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28550-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30337 Date: 08/06/04 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 680 MIDWAY RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 90 Block 2 Lot 9.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated .]UNE 19, 2002 pursuant to which Building Permit No_ 28550-Z dated JULY 11, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #4574 DATED 6/11/98. The certificate is issued to PREM C & THERESA M. CHATPAR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0196 07/26/04 ELECTRICAL CERTIFICATE NO. 1162724 05/04/04 PLUMBERS CERTIFICATION DATED 06/07/04 MICHAEL RENICK _yPlor< ed Si ature Rev_ 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N_Y. CERTIFICATE OF OCCUPANCY NO: Z-30338 Date: 08/06/04 THIS CERTIFIES that the building ACCESSORY Location of Property: 680 MIDWAY RD SOUTHOLD (HOUSE NO_) (STREET) (HAMLET) County Tax Map No. 473889 Section 90 Block 2 Lot 9.1 Subdivision Filed Map No. Lot No. conforms substantiallt' to the Application for Building Permit heretofore filed in this office dated JUNE 19, 2002 pursuant to which Building Permit No_ 28550-Z dated JULY 11, 2002 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 ACCESSORY BUILDING AS APPLIED FOR & AS PER CONDITIONS OF ZEA #4574 DATED 6/11/1998_ The certificate is issued to PREM C & THERESA M. CHATPAR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0196 07/26/04 ELECTRICAL CERTIFICATE NO_ 1162724 05/04/04 PLUMBERS CERTIFICATION DATED 06/07/04 MICHAEL RENICK Avtho�ized Signature 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. 28550 Z Date JULY 11, 2002 Permission is hereby granted to : PREM C & WF CHATPAR 6 SIMONSON COURT GLEN HEAD,NY 11545 for : ADDITION AND ALTERATION TO A EXISTING SFD TO 4 BEDROOMS AND NEW ACCESSORY BDG AS APPLIED FOR VI/TRUSTEE ' S 4943 , ZBA 4574 AND DEC, INC FLD PMT at premises located at 680 MIDWAY RD SOUTHOLD County Tax Map No. 473889 Section 090 Block 0002 Lot No. 009 . 001 pursuant to application dated JUNE 19 , 2002 and approved by the Building Inspector to expire on JANUARY 11 , 2004 . Fee $ 1, 363 . 90 1 Authoriz6e Signature ORIGINAL Rev. 5/8/02 - )5- 3 3e f13-�7�U.. . Form No.6 — _ - TOWN OF SOUTHOLn. BUILDING DEPARTMENT T6R'N HALL 765-1802 X'`04 APPLICATION FOR CERTIFICATE OF OCCUPANC- This application must be filled in by typewriter or ink and submitted to the Building Department with the followinng.-% 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 Plannine Board Approval of completed site plan requirements. B.-FordstingbuiWiags(prierTo-lir+L9,,4W)-aen-eouforminguses-,or-Iruildings-and"Pr-e-existing'-'-land-uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features, 2- Aproperly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4- Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15-00 Date. J J200.1� New Construction: X Old or Pre-existing Building: (check one) Location of Property: an mA,�tx)CZE r4 House No. Street Q /v� � Hamlet Owner or Owners of Property: r�Qr&sa k--33�fQJY P U 5� - t C G,'y d 91rP1(Yl C- l.P' j! �' Suffolk County Tax Map No 1000, Section PA-4+1 Block 02- Lot Cf. Subdivision M/0 W az y }it 10 fA-4+1 Filed Map. Lot: Permit No. , ;5 M- 2 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval' Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted_$ Gam/ VA.� ✓!��,�r.C��/ r- Applicant Si �— • �%��� APP Signature L 0 �(3 s - �(Ca — Lf 13 — ��trJ � . Form No.6 TOWN OF SOUTHOLD.. BUILDING DEPARTMENT T01vVLV HALL 765-1802 8 2f 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: I. 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 06 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 existingbuiklings-(pr--for-to 4ptal-9,4957)$on-conforming-uses;er-huildings-and-``-pre-existing'-'eland-uses; 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant-If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50-00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. jdzt y 8 20--$ New Construction: Old or Pre-existing Budding: (check one) Location of Property r1730 mUe<Ct t-/ a-E7 . HouseN_o. 1 Street Hamlet Owner or Owners of Property: I V pV&2A lti. e'VrW 4-cli/ Ct,N d elr?A"ri Suffolk County Tax Map No 1000, Sectionq� �q71(`) -0 Block 02 Lot Subdivision ��t cam , 5 PFiled Map. Lot: Permit No. LnS5D- Z Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ \�j L� �(ticl� Applicant Signature ��gUFFO[�-c0 0�0 Gyp �+ a Town Hall,53095 Main Road O • Fax(631) 765-9502 P.O-Box 1179 y�o! �� Telephone(631) 765-180= Southold.New Pork 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building PenrlittlNo. Owner: (Please print) Plumber: (Please print) f-, I certify that the solder used in the Neater supply system contains less than 2%10 of 1°o lead. (Plumbers Signature) Sl1-om to before me this day o� 20 a° RVISPPA E.DOEPP Stale of New Yarn Me.01DO4832039 GUBM13d in Suffolk CourR. Notary Public, TCounty CMMOWM Expves !i . APPEALS BOARD MEMBERS 9v OS �C 0(� Southold Town Hal[ Gerard P. Goehringer, Chairman 2� j 53095 Main Road James Dinizio, Jr. 7* ,0 T ` F.O. Bax 1179 Lydia A. Tortora O �.; Southold, New York 11971 Lora S. Collinsy' ZBAFax (516) 765-9064 George Horning 0Telephone (516) 765-1809 2—y-. BOARD OF APPEALS TOVirN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 23, 1998 Appt. No. 4574 - PROM CHATPAR PARCEL 1000-90-2-9.1 STREET & LOCALITY: 680 MIDWAY ROAD, SOUTHOLD DATE OF PUBLIC HEARING: June 11, 1998 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is located along the southerly side of Midway Road, extending to the easterly end. The total land area (upland and wetland to tie lines) is 44,995.85 sq. ft. The survey, prepared by Joseph A. Ingegno is last-dated May 19, 1997, and shows the location of the existing two-story frame house and one-story frame garage (to be removed)_ BASIS OF APPEAL: Building Inspector's March 10, 1998 Notice of Disapproval which reads as follows: "Your application dated December 20, 1996 for permit to construct a two-story addition to an existing dwelling and an accessory garage . . .is disapproved on the follow- ing grounds: the two story addition and the proposed construction of accessory garage encroaches on setback requirements of 75' to bulkheads, concrete wall, riprap or similar structure, Article =11, 100-239.4B." AREA VARIANCE RELIEF REQUESTED: The variances requested by applicant are: a) To construct two-story addition at the southeasterly corner of dwelling, with proposed setbacks at 39 feet and 46 feet (variables at the closest measurements) to the existing c Fsest butktiea ; and b) To locate an accessory garage of 25.6" x 28' in size, plus extension and wooden step area of approximatel64 sq. ft. , all as shown on amended sketch: the setbacks are propos at 75 feet from the most easterly bulkhead, 52 feet_ from the southerly- bulkhead, and 61 .5 feet from the nortlierl� property line at its closest points. (This proposal was modified by applicant as a result of the June 11, 1998 hearing and discussions . The applicant's original proposed location was 66 feet to the easterly bulkhead, 54 feet to the southerly bulkhead, and 59 .5 feet to the northerly property line. ) age 2 - June 23, 1998 -Appl_ No. 4574: 1000-90-2-9 .1 (Chatpar) Southold Town Board of Appeals Applicant, through his attorney, has indicated in this application that he is not requesting variances based upon former Notices of Disapproval issued 1/6/97 by the Building Inspector. REASONS FOR BOARD ACTION, DESCRIBED BELOW: Applicant intends to remodel the existing house, including an addition of roughly 250 square feet to fill in the house's southeast corner, and to replace the existing garage with a nev, garage plus study. Applicant requires variances, as described above, from the Ccde's requirement that structures be set back at least 75 feet from bulkheads. On the basis of testimony present and personal inspection, the Board makes the following findings: (1) The proposed addition at the southeast corner of the house is a key elemen� Dlicant's remodeling plan. The addition is proposedto'��ae—'- {'" t from the bulkhead at its closest point, whereas the southeast corner of the house at present is approximately 50 feet from the bulkhead_ A setback of 39 feet is not inconsistent with setbacks on neighboring properties, and the granting of a variance allowing such a setback will not cause an undesirable change in the character of the neighborhood or a detriment to nearby properties. (2) The requested variance relating to the house addition is not substantial in view of: a) the setbacks on neighboring properties and (b) the fact that the entire rear face of the house will continue to be at least 75 feet from the southerly bulkhead on Peconic Bay. (3) The requested variances in relation to the house addition will not have an adverse effect or impact on physical or environmental conditions in the neighborhood. (4) The existing garage is deteriorated, and the benefit of a proper garage can be obtained only by construction of a new building, the location of which is some;,ihat constrained by the location of the septic system (as well as by convenience) . Applicant's amended plan shows the new accessory garage building set back 75 feet from Alidway Inlet and 52 feet fi-rm the southerly bulkhead- on n t sand beach. The`existing accessory garage building is�pnoximatel�T-0 feet from that southerly bulkhead at its closest point. (5) The grant ofd the requested variance relating to the garage will not cause an undesirable change in the character of the neighborhood or a detriment to nearby properties because the setback from the southerly bulkhead changes very little from the current setback, and in fact is increased. Such a variance is not substantial. •ge 3 - June 23, 1998J510� �ppl. No. 4574: 1000-90-2-9.1 (Chat_ / F outhold Town Board of Appeals W�Wa- (6) No regrading or fillii ^ rye " �` C`cf Construction of the new garage-plus in applicant's amended plan will not on physical or environmental condition c The Board concludes that the foll necessary- and adequate to enable ap; have a proper garage :.bile also character of the neighborhood and t the community. RESOLUTION/ACTION: On motion by Chairman Goehringer, Seconded by Member Dinizio, it was RESOLVED, to GRANT the variance relating to the house i addition as applied for and, as alternative relief relating to the i garage to GRANT a variance authorizing the location indicated in applicant's amended request. submitted on June 12, 1998, subject to ithe following CONDITIONS: J (1 ) The subject accessory building shall be used only for purposes accessory- and incidental to the use of the dwelling and shall under no circumstances be used for habitation, rental, or other unauthorized purposes and in accordance v ith Ov.ner-Applicant's sworn Affidavit of Februa.ry _2,- 1998x_. ._._ ...... off (2) The subject accessory building may contain one three- quarter bathroom (a toilet, sink and shower) which shall be located on the ground floor (in no event shall more than one such facility_be... - .--- I (3) The subject accessory--bttUdixg`shn$ not, exceed_. i teen, (18') ,feet in height in accordance with Section 100-33 of the Zoning i I VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER, DINIZIO, I TOHTORA, COLLINS, AND HORNI I / GERARD P. GOEHR N'GER , AIRMAN 90-2-9.1 / ' approved 6;27/98 I ✓ a s 19 rJJrlrrJ�r franmarann�nr�ar�ran r fr�rJ�cPrJ�rJ�r1APrJ�r�r�far�franr�l�ra J�r�r�rJ�rJ�Far�r�PrlrJ�rJ�rPrrarar�n e Irl BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 SPRINT ELECTRIC, INC. PREM CHATPAR 5 480 BROOK AVENUE 680 MIDWAY RD 5 DEER PARK, NY 11729, SOUTHOLD, NY 11971 Located at 680 MIDWAY RD SOUTHOLD, NY 11971 5 Application Number: 5 1162724 Certificate Number: 1162724 Section: Block: Lot: Building Permit: 28550- BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 CU electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor. Detached Garage, Outside, .attic, CS A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 r� authority having jurisdiction, and found to be in compliance therewith on the Day of S ,7L.1 4th DIav, -004_ 5 Name QTY Rate Ranna Circuit Type 5 alarm and Emergency Equipment 5 Transfer Snitch 1 0 100 amp Sensor 1 0 Carbon monoxide LU' Sensor 5 0 Smoke C 5 Appliances and Accessories Exhaust Fan o 0 F.H.P. 5 Dish Washer 2 0 1.2 KW, 5 Disposal 2 0 F.H.P. 5 Oven 2 0 30 .amps 5 Future.appliance Feeder 2 0 20 .amps 5 Fumace 1 0 Oil 5 5 Water Heater 1 0 30 .amps Air Conditioner 1 0 60.000 BTU Air Conditioner 1 0 4S.000 BTU _air Conditioner 1 0 36.000 BTU Fumace 1 0 Gas i5 5 Wiring and Devices seal Receptacle SO 0 General Purpose 5 Cont nuzd on Next Pace 1 of 2 L' 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. r ® rJ]rJ ar�rJ@Pr�cPcP�PM'L3PLcJ'ocPcPr3PLrL3L3PL JLrJIrJ�rJ acPrJ arJ�rJ�r�rJ�cPr�cPrJ�rJ��Pr�rJ�rJ��PrJc fcPrJrJ�rJ�LPLrL3L3rL3 rJ'aoPrJ�rJ�r1�rJ�rJ�rJ�rJrJ�rJ�rJ�r�rJ aJ�fa D r@RPtP rJr�rJ�rJ cPr�Pr�rJ�rJ�r�r rJ�r�ranrran�nrarll9MrEjrffndr� uinrauin r r r�nn p� BY 5 5 NEW YORKTHIS CERTIFICATE OF COMPLIANCE THE 7c O OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 rj 40 FULTON STREET — NEW YORK, NY 10038 55 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by SPRINT ELECTRIC,5 5 C. PREM CHATPAR 480 BROOK AVENUE 680 MIDWAY RD �5 DEER PARK, NY 11729, SOUTHOLD, NY 11971 5 C��7�, 5 Located at 680 MIDWAY RD SOUTHOLD, NY 11971 Application Number: 1162724 Certificate Number: 1162724 r�—I 5 Section: Block: Lot: Building Permit: 28550- BDC' NS11 5 1c Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor. Second Floor, Detached Garage, Outside,Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard e5 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 4th Day of 5 �+ Ttla}', 2004. 5 5 Nsme QTY Race Rating Circuit Tipe Switch 74 0 General Purpose h 5 Fixture 96 0 Incandescent 5 Paddle Fan 1 0 GFCI Circuit Breaker 1 0 20 amp Appliance 5 5 Receptacle 19 0 GFCI 5 5 Disconnect 3 0 60 amp Air Conditioner 5 Service i 5 1 Phase 3W Service Rating 300 Amperes 5 5 Sen iceDisconnzct: 2 150 cb 5 Meters: 1 5 5 5 5 5 5 sea; 5 2 of 2 r,I 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 t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 6EC PERMIT NUMBER EFFECTIVE DATE I 1-4•738-01037/00004 August 26, 1997 FACILIT, PROGRAM NUMBERIS) EXPIRATION DATE(S) F E RH I T I August 26, 2001 Under the Environmental Conservation Lau j TYPE OF PERMIT ■ New ❑ Renewal IJ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Duality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid'Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19: Air PoLlytion ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined G Article 15, Title 15: Long Land Reclamation ❑ Article 36: FloodpLain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ ArticLes 1, 3, 17, 19, 27, 37; ❑ Article 15, Title 27: Wild, 6NYCRR 380: Radiation Control Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands ❑ Other: PERMIT ISSUED TO TELEPHONE NUMBER Prem Chatpar I! ADDRESS OF PERMITTEE 6 Simnonson Court Glen Head, NY 11545 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER En-Consultants, Inc. 516-283-6360 1329 North Sea Road, Southampton NAME AND ADDRESS OF PROJECT/FACILITY Chatpar Property Midway Road i' LOCATION OF PROJECT/FACILITY i Southold SCTM# 1000-90-02-9.1 { COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Midway Inlet, Peconic Bay DESCRIPTION OF AUTHORIZED ACTIVITY �. Remove an existing garage, construct a new ga - erage/guest cottage, construct an addition to an existing dwelling, construct —� a brick walkway, and install a new septic system. All work shaLL be done in accordance with the plan prepared by Joseph Ingegno dated May 27, 1994 Last revised on May 19, 1997. I Sy acceptance of anis permit, the permittee agrees that :he permit is contingent upon strict eompLiance with the ? - an - ions i c iced as art of cGL aLl a DLicahLe re ULations, the General CoMiti cns specifi en (.ea Gage _) and y SG=ciaL Condit n l c p 3 -nis csrmit. i� PERMIT ADMINISTRATOR: ADDRESS q George W. Hatrtnart'h 1"W Bldg. =0, SUNY, Room 219, Stony Brock, NY 11790-2356 I � AUTHORIZED SIGNATURE�T DATE�1 r, �/. '!>v" PA �//</ Page 1 of5 a, , � 8 CI�FIC1'OT BOARD OF APPEALS (516) 765-1809 ZBA tel. Southold Toun Hall 765-907/ fax 5.509.5:Clain Road Southold, MV 11971 June 29, 1998 Patricia C. Moore, Esq_ Moore & Moore 51020 Main Road Southold, NY 11971 Re: Variance Determination— Project of Dr. P. Chatpar Dear N • . L oore: Enclosed please find a copy of the Appeals Board's determination, with conditions, regarding the above project. Before construction activities may be commenced, issuance of a building permit is required. Please contact the Building Department directly at 765-1802 regarding further review. A copy of this variance determination has been transmitted to the Building Department for their update. Very truly yours, fes" ---qqq����✓✓✓l' GERARD P. GOEHN�QTER Encl. CHAIRMAN ��`� cc w/ encl: Building Department Original filed with Town Clerk's Office "Ji e . . APPEALS BOARD MEMBERS yyo��SOFFO(,��OG Southold Town Hall 53095 Main Road Gerard R Goehringer, Chairman c f4 James Dinizio, Jr. ti = y P.O. Box 1179 Southold, New York 11971 I ora S. Tours y �� ZBAFax (516) 765-9064 Lora S. Collins 'Tl George Horning �l � � Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 23, 1998 Appl. No. 4574 - PREM CHATPAR PARCEL 1000-90-2-9.1 STREET & LOCALITY: 680 MIDWAY ROAD, SOUTHOLD DATE OF PUBLIC HEARING: June 11, 1998 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is located along the southerly side of Midway Road, extending to the easterly end- The total land area (upland and wetland to tie lines) is 44,995.85 sq. ft. The survey, prepared by Joseph A. Ingegno is last-dated May 19, 1997, and shows the location of the existing two-story frame house and one-story frame garage`(to be_removed).___ BASIS OF APPEAL: Building Inspector's March 10, 1998 Notice of Disapproval which reads as follows: "Your application dated December 20, 1996 for permit to construct a two-story addition to an existing dwelling and an accessory garage . . .is disapproved on the follow- ing grounds: the two story addition and the proposed construction of accessory garage encroaches on setback requirements of 75' to bulkheads, concrete wall, riprap or similar structure, Article XXIII, 100-239.4B." AREA VARIANCE RELIEF REQUESTED: The variances requested by applicant are: a) To construct two-story addition at the southeasterly corner of dwelling, with proposed setbacks at 39 feet and 46 feet (variables at the closest measurements) to the existing c osest bulkhea ; and b) To locate an accessory garage of 25.6" x 28' in size, plus extension and wooden step area of approximately 64 sq. ft. , all as shown on amended sketch: the setbacks are propose -at 75 feet from the most easterly bulkhead, 52 feet from the southerly bulkhead, and 61.5 feet from the northerly property line at its closest points. (This proposal was modified by applicant as a result of the June 11, 1998 hearing and discussions. The applicant's original proposed location was 66 feet to the easterly bulkhead, 54 feet to the southerly bulkhead, and 59.5 feet to the northerly property line. ) Page 2 - June 23, 1998 Appl. No. 4574: 1000-90-2-9.1 (Chatpar) ' Southold Town Board of Appeals Applicant, through his attorney, has indicated in this application that he is not requesting variances based upon former Notices of Disapproval issued 1/6/97 by the Building Inspector. REASONS FOR BOARD ACTION, DESCRIBED BELOW: Applicant intends to remodel the existing house, including an addition of roughly 250 square feet to fill in the house's southeast corner, and to replace the existing garage with a new garage plus study. Applicant requires variances, as described above, from the Code's requirement that structures be set back at least 75 feet from bulkheads. On the basis of testimony present and personal inspection, the Board makes the following findings: (1) The proposed addition at the southeast corner of the house is a key element i pplicant's remodeling plan. The addition is proposed to m f�Srom the bulkhead at its closest point, whereas the southeast corner of the house at present is approximately 50 feet from the bulkhead. A setback of 39 feet is not inconsistent with setbacks on neighboring properties, and the granting of a variance allowing such a setback will not cause an undesirable change in the character of the neighborhood or a detriment to nearby properties. (2) The requested variance relating to the house addition is not substantial in view of: a) the setbacks on neighboring properties and (b) the fact that the entire rear face of the house will continue to be at least 75 feet from the southerly_ bulkhead on Peconic Bay. (3) The requested variances in relation to the house addition will not have an adverse effect or impact on physical or environmental conditions in the neighborhood. (4) The existing garage is deteriorated, and the benefit of a proper garage can be obtained only by construction of a new building, the location of which is somewhat constrained by the location of the septic system (as well as by convenience) . Applicant's amended plan shows the new accessory garage building set back 75 feet from Midway Inlet and 52 feet from the southerly bulkhead on t Ze sandv beach. The existing accessory garage building is proximately , 0 feet from that southerly bulkhead at its closest point. (5) The grant of the requested variance relating to the garage will not cause an undesirable change in the character of the neighborhood or a detriment to nearby properties because the setback from the southerly bulkhead changes very little from the current setback, and in fact is increased. Such a variance is not substantial. Page 3 - June 23, 1998 a- Appl. No. 457.1: 1000-90-2-9.1 (Chatpar) Southold Town Board of Appeals (6) No regrading or filling of the land is - planned. Construction of the new garage-plus-study in the location proposed in applicant's amended plan will not have an adverse effect or impact on physical or environmental conditions in the neighborhood . The Board concludes that the following actions are the minimum necessary and adequate to enable applicant to remodel the house and have a proper garage while also preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Chairman Goehringer, seconded by Member Dinizio, it was RESOLVED, to GRANT the variance relating to the house addition as applied for and, as alternative relief relating to the garage to GRANT a variance authorizing the location indicated in applicant's amended request submitted on June 12, 1998, subject to the following CONDITIONS: (1) The subject accessory building shall be used only for purposes accessory and incidental to the use of the dwelling and shall under no circumstances be used for habitation, rental, or other unauthorized purposes and in accordance with Owner-Applicant's sworn Affidavit of February__2_,__1998_r-_-.