L T. Chlorotoluene................... < 0.50 5.00 ug/L Carbon Tetrachloride............... < 0.50 5.00 ug/L 1,3,5 Trimethylbenzene............. < 0.50 5.00 ug/L 1-Bromo-2-Chloroethane............. < 0.50 5.00 ug/L 1,2,4 Trimethylbenzene............. < 0.50 5.00 ug/L 1,2 Dichloropropane................ < 0.50 5.00 ug/L m,p-Dichlorobenzene................ < 0.50 5.00 ug/L Trichloroethene.................... < 0.50 5.00 ug/L 1,2 Dichlorobenzene (o)............ < 0.50 5.00 ug/L Chlorodibromomethane............... < 0.50 100.00 ug/L p-Diethylbenzene................... < 0.50 5.00 ug/L 2-Bromo-3-Chloropropane............ < 0.50 5.00 ug/L 1,2,4,5 Tetramethylbenzene......... < 0.50 5.00 ug/L Bromoform.......................... < 0.50 100.00 ug/L 1,2,4 Trichlorobenzene............. < 0.50 5.00 ug/L Tetrachloroethene.................. < 0.50 5.00 ug/L 1,2,3 Trichlorobenzene............. < 0.50 5.00 ug/L cis-1,2-Dichloroethene............. < 0.50 5.00 ug/L Ethenylbenzene (Styrene)........... < 0.50 5.00 ug/L Freon 113.......................... < 0.50 5.00 ug/L 1-Methylethylbenzene............... < 0.50 5.00 ug/L Dibromomethane..................... < 0.50 5.00 yg/L n-Propylbenzene.................... < 0.50 5.00 ug/L 1,1 Dichloropropene.............. .. < 0.50 5.00 ug/L tert-Butylbenzene.................. < 0.50 5.00 ug/L 1,1 Dichloroethene................. < 0.50 5.00 ug/L sec-Butylbenzene................... < 0.50 5.00 ug/L Bromodichloromethane............... < 0.50 100.00 ug/L Isopropyltoluene (p-Cymene)........ < 0.50 5.00 ug/L 2,3 Dichloropropene................ < 0.50 5.00 ug/L n-Butylbenzene..................... < 0.50 5.00 ug/L cis-1,3-Dichloropropene............ < 0.50 5.00 ug/L Hexachlorobutadiene................ < 0.50 5.00 ug/L trans-1,3-Dichloropropene.......... < 0.50 5.00 ug/L Methyl-Tert-Butyl-Ether (MTBE)..... < 0.50 50.00 ug/L 1,1,2 Trichloroethane.............. < 0.50 5.00 ug/L Naphthalene........................ < 0.50 50.00 ug/L 1,1,1,2 Tetrachloroethane.......... < 0.50 5.00 ug/L 1,4-Dichlorobutane................. < 0.50 5.00 ug/L 1,1,2,2-Tetrachloroethane.......... < 0.50 5.00 ug/L Methyl Sulfide..................... < 0.50 50.00 ug/L 1,2,3 Trichloropropane............. < 0.50 5.00 ug/L Dimethyldisulfide.................. < 0.50 50.00 ug/L 2,2 Dichloropropane................ < 0.50 5.00 ug/L Bromobenzene....................... < 0.50 5.00 ug/L 1,3 Dichloropropane................ < 0.50 5.00 ug/L 2-Butanone (MEK)................... < 20.00 50.00 ug/L Bromochloromethane................. < 0.50 5.00 ug/L Tetrahydrofuran.................... < 20.00 50.00 ug/L i tert-Butyl-Ethyl-Ether............. < 0.50 50.00 ug/L r 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ J FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 1�pS'�1P/�-�l ( Cir rQ J. DATE 0 1 INSPECTOR X65.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ j INSULATION [ ✓rF ING [ ] FINAL [ FIREPLACE & CHIMNEY REMARKS: �C f-- {"wct,A r C — L DATE D INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FO DATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: /,G4J y�r �/Z�✓ct.� DATE3/e INSPECTOR BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY REMARKSLl• /T J DATE INSPECTOR /L M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ;71NAL S TION [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY REMARKS: 14-loeAf DATE ICP INSPECTOR -;, ,fir r 1-W.A - �j >/ � � / �l lel l_I � , � BOARD OF HEALTH . . . . . . 3 SETS OF PLANS . . . . . . . FORM NO. 1 SURVEY . . . . . . . . . . TOWN OF SOUTHOLD CHECK . • • . . . . . . - BUILDING DEPARTMENT SEPTIC FORM . . . . . . . . . . . . . ; TOWN SOUTHOLD, N.Y.L11971 NOTIFY (�fJ : 1 TEL.: 765-1802 CALL EE (7. x•0 - • ./ t� A MAIL T0 : Examined . C�:. . . . . . ., 19 . Approved . . �L/��?. . . . . . . ., 197permit No. ,D-5 ` 1. Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Building Inspector) OCT 1 3 ;8 LICATION FOR BUILDING PERMIT BLOT.DEPT. s j: Date . . . . . . . . . . . . . . . . . .. 19 . . . ... 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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. .Env 'Ls. . . . . . . . . . . . . . . . . . . . . . . . . . ... . A (Signature of applicant, or name, if a corporation) (Mailing addls of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises/. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporatiture of duly authorized officer. . . . . . . . . . ... .. . .C��►Zr�� e ��p��� (Name and title of corporate officer) ALL CONTRACTOR' S MUST BE SUFFOLK COUNTY LICENSED Builder's License No. . . . . . . . . . . . . . . . . . . . . . . . . . Plumber's License No. . . . . . . . . . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . ,AI 1. Location of land on which proposed work will be done. . . . . . . . . . . . . A . . . . ..A b .t)�p . C '. . . . . . . . . . . . . �b�. .... . . .. . . . . . . . . . . . . . p . . . . . . . . . . . . . . . House Number Street Hamlet County Tax Map No. 1000 Section . . . ',Q. . . . . . . . . . . . Block . . !© . . . . . . . . . . . Lot . !""1'0 .46�. ?'./ Subdivision . �-� Ads Z N� . . CS '? . . . . . . . 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . ,, . . . . . . . . . . . . . . . . . b. Intended use and occupancy . . • clrk�. • • e�•rl 1�`� • • I� r� . . . . . 3. Nature of work (check which applicable): New Building . . .V. . . . Addition . . . . . . . . . . Alteration . . . . . . . . . . Repair . . . . . . . . . . . . . . Removal . . . . . . . . . . . . . . Demolition . . . . . . . . . . . . . . Other Work . . . . . . . . . . . . . . . (Description) 4. Estimated Cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) S. If dwelling,number of dwelling units . . . . .1 . . . . . . . . . Number of dwelling units on each floor . . . . . . . . . . . . . . . . If garage,number of cars . . . . . . . . . . . . . . . .f. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use . . . . :.71 ­ * ­ * * * ­ '. . . . . . . . . . . . . . 