__._. (2) The subject accessory building may contain one three- \ i quarter bathroom (a toilet, sink and shower) which shall be located 1 on the ground floor (in no event shall more than one such facility be _---= (3) The subject accessory-•builditrg^-shalll- not-_e ceed=_eighteep. (18') feet in height in accordance with Section 100-33 of the Zoning Code. VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER, DINIZIO, TORTORA, COLLINS, AND HORNI GERARD P. GOEHR GER, AIRMAN 90-2-9.1 Approved 6/27/98 h 5-( x PATRICIA C. MOORE 1 Attorney at Law b{✓ 51020 Main Road Southold,New York 11971 1 Tel:(516)7654330 r LnU �`]t G6�' Fax: (516)765-4643 a� Margpret Rutkowski J ��� Secretary June 12 , 1998 Southold Town Zoning Board of Appeals Gerard P. Goehringer, Chairman Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Doctors Chatpar and Prendergast Midway Road, Southold, NY Dear Mr. Goehringer: After the hearing last night, the applicants considered the comments of the board and neighbors, and in an effort to achieve a reasonable compromise, they will agree to the following alternative relief: - The garage will be setback from the Midway Inlet (closed canal) on the easterly side of the property a distance of 75 feet rather than the proposed 66 feet. And the garage will be moved away from Midway Inlet (nonbulkheaded wetland boundary) to no closer than 52 feet (existing garage structure is at 52 feet) from the beach bulkhead rather than the proposed 54 feet. The 52 feet maintains the existing setback and increases the setback from the wetlands. I have enclosed a marked survey which depicts the proposed alternative location of the garage. We will be applying to the Trustees for a wetland permit once the Zoning Board establishes the final location of all structures. In response to Mr. Horning's question, I have enclosed a copy of the deed which shows that this property was purchased as one lot with the intent to merge the property into a one acre waterfront parcel. If you have any questions, or request any additional documents, please do not hesitate to contact me. Very truly yours, / Gj — atricia C. Moore PCM/mr cc: Chatpar & Prendergast Mr. Couvier AIA r r COUNTY OF SUFFOLK; STATE OF NEW YORK: x Prem C. Chatpar, M. D. AFFIDAVIT 680 Midway Road, Southold, New York 11971 X Prem C. Chatpar, M. D. being duly sworn says: 1. That my wife Terry and I are the owners of a property located at 680 Midway Road, Southold, New York also known as Suffolk County Tax_ Map number 1000-90-02-9. 1; 2 . That the subject property is surrounded by Midway Inlet and Little Peconic flay, and as such the renovations and additions to the main house have been limited and approved by the New York State Department of Environmental Conservation. 3 . That due to the limited space in my main house and our desire for a quiet secluded space, part of the detached garage structure will be used for my personal use as "occupiable" space. 4 . That the living area in said garage structure is intended as a family room, which would include my personal library/study. 5 . That I will not use the occupiable space in the garage as sleeping quarters or as an accessory apartment; 6. That I will not install cooking facilities in the garage structure. However, I do intend to have a wet-bar for my personal use and enjoyment. 7 . That I make this affidavit with the knowledge that the building department will rely on same for the issuance of a building permit and certificate of occupancy. Prem C. Chatpar,M.D. Sworrr�t to be before me this _q?� day of_!6 1 , 1998 . Notary larublic SANDRA R. DABRUSIN Notary Public,Stere of New York No.30-01DA4607332. Ouslified In Nenrau County Commission Expires February 20,94W 0 a m _ i l m / . i J . - -- - r:; f, X rQ ==-- - - 1 ry � _ 0 a J - Q F � 0 i - /lye �/ � . - . . - .. q� K \f1 I T'lT• � _ X1 'a �V Y. _ . � r...� � ,L c: _ .; 1 li TM; . �. , �. i _..� - fl "'4P ' ne I DO 6_T f WELL i � ... ...• P'T ' UTILITY PALE NTT i6�. i BRICK',WALK $ ` . \ (4 i 0W WIRE « n WOOD STEPS m I. m ti O goy t&70F 4 i \ PORCH �I _,8.4• _ 5&W p METER F.FL. _LZQ I% )NS .ARE REFERENCED N.G.V.D. 1929. DATUM. I FILL SPOT ELEVATIONS SHOWN THUS: ta.o m CONTOUR LINES SHOWN THUS: — - —IFI— - — 2 STORY n OF BULKHEAD CHIMNEY FRAME HOUSE v 7MM OF BULKHEAD TDs OF WATER RST FLOOR t9.a•_ tam• - ¢9. i. EXISTING SEPTIC TANK '1,000 gal.) - :XISTING SANITARY LEACHING POOL x 10' dia. X 4' HIGH) C'TO M WMOJED) 1 D - - — � - _I Wxo 5TW5 StEI'S ' 'ROPOSED SEPTIC TANK :D PIZOP05W 2 5TMY WOOD 1,000 gal.) I— FPAMI AI�171710N Ld 'ROPOSED SANITARY LEACHING POOL w Q � '0' dia. X 4' HIGH) 0 �L(7T'1/2 EST HOLE Li w / LEv. 10.0} 0 b X i & -PROPOSED SANITARY SYSTEM �T e NS & TEST HOLE DATA PROVIDED BY: N "t x -1 OF PROJECT No. 96107 DATED 7/12/96 b L. ORATN . P.C. Z CONC. MON. / PARK AVENUE CV NEW YORK 11729 - J .T HOLE DATA BULKHEAD- D.aw. D' WOOD 6llLKHEAEIS TOP SFKL (FILL) ' 1' BULKHEAD - CDVRBE TO FINE BROWN 54N0. 0.9w. SOME GRAVEL (FLLL) WOOD BUIXHEAD . \� 2,4 Fag ww" AND DARK BRO • T.B. WN \ SAND AM SILT. TRADE GW' MAry Federal Emergency Manage rregecyR Washington, D.C. 20472 p`IAo s August 2,2002 I Vi_ NIS. THERESA NL PRENDERGAST-CHATPAR CASE NO.:02,02-1494A it e_"a 6 SIMONSON.COURT COMMSOUTH TOWN OF SOUavw,�- 1FEE'_1L. GLEN HEAD.NY 11545 NEW YORK- CONINIUNIT Y NO.:360813 DEAR NIS. PRENDERGAST-CHATPAR- This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special FIood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any :e- y k Iood), ori the effective. National Flood insurance Progrzi (NFIP) mmp. Using the i '. ar GiSe i t information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NEW map,the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions aboutthis letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,P.O. Box 2210, Merrifield,VA 22116-22210. Additional information about the NFIP is available on o Y our web site at http://w%vw.fema.gov/nftp/. Sincerely, Matthew B. Miller, P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: LONIA DET ERMINA T iON DOCUNI:Iu1 (RENIOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Page 1-of 2 Date:August 2, 2002 Case No.:02-02-1494A I LOMA Federal Emergency Management Agency Washington, D-C. 20472 hyo LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK Lots 111, 112,and part of 144,Cedar Beach Park,as described in Bargain COMMUNITY COUNTY,NEW YORK and Sale Deed,filed on August 23, 1994 by the County Clerk, Suffolk County, New York COMMUNITY NO.:360813 NUMBER:36103C0169G AFFECTED NAME:SUFFOLK COUNTY, MAP PANEL _ NEW YORK (ALL JURISDICTIONS) DATE:0510411998 FLOODING SOURCE: GREAT PECONIC BAY APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:41.031,-72.398 SOURCE OF IAT&LONG:PRECISION MAPPING STREETS 4.0 DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK! SUBDIVISION STREET REMOVED FLOOD FLOOD GRADE ELEVATION SECTION FROM THE ZONE ELEVATION ELEVATION (NGVD 29) SFHA (NGVD 29) (NGVD 29) Cedar Beach Park 680 Midway Road Structur� X(shaded) 8.0 feet 9.6 feet Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) ZONE V PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Leder of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s)on the property(ies) is/are not located in the SFHA,an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map: therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy(PRP)is available for.buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at(877)336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O.Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.Fema.govtnfip/. Matthew B. Miller,P.E.,Chief Hazards Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 MX173012003K4282LOMAK4282 'Page 2 of 2 Date:August 2, 2002 Case No.:02-02-14-34A LOMA Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) ZONE V(This Additional Consideration applies to the preceding 1 Property.) A portion of this property, but not the subject of the Determination/Comment Document, is located within a Coastal High Hazard Area (Zone V,VE or V1-30). Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. No construction using fill for structural support or that may increase flood damage to other property may take place in these areas. PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on thel property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/_ 'V\ f--N!, - !1 951 Matthew B.Miller,P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 - MX173012003K4282LOMAK4282 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Am Building 40 SUN r, Stem; Brook Na,,% r'orE; 11790-2356 dohme Phone: 1631 i 444-0365 F.=.X: (631) 444-0360 PERMIT RENEWAL Prem Chatpar July 30, 2001 6 Simonson Court Glen Head, NY 11545 3 Re: Permit # 1-4738-01037/00004 Dear Mr. Chatpar: Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR Part 621 (Uniform Procedures Regulations). The request has been reviewed and the expiration date is extended to August 26, 2002. This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, Mark C Carrara Permit Administrator cc: BMHP File iL. July 7, 2004 '4 Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: Chatpar Residence Additions & Alterations is 680`Midway Road r I F� Bayview, New York Sect. 90, Blk. 2,. Lot 9.1 I jUL 8 1004 j Southold Trustees Permit#4943 Building Permit #28550-Z To whom it may concern: Tease be advised that, based upon my site inspections and to the best of my , knowledge,.information and belief, the above-referenced residence has been completed in substantial conformance with the construction documents prepared under my super- vision, and with the NY$ Uniform Fire Prevention& Building Code in effect at the time of the Building Permit's initial release. In support of this assertion, I have enclosed the following documentation for your records: 1. Town of Southold Plumbing Certification, signed by the plumbing contractor on 6/7/04. "2. NY Board of Fire Underwriters Electrical Certificate, dated 5/4/04. 3. . Owne.r's 6/10/04 letter confirming that all NYSDEC requirements have been met. 4. (2) signed & sealed copies of the final "as-built" property survey. 5. (SCDHS.approval will be sent to you shortly under separate cover.) trust that the foregoing provides you with the information required toprocessa Certificate of Occupancy for this residence. Once released, kindly forward same to Drs. Prem & Terry Chatpar at their Glen Head, NY address. Also, I would be appreciative if, at that time, you could fax a copy of the C.O. to my office for record purposes. Should you have any questions in this regard, please do not hesitate to call me. Very tru ours, 96 JL W Claude R. Cuvier, AIA CRC/bac cc: Prem C. Chatpar, MD Z,- f i•:4 a ��` Y 7.7 i Board Of . Southold Town Trustees • SOUTHOLD, NEW YORK PERMIT NO. 41.9 1/a DATE: ._July .23.,.._19.98 it> ' ISSUED TO DR. PREM C._CHATPAR...& .THERESA .P.RENDERGfg .� F Pursuant to the provisions of Chapter 615 of the Laws of i the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- fitled ."REGULATING AND THE PLACING OF OBSTRUCTIONS :. `i IN AND ON TOWN WATERS AND PUBLIC LANDS and the of REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.'. and in accordance with the Resolution of The Board adopted at a meeting held on ._7/__2/..9.8..__ .x: 19. and in consideration of the sum of x ...150...0..0....... paid by z Patricia...Moore...for.... REh1. C.HATPAR .A._T..-P.RENDERGAST F o{ _Cedar Beach ........... N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, ' N of Southold Town Trustees authorizes and permits the following.- Wetland ollowing:Wetland Permit for rebuilding a .1 1/2 story garage/fam.rm/libr ' with condition that a 25' non-turf, non-fertilized buffer be main-031 � x 4' tained at the Midway Inlet area & the garage/fam.rm. /library not be used for habitation and that drywelis & gutters be placed on . '< the all in accordance with the detailed specifications as presented in �r newthe originating application. garage construction. F ' IN WITNESS WHEREOF, The said Board of Trustees hsre- by causes its Corporate Seal to be affixed, and these presenfs to be subscribed by a majority of the said Board as of this dais. ��� Y COG - � 12 ;. Ln Truitees _ � iA�'-n�` ,�'�A�yg4SoR v�,�.s'.�-_idp?►�' a��.,�rt +ter �` - s, �Aa ��,�-`F' app` . j�.` PREM C. CHATPAR ' q 6 Simonson Court Glen Head, NY 11545 ' December 23rd.2003 Building Inspector's Office Main Road Town of Southold Southold, New York RE: 680 Midway Rd,Southold Building Permit#28550-Z Dear Sirs: We are requesting an extension of the Building Permit #28550-Z for completing renovations at 680 Midway Road, Southold. Due to the unxpected cold weather early in the season and delays in obtaining various construction materials and extension is respectfully requested. An extension for at least six months from the date of expiration of the present permit would be adequate. Sincere Prem C. Chatpat Theresa Prendergast-Chatpar cc: Patricia Moore, Esq Main Road, Southold THE CD DESIGN GROUP, ARCHITECTS, PLLC .,, 150 Motor Parkway, Suite 201 , Hauppauge, NY 11788 ' Telephone: (631) 952-7005 Telecopier: (631) 952-7017 s Diaital Communications via:WWyV.CDDESIGNARCH.COM August 16, 2002 Town of Southold Building Department ( n i 53095 Main Road I ALiG I W Southold, NY 11971 ! Attn.: Mr. Bruno Semon, Plans Examiner c-4 — Re: Chatpar Residence Additions &Alterations 680 Midway Road Bayview, New York Sect. 90, Blk. 2, Lot 9.1 Southold Trustees Permit#4943 Building Permit#28550-Z Dear Mr. Semon: f Regarding my previous 6/27/02 correspondence, please be advised that, in accordance with the Town of Southold Board of Trustees' original approval, and as per the Suffolk County Department of Health Services reference no. R10-01-0196, issued on 7/23/02, my client now wishes to install the plumbing fixtures shown on my latest, revised drawings A-6 and A-7 (three signed & sealed copies of which arae diosed herewith). - Trusting that the foregoing provides you with the information required to amend the building permit presently in force, 1 remain Very tr yours, I€ a9$ R' oG Claude R. Cuvier, Al i CRC/myb a o nt s6ti cc: Prem C. Chatpar, MD t i ti r .. i ASE D ��� F . +$S Paf'vi', a - Suite 2ol , `-caLxi pauigs, NY 1178S Fr`..�2 j; 52 �.: or' c;r: 16C!) 352-, 03 . Dagits! Cci_, :�unicauorsvia June 21-T 2002 E Town of Southold Building Department .3 D 53095 Main Road L Southold, NY 11971 Attn.: Mr. Bruno Semon, Plans Examiner Re: Chatpar Residence Additions &Alterations 680 Midway Road Bayview, New York Sect. 90, Blk. 2, Lot 9.1 Southold Trustees Permit#4943 Dear Mr. Semon: Please be advised that the plumbing fixtures shown on my drawings #A-6 and A-7, dated 11/20/98, regarding the annex building, will not be installed. Instead, the space labeled "Lavatory' shall be utilized as a "Storage Room", and the "Wet Bar' shall incorporate dry base and wall cabinets. Finally, please note that since the proposed renovation of the main residence includes (4) bedrooms, one less than the existing (5) bedrooms covered by the present Certificate of Occupancy, it is our understanding that the existing sanitary waste septic system, as previously approved by the SCDHS, will be adequate to handle the newly renovated main residence as drawn. Trusting that the foregoing provides you with the information requested, I remain Very truly yours, m �,YA Lim Claude R. Cuvier, AIA CRC/myb �� 013561 cc: Prem C. Chatpar, MD `° Page 1 of 2 Date:August 2.2002 Case No.:02-02-1494A LOMA Federal Emergency Management Agency Washington, D.G. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD.SUFFOLK Lots 111, 112, and part of 144, Cedar Beach Park, as described in Bargain COMMUNITY COUNTY,NEW YORK and Sale Deed,filed on August 23, 1994 by the County Clerk, Suffolk County, New York COMMUNITY NO.:360813 NUMBER:36103CO169G AFFECTED NAME:SUFFOLK COUNTY, MAP PANEL NEW YORK (ALL JURISDICTIONS) DATE:0510411998 FLOODING SOURCE: GREAT PECONIC BAY APPROAMAT E LATITUDE&LONGITUDE OF PROPERTY:41.031,-72,398 SOURCE OF LAT 8 LONG:PRECISION MAPPING STREETS 4.0 DATUM:NAD 83 DETERMINATION OUTCOME 1% ANNUAL LOWEST LOWEST BLOCK/ WHAT IS CHANCE ADJACENT LOT LOT SECTION SUBDIVISION STREET . REMOVED FLOOD FLOOD GRADE ELEVATION FROMTHE ZONE ELEVATION ELEVATION (NGVD 29) SFHA (NGVD 29) (NGVD 29) Cedar Beach Park 680 Midway Road Structure — — X(shaded) 8.0 feet 5.6 feet Special Flood Hazard Area (SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) ZONE V r PORTI ONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s)on the property(ies)is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map;therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its Financial risk on the loan. A Preferred Risk Policy(PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at(877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfiip/. Matthew B. Miller, P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 MX173012003K4282LOMAK42a2 Page 2 of 2 Date:August 2, 2002 Case No.:02-02-1494A bpMA Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) ZONE V(This Additional Consideration applies to the preceding 1 Property.) A portion of this property, but not the subject of the Determination/Comment Document, is located within a Coastal High Hazard Area (Zone V, VE or V1-30). Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. No construction using fill for structural support or that may increase flood damage to other property may take place in these areas. PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(677) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://w .fem@.gov/nfip/. Matthew B. Miller, P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 MX173012003K4282LOMAK4262 BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: �'Opf/o2 DATE REVIEWED: ids /02 APPLICANT: DATE-SUBMITTED: % //- ./02 SCTI\I#DISTRICT: 1,000, SECTION: BLOCK: , LOT- S TRE F T OT-STREET ADDRESS: �� i'w� �� CITY: SUBDIVISION: '_ � �� �� mss✓' � �F 44f3 PROJECT DESCRIPTION: e-1 C.��J u,l ss'S �2�A5 eweI-jvP ESTMI.ATED PROJECT COST: ARCHITECT ,'ENGINEER: F AST TRACK? SINGLE & SEPARATE CERTIFICATION-REQUIRED? NOTES: LOTS 4G,000SF-100-24.Lottecoenition.(CREATHD before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconfomtin=at any rime after'iL83) ZONING DISTRICT: A- o n CONFORMING? )/_�s REQ. LOT SIZE: ?'O/C- ACT. LOT SIZE: 4 995 REQ. LOT COJV. ACT. LOT CO(V. REQ. FRONT SO PROP. FRONT 166 ' REQ SIDE J5- ACT. SIDE 19/ �4 REQ. REAR Sy PROP. REAR7� i WATER FRONT? DESCRIPTION: ay PANEL #: 16f FLOOD ZONEA" , APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT+E or NO, (BED #): DTE:—/_/ PERMIT%'#:Rl - r TOWN SEPTIC RECEIPT: Y or �� NEW YORK STATE DEC: PRE-DEC 91l/7 S rNO/-¢Jam-dxc)3 60&fr= SOUTHOLD TOWN TRUSTEES: S rNO t9�' 3{aer@��r% ;7/2a i TOWN ZONING BOARD APPRO'V'ALsr r NQ g-ADt S' <3 rzT ' •' TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES ,SN NYS ENERGY: YES OR NO EGRESS (18 H min.? 4 sq total) VENT (SQ. FT. x 4%) LIGHT (SQ FT. x 8% BUILDING PERMITS OPEMEXPIRED: BP /37: -Z/ C/0 Z- z,^I�-✓ Crosse ' /p",/ HAVE PRE CO'S 0OR N _225 i BP -Z/ C/0 Z- 1, , �arcv - , . r t _ lefNOTES: � COS-/- /9 � a Je Cts e-�i a✓� e4r r-do. eelS . CA0 1-) r• i"� ✓Y7i rs dns_ G LS ,- s Lh c�.11G.r / r ter-•" /f + J�r / r FEE STRUCTURE: FOUNDA ION: t� SF FIRST FLOOR: Z / ? ? SF SECOND FLOOR: >cp>,,c SF Al-f OTHER- SF WIT OTHER TOTAL TOTAL: fid¢? SF FEE FEE FEE 6 L ( 10'03 SF)- ( e,QO SF)= 3f?'-7, SF X $,_= _$ %S,? 0+$ /66 - $ /Qo 2.( 7,26 SF)_ 25�"O SF)= )-?6 SF X S.36 =$_�R-/ +$ 2S -+$ =$ c Town Of Southold P.O Box 1179 Southold, NY 11971 RECEIPT * Date: 08/02/02 Receipt#: 818 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 818 Total Paid: $10.00 (Z oc- Name: Chatpar, Prem C. &Theresa Prendergast ksimonson Court Glen Head, NY 11545 Clerk ID: LINDAC Intemal ID:60895 New York State Department of Environmental Conservation Ask of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 V Phone: (631) 444-0365 FAX: (631) 444-0360 - PERMIT RENEWAL Prem Chatpar July 30, 2001 6 Simonson Court Glen Head, NY 11545 Re: Permit # 1-4738-01037/00004 Dear Mr. Chatpar: Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR Part 621 (Uniform Procedures Regulations). The request has been reviewed and the expiration date is extended to August 26, 2002. This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, J/�/Z-I- Mark C Carrara Permit Administrator cc: BMHP File New York State Department of Environmental Conservation Division of Environmental Permits AM Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (5161 444-0360 - John P. Cahill Commissioner Au,--7llsz 27, 1991 Prem Chatcar 6 Simmcnscn Ct . G_en read, DTY 11545 RE : 1-3738 -01037%00004 Dear Permittee : In conformance with the reauir=ments of the State Uniform Procedures Act (Article 70 , ECL) and its implementing regulations (E YCRR, Part 621) we are enclosinc your permit . Please read all conditions carefully_ If you are unable to comply with any conditions, please contact us at the above address . Also enclosed is a permit si=n which is to be conspicuously posted at the project site and protected from the weather- 'ier-y //truly yours, zlz- '. '4ark C. Carrara -_r_-onmental Analyst I enclosure 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER ® EFFECTIVE DATE 1-4738-01037/00004 August 26, 1997 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) s i August 26, 2001 Under the EnvircnmentaL i Conservation Law TYPE OF PERMIT 0 New ❑ Renewal C3 Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid 'Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPOES ❑ Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19: Air Pollution ❑ Article 15, Title 15: Water - Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ Art TcLe 15, Title 15: Long Land Reclamation ❑ Article 36: FLoedplain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Articles 1, 3, 17, 19, 27, 37; ❑ Article 15, Title 27: Wild, 6NYCRR 380: Radiation Control Scenic and Recreational Rivers ■ Article 25: Tidal. Wetlands ❑ Other: PERMIT ISSUED TO TELEPHONE NUMBER Prem Chatpar ADDRESS OF PERMITTEE 6 Simoonson Court J GL en Head, NY 11545 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER En-ConsuLtants, Inc. 516-283-6360 1329 North Sea Road, Southampton NAME AND ADDRESS OF PROJECT/FACILITY Chatpar Property Midway Road E LOCATION OF PROJECT/FACILITY i Southold SCTM# 1000-90-02-9.1 ! COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Midway Inlet, Peconic Bay DESCRIPTION OF AUTHORIZED ACTIVITY I i Remove an existing garage, construct a new garage/guest cottage, construct an addition to an existing dwelling, construct i a brick walkway, and install a new septic system. All work shaLL be done in accordance with the plan prepared by Joseph Ingegno dated May 27, 1994 Last revised an May 19, 1997. I I By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with zhe ECL, aLL appLicabLe reguLations, the General Conditions specified (see page 2) and any Special Conditions included as part of :his permit. 1 PERMIT ADMINISTRATOR: ADDRESS 1 Geortje W. Bldg. 40, SUNY, Room 219, Stony Brock, NY 11790-2356 I AUTHORIZED SIGNATURE f [gyp GATE//11 J Page 1 of-5 T l1 nspect i arts 1 . The permitted site or faciIiv/, including relevant records, is subject to in- spection at reasonable hours and intervals by an authorized representative of the Cepartrrent of Environmental Corservaticn (the Ceoartmsnt) to determine whether the permittee is =plying with this permit and the E1_ Such represen- tative xray order the work suspended pursuant to E7 71-0301 and SaPA 401 (3) _ copy of this permit, including all referenced maps, drawings and special conditions, gust be available for inspection by the CeparttrPr at all tirrps at the project site. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Pe rmi t Changes and F&e6me I s 2. The Cepa rrnent reserves the right to modify, suspend a revoke this permit when: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ICL and pertinent regula- tions is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) neN rraterial information is discovered; or d) environ-rental conditions, relevant technology, or applicable lav or regulation have materially changed since the permit wes issued. 3. The permittee rrst suPmit a separate written application to the Cepartment for reneweI , mcdification or transfer of this permit. Such application must include any farrrs, fees or supplam=_ntal infornaticn the Oeparwwt requires. Any rene%al , modification or transfer granted by the Ceparinmriz mist be inwiriting. 4. The permittee crust submit a renenaI application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination Systam (SFCES) , l-azardous V%bste Nbnagarent Facilities (i MV) , major Air Po I I ut i on Cont ro I (APC) and So I i d v bste Nt3nage ent Facilities (SMF) ; and b) 30 days before expiration of all other permit types- 5. Unless expressly provided for by the Decart ent, issuance of this permit does not modify, supersede or rescind any order or determination perviously issued by the Cepar-Lrent or any of the tears, conditions or requirements contained in such order or determination. Other LegaI CbIigat icns of Permittee 6. The permittee has accepted expressly, by the execution of the application, the full legal responsibility for all da—rages, direct or indirect, of whatever nature and by vlxrzver suffered, arising out of the project described in this permit and has agreed to indam ilL/ and save harmless the State from suits, -actions, damages and costs of eve r/ rara and description resulting f rc n this oroject . 7. This permit does not convey to the permittee any right to trespass upon the lards or interfere with the riparian rights of others in order to perform the permi ttec work nor does it authorize the impairment of any rights, title, or interest in real or personal property 1-eld or vested in a person not a party to the permit. 8_ T,.e permittee is resronsible for cbta :ning any other permits, approvals, lards, easements and rights-of nay that may de required for this project. Page 2 ofd ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (Title 5), 24, 25, 34 and 6 NYCRR Part 608 (rJjdaJ WZt1 XJ _ 1 9 That if f.w,ee operations by the State or Nev, York require an al- other em,lronmentally deleterious materials associated with the tdrabon In the position of the stru Cture or work herein authorized. or project IL m the cpinmn or the Dep c�rtment or Em:lroarnenml Conser;auon 13 „m, material dredged in the prosecution or the v.ork herein permitted Ir shrill Cause unreasonable obstruction to the free na,iynon or said shall be removed evenly,without lea%ing[or_e retuse piles,ridges across gauss or fl000 riov.s or endanger the health, safer: or eu eirare or the bed of a e, arer•.v av or floodplain or deep hold that mos have a rhe people or the State. or cause Ions or destruction of the naturnl tendency to cause damage to na•.igable chann Cls or to the banla or resources or the State the corner Ira, b,ordered hY the Department to a warerwaY remo,z It alter the st rurtuozl v.ork, obstructions or hazards caused ,hrreih, ..nh-•ui e..pensi, to the State, and a upon :he expiration or There shall be ne unreasonable interrerence ith naagat,on tr:the u%ork revocation or this permit. the structure. till, ekca%anon, or other herein authorized. modiiicatron of the v,atercoure hereby authorized shall not be com- '15 li upon the expiration or revocation or this permit. the project herebv pleted. the owners, shall without expense to the State and to such authorized has not been completed,the applicant shall,withoutexpense extent and m such orae and manner as the Deparmtent or Environmental to the State, and to such e,tent and n sdCh time and manner as the Consenanon ma} require remo,e all or anNportion of the uncompleted Department of Environmental Conseraation may require,remove all or structure or fill and restore to is former condition the nasi-ahle any portion or the uncompleted structure or rill and restore the site and flood Capaao, or the watercourse No claim shall be made a-amst [o Its former condition. No claim shall be made against the State of dee ]tate or Ne,,. 'r crk on account of air: such remos al or alteration. Nev, York on account of anY such remoeal or alteraticn. 10 That the State or Nev. ork ,hall In no case be liable ror any damage I6 If granted under 6 NY'CRR Part 608. the NY'S Department of Environ- , orinjury to thasn_ctureor,,ork herein authorizedwhich maybecaused mental Conservation hereby'certifies that the subjectproject will not by or result room rumre operations undertaken he the hate for the contra,ene effluent limitations or other limitations or standards under conservation or impror.ement of navigation. or for other purposes. and Sections 301, 302, 303, 306 and 307 of the Clean Water act or 19'7 no claim or right to compensation shall accrue from am such damage. IPL 95-217) provided that all of the conditions listed herein are met. 11 Crantin�or chi- permit does net relic%a the applicant of the response- '1— SII acia,ities authorized bx this permit must be In strict contormance blbty or obtainm_ an•; other permission, consent or approlal from with the appro%ed plans submitted b� the applicant or his agent as part the U.S. +.rm� CarPs of Engineers. U S Coast Cuard Nee• York State or the permit application Office or General Sen ices or local g,,emment which Iray be required. 1' All necessar, Such appros ed plans were prepared by _ _ � pr eau to ns shall be taken W prelude contamination or am oecland or waceneay by suspended solids, sedimen G, ruek. on _ solvents, lubricants,epoxt coatings paint , concrete, leachate or any SPECIAL CONDITIONS 1. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 15 linear feet landward of the tidal wetland boundary on the north and east side of the property_ Buffer zone shall be planted prior to the commencement of construction activities. 2. The buffer zone shall be planted with 4 foot tall cedar trees or rosa rugosa on 4 foot centers and the applicant shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If this goal is not met, the applicant shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved to the Bureau of Marine Habitat Protection, Building 40 SUNY, Stony Brook, NY 11 790?356. i 3. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration, whichever comes first- The approved methodologies are as follows: a. stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). b. stabilized as per specifications identified on approved plans. C. temporarily stabilized with straw or hay mulch or jute matting or other similar natural fiber mattiTto, 1ci hin 1 week of final grading. Temporary stabilization shall be maintained Iib_ PE:x IIT 'U'.10ER l�FT38 O1D3//00004 T PROiR»m F+CII-ITY Nunr6ER Page 3 of 5 ' 35-'0-6!(7.9'i-25c VEd 1ORK ST\TE DLPARTidENT OF EV•.'I RONI.IENT>L CONSER',ATION I —1 SPECIAL CONDITIONS For Articl, (Tidal Wetlands_ until a mature vegetative cover is established- , I 4. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 50 linear feet from the tidal wetland boundary. 5- If seeding is impracticable due to the time of vear, a temporary mulch must be applied an final seeding performed at the earliest opportunity when weather conditions favor germination and growth, but not more than six months after project completion. 6. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. I 7. Roof runoff must be directed to drywells a minimum of 75 linear feet landward of the most landward edge of the tidal wetland boundary, an must D.B.E. installed a minimum of 2 feet above seasonal high groundwater. S. Driveways and parking areas shall be constructed of pervious material. 9. Sanitary system(bottom of tank and teaching pools) shall be located a minimum of 2' above seasonal high groundwater. 10. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas_ 11. Necessary erosion control measures i.e., haybales, silt fencing, ets. are to be placed on the downslope edge of any disturbed area- This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. Supplementan, Special Conditions A thru F _-attached I DEC PERMIT NUMEEP. 1-4738-01D37/00W4 FACILITY ID NUMBER �PFOCR?.•" NLMBER Page 4 of 5 es ' SUPPLEMENTARY SPECIAL CONDITIONS Tte fallowing conditions apply to all Tidal Wetlands; Freshwater Wetlands; Coastal Erosion Management; and Wild, Scenic, and Recreational Rivers Peraits : A. A copy of this permit, including all conditions and approved plans, shall be available at the project site whenever authorized work is in progress. The permit sign enclosed with the permit shall be protected from the weather and posted in a conspicuous location at the work site until all authorized work has been completed. B. The permittee shall require that any contractor, project engineer, or other person responsible for the overall supervision of this project reads, understands, and complies with this permit and all its general, special, and supplementary special conditions. Any failure to comply precisely wi--th all of the terms and conditions of this permit, unless authorized in writing, shall be treated as a violation of the Environmental Conservation Law. If any of the permit conditions are unclear, the permittee shall contact the Division of Regulatory Affairs at the address on page one or telephone (516) 444-0365 .. C. If project design modifications become necessary after hermit issuance, the permittee shall submit the appropriate plan changes for approval by the Regional Permit Administrator prior to undertaking any such modifications . The permittee is advised that substantial modification may require submission of a new application for permit. D. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the ton portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of the permitted work, the bottom portion of that form shall also be signed and returned, along with photographs of the completed -cork and, if required, a survey. E. For projects involving activi_ies to be undertaken in phases over a period of more than one year, the permittee shall nctifv the Regional Permit Administrator in writing at least 48 hours prior to recommencing work in subsequent years . The granting of this pe mit does r_oL r __eve the permittee of the respcnsibilit•Z of obtai ning a rant, easement, or cc e. necessar r approval om t e D'_'. is_on of Land .t--zat_on , C=fico _enera_ 3er-;ioes , Power 3uilding, -_ _ __ e Stat_ :laza , A__any, `+ _ _4242 474-_195 , which ta-� re r=_quirec for any =_nc_oa_c—ter_t, per_ Stat--owned lands under ..iaL=r. CEC Permit r40. (-�, y—` S7/rC'-. ?age j of H � � =�.,.'_. I-gym-n Hall. 51(FuS "' • ��#,' T. TERRY ti � ilam linad TOWN CLERK = P o. n(,, 1170 IIEGISFRAR Of VITM,STATI�llcs ` �, Snu Fai (_ 0c lI I I`171 r<ARRIAGF OFFICER OFac 15161 7h i.lg�1 RECORDS Mv1N.SGEMENT OFFICEI'. pl _.-1 y'd TdcRhunc f`•IGI 765- 1HUI 1 FREEDOM OF INrOR1.1L%TI0N OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 = RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area (CIC(93) ] - ID f 6;L13. Ocr- TOWN OF SOU-MOLD Audith� Southold Town Clerk August 25, 1993 APPLICATION a PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMFT APPLICATION This form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS (APPLICANT to read and si6) L No work may start until a permit is issued_ 2- The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must maze until permit is re-issued- 4- Development shall not be used or occupied until a Certifiicatc of Compliance is issued. 5_ The permit will expire if no work is commenced within six months of issuance_ 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements_ 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance_ 8_ I,THE APPLICANT, CERTIFY THAMEMS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, T F M KNOWLED TRU;;ATE D ACCURATE. (APPLICANTS SIGN T[ A f ba- O L SEC ON 2: PROPOSED DEVELOPMENT (To be completed by APPLICANT) NAME ADDRESS TELEPHONE APPLIc _ 44 _- E°rPxldPtG{gS11�f'� �Yl SIO-103:162 -90I0 BUILDER ' - bC�ss (ygs�yuc*fprl (�3l - -U-1-92-2 ENGINEER PROJECT LOCATION: To avoid delay in processing the appGcatioa, please provide enough information to easily idcotify the project location_ Provide the street address, lot number or legal description (atiach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. 00 miGtxl10JI Rcl - IJiS4 loon, Sec 90 i3ik- 2 fEd-a•I FDP(93) ' APPLICATION _ PAGE -, OF 4 DESCRIPTION OF WORK (Check all appbcsble boxes) p.. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ['�J/Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteratiou ❑ Non-residenual (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & ConamercW) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- 53"Replaceme.nt factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT 54,CO , 000 B- OTHER DEVELOPMENT ACTIVITIES: - ❑ Fill ❑ Mining ❑ Drilling 0 Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) _ r (� E3ludividual Water or Sewer System Cis 0&0 'C6LFVY1 `-N5ar&VL) ❑ Other (Please Specify) After completing SECTION Z APPLICANT should submit form to Local Admimsaamr for rcvicw- SECTION 3- FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATOR) The proposed development is located on FIRM Pancl No. . Dated - The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMrf IS REQUIRED)- 0 Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: - Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is for ted in a floodway. FBFM Pancl No. Dated ❑ See Section 4 for additional instruction=_. SIGNED DATE - - APPLICATION PAGE 3 OF a SECTION 4; ADD[TI NAL IflFO Rh1ATION REO UiRED ("To he comnlctcd by LO G1L AUf+tINISTRATORI The appbcant must submit the documents checked below before the application ran be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed devclopmcML ❑ Development plans, drawn to scale, and specifications, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. AJs o ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 arses, whichever is the lesser, the apphcant must provide 100-year flood elevations if they arc not otherwise available). ❑ Plans showing the extent of watercourse relocation anal/or landform alterations. ❑ Top of new fill elevation Ft- NGVD (MSL). ❑ Floodproofing protection level (Don-residential only) Ft:NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect_ ❑ Certification from a registered engineer that the proposed activity m a regulatory floodway will not result in any inQeasc in the height. of the 100-year Rood. A copy of all data and calculations supporting this finding must also be submitted_ ❑ Other SECTION 5: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A- ❑ Is B. ❑ Is not m conformance with provisions of Local Law Ir_, 19 . The permit is issued subject to the conditions attached to and made part of this permit _ SIGI,rED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee- If BOX B is checked, the Local Administrator will provide a written summary of deficiencies- Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION a PAGE d OF P.PPEA.L� ,.ppcalcd to Board of Appcals? O Ycs ❑ No Hcarmg dale: Appeals Board Decisioo --- Approved? ❑ Ycs ❑ No Coodilioa: TION 6: AS-QUILT ELEVATIONS fTo be submil[ed by APPLICANT before Cer[iH ate of Compliance is issued The following information must be provided for project structures_ This secuiou must be completed by a registered profcssiooal engineer or a Limned land surveyor (or attach a certification to this application). Complete I or 2 below. - L Actual (As-Built) Elevation of the top of Lbe lowest floor, including basement in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding p"ding and columns) is: Fr. NGVD (MSL). ? Actual (As-Built) Elevation of floodproofmg protection is Fr- NGVD (MSL)- NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMIN S1-RATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention INSPECTIONS: DATE BY DEFICIENCIES? 17 YFS ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO - DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Cerfilicate of Compliance issued: DATE BY: Attachment B SAMPLE CERTIFICATE OF COMPLIA17CE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLLANCE FOP. DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93 ) 6�F55-64 765-1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY AL REMARKS: / Q. a DATE INSPECTO V � 7654 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. ] [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REM KS: C z DATE B INSPECTOR 1 F 1 765-1802 BUILDING DEPT. INSPECTION [ ZFOU ATION 1ST [ OUCH PLBG. ATION 2ND [ ] INSULATION NG [ ] FINAL [ ] FIREPLAC A CHIMNEY REMARKS: � f DATE fX�) INSPECTO� �/'�,'✓ r74 L` and '�✓// a 765.1802 BUILDING DEPT. f INSPECTIOWY�< [ ] FOUNDATION IST [ OUGH PLBG. [ ] FOU DATION 2ND [ ] INSULATION [ ING [ ] FINAL [ FIREPLACE a CHIMNEY REM4RKS. ' I DATEINSPECTORCJ 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 1- DATE l ® )/INSPECTOR 1 e 765-1802 BUILDING DEPT. INSPECTION ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: r _ C DATE C I dZIl INSPECT -s=1802 BUILDING DEPT. ...44 - SPECTION [ ��FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: Jr DATE f C ZANS ACTOR - -_ 7 7c — — — 765-1802 BUILDING DEPT. IN ECTION [ ] FO DATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMIN [ ] FINAL ,d [ ] FIR LACE A HIMNEY REMARKS: ✓' Al DATE INSPECT Z/e4 FIELD INSPECTION REPORT DATE COMMENTS :n FOUNDATION JST eg 63 t FOUND;TION (n,4D) i z FcJag,r ROUGH FRA MING& -` - m PLUDIBING lop i i INSULATION PER N.Y. STATE ENERGY CODE I I ADDMONAL COMMMIM o ' s ml �I ��l � -l+f .� � Tom✓ _ ✓� ,- _ i v z 1 q t c � i ' "I)73 q 'N.OF SOUTHOLD BUILDD'G PERMIT APPLICAT,10W CHECKLIST iLDING DEPARTMENT Do you have or need the following,before applvine' SCF«N ILtLL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Sur ea PERMITNO. Check Septic Form N.Y.S_D.E.C. Trustees Examined 156 2S , 2C, 0, Contact: _Approved Ci`.7 // =0 0? Xlail to: 'Disapproved a c Phone: -�ixplration Building Inspector n ilk ! APPLICATION FOR BUILDING PERMIT h�uG i. Date Gs 120 . .0 0 ruoto INSTRUCTIONS a. This application XfU ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 1.sets of plans, accurate plot plan to scale. Fee according to schedule. I b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or TIJJ�I 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 eriiiii Ali ti hall be kept on the premises available for inspection throughout the work. Ike . i 5gF i e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector s;i.t�sues a Certificate of Occupancy. 