7. Dimensions of existing structures,if any: Front . . . . ... . . . . . . . Rear . . . . . . . . . . . . . . Depth . ... . . . . . . . . . . Height . . . .`. . . . . . . . . . Number of Stories . . . . . . . . . . . . . . . . . . . . . :1�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dimensions of same structure with alterations or additions: Front . . . . . . . . . . . . . . Rear . . . - . . . . . . . . . . . . Depth . . . . . . . .. . . . . . . . . . . . Height . . . . . . . . . . . . . . . . . . Number of Stories . . . . . . . . . . . . . S. Dimensions of entire new construction: Front . . . . . ... . . . . Rear . . . . b ,,Depth . . . . . . . . . . Height . . . . . . . . . . . . . . . Number of Stories . . . . . . . . . . . �. . �"" . . . . . . 9. Size of lot: Front . . . . . 4"0'. . . . . . . . . . . . Rear . . . . )AP... . . . . . . . . . . . : Depth .a��:3. . . . . . . . . . . . . . . 10. Date of Purchase . . . . . . . . . . . . . . . Name of Former Owner . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11. Zone or use district in which premises are situated . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . 12. Does proposed construction violate any zoning law, ordinance or regulation R. . .W. '. . . . . . . . 13. Will lot be regraded . . . . . . . . . .. . . . . . . . . ... . . . . . . . . Will excess fill be remgved from premises: Oyes 14. Name of Owner of pre ises . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . . . . . ``P1wrio r,.. Name of Architect or►nao . S :1s . . . . . . . . . Address g�. (?ArzklJr �"� 4. Phone No.T Name of Contractor .1�C T ��? 11 '.4S . . . . . . AddressSW�l ). . .Phone No.�ib� Alr) 15. Is this property located within 300 feet of a tidal wetland? *Yes . . . . . *If yes, Southold Town Trustees Permit maybe required. PLOT AM Locate clearly and distinctly all buildings, whether existing or proposed, and,indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. CA 1 ZS -- otl 0 I _� �u y o V I-c STATE OF N R S.S COU Y OF �'( 1. .Q„. . �.(. �f.. . . . . . . . . . . . . being duly sworn, deposes and says that he is the applicant (Name of individual sigih ng contract) above named. Heisthe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( ontractor, ent, 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 beftffinth.is. . . . . . . . . day of. . . . . . . . . . ..Notary P blic . . . . . . . . County L GLEW Nolroy Ubof NOW York (Signature of applicant) In S~ comniooion Gc.S, PLOT AREA = 40,693 1 1' 17 FIRST FLOOR AREA = I S.F. SLCONL) FLOUR AREA = F. SIIFFOI-K COUNTY DFPARIMFNT OF IIF.AI-111 SERVICES GARAGE...[LOOR AREA = i S.F. rp�UDv FOR AF PROVAI Of- CONSTRUCTION ONI-Y O y 1 a II'i Itl V. N0. ID m� ry.m�N Cb APPROVED: -- 0 �. 3 O Q N THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS OF I 711E SUFFOLK COUNTY DEPARTMENT OF HFAI_TH SERVICES. 1 i LOT 22 LOT 21 LOT 20 V A C A N T V A C A N T V A C A N 1 E%1571N0 BLOCK CIMR ROAD UNOFR CONSTRUCTION e `� 7f GABRIELLA COURT EbS11NC BLOCK CURB (90' MADE RIGHT-OF-WAV) 0 [C" �ry 94 S37'40'40"E 150.00' 0 $ ry43 125.00' A ti C; *P.4 ' MIN. F% _ v ]' T.B. , ` i lsI Z 10' MIN. e b 4o.0• �/ Q PROPOSED TWO STORY J RESIDENCE b 45.0' 45.0' F.F.E. - 37.7' >� G.F.E- m 57.0' r Ian j � e � N o tV RN 0 o LOT 13 LOT 15 Q V A C A N T V A C A N T W � W W 3 tV C) rn cJ (V � z Lq Z L0 i N f SRNG WELL LLOT_14 J N37*36'50"W 150.00' GRADE N/F ACNES GRABOWSKI V A C A N T 1.0' TOPSOIL 2.0' LOAM ELEVATIONS SHOWN HEREON REFER TO U.S.C. k G.S. DATUM. o THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 00 THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE 15.0' SAND do GRAVEL ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF THIS STATE. OR OF ANY CITY. COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS. ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON NO WATER FOR WHOM 111E SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST.1 000 SECT.108 BLK.04 P/O LOT 7.1 BURTON MAP NO: 9912 DATE: OCTOBER O. 1994 BEHRENDT LOT 14 MAP OF ELIJAH•S LANE ESTATES. SECTION 2 SMITHPC / a LOCATION: MATTITUCK ' ENGINEERS � l TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK ARCHITECTS SURVEYORS b s SURVEYED: MARCH 21 . 1987 PREPARED: NOVEMBER, 1996 ' CERTIFIED TO: 13UOVODANTONA ALIPERIA 244 EAST MAIN 57. t' PATCIIOGUE. N.Y. 11772 (316) 473-0349 SCALE: 1" = 50.00' f IL_[ NO: 87- 162- 14 y rAX 475-0361 Uvll_U tIC J JVCi IJ I.X. PLOT AREA = 40,693 f S.F. LOT 22 LOT 21 LOT 20 V A C A N T V A C A N T V A C A N T EXISTING BLOCK CURB OILED SURFACE MAINTAINED GABRIELLA COURT (50• MADE RICHT-OF-WAY) EXISTING BLOCK CURB 537'40'40"E 150.00' X00 125.00 .A/ C.P. LA J s.r. Z 3� 1� 4B.s• CM. eIAlm(U-c') I F.►.E 37.XY GA.[.•xe' I YS N N N tl I! b1 /~ VACANT Q VACANT t N W 1 � W Lv N N in Z EXISTING N WELL N LOT 14 � S � 2C� Z $Y N 37'36.50"W 150.00' N/F AGNES GRABOWSKI FoUI` oprnflr! LOCR�C IOC __ O ELEVATIONS SHOWN HEREON REFER TO U.S.C. k G.S. DATUM. / THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. �(�p THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE L„ APR Z P1999 It ASSOCIATI^N OF PROFESSIONAL LAND SURVEYORS. ANY Al.TERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7709 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY ■ MAP Not HEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF SWG.DEPT, THIS ,TATT, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL F SOWHOLD i ACCFPT oR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON rut W t1M DIE SURVEY IS PREPARED. AND ON HIS BEHALF 10 THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTEO HEREON AND TO IME ASSIGNEES OF THE LENDING INSTITU110N. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST.1000 SECT.IOB BLK.04 P/O LOT 7.1 BURTON MAP NO: 9912 DATE: OCTOBER S. 1996 BEHRENDT �of NEW ),, LOT , 4 SMITHs " �1LS G. 8 MAP OF ELIJAH'S LANE ESTATES, SECTION 2PC s1 LOCATION: MATTITUCK ENGINEERS ARCHITECTS I TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SURVEYORS SURVEYED: MARCH 21 . 