1�'p' L Every building permit shall expire if the work authorized has not commenced within 12 months after the date of 1,111issuance or has not been completed within IS months from such date. If no zoning amendments or other regulations affectin_ rhe �roperty 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 nen-permit shall be required. l APPLICATION IS REREBY XI_\DE to the Building Department for the issuance of a Building Permit pursuant to the luildimg Zone Ordinance of the Town of Southold. Suffolk County,New York, and other applicable Laws, Ordinances or Vi gulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The plicant agrees to comply with all applicable laws, ordinances, building code,housing co regulations. and to admitthorized inspectors on premises and in building for necessary inspections. I :;•1,6;,,1 q h (Signature of plicaut or e,&a corporation) • r !' PL'. r f k (Mailing add'ess of applicant) s �$atz whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder E':!F ame oowner oremises �n ilj l ail �Nf f p GIA on the tax roll or latest deed) 14f applicant is a corporation, signature of duly authorized officer G. (Name and title of corporate officer) . %,Builders_BuilderLicense No.. y10 " lumber�Yicense LL, No. y�l �,Elz<un,{tt{ s i,t�zpsa-No. , t, ' Other Traders Lueuse No: y�gorkot iI`on whtchpr ed YII4 g-1 be.d le: Hainrr;Nurrrer Street Hamlet V County Tax Ma No. 000 S on Block �?j Lot— Subdivision q,ig! ����Q�y�Jr Filed Map No. Lot (Name) wl =. State existing use and occupancy of premises ��intended use and occupancy of proposed construction; a. Existing use and occupancy f �l b. Intended use and occupancy S ski [ GZL Sri 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) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if anv: Front_ __Rear Depth Height_✓ Number of Stories de Dimensions of same structure with alterations or additions: Front Rear Depth_ Height Number of Stories �{ 8. Dimensions of entire new construction: Front ]� ear 7y Depth Z15 _ Height �Zt Number of Stories �� 9. Size of lot: Front Rear Depth 10. Date of Purchase /I Name of Former Owner,I ILC 11. Zone or use district in which premises are situated t� 12. Does proposed construction violate any zoning law, ordinance or regulation' YES ✓NO 1=. Will lot be re-graded? YESy1 NO—Will excess fill be removed from premises? ITS_NO �y 14. Nsines of Ov,-n.er of premises 'J gH ddress� Ci ( Phone No. 4(Q-� gfo-OO I D Name of Architect CR-C, Cigal za h .address UeQIV Phone Nc Name of Contractor AddifrestUd s yy��LL Phone No, 13 a. Is this prop etty within 100 feet of a tidal wetland or a 9r weld d? *YES v 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 Prod ide survey, to scale, with accurate foundation plan and distances to property lines. 1 If elevation at any point on property is at 10 feet or below, must provide topographical data on sun•ey. STATE OF NEW PORK) SS: COUNTY0 . 11 � 1 Liq/l:i C{ �I 1° 1�l0U/LS being duly sworn, deposes and says that (s)he is the applicant Nance of indi%idual signing co -act) above named, (S)He is the_ MgYUAI� (Contractor, Agent, Corporate Officer, etc.) of -aid oNNner or owners, and is duly authorized to perform or have performed the said work and to n-iake 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 inanner set forth in the application filed therewith. Sworn to before me this i r of 20 O - N arc Pu lic Signanfre of Applic JOYCE Ni.WLKINS "ary Pabilc.State as Nesv York No.4952245,Suffolk County Term&vre=Jump 12, 1:9- v3 AA V-4 I _ - February 7, 2003 Town of Southold ` Building Department 53095 Main Road Southold, NY 11971 Attn.: Mr. Bruno Semon, Plans Examiner Re: Chatpar Residence Additions &Alterations 680 Midway Road, Bayview, NY Sect. 90, Blk. Z Lot 9.1 Southold Trustees Permit#4943 Building Permit#28550-Z Dear Mr. Semon: At the request of my client, please be advised that several revisions have been made to the main house construction drawings prepared under my supervision. The main thrust of the changes involves the substitution of standard, dressed wood framing with manufactured wood floor 1-joists and microlam beams by Georgia-Pacific, and prefabricated wood roof trusses by Nassau-Suffolk Lumber, or approved equal. Since the extent of the modifications would cause revision "clouds" to conflict with drawing information, kindly permit the following to serve as a summary thereof: Drawing A-1: (2) existing lines of steel beams & posts have been removed. Drawing A-2: Several minor floor plan revisions have been shown within the same originally-approved building footprint. Drawing A-2a:This drawing was added in its entirety to facilitate the contractor's understanding of the newly revised framing system. Drawing A-3: The roof height has increased by 7" due to the new floor joist system, but remains within the max. height permitted by ordinance. Drawing A-4: Cross Section 'A-A' has been revised to reflect the new framing system, and the Plumbing Riser Diagram has added (1) water closet, while substituting (1) lavatory for another. Drawing A-5: The floor plans have been updated to reflect the Dwg. A-2 changes. Accordingly, please find (2) signed and sealed sets of the revised construction drawings for your review and approval. Trusting that the foregoing provides you with the information required to amend the building permit presently in force, I remain Very tPAY.1yours, ° �JpB A. CG 6� 4 C aude R. Cuvier, AIA CRC/bac 01356� cc: Prem C. Chatpar, MD MIN ZTM Com. - July 25, 2003 JUL 3 0 2003 Town of Southold Building Department 53095 Main Road Southold, NY 11971 Attn.: Mr. Gary Fish, Plans Examiner Re: Chatpar Residence Additions &Alterations 680 Midway Road, Bayview, NY Sect. 90, Blk. 2, Lot 9.1 Southold Trustees Permit #4943 Building Permit #28550-Z Dear Mr. Fish: At the request of my client, please be advised that several additional revisions have been made to the construction drawings of the main house, prepared under my supervision. The main thrust of the changes involves the substitution of prefabricated wood roof trusses with conventional wood rafter and ceiling joist construction. This change caused a domino effect with the prefabricated wood Microlam and "I" floor joists that required the introduction of intermediate supports, as opposed to the clear-span design that had been contemplated. These modifications, while made to expedite on- site construction, will actually result in a stronger structure due to the strength of the wood floor joist members that were originally designed to span from exterior wall to exterior wall. Accordingly, please note the following revisions (#3 dated 7/25/03): Drawing A-1: Structural steel girders and posts have been reintroduced at the basement level to provide partial first floor framing support. Drawing A-2: The Master Bath was slightly reconfigured in order to accommo- date windows from a different manufacturer who could provide hurricane-resistant units (Pella in lieu of Marvin). Drawing A-2a:This drawing was revised to reflect the aforementioned roof structure substitutions, and subsequently added floor framing structural reinforcements. Drawing A-3: The Master Bath's exterior enclosure was modified, as previously described on Drawing A-2's note above. Drawing A-4: The Master Bath's roof and Section "A-A" were revised to reflect the aforementioned structural and Master Bath modifications. Drawing A-5: The Master Bath floor plan was updated to reflect the Dwg. A-2 revisions noted above. PAGE TWO Accordingly, please find (2) signed and sealed sets of my revised construction drawings for your review and approval. Trusting that the foregoing provides you with the information required to amend the building permit presently in force, I remain Very truly yours, y95 l 6 v Clau a R. Cuvier, AIA CRC/bac cc: Prem C. Chatpar, MD SURVEY OF LOTS 111 & 112 AND P/0 LOT 144 S UBDI VISION MAP OF CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20, 1927 SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-90-02-9. 1 S 46° , SCALE 1 "=20' 3 MAY 27, 1994 Q `3 MARCH 7, 1996 UPDATE SURVEY JULY 9, 1996 TOPOGRAPHICAL SURVEY o CONC. MON SEPTEMBER 17, 1996 PLOT PLAN w U 8 � MARCH 10, 1997 REVISED PROP. SANITARY SYSTEM o Q 0.9 & ADDED 15' LANDSCAPED BUFFER a w J l��T MAY 19, 1997 REMOVED DECKS & ADDED PROPOSED z� LTJ p nE� S"Onf Y PROPOSED ROSA RUGOSA & BABERRY LOCATIONS �/� AUGUST 24, 2001 ADDED PUBLIC WATER CONNECTIONS m O w aE \ UNe v JULY 8, 2002 REVISED SITE PLAN J t „ M o r� N 3� rn � V / 7 ( JULY 30, 2002 ADDED PROPOSED DRYWELLS & STEPS �U) cv 3 JULY 29, 2002 FOUNDATION LOCATION GL w \ S° NOVEMBER 13 2002 UPDATE GARAGE FOUNDATION ELEVATION z P/0 LOT 144 \ 1 J -9 DECEMBER 30, 2002 FOUNDATION LOCATION FOR EXTENSION N `39 IS JULY 21 , 2003 UNDER CONSTRUCTION SURVEY JUNE 4, 2004 FINAL SURVEY Z S ET \ coNc. MON N 70°43,50" W 98.86' ACTUAL ` O^NAIL \ AREA = 44,995.85 sq. ft. hi 100.00' DEED \ ' 1 .033 ac. O \ 9 W '&C �� PUBLIC WATER IN STREET) ROAD o I0 \ \ .06, „ E 60.69' MIDWAY rn M � S 75° 44 50 �..-WORE CERTIFIED T0: e _ co �N \ ° � �� 100.00 � \ COMMERCE BANK, N.A. O E Z \ CONC. MON CHICAGO TITLE INSURANCE COMPANY 70 RON PIPE \ TITLE No. 9408-01557 MON' ° °� � PREM C. CHATPAR REMAINS 318.08' n" srcy� "- I I ` / WOOD DOCK THERESA M. PRENDERGAST—CHATPAR WATER 'Fr 'y a°. I I \ l �� w►il METER O M NOTES: r 1 00 I °`--PRROPANEEVE I m 1 . ELEVATIONS ARE REFERENCED N.G.V.D. 1929 DATUM. TANK VAL �# ° I EXISTING SPOT ELEVATIONS & CONTOUR LINES ARE AS PRIOR TO START OF CONSTRUCTION. I ' 2. FLOOD ZONE INFORMATION TAKEN FROM: N �I ° i `� � FLOOD INSURANCE RATE MAP No. 36103CO169 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED I8 ° d I r ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); CA BASE FLOOD ELEVATIONS DETERMINED L"+ V, a?� CESS , I STONE DRIVEWAY I 3. THE STRUCTURES ON THIS PROPERTY HAVE BEEN REMOVED FROM THE SPECIAL FLOOD HAZARD AREA (SFHA) AS PER LETTER OF MAP AMENDMENT ,DETERMINATION DOCUMENT (REMOVAL) FROM THE FEDERAL EMERGENCY rrv1 ?� � /� MANAGEMENT AGENCY CASE No. 02-02-1494A, DATED AUGUST 2, 2002. LJ 3 a IInev £,• 28.1 FOR C,; AD . , n .° ° CONDITIONER . W l \ < _ v e ,n UNIT 4 1 STORY GARAGE E—CH'MNEY I O a ; ° 4'-- & STUDY o LOT 1 f 1 r UTILITY POLE NYT 8 I BRICK WALK \ 1.4 ��\� F.FL. 12.7 N sow GUY WI I % / t4 I �^ WINDOW c 6. O0 / \ 29.5' ,-r--SEPTICi 3 i a 6 \_O/ TANK 5 WOOD 75 co �io PS M I .0 —_ CID 1st STORY BOW WINDOW 14.5 C11 ROOF PORCH O 5. qt� Cp N 0 ;'i 3 a E ELECTRIC ———— 53.2' —— I O OVERHANG ) I 00 ��Fl 3 > 2 STORY CONC. CHIMNEY. FRAME HOUSE � ryl I w p/ GENERATOR F.FL. •9 - WOOD S SOLA TOOP I 0� oo p /v BASEMENT FL. A-7 & STEPS m k CELLAR o ENTRANCE p " .0_ 13.6' 19 I 3 N e0• LO CFOR AD 13• n TOP FOUNDATION 11.9 AIR30.1' vi CONDITIONER c° N UNITS � o e� �1 pp 5.1' 43.0, 3 WOOD STOOP I NEW WOOD BULKHEAD ac WOOL)& 'TSPS I & STEPS Q 33 N WOOD STEPS T QI I SAND BEACH . o LOT i12 LO w W I �—TIE UNE 0"DI —0(q&-- 0 r-b-.— d' O I I Z MEAN HIGH WATER MARK ° 1 � r � N 65°38'48" W 87.30 : .. z ° I J u) e— I CONC. MON. m N I o - III 0 I TO TUNAHIS SURORIZVEY IS ARA VIOLATION OF Z I e� SECTION 7209 OF THE NEW YORK STATE N EDUCATION LAW. BULKHEAD M COPIES OF THIS SURVEY MAP NOT BEARMIG � •-, 0.3'W. THE LAND SURVEYOR'S M WOOD BULKHEADS I l/ EMBOSSED SEAL SHALL INKED ° CIO BE CONSIDERED TO BE A VALID TRUE COPY. I M BULKHEAD---,,, ZONE AE (EL 8) _ 0 4'WCERTFFICATIONS INDICATED HEREON SHALL RUN WOOD BULKHEAD ZONE A E E L 8) — — — — — — ONLY TO THE PERSON FOR WHOM THE SURVEY NEW WOOD BUUCHEAD IS PREPARED, AND ON HIS BEHALF TO THE ZONE V E (E L 8} LEN COMPANY, GOVION LIST E HE AGENCY AND LENDING INSTITUTION LISTED HEREON, AND ------Z 0 N E V E (E L 8) TO THE ASSIGNEES OF THE LENpING INSTI- N 70633 25 W 1 04.36' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. P E C O �V I C BAY PREPARED IN ACCORDANCE WITH THE MINIMUM LITTLESTANDARDS FOR TITLE SURVEYS AS ESTABLISHED A. o USE BY THE LI. AND APPROVED AND ADOPTED v FOR SUCH USE BY THEENEWNEW ORK STATE LAND TITLE ASSOCIATION. Land Surveyor \ i Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fox (631)727-1727 ,,. a OFFICES LOCATED AT AWLING ADDRESS N.Y.S. Lic. No. 49668 322 ROANOKE AVENUE P.O. Box 1931 RNER"FAD, New '`fork 11901 Riverhead, NewYork 11901-0965 94-1 ' r a, 9 2002 . SURVEY OF LOTS I11 & 112 AND P/0 LOT 144 T..., ,; Ov SUBDIVISION MAP OF 2 CEDAR BEACH PARK zm_ FILE No. 90 FILED DECEMBER 20, 1927 II SI T UA TED A T BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK . S.C. TAX No. 1000-90-02-9. 1 S 46033.9 SCALE 1 "=20' Q 3 7 MAY 27, 1994 .4 c z6 MARCH 7, 1996 UPDATE SURVEY I- 5- -1 U CONC. MON ��\� JULY 9, 1996 TOPOGRAPHICAL SURVEY Lif SEPTEMBER 17, 1996 PLOT PLAN Ld� Q T.W. 1_4 80 � � MARCH 10, 1997 REVISED PROP. SANITARY SYSTEM 9 & ADDED 15 LANDSCAPED BUFFER c�< L`t w TEST HOLE DATA MAY 19, 1997 REMOVED DECKS & ADDED PROPOSED Z 0 J2 o M r� %�_,��� Rfc�N D PROPOSED ROSA RUGOSA & BABERRY LOCATIONS N wm � 0 g �jfj _ �� C�`olo TOP SOIL (FILL) AUGUST 24, 2001 ADDED PUBLIC WATER CONNECTIONS 3d �' �� ��D'�R JULY 8 2002 REVISED SITE PLAN p U) \ ` �� �I�l _��..... V COURSE TO FINE BROWN SAND, r \ w �� \ � J �A \�� 3 SOME GRAVEL (FILL) JULY 30, 2002 ADDED PROPOSED DRYWELLS & STEPS �,�\ so JULY 29, 2002 FOUNDATION LOCATION z o P/O�LOT 144 \ J t 6 �i,� \ FINE BROWN AND DARK BROWN \� �,� , \ ��\ (SPO ROBABLE FILTL,)TRMCE iGRAVEL N 7-_ 4, AREA = 1 .033 0335085 sq. ft. COURSE O FINE DBROWNAISIM SAND AND CONC. MON. � �O NAIL � / / c. LIGHT BROWN SAND AND) GRAVEL N 7 0°4'3-5 0" W 9 8�8 6' ACTUAL x \\ GROUND WATER 10a OCJ DEED ��\\ \ °-'" CERTIFIED TO: OUT-GOING TIDE WATER IN CHICAGO TITLE INSURANCE COMPANY 8,- �� 9� GURSE TO FINE H1 BROWN SPNDRA�fJD>G TITLE No. 9408-01557 PUBLIC WATER IN STREt7� R � o \\ \\ 50�� 60.60 MIDWAY �/ -� b M ` \ 2 \ 6, PREM C. CHATPAR 0 44 E 15 THERESA M. PRENDERGAST-CHATPAR S 75044 4 a W . `. a S ,'I G7 4 3 E ,, o , 100-00 Z T W 4CONC. 9 FO ND ON A 10 CONC. MON. • • O L \ • / a _ RE MAINS-QF ---- S �p 318.08' Tgyf I r/ sC '1 TB 5.0 WATER ER '.a< I I \ R._FFER 00 10 _ � _ _ _ _ _ J PROPOSED SEPTIC SYSTEM DETAIL ?' ! (NOT TO SCALE) C 4 f �I I ~ / `�� a �•r LIBRARY STUDY d• IFY EXIST( PROPOSED b'DIA.4'DEEP '� FHOUSFL IE 7 -- f-: I / . _ .a '..a_ / TOP BURIED FlNRSHED GRADE P00RIBUTION LAST POOL IVEYrAY DRI Y iN/8"FLAT SLAB COVER F.Ft. 4' DEEP max. w _ F DRYWELL q ELEV, 12.6' W1 PRECAST REINFORCED CONCRETE COVER FINISH GRADE Q $ 1K 24"+Iia. LOCKING, WATERTIGHT & INSECT PROOF FINISH GRADE I be BURIED k a d BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE Ems' ELEV. 10.5' �� / pry (7 •n da ` V ~ ' " . �..:.- .' ..... a , � �_ MIN. 4" dia. J- WELL '1-_ ^`--1�a: _ \ I --4 APPROVED PIPE 20'min d"min. MIN. 4" dip. d TOP EL 9.75' 3 6 TOP EL 9.3' • -J J (70 mov m w' !`` \ PITCHED 1 4" 1' t t.s' APPROVED PIPE TOP E[LEV. E. l�tm a:i. ... Y'-`_';:. / PITCHED 1/8'/t' � �d -:'• �. ...Q ,. - - -- 3' CLEAN iT `2 4"INV ' m a a0.0INVERT V) TOP FUU8.6, INVERT CROSSOVER rn. CSOANLLDA RJDA0 � j PIPELLi ELEV. � ELEV. Q a' CLEAN r FLOW � COLLAR BAFFLE °;eQF j 10,.2 , . CONd � � N UTILITY POLE NYT a •'� to, BRICK : ...S;�oiN�: :'....' _ .�16, N FOUDATION . I`�% 1 1 1 ^ < -- - 1.4 tAW. DR2NEWAY:' g' u LO ' o .FL. 12. ' �U� � � Eti I 8 - � GUY W c 3 BOTT� 3 BOTTOM GROUND WATER _-110 EL. 10 I l�RfELEV. 4.75' ' ELEV. 1. QOM 100'5E1�AGK FROM �. ... ( Lo FO ND 37,10 1 1.7 Iu I �� N ACE AATER pN �_.. -- _ _ SEPTIC TANK (1) Q0 WOOD PS "1 N ... .. �.�- 7,50 1. MINIMUM SEPTIC TANK CAPACITIES 15 1,500 GALLONS. r \ I �.I .. / 5 0 1 TANK; 5' DIG., 5' LIQUID DEPTH, ! ,\ 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pal AT 28 DAYS. ROOF OVER p �I '/ �PROP05ED b DIA.4 DEEP WQoo pORC►{ Pp�H�/ • 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6' AND A IIOTTDM THICKNESS OF 4". LEACHING POOLS {3) 100 FLAT COVER ALL WALLS, BOTTOM AND TOP SHALL (CONTAIN REINFORCING TO RESIST AN APPUSD FORCE OF 300 pef. ElF C A� NMU I -) 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 1. MMM LEACHRNG SYSTEM IS 400 sq ft SIDEWALL AREA. M F.FL 12.9 p 1)� \ 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4') 4 POOLS; 4' DEEP, 8' die. -.aL b I ON A MINIMUM 3" THICK BED OF COMIPACTED SAND OR PEA GRAVEL 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) CAP R 6. A 10' min. DISTANCE BETWEEN SEPTIC; TANK AND HOUSE SHALL BE MAINTAINED. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). co 2 STORY �^ YIIOOD 7EP5 - _ .,�� r 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. t5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. FRAME HOUSE CHIMNEY (HOUSE CONNECTED TO PUBLIC WATER) 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. �I r 1 1�r _ 3 00 NOTES: 19.0_ 13.9' _ N `e - I OOI.S I 3 N ELEVATIONS ARE REFERENCED N.G.V.D. 1929 DATUM. � .- o, I it i EXI5TIN6 LE N6 � TO BE ``� EXISTING SPOT ELEVATIONS SHOWN THUS: �o \ 2B.8 I I EXISTING CONTOUR LINES SHOWN THUS: .0. 41 i N PROPOSED CONTOUR LINES SHOWN THUSc Io L - _ � ,^ - -pRppp j7 - Op _ T.H. _Z.5 NEW WOOD BULKHEAD v/ T B - OP OF BULKHEAD 2�1 7 T.B. 7. B B - BOTTOM OF BULKHEAD J f 1 WI00D 5TEP5 a -y,� PRDP05ED 2 STORY YVOOD// r-1; B 6. 5_G P R ` 0 1 4 T, P OF WATER FRAME ADDITION - F IRS F FLOOR �- EXISTING SPOT ELEVATIONS & CONTOUR LINES ARE AS PRIOR TO START OF CONSTRUCTION. C) U oPosED e'DIA.4'DEEP= 2d EXISTING SEPTIC TANK COVER' (P / �' ��E W Q DRYNELL � I SAND BEA H LLl W - - O � N (1.000 gal.) (TO 5P Ri=MCJVED) ; In Lo ! EXISTING SANITARY LEACHING POOL I / B 3_4�-TIE LINE �'� _ (10' dia. X 4' HIGH) (To BE REMOVED)) _ MEAN HIGH WATER MARK B.B. 3.4 e-^ Q - 9- - _ O PROPOSED SEPTIC TANK (1,500 gal.) N N 65038'48" W Z 1 3 87.30 PROPOSED SANITARY LEACHING POOL coNc. MON. - - 0N (8' dia. X 4' HIGH) fl Q g UNAUTHORIZED ALTERATION OR ADDITION Z8PROPOSED SANITARY EXPANSION POOL TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE BULKHEAD N N a, EDUCATION LAW. 0.3'W. �-- M COPIES OF THIS SURVEY MAP NOT BEARING TEST HOLE EMBOSSED BO SAED SED TRUE NOT BE CONSIDERED 'IIQQD BUUCHEADS /� THE LAND SURVEYOR'S INKED SEAL OR I BULKHEAD M (ELEV. 10.0) 0.4 W. CERTIFICATIONS INDICATED HEREON SHALL RUN T B. ONLY TO THE PERSON FOR WHOM THE SURVEY WOOD BULKHEAD T B -Z-4 NEW WOOD BULKHEAD EXISTING SANITARY SYSTEM IS PREPARED, AND ON HIS BEHALF TO THE --� TITLE COMPANY, GOVERNMENTAL AGENCY AND LITTLE P E C O N I C BAY LOCATIONS & TEST HOLE DATA PROVIDED BY: _ TO THE ASSIGNEES OF THE LENDING INn- 104.36 DRAWING A-1 OF PROJECT No. 96107 DATED 7/12/96 LENDING I LISTED HEREON, AND N 7 0°3 3'2 5" W THE CRC COLLABORATIVE, P.C. TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. 2103 DEER PARK AVENUE DEER PARK, NEW YORK 11729 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. I 'TLE PECONIC PAY TPREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLERAS ESTABLISHED ������ A. ������� BY THE LI.ALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Land Surveyor F'. " Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 I OFFICES LOCATED AT MAILING ADDRESS N.Y.S. Lic. No. 49668 1380 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 94-1761 SURVEY OF LOTS 111 & 112 AND P/0 LOT 144 SUBDIVISION MAP OF CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20, 1927 SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-90-02-9. 1 S460 SCALE 1 "=20' MAY 27, 1994 MARCH 7, 1996 UPDATE SURVEY 5 \ A JULY 9, 1996 TOPOGRAPHICAL SURVEY ^ CO MON - `J SEPTEMBER 17, 1996 PLOT PLAN LLJcr_ wo Q , �- 8REVISED SANITARY SYSTEM L�j \ ti, j 4 O MARCH 10, 1997 & ADDED PROP�NDSCAPED BUFFER (nz 0< w W ^ 6. ;�_ �� r MAY 19, 1997 REMOVED DECKS & ADDED PROPOSED PROPOSED ROSA RUGOSA & BABERRY LOCATIONS Z U 1 �f VNF \ SyORe</p F• _,- ^ M S x N AUGUST 24, 2001 ADDED PUBLIC WATER CONNECTIONS W m o ca'gR � �;, a' C�m°je TEST HOLE DATA JULY 8, 2002 REVISED SITE PLAN Ln w N �4p� '�A�y,� iso TOP SOIL (FILL) AREA = 44,995.85 sq. ft. z o pl SOT 144 ,E :.� J, -, ,• 1 .033 ac. COURSE TO FINE BROWN SAND, `.\ SOME GRAVEL (FILL) 9,-, , CV 7 p x- \\ \ FINE BROWN AND DARK BROWN o \ F \ \ SAND AND TRACE GRAVEL Z \ \ FILL) CER TIFIED TO: CONC. MON. ,A/ ACTUAL \ 4 CHICAGO TITLE INSURANCE COMPANY N 7 00 4 ',50 1/r 98,.-a6' A ^ ,��� 100 00' DEED O � �� COURSE TO FINE BROWN RAV AND TITLE No. 9408-01557 LIGHT rtRowN SANG AND GRAVEL PREM C. CHATPAR �� \ 96 GROUND WATER THERESA M. PRENDERGAST–CHATPAR 8 OAU � , (PUBLIC WATER IN STRE�T�. � � � � • O6� 0 44, 50» E60.69 ouT-coING nDEMIDWAY 4, t� M \ �\� \ 7 5 � COURSEWATER IN \\\ \ S / LIGHT TO FINE BROWN SAM AV AND � r LK;Hr BROWN SAND AND GRAVEL a_ • a d ° ••(n'�O )� E 100.00' Z F w. r.4 ; S / �J*,4 �j Il f coNC.'MON. 9 ° box _ ,5 PROPOSED SANITARY SYSTEM DESIGNED BY. CONC. MON. a IRON�PIPE ` � \ \ JOSEPH FISCHETTI, P E. t; - _-__ ---- �o°K -- 1725 HOBART ROAD 318.08' th, sT " .. I S�,9A_ -- -- T.B .5.0 P.O. BOX 616 FFER SOUTHOLD, NEW YORK 11971 WATER _ I B,_ ^ METER �r e n4 O . . e x 1 �\ x - ---- 00 I \ a_ to ,� PROPOSED SEPTIC SYSTEM DETAIL •10. 8 x ` \ (A.a I ----- — --- (NOT TO SCALE) �►1 ,qc K c�/ -� I a. .— `I LIBRARY/STUDY I'omp'- �'� F.FL. 12.7' -a !`' � HOUSE DISTRIBUTION LAST POOL vi, A TOP BURIED a. . h F.FL. 12.9' MODI EXI5TI _ Q) 4' DEEP max. FINISHED GRADE POOL ELEV. 12.6' IVEWAY N a I PRECAST REINFORCED CONCRETE COVER FINISH GRADE FINISH GRADE ' o ��"�q 24"dia. LOCKING, WATERTIGHT & INSECT PROOF f _� _ 1 ' W t..��l BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE E tt CK ^x �� ELEV. Q I oK n_ _ � l IN6 , I Q, -- MIN. 4" dia. L�1 00 A a APPROVED PIPE 20'min--J 20"min. MIN. 4' dia. a TOP 9.75' 3 e TOP EL 9.3 3 7 x a a IFY EXIST 6 V PITCHED 1/4'/1' TOP ELEV. 11.6' APPROVED PIPE ' 3 O ZO I i 1-0 VEMY - —.4 PITCHED 1/8'/1' 6 p 6• 6 fl �- J J UJ WELL PJT j, ° l S10 Y' —� n> O 3' CLEAN J (TO dit AEIAIIDIOCV) { •`e a INV. EL. 4' dia. F� W m V - --------- 10.0' INVERT tea; a CROSSOVER SAND ELEV. I.V U a; INVERT m_ r ° A, a PIPE a COLLAR �j� ELEY- Q A m z I -SANDS r�* I ° �'S� °� COLLAR ° • � 3 Flow a W Q i d \ q ,/O 1 PROPOFi1=D I-1/2 STORY BAFFLE Q �m '• N , w cn I / y/y Q: I.6ARA6E 4 LIBRARY/STUDY l X aZ ° 4 - N1 B. 1>J_ { i 1 STORY. T �� o LO 1 11 6 3 I _ F�F.L. 12_. hi —� 8 �J UTILITY POLE NYT /6 IO' BRICK W Y AY t I _ - I I BOTTOM ELEV. �GROUNDWATER I Bp7TOM 1.4 MIN. , FRAWE G, AGE H I 1 JX GUY WI �j'/ I `�Q' 8E ) i i I Y% V ELEV. AZ ELEV. INV.EL. 1c 0- _ 141 Y SEPTIC TANK (1) � N 100'S ACE RI"I /p ; Q ti - --- 1 1. MINIMUM SEPTIC TANK CAPACITIES IS 1,500 GALLONS. �y O b - 1 1 TANK; 8' Dia., 5' LIQUID DEPTH- cp WOOD2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. °O \� 3. WALL THICKNESS SHALL BE A MINIMUM OF 3-, A TOP THICKNESS OF 5' AND A BOTTOM THICKNESSOF 4". LEACHING POOLS (3) ROOF OVER \�Q I ^I - PO5EV I` ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERtTIGHT. 1. MINIMUM LEACHING SYSTEM IS 400 sq ft SIDEWALL AREA. WOOD PORCH 4 POOLS; 4' DEEP. 8' dia. 19,4 _ \/ 1, x 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4-) 53.5' �j x . \ ON A MINIMUM 3' THICK BED OF COMPACTED SAND OR PEA GRAVEL. 2. LEACHING POOLS ARE , LI CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ELEC C \� ' 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SMALL BE MAINTAINED. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. M F FL 12.9 p y� 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). O FIL 1P id �;{� A, 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. Qr �Yf- 3 5, AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. Cq 2 STORY zon' 1 �G i - - -�(? r- x�� 0 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED, N FRAME HOUSE -N t�1ooU S gS�Nb '" _- CHIMNEY (HOUSE CONNECTED TO PUBLIC WATER) : - - m ^00 i� �, los o ►'� NOTES: I7 � 3 N ELEVATIONS ARE REFERENCED N.G.V.D. 1929 DATUM. — 190'— '3.9' �" Bo. FJKISr1N6 1N6 Ls u7 EXISTING SPOT ELEVATIONS SHOWN THUS: -r00 SUFFOLK COUNTYDEPARTMENT OFHEALTHSERVICES 43 To BE �._ -- - - - EXISTING CONTOUR LINES SHOWN THUS: - `� 266 / N 5 PROPOSED CONTOUR LINES SHOWN THUSr to PERMI'TFORAPPROVALOFCONSTRUCTI eo 0 5.01. ;i 43, , I � CONSTRUCTION NEW WOOD BULKHEAD r.e. 5 E.h eL'rtnM ��L,rkHtA(' Ib1NGLEFAMILYR+' IDENCEONLY IF /�� �2uGt J10-- - - -- - - kHL4L Q MOOD STEPS � Tw TOP OF WA TE '7 .2-3-0a PRrmoSEU 2 STORY YiooD e e 5.0 B e s.o i F FIRST FLi X?R DAT$ HS REF 0., 0–O –®'� FRAME AUDITION r APPROVED o C) ` - \ - EXISTING Igal..) lro SEPTIC REMOVED) FOR MAXIMUM OF 6- BE OMS Li Q I SAND BEACH o LOT 1 i2 I N ^ EXISTING SANITARY LEACHING POOL VKPIRESTHREEYEARS FROM DATE OFAPPROVAL d W r; L) LO (10' dia. X 4' HIGH) (TO BE REMOVED) __54 TIE LINE o � - - - O PROPOSED SEPTIC TANK at ofaxistir >!< IR Q 1 MEAN HIGH WATER MARK — — 8 P 4 o O (1,500 gal.) 1a he W kwssed by Health Department. QP PROPOSED SANITARY LEACHING POOL 1 3 N 65038"4891W 87.30 � 3 Y , Z o 1 (8' dia. X 4' HIGH) V_ CONC. MON. _ = cV UNAUTHORIZED ALTERATION OR ADDITION p 3 PROPOSED SANITARY EXPANSION POOL TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE N MN EDUCATION LAW. BULKHEAD ^ 1 COPTEST HOLE THEIES LANDFTHIS SURVEYOR'S INKKED SEEATL RING OR WOOD BULKHEADS J.� TO BE A VALID TRUE COPY. (ECFV. 10.0) EMBOSSED SEAL SHALL NOT BE CONSIDERED M CERTIFICATIONS INDICATED HEREON SHALL RUN BULKHEAD EXISTING SANITARY SYSTEM ONLY TO THE PERSON FOR WHOM THE SURVEY re I5 W000 BULKHEAD 7 -; 4 NEW WOOD BULKHEAD U7 �� /� LOCATIONS & TEST HOLE DATA PROVIDED BY: TITLE COMPANY, GOVERNMENTAL AGENCY AND tom. IS PREPARED, AND ON HIS BEHALF TO THE DRAWING A-1 OF PROTECT No. 96107 DATED 7/12/96 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- • B LI THE CRC COLLABORATVE. P.C. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. N 7 0°3 3' �" �Y 1 0 4.3 6 2103 DEER PARK AVENUE DEER PARK, NEW YORK 11729 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 0 0 C1 I AY PREPARED IN ACCOR ANCE WITH THE MINIMUM LITTLE 1 �I `/ STANDARDS FOR TR SURVEYS AS ESTABLISHED Joseph A. In a no 8Y TH APPROVED AND ADOPTED FO NEW YORK STATE LAND Land Surveyor Title Surveys - Subdivisions - Site Plans - Construction Layout 496 , PHONE (631)727-2090 Fax (631)727-1727 '\j AN �� OFFICES LOCATED AT WLJNG ADDRESS N.Y.S. Lic. No. 49668 1380 ROANOKE AVENUE P,O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-OM 94-176G i !f A, u : _. , � . ear. LQ r N Lo L GA ri x a z t � 1 }A r �• � �,�..._�'�, �' � ��. � _ t�� �' ' �i tis r�f�t� �"?�:� �,;;.., C'�':. F; t' VOL- t - j R 1•. � •i i .S \ ��{ � �j f � :. ror.i� R i�,,,r��� �-?'fir . l�S.� F ; r� 1 . tt p M, ] r} {fit r lv y t � lj �(r+ r'tjT' .._..� 15KrT CA Yy 5�4 H044Wit, 1 11 '� € ! , 0NE . 052 p�GFE55►ONP� r COMPLY tlWM CHAPTER 11460 FLOOD DAMAGE PREVENTION ION TOWN CODE. CAAI'Pl&r , 60 z tion Qy } u SURVEY OF LOTS 111 & 112 AND P/0 LOT 144 SUBDIVISION MAP OF CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20, 1927 SITUATED AT FVQWNOFSOUTHOLD BAYVIEWTOWN OF SOUTHOLD 16 097 SUFFOLK COUNTY, NEW YORK BLDG. DEPTPP DE S 4 S.C. TAX No. 1000-90-02-9. 1 633, ' SCALE 1" =20' Q s 1" 1 MAY 27, 1994 o H s \\\ F MARCH 7, 1996 UPDATE SURVEY CON, MON JULY 9, 1996 TOPOGRAPHICAL SURVEY O o Q � \ tw 80 9 SEPTEMBER 17, 1996 PLOT PLAN \ \ `� J ' MARCH 10, 1997 REVISED PROP, SANITARY SYSTEM LJ .,�--�� \\\ .(a1T & ADDED 15' LANDSCAPED BUFFER �. 'b '�S• TIFOry`X " t MAY 19 1997 REMOVED DECKS & ADDED PROPOSED y m gb ` h'fd��c�a�^�' � \ PROPbSEO ROSA RUGOSA & BABERRY LOCATIONS 0. N �' \ C1L'P.) ��E 5''f• z F,16'j`OT f44 �.\ 3s•J J AREA = 44,995.85 sq. ft. C'4N x 3 9., XO 1.033 ac. Z \ F BOND. MONN 70°4�3�,50" W 9 6' ACTUAL \ \ \\ 10' DEED \\\ 96 8 \ \ ➢ O6, 60.69 K1 \ mM �` \ \\ 5 E \ .43' 100.00\ \ \ W. 1s�� 50„ ti �M W9 S X 1 Nu /Gf� \\\ \ — ca c. a� GONG, MONS [R IRE \. V+ \ CH (y q 318.08• \ I 2j� . s'�4F• ' I \ � c9 � �-- s. FER H•'•i x r'�L A C_Y Do 6X \ x X10 I \\\ \ • ,° � I;i I .x \ __ - X \ 1 'e• I N T-'—deo /� w .- 1 Q In X x Cti MODIFV EXISiI ,I i • I \\ Da `x), \ DRIVFWA W E==4gI I X 1 IP \ x 1 o % n° n MODIFY FXI5IAIG V m — .L_ WELL \ ` sraNc BRlvavar / DRIVFWAV 4 \P pIZOpOSE 71-1/ 2 SrOF GAIZAIE & GEST ANNEX. " i © _ d — o,OD �IQF 9 A d x EXPI M510N AP.EA \\Ivy, `; / -7 A x F.FL�.BZ w —2bA ��aS2.LX281 � k W umrrc PALE N1r'/6 ' I RRICKNwALx '1 OPNEWA' I 1 STORY ----- To NWD TAT w' LOT 111 n, p M14 h uFRAME G AG 5' FP6.10TX �cV OM1 WIOF \ l 1(7 VE 21,0' qq O p EE I . X7' � w000 srERs \ 7.0' `. I 1 TIP ^ FROf'O`,FD 66' OF Rf.k7'F I 'o L--- w000 51F75 O qqRO W000 PORCH \ 8 X o \ _194' YY NOTES': EL mc"um F.Fi'� X A �7S ELEVATIONS ARE REFERENCED N.G.V.D. 1929 DATUM. . CAP �\ • 1 ISI EXISTING SPOT ELEVATIONS SHOWN THUS: 10-0 EXISTING CONTOUR LINES SHOWN THUS: — - —10— - — 2 STORY PRop T.B. - TOP OF BULKHEAD CHIMNEY FRAME HOUSE n o WOOD ISTE 5 �. B.B. - BOTTOM OF BULKHEAD I__� % \L__� r� \I N �� �� 100 00 T.W. - TOP OF WATER las EFL. - FIRST FLOOR I 1Q.$ \ 1 / 1 g - _ Imo•_ Ias' ^IN s, `I- 2 N O O EXISTING SEPTIC TANK - 4- 3g9N i�511B,NB(�G LMS FOOhs \ _ U7 / 4\ (1.000 gall A ze.e• to N _�,5 I C I EXISTING SANITARY LEACHING POOL x /s 1 1I C7 1 - - _ —_ ._� (10' dia X 4' HIGH) C O 6E 2FMOJFD) J10 PROPOSED PR D � 59, 7.8. 2,.$ � NEW w000 BULKHEAD T.B. 7 5 FLnc_rT�� PROPOSED SEPTI TANK I B.B. 9q B. ,S_OQ WOOD 5TEP5 WO 'FP5 0 \ (1,000 gOQ w C~J pZAME AIA91 ION \ / PROPOSED SANT RY LEACHING POOL w Q � O I SD BEA H �r1_i (10' dia, X 4' HIGH) 0 - —LOT 112 AN �} TEST HOLE w w 'n Zo (ELEV. 10 0) '/ I wg .6, MTEAN LIN warER MWK B.B. ,1,4 EXISTING & PROPOSED SANITARY SYSTEM °i -et 9 LOCATIONS & TEST HOE DATA PROVIDED BY: ,— N a N 65'38'48" W DRAWING A-1 OF PROJECT No. 96107 DATED 7/12/96 TH CRf. 0 ABORATV P z / �• 87.30 2103 DEER PARK AVENUEGONG MON. DEER PARK, NEW YORK 1172 N _ �_ — �� C 8 Ze_ TEST HOLE D TA BDLKHGD I N NNj G' WOOD BULK FALLS A� Do TOP a(nu) "J 1• HUt NCAD M COUN E TO TINE FrwN SAND, o YW. -�G SOME GRAVEL(FILL) T.B ys 'n y—� T I' WOOD BULKHEAD T B NEW W000 BULKHGD V I LITTLE ���TT'''�T��'JFTE -IIS—I �' 1\I I �1� FINE ANDSLT,FxWN ACE BROWN • • B.B. IJI� y y p V \l 1_/ WD 0 SILT, TRACE GRAVEL JJLL ...I11_JJJ111L.JJ1 COUfl E TO ME BROWN SAND AND N 70°33'25" W 104.36' LIGHT BNCWN SAND WHO ORAYEL GROUND WATER w-r CERTIFIED TO: our—GONG TIDE CHICAGO TITLE INSURANCE COMPANY WATEII IN LIMIT BROWN TITLE No. 9408-01557UR!E re FINE s°NB AND --' AY PECONIC T PREM C. CHATPAR THERESA M. PRENDERGAST-CHATPAR IS' UNATHORIZED ALTERATION OR ADDTOIJ TO THIS SURVEY IS A NOLATON OF SECTION 7209 OF THE NEW YORK ST TE COPIES F WW. PREPARED IN ACCORDANCE WITH THE MINIMUM Joseph A. Ingegno COPIES OF THIS SURVEY MAP SNOTU B RING By THE Li FOR TILE SURVEYS AS ESTABLISHED THE LAND SURVEYOR'S INKED SFAL 0 BY THE H USE AND APPROVED AND ADOPTED EMBOSSED SEAL SHALL NOT BE CONSIDERED FOR SUCH USE BY THE NEW YORK STATE LAND Land Surveyor TO DE A VPlJD TRUE COPY TITLE ABSOCUTON. GUARANTEES INDICATED HEREON SHAT. RUN p1 DBV ONLY TO THE PERSON FOR WHOM THESURVEY fj� A I N(, TO THE TITLE COMPAIS NY.. CO\e RNMENTALAND ON HIS BEULF AGEN Y AND N!S_ .(W LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction La out TO THE ASSIGNEES OF THE LENDING NST— Y y Y TUTION. GUARANTEES ARE NOT TRANS CRADLE PHONE (516)727-2090 Fax (516)722-5093 THE EXISTANCE OF RIGHT OF WAYS LD .E' OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD IF 0 49660 QQ One Union Square P 0. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. A, or pig '( N.Y S, Lic. No 49668 Aquebogue, New York 11931 Riverhead, New York 11901 94-176D Il li SURVEY OF LOTS 111 & 112 AND P/0 LOT 144 SUBDIVISION MAP OF CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20, 1927 SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK \\ S.C. TAX No. 100090-02-9. 1 46-33, SCALE20 T MAY 27, 1994 MARCH 7, 1996 UPDATE SURVEY o ~ GOING. uo \ e JULY 9, 1996 TOPOGRAPHICAL SURVEY w L) \ j > SEPTEMBER 17, 1996 PLOT PLAN w o Q '� 1`� 190 ,(' MARCH 10, 1997 REVISED PROP SANITARY SYSTEM O \ •9� ' I & ADDED 15' LANDSCAPED BUFFER (D3 w LEI O `2R- . MAY 19 1997 REMOVED DECKS & ADDED PROPOSED �0 o _ 14) wE \ PROPbSED ROSA RUGOSA & BABERRY LOCATIONS N Wm m p .- AUGUST 24, 2001 ADDED PUBLIC WATER CONNECTIONS JULY 8, 2002 REVISED SITE PLAN oa \ S JULY 30, 2002 ADDED PROPOSED DRYWELLS & STEPS A- w `� P/0 LOT \ JULY 29, 2002 FOUNDATION LOCATION NOVEMBER 3So 13, 2002 UPDATE GARAGE FOUNDATION ELEVATION z 144 \ DECEMBER 30, 2002 FOUNDATION LOCATION FOR EXTENSION N 39 JULY 21, 2003 UNDER CONSTRUCTION SURVEY Z M \F aDNL. MDN N 70'43'50" W 98.86' ACTUAL \ o ""` \ \ \ 100.00' DEED \ I AREA = 44,995.85 sq. ft. p 9 1.033 Go. PUBLIC WATER IN STREET) AD �b MIDWAY ROAD b) M 806' g 75' 44' 50„ E 60.69' \ \ W $4 70'43 E 100'00' Z \\ __� CERTIFIED T0: 1\ FO1t° \ 'Ne. mind. TITLE No.TITLE 9408INSURANCE0COMPANY ✓ COHL. IRUI FlPE REMNNs OF PREM C. CHATPAR M00D 00C1 THERESA M. PRENDERGAST-CHATPAR (y q 318.08' .• ,. . \ — M ' I NOTES: ELEVATIONS ARE REFERENCED N.G.V.D. 1929 DATUM. c0 EXISTING SPOT ELEVATIONS SHOWN THUS: 110 a N I 1, I 11 • h STONE OIMWAT / � N 3a I I — - - ON I Zea I 1 STORY GARAGE _ wmuEY I a Unury POUF NYI e ( SamoK µ.Mc SH HE :f 4 k HOUSE — LOT T 11 ° 1A'W. o aRwEM'AY f .e' (UNMA CoNSf) Hitt WIHE I HOW FIT 127 �� O ae Y➢5' — _ — — I h wao0 rrEPs � �sD• ROOF OVER 14.5' MIRCH 19.4_ Y e I mEiEll o C�DO FFL. ]L.B w 2 STORY cEU,R °J FRAME HOUSE - ENTR'NCE I ., CHIMNEY (UNDER LUNSlRUCIKIN) - nl " (HOUSE CONNECTED TO PUBLIC 'WATER) I I DO --is 9:- _ 13e-_ ep I N 1.3 n TOP FOUNDATION 11 9 N -�RR _ nq rr r } i I C 1; IL', try �� o sn s.T' '`N ` � � K�.D• I ` EV O 5 ei '- ./,,_.�] J a NEW WOOD BULKHEAD N O Z003 a 31L ♦ U _nJirIOLD w Q I SAND BEACH LOT 112 w W N ^ (n (D _ uuE r ° g d AY MEW RICH WATER MARK ED d I� I N 65'38'48" W Z / 87.3 rn D.C. MCN. o I UNAUMORIZm ALIERATON OR ADOnION z TD iH15 SURYEY Is A WOIATow OF SECTION nO9 OF THE NEW YON, STATE auLKNFAD N mPGT uW. s suRVEv Mrr xm eEARei) D 3'W.. UIES OFTM WOOD BULNXpD3 ENB05Rm TF SOINLL Nm BE CONSIDERED 0.4'W OR TO BE A VALID TRUE COPY ,was NEW .HOOD BUI101EN) � 0 '�1 /y �1''� CERIIFIOATONS INOICATm NEREEN SHALL RUN • • LIT Ig E P ,H CONI 1 F--G AY ONLY TO THE PEggpN FOR WHEN THE SURVEY _ �Jtl,.� L 1HJ r 1J 1 V t/ JJ IS PREPARED, ANU ON HS B6NiF'TO T1E TOLE COMPANY, COVERNNENIAL ADENCY ANP Z 104.36' Awn TO THE AIS51 NO EES Of THE ItNDING1Whn- L N 70'33,25„ W TURON. CERTIFICATIONS ARE NOT TRNISFOtAeLE., G THE EXISTENCE OF RIGHT OF WAYS ANO/OR EASEMENTS OF RECORD. IF Q ANY, NOT SHOWN ARE NOT GUARANTEED. (T1 d LITTLE P E O N 1 C BAY PREPARED IN ACCORDAN WRH THE MINIMUM FOR SO SFO�N`TITLE AS ESTNISTATE ISHm Joseph A. Ingegno Err THE LUIS. AND ROVm AND ADOPTED VIE FOR 5u TIXtN STATE LWD 1 00wz�9 Land Surveyor nO Title Surveys - Subdivisions - Site Plane - Construction Layout 4966 V PHONE (631)727-2090 Fax (631)727-1727 tA OFFICES LOCATED AT MAILING ADDRESS N.Y.S. U.. No. 49668 322 ROANOXE AVENUE P.O. Box 1931 RIVERHEAD. New York 11901 Riverhead, New York 11907-0985 94-176L Ill -- d�,� ..__: : '> :„ ; -,k, ' ,- ., - - - - - - - - - _ -- - - -_ e - - ' . . e-r7 '-- .,�,�4 Va'i,.' .w]T'k.,5 '^G .,,a',ti' ' w. .. °' I � . Lv: � :- .. 'r :.':;p'+. .,�, y.vc•°, + u• T- fld ,?. g�� r' kdS 7R' ..r.. , . ,;H, " q,,, - f„ < _ '.; ... : ,,. ,: iyt +k•. sr.• {-,.- j ._h .Lk rM,�. , I '`y� ��, - r ° "Y'Id ' • .v a , °`•y♦' 1. i f rfi.' 'tl� .. nr J J; r ,k„ iii ;{ L. y,q �,,,y, L.vSW. 1P.i:k M III- , n , - .. 1 _ n 4 „ _ 1, a , - - n r r k 14 . t. '11, K, ,,C ,I - -_ -- 59.6 - - - -_- - _. - I' _ - '„ , >. �' �iv;� t�'� � 11 -'f- R15VISIONS, 1 T ,,I,t4l'- - - .NO. DATEr� DESCRIPTION 'i:, ' ; ': A i : . T _ ', �' - ., 'I'' - s, __�---- -IO�--moi_- _ II'-BI/2" _ _ T-9" _ 9'-91/]" --- - t,, wv . R 1. •, # �y _ 5r-O„ 6 , oU I 11 � 6 _ i ♦�� ty k 1 I }1, . / 1 \ , ry r _ h t r •' G `- 1-1 r �� P -�--- r ry NEW DRAWL SPADE i -- I ---- --- , I , r� I m NEw z P cont scREFnG ATI x I I To `P �.- 5GR_EN G 2�17 r ✓� I5'-5 T/8" , F v _ ` I- - Ex15TING VENT EXISTING VENT ' �' - I /+ xr c _ _ N L ." r ,, -� NEW -4" K -4" I �' s r`, W, ll, sI I, 1 5 0l F_ 11, Q = ' �1 P cONGFOD-1NG' EXISTING DRAWL SPADE - _-- -- AI. . 8b. 1 n '° NEW 2"X I" O Y -4 " a i , --- - °.J, ® Ib" O.G. I - y �, ., . ''', Ill L- k r T - --1 ^- - - - - - - - ---- ---- EX15TINOSTORAGE - - PROVIDE 8 LONG 85 5 L DOWCLS AT 2 'O G VERT I, - - `-1 -- -- _ - - ,- +, DR�;.ED ANG GRD'JTED INTC EXIST N6 F UNDAT O,v WA!L , .' -- -- - -- ---- ------------- - ! i5 .' c, w �- "� THE T K R - YI - I : E. I5, N6 D00 - M E7 MIN 9 JTILI IND TH- EPGON OK N.,ET ON (FMl ,I ISYSTEM BY [TIN RAMSET HEPu7.• T'!I' ' TWO LOCATIONS) -- I _ ifil 4' •, CONTOUR TO REMOVE r - T - . / F '. < w0" I - it ,„ I , r \ _ � EXI57 ; cONr FOUNPAION _ EXISTI ASEMENT ----------- i ' AND STAIRS. FILL DPENI _ -- -- - 1 1 _ NG B - - ` ` ', ,. L. r: a � r i , v r ISSUED TO NO. DATE IB'SUED' 7.O 1 1 A - ' ' ' AND GRADE A5 REDUIRE - 0 EXIS`IKG _ /� ( a a u _ L- .IGT WATER 'C : ry ® +- 1 O I _ � - - - -- - -- - _ --- ; m5 _ - ; 1 (ALC RGHE51- I - I - ft - =-O' -- L1 - -f r - - i - - » GDX H ODER (T(P) COX ® 162 0 P05 \\ ' i B01 R - - _ > � -r m TG1. ,. ' " EXISTING 5TL 15 _ } 5r-6„ 3r_6. _ - I , I NEW (2 2 XIO'---- -1 _ , I LE -_ 19 7„ \ (Ai.L PORG AND GIRDER N .N) - �, _-_. E 15PTING 50 _ _ _ } r h , j' � 4 ? 1 1 O P - -- ! _ :, 11 _ - '� I'4' DIA. X 3'-I" . L� INSTALL NEVr 4'DIA. STL .L'P �`_ v / - r + t.r - JACK COLUMN BENEATH NEW _ --� ' s �„ .. „ " ., - - - 1, 6" X 4 WOODP05T ABOVE, _ 1 �,:: r;a . SET I . VE SIRADE _. ,_ ni q ABOVE I ABOVE NEN 2'-0 X 2'-0' X 8 _,I -' i- ,(TY . I - '), P GONG-rFT'G (PATCH SLAB Z -- ., `' _ r P) . q --W STAIR11 c M� '� � 1.` • .- ,.r" - - _-. --�11 .-_ I 1- -- -_ - --- -------T -T__-_ - I --__ _ -_ _ -_ -- : si ML _ ALISN AND MA Gh EXISTING) NE , .' ttl k - „ ,,,,,' a < ;' -. a .. ,� 1'. I4 aefeelF ' .. I" wu Y e drawings are �: :.' . :.c _ rvr seInfrvi Med thw pial sO I of the , O t a , rpt,14 o-1 (N`Y, r. «, .-, _ - I - . 1) - P�af y O} Fhitegt ,e,' I. I ,i r .1 , , O ® r . I ' {'Irk • Mvl " Il .�-' - ';r ', ,, .a, Ito?, y ` r.''.,#*.,I \ 4 _ - - U Ii r 7 x Yy Y 71 '-„,y 4i a, q�.Y"1 u. - }ilu,}` 7 e .. - .s.: r l- , ,Y-r ' t - 5 1« ih'1"i." �"`°{"x•? '",^ ,4`''rh 1, I ,„ ',``'d4 "i 1. I. , I. _ r' .�' (,4r�.. . y r ' TL - fi",yv'Y ?i', r i .Mt T _ ( 'y1 I 'I - -. ` A14,J. - - - .."Al, „ /I 'r14! y, 11..: v" '" ', 4y,Alk AI p+ 1 I . . l; 7'_2" q,�. v 7,_2. Ce. a c�P Ra Ca�/a., 4f,�_i'"Y it qil --� '` Il . - x Irlt I 11 t; '{ ` �_'''' .G t _ O i .t u rE w 'I ,'If copper tubing is used - - �^ - - 1 • for water distributing MOVIDE ANTI-SCALD AND/OR - - _-- -- -- ss 6 - _ -_ -_.-- --- - , il,r` f 4,,,,'P d FT - system; Pipm shall be " - T � -- ,' y D' 1NERMAL SHOO PREVENTING . t' , Of types K or L only. DEVICES AS TO PART.902.6(K) - _ k � t' a . - Aj(p�R'iVEdAS ab�Rn N.Y. STATE BUILDING CODE. 1. - ,, ," ; F t , oI+�lrx�l DTG-, ' � DO NOT PROCEED WITH, A-4 FEE _ /363,' ?3Y k .i I - I : _ - . . r i r., "" ,J, �i -'; Nofl v Bul bldc CIEPA iuTAAT, FRAMING UNTIL SURVEY - - "765- 802 9 'AMI TO 4 PM''P61i'"Ift OF FOUNDATION LOCATION UNDERW REQUIREDTIFICATE I a''«-..} n '�{i FOL WI NQ`IN�ECTIOfVS' i - . - -, , -„ d T. F uNOA #oN==TTwo+NOgUIaRo„ HAS BEEN APPROVED. - ` _ :, A �tlOUMO.�MINCRIE p�bMBINc B?A5EXENo FLOOR 1PL�N _ ... , , e,. , :Jre,�,a waTMAlNYrx Cop-: ARCFIITECT$ S [ PLAi�'rC 11/E , P �X ,, L HE CRC COLLAESORATci�ct I it i u55i' ,.° ' " . 3. 1 OLATIDN._ _ 08ILC:_Q• /e9adm.4 I. !ciA"P 4:, AL - coN§FT'RUOTj(INNNi®�T ' ►AOVIDESMOKE-DETECTIN I •��ii��� 'B @OMPLET6rFbR C.O. Y NN � a� �o.,Je�. wlrK ma.�.�. T.,alTi�s i•rrar ,AE,g9,}3 _ _ '! .;,, .� .,� .' " ALL 8('1NSTRUC-`fI0N56MAh.0 MUT ALARM DI VICES 1 1 / - THE'"R@QUIR'EMeNTS 'f1F?1H'EVAY.'Y." . . , u�D PART. 721.1 _ aN � Is /e'sw.c�� I 150_ - 11. ! 9C1 ,} nyv ,r .4ren eat Go.+o tT(d+S- I ' ` i, "✓ STAE @ONREMENTS '01FI'='(Ng�AY vN•r•S DDILDINO CODE. \, - NI C ` 7""^t A deea sae - _ _ t"I .�( ,:., ,,e pS,MNOT':`R'ES'HZ'JNSIBLE 15BR, .r _ ' ' - eo TELEPHONE: - _ "- - .. - p w/.+n ai'se%rs a� /� a T uEPH t�G 618 fib$ i-a' t k , r" •r+I ,.I% _ 3� o R PARK W, t7§ tS 14 P@NN#DTaIlINSIBLEN bfl5. - '•FS7f *+n E NEW Y,o�iK ', , I , ,n , 5 . - ', ala Ntrd 4, a r , A , I �� 0.i• ,._ T 7O05i ofr# M iY :.f: - 1. `'.' . ,' m PLUM@IND ': ., . 1. .Ys a��&�a.nro,`sy I�E.vf. r •..iae•1iae,a: fa. •re oM - i (` , ' .. '¢ III r t :.. "? . .-' , '. - ,-.,,:'- ALL PLUMBING WASTE ' " .I .. } ' " `y�cCfa>RM. - , 1 - v t «'t y ' �^Kt, ,.' OPENINGS FOR :,'''„ _ •II ..�,L_'; ..++�/N '//a/M St'T M'GGS 65 dit✓/ww0. T - - yPJOB ObDre ;�r .'. - +., d a iw` Y- P OV1OE &WATER LINES NEED ', 9. ` ,. ' / // ES. C TESTING BEF•OHE;BOVERING " I , ,,&'.dr c YM s �r , 9 r� : u f T :. I' RIll ERfENCY CAPE AS ; '' s Sy 6.,• �, ;U .,, It A -,I, Ill . Q„� O BY P.A'ItT 714:0 ' f - - - - a,t/s s�Fvnr 7D�:•.a�, r � + i + '�' - « -t �,.11 •rad '� r{X - ` x e � +,- ,,i. N Y' TAT '", "', - , '" , .a,- r, \ a - , . ` � Tra+'t 6e CaN5. �.,. a. •:•: Ef�WILD,INGrCOdEy;; , : , ., .r .' ONir ` r ; z" 7 71F�CATI 4 `I, a P_LUIViBE GFJt „ ®r s v . eti a r -. r,', , NT"BEFORE , , I . - Ty Wise o _' u .,. Y ,. .� -,. ,. '. ' AU OISTE K. <. ev s T i c, .r :C?' " ; '7 a'b. iter " +, , r Q ., .., UPANCY' 3, I x -„ y C� C a J ..i Z. .,�,' r R 's X,n ,v" CytTF- , I6CC.- _ - f �EZ'✓^'T-� 1 1, 11 \� ','_. '../':\: ,� 'r n ✓',`, 'i w, 'eT , F I S`w 11 1 P µ;,r Fir T1 � ." R I - . . - _- - I f" -- _ - . - - - [ '7 _ n ,a . tl x'.. , ANNO r ^C Hp ro :' .. 11 v y, TEM.C„ . I /� k.a SU' LEAD. a �'',FNS' ` �- F 1. ---- 1. "Y' TS PL UMBiNG I XTIJ SG + L�UL ICY < 4 OT55°`` FOUNDATION NC.4` -- - -- FLAN ----- ------ -- - - ------ , .„ PROJECT 'TITL 1,`' ALL FOOTINGS SHALL BEAR APON UNDISTURBED 5O_'OF CONTROLLED COMPAOTEO.,FILL HAVING A- P-1: KOHLER =K-5B98-4U UNDERGOUKTER EROOKMELD DOUBLE BASIN 04T IRON 51NK 41 - OHATPAR" ',5lJX � I\ ._- e,,;< I ALL 517E WORK TO CONFORM TO LACES?TOWN OF SOUTHOLD PLANNING BOARD _ •' - MINIMUM 4000 P5F BEARING GAPAGIN. IN AREAS WHERE 501L DOE5'NOT C9-MPLY,,INADAOUATE Ill K-6510 WIRE RINSE BASKET,(2)K:-8801 DUOSTAINER SINK STRAINERS, 6 - - _ - "` ' : .; 5PECIFI6 TIONS AND 5TANDARD5.. `'- " - � STRATA REMOVED AND CLEAN SAND AND GRAVEL FILL SHALL BE OOMPA(TED NI LAYERS � � � - DELTA FAUCET KITH AERATOR Al.Hl HELD SPRAY, �R I 1" � ' i�"' ,5 L Nol : ., TOWN'OF 5OVTHOLD ENGINEERING DIV15ION " TO BOTTOM OF Poll ELEVATIONS AND TE5TED FOR COMPLIANCE WITH ji1E MINIMUM SOIL P-2. KOHLER MK-2904 FARMINI 5ELF-RIMMING (AST IRON LAVATORY, WITH` I � NG :, D} ��� 'N ,r "� 2 THE'GO ACTOR, HAL THE W w t : "' Ai'^L@' -.Q4:NCfi7R5`$EFORE' OMMEIIINGEMENT OF,-ANY®N SITE WORK. -'., .BEARING VALUE _ '5?OPS, K-8e 8 "°" TRA ABORE FAUCETT Y i „ I' ' *',� O K Y605-P 3/8" ANGLE 5UP1'LIES WITH , 9 P, T �j /( p T - 3 ;tE , AGTOa 5HAL4 GOMPLY'•WI APPRO'V'ED WORKING DRAYV165 AND 2" STEP FOOTINC75 ON A,MAXIMUM IQ SLOPE, AS REQUIRED, AND MAINTAIN A MIWMUM OF 3'-0" TO T'r!E' (K-8211-K) 6 LEVER HANDLES'(K-16071-4) IN POLISHED ERASE. I • • I' I `'� l"IL.1 I . EI I' `'i : 'i �' -`'REAI I T.SHEETS: NO DEVIA '10N5 SHALL•:B( PERMITTED.EXCEPT BY - - - BOTTOM OF ALL FOOTINGS I P 5 KOHLER #K5404 RIALTO VITREOUS CHINA PRESSURE LICE TOILET WITH <-7631 r' - '" BAY'VIEA, - -'[ r .111, E .~r .,!, i. "J11 `WRIT,JEN APP,ROYAL OF THE OP SOUTHO�D PLANNIN6 BOARD. • . _r,�t _ 3. CONCRETE GONSTW(TION SMALL CONFORM TO LOCAL DRDINANGE5, M1EW YORK STATE BUILDING"(ODES 3/&' ANGLE SUPPL" WITH STOP. -"-'{ B COKS 'FED. F PRECAST - - - AND TO AMERICAN 6ONGRETE IN5TITUTES 'BUILDING CODE RC4UIRBNENT5 FOR REINFORCED CONCRETE - _ _ . 4.'EEI:CW` �tApE'DRAINtAbE 5TR�IGTVRFS SHAlt4,_ E TRII( 9 �P-4. KOHLER %1592 PEUSLA F105* A55 $+OWER WITH K-9152 DRAIN WITH PERFORATED , . . ;'d GRA WING '"TITL L .,_ F T-'• ; '' ,�„'�,; 1 I ,,, DRAT SECTIDNS.MIN• 4p ''PSI RENP - - AGI-918,.LATEST ADDITION. '� . , �I N,r +3a( 1� ,J'- , 00 ( ,Og4PR CONCRETE. ", , - - STRAINER, #K-9886-D GI:'ASOOR<S-PIVOT SHOWER ENCLOSURE, #K-"4 ";z• .,. L�r" :l �'. '` ' ''s 4 GONGREiE GONSTROGTION SMALL GONEbRM TO LOCAL ORDINANC' NEW"YORK STATE BUILOINS CODES " KEY ,f'L.AN 5(;Tt� t.,., . , 5 INSTALLI' IN 36w.GR IV.EIL BA(IiffILL^AROU DRAINAGE L'EAGNIN6'POOL9: .,,, GLASSWORKS SHOWER ENGI_6.ul AG'rGENT STRIP e MASTER 5HOWER TONER - Y'- _ ?�e�f : .r „lw. .,yt:,r;,, ;" """ , ,: -.:'.� ' , :', :,' '.0 '- '' - - 'r. : - 'ALL CONCRETE SHALL SE.PORTLANb G1:N!ENT AND STONE CONGR2 MIX HAvie A MAXIMUM SLUMP (K-'4) IN POLISHED BRASS "' _ - r' '6. 