1987 PREPARED: NOVEMBER, 1996 244 EAST MAIN ST. OAr CERTIFIED TO: BUOVODANTONA ALIPERTI BLDG LOCATION: 3/11/99pATCHOGUE, N.Y. t 1772 'TSS�0• 0Al J�C� (51 6) 475-0349 SAND SVS' FILE NO: 87— 162- 14 FAX 475-0361 SCALE: 1 " = 50.00' _— PLOT ARBA = 40,693 1 FIRST FLOOR ARCA I S.F. SLCONO FLOOR AREA = t S.F. SUIIOIK COUNTY (APARIMINI (A IIF.AI.III SIRVICFS GARAGE FLOOR AREA = 1 S.F. FOR APPROVAL OF CONSTRUCTION ONLY DATE: _..---.-----._-.--- IIS RCI N0. APPROVED: DHE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. LOT 22 LOT 21 LOT 20 V A C A N T V A C A N T V A C A N T EXISTING BLOC( C1RB ROAD UNDER CONSTRUCTION '7ry GABRIELLA COURT EXISTING BLOCK CURB (50' WIDE RIGHT-OF-WAY) '1I Dp S37'40'40"E 150.00' 5 125.00' g e ltiV MIN. ERCP e' MINI WST Ia' MIN. e 7 Q PROPOSED TWO STORY —Ib RESIDENCE b 4S0 45.0' A F.F.E. — 37.7' >� G.F.F- m 37.0' eat? j o N M N O O II.OT 13 $ LOT 15 I5 Q V A C A N t V A C A N T V W W ' 1,I b 3 F— a, o N lV LnZ ( EXISIING WO.L W LOT 14 �T 49/ N37'36'50"W 150.00' GRADE N/F A(NES GRABOWSKI V A C A N T 1.0' TOPSOIL 2.0' LOAM ELEVATIONS SHOWN HEREON REFER TO U.S.C. & G.S. DATUM. b THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE 15.0' SAND R CRAWL OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA" OF SECTION 7209 OF DHE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF THIS STATE. OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN. CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON NO WATER FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO DHE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSBTUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST.1000 SECT.108 BLK.04 P/O LOT 7.1 BURTON MAP NO: 9912 DATE: OCTOBER e, 1994 j BEHRENDT LOT 14 ° I, SMITH 4 k MAP OF ELIJAH'S LANE ESTATES, SECTION 2 PC z;„ t LOCATION: MATTITUCK ENGINEERS r p ' TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK ARCHITECTSSURVEYORS SURVEYED: MARCH 21 . 1987 PREPARED: NOVEMBER, 1996 CERTIFIED TO- BUOVODAN TONA ALII'ERT-1 244 EAST MAIN ST. PATCHOGUE. N.Y. 11772 (3 115) 473-0349 SCAT 1-: 1" = X0.00' Fil_C NO: 87- 162- 14 FAX 475--0361 -- PLOT AREA = 40,693 f S.F. FTh,escwftgt OLK cOUMN DEPARTMENT OF HEALTH SERVICES AP�ROVALOf CONSTRUCT`.".1 wl isuz k(1Ii A SINGLE FAMILY R Sinr>`CE 7 199 H.S.Ref.No. r- -- _..._....� Sr far.itits et tt►i;lL1c�.tion hn^ disposal end water suppy trot»�er4gdtcir,+�/Gr attified by this OAEDROOMS. wY FOP - Ss'FawaA.Cc":P-E-Chicf Ot we of Weter end Vi Wwata'Menegduo LOT 22 LOT 21 LOT 20 V A C A N T V A C A N T V A C A N T EWSTING BLOCK CURB CI= SURFACE MAINTAINED „ GABRIELLA COURT EXISTING BLOCK CURB (W WIDE RIGHT-OF-WAY) pp S37'40'40" ' ry9• 1� 125.00' py y QST. Z a e ' ----�� rl45.9' DAM 40 F.F.c•319 nr.E.•Xv 4 3� N ` N //< VACANT •-1 VACANT VJ 11.1 W N N � � Z EXISTING tV a Yell N LOT 14 l 3' N 37'36'50"W 150.00' N/F AGNES GRAROWSKI ELEVATIONS SHOWN HEREON REFER TO U.SC. & G.S. DATUM. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT HEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. NO OFFICIAL OF THIS STMT, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTInCATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOP W"OM TTIE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTEO HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST.1000 SECT.108 BLK.04 P/O LOT 7.1 BURTON — MAP NO: 9912 DATE: OCTOBERS. 1996 f LOT 14 BEHRENDT of AM a1 MAP OF ELIJAH'S LANE ESTATES. SECTION 2 SMITH y�P�4S ` N U r s• LOCATION: MATTITUCK ENGINEERS -. TOWN OF SOUTHOLD. SUFFOLK COUNTY. NEW YORK ARCHITECTS 1 SURVEYORS I ' �- SURVEYED: MARCH 21 . 1987 PREPARED: NOVEMBER. 1996 .` �• p CERTIFIED TO: BUOVODANTONA ALIPERTI BLDG LOCATION: 3/11/99 244 EAST MAIN ST. O O PATCHOGUE. N.Y. 11772 (316) 473-0349 k. i'1►� c3+3 SCALE: 1 " = 50.00' FILE NO: 87- 1 62- 1 4 1 FAX 475-0361 BUILDING PERMIT REVIEW CHECK LIST Application Name: /`f Ltgl�x - A 6 MT &;2 ka s-5 Architect/Engineer: Date Submitted: 10q SCTM #: District: 1_.000 Section: /D� Block: Lot: Subdivision Name: (1,186 L4144V`7 v u Req. -f- Req. Zoning District: n l [Lot size: Actual: 0� ] [Lot coverage ��0 Proposed: ] Req. Req. Req. [Front Yard 6 Proposed: ] [Side Yard &X0 Proposed: ] [Rear Yard 60 Proposed: ] Project Description: �e �FW+�Ly ��(,�5 AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Numb er Suffolk County Health Dept. New York State D. E. C. x Town Trustees Town Zoning Board approval: x Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: Notes: BA;scm wi Mee 1091 :5 fr INtr,&- Fee Epi 73 SF I. 2.S7o _ S , �OZO %T x •20 = 34`t 3�io�gg Atnm6Na� P� o(oo ��F. �oSfX Zt a ��rn Reg D ........ ... ... TY'ff1C_L,_L COHFOQE�'j-1 OF �T& -P ,aPNL Fog. 1pex � BEA"" M. 1411H I �O`� EA"" I" 1,11,11CH UQIS r.EF.E. 4. CArL 1.. uwTs CIX••1POU-e THE I it 1 IJt_bv _ a o -41 i, W .70.47 UEX.%Ml ptv1,,Sj TV Is. 'la, 'al JlEX0 1 60015 R Mal (THE KIWJhK1 Ill utia WITH OR.Z. ."IT /I ol '11H OB. C00E. R 19.00 Z -P 2.1 -2:1 ILIL111_. 2 1711 CWTSM.M.T� -I IM 11 PJNE� aif�T cE,,tFbW,,f W"- �`_ Vl TVP. ROOF NO ATTIC TYPICAL vaus P VC, SL� WET�JLI` AIII XL 0.063. $46A IS. i1 N DIODE!, '40.0 0. 0 HIW, HE F� dr ._q llmrlclr„ I kQ*.0 10 4�_ 227, + 1,104,0 0,649 V�VK aal� L. 4_6z - Coot Il MRS rF=rF. it ✓ 4 5� Tol"AlL. MUST 0 OIL �)+,IlO f ji IL >_ TYPICAL FLAT ROOF 1�1 TYP. EXTERIOR �V_�EEI I >e 0 > Is KI&P, vit (K-OOZ K v4 wscNP C041 11 r[L. all 2 00 Y.FMK KJUEX 07. -Irw 4M zmv�v r------------4�........%I A'K 4Rl F, L'parr iJzu Sel putt FEEL-INFAK llz 4�E 12"7 t NL IV oA,, �vvl llI COVE K 11.00 514, ik Pill 'I RAWFI-i-l" 5 2-Iff, Tb Ell �e& XPEAVUHUS, I OiLl FRIMEB,ISTI AWES tI% I it 14415-7251.. or fte LF - lp�_ - ----- I TYPICAL SLAB FLOOR ;0 TYPICAL C, �TOl vm� Hill LO,155 RF SUWIT Wk'VA F7, Vb.1-jet, VOK �,OW Cel-PLESE, R5410IJIb b= CtqEW FOIL RVILl-I'llill U \JLIL-LJS� Ill ;,000 (CF4ILM M-f 6" 4NISQ Kv.PART C- 2 GENERAL NOTES II GENERAL R z It I it 4JI 4 41 1. NOWORK TO START UNTIL APP-0 PLANS ARE OBTAINED FROM THE BLDG. DEPT. 10 2, ALL WORK SHALL CONFORM TO NATIONAL, STATE. AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. 