'ALL POU - GO "USED ON'.SIT81 ONS✓ ' `"TION'SHA4L',BE MIN. - - OF 5 AND A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000-P51"AT28'DAY5 - � , - � � `� NG y, ;,- ., P-5: KOHLER 4K-1248 SEASIDE b' A(1I BATH WHIRLPOOL WTH K-7161 AF - _ p, ,� TC -, ,., . u `- "., '3,000'P 1'iM1FTER 21 AYE - � ,,,, _ - '. GOIMPE5511E5 TE5'F REt..In_TS FOR'EALH DELIVERY _ _ I} - �N�I�/,��':�'7l t'L., ',$-:,;�• - + -,;�;i . v -• ta{ ' - .. ' pq - -5 CANTRAGTOR SHALL PROVIDE LAEOI�ATORY TREGiH GLEARFLO 1/2" ADJUSTABLE P61l DRAIN AND K 9695 5RA55 WHIRLPOOL I n .,i�„ - r, - . *! .,,'' ,", - , ,h I '. . ..' '. .. - ,,... .,. - -. ;'n ,5'ANLTAR TE'DISP09AL"5Y5TEM;BNAC : 'INSPEGTED:AND,APPRO VED $Y - .OF CONCRETE AT T AND 28 DAYS, "' - , al ,i !. ♦ WAS _ r 6 ; �. .. , 4ry;' ,L'- '='.'R ',.y, , .. .T •SUP LK COUWTI'D£t?f. dP,WEAL'FH SEkRES ^ .:,, a 8288-4f�, 4' LE>/ER HANDLES IN POLISF BRA55 : ,. - •- -.,+ ,a - ' : ,= - - '4 . INPORGED STEEL 5HA-L' E DEFORMED BARS OF GRADE 60 BYL_E7,STEEL CONFORMING TO ASTM A-Ib IM KITkTAHORET FrLJ ET K- ,1 . Aq , ,. : " - .,_ ,. , : .i".. :F''',. ✓ - a. r 6 RE ( P-b,KOHLER K 5C5 CAST IRON MENDOTA,HATH 1LH7 WITH <-1160..CLEARFLO I-I!2 '.. _ I�� ♦'ac ` , "_ r. SPECIFICATIONS LATEST ADDT{2N.,, T c P 3R IIF T K-IOO�FG ,N POLISHED,BRA55. f��lei 'NS�I k`., r ,it ,L 1 : a., ,,',.IIj .1 - 6 i4 - � . a - � - NA ANG TAILED _ -',- ' . `, r ",,, - " ..':'�: ' '� ` • `r a; SLEE`lE5 CONDUITS, ANCHOR I„ : -, A JwOE ( ) r - ,. - •• - N80LT5, ETD. PROVIDED 5Y OTHERS:SHALL,BE - - - PED 5T'AL,LAVA70RY WITH-TRADIT ONAL P£DESFAL "i' DRAWYN BY=^, pRA-' 11 itil •;�•'+ , . - - - .. 7„ ,i - BK THE CONCRETE TRADE CONTRACTOR, .,r IC�„RDI TED l IKN�WH WITH REVI�AL�FJV ET%K-16UO2-4 . '. y'f 1�"" •,Jt,' • rf� •"' Tk-f> ' P Ir % . .' : - '.'' . ',. - , . t", : , : . t ;: ' 'p - ^'• , 8. "THE TRADE GONTRAGTOR SHALL VER PY ALL GELD CONDITIONS, 6+'00PERATB�WITH OTHERTRAf1E5 'AND . , : _s s- _ ;, - 1 16, Y' -°5,' r, , i, .: ,,. -.N,,. '.. , ,.r . , ' ;. , > - FO MP ETE JOB ANY'GI REP/+ IE55WALL BE IMMEDIATELY I - :' CIiDCiCE 'NdY,: ` ' n' 'r xU':k' '' ''7 rc, >r, :,: „ , -. ,4 _ PROVIDE ALL W012Kr REAUIRED R A:!� L ,SO ., i?C. _ . . a' . ,s e, w TS. . ,. : „ _ .. , _ . , . .k, REPO)2TFD TD THE A (,L� E(r•T. , :- - i ' - - "!✓lZG aw+r,� i 1. ([ 'r,`-,. 1, 11 ,, i, ,� nr .,. ,. - r ,. , k- „k,k . - r , _ r r -,4 -,r', TES - _ 'a 11 ,r II t t a, ,. II 20f Tw ,. ! - , It g "' ♦ C -"A : _ ,1 ;a $ Lff nj. _ t-e31 i . . _. i ` ,,: ;.. I "< � , 1 „ �71 11 .. _ - _ - -'� 14 L 11 f .�. c : q ., r" , „it .. ., .- ., .. ,. $A• b. , r- . 41 I . :4M1, e 1 V 11: �•�iF' ,y ., , I 11 1 ,.;. + ,r. . r r, - . j i, •d.,, . .. �. ♦ . -. „N,.. _ "�h " , ♦:i 'r:' - '.r:!r. rt :ry )"ll ^'!r: . x- •`'v .. .z d. 4.' 1. _��}' ,. ,5..,. r. .., 1, „_ .'r. .'p• 1,' :".,, , ' r', . ,u:, ,, . . ,. I ,i .A i' , �d., 'Y "u, 1. N • fi .. ,,, . . „ r.' x" ^n' _ _ .. r r ,. - .. - ;;. -- . , .. - ,. .�x'1. . .rv,6x2 r, .,...:'•Yis_s. x. , r A A A-4 A-4 ' RE VI`SIONS NO. DATE DESCRIPTION _ ' PAINTED WOOD TRELLIS 53'-E" ---- - - -- -- - ---- -- - - - - - ---- -- - -- -- -- ---- ----- -- - jl ABOVE, (TVP) - - - - -- - - - --- -- - ---- ----- - ° UP UP 19 \ 501 ✓CLINE OF TERRACE 0A + } 6 -��-r � Y E0_ � ABO 5 10 1/2" 12'- ' ! I � EQ. , , (TVP) i fx ��V DASHED LINE REPRE5ENT5 EXTERIOR 6J LDING E-r BE_0N + , DINETTE — - _ - - 8" ry � t� _ � == '� MA Rte, ._ - ��,�'� = z .X !G° HER w, (4) 2" X 10" HDR (3) z X 10 HDR WI I X61 (2) .4 X 9" 5TL PLATE (2) 1,4" X 5" 5TL. PLATE _.._ - _ _ --_ 10'-0" - 6 6--_ - q��' �• E0� . - \ ,/ 611 111 - Q � ' -' TERRACE _ - �� i�- (2) 2' X8" HDR I � 5UN ROOM BON WINDOW T r 7 r rye _ o m - - " - ( , X IC' HDR V A CC• .31 -0 14 6' O 0BUILT WINDOW _ P ' �i SLATE FLR'G -l- " �L x I f ! � 1 a, \� 9, > i° (SECTION B ,A-"! 51M i ( eb. \ 1 �[ 6a (31 2' X 10" HOF �! - '✓ERT MEG', --�, I _ _ - � - '�o y-.4^ J z, ' ll v - -SKYLIGHT A30•/E I I = — f BEDROOM #I -_ II - l-- - - - - - - - \`� �� / (3) 2' X 10" BEAM -- - -- _ - _ - -- _ - - -- - - ' - a Q W Lr D BLE 51 PORCELAIN _ (2) 2 X l0" HER Wi S NK HIS DISH - KTCHEN � � - MAHOGONEY RA'LING 1�, %K� .. I/4 _TL PLATE - - p c1 1 _ SATE FLR'G ry o a 36 'AFF. (TYR, - � I ( G ba 16 OG b) --- II � Y OUNCE - - w n 4; e� R.R 2 xa PF" i2) 3-0 X UTGHER BLOCK" INSERT GLR ! `9 "'+ SLIDING WD. DOORS p� 'I p �W r \ ,o,�l 5 T FLUSH INTO COUNTER TOP Co .__- ry ---- -I6-10 ------ - / 4 -�-- . _ �'! ��4 -- ---- 14,_1:' -- - _ --- L.G. _- ISSUED TO NO. DATE ISSUED TO NO. DATE' RANITE COUNTER TOPS1- 1 I - - - k DINING ROOM GAK F_coR'� G „ - �! oGL. G T, P WITHIN KITCHEN (� 1 v cP 0606 ( "1 �, GL. �p _ _ �..EG (A-5) - ' o \ n T' "'( 9 _- m "4 ry - _ RANG_ E GRIDDL- OAK FLOORING UP - -: i 1 Q �- (Y IK .® r 4 /4-11 I/241-111/2, VLR - FOrc VENTING R'OMT5 GLUE-LAM BEAM ® 6' OG - _ LO - ° 6 / 4'-II 1/2" _ m M, BEAM 7�_- _- _ ___ I'-6 X 6- ,o. _ -_ ]o ._ _-_ F _ � a r - - -- - /' - - --- - - - - -- - * --- - -i°-- --- - - --- - --- - m - } BEDROOM #3 - -- L 1 ` -- — - Q 5,_0', _ 2'-0" 2_4"_ -_ � f41 P=6" N '=3F0 _ r6� l E DAY,TAREAD5 - � \ 3 nR U b) \ RR 2'7c8oL N III�� T 4 v b 4 ® 16.. OG x � PANTRY �t H" / 'BR. - 5TOR. � °a �° I - -6 xrb'-6 ' ?� . / D o -1GL. �J� a PORIGAco JMNp 9° GL05. CGL. L.G. _ _ 2'-0' 6-8' - AND 5- o ! 4 IG _ - - I .. a AV. UTILI - BASE.(r P, � --- a '1 6 C T „ s o BEDROOM #2 �_ ROOM m nil �' .(� ° o ! r CUR.- ?' B5 NT. '9 Q II-91/2 a 3-0" % �' ` " WR� 2 �3 rt ! 120 �R BON WINDOW - A� __- -. - �g ❑Q .� 26, X 6 a. m rc• DN tl R WR. J FOYER _ b P MARBLE(✓LR 0" HDR 2' DN: -- �� m - 3 1 5 6,. l 1 (2) 2 X H" HDR_ sees These-drawings are an Instrument, of `. I _ \ m - 1 �� LINE OF SECOND FLOOR �� -- II j Q _ ', -- - : —� - - - - Infringements tWwillpbe prosecuted. . fll� � 3, 1 -, architect., �I ABOVE, (nP.) _ ! - 11 li II I ' -- - -L - -- - - - -- - --- -- - - .. 4'-10" IeY11-I/2" I r b•_2" EO. EO 6'-2' 63" EQ. EO. I-10" ,v - \ LINE OF(ROOF __-EQ. _ EQ. 4'-4-I _-. -- I T I - - - - - - r-- -__ABOVE TYF.) - Ea. � �� _41 AND Di 4. PAINTED-- 14'_5" -_- --I 31' 14'-5" 12' -- DORIC GOL UMN _I,.- I I II - ------- .._--- �---- - - - - -- ----- -- -----`---1--�---- - -_ ' , `' -� ND EASE (FYF,) f-- - - PAINTED WOOD TRELLIS - ---- - ---- " - - --- --- ABO ( / - VE ttP ' ' T30 . LINE OF , ROJEGTION -�/ __—_ I �FJr "__ PAINTED WGOD RAILING TVP„ �q-5 ABOVE, (TYF) LV-I AT ALL PORCH LOGATIONS. (5"cT EL. 8 T'� '10d CF LANDINGS AT 2" BELOW & XI& =64 UP Ty - N!5H F OOR P i 0 - _-_ SX6� 36 2147sF : �xG= 36 A-4 A-4 OD THE CRC COLLABORATIVE, P.C. FIR5T FLOOR PLAN 5EGON2 FLOOR PLAN .' FLOODO kMEMM ARCHITECTS & PLANNERS SCALE: 1/4" = 1'-0" SGALE: V4" = I'-O" SOUTHOLD' TOWN CODS 150 MOTOR PARKWAY HAUPPAUGE, NEW YORK 1178x}." --- - - -- - -- - - -- - ---- ------ - -- - ----- -�O , T - -- --- --- --- -- TELEPHONE: 518-952-7005 R SCI)ULE T-- L+��L f �✓ 6 ' pRYWAL'_ PARTIT',ON GONS!STING OF 2" X 4 WOOD STtiDS N0. ROOM - DOOR FIRE LOCK REMARKS icy C E ERL NOTES __ _ _ ___ ___ __ __ _ MAT W N L LABEL ! �5 ga. IT -__ -__--- _-.._.--_-- (!6" OC) WITH I/2" GYPSUM 60ARD 80TH SIDES , cL ---.--- 16. INTERIOR DOORS 5HALL BE -ACWOOD,PANTED AND 5ET IN WOOD FRAMES WITH PAINTED WOOD CASING AND TRIM NOTE, PROVIDE WATER-RESISTANT GYP. BD. (WATER-RE515 ANT / TYPE "X" FIRE-RESISTANT -1 ASSEMBLY TO EXTEND TO UNDERSIDE OF BTRUGTURE �I FOYER WD/G 3'-G" 6-B 3/4" - �3 `tN I, ALL WOR SHALL BE DONE IN STRICT ACCORDANCE WITH PRO'J151ON5 OF LOCAL, 5TATE, AND FEDEIRAL CODES,LANLS, fl EXTERIOR DOORS TD BE F'JLLY-NEATHER5TRIPPED. ` F SAF-ETV EXT. W/ SCREEN D00� OLL E5, AND REGULATIONS WHEREVER DANAPPLCPHLE. I6 POCKET DOORS TO RECEIVE W007 CASINGS AT JAU'BS AND HEAD GF OPENING ON BOTH SIDES OF PARTITION. GYP. BD AT FIRE RATED PARTITIONS) IN ALL TOILET ROOMS. - - - - --4-- - - -- G 'P _ 2, EACH GO TRACTOR 5HALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE VERIFIED ALL EXISTING GONGITION5 IF, PAINT FOR DRYWALL SHALL BE TWO(2) GOATS OF IPITT5BURGH PAINT5 "MANOR HALL" 5ATIN LATEI(ENAMEL 2 BSMNT, ST WD 2-6 6-8 -3/4'j G RAISED ED PANEL PRIOR To 518MISSION OF BID ALL MI5CELLANEW5 METALS AND TRIM SHALL RECEEIVE TWO (2) GOATS OF PITT5B'JRGH PAINTS 5EMI-GLO55 ALKYD ENAMEL 1 4 I -, 1-3/4'�G RAISED PANEL —---- EXISTING WALL OF PARTITION TO REMAIN LTY RM WD 1 2-6 6-8' 51 JN ALL 0 ,DRAWINGS SHALL NOT BIK 54ALED FOR`INFORMATION FIGURED DIMENSIQNS AND CONDITIONS MUST BE OR APPROVFJ7 EOIIAL. DRYWALL PARTITION PSUM B INC OF 2" X b" WOOD SVGS MGL WD T-2-0 6-b I-3/� - (LJ •l'' - !' 20. CARPETING 100%CONTINUOUB-FILAMENT, 5OLUTIONV-DYED NYLON WITH A 2bOZ, FACEWEIGH*, ANT!-STATIC CLAYS I, TACKLE55 - __ __ _ _ RE OG) WITH I/2" GYPSUM BOARD ONE SIDE AND T I WATER 5 PANTRY WD -6 6-8 -314' �- - - 9 yO u Iss6roo4-U' -" IONS AND JOB CONDITIONS, AND T A 5-YEAR2 MIN 1NcAR F/JARANTEE, A5 MANUFACTURED BY SHAM INDJSTRIES SOLATION. ,- ._ _ _ _ (L) X 4 DOORS Ty OF NE`X 4 ` . . 4..CONTROL OR SHAW V�iIFY,,,AND+B�UlESPONSIBLE FOR ALL FIELD DIMCN5 NSiA_LA ION WITH LATEX PADDING, NAD ENTIRE A55E:I"®LY TO EXTEND TO UNDERSIDE OF STRL __ _ _ ___ _ ____ _ __ __ _ YRIFIED IN FIELD _ _ - _ - - _ . NOTIFY ARCHITEGT,DF ANY:DlSCREFANCIES,CONFLICTS, AND /OR OMI5510N5 WHICH WOULD INTERFERE WITH THE A VED -OUAi EXISTING WALL OF PAR'IT!ON TO BE REMOVED / RE515TANT GYPSUM BOARD ONE SIDE, WITH b" BATT GTURE ABOVE 6 LA`/. WD 2-4" 6-B -3/4 PRI lAGY RAISED PANEL r V ITT, SATISFACTORY COMPLETION OF THE WORK, SHOULD HE FAIL TG FOLLOW THIS FROCEDLRE AND CONTINUE WITH TH-c - - M 21, HARDWOOD FLOORING AND BASE MOLDING,SPECIES AND TYPE TO BE SELECTED CLOSE EXISTING FOJNDATION WALL WITH NEW GONGKE F T L CLOSET WD 2-0 b.b -Bl4 - (L)_ WORK, HE 5HALL''ASSUME ALL RESPONSIBILITY AND LIABILITY AR151NG THEREFROM 22 CERAMIC TtE.FLOORING SHrV_L BE 4" X 4' - - 5, ALL ITEM OF WORK IDENTIFIED ON THE DRAWING5 BY NAME,NOTE,OR MATERIAL PE515KATION ARE NEW, UNLEE55 ' GLAZED TILES,WITH THIN SET APPLICATION AS MANUFACTURED BLOCK TC MATCH AND ALIGN WITH EX!5TING ADJACENT J EXISINT DOOR AND FRAME i0 REMAIN 8 KITCHEN WD(G 3 O b-8 -3/ SAFETY EXT W/ SCREEN DOOR P PORCELAIN TI"� FLOORING 5 - _- - - OTHERWI NOTED. BY AMERICAN GLEAN, INC. - 9 - DINETTE WD/GL 3-O 6'-b" I-3/4 b' ALL NEHf MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST PRINTED HAL BE 12" X 12" GLUED TILE5,WITH THIN SET APPLICATION AS MAUNFAGTURED -_ - I SAFETY (2) EXT. W/SCREEN DOOR IO ' SUN R Wp/G 3' O b-8' I-3/4" SAFETY (2) EXT W/SCREEN DOOR PROJECT ',ITL SPECIFICATIONS, AND WITH ALL APPLICABLE GORE REG'UIREMENTS BY CR055VILLE CERAMICS NO L�, .. I NEW 8" 3,000 P51 POURED CONCRETE FOUNDATION - - -- T. 24 DESIGN LOADS WITH Ib" CONT NW5 POURED CONCRETE FOOTING 'Il GL05 WD- 3 0 6-b' " (L) X 2 DOORS (SLIDING) GH;ATP,AR, 51 ,fMMr- `0 1. ALL WO SHALL BE PERFORMED IN ACCORDANCE WITH GEST STANDARD TRADE- PRACTICES EACH 7RADC- SALE FIRS' t SECOND FLOOR - 40 P5F LINE LOAD/50 FSF TOTAL LOAD // I 12 5TOR ! Wp 2"-8 6'-8" I-5/4" 5AFE7Y RAISED PAI` EL aw i 1 COOPER - WITH OTHER TRADES TO FACILITATE JOB 5CHEDULING AND COMPLETION. -- -- - -----EEL 111 b. PROPRIE ARY NAMES DENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE STANDARD OF CON5IRVGTION 11EM5 ATTIC"5TORAGE - 20PSF UTNE LOAD150 F5F TOTAL LOAD ! EXISTING DOOR AND FRAME TO BE R"tMOVED -"�------ OF EGU QUALITY MAY BE SUBMITTED FOR THE ARCHITECTS RE`IIEW F L XN515TINO OF 2" X 6" WOOD 5705 (Ib" O G), !4 CLOSET, 4 6-b !-3/4" ! PRIVACY RAISED PANEL R�SIDENGE , 1DI� lTIa ROOF -30 FSF LIiVE LOAD/40PSF TOTAL LOAD �- -�-- N WAL 13 LAV I Wp 2 4. EACH GO ACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJOINING REMAINING AREAS A5 A RESULT OF 715 25 DESIGN TIMBER STRESSES Tn = L05o PSI,E = 1,4(00000 P51 (MIN) HEM-FIR CON5TRUCTION GRADE. 1/2' GYPSUM BOARD, 5 MIL, POLY VAPOR BARRIER, 6" IT- Wp I'-6 6-a' -3,�4" - _ (L) WORK, SHALT REPAIR DAMAGED SURFACES TO THEIR PRE-EXISTI CONDITIONS, OR AS MAY BE REQUIRED i0 26 CONTRACTOR TO INSTALL pOU5LED W15T5 UNDER ALL PARALLEL PARTITIONS AND AROUND OPENINGS BATT INSULATION, 1/2" COX'PLYWOOD SHEATHING, j 5 L CLOSET WD 2 0 6-6' I-3/4" _ /4ND fi�LTERf' TIONS _ _ (L) IT, 21 FURNISH AND INSTALL SINGLE STATION SMOKE DETEECTING ALARM DEVIGE5 IN COMPLIANCE WITH 5EGTION A501 OF N.Y5, 15# FELTS AND CEDAR SHAKE 51DING @ 4-1/2" TO - n -+- _ GOMPLE THE ENTIRE SCOPE OF WORK. __ _ 10 ALTERATIONS TO EXISTING WORK SHALL BE PATCHED AND FINISHED, A5 NECESSARY,TO MATCH EXISTING CONTIGLIOU5 BUILDING GONSTRL'CTION CODE (MIN. PER FLOOR)! 2 THE WEATHER, I6 BETJ I Wp 2 8 6-8 !-5/4" 5AFETY (JAL.) $AYVIEW, MEN!I YORK S ` _ SURFACE OR NEW FINISHES WN ALL MEGANIGAL AND ELECTRICAL WORK SHALL BE: IN FULL GONFORMANGE WITrI NY.S. UNIFORM FIRE PREVENTION AND BUILDIK� (ADES, NEW DOOR AND FRAME. Il 8E0 kl HP/G 2-8 6-b' -3/4" SAFETY EXT. W/ SCREEN DOOR - A- ANDALL OTHER APPLICABLE CODES AND REGULAITIONS. WALL CONS'STING OF 2" X 6" WOOD 5705 (Ib" OC), I6 BED #1 WD 7-Y 6-8" 1-3/4" - DRAWING. TITLE 11. AT THE C MPLEFON OF EACH WORKDAY,EACH TRADE SHALL BE RESPONSIBLE FOR GLEANING UP THEIR WORK RUBBISH TB, PLUMBING WORK SHALL 0E INSTALLED,BY A PLUM6ER LEGEN5W WITH THE TOWN OF 50UTHOLD, IN AGGORDANCE WITH NEW YORK STATE WR. 1/2" WATER RE515TANT GYPSUM BOARD,6 MIL. POLY- - (L) X 2 DOORS (SLIDING) REMOVAL SHALL BE:)ONE A E7JSi-YNNICIT1yE FASfiION, AND THE JG8 SITE SHALL BE FREE OF ALL pE0Rl5 AND AND NATIONAL PLUMBING CODES. _ _ _ I b �,( - BROOM G E FD UPON COMPLE71ON " • - - a VAPOR CARRIER, 1/2" COX PLYWOOD SHEATHING, 'IQ 0E0 #2 WD 2-6 11 1-5/4" PRIVACY (JAL)- FIRST FL00R 1 LAN_ 2 . ELECTRICAL PORK SHALL BE INSTALLED eY AN ELC'GTRIGIAN LICENCED IN SJFFOLK COUNTY; IN ACCORDANCE WILH NEW YORK STATE 154 FELTS AND CEDAR SHAKE SIDING 6 4-I/2" TO - 20 BED 42 . WD 2-3 6-8" 1-3/4" (L.) X 2 DOORS (SLIDING) , G / iiry1 12, GLEAN L FLOORS,WALLS,DOORS,MI5G METALS,BLASS,LTG. LEAV#NG.bB FREE OF DUST AND DEBRIS,PRIOR TO AND NATION& ELECTRICAL CODES, AFIRE UNDEE�'+RITER'S LABORATORY CERTIFICATE SHALL BE OBTAINED FOR ALL ELECTRICAL WORK, F -- � PROJECT COMPLETION. AND SUPPLIED TO THE OWNER AND THE ARCHITEOT' 3 THE HEATHER. /'HT1}. 21 ED r3 WD 2-e" 6=$' 1-3/4" PRIVACY (JAL)__- _ - I3 E.XISTRIs QUIPMENT AND MATERIALS TO BE REMOVED, WHICH ARE NOT REQUIRED TO BE RELOCATED OR RETAINED BY 5O CONTRACTOR SHALL INCWDE A DOOR FINISH HA WARE ALLOWANCCE OF!20000,PER DOOR. - SAME AS#2 W/6" BATT INSULATION, C&AE3I NE TRY NO I E - ��� �C"/ THE CANER,SHALL BEGONE THE PROPERTY OF THE CONTRAGYOR AND REMOVED FROM THE PREMISES 22 BED f3 WD/6 2-B16-611-5/41, SAFETY EM. W/SCREEN DOOR f,Irk r., ''- 14. INDICATI NS OF NQRK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT INTE 'MED TO SHOW ALL ITEMS WHICH MA" 31. ALL WINDOWS AND OLA55 DOORS SHALL BE 5LAZ'ED WITH LAMINATED HURRICANE RC515TANT GLA55 AT OUTBOARD LITE --- 23 BFD e3 WD 2 O" b'-8 -3/4'x- - L�'GSND ~COR REQUIRE EMOVAL,,EUGH,ITEM5'SHALI� BE REMOVED, RELOCATED, AND /OR REINSTALLED A5 REG1UUlRED FOR - (L) X_2 DOORS(5LIDING) L1c I 'I C 24 CED I<3 -WD' 2-O` b'•b -B/4" - (LJ X 2 DOORS(SLIDING) _ S"2CH PULL ,', TTYPIGAL CABINET MILLWORK CON5TRUGTION SHALL'BE:PLA5TIG LAMINATE ON B/4" PLYWOOD - - �, '� PRIVACY . (JAL) 15, oRYW A,CD OF NEA 4 DRYWALL PARTITI N GON515TIKO ONE SIDE WOOD/STUDS�R F.'ROVIDE DOUBLE'LAYER'OF 5/4" PLYWOOD AT PERIMETER OF ALL.000NTERTOPS PROVIDE 25 LOUNGE WD 2'-b' 6-15' 3/4 " ; DRAWN BY. ',f :F T.i - A..PROV DE SIZES AM TYP€5 AS SHOWN ONITHB DRAININOB,TAPED AND 5PACKLED WITH THRM(I GOAT5 AND (16'!OC,) W p / PSUM ND C.ONTINDU5 CLEATS AT WALLS, A5 REQUIRED. 26 MEATH WD 2 4 6 8 3!4 PRIVACY RAISED PANEL _ N r +;N,-„ WR, RESISTANT 6YP5UM BOARD ONE SIDE, ENTIRE ASSEMBLY TO t 'L ED TH' _ 2 WJNO-OFF E)POSED,MT510E CORNERS OF COATERTOP5 WITH V RADIUS 2l CLOSET WD I':6^ b-8' -5/4" (L,) - - ,8..PROV DE ALL METAL CORNER'9EAD5;STOPS, EDGE TRIM,CA51NG�EA05,ETC,AS,R):OJIRED TO FINISH ALL DRYWALL "" "'END TO UNEDER51DE OF STRUCTURE ABON{E. 3 *LL INTERIOR SURFACES OF CABINETS AND DRAWERS SHALL BE COVERED IN r1HITE MELAMINE. 28 _ _ CHECKED $Y _ s} _ EXI •SURF ES WITH FUJSH,LEVEL EDGES. - 5 L,CLOSET YID I' 6 b 8' -3/4", A _ C' USE F DE TS(" 6 ARD WkfERE.REQUIRED: 'O OBTAIN FIRE RATINGS PER NYS.CIlILD1NG LADES , a, MASS2A JUSTABL SHALL S. (Mir ADJUSTABLE SHELF AND WAL4{TONG CABINETS SHALLHAV( J am 1 " M (:2) ADJJSTABLE SHELVES. (MIGA-CLAD) Zq GG05ET WD 2 t'. b``-8' -B/4" (L,) X Z DOORS (5LIDINS 4 '4P' - - „ ?T_ M WR, SAME AS#4 EXCEPT IN LIEU OF I/2' WATER RESISTANT GYPSUM _ W OCKIN6 IN _ D. USE` TER'Ri515TAMT.GYP5UM BOARD;ON A1-L,W7`L6 `FACING A BATHROOM,OR WHEREVER'SPECIFIED. 5: GENERAL. COKTRAGTOR SHALL COORDINATE IN,57 TION OF-ALL REQUIRED OOO BL DE IT FOR BOTH SIDES. - _ _ _ _ - G ORS hR. ONE 510E PROM 310 M BEroRM. WD/ 2' 6°- br a' 314"" 5AFEtY '(2)'EX7 WO SCREEN DOOR" E ' 1 " 6 ZAEi CONTRACTOR SHALLOE RE5PON90LE'FO ,DAT AL)A - lRFIE!.n'ieR1FYIr+GALLCABmLFrblrENslQNs - 5 98 EBEFQREABRICATION. . WD. WOOD (L.). DOOR W/FULL FIXED SLAT WD LOUVER SCALE P,ItOJBCXMQ, 1. PPROVDE EUROPEAN-STfLE, CONGEALED HARDWARE FOR.ALL OADINETRY, HM HOLLOW METAL - - (JAL)' DOOR W/ FULL OPERABLE WD. SLAT JALO958 A55Y n i� i GL GLASS(HURRICANE RATED) I/4 = I O, a Wf71C.")'"Jf 'l 3. 1 i ek r a ,. RJI I � 0 REVISIONS r NO. DgTE DESCRIPTION OCHIMNEY 5G¢EEN J N / (lYP) 250# HORIZON ASPHAL ROOF -:LE5' ROVEROOF 50K0; FEFELTS iTYP,! WEATHER LANE W,' iNTL:GR.AL - �'� LIGHTENINO CONTROL 'TYPJ 1/2 BRICK CHMNEY (TYP) _ -_- BOTC �DC5COF GABLE END _ ` X 8" WOOD FACIA .-- -- _- - - '_ - - _ - __ - = - - - _ -_- = _ ._ - - 6 -- CRICKET BEHIND -- - --- -- - - - - - - - -- NIMNE' (TYP) 4' ALUM NJM 50 0 VF7. . _ - T 040 THICK (-YF) 77 - - _ - -Q'�- -- -- - -- - --_- - - -_ - - GONTINOUS ALUM. 5GFFIT - - - -- - - GEI NG H _ . G (LING HT- PAINTED TRIV (TYP) I__.�- - ALUMINUM- ._ M P / - � Ll I RLJ-LJ � l _ .�i � -_- L J ALUMINU LDr. ,- _ _ �- - . , COATED W _ L_C r 1 KYNAR 500 ( YPJ - - - - - - - - --- - FIN15H _Z_ SEC OND FLOOR - - -- - - _ - - - - _ - - - - - - - - - - - - - - - SHAKE 51 - - - ---- - - --- - __ - - --_ - - - -- - --- _ --_ _ - - _ - - - - - -- -- - SECOND FLCC¢ , - 0 WEATHER r _. - - GtGAP SH TING" d I/2 T LINO HT - -- - --I �MIT ] TEC WOOD TRELLIS- F__ -PAIN AND DORIC COL'uMNS - - -- - ----- I I C m -. -. --- --- - -- - - - - -- - - - - - -- - - 7, - - -- . FIN � IN(' FIRST �,t( - _ - - - ! - - -- - �u7r':t iJ=. II _ Ll Fllv'SH F - I y - - _- - -_ - --_,_ _ ,- F IR5T FLOOR ISSUED TO NO. DATE ISSUED TO '$Jo. DATE — �',?rx'��r'�a' _--___ —' —_ — _—_ _ �,': n � '. : � �,.- •e!'f �- .+4 '^ ' �ti1 _ __ _ --�-_ Illy, -I�� � �, —_ i��— ��- -r" __ � _ 0 _ I , . ., . .,:. r � � r .tn �l ...ys• yti I I I i ______ _ __ � L� 11I �- ' " � ��' > inn J,r ,. .. __.- I_._._-J - __ __ `.�:': •. n". . -� - __- __._ - r , `�^: `�� . __ -_ ----J - . - ---_ --- --- � >' _ , Y' CL- 2 I I --- - - PANTED Ir100D RAILING AND ST°P5 (iYP) --�- -----PAINTED VINYL LATTICE (TYP.) NEW STEPPED --��•� I _ _ K5TIN__- 1 ~ --�'---- 1 _ I FOOTING AT 3,_0�� --- --- � E I` G B E ~ -1—--------- --------------------------- L-� EELGWGRADC V't( - -- --- --- - ------- '- A5 HENT ---------- --------------- --- -- ------------------------ ------------------------------- A i12 SLOPE (TYP; NORTH ELEVATION EAST ELEVATION 5GALE:; ;IL4" '� liter ; 50ALE: 1/4 = 1'-0 - These drawings are an Inatrument of service and the property of the archHe�t.. Infringements will be prosecuted:` F N — TE �I 6Li THE CRC COLLABORATI E, P•C. G nG H L- ��-? - - - - -- - - — _ _— GEIL INc Hr R ECTS & PLANNE S r- iMI TESTING REOUIREM�NTS _ _I - _ - _ - - -- -_ _ _ _ _ _ -�- -._� ~ - �1__ _J _ - Q - - -_ ,..� -- -_ _ _ .- - - "• - - _ - - ED- - _-' _- --._ _- - _. - - = C-C 150 MOTOR PARKWAY, _ Qj CEI L 5T 5� - - - -.AT - _ _ _ _. _ _- Q HAUPPAU'GE,FLORIDA BUILCNF> G0'v_ - - -- - -- -- - -- - - - - - - - -- - - - - - - - - -M31 - NEW YORK 11788_ IA FOR - _ _ -_- _ - _ __ _ __ ELEPHONE:CRITER . HURRICANE F ', T 518-952AQ05f _ FORGE LATERAL LOADS._ i �I `�rl� _ - ` �� (1YP- ALL W'NDO'n5) N NO LOH SECOND FL OR - - - !�11 _ - - - - -- - - -- - - - _ _ - - -- - - -- -- -_ - - - - - _ - - - =- - - - - - - - IN �� u�u' •., . ` --- - - - -- ---- T - - - -- --- - - - - - -- -- II . k i d,- J, A-4 REVISIONS NO. DATE DESCRIPTION PAINTED WOOD TRE-LI-15 - BCLOW, 4J,T.R. - t ROOF • I� \ �\ W'EATHER'✓ANE -.. ^• 121 W.G. 4.. LA! LAJ. TUB 2" � WHIRLPOOL 10:12 -H ' ' TERRACE 5'_.ON I-I/1 � � SLOPE SLOPE 2ND FLG04. 4 L5_ 2 3 I _LL G.0 211 }�. 4„ _ _ -- -Z - �- _ �44 t-- --- - 2�, \ \B y`� ry 1 Sl\\� �p,F�� I -- - \� OUT5I DE WALL -- - - 2- 61 2' ,, 21. 2" \ \ o N J�y G� - --- — -- - - -- - FRESH AIR 4" I - SINK 51NKI a' .-4-✓. WG. WA5HER � \ �n5 - - - - - - - - - - - - - - - - - � - D W. -,I.J�-{I-�J -�' TUB INTAKE u - Iq py a - /O, N 5. FLOGR 5 Y_GHTv� RO w w P% OF 50 x 48 4' L5 2,. 2„ m v 0- G � , �i ,ALSG -G Cor'=L- G 7" 0 ry W/ STANDARDS 5ET - r 2�, 1�, I) 9,� E) . • G 0. G 0 � "0 FOR AL., SCT n NDOWS I ' T AND DOORS TO AP OVED a,l GA5T IRON MOUSE 'RAP EASCMENT,� tiro 5'wTA� Y 5Y5TEI"` - GRAnI. 5�AGE �: _ 6:12 �- ---- GRIGKET ISSUED TO NO. DATE ISSUED TO NO. DATE - SLpPE CLRTAINTEED HOREOV ASr^I,A'_T i� ROOT "5HANILE5' iTYP! -_Sw � I Iw .i ..HIMN;_Y oGRELN PLUMBING RISER D 1 AGRAM 1G" RIDE Ra ER SLGPE NO SCALE a" ALLMI N'JM 60a � ry a I GUTTER 040 TH'�GK (-"F) in/ -i'S, � /612 / �V Nt x Y 2 b" RIDGE RAFTER LINE Or BUILCINO 'P4o BELOn :TYP; 14 A �� �= ,- II- �- -71 T i iv IY // II l I! J ..N serviceThese andthe propertys are an n of then aroh43eci. SLOPE "' SLOPE II K I, l Infringements will be prosecuted I r �a �I ll 612 N 612 1 SLOPE w t A � NOTE. RIDOE 'VENTED FROM . f " _ _ A-4 r' � BOTH 51DE5 OF CABLE END ROOF A55ME-5LY CONSISTING OF ` RC c A55MEBLY GON515TIN5 O7^ ;SEE EAST d WE5T ELEVATION5r+ - =T -- - PA'NTFp yI00D TRELLIS ' 2501 ASPHALT ROOF "SNANGLES" 25 ASPHALT ROOF- "SHANGLES" ON 50NIFELT5 ON 5/4" F\7ERIOR BELOW, (ttP.) SHEATH NG ON, 2 X 8" ROOF RAFTERS r ON 3Ox FELTS ON 2-U2° NAIL50ARD - --'--` _ " __I ® 16" OG , 9" BATT INSULATION, - y OLY150GYAXFATE FOAM IN54ATION -�'�•. 