3. ALL UNNOTED OR NON VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER 4. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SMALL BE CLARIFIED WITH THE ARCH ITECTI ENGINEER BEFORE PROCEEDING WITH THE WORK. 5. NO DEV LAT IONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MAGE UNLESS ZPA 1 -1V44 P A OPPROVED BY THE ARCHITECTIENGINEER. 6. RYWELLS AS REQUIRED By STATE AND LOCAL CODES. 7, 00 NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKEN PRECEDENCE. B OWNER/BUILDEq ARE RESPONSIBLE FOR ALL INSPECTIONS. APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION 00 U.L. APPROVAL. 9. THIS SET OF DRAWINGS ME THE PROPERTY OF EDWARD S. SILSBE, ARCHITECT AND SHALL I BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION OF EDWARD No PT$ I el)T' r to S. SILSBE. ARCHITECT. I it 10. THE ARCHITECTI S NOTRETAINED FOR SUP ERVISION OF THEWORKIS RESPONSIBLE -Ar [I FOR DESIGN INTENT ONLY. ,I NIs -4 "1 FOUNDATION, CONCRETE AND MASONRY 1-9 ✓ 2, SOIL TO HAVE A MIN. BEARING CAPACITY OF (2) TONS/SQ. FT. 1. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN. UNDISTURBED SOIL. LZ 3. FOOTINGS TO REST A MIN. 3-0" BELOW GRACE, UNLESS OTHERWISE NOTED. JOB* ji " it ': WALLS TO BE POURED CONCRETE OF SIZE SHOWN OF DRAWINGS. 5 NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 15T TIER OF FRAMING IS IN PLACE. x 6. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 7. ALL OPENINGS FOR HEM POCKETS. UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. 8. ANCHOR BOLTS SHALL BE 1/2" 0 X 12" (L) LONG WHERE SILLS REST DIRECTLY ON 0 P C.CCOLTS SHALL BE SIC" D.C. MAX.. I'D" FROM EACH END OR CORNER MIN. 9. ALL CONCRETE70HAVE AN HILT. COMP. STRENGTH AT (28) DAYS OF 3000 P.S.I. 2 ....... 7 it L Ia. COAL. SLABS TO REST ON MIN. 6" FINE GRAVEL OR SAND WITH MIN. E MIL. POLYETHELENE VAPOR BARRIER UNDER OCCUPIED SPACE. 13. SH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 410" O.C_ TO DIRECT 1,1: FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. BRI[ VENEER TO BE ANCHORED WITH MEN. (1) WALL TIE PER (3) SQ. FT. It f>II Z" 22-11' FLA 1-0 ANY CONDENSATION TO THE EXTERIOR. - - - - 1 TA-'N'To'\ 14. APPLY (I) COAT TAR BASED WATERPROOFING TO EXTERIOR OF FOUNDATION FROM FOOTING ABOVE FINISH GRADE. CARPENTRY ------ ------- ----- PROVIDE % HR. FIRE 1. ALL LUMBER SHALL BE H.F. 02 A BTR. IFI, .890/111 FOR REVETITIVEI, U-O-N, 2. ALL LUMBER Ia BE MINIMUM 12" ABOVE GRADE. ,4 RATED SEPARATION TO 3. SILLS TO BE AOCCA AND SECURELY FLASHED (TERMITE SHIELD). SIZE OF SILL TO BE (2) U.D.N. A 0, PART. 717.3 (f) (1) OF 4. ILL JOIST HANGERS SHALL BE lTECO1FCR EQUAL. ,D LGN.Y. STATE BUILDING CODE. S. DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS 0 DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS AND BATH TUBS. 1I La '7 ALL BEAMS, GIRDERS, STC. TO HAVE MINIMUM 4" BEARING. 1 4 '-50T"R '34uL 8� ALL WINDOWS TO BE IN CONFORMANCE WITH THE ATTACHED ENERGY STATEMENT, IF Mj APPLICABLE, MODEL NUMBERS ON PLAN. 9. PROVIDE AT LEAST ONE wimnow IN EACH SPACE, EXCEPT KITCHEN, FOR EMERGENCY Been 2! jr A EXIT IN CONFORMANC IS TIN N.Y.5. CODE SEC. 713, 714 MIN. OPENABLE AREA (4) SO. FT. MIN. DIM. G" BOTTOM OFOPERINGMAX. 3-6'l A.F.F. ABOVE GRADE; MAX ir PROVIDE OPENINGS FOR 4'6" A.F.F. ALSO BASEMENTS WHEN REQUIRED. (a in _VI NF. 1,0 CL (0 O� ALL EXTERIOR DOORS 00 WINDOWS TO WEATHERSTRIPPED. 0 F, EMERGENCY ESCAPE AS ;1. MINIMUM HEADER TO BE (2)2-1 UNLESS OTHERWISE NOTED. DO NOT PROCEED WITH (a REQUIRED BY PART.714 OF ---- FRAMING UNTIL SURVE Irl N.Y. STATE BUILDING CODE. 1. PLUMBING SYSTEM TO COMPLY WITH ARTICLE 9 AND THE BUILDING DEPARTMENT, A 11111 rll 2. SANITARY SYSTEM TO COMPLY WITH COUNTY AND LOCAL DEPARTMENT OF HEALTH. OF FOUNDATION LOCATIC 4 (3 _,4 HAS BEEN APPROVED. ELECTRICAL 1. ALL ELECTRICAL WORK SHALL CONFORM TO N.Y.S. FIRE UNDERWRITERS CODE. 2, FURNISH FIRE UNDERWR MRS CERTIFICATE UPON COMPLETION OF WORK. __T U 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY WITH SEC. 850 AND LOCAL BUILDING E01 DEPAR WENT. cc in 4. SMOKE DETECTION AS PER N.Y.S. CODE 717.5. 1- 7 4 + ENERGY it 01 !&At M"Il......... 1 41 71_(,Y 7 �6111 7 PROVIDE snott-KICCIING 0 DEVICES MAR THIS 15 TO CERTIFY THAT THESE PLAINS ARE TO THE BEST OF MY KNOWLEDGE, UNDERWRITERS ITERS CERTIFICATE BELIEF AND PROFESSIONAL JUDGEMENT IN COMPLIANCE WITH THE NEW YORK STATE REQUIRED ASIDPAKL72LI COxSEAVATTON 000E5 W us WILDING CODE, IL 0 SIGNED DATE TION APPROVED AS NOTED I PLUMBER 6ERTIFICA ORE f1 B.P. 4 DATE:.j OCCUPANCY ON LEAD CONTENT BEFORE *&4L 3 Alp P( , CERTIFICATE OF FEE: 'J")5. n BY. 111 'J "JI 6, 1(�jt) ,J'w f=' SOLDER USED IN WATER NOTIFY BUILDING DEPARTMENT AT TC) 765-1802 9 AM TO 4 PM FOR THE St FOLLOWING INSPECTIONS: SYSTEM CANNOT > EXCEED 2110 OF 1%LEAD, 1. FOUNDATION - TWO REQUIRED F- FOR POURED CONCRETE 2. ROUGH - FRAMING III PLUMBING AL PROVIDE ANTI-SCALD AND/OR 3. INSULATION MUST THIRMALSHOCK PREVENTING 4. FINAL - CONSTRUCTION BE COMPLETE FOR C.O. S, DEVICES AS TO PART.902.6(K) ALL CONSTRUCTION SHALL MEET N.Y.STATE BUILDING CODE. THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY I fil I� J-:A/�L-L Ci� Eu"LL L:)F V/"�" "'l-,�'c 'x:�1-1 r" qv '5" 1:-1 k�j t"-' �_L:� X) CODES. NOT RESPONSIBLE FOR L 2 111 -4 v DESIGN OR CONSTRUCTION ERRORS if copper tubing is used OfFICL S t.-r _4 for water distributing SHEET system;piping shall be OCCUPANCY OR 0,L only of types�K USE IS UNLAWFUL Oil" 0' U'PAK F_4001%IC7, J!l 'K COO, I fil 01 PLUMBING WITHOUT CERTIFICATE, ALL PLUMBING WASTE 4 &WATER LINES NEED OF OCCUPANCY /.t TESTING BEFORE COVERING IC- OF 1 7- ,T. ,-,. ,.em.me®maemm.+rzeweemAarr•...,..m,._-...,mmemma=ammvs¢aV�xmmuw.sxonavrcz-a,.nT:recx�a..;:,t,m,zaxmarmmsmrw�_rmxrwezxim-vw.rnxn=:nnnvu:n,u+:."E..a-mr.,maa-..;:.m�rov:::crura::maazr:sunaxrv>Lairsrnann::,-,:s.�•:•amu.a:,.v,xr,.:.e,:avuamzW—rrixuc wm:ra:m.�vmsmererya;.uaaazoavai.aa,mnu.m,mmu s.:rurzwma,d•mvwaav�uoarmcanz��,civnmmcmdo®m^�^^-'.••. .._,very �, ... wn",x.n.xw.:v�auwvn• . * «aw. 1\\\ *�rx�- u us 4� (� TYPICAL ROOF CONSTRUINGLES, TO M: 240 Y ROOF SHINGLES, TO MATCH EXISTING r IL TYPICAL INTERIOR WALL CON6TRUCFION: 15 i BLDG' PAPER 1` GYP. SO. WALL FINISH, W.R. @ BATH i" C.D.X. PLYWOOD SHEATHING fH I;" SOUND BAITS AS NGfED 2"X W R.R. 'S @ 16" O.C. U.O,N. 2"X4" STUDS @ 16" O.C. W/ DBL- TOP PL. 2"X6" COLLAR TIES @ 48" O,C. F 2r^ 00 2-'X4' C.B. 'S @ 16" O.C. U.O.N. > '1" 4 INSTALL 0LOFSPAN,C. -CLASS V.D. U.O.N. GYP. B0. CCG. FINIEN, W.R. BATH WN O Z, `[ ,........n . .. - - - .-, .. ... PICAL O.N. ONSTRULTION: ._._ --- ---` '-- � loll J♦r nF 'Ft>_"k W K TYX 6" BOARDS TO HATCH E%IBI. FOR RA%E i _ - - -- [', BOARD FINISH TO MATCH EXISTING 2 - - L ID�JIL\�J _ N N _. - ,.,.w .." ... _ •' . . m.. ".,,. ,. FULLYA S B SOFFIT MILS. 5 I i- EXTER ORWA IFINN6 ft LA ONO O -, _ + F VENTED VINYL SO NUTNO .. ...„.a ......---.... ., - i - I HOUSE NRAWALL F E%"HORSEQ,TE �..•-. „ - - PROVIDE BAFFLE @ INSUL. A6 REO'D IW 62. CLL- 4YG7 .. . ,.- •"` • - _ �4'/ '�'-' " C.D.X. PLYWOOD SIIEATHIMC CONSTRUCTION: .-... ,.. .rr .. -�. K.....,. ._-�..»..-... — .-,...«... ,. . ,, .,.. GUTTER i LDRS. AS REQ'0 w.. .. :...... «,., _ _ .—.___...._._ �• � --�_ -- 2"XY' STUDS B 16" O.C. W/ UBC. TOP PL. GYP ED WALL FINISH, W.R. @ BATH ; ..,.�,....,.,,,.,,,,,.,,,,,,,._,,..,,r,..,.a..�...�.....,„ �..«..,--�,.-mr.-'--•..._.� ., .^.. ...-. _. . . ., -. : .-..,--•�_^„• `-' ., .. "'".' .- ” -,. NIH. R-15 FIBER—GLASS INSUL. Il/ V.B.r U urql- FIL-Al o.H. u IIpp ` - 1 - - � 1 - — - --- - -- 41 L Irl, a lT I �U-'1r IJ ' .. _. _ - _'._- _ __ . - �r!• -' ...- 5h, f'loc L.GiYIIrJLt _ IfYPI AL FIRST FLOOR CONSTRUCTION:momm"m Q` —v—i~ '� � INISH FLORING i �° LLYSP7r].7 '(O SUf✓`�"( -;vLCt' �_ .• „/ j YA tVVY 5/B" 6 C PLVW000 SUBFLOR GLUED i NAILED 2"XS' F.J. 'S @ 16" O.C., U.O.N. I(@ SPAN OVER 8' INSTALL MET. X' DRG. B 1 - ICL. OF SPAN, U.O.N.) �n r __ 5'(L`Y ">?r• I[ ( \ � MIN. R-19 FIBER-CLASS INSUL. W/ V.B., W/SLG. I 7 MELD IN PLACE WITH 'TIGER CLIPS', U.O.N. VID.J CL Kujf'o rgr�x IIS 1 ITYPICAL FOUNDATION ON6TRVCCION: �E (p(p(p! 1;.1 > I(2) Xfi .i0­C.CA. PL. NP/ TERMITR 6NiEL0 i SILT. 6EAL •• I of I%Z ler�TIO W/ /j" DIAM. % ,12" L. ANI:NOA BOLTS ! 0'-0" j: . _1y— - -_. _Q O.C. MAX. / 12" FROM ENDS OR CORNERS MAX. _+ -I B" THICK P.C. FOUND. WALLS W/ 2 N 4 DEBARS L — -4 I N �@ TOP i BOTTOM. , Zb '8"X16" P.C. FOOTINGS TYPICAL SLAB CONSTRUCP20N: ( 11yq'z" ASPHALTIC MASTIC DAMPROFING TO EXTERIOR _.K8"7B#k \//LT [Of •..A W/ 66-1010 W.W.F. G AREA6 ' '•" ' w,....w;"wT� -__ ..� r�,y,-" � 4 W UPON 6" OF GRAVELCOMPACTEDKUWEL UPON N/ 6 MIG. POLY. V.B. COMPACTED 6UBCRADE _ __,.�,n�sssm,.,:,,. L/.���•,/.m.R:..u;,:.,uur."�a.-=,�.�..�-:-.-:,. ...,. -ii .x.or.»mrru4+za Z m Q 7 W n s N � JvZc _ c ain RPOF VWL m 4F MIKE (q Brt�Wi _ WG IN 2 I`< . Q M P 6 m Q m C.O. �.l I� 4.1J{ c.o.0 3 7 - Aida � IICUdE TF;4P �o A�,� 1�-� 11 P�11�1QING. DIAL AM �CFnr_ srstrn No- scAI..E SHEET L - 1 /n -q£i FI 'OhL 10- 26-99 ?toe,e" SS OF _.x.,:•..__...: , ._-:_.- -�,,......:_.:.z:__._,...r_..:,. �,... . .,.-:•.w.....�u-__... ..�_.,..�.._.,_.-.-_:.. � ._. .._.. . _.,.v.�.-z,,,. ._„_i_,-u,.z.•z,...,�.a...,..-.J..�..,u.�z�.a..�..sas. ��_i ��iY(Y1�Y�.Y�dFRV4Y4iWd iYPILi-JUWl1f4.S!L'-�>=nT.W4LLe6an2tiYl.:llY•.iWri[LYe:a:.1+:uY.Wa'J.Xva'YYi JUSL.J:uuVOu�:Lrar:Vs.WWW=�J'r'�'v°isuula.uu,wxatiwLLUY.YWauv.u..wt-,.w:duh-ue..wwu.....oa.'dAv['.•a.uuL'.Yuvte.wmwwa,...ui.YuawauLJl:.'+xu:4.w...w.wut�L-.riw:....L'.i.Jvu nuL..�a�..i:.i,_.uirr.vuu.-nenui .:..... i .u'.muwu.:.w..::w.L•wn.Inuu.biEw4VausYurLvlvWWUWmu.Luis.a:.+r.'.. ... . • ..•..0 : � . _ _ 6wuu uLrrtlW01YaW1uNL6awruYWWWa:WIW uwwYYawn.uYNWsenmA�m.auN.YwviaWu't'uuwnd....__. ._ .- .._ .r n� i.. ,. Ctl..iSQ&r64u'rll- u..—.i..n_. . . 9 I ni FI 101-4 4 G 11 --------- - --- ------ --- ---- -- - -- -- - - — — I� d 1 J > L) fI Ll f f fLrq J N UN DI VIE. E cc N. 0mo IQ_ FtY�TR cHl Ic, w� .. IN SLOP> TH15 Px,E- I I �' ✓N I PC, 1�2 � y DtrYDIL -171-115 1" V � ( 1 � I -Imokf J.F-. UPG•J !Or-I IaG,CYF-7� -� LNI T<Z1, 4u I - -- -- - -- - - [I -- - --- - - - - -- A �a� I - . _ , _,. . A - tff ��� 5G,j9:r(-•("�A" -=-_.,_ . .� . 2.4 BEARMG WALL IV. THICKENED 2.4 BEARING WALL ca Q:=N ,wcu-'cwsT, CONC. SLAB ANGHOR PER NOT'Cj ELEV. GRANGE MAY - - (BELL FOOTNG) - P.T. 2x4 SILL PLAtE bah• VARY DEPENDING r .. �o c.o.e., p,T, 2.4 BILL PLATE ' - -- UPLIFT STRAPPING OF ON LOGATIGN _1"%G��2."�4!=NufliILG- ANCHOR PER CODE. U• o r. ns�alL.v N � . • ..., ...� — � � �I artc+-t wAcslAnlca-rwc_— '. � c• ~. m M1+ I Nl L.tI51+IG:YO7 ___ IIDp _ I LH > AS lJcTf1Y Fi RSL r 1 ��.I L-y ^_,Lu _ _T-Icr^Iv Iz�oi-+ INsua_. E.ys� pis (Y� v1=1C,. Ii.� ls 2�K ��L': IIJ �9r-.'� J H 2„ r o LJ� �— - > d...o' o . - 3S=Trt]"Tl•J2 11.1-TIPKLL Z r 1 '; o a ° 6 LL. O: J - ? P. - r�gloumais=v�Taw es ;a. . ` �A'd a .o d _ -A' aAaFa-t�4'IT . _ •' ( 9 RE-BARS CONT.RE-BARS CON4 SLAB � O'[Gr�F.I, w _ IIII_ -� - _ate —______ - . CL 1 4 (BELL FOOTING) -- ' I .. _ W 1 Bell Footing Change In Q Bell Footing Detail Slab Elevation 1A`E I'-I -V _- -- [1 ' • acat.E1 r.r-m• - � Ii a ;N uU W N 2 �T N vC.1. 1.�J` ✓`-•�� - r TYPICAL FO0'DATION SLAB CONSTRUCTION: (11 2 % .90 C.C.A. SILL PL. ( C W/ TERMITE SHIELD L SILL SEAL � LD 'J�� l� �� Y I`�� W/ THICK DIAM. X FOU L. ANCHOR ROLT6 @ RE_DR: III O.C, MAX. / 12" FROM END6 OR CORNERS MAX, R" TNICX P.C. FOUND. WALLS W/ 2 N 9 REBARS Pn6nn.3�6IZ7iF I @ TOP f BOTTOM R"XMIN AC. FRIGID E 2" MIN. LOW RIGID E.P.S. FROM SILL PL. TO ��� ✓� I �O� /� �` I 2'-0" BELOW GRADE MIN. ■ ❑ EF 2 - Ii - 95 P11�L , m,�a'�!--m----mT,. .._- ,__- _,.�,_.....,... • .�,��__-� ...,.. -, _. _.... _ =:-,.-�,..�_: . ._ _,.___�.,�,.....,_.- -.. ,�-. ..L. ...._n, ..,.•, . , w., ..a,_,..�,... _. ,..,. w.- . , .>,,,.,,,.