2" X 5" CEI' N5 J015T5, 1/2" 5YP9U,M - ll NO ON 3' 6' RI TED WOOD ON 3 X 4' TIG LAMINA , I) -r DGE ROOF __ ------- -�RA�7_l - - 2" X d ROLE 5EAM ROOF PLAN 4 — - - - - - - - - - - - - - SCALE 1/4" - I' O" / — _ \� - - 2" X 6" ROOF RAFTE-R5 - - It- 4" ,.LUMINUM BOX GU'I'tER ---- _ �' ��- 16' GG. (TYF,' Y M - �� BATT ATION •" .04D THICK (TYP,), GO IN01.5 ALUM. SOFFIT _ _ _ _ - - - - 2" X b' GE,L J015T5 9 '' -- T - - �I 16" 00. (TYP.) VET ( YPJ - - - IF T = THE CRC COLLABORATIVE, R.0 PANTED TRIM I- LOUNGE MASTER BEDROOM MA ER BATH ARCHITECTS & PLANNERS F ME OUT WINDOW SEAT - - �L-I ` - �._� EX RIOR WALL ASSEMBLY --- - -_ ___ _ _ _ GO 515TIN5 OF CEDAR 5HAKE TELEPHONE: E,150 MOTOR PNEWWAY _. .__- �.-- -----,----�- - -- - -- _ _ - - - -- - - ELEPHONE. 576.952 70 •, _ - - +- _ YORK 14788 Sl INS, 0 4-1/2" TO WEATHER - - --- --- " - - - ._ _ T Q5 ON L# FELT5 ON 1/2" EXTERIOR _ __ - -- -- ---- ----- - SH ATH. ON 2" X,b WOOD SNDS (- 1 -� - _T LAZING TO CONFORM TO BATT IN5ULATION, L�� --- - � - A5TM TE5TIN6 RfQUIREMEM1 I , 6 IL JAPOR BARRIER 11/2" GYPSUM I - „I' TOR MEETING LATEST STAT OF ��� p8 R• Cp i BOARD (TYP) �I h __ __ __ __ _ __ FLORDA BUILDING GODS CRITERIA FOR HURRICANE DINETTE �KITGHENI LAV FGa�ELATERAL LOADS. -- - -- - -- (TYP. ALL WINDOWS,!-- --1 - - --- --- - ---- - --- - _• G 5T^STONE VENEER, "LEDGE ROCK" • * * ` NTINous ® BAS,E of EXTERIpR — _ I —— -- - !; �� 5UMMAR*l OF TOTAL THERMAL RATING T 4",BELOW,S,RADr (TYP.) " \ - j, II -- -- - -- -- -- ---- - --.. ..T� ' / " —_ - - - - II ENVELOPE TOTAL THERMAL WITH THE NY.B.15 ZERO R(0) OGO BEAT , THE PROPOSED DE516 THE BUIL PR VIDE /l TO GRAIN(_ _- ER N FOR DING /7 - (5 BASEMENT,PLAN FOR \, --GRAD ,ND LOCATION) - �� r0 �OIS 5. TYP.ON-W/ o E BEY, . - n s s) z' X IG CRAWL < X e -J B°� I'L LA'1 n 6, E VARIES WODD HDR ® 16 G "f ) SECURE-1:) T. """ "'= -_ AREA "U" VALUE THERMAL TABLE I C'RAD n ,� o HOU_ IRRAP SEGO � � - ---- SPACE * ( )'I 1 - ', _ _ _ �_ �� GRADE VAR'E5 I RATING U�IStP PROJECT TL RE NF. P GONG. WALL) ----- -�� :. P. GONG, SCREENING� -- --- -4 C _a" REINF. I SE FOUNDATION NOTES, Y GOAT W/ FIBER MESH P GONG PEER EXiSTNG 5TL. -h- '{ 1 _ _-- - �1-IATI AR .JUMM R T m �, -;~ A. ROF/CEILING ' GRAI 1205 5F 0.046 'O 6'3 FO EXACT 5PEG5 (TYP) - 5EAM5 8 P05T5 ' 11 - - ' = RA2 2-765F 0.031 2 6-3 RESIDENCE a4DDIT11Jl�t — -I r X 2'-0" X e' ,=: — — 264 6-1 AND ALTERATI ONS 0 - - 0.046 e" XII-4^ CONT.-- -- __ BASEMENT B. NET WALLS 2330 sF P GONG FOOTING- { P. ONr, FOOTING G. GLAZING 665 5F 0.31 -145 b-I BAYVIEW, • NEN{ YORK - 3'- " BELOW GRADE"(TYR) NEW Y' DIA. 5TL� -� - - -- I' DRAWING TITLE ) � � EXISTING FODTINGG5 '-LALLY COL D. FLOORS � I"Ibl 5F 0.04'7 O b-3, : 15EYOND ROOF PLAN NEw z'-G X z'-o" x b" O , P GANG FGGTlN5 — — — CROSS S�GTION • (BEYOND! TOTAL THERMAL RATING +140 --- - - - --- -- --- - PLUMBING R15E`R 1�IAP ,'' 1 ' GR055 SECTION "AA " � ENERGY G`ALGUL;�°;,TJQNS"� 5GALE: V4" = I'-O" - - , DRAWN BY DRAWING NOS},.FM1 .: FLOODUM /fig RwN COMPLY WITH CHAPTER 114611 CHECKED BY . FLOOD DAMAGE PREVENTION _ 77 SOUTHOLD' TOWN' CODE DATE- 7J6 ATE. " 1' 1 - - SCALE' - r pq .n�p'r NITo 1141 I I l r A - REVISIONS ' - - NO. DATE - • DESCRIPTION „ 1 r t n YYY T c n r _ _� - _^_ � - © - - . SN ® i ` - -- - - - - -- -- -- - - TERRACE 1 1 r ( I MASTER I BUN ROOM _ / DINETTE I - - BEDROOM - - - - AIL TF, cE,, Vrc 'ED LEr_ vA)LTED cEr_ k - L = I1r 4 k +: 4' THICK REINF �..I GONG. STOOPVe _ .—. 71'-0 IS 114" 9-b" 2-6' 5-81/2" '-4" - -- CHIMNEY SCREEN ' i b SR,GK GHINNEY —_--_1.--_ SIO'_ER W{"ANKLC55 — LINE OF ' _ — -- F W 'YP COIL WATER HEATER. - -- CRICKET , REVISIONS I'I . ��-,- � JAn i ry -_ -- I _ _ — , -� LI�tiE OF ROOF O'✓EHANe I-� ., � --- --- 4' RLUM BOX Gli^ER - ' s - / --- / m (TYP' _ r M - - � .--� � I CARPET �"L1W GERT4INTEE7 HORIZON _ _ x250 ASPW'aLT ROOF "SHANGLC" (TY-/ _ 1 5TORAGE. y — — GONG. SLAB mUl m ay,v i4� --O X0 b "'y l - d-a s LAVATORY W, - �I: n¢ I ILC F.00R,NG ,-da .o ra- „' - Cn ti� tiq o .F•e Y�tli +�0 \WE1T BAS ,- ,; I OF ASSEMBLY GONS15TING OF ROOF 25GR PS�HA�T ROOT 54ANSLES I I GRAv _0 . ' XE PPG c', p , -ORING GOUN R"7P T \ S I �`<{ I ry �' 0\ 3D FELTS ON 3'4' CX'ER!OR '!� _IPS. � q I SnEATrfIN: ON 2" r a ROOF R,AFI�KS v - _ c 1 i.� as 4� I }�� I T ' \ 8' RiD6� RAFTER v NSJLA h _ n - 2 d e b' 7G -> r2" BA'T r G P5U 80A�Rv YP! - - M L , J^T a00' ABG l ��v LV SLOPE `� - X @., GARAGE ! -� - -LINE Or r.-FIT -� �Ci' g I al ABovE if b' RE-NF ,4r ° „3 0 I - Q , ® V4 0 " �' w Nl�c"J.. O , � Yh E IL TR' 5 44OVE up �P I R 6 O.G FAINIED '' E_L15, ,7YPJ NEWB' PR; mlb 52 ti 4TF -f' fy 50 EC � I __ - � ,� — __- v _ - :2- SLOPE 1 -I-�,-2$ 8 - IL.,{ #-N, �O * �--_ - - i ISSUED TO NO. DATE ISSUED TO NO. DATE J� _ i` // , So 10, FLOOR PLANz >ROOF PLAN SCALE. I'/4"= :'-O° SCALE: I/4„=1'-0” � ' • '9 2S -71 57r F"'a; - . - ^NG FrIA- -ION a _- ;DYING OUT TC _ "AT". :'RG _E /.' Gr .NEI t v _-- — - - t These tl rawinea are an .Inatrume t� }. A 4 service t Infringements Will he rogecv 5TORAGEE eCt " i �I •� //� - � In}rin e PropePriY--".ot thearchi{ Ped '� it ' -P Soo . ELEG 61RcuIT -ANEL,� r . r4� - Oe NEs �_NT� I'; CLAVATORY y d �N _ \ P DrA, x = 1 ` ( - Si –'Q' — r. ? - •1 f' J� 17YP -� vl F ,ON S' 7TUEIE - 5 VX TyFI z ATT,,, "SS 1 _ hRJROF OAN 1 -- eTA R- GARAGE f CRAWL SPACE _ K-�fr NET BAR u� G r - - GC4;. RE SLAB - R ..ON„ 'R�-N i� _ - _ .G IO`>cR SANL SRAVL_ � �� � ITT � 1I ,.€ILyT VWLTED CEILING BAs"" , �� OF 4 R GARAGE ��N WA �- - -- IL 11 o. a 16, T 4.. WG 7 `:35' v i _ -4 C '-I` .'..IL H SOFFIT° F _ F SET ac eA 'E STUDY soFFIT - J —T - - { A � . . I� — ��� THE CRC COLLABORATIVE, P� ARCHITECTS & PLANNER$ Tj� I l 1 7 c _ All p� FI a -*ap "p0111K;. L pI/ - _L � G_LNG /AULT: 50-0y 750 MOTOR PARKWAY TG BOTTOM -_— --_ H N I AUPP - - - o EO 1a A ' UGE, NEW YORK i T?Ba; TELEPHONE: 5�6-952-7005 OF RR _ - - I I b h SLOPE � 6 !2 SCOPE 1 LOW 50 --5OdFAF CM P -- AFF _„tRW 7; 10'C rm RCcr ABO •T 5Or'1- Aj FOUNDATION PLAN MI=GH. - - IF E PLAN SCALE: 1/4'*'-G?" PROJECT TIT GHATPAR SUMMER FIRE- NO. - - -- oG - r - - -- - - ---- R_MARCS - - - - •6510 - ..._.�. .._. ,_ v - - '- - - - -- - —_ T _ I _ ROM T _ P oIR,. '15 . h STUD,, __-Do-®R T S r-IA hee`P en�'[ `,�ERen vos '• N��S'Inw. ST= E� '.ND AT'.A; '. UMiAi2OF TOTAL T+�ERMAL RATINC7 I MAT. W H LABEL -� - - -- - - - _ AND AL AvRATo - - - - _ _ _ _ - -- AN ' ' 3r4 _Gu I'Y EX-:A!SCREEN DOOR o_r, ,_ ,y„GR ><x 24:i4 FA1*` +EiTON ". - fIMN „^.4:,' IRvY JA.. •Y WITr +i�' THL ' ?thC T'HERMA- RATIN&• 5 ZERO 7) OR E*Z--ATER THE PROP05ED DE516N FOR THE ELI LDING BAYVIEW, � NE_liy YORK,'' 12 LAVATORY WD 2-6 6-a -3r4" - PRIVACY _RA15E7 ".ANEL �.- iEOF-F� b ANGLL _jPP ;ES STOF; .-? 5 P Fu Ow'" FA+.:.'. i 'vVELCIV C,IMM,15 WITH -4E N.Y ENERGY :ODE. I- ---iii DRAWING TITLE 15 U,_0 T WD 5=!b-8 1-3/4" IJ) * 2 DOORS !K-8' -.j d LL,'TR HAND;' ': i+�-160'll h 00c:, 'ED SIR I A ^. -- --- - ARE-, 'Y1" _VALUE THERMAL TABLE& ANNEX FLOOR PLAN1101 4 GAR GE VINYL 8 O" 8-0 ' 2 5rr�RITY UPWARD AGTIN6 —1 F-3. �.Or,CR >N 34G%+ RIALTO `REOUS "_ ^ 'RL-Sy�,�R: "E `_ �C ^+ITr, . 7$3�' USED _ _ —� — j3/91" AN:, : SUPP Y <'T br R—r"G FOUND�4TI ON F'1: AIN, 5 UTILI HM 2-6'' b'-8 -3,/4" G PfI'Jr1GY SDE "' OF - _ uous,�r+arstnaLe __ Win. BCH' CR 4159k PM-A F18E-R1_ A55 Sr. _R `H " DRAIN e � P' .* T-G F 1570R GE HM 2 6'' 6'-8 I-314 TG �P_RIVAGY ' NvON-GOMBUSTABLF -'QAINER, x�• 188E-D !.A55n0 PI JOT R ' , :; .,R£ JI AI-' R : F.YEILVN6 "Al 39r Sf 0.081 6 6-8 ROOF ' PLAN ` ME�,r� � � �570R GL HM 3-0 I Fi`-8' -3/4" SEGJRI_yEX7, W/50REEN DDDR GLASC-HOR�S 5HOWER "aGL05Uk. ",GLEN' s MAE 5h., >CR `' HER -�- ---1— t NC's Wl^_:.5 - 579 5F 0.046 66 b-I ELEG. PLAN K-i� N PousM�D 3R- j FLOODZOIiS $ '• WD WOO 6: AZING 17 sr- 0.& -22 6-I ±' HM L ROLL W METAL D FL„„ORc COMPLY WRI�GHAP1'Q 04,6” DRAWN BY DRAWING NO GL. 6LA (HURRIG.4NE RAPING/ 39-I 5P o.04'7 O 6-3 - RWN ” FLOOD DAMAGE PREVINTION (L) DOO . WITH FULL FI.XED'5LAT NO, LOUVER SOUTNOLD' TOWN rODE - _ CHECKED BY - - -'I TOTAL THERMAL RATING —.-_ CRC DATE II-20-q8 SCALE PRO"ilEG7� 0 Al 11411, jl�ojl 1 J II REVISIONS -- NO. DATE DESCRIPTION ---- - - - 5GREENE0 ALJMINUM LOUVERED ---- =�_ /ENT, EOT.H 5!DE5 ,"TYo. -_- -- — - ---- --- - NE i GER-A!NTEED 40RIEON _ T .z - - - -------- - - -- W I' X 8" PAINTcD - - _ 9250 ASPS,' KOU- 5H'1NGLE /TY°) I NE ' 'WOOD FAGI A r . . , . -_ - - - - 4" 41Lu.NLM BQ,\ GJT`=R - - - -- - - - - - - - --- - -- - - _ " 040 TJ!CI, O BOTTOM OF SOFFIT _ (� �� l J--. - - .- BOTTOM OF SOf rIT -ql' ,- D 40 'nIGC ,?YPJ - - - -- - - - -- - - - - 1 1 -- - -� - i ✓v/ iN`EGRAL EASE 4h7 DOR�G VEIN X nJGL BRIM r _ - - - - - -- -- - -= -- -- -` - _ - - --- PAIN�ED WOOD GD GAPITAL5. (TYPJ - -- _ - � � ' =�- � _ T RIM �r TYP) IN J I - - - - - -I 1NG (7YP) _ ----- -------------- - - _- -- - 1 I I 1 1 I I - — -- - —-— - - - - - - GARAGE FLOOR (LOW POINTi --- 1 1 r---------------` i I GRADE JAR�:S (''YPJ \- 'i--- -- Gn PC NT; _ - . . -- ._ _- ' - ---- -- -- - �- - - -- _ -_ _ --- 1 1 I GARAGE F..GOR -"'� -- _ - - - m -- F c - - -- -- -- - - i _ i L__J__�J �� �---------- -----� m .,�.,PE ® 1, .4' PER -O' i i G,45i 5-0-NE SILL --� �• --GAR FGC I"�OOR 1 - GRADE VARIE_ ,T-P1 5LOP_ (% I/4 PERI 0 I I I I � °' � 1 q / TONARD , THE EAST 1 I I 1 5LOP-.. Gi /'1'-I 1w Jam. ____ �} Y GONG. FOOTING r r -- �� DONT, GONG FOC'NG r1 _-'--------------------------------------- CONT - - _- L________________________________-l__-___.� j,. , - _- _ .- -- __ - - L_____1____ -__ __--___________--______-______-_-_-1 BEI_OW GRADE (TYPJ — N/ CONTI CL5 FOOTING BELOW �` -5'-0' EELOW aRAVE (, W/ GONTINOLS FOOT'NG `G >.TL � � wP) _ - a BE�oN GRAD TIP GAST 510NE VCNE,_R LEDGE ROG,; I GONTINOu5 Os EASE GF Ex-ER OR ' TO 4" WEST ELEVATION PRG/IDE RAIN SHIELD NORTH ELEVATION 5GALE: I/4"=1 '-O" 5GALE: /4"=1'-O` ---- - NEW ER',G" GH'M!vEY :o zS _- ISSUED TO NO. DATE ISSUED TO NO. GATE GI 7 12 ` 01-1 OF- -- OFFT , ` _ -- " - _ -- - - - - OF _ NEh CONT ALUM. SOFFIT VENT _- Y _ - - - - - - - / � ( T - -- - = iii! 1 _- _ _ _ - r _... - These drawingsarean Instrument, of ` LI -_ - n Irl iL -- - - FINISMFLOOR - - - _ - _ i II, - - FIM5nFLOOR - - — J - - service and the property of. the '*rchltect. IIIIC __ _ n ringements will Gtr prosecuted.. - JI AWL SPACE - -- - - - \ - - - CRAWL SPAGE _ -_ - __ - - - --- - .._ -- - - - - - -- -- -- _ - -1--- - - - - -- - - -- - - - - - --- --- - - - Infringements -r _..+ I IL NG PIER I I _ i -- - �"� I - Y� _OC B SOW GRADE fTY -- - -- - - - L------- --------------------- ------------ -01,51 - I \ L -I l GRADE 'VARIES (TYPI .b,. -------- -- ----------------- . , -O BTLOW GRACE (i PJ - ---- G 1 r " = V'NYL L ATI ICE WOREv L _ I GRhGE /��RIC.. ,TYPi ---------------------- L__1 .. '. rJ ` I P„SONG PAC - 1 EAST ELEVATI OUE RIDE VENTED rROM SOUTH ELE\/ATI ON - 50ALE: 1/4"=1'-O" BOTH 5IDBLE E5 OF GAEND j 2) 2" X0' RID C B_A 5GALE: /4' - -O _ u (5EE EAST e WE5T EL E/ATONS ) 5-1,2" BATT INEL'LAT'ON - i- 2" X b' GOLAR TIES . ' - PRG/IDE INDIRREGT _ SHTINv --, / 16 OG 2' b' FOOT RAF-RS --- --. ABO'JE SOFFIT 6 REGE55E1) 250= HORI-ON A5PHALT ROOF 'SPANGLES" DIREGI BELOW /5EE MEGH/ ', I ODER 305 FEL75 (TIF) ® I6' CG ""'PJ \ E_EGTRIGA!' E7R6 FOR LOGA7,UN) x 'bErTER:OR SHEATING ;TY'.i ' ;-1 EAT!' nS,Jxnos - -- �" tib" ROOF RAPIERS THE CRC COLLABORATIVE, P.C. - / ` ' ( ARCHITECTS & PLANNERS _ ir2" PLYNOCD SJ6FLOOR , 4" A UI"'INU"•' BOX GUTTER /TR - , •. ' --- - \ _ 040 TH',GK (TYP) X LDOK-OV' - - - - ROOD 150 MOTOR 2" X b" GEIL JO 5T5 9 RAF��R. ! HAUPPAUGE,PNEWVAY YORK 117B8 ' _ 2 -- - --- _ 1- - 112" WA _R RE515TAN�' GB - - SENT r.l 5,-AZNO TO GONroRM Tr, - - n A5TM ^STING REOJIREV_-V S - -_ _- 2 2" 2 Kr_[_ 5-05 4 l6" 011 ��- PAINTED TRIM (TYP) _ FOR MEETING LATEST 5Ta-C Cr 4W.G, LttP! FLORIDA BuILDINGGODF tesanG F — GRI rRI A FOR HURRGANE R '�os � QV 5-U2" BA'. INSULATION (TW.)' V 3 p '-ORGE LATERAL LOADSV I I I. m Z' _I/'i 5'iJrR. VF J 2 TYPE ' NATER RESISTANT YP A L,WINDO!NS d COORS) u �A INTERIOR GOcUMNS` -- I I+ I, L.B. 5T !'LOOR ` G 6 0 G . -_ E MOLDING L I FRAME OJT WINDOW SEAT ll i * * C 11 .B., BOTH SIDES (TYPB2" Y o 1 :o , y. .. �- � �.u . 2" X 10 FJ 0 � (TYPi v _ --`�' GO r ,.CNG oGRENIIvG --- --- A5T STONE 5LL -- __- o G 0. GO. 4, ±4� GOAT W! r IEER MES- Q' BATi 'N5U_A- -N TO A, PROVED G 0 TB of xew ti r 5PAGE UNDER NT TO CRAWL 5AIVITARY SYSTEM h0U5E WRAP SECURED _ PROJiD:- JE OAST STONE `JENCER, "LEDGE ROOK" ER PROJECTION - - TO .'GISTS. (TYP.r -_ � - GONTINOI:S ® BASc' 0. EXTERIOR '_P GRA'v�L 5PAGE TO 4, BELOW GRADE (`YR) ,=- 'E PROJECT TITLE - 7 _ - � _ �s _. _..i� i '. i---fes � --r== �`•-� L_r_1 1 --------- -T _ rr�' == - - -1- --------------------- "_11- - GHATPAR SUMMED . ` 1 5-rc r 5EE FOUNDATION NO-T5 RESIDENCE /�DDITIOhI GROSS SECTION IIAAII F W/RrNFP GONG SLAB FGREaAcT5PEG5 (ttP) w GCNTING. _ GG-NG -- 4° ,AND ALTERATID_ N5 " - EEYCND (TYt: SEE f GuNDATION IJOTES " 6 SAND AND OR 3.15E ' GR E�A„r �Pr-Gg. T•'PI s 12 CONTROL JOINTS. (TYP.) II 11 " 5GALE: I/4 =1 -o WALL SECTION B PLUMBING RISER DIAGRAM IBAYVIEW, NEW X©RK` SGALE: /4"=I'-O° NO SCALE DRAWING TITLE ANNEX ELEVATIONS; SECTIONS 4 FLUME31 RI5ER DIAGRAM FLOOD ZONE $ DRAWN BY DRAWING NO-" i COMPLY VAM CHAPTER "46" RWN 'FLOOD DAMAGE PREVENTION CHECKED BY SOUTHOLD' TOWN, CODE GRGs.07 " DATE _ $r_ LE PROJECT NQ' ar ".1 1/4" = I1-01. 9b92 f ' y Ydi t. W A4 [ yr REWSION$ \ " ',NO. I DATE' I D$SCRIP'IfOk q'-q 1/2" e '' /1\ �\ hp NIT 5'-O' FI N U ir1' r lJ ✓ \ y[ ✓k n N[ t✓ 2 — � Li NEV, P GONG i OLNDATI N / f •e \ 2" \1 �� `T 'WALL5 AND OOTI!IGS ,T P) \ �� / in r �' g y\y , NEW GRA& SPA E - - - - - -1 NEW = P. GONC SCREEN GOAT W m 4 - 11 15'-q lPo1' li _ ' SGREEN'G LENT 1 {�' � `I SGRCEN'G VENT 19 H N 24" W REMOVE EvISTiNG RUBBLE FOUNDATIO ' :GREENu 'VENT BENEATH SJ`IROOM I REP L AGE WITH P CONG_�I E°g, NEW P GNEW GRATWL SPACE OO NG5 E �\ \ ��' � P, GOC TING v mob. A o NEW �E,� y�s ' \ f. I A EXISTING STORAGE PROVIDE IE' LO�+G 45 5l'L CO?JEI_5, AT ;2" JC ./ERT y DRI-LED AND GROL7 \TO E?'STING '-OUNDA`ION AAL'- -- _— _---_ ___ —_ _____ _ .._—_. __— -- _ _. __ _ Sry4 i, IDYBE^DED NIN q UTILI INO THE EFGON EPO,Y N F 'uN 1 to INC DOOR :r ) ' 5YSiEM BY ITW RAVSET EDHEAD I""P AT -AO LO.,ATiON51 /�- c ' >U'`u I I F J CONTOUR GRADE ATGEPT ! 1 ® I6" Qi _ L I EXISTING BASEMENT I UIS 'uG Gout. roLNDA ON I �>> � 1 ANC ARS PRO''/IDE EW ISSUED TO NO. DATE ISSUED TO EILGO DOOR. 1 HOT NAT HOT WATER_ r' `9 HEATER :. vt S ,ALL POROHCS' 'C NEV, ^Ue'.RIO" �� B'DILER I i COX HEADER TYP ' 16" GG ''I E� INC L POSTS 3, - —1 �- :'"l AND G'RDER ,�O N 1 13-0" ENI5TING SJMF ;ALL FORGE-'; PUMP --� 'N w 9 NSTALL NEW L DIA 5-L r ?}" DIA4 GONG 50NGTUBE JACY. GOL„MN BENEATH NEA' 6' y -" WOCD P05T AEOVE, U 5E7 I" A80'/E GRACE I ABOVE NEW _-O' x 2'-0' X S" .- IT P) P GONG F G 'PATGH SLAB 4 TO ALIGN AND MATCH C<15TINO) q yy STAIR ---.—- -- -- _--_-. -- -- —_— - _-- These dra s will r e roIsetium,e � 4T a ng are an inatrumerit''ofC '. pi •, service and the rp er! of the.,are tl'fktlp4,f } \U n P r 4 }, ,• iu 0+ (1 I+Gh V>y+1iJ •+ A a s t 55-6' A u THE CRC COLLABORATIV, B?tSEMENT FLOOR PL,4N ARCHITECTS & PLANP/EfiS 1� 50ALE: 1/4" ,i, , I>K�ury ayseN t t . -.r 150 MOTOR PARKWAY HAUPPAUGE, NEW YORK 14y88'' TELEPHONE: 513-952-7005 ' "' "r Grp '7 S ;yf F f, b � • t I 7 ,� �! � '� � ' -�X71 AUG 19 2002 N �_.__ ' - ,: Cli � Pf - rrrF 1.AAI fT€I C�NERr�tL 51 TE NOTES FOUNDATION NOTES PLUM31 NlC FIXTURE SGI-EEDUL 11Y PLN PROJECT T I. ALL FOOTIN05 SHALL BEAR APON UNDISTURBED 501L OF CONTROLLED COMPACTED FILL HAVING A P-1: KOHLER IIK-5898-4U UNIDERCOUNTER BROOKFIELD DOUBLE BA51N CAST IRON SINK (SEE SITE PLAN PREPARED BY JOSEPH A INGEGNO, L.S. 1380 ROA AVENUE, CHATFAR 5PM I. ALL'51TE WORK TO CONFORM TO LATEST TOM OF SOUTHOLD PLANNING BOARD MINIMUM 4,000 F5F BEARING CAPACITY. IN AREAS WHERE 501L DOES NOT (OMPLY, INADAOUATE WITH K-6510 WIRE RINSE BASKET, (2) K-8801 DJO5TAINER SINK STRAINERS, t RIVERHEAD, N Y. 11901, DATED 7/8/02, LATEST REVISED.) - SPECIFIOATION5 AND STANDARD5. STRATA REMOVED AND GLEAN SAND AND GRAVEL FILL SHALL BE COMPACTED IN 6" LAYERS DELTA FAUCET WITH AERATOR AND HAND HELD SPRAY ' 2. THE CONTRACTOR SHALL NOTIFY THE TOWN OF SOUTHOLD ENGINEERING DIV1510N TO BOTTOM OF FOOTING ELEVATIONS AND TESTED FOR C,OMPLIANGE WITH THE MINIMUM SOIL AT LEAST 24 HOURS BEFORE COMMENCEMENT OF ANY ON SITE WORK. BEARING VALUE P-2: KOHLER-1605 $K-2q04 PARMINGTON SELF-RI OPS, -MlCAST IRON LAVATORY, WITH 3. THE CONTRACTOR SHALL COMPLY WITH APPROVED WORKING DRAWI65 AND K-7605-P 3/8" ANGLE NDLE$5UPPLI (K WITH STOPS OL15HE "P" TRAP, TABORET FAUCET AND ALTER T1 � REQUIREMENT SHEETS. L DEVIATIONS SHALL BE PERMITTED EXCEPT BY 2. STEP FOOTINGS ON A MAXIMUM 112 SLOPE, A5 REQUIRED, AND MAINTAIN A MINIMUM OF 3'-O" TO THE (K•8211-K) t LEVER HAINDLES (K-16071-41 IN POLISHED BRASS. - BOTTOM OF ALL FOOTINGS P v WRITTEN APPROVAL OF THE TOWN OF SOUTHOLD PLANNING BOARD 3. CONCRETE 60145TRU6TION SHALL CONFORM TO LOCAL ORDINANCES, NEW YORK STATE BUILDING CODES P-3: KOHLER LE SUP LY HIO VITREOUS CHINA PRESSURE LITE TOILET WITH K-7637 4.-BELOW GRADE DRAINAGE STRIICNRES SHALL BE GONSTR)CTED OF PRECAST AND TO AMERICAN CONCRETE INSTINTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 3/8' ANGLE SUPPLY WI1M STOP. E'�AYVIEW, _v, DRAINAGE SECTIONS, MIK.4p00 F51 REINFORCED CONCRETE. AGI-318, LATEST ADDITION. P-4: KOHLER •1592 PEUBLA FIBER6LA% SHOWER WITH K-9132 DRAIN WITH PERFORATED DRAWING TITLE _ ,� {, 'u��€I STRAINER, *K-g886-D 6LA55WORK5 PIVOT SHOWER ENCLOSURE, ✓<K-gig4 KEY It � � E. INSTALL MIN.96"GRAVEL BACKFILL AROUND ALL DRAINAGE LEACHING POOLS. 4. CONCRETE CONSTRUCTION SHALL CONFORM TO LOCAL ORDINANCES, NEW YORK STATE BUILDING CODES GLA55WORKS SHOWER ENCLOSURE ACCENT STRIP I MASTER SHOWER TOWER - _ KE 1 P���� I P� � I 'r€ '., •6. ALL POURED CONCRETE USED ON SITE GONSTRUGTION SHALL BE MIN. ALL CONCRETE SHALL BE PORTLAND GEMENT AND STONE CONCRETE MIX HAVING A MAXIMUM SLUMP (K-74) IN POLISHED BII C �+i' ALL F F51 AFTER R DAYS: OF 5" AND A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 P51 AT 28 DAY5. BASEMENT f7j.0Q� 5. CONTRACTOR SHALL PROVIDE LABORATORY COMPES5IVE 5TREGTH TEST RESULTS FOR EACH DELIVERY P-5: KOHLER RK-124b 5EA511DE b' ACRYLIC BATH WHIRLPOOL WITH K-1161 AF CLEARFLO I-112" ADJUSTABLE POP-UP DRAIN AND K-9695 BRA55 WHIRLPOOL 6ENER,AL �,l� { { 1. SANITARY WA5X DISPOSAL SYSTEM SHALL BE INSPECTED AND APPROVED BY OF CONCRETE AT 1 AND 28 DAYS TRIM KIT, TABORET FADIGET K-8283-4A I LEVER HANDLES IN POLISHED BRA55 � � - � .Fou A Oiq .'THE SUFFOLK COUNTY DEPT. Of HEALTH SERVICES. 6. REINFORCED STEEL SHALL BE DEFORMED BARS OF GRADE 60 BILLET STEEL CONFORMING TO ASTM A-Ib P•6: KOHLER aK-505 CAST IIRON MENDOTA BATH TUB WITH K-1160 GLEARFLO -lit" , 1 5PEGIFICATION5 LATEST ADDITION, ADJUSTABLE POP-UP DRAIN, AND FLAIR II FAUCET (K-1004-FCV) IN POL15HED BRASS. `PLUMBS N6. FTX. SC�H r.)I ' 1. SLEEVES, CONDUITS, ANCHOR BOLTS, ETC, PROVIDED BY OTHERS SHALL BE COORDINATED AND INSTALLED P-7: KOHLER rK-2002-10 REVIVAL PEDISTAL LAVATORY WITH TRADITIONAL PEDESTAL � - 'DRAWN B'V,� _ -'� ORAWINGti BY THE CONCRETE TRADE CONTRACTOR IN WHITE WITH REVIVAL FUACET rK-16102-4 - r 8. THE TRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS, COOPERATE WITH OTHER TRADES, ANO - RhI,N T till PROVIDE ALL WORK REQUIRED FOR A COMPLETE JOB. ANY D15GREPANGIE5 SHALL BE IMMEDIATELY - � r � CHEC.YKED BY REPORTED TO THE ARCHITECT. C*c - DATE iA SCALEIlk PRC) 1 ©,ICS/C 6 Ir if 4 L Nq • AA4 A 4 ry REVISIONS . - - - NO: '°DATE DESCRIR"f:'ION ?729/02 GENERAL RVI3IRN$ . PAINTED WOOD TRELLIS ABQVE, (TYP.1 _ I^ `In A / \ 4 L V / 53'-6' _ UP' / ^ 10' 6" 261-5" 143• ; r ,1; U Gtha' /� • 3. p, a. _ ,Q /�a�� �\ / Aub• b• ' �'°"' 1r-," D. �b. e ABO/E,LINE OF TERRACE EG. EQ. 5'-10 1/2" \�� I � � , I " DINETTE r \ \ _ n _ � ` 11� _ GA5?E;U ''ZINC RE"RESEV`5 E".TERiCR BUILDING EDv-G 2E'_OW - ' . MASTEie B DROOM r� - - - SLATE FLR'G i c / "I : X IG' HDR ','�/ 77 '4� 2' V IO' HDR' IE, ?' X 10' HGR W/ I I \ / L 4 ` a o^ - 0 1'-4" in EO. EG, 1'-10' !S r \ / / - 10-0` b'-b' q-b' 21a" EQ. r- n L 12! 114' v P" STL. PLATE I<) I'4 ,. oT LATE �T m n b" Ib'-0" / / \ , U ry �16„ i O �s� } UP 2R �� 5L N ROOM BGW WI1 � �9,< � TERRACE , - rf i / C (�I T' K b" :HDR / n:, . (E _UPI (2: 2" x G" HDR b• I 1 .b. vw '-0' 1'-O 14'-6" I'-0"-O 4'-0' 2=7" BUILT NhNDOW \ ,P \ / �" I + / `_`EAT Ig AFF UP 2R 15EGx 4% T1oN B"U4-'! SIMV �C / \ / Y O f3,' 2" x IO' HDR C� �- k b_ VERT M[CNN ' CHASE � .�-T O i 5'-p" p SKYLIGHT AEO'✓C- 'I• t. ,:�?) 51 a BEDROOM #I 4 SIJ ' 2 t ,O 4DR Wr L '^ WR V, DOUBLE BOWL PORCELAIN b �`-� MAHO' ONEY RAILING T' q o 4 SINK WaGARBAGE DISP KITCHEN .4 q X J4' _TL ATC SLATE FLRG U ®5E' A.F,F. :TYP') b Ci.. �� - - - .. o ° ° 6 Y LOUNGE ® '0 R R = Xg' BU'GHER B�OGK INSERT d SET FLUSH INTO COUNTER TOP y - B • 6 'rv�� cv -LLID��wC COO�� ,� � W GLR 15YO, l' 4" j %' r W-II" GRANITE GOUN7ry Topa GREAT ROOM �// _ o ' " _r TP S I' "-''�c' - OAK, FLOORING �i ° _ o q' 4 ISSUED TO NO. DATE ISSUED TO, TTP WITHIN K, Ca DINING ROOM # q _ _ , FP 6 It s A S RI �+ 'Q R NGE G DDLE CAI. r�GGRIN.� �o rPi - 9', Fw Q QEC MESH 'ETEC (A-SI "` p . / it A !'? T-II• rY �' F _ WR QR JEN-f N6 REQM7 T, h> JF '"fR C •6 O.G. �%/ cv _ Z'-6' 4'-10' 3'-10' - ,,- 3;xP5TR'JG JRA_ w °tr GLUE-LAM SEAM " i� /�/ CIL - _ _FRI - 1i - - 5' BEDROOM #3 � Q UP 10� ��.5, x b'a" 5, 0'. 7.O 2-4" l'-b" E?' Z,-0„ 3'-6" a 4 P ��. �f GJ. 2 / TAIR _ _ rob s wR I Z" 4,_g. 4,_B. U� ,�,✓ b .� b 6 (� AK TREADS )"LL' �� `b 4�_Ox6.6, RR, 2 X PANTRY 4 ;v DR.4 P 5TOR. ° L.G 0 DIA LLMN wG. -�.• � � wR � GI• �DORIL :,G�LMN 9' VLV7 � a� q � ` MASS i, i AV. C37 i'-O,. 6_B - AND BA5E" 1TrP o o 6 - `' I UTILI 4 4 �\ °� BEDROOM #3 T. FL R" 2'-u ROOM FOYER IV-6' a I P Ira 1/2" Up s'-0" r § N.R _ R P r.,, 5'I F1 FLR'G I o _ t `t �5 �, N '1 P MARBLE F'�R'✓ � DN R /�� 10" NPR 1 1 i BOW WINGOW r, / V` i� ,v 171 R 6" HfJR 1 >< \ " 55M ` - \\ ' & `� - - - - - -- - - - - - - - _ ' These drewings are 'm mstrumsnt' LINE OF SECOND FLOOR - II II ° STAR I 4" �� q' - \ Ii°I service and "thear I ILINE - - - - Infringements Mrlll' ne .prbaeproperty cutad EG. EQ, EQ. I'-10" �6b. 1 ' - \ � " Li1\'E OF ROOF EG. FA. 4' ER ;TVP; PAIN TEG I 14'-g• 4,-0. Hid �I DORIC GULUNN 10'-0" 31'-I" 14'3' A rr '� AND BASE iTYP.