�..,, ,�_:s,.. . _..., _.r.,. , __L�_r� , •- ._ a,.zu.�,a, "I�Wt '-�•.•� - YAlL4Y4n-4YN•> •• """IIDNltMIId�R.ftld L'£ idL�9lra'.l M!'-:t.vyy,p�C4'%YA417CR�V.4rN+a5v�z,f-0-'.�uA`Y{_ v..P..n'.M LY. S t DIY -1r �/'p / � / /�X� ( �` •1 � ` I' 1 ,llo - 0 1 I IW� h._(/f IVL+V I I�fC GSI .� P� q LJ31/,y,06 '- _"_ 1 �- �N�.RC1'( �TL�"1 GM�NT _ I`T N _ wr'fi-I ISN 4�'+i w�envt0 PIXY u41 pem IE i q 4F�rU iO yT E oW _ r.vy GN-"f14N C�'Y" rVCr rF'TOPSLG s' � '.-�-•s'Pc^ 71-yll qI-cP11 -71- rte II -P� r -- -- M NI TMUM DLUIKEMFU.i7SG.' CTISTf CLMf NE.N•f5 ~.:J�'�� t /- .. A i• .Y 4.0 � e - x9 - -1J3•�0 , r;- I VI REQ r sa 1wa.• e 'I F MOO IPI II 11 1 t' p -I; I1 I H II •.r^w, mmm,.mt 7�.iif.'117^nnx• C-0oe ,C o. GamsemPaese . 7T5 ss 6.L. GGC� _S.F., O GOoe o WILPM,rs Hnulx, r .r TVP, ROOF NO ATTIC 1 `• J - _ TYPICAL ROOF �r�v r1 K':r)F 6�-B'' JWaT -7 Ftf"e)L.A,+ Y lac..DF �•+� " r�'acrl rr S -- V 7 - " . s c JgH rs Mp Ju► Bx•-rte- - -W". _ R � a �t ,. -_.. > - - - . I Use- I f - eT _D-IOOn1 )YS NarCD a., etb.�lu4s n�n.'o'r<;,r o:•. rnF'ni uv Ir 3 , i I '~"WW ,4. _fyl-IrCMIWT JAWES`. u,OTT u.u- H.00 .0 Lio 'l _ Lh x M +"0mo w - PdJF/cL4• Rax9J7 mATGCfp1LG0 -NMC. R w +r. .., w o•' M. •B I -.rs�axx`ax ,t zza ( ) Y I `I i. \ N Yy Ib I I °' E%T.'wpLL 4yD1 du rx.c4.Ccr'1R7- V•'/. o..t . OMa L'..J Z 1`J \ t,ry^ Ih�'_tR � h --FtzJuvc'nw -1NSUL.. E cr=EFFFF--�LDr N4 _ 3,i LA:H4 SE>=AM. _voG]t--�_rQaQ_ CLOW _ CCPD_ w I -• C O 1�"� -� "� _ i •� '' _-YNF6$JCn.I VITIOJm-•f/4G�.t/ 4' INSAJL IIr� I.GC.. • CFI(?VS. _ • - ' {J4 LL l n 3 _ _. -IFm2-R.iu_.d.FON.Co.dR.[Nm TVP. EXTERIOR WALL PI CAL FLAT RD 3 I � -- -� �2N�TJS L_; (.-rnlTm 4�N.ZL973 RFftx TQ N.'LS WrS4T GaJS¢vp- }- lil IIS ou. R4GR�GES TO 7E `'ICavIUC77\VRH Agy'IPGGtp vllpT RC OLJTSI02 'W LL 1 p4( li I 1()1 - COHhLJSTIOrJ AI IC ;?�.'u 'Tv HOJE ATI FI'F• 'ham t;OP" (t.1 V R J/ l.1,r -N 4 FMKIC w/,n�Yc ca c*� 1�nun a a h� II (GIC. LJ2KALIE oP IA :r!H. L+ or9 NIGN6 wA-it-Z G1W( E. 'ate r / vnro: RFIe[ NT/b 0.rwm n,» 2 (U NX tr al 2" •IJ 1 A NVC� YL eeLEGTFJI^, S-r�Tp-1� pPLG r;A e6 _ !.. 1. uc nine om --n: N '3• - / p-'N+ S,oup�TS RaF3,TG. I�R$HWPFI f To cav ROP.+-I To '[4E RR'AUIRET _4MpOE ' Il �2 Cl S ---- -'--I• �- -- '_ . ,-4T+Ts cr �s.-non,S �e17- Td,. L' ;-r, r ` U.74 Dow {}r p �I� y, GIC. rNFRh10'JfATS a4-IC(1. hf b01LLhrNLG I Y 1 I Y O I- f I`•1 1. I ---_• -, - I`•� I� I'W � J • I IBRi vcF1J '1�'-d3•W J'PMW.GGAOeonlo rFI� Love R 19.Oo ---- I a \ I / ., I I I I IN•u 74"I1EIG uiwcTs 41Ao•'F MARL �BMLJC . - TYPICAL SLAB y I - yY,',1 I I � lensar'IWT 9G4RS � r�G I'�StJLd�Tt•.n. I - y_- _ 2� I I _ I I lop I✓auA.L. ca-rmtic.?oN-Is to �Efu PY Hear LVSs IaLGULpTIcvs. TYPICAL FLOOR �. IIs .' 1rr SNGU_ x -IT-IE vaiPwslr��,TT on n.E ca•.,rt,4c.rac 7� n,w1T-NO-rE: / d r - -- _ I I I THG rYLG ¢fk"Y41J d'YPG,� ME4 GNI[dl_ S T$TFT eWU,H.qkt� wll (J� ' TIYF 111 +1` I (�• _ _ _ _ L4i,E.r,.uSIS Inl k1P�ILImTI _:RR /mss P.EITJIReD yr TN3 AUll wly R vALUE+,a FCR %0=-"low q.'(REG DAA( RKbNS C[LE 41JW FtR roR.T +S W F44141•?,1 :i� �1�II 4' � -,L-� 11l_.LII Cd" �`xTHpJT, - U VOLIJES 1.00. �OCo-G,d00 CFL�ZEE NY ¢�rtCJS N2E CIIVEQ RR PpILT L lu 0, I ' --- - - - -- - - I t- Lr� 'RoaF 'T4'EiLaw / II+; • : 1 h" _ - 'I _!I LII 5' n1 III �I. �n L LII A-. 11 - SELL l S '34, W. -_ - _ - , 1 _ �--� M, e .,....,.»il ._ � . 1"'° - - _.._..^_,r��.'�•,..Y . ., . •,,., . , ,. . , , a,.,., . 'i--I ��?-(_ :..pin- ,,,:'•n,..- 1S P- L� -d GENERAL NOTES oar* 9gzo ERAL I. NOWORKi0 TART PP THE -�- -- - - - --- -a,-- - - -" -- -- TXPICAI. GMAGB lINI et (( , '• AUIHORALL RITIESALL XAVI NGFORM TO ISOICTION.xL.ASTA�E�AANODLOG� CODES LAND DE -�- - - S' 'MIN. FROM LIVING AREA, aMORE TIGHT TO 2"X 1�� 4, ANY OMISSIONS OR DISCREPANCIES OF PLANS ANC/OR JOB CONDITIONS SHALL Z 11 _� PNAMING. U.O.N.I AT;OWN 'S OPTION PULL GIMRAGEI, '-- '- AE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE YORK. -_ - - r AV$R THE WALLS AND ,CEILING OR ROOF DISCX) TO I EHNFC$ 1.9N h1iCROLLM1 LVL ABeWS- 3. ALL UNNOTSD OR NON VISIBLE EASEMENTS ME THE RESPONSIBILITY OF THE OWNER/BUILDER' \\ 7 IIlr.�i IN TAbrrl 3'LXfiBR OF SFb" PMPE X'. $B. 7 t IS "1 -IL . M S. DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS y - l , L _ _ `t' r C. P. . -I" - ISI YD�T1OThS 2O ,'AMLL/11e1 SLDBAMB ALI,DEAh1S DY I* } ., _._-�TRr1F, JQ.'(¢T Naa N1II1An. ,SNRTALL➢q XB_�R11R 9N$ CfjRRTN't�' 6. � APPROVED rt5 REQUIRED iBYCSTATEIMDRLO[AL CODES. .. - .. __ __ ._._ /____- _ __ _ - UPxrrn mae. .ri ril_�hf_ENYB- NIFISR._IAS-,NOIT4P.PRL PLAN. I,f, 9 /• -- z)2p (lJ Z'Y`.9 - � ---- i' - - -`-� 1. 00 NOT SCALE•DRAWINGS. WRITTEN DIMENSIONS TAKEN PRECEDENCE. � aL•i• -SJ ZGS /,yxQA W,/ * .R.3 g� AS B OENEt/BU ILOER ARE RESPONSIBLE FOR ALL INSPECTIONS. APPROVALS. CERTIFIGTES. N[y�71 ` _ tfi - CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. .; • ,_�-.�V.iWLTF�Q_77 -l-lll.t-5 JN N.W, [.tlW�rp ddLY /S$ 9• THUS SET OF DRAWINGS ME THE PROPERTY OF EDWARD S. SILSBE, ARCHITECT AND 1 S) - LL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION OF EDWARD - 0 I ? l ... .- � 1 _H," -' 4.FJTr_ w1 Fi• SIU• 2',E61 'Ow f V'k&o•` (LOtxe THS.E SILSBE. ARCHITECT. I PROVIDE AIM-SCALD AND/OR 10. ?HE ARCM iECT IS NOT RETAINED FON SUPERVISION OF THE HORN 15 RESPONSIBLE i _. O __..___- .^_ 'L'�. 1C06.. NJ Ep.ff G0676Y70 nIJ4GV OS H(;'r'-L-fYlt(),1� FOR DEsf6V INTENT ONLY. THERMAL SMOCK PREVENTING _ - _ _Q�__�_N. -CN) -4•� TJ N/(, tin N UWE( j FOUNDATION. CONCRETE AND MASONRY C` V DEVICES AS TO PARC 902.S1K) 1. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. N N.Y.STATE BUILDING CODE' - _ 2. SOIL TO WAVE A MIN. BEARING CAPACITY OF (2) TONS/SQ. FT, N �AUnUOOL�oT)L�-("i)t'�tllM.�'fI[ee or Tlfote $ufljWeU 3. F00'IN6S TO REST A MIN, 3r0• BELOW GRACE. UNLESS OTHERWISE NOTED. 1 d. WALLS TO BE POURED CONCRETE OF SIZE SHOWN OF DRAWINGS. . S. NO BACKFILL SWILL BE PLACED AGAINST FOUNDATION WALLS UNTIL IST TIER Q� --�'-- \-prl M-(K.'T JN1T I -��...,,.<N„r___ -_._ ._- _ -.A•...,11 It .1 .,..n,.-. OF FAPM(MG IS IN PLACE. �0 R. If copper tubing Is used . -XVM.q.A..md. .r •f l++• 6. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. --T, rn- I �DsT _- -_ L4.- N `I1 Jr I -- ------- _ - - - ^Id .N.' •u. nr •In. .^ 7. 'ALL OPENi NGS FOR SEMI POCKETS. UTILITIES, ETC. TO BE FILLEQ.SOLID N Y i _ _ I. forweterdisNlbuting ,.,m,..Y,hn.mn.m..1n MIT', CONCRETE. �N EtBR17 I In shall be n.a.I.1m.:n ld•a.n'.MI. B. iANCb'? BOLTS SHALL BE 1/2" B X 12' L) LONG WERE SILLS r DIRECTLY ON S1 T"� 'h (.� rd M..n.m Hnn•M ... p.:. BOLTS SMALL BE BID- O.C. MAX., O" FROM EACH END OR CORNER MIN. - I/' 1 �• ' r ,• - - 'J_ •-? �i/� I{ SII 1` I ,, of types K or L only ,sly " ' ;�"I�1•I�„P�n a•" a. I0. C., 75PILAB5 TO HAVE ON MIN. COW. STRENGTH OR SANG WITH it IT _ .. /' LL dw. A. .. •a. CRETE TO HAVE AN ULT. COIR. STRENGTH A7 28) DAYS OF 3000 P.S.I. ,gryF�/r (ir JT ?, ,', ,� ,., i 1i.?') yJ/T1 . oI O " I[N. fiMIL. �1 Z� "+/Q 111 •; W SI I -� Wild,V..1.•.M<..n .M -�E EAE VAPOR BARRIE0. UNDER OCCUPIED SPACE. LN a 7': 'XT ✓ r _ _ + '`fCU1.T �_' l HL ' 'f•1, - 7-I , Iwm<a .. IN. .u. w. .f M 1t. �L ' _L JOINTS WHERE SLAB ABUTS FRAMING. � PLUMBING " iaa.. •Vr r, 12. ?: .ENEER TO BE ANCHORED WITH MIN. (1) WALL TIE PER (?) 50• FT. � W r ALL PLUMBING WASTE 13. FL.o- ,DINT AT BRICK LEDGE AND PROVIDE NEEP HOLES, MAX. : 0" D.C., TO DIRECT I� Ntlllnx-T.e.plm Adm m u .7 E41'Li 1A ANY COAT TARSATION BASED THE TO EXTERIOR OF FOUNDATION FROM FOOTING Rs r, ri 7 . Y' &WATER LINES NEED rvro nxN' I,,,,"Yw,y J4. w, A m �-'l2 I Z. 171-IDII - gp I,p3 2 N III yll 4 x U uO PLUMBER i'.Mnaerl"Mimmn .1� maA 0 :' dBOVE FINISH GRADE. ® r (� MJALL w t r,•�1f T+ r', .L� I TESTING BEFORE COVERING yf� .Y`'%TRY W 1 9"I q (? j -•I ON LEAD CONTENT BEFORE •'• d f I. nl . ;.Oneen axl.f.0 BE o.r. I] a emN. (rG -07511000 FOR +EPeTlSrve), v.o.n. p • ? M _ - - _ . Iorx.Y"dwl =n<.a 2. AL UMBER TO BE MINIMUM 12' ABOVE GMDE.L-WEOZe 4�c;J OVT JLC AWr IOANE,, Lx�r a YI 1n ' __ n f dreA).N MMn uq[mJ.hh �; CERTIf/CATEOf OCCUPANCY n c sltE OF SILL TD !' 1' ..w.. . mum. " AR Ie.h. n...e. 3. i0 BE .I000A ANO SECURELY FLASHED TERMITE SHIELD V " 1 pW.. ,,.IL L.M•Iwnul Nn.. _ :1 2"x6% D.O.N. N2{ N p SOLDER USED IN WATER n-,A- ",am . r. M 4, rL'. .OIST HANGERS SHALL BE •TECO. OR EQUAL. y SUPPLY SYSTEM CANNOT u nmrm•Y""''•^d .1 5. ICr,BLE HEADERS AND TRS HERS AROUND ALL OPENINGS _ �V• ' - VII` ".f V-1-IS ?TJ,-Jr- H Lw"f r'1 j ---I � _ �� 'i I "M,my •IG .IJ r.. m.• ..•h .na .r 6. OC'19LE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS AND SATH TABS. M o munN ..W,µ..I.Wal•P I"..n,wll"' 7. IAL. BEAMS, GIRDERS, ETC. TO HAVE MINIMUM A' BEARING. NI' !-I G' ("L.UG �? "'1 .. 'f } EXCEED 2110 OF f Io LEAD. - "PER ' 1".., ..A .nn U. .nm ..p B. AL- WINDOWS TO BE IN CONFORMANCE WITH THE ATTACHED ENERGY STATEMENT, IF 03 ,L 3' - " WT W.w.Amen a n.r wm 0- n" S x,r•,w 1p m.x 32ima.Ill- Wk 1.. 'AP"LICABLE. MODEL NUMBERS ON PLAN. m ^M P")AIDE AT LEAST ONE WINDOW IN EACH SPACE, EXCEPT KITCHEN, FOR EMERGENCY i _+ i UNDBNIRITERS CERTIFICATE F•.,,,.-0.Am..r.n.•. U" IN CONFORMANCE WITH N.V.S. CODE SEC. 713. 7W '11:1. OPENARLE AREA (A) .A, ..Wd mM...,mJ,nIWA.IY, �T. :R. MIN. DIM. IB' BOTTOM OFOPJaxac MAR. )'5" A.= " AP^,vE GAAOE; MAX r I� 1, �� rM.M V. A.F.F. ALSO BASEMENTS WS BEWREO. REQUIRED - m..^.mlW.mminw r.rw e'S' -'Cr.> '�r rn" - ' OCCUPANCY \r1/1 (1 _ D"�'r�Pl'W"' I0. ASL EXTERIOR ODORS ANO WINDOWS 70 BE WEATNERSTRIPPSD. 1 , �' ,'� 1l lJl/U PANtIY OR - -Ad, I.1m .. I. M II. NIVLMIIM HEADER 70 BE (2)2- n I=^ UNLESS OTHERWISE TOTED. 1 �• \� 'LJI, 1. _- `T rCu'r..RCF IA.•t Raw a .xM rte. n' PLUMBING rj) 1" 2^ D�3T I aW [r) •• nnL..Vr whdr.Mwl.- l3/N"% IIrM" Z. P,S.:., pN TR.F'.-E 1W '� "` . •30 � Ca72"'+1 +' M'A0P• 2 SANITARY ! TEM 10 COMPLY WITH 7 -- -_" - - - - USE IS UNLAWFUL ,. SANITARY SYSTEM TO COMPLY WITH ARTICLE 9 AND THE BUILDING DEPARTMENT, - -- i ' _0.__.__. 0.V 11AL 'vuP S •'S i M COUNTY AND LOCAL DEPARTMENT OF HGIiN. -'r �ro ar _ y_4� �a IC 1 - - 0'IT ROUT CERTIFICATE, � ELECTRICAL OCCUPANCY � G�-7')'I,IJ'�L 1` � IC'-rTl.S-/'� �`•.IL � I�� -��p'E -r /( .�� ,• ALL ELEC LGL WORK SMALL cGNFo101 TO N.Y.B. FIRE NbERMAITERs CODE .yQ/y JS , Ud of •L-G J" , C:' 6'/V' L' I V IV T'T`� 2. FURNIBM AL H NTNG AND ENS INNENT CERTIFICATE CO WOM WITH C OMPLETION 8 OF AND WORK.LO - -- - df P'r . rtei �► Ir zc. q 3. LECTRIET WIRING AND EWIIMENT i0 CONIIr M1 N SEC. BBO AND LOLL BUILDING -Lif _-_ - - i - - - - - 1 - -- - - -- ` //)� 3or_e(­ts� �rVG .�,F I'i.MG T. <�, rn p�rG " a•.rr�+wr� . J - d - ' ' ca`l'f. T7�11 :12''r'IL7' R , e,Jr'r,) AMLrIEItIOG� CLF}HS AKI ��) 2"x. � DEPARTMENT. 1 _ ID A. BmdNE DETECTION AS IEII X.T.B. COLE )V.S. -43--lo-VE ?S 2 � ( A Pry SIT, r/UC + ,--r t 'T� G 1 R' 2>7z i L t?`J APPROVED AS NOTED +` .--Y - C �> c�Eri'; �xEADr \t I a° 'A` - ( E �, L �'�` n. L.1 PSE1 IS IS 10 CERTIFY THAT nRSF ILARS ARE TO TWE TEST OF NY KNNAEDGE, A - _--- . N I !' I OFEEE. q8J BY: J caN- �) I' I % "} 1' IEUBF AND PAOIESSIOML JUDIEMENT IN COMPLIANCE MITI THE NEW YORK STATE R MLWfER ' ' _�'1__ 1. .- I " 1 'J I- It - `� 765-18028UILAM DEPARTMENT AT Cxy) 1 K IZ`I G7.`T 41' I -` .II": p . (�'"; "NSE Arran aces. AM 4 PM F I I 9 TO OR THE „T I 101 if LAI-,y'il p IT FOLLOWING INSPECTIONS: L G - I tl X11 --� �'1J '� 1 FOUNDATION • TWO REQUIRED 4 9 A97 -- _----.-._--- ----- -- --'---- -' - ROUGH -POUREDCONCRETE FRAMING PROCEED WITH YPROVIDE SM KE-DETECT GJ r, . p s cT as _ . G - {l) l hk. ), �1 7 Z. ' DO NOT Y � 2. ROUGH - FRAMING & PLUhNN1G 3. INSULATION �--� 4. FINAL - CONSTRUCTION MUST 7 9 Ig99 - Be COMPLETE FOR C.O. OF FOUNDATION LOCA�i ION AS TO PART.721.1 I I -� ALL CONSTRUCTION SHALL MEET HAS BEEN APPROVED. Y i ' I 11 THE REQUIREMENTS OF THE N.Y. N.V.SBUILDING CODE. STATE CONSTRUCTION - --i I & ENERGY CODES. NOT RESPONSIBLE FOR a TZ T' J ULDc J6 - '---"--"---- - •� DESIGN OR CONSTRUCTION ERRORS PROVIDE OPENINGS FOR PROVIDE rM NR. FIRE ZE #2 EMERGENCY ESCAPE AS RATED SEPARATION '�' S - `BRE'V, #1 S RATA N TO i I� �� � REQUIRED BY PART. 714 OF PART. 717.3M (1)OF to- z •' ' + ;, I� 1+�7r-' N.Y. STATE BUILDING CODE. N.Y. STATE BUILDING CODE. a- - '`i f n ..s._ «r..,.:,:,.,-._.,x.:....,,,....,:,._,:n.,aaC.•y..n,rwr.'..M. . -. _.-..-.. ._-'.rex'.em.,rnuema•,d.';wwlwrr...ee'u.amAsv+ at,.._ .... ...,.,. ^ .�wwu.zl�.w.,.,:suc.rv:'m.ra.An>1:Ja,+ry w.VnM: -'-- .. - . . . P�^-`L jnl 7 iii ggzc, - --I - • k ID31r 4 Hp n { b I0 r ' ^^% 4ASOAADS FOR RARE d \ d -v Jib_ R P FoZ 'frn , V^ � . .ASC:A EGAADC FINid'i TG MATCH EXISTING _mac F'71L CU---9Og2 -�JLZL' -G _ r_L.L/\/.IrF. N, e F• I. I n, h PULL 'VENTED _ e I SOFFIT NILS, �= 1 FJ- A� INSUL. AS REp'D " nw[ snLnuccs, TITICAL IIDDF CDNflROCTId11 V' T PAOV DE BAFF 15 / BLDG' PAPERzp � i GUTTER-3-LDR6 A5 TICAL SECOND FLOOR CORSnUCTTOI . }" C.D.X. PLYWOOD SWIATMING FINISH FLOOR NG 2^%!l�A.R. 's ! 16" O.C. U.O.N.1ce NAry It 5/8" T,d G PLYWOOD SUHFLOOA GLUED 1 NAILED 2"%6' COLLAR TIE9 ! ie" O.C. V __ a O - .� o.p _ -._ 2"% bn F.G. 'S P 16" O.[. , U.O.N. _ A L SOF SPAN, U.O.NSTALJ�tlT�T`�'.9AC._.! _ - 2"X ANC.B. 'S ! 16" O.C. U.o.N. v CL. OF SPAN, U.O.N.) L I _ � � - - .-- -IL.SPAN_OVEA B' INSTALL MET. '%' BAG. I' r " 4 MIN. �� SPAN, 9FIBER� 7 GLASE 4 3} SOUND BATTS AS NOTED i" 1NSOL. W/ V.B. U.0 N. GYP. BO. CLG. FINISH, W.R.y _1 ! BATH GYRI HD. CLG. FINISH, W.R. I ! BATH _ I �� JUNL7(a,V OF RR I I Q ,! d• ( _ ( z•rlr P•Ar-I. - -- (')3'�' - T iL 4t aX uKSH EaK �1CC /�Mv✓; Q+, I`!\ I I%"i-LpTj a \ I--G2_�'I•_I_-I_I-_- _- -- _ - ._._�_J�-II��_--- �I -_G_'_S I j � I _ _ - - ��-- I�• I -_ _- �-"--.'...mo-._o_:-_ara-rz-- -- .'- _ TYPICAL YPICAL OAOF OSPHI!NGCATHEDRAL LTESRE,D1R�AL CEILING�ZCOxXjSiTL�R cOCTI01:I 114 10 � 15 N BLDOG' PAPER �-U1 C.D.%, PLYWOOD SHEATHING O ? 2"X101R.A. 'S B 16" D.C. U.O.Nr i (! SPAN OVER 8' INSTALL MET. '%' BAG. tZ;^ *Z ��1 T Lal P000.O MIN. R-19 FIBER-GLASS INSUL. W/ V.H. V.D.N, f\` I� P, Q I i I I IZN 6 ! CL. OF SPAN, U.O.N. ) W _ --iN PO(tY C?- POQHRA SIO�vM.t" }" GYP. SO. CLG.i FINISH, N.R. ! BATHcusp aE � � �T- 'ROOF 5' _ - �TiP /t}. POSY . .tea _ _�EF R.Ies urON Wu. dRt, 1 ! C.H SLD Tb KS y L I ! m ¢ 5'TAwQ _PF [DArf. _2" vmNfrlrrfLEmi_4 N rA>To nD.L coot _I .CY @ 4[(.t d H, `\ I n cr CN 9'aOF C. 6N TO FNLS ,L fir, R. dIL U LZV4ET AS FlarW AJ RW4S, HEAT PRODUCING EQUIPMENT: + L'ITI II` { ly r' � I�1' ,� CONC. WALLS & FLOOR, IF :HE WD. FRN., CLC. ABOVE _ p ' p�l� �I TYPICAL DEQ CONITRUCPION. `----- - W--^"'--�I OR ADS. WD. CAM. SURFACES CAN BE HEATED IN EXCESS Ide I �1 ryP, 5 N % x .60 C.C.A. , S.Y.P, r DECKING OF 175' COVER WITH ONE LAYER OF 5/B" TYPE 'X' GYP. '�'-' I � _ ) li' II RAILS AS DETAILED OX PLANS, MATERIALS AS ABOVE BD. TO THREE FEET BEYOND THE EQUIPMENT 2" X D,S. '9 ! 16" O.C. U-0-K- (! SPANS OVER S _ I 1 n ISISTALL MET, 'X' BRG. • CL, OF SPANS , U.D.n.l -C�1- ' -\�' ALL SUPPORTING STRUCTUA8 TO BE .ID C-C.A., S.Y.P N I I - _ _- OF SIXES NOTED ON THE P,,wNB � U I I P -BEN i }; -•,r a I TYPxCni LEDGER BDATCHC-ILr'o.4 - 'b O � BD. TO lWTCH INTERSE TING JOISTS, U.O.N. - _ - — d'� SECURE WISH j" N X 4" L. ILD. LAG BOLTS P 16" O.C.r I _--_�Iy—����Y I _— I , ) Q {Nri; ALL t•-,HQ, C41�ky' p(, yRC, pyPg ,J F' U.O.N. STAGGERED TOP/BOTTOM, OUBLE P ENDS, WHEN p _lfnv ,,="'¢j,F-A -[( \ .YIB �. FPEK- aF: C'i,, yro" n Da, yTr1A�c,ex(a ° D.r.) a rwT, 7 FOUND. WALL INSTALL WITH LEA SHIELDS p —I _ I _-yPON -4 To Pim _ nNU{aF FD Ito 12 ,�, 1L 1,U !1' yr 5^L' w, P,r. PR-4� RSD. fCTr[7NyS FIX 11MCH tb ! r••lAI, Ci Y��CL f Tb Npm-mSi 4P,1, L _ � _ �inil�Ml:— ri�INanooN cantfla'cf'faN `.32-0 All ti T lil 21 11 - J @ Lrr -I - LTR FINE ER LIVING L 'AlBAeNAl LED — _ - - " - I _ 1 NG AN i B B" T 6 G PLYWOOD BVRFLOOR GLUED J � yat}I "uL ly.A1 (�MI�FIaIO (f AFAR r.a. 'e ! 16^ O.C. v.o.n. 11 A" P.C. /L 1) w /TEE ONEO PAN DVI11 E' .METAL i1ET NDTG�i', ��'�"^"� -..Q ! as rG�G A.R.1. AB\ HIM or 19AFZ U.O.M.7 t. L. CL. 41 r - �� .- -..-������� UPON 6" Or ►INE GMVEL CON�ACTRD 0!011 C-'p-j6pACTED IUBCMDE MIN. R-19 F EER-GLASS'TIGER R/ N(,6 MIL. POLYti V.1. __ HELD IN PLACE WITH TIGER CLIPS', V.O.N. C'l ULZ a Gt i�'Y�l^. IS TJ P9•:r ral.-�f,J 11 'x' - ` . ._.. . . �FtIIQL IDONDG'FtbN ob1lRllloC7'foN: / -�•..D1 - _ I P>.U. t � , / 171FF: ('t-"7 /.�:+' I TYlI � GYP. DD. WALL FIN R. ! BATA '12) 2^%a2 .!0 C.C.A. BILL PL. At TER ITE F,�I Q j p1 12"X4" STUDS 16" O.C. W1 DAL. TDP PL. N/ } OIM.E% D' L.SANCNOILL GDOLTS ! B'-0" % "- 4r�Q 1'J- CZ) 'G(7. 1211 P.F_ s Z ' VRJ V " w/ No >1'L1 TS J LLIY.N tA;, i - -- - D.C. MAX. / 12^ FROM ENDS OR COMMERR MAX. • ,• a ` ', IA R " _ !XOVSE B„ THICK P.C, FOUND. HALL! W/ 2 II 6 ReBARe ..yy�.�.. 61 - %TCRSOA WALL FINISH AS NOTED ! TOP {P.C. FO ' n ^ - --- `,, � N 11 • `;D 4 � !'!) 2j Id n r d ' � P-,T I Cay 4, C4P �i (`' C2.7rbVCI 2T',1'•F6cA8 RxTlotxaN HALL oDNRTRDCr.ONa B"%16^ . . FDIM'InOs P E' _ 'uA /;�#PJIC Z X / D,, , X2 x Dr- M^.C, 9).X. r TYVER^ OR Eo. S7 T 6 f GJ k:a STODS P 16" O.L. N/ DBL. ASPHALTIC MASTIC DADIPAODFINC TO EXTERIOR •1 Q - - ....__ ____ __._.-_.-_. _--,� - ry I D.%. PLYWOOD BREATHING TQr_rL- -- o anracy c"Pw" '7' tc I Pp, P<-, w fJ ,. 1 r, , S 'MIN. P. FIBER-CLASS INSUL. W/ V•8--�2cN--/ANO INSUL (AJO eno ID '� .-.--_-�_..__��----_._.T—________ � P ("L'�TrY J, � � �I,I[1 f"(]L I/JS7/C(� IZI'1CIZn . i</„)U Glk�•OI Z GYP. BE. WALL FINISH, W.R. P RATN �� r _ --•-------- -...---. __.,_ ... -- -- '--_ - . ----- —' lurac, 0rj "r,f-1 yfur, cr> pt"i_ P.o'-n, ^c. 7o E1Rg fort Ly Cal ft, I I, g' 7��R1`► —� — y. N P ,� -'-_ _� .--.-_.._._...-.__._ _ I` -y12 - _ 'lil.�Tlt-ft/SLLY ISSIN �iL•Z+. r��� - -"- •i GSJ Np � NNpN C W Wa Ccf-rr,-- SF.LIg,Z Gam, wALf. 6LL -25 - TIE -- - .. 7J f+•Of7F._ ,F.LIYJ "TyP>L. • CGGI P.'v-tS .PAF SCOPE hr�s�( SET -ro �I - / f"IhYIZH Yn'° f oO% RaOFe Idlz(IL w/ I I 1 4"s AATTe-P p• +- - __ ___ _ _ _ , q"v1o" GONS7. �i y t' In 16 F F i j lEE -- — P I 7. � �q"V1"Sfi�Ps Q OMD'.E J I � v K 3 I O I H yT� 41 Lu Iqq #t lo.:o ./fib wpm-fr. 4. 1 . 117 PINAL pp 2 p;v `141-7 q9 z