% M1` LM PAIN7rr WOOD TRELLIS ", U ! ;K ?. AEOVE iTYP l ',"' Jr e'i! "is'v.'I LINE OF PRO.,CGT:ON PAINTCD WOOS RA L'VG `YP Ir ABOVE, 'TYP,I (_' - l'' AT ALL PORCH 1.00A-ION5 15E7 EL _P U'- LAVG'NGS AT 2 oE_ON _,. `WISH FLOOR TVP! n, ` ^ t 53'-61 'iv , A A-4 ,., r A-4 y'= � THE CRC COLLAOCIRATlYC, ARCHITECTS & PLA'NNER 'F I RST FLOOR PLAN SECOND FLOOR PLAN 5CALE! 1/4" = 1'-0" 5CALE: 1/4" = 1'-0" OX ; �I 150 MOTOR PARKWAY HAUPPAUGE, NEW YORK 17788 DOOR &QHEDULE TELEPHONE: 516-952-7005 O NERAL NOTES ; ������ DRYWALL PARTITION GON515TIN6 OF 2" X 4" WOOD SND5 NO. ROOM �� FIRE LOCK REMARKSi- Ib INTERIOR DOORS SHALL BE PANELED WOOD, PAINTED AND SET IN WOOD FRAMES WITH PAINTED Vg00 CASING AND TRIM (Ib' O.C) WITH 1/2" GYPSUM BOARD BOTH SIDES, MAT. W H. T. VAR c '1'(t• rk 1, ALL RK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL,STATE,AND FEDERAL CODES, LAWS, 11 EXTERIOR DOORS TO BE FULLY-WEATHERSTRIPPED. NOTE PROVIDE WATER-R RATED NT GYP. NS N ALL TOILET ROT / TYPE "X" FIRE-RE515TANT ENTIRE ASSEMBLY TO EXTEND TO UNDERSIDE OF 51R11GNRE. I FOYER WD/GL 3.O 6-g -3/4 SAFETY EXT. VU SCREEN DOOR u1,P OR NANGES,AND REGULATIONS WHEREVER APPLICABLE. 15 POCKET DOORS TO RECEIVE WOOD CA51NG5 AT JAMBS AND HEAD OF OPENING ON BOTH SIDES OF PARTITION GYP. 6D. AT FIRE RATED PARTITIONS) IN ALL TOILET ROOMS 2. EAG CONTRACTOR SHALL BE HELP TO HAVE VISITED THE 517E AND r0 HAVE VERIFIED ALL EXISTING CONDITIONS Iq. PAINT FOR DRYWALL SHALL BE rrb (21 COA75 OF PITISBIR6H PAINTS "MANOR HALL"SATIN LATEX ENAMEL 2 BSMNT 5T. WD 2-g' 6'-B" 13/4" G RAISED PANEL * 5 ' PRI TO 5UBMI551ON OF BID. ALL MSCELLANEOUS METALS AND TRIM 54ALL RECEIVE TWO(2) COATS OF PITTSBURGH PAINTS SEMI-GLO55 ALKYD ENAMEL, EX15TIKO WALL OF PARTITION TO REMAIN 1 ) PARTITION _ ,NDS 3 U71LTY RM Wp Z-b' 6'-B' I.3/4" C - (RAISED PANEL ', 1 a 3. IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED DIMENSIONS AND CONDITIONS MUST BE OR APPROVED EOJAL. (' 4 BRM GL, Wp 2'-0" VERIFIED INFIELD. 20. GARPETIN6: 100,%CONTINUGVS-FILAMENT, SOLUTION-DYED NYLON WITH A 2602 FACEWEICHT ANTI-STATIC CLASS 1,TACKLE55 - - - - - - E%15TING V)4LL OF PARTITION TO BE REMOVED "`^ DRYWALL WITH I/2 GYPyJMIBOARD ONE 6 AND 112" 5 PANTRY WD -6' b'-$' I-3/4" 'T`o 6'1• " 4. CON RACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS, AND JOB CONDITIONS,AND SHALL INSTALLATION WITH LATEX PADDING,NAD A 5-YEAR MIK WEAR GUARANTEE,A5 MANUFACTURED BY SHAW INW5TRIE5 - - - - - - 1 - yip 2.4" b'-B" 1.5/4" PRIVACY RA.15ED PANEL r31�, NOTt Y THE ARCHITECT OF ANY b15CREPANCIES, CONFLICTS AND/OR OMISSIONS WHICH WOULD INTERFERE WITH THE RESISTANT G PLUM BOARD D E 51DE, B (L) 1 4 DOORS 8 x 5AT1 P HE AR COMPLETION OF 114E WORK. SHOULD HE FAIL TO FOLLOW 71415 PROCEDURE AND CONTINUE WITH THE OR APPROVED EQUAL ENTIRE ASSEMBLY TO EXTEND TO UNDERSIDE OF STRUSNRE ABOVE 6 LAV. s c 1 HESHAL COMPLETION ALL F THE WORK. AND LIABILITY ARISING THEREFROM. 21. HARDWOOD FLOORING AMC? BASE MOLDING, 5iPECIE5 AND TYPE TO BE SELECTED. CL05E E,%15TING FOUNDATION WALL WITH NEW CONCRETE _ T L CLOSET D1 2-O' .6'-g' 1.3/4" (L) 5. 'ALL ITEMS bP WORK IDENTIFIED ON THE DRAWN Fh BY NAME, OTE,OR MATERIAL DE516NATION ARE NEW,LNLE55 22. CERAMIC TILE FLOORING SHALL BE 4" X 4" GLAZED TILES, WITH THIN SET APPLICATION A5 MANUFAGNREO ® BLOCK TO MATCH AND ALIGN WITH EXI5TING ADJACENT. _.I EXI5INT DOOR AND FRAME'TO REMAIN 6 KITCHEN Np/GL 3-O"' 6'-g' -3/4" v y AL 15E NOTED..;. BY AMERICAN GLEAN, INC - SAFETY EXT. T,SCREEN DOOR , b, ALL W Mh7CRIM45'AND INST%LATIQNS SHALL BE 1N ACCORDANCE WITH MANUFACTURERS LATEST PRINTED 23. PORCELAIN TILE PLOORIN6 SHALL BE 12' X 121" GLAZED TILES,WITH THIN SET APPLICATION A5 HAUNFACTURED q DINETTE WD/6L 3-O' b'-B" 1.3/4" SAFETY (21 EXT. K/ SCREEN DOOR I BY CROSSVILLE CERAMICS, INC, SPE IFICAT.10N5, AND WITH ALL APPLICABLE GOQE REGUIREMENTS. NEW g" 3,000 PSI POURED CONCRETE FOUNDATION <'" 10 SUN RM. WD/6L 3-O" b'-g" 1.3/4" SAFETY PROJECT TITEE �'i, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE PRACTICES. EACH TRADE,SHALL 24. DESIGN LOADS: (2) X 2 WU SCREEN DOOR _ TE WITH OTHER TRADES TO FACILITATE JOBTH EDULPIG AND COMPLETION FIRST S SECOND FLOOR _ 40 P5F LIVE LOAD/BO PRF TOTAL LOAD WITH 16" CONTINOJS POURED SONSRETE FOOTING j i 11 STOREY WD 3'-O 6'-g 1-5/4" 4L1 X 2 DOORS(5l.IDING) g. PATE NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE COMPLETION OF CONSTRUCTION ITEMS ATTIClSTORA6E - 20PSF LIVE LOAD/30 P5F TOTAL LOAD _lr' L_ 12 STOR.' Wp 2-g 6'-6' I-3/4" GH/'�TPlAR SUMMER; L " SAFETY RAISED PANEL RF.51 DENS ,4ID! VI W. ROOF - 30 PRF LIVE LOAD/ 40P5F TOTAL LOAD EXISTING DOOR AND FRAME TO BE REMOVED 13 LAV. WD 2'•4" 6'-B" 1.3/4" PRIVACY RAISED PANEL;AR 9: EAG CONTRACTOR,SHALL BE BRE5PQN51EiLE FOR ANYHIDDAAMTAGE TO ADJOINING REMIAININ6 AREAS A RESULT OF HIS 25. DESIGN TIMBER STRESSES Fb = WSO P51, E = 1,400,000 P51 (MIN) HEM-FIR CONSTRUCTION GRADE. 1/2" GYPSUM BOARD, 6 MIL. POLY VAPOR BARRIER,6" 14, CLOSET Wp 1'-b" 6'-B" I-3/4" - (L) ©;-� , ATT INSULATION, UZ' GD% PLYWOOOD 5HEATHING,G) IS_ . L GIASEt WD Z'•O"' b'-g" I-3/4" - (L)' AND AILTERTI Q, ,a AND SHALL>REPAIR DAMAGED 5URFACES TO THEIR PRE-EXISTING COVITION5,OR A5,MAY BE'REQUIRED TO 26. CONTRACTOR TO INSTALL DOUBLED JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND OPENINGS, \ rt '' _ COM TETE THE ENTIRE SGOPE;OF-WORK. 71. FURNISH AND INSTALL 51N6LE STATION SMOKE DETEGTIN6 ALARM DEVICES IN COMPLIANCE WITH 5ECTION A501 OF KY.S, 15k FELTS AND CEDAR SHAKE SIDING 0 4-1/2 TO _ 10., AL RATIONS TO EXI5TIN5 WORK SHALL BE PATSHED AND FINISHED, AS NECESSARY, TO MATCH�EXI5TIN5 CONTIOUOU5 BUILDING CONSTRUCTION CODE.(MIN I PER FLOOR). THE WEATHER I I6 ' BED kl Wp $-g" 6'-B" 13/4° - 2 PRIVACY (JAL) - -BA1'�/IEV`l IVEV+I Y SUR AGES OR NEW FINISHES SHOvA7. ALL MECANIGAL AND ELECTRICAL- WORK SHALL BE IN FULL CONFORMANCE WITH N.Y.S, UNIFORM FIRE PREVENTION AND BUII:DIN6 CODES, I � - 11 ' BED kl ' Wp/6L 2'-B" 6'-B" 13/4" ' R AY E TR WALL BE RESPONSIBLE FOR CLEANING UP THEIR WORK RUBBISH AND ALL OTHER APPLICABLE CODES"AND REGULATIONS. WALL GON515TING OF 2" X b" WOOD STUDS (16" OC) NEW DOOR AND FRAME - SAFETY EX,i. W/ SCREEN DOOR ; ll. AT; 'COMPLETION OF EACH VTO KID EACH ADE S 18 r BED kl WD 2'-3" 6'-6" 1_3/4„ DRAWING TITLE' e _ 26 PLUMBINb'WORK SHALL�BE INSTALLED, BY PLUMBER LISCENSED WITH THE TOWN OF SOUTHOLD, IN ACCORDANCE WITH NEW YORK STATE WR. 1/2" WATER RE515TANT GYPSUM BOARD, 6 MIL. POLY-� � '(L.}X 2 DOORS,(SLIDING) •�+ }��� �r{y�p I .i? , Jn � �' e�"�(y RE AL 5NALL'BE'DONIE IN.A�D15T-INHIBITIVE FASHION,AND THE JOB 517E SHALL BE FREE OF ALL DEBRIS AND AND NATIONAL PLUMBING CODES. VAPOR BARRIER, 1/2" GPX PLYWOOD 5HEATHING, 11 BED 'k2 M 2'-g" V-6" 1-3/4" PRIVACY (,JAL) F�RS`,I I�'I..VIS. R .P Bw GLEANED;UI?0N CQNdPLETION. 21, ELECTRICAL WORK SHALL BE INSTALLED SY ,AN ELECTRICIAN LICENCED UN SUFFOLK COUNTY, IN ACCORDANCE A17H NEW YORK STATE IZ: CL ALL PLOOR5,WALLS,DOOR5'MSC, METALS,GLASS,ETC. LEAVING JOB FREE OF W5T ANll D DEBRIS, PRIOR TO R TORY CERTIFICATE SHALL BE TANNED FOR ALL ELE TRICOT WORK, ISk FELTS AND CEDAR SHAKE SIDING 0 4-1/2' 70 : . , - 3 _ 20' ,gED:kk23',. Wb 2'3° 6.80 �_3t4�� " f _ IL.JiS Z D041?5(5LIpJN6J " J'��r,0 � ! �.�i Yr.� ;P�A�4s;,,T ;s PRO T GOMPLETIQN. AND SUPPLIED ELES7RICAL CODES. AFIRE UJI'IDERWWTE 5 LABORA GATE OB 4 THE WEATHER. 21, ,BED WD 3 6� 6 $, 3/ PRIVACY (JAIL) 15: EX15 INS EOUIPMENT AND MATERIALS TQ BF REMOVED,WHICH BARE NOT REQUIRED TO;BE'RELOGATED OR RETAINED BY _AND SUPPLIED TO THE OWNER AND THE ARGMIITEG7. /� � II p�,/ _ }r ��• ,,��.y . SAME AS k2 W/ 6" BATT INSULATION. G?�B I I ETR 1 i ,O T � 3 - ' WDf6L Z'r_b' ''g°. 1` SAFETY :I EXT. WU SCREEN DOOR : � w/ ✓ THE. WNER,.5HAL4 BECAME THE PRO�ERTY'QF THE.GONTRACTOR AND REMOVED FROM THE PREMISES. 30, CONTRACTOR SHALL INCLUDE A DOOR FIN15HI HARDWARE ALLOWANCCE OF!200,00,PER DOOR .�1 ,BEA' k 3/4" INDI - TIONS OF WORk TQ BE REMOVED,ARE SENEWIL ONL.V, AND ARE NOT INTENDED TO SHOW ALL ITEMS WHICH MAY 31. ALL WINDOWS AND SLA55 DOORS SHALL BE GLAZED WITH LAMINATED HURRICANE RESISTANT GLASS AT OUTBOARD LITE. WR� � ,� •` HIP L) X 2�,DOORS(51_6#45) �f`„�,POOR" IRE,REMOVAL SUCHITEMS SHALL BE REMOVED,RELOCATED, AND/OR REINSTALLED AS REQUIRED FOR - _ r. _ I. TYPICAL CABINET ' Z3 BEDkI};� . TIG : - „ ( LEGEND VV ., INS 4 DRYWALL PARTITION CON95TINO OF 2 X 4" W000 STUDS G L GAB NE CONSTRUCTION SHALL BE PLASTIC-LAMINATE ON 3/4 MLYHIGY3D 3 BELOUNGE NO. 2vg' 6=8 3/4" PRIVACY GUALJ 2 DOOR�7 . I;,^:al, ? y " TION OF NEWT INORU:.7 '� , ` . „ - DRAWN DiiAWIllGfl, - . A IDE SIZES;AND " 5 A5 SHOWN ON THE DRAWINGS,TAPED,AND SPACKLED WITH THREE(31,COATS AND (16" OG) WITH I/2"'GYPSUM BOARD ONE SIDE AND If2" WATER 26 I H.BA'TH '' r RE51STANT GYPSUM BOARD ONE 51DB, ENTIRE ASSEMBLY TO - ; . . 'W✓D Z',4 b'-B": 1.3/4' PRIVACY, 'PJUSE PANEL ' .r ., - . CONTINOJS CLEATS AT WALLS, A5 REQUIRED., -, yyyy I5, DR � . L G�� 2, ROUND OFF EXPOSED,0117510E CORNERS OF GCVNTERTOPS WITH I RADIUS; •' ) " " ,DE'R_1. ETOL CORNER BEADS STOPS,EDGE TAM,CASING;BEADS, FTG,'A5 REQUIRED TO FIN15H ALL DRYWALL " EXTEND TO UNDERSIDE OF STRUCTURE ABOVE 3. A�,LLI RIOR SURFPLES OF GOBI PNEi5 ANO DRAWERS SHALL BE LII•/ERED IN WHITE h£LAMINE CL,O5P0r, WD I'-b', b'-6' U-3/4" '{;j .� - .,, r „ACE WITH FLUSH,LEVEL MESS', 4, BASE CABPET5 SHALL HAVE41) AD.IDSTABLE SHELF AND WALL HIM O METS SHALL HAVE 2g :.L CL05M -'WD I-b" b'-S 1-3(4" -! ,�rH�,�KED �X C: F.IRECODE - , RD WHERE REQUIRED TO OBTAIN FIRE RATINGS PER N.Y9. BUILDING CODES. 5 WR. k Y : . (21 ADJUSTABLE SHELVES. (HILA-GLAD) 21 CLOS T,. WD 2 r6' b'-$' 1,3/4° " • (1-)X$.DOORS(51:1 ) „, X"GYPSUM BOA "„ .'- - 'SAME AS 4 E%SEPT IN LIEU OF 1/2 WATER RE5157ANT G PSUM 5, GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL REQUIRED WOOD aOCKMGrM - " y L . -" 1 _ .% 2 I D, E WATER, • ISTANT SYPSITM BOARD ON ALL WALLS FACING A BATHROOM,OR WHEREVER SPECIFIED, ' -WR. RECEIVE HUNG CABINETS. ONE SIDE PROVIDE IT FOR BOTH SIDES. „ HOOD SND WAkLS TO n a 3 . CLOSET 006L Y 6. 6'", " 1.3/4" SAFETY O'IFxT:'t,W SCREEN UR OpTE l2 5x418 : .: ., r"� � ,. s•; b, FIELD VERIF ALL (L) $ 1 /4 [QQORS(S_D ) CABINET RESPONSIBLE FOR YING CABINET DIMEN510N5, " U TRACTOR SHALL BE FABRICATION. JL , WL WFU/LLULFIXED LIXOE AY. D' HID, 1, PROVIDE EUROFAN-5ttLELONGEALED HARDWARE FOR ALL GABINETHM: HMWH METAL D:L.OSILNAE$RJ.ALOUSE,ASSY, SC Ac,LE ' , . , 1{y"=„`: erg re '•Vt J u i k 6L:'i5 °}91RRICANE RATF,DI O IiU t . LA59( - Y„ �".4 II d pp 4. U _ REVISIONS' NO. I DATE �DESORIpTION, - 7)2gY02j 'GEN�FtAI Al R 1510N£ x GHIMM1EY 5GREEN . 1500 HORIZON ASPNAL.T P.00F '5HAN6LE5" r t' '� OVER 304 PELTS lTYP) DEGOR,ATIVE 5RA55g- LIGHTENING CONTROL ITYF,IINI = = _ = _ - = = = =- - _ _ _ _ _- _ - P �- NO`E R06EVENTED FROM — P.RIGK. CHIMNEY 17'(F ) - - i� BOTH SIDES OF GABLE END \ _ _ _ - -_-_ - -____ - - - - - - - -- - - - - - - - - - - ,• t,. _ _ / ; _ _ _ _ _ = ==- - r _ _. _ •.r — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I^ c cr _ _ I WOOD FACIA .` _ -- - - _ = _ — — — _ __— — = = _ - - — e GR�GKET BEHIND - - - �-_ - - - - - - - - - Fµ+ �. n. Y AINTED !TYF7 _ _ _ — — — — — — — — II 0,01 �N5 IF Y i A -4 REVISIONS L . NO. :DATE DESCRIPTION Qj 1129102" GENERAL REU�SIONS ',��f n w ��* ?A,N"ED I^iCOC TRELL'S " EELOW. ITYP) 4 1 �N' ROOF Al —T � �� 4 LAV LA/ 'W G 1 T� I . TUE - LA'/ Wn'RLPOGL c 1101: 1012 rwe. O TtRRACC EE ENC FLOOR 5C LCPE SL» LW 2" ( a {cep G0. 1 � G.0 — — — — — — 2IF 4�, rx+T. IV s\1 \ �" 4,• a" „ v F IF oUT51DE HALL i FRESH AIR 5N< 51N1' LAV W G ;MASHER lD I W SLOE `k�Mu -- — D.W — — — — — — — — — — — — — — — — — INTAKE 1 bT F OOR 'Y '� )` V ' 4, L.E. LJ 1 lOF 50 a ++5 . G.O. _ �„0 I D ;T� ,A-b0 TO G G STANDARO5 SET \ P W G_,0- G.Q. ALL Ic- Y 4" I OR. AL,. CN' WINDOn_ I j ) 'Altl T APPROVED 'G 0 A'.D GOOR� ^"P `+ ill 4" GAST IRON POU5E TRAP EASEMENT `"' 30 ill MTARY SYSTEM s r 6R4HL _PA„' I w rn I 6 �1 6 1' GRIGCET ISSUED TO NO. DATE ISSUED T0440. ON,, 5,,OPE ;FRTAINTEED NOR '_ON A_F-IALTt ,7T_T PLUMBING RISER DIAGRAM I ROG 5 AN E5 !T--) y ll� Ili 6.T s rel 1I '� 'i CHIMNEY SCREEN NO SCALE 2`\O` RIDGE R4,rcR < SLOPE ul < y y�}r 11 , I -0' 4LUMINUM EO# r 9.p.yl: 4 II-ole GU-TER OIL TH;Gn (Tl•P) T�'.N* o i R',DGE RAFTER % � �I�' LINE OF EUILCINv' BELOW (T(F ,/' , ip a a� l "LOPE II_ _ — — — _ _ _ _ _ 1.r 77- 77r-- d / II II II II 11 I I2. ,a II I— — — — — — — — — - These drawings are all instrument of , 1 S II service and the property of this !ihitpC}R, SLO LOPC ' w Infringements will be prgsecuted,', „ n ^ tihA NSU" wIFa �4fi SLOPE �N 6�� , NO`E RIDGE VENTED FROM A _ ¢ �y BOTH 51PE5 OF. CABLE END A-4 (SET f r `\ ROOF A55ME8. CONSISTING OF ", -EL EAST S WCST E_E'✓A-tCNS ANTED WO...D TREE- 5 ter:` ROOF ASSMEBLR GO 7`5HANG E5 \ ON 5 ASPHALT ROOF SHANEvTEI OF BF,OW ' 250t ASPHALT ROOF 'SHANv'LE5 ON SOk rE1.T5 04 3.4 C\`ER OR � 04 30x FELTS ON 2-1;2 NAILBOARD - SrEA I'FING CK 2 X 8 ROOF RATTERS C' W,POLY50GYANURATE FOAM INSULATION 3 16 OG 9 5A" IN;J_ATIGN n 'I,�y+, ON .' X 4" 716 LAMINATED WOOD - - _ 2 N 3 GC LING _O STS 2 GYPSUM DEGf: NG ON 3" `( 8" RIDGE ROOFBOARD �,I x ' _ RAFTER3 - =__ — - ---— — _ — —_ �— 2' v b' RIG�E E=_AM ROOF PLAN X 6" ROOF RAFTER- 4" I/4" I'-O" = � 4" ALUMINUM BOY, GUTTER —� ® en T( S ib Or (TYP1 . .040 THICK EATT N'S'ULATION -U ✓w _ GONTINOU5 ALUM SOFFIT 'VENT (TYP.) E' GEL. JOISTS @ .ir Nr` 1@ or (TYF! THE CRC CING, OLLABORAT ;C� �. ; PAINTED TRIM (TYP) r LOUNGE MA R BED OOM MA5 E BATH ARCHITECTS & PLANNERS t„ FRAME OUT WINDOW SEAT EXTERIOR WALL A55EMBLY _ 1176&' ^ Vµ ""{ y GON5f5TINC GC CEDAR 5H.AKE SIDNG ® -li:" TO HEATHER __ --- 150 MOTOR PARKWAY ON IN FELTS ON-I V2" EXTERIOR HAUPPAUGE, NEW YORK 1ii5g 5HEATH. ON 2' X b" WOOD510S - TELEPHONE: 516-952-7005 tlt , D Ib" CG WJ5-1/2" BATT IN5UL4TIOK GI_A_ING -0 GONFORN TO . 6 MIL. VAPOR BARRIER S Irl' GYP5UN A5M TESTING REOUIREMF.N`- SSE Sad' , esea R6D. 2. 4. r m I _ j I FGR MEETING LATEST STA'. OF GN6No - BOARD. ITYP,I _ FGRIG�+ cJ LDWG CODE g•R. GRITER A FOR HURRICANE = `�F� U r�`� q�f FCRGE LATERA_ LOADS o `�' R r,o Ll L11 DINETTE KITCHEN LAV — -- r"• (TYF ALL W!NGOW5' ] ° 7 kg CAST 5TONE VENEER, "LEDGE ROCK' 5UMMARY OF TOTAL THERMAL RATING - k` " " 'GONTIMOUS ® BA5E OF EXTERIOR a" TO 4' BELOW GRADE.,(TYP.) IF THE TOTAL THERMAL RATING 15 ZERO (0) OR GREATER, , THE PROP05ED DESIGN FOR THE BUILDING PROVIDE VENT TO DRAWL '—�` ENVELOPE COMPLIES WITH THE N.Y.S. ENER5Y CODE. R rriSt (31 _" X IO" �i r - - - - NM1 OF 1�EW t (SEE EASEMENT PLAN FOR _ , �- - /—GRADE BEYO^:G AREA "U" VALUE THERMAL LE r LOCATION) - - RAWL , X b' F — T BATT INSULA'TI N `rJ/' 1- - - '�S �S' ' � PROJECT T E t GRADC- JARIES "WOOD HGR 6' OG FT"P m i HCUSE WRAP SE RED 1 - t' _ SPA�iE O JG',STS ITYPI / �,� - -T I � GRACE `/4R F.S A. ROOF/CEILING GAI 125H SF 0.091 19 6-3 r r RE1NF. P. Go G,'wAw llI=III=L-Q ll I -II-F llj LIP-- RAI 205 sF o.o4b o 6-9 � � �� '� i HIHII-III (II Jjl IIL"�III-� RA2 2'76 SF OA91 2 6-9 SEE FOUNDATION NOTEB Y p_q' N r.d" , ES15TING STL - i )L-1]1-III )Tf 111 "' _ GHATFAR� 5UMMER 't FOR EXAGT'SPECS (TYF) ^""5 - ..�,• P. GONG. PIER BEAMSS P. pI \ III IIIdI�LdI +' �w' ' I II III )<I 1 B. NET WALLS 2390 SF 0046 264 6-1 RE51 D'ENGE ADD 1; T�I ( � BASEMENT a—ll remu' e' � 1 4' aNr. �fI IL-I G. GLAZING 8855E 031 -145 6-I /` ND AL 101'?l P GONG. FOOTING °, GONG FOOTING i III- ' - A D. FLOORS 1761 SF 0.04-I O E-0".BELON GRADE (rrP) 5AYVIEK NEW' T P. :ONGRETE NEW 4 DIA 5TL `t 5CRE=NNG GOAT(TFF 'H/ EXI5TIN5 FOOTINGS + 18EYOND, �LALLY GOL TOTAL THERMAL RATING a •140 DRAWING TITLE FIBER MESH - ) - NEW Z-0" X 2'-0' `t 5Sct P. GONG FOOTINGROOF PLANK - (BEYOND) 4R055 5E6TION PLUNGING RISER DIA r, j .I n - 4;•` ENER6� 'Ci,ALc:ULA1Tf C R SECTION AA' SCALE: 1/4'r - II-01' �, r " ` DRAWN BY '_ 'b#AWIN(#, tNO'' tia ' yam ' I„Gra�,J a � �iIl IF s' - CHECKED �Y ' - 'rr i i 7IV X �, k DATE :It LOAL41 1)'--O,y A J IF, IF Ill 1� ` � it g JINtr •- _ art ! kNTw 4� r n r f , 3 r , t a REVISIONS . �� �,� 7`• 1/29102 GENERAI, EVI510N >urf, qz ® nb 1�' ^A��y���."""ippy(((��� DINETTE i X _ w / ® I MA5TE B DROOM 40 F ' OOM �� �I 4� vv TERRACE — 1 - - - - �Au T= ,F.. ., c ' ! _ ACL /A ' i \ � ,C� U� ED .._�� �4L. /FRIN'IARY MCCHAMGAL �L �� —� ' OHAk-E, 'UTILIZE AS REOL"�ET� / / �' WF _ \ CEI, NT LEIL Ni. ,.,b � ' g°✓! — BGTTOM OF RR. BOTTOM OF RR, V A / / �� / tr •N� 'OhDEN UNI / .! ® ® A V U( w FRO/SDE OUR C TONG \ \ PA„ R'+ DEQ c/ RCA. 4 ' il LACER ccuNTER TASKa Hn — — — ® — DISGaNNEcTs IN wEA7lFR- 'O BE SNITCHED ON FLS UXL MP.1 F H N 3 / /i PROOF E4G_05LRE`_ r / 5 DROOM #I "'� I 1 \ I _ i �m "'m ?ROVIDE FONER PEED FOR I / � � SINKSARA5 E aRr roER BENEATH — — — — — fl I LOUNGE SINK AS RtGL!RED '� — — — 1 � I / GREAT ROOM I `"%ij�,/, � I _ — . I 100 OOM V / � vv . / /� ISSUED TO NO. DATE ISSUED To ,tip v - �' v 'GL. GVA IX N 000 /CENTRAL11ACUtIM YSTCN \ I ® \ I /'1 r �V / ' I I / x�ER o� sET Ar E L nG UR � n � 'r�q'� y' .v5 REour rc�tSeR- - - \I y A IP V I '�� a V 1 i A I - - - F -FON EA_ ENT WITHIN NA.� T — — — I AT sFLO P R AEo Alf — — -lr- — — — — / — ' r -- rt- ma i � > H3 5 IR GF _ \ ,x 5TOR. �T G O5. O — �. M ` O 0 � v ROO T `. v /o \ // J _ ` AFF / v l w�„p '� r•k OYER — r JF / / � � ' I \` r,' r _ _ Q __ — , _ DRDOM #2 ® _ ® ® \\ `\\ ® vAULTec COIL VAULT_, CEI BOTTOM OF R R BOTTOM OF RR STA R — = — - \ —I These dravAngs ere en tnit, menl!' II I I SiOFFi uetiT!Ne < \ GENTRA,. VAGU.N SVE-Ela \ n property p��oC i service a tl the / - - \ L _ © RISER UP TO ATTiG i \ — — Q — — — In}rin9eMegks vAll b of vK t b ALL SOFPi LIGHTING TO GEN NOT`_ ALL GE NG NTS 'O EE — __ __ _ _. — BE SWITCHED TO FOYER, FEN RAL TO A77L' SYSTEM &-O" AFF UNLEH OT�ERnuE NOTED RISER „•P TO A77L " t< s's i,' star 4 , :.� Ur rte, � IN , q r y A-4 o�y, = '6.x.:1 FIRST FLOOR MEGHANIGALIELEGTRICAL DIAGRAM THE CRC COLLA,BQRATIVE; Pre, P ARCHITECTS & PLANNERS', , ' SECOND FLOOR MECHANICAL/ELEGTRIGAL DIAGRAM SCALE: 114" = I'-O" 5GALE: 1/4" = 1'-0" 150 MOTOR PARKWAY ` . Ikl HAUPPAUGE, NEW YORK 11788 TELEPHONE: 515-952-7005 * "r ' � s MEGH ./ ELEC . LECEN7 , CEILING FAN(3 SPEED, REVESABLE DIRECTION v W/ INTEGRAL LIGHT) FAN ON PULL CHAIN. * +� ® NARROW BEAM QUARTZ HALOGEN LOW VOLTAGE ,� ,Y bry. ��t +•,, , . RECESSED AGGENi LIGHT FIxTURE, ar orss �'�,i�`, '"�1ks O SURFACE MOLNTED KEYLESS F,ITURE (TYR) r rn y� # ry� EXTERIOR WAIL MOUNTED LIGHT FIXTURE (TYPJ r r' — 4 RECESSED INGAN, DOWNLIGHT (TYP) PROJECT TITL ` M « SHOWER LIGNT, WATER PROOF FIXTURE (ttPJ GHATPAR ..SUMI�f,�,i��;;• SNITEH D" NOTES DUPLEX ELEGTRIGAL OUTLETR SWITGH �TOWV FAULT ���E AND ALT RA1IT1�1 � �^1 W,P.'DENAtES NEATHERPROOF EXTERIOR OIMEi E ATI QUAD ELEGTRI(AL OUTLET C' DENIES OUTLET MOUNT P AsovE COUNTERTOP DAYV IEW, NEW Y I t. TOE SPACE AIG SUPPLY AIR DIFFUSER (TYR) DRAWING TITLE .: l'' ' , a�•;� N ^I ® AIC, SUPPLY AIR DIFFUSER (TMP) FIR-5T A1�,.1CJ �./,�r 1'��1�f11� 0• AIG RETURN AIR DIFFUSER (TYP) FL-OOR.' ��G�ANICi�l� ..t! 1--I UNDERGOINTER TASK LIGHTING. (TYPJ „ ELEGTRIGAL,-��/��7�/'�c1-+ r=~ ® COMBINATION'GEN. ILLUMINATION LAMP/ HEAT LAMPI, EXHAUST FAN FIXTURE (THO LAMPS AND FAN t,, '. . 9HA L BE INDEPENDENTLY SWITCHED) � - � ' ''� " - DRAWN BY DRAWING - y "HOLYWOOD" TYPE WALL MOUNTED LIA T FIXTURE - 'RWN CHECKS 9Y �v . DATE 'r• '� £ +„ II''20 QS SCALE = pf;04 -1 '< F 0•'�' hy�i ' Y o '�lYF„5.Ub r t , 4" THICK REINS GONG 5TOOP 21,-0• . rte• q'-b' 2'-b 5'-61/2' �. 9'-91/2" '-4' LHIMNEY SCREEN - - v i' br — LINC OF WALL rtrt p d Q �5RIGK CHIMNEY _ YP, r, REVISIONS ' ua r— GR'GKET " 4" ALCM. E0X GUTTER -0^ 'r SC.ER A:TANIKI_~5s 'uu COIL WATER HEA-ER LINE OF ROOF OVEHANG iTYF) NO. DATE DESCRIPTIl+�N j/ Z 7/29/02 GENERAL RIEV151ON5 k -- ^ — - O — — — — — - - —� TYF // P 9'-0' ry l (2. .. t 6' HDR. — I rc � ' _ i NEW „�RTAIN'EED HORIZ..N �R JA =50 ASPhAI.T ROOF "SHANGLE" ( YP.) 5TORA6Em„ %GONG. 5L4B _ 6. :o /T L'AVATOR °NE- � y 1 .f) ,�AR - wR TLx .;”LIP O' c. PnROOF ASSC`^BL CONSISTING GFlu. iNSUL. N UTILITY RM,v(ALLS '+ ❑ ^SOLI 45P-IA-T ROOF SHANGLES"O,N =Ob FELTS ON E EWER ORUGz' WCOD R.41;- NG O 5HE,,TH NO GN ? F B ROO` R4TT.ERSWET BAR ., GRA "sb b / �TYP I A I a 9 Bi ® Ib O.G 5-I,2 5AT' NU ILA`ION : A OAK BOOKING CO'J, ERTOP i }v I - I/3" GYPSUM BCARC yTYF,) .., @ 12 C� I^ ^v =" >, 6" RIDGE RAFTER 5LOPE~ F 'ra LINE OF ROOF A-d,�'JE � �f 6A 6E LINE OF SOFFIT y aeGrdE Q ` 4 REN_ GOM1DIN SLOPE @ U8'- STUDY I ❑. _ I m OAh FLOORING rQ I ^ xtB 1 V4ULTED GEIL, °r i' - _INE 0° TRELLI5 A50VE I �� NEW 2' X B" G.J NEN 2' t 9" G J. yF PArNTED TRELLIS (TVP i ' CI ., M1CW ? t i7" R R. JEW ?' t 8' RS " U 0.? Nv`I° T ® Ib' OG � rl it I N I ,U u r dli 2;-0. 6'_0" y-0. 62. qr-6° E0. .° ry 612 I fi t7 - I L� / ISSUED TO NO. DATE ISSUED TO (2.1 2" A :O" HDR. Ay \_ i. / er vx / Eo. E0. I,-4�', ..•,\ hp / \\ Ct^>':� /� i �� FLOOR PLAN A ROOF PLAN SCALE: 1/4"=l'-O" v SCALE: 1/4"'=P-0" - 1 , 15'-0 I/2" % GONG. FOJNDATiON 5 " FOOTING BJLT Otl: TO r J yl�a MATCH PROFILE OF GHIMNE!. — -- — -- Q — — — — — —' — `" — � W These draviriri9a ars qr{ in6trumept of x '' service and the property :of the afalilEO p Infringements will be proseo4ted �3 UT ELEC. circuli PANEL 4' 'j SGREE'.'EG '/ENT C — x12 c 79, ;'-d DIA t5-I y" i SONIC NGTrCE �O ., 50 Tre F E `'�—��� i SET If ABO✓E GRADE L—J n ❑ /-YP. ATrIG 4GOE55� .♦`xyl / Wrvro= CX5 2' R b' OGt F.; ACGE55 FAND_ © 16' or A _Q— A-2 'NI m \ C GGt GE'LHT V4UL�E0GEI f o GARAGE m HEADER !TYPi ® I'-O' ArF OBO OM a �cGscN �GAT 4 1 1 I 6ARA6Z IN WALL of RR ❑ y F GONG RE!NF ..L4E . . `� OVER 5' 5AND 1 GRA'/EL SAFErTv'PI � I roFFr® STUDYCEL �� \ E'-8' AFFcOFF 6 OC WOCG POST ON \ 66 A FF A E'-I / �K i� i'Z, P CONE SCNo^LSE THE CRC COLLABORATI IC ' OFT ABo'/E GRADE r 5'-4^ IVP \ J t I ARCHITECTS & PLANNER -I /AULTEO GEi LI�I6 vAULTEP 6EILwG TC BOTTOM -O BOTTOM 150 MOTOR PARKWAY' cFRR ` OF RR 11 HAUPPAUGE, NEW YORK 11Tf18 . � ya<. 6 12 SLOPE c L' SLOE 1 TELEPHONE: 516-952-7005Vr' nRECTLICHTub s0FF1 F a BE ow SO=F;r -� E..g.� AQP . 3 L — \ tiEA.Ag xi 1 / \ v �a O rJ �p l L N6RELT LIGI'r�Nb \ • + "k�rro- • ,b'-41n' 6'-4 in' J 'ABOVE ScPF;T F iTE c.CILiN6 NTcT06E� t 'i'tm _ 14'-6• E -O' AF . ALE55 O GT-IERhI°L NOTEC ( ,"AJ I OF ;iL h "Y x FOUNDATION PLAN NOTE, 5TEPFE0 rOOT'N6f5 \� 3 SCALE: 'I/4"=1'-011 EL M NIATEG MEGH./'ELEG. PLAN GHATP E �\ ,PROJECT T ^r SCALE: 1/411_I'-O" T R� SGHEl7UL� � AR suMMEt� RE5IDENGE ADD1T'Q '� r D fiz SGHH IDOL FLUUM5I NO F I >C U /� p • DOOR FIRE P-IA: KOHLER qK-6567-U UNDERCOUNTER IRON/'TONE5 CAST IRON SINK, WITH K-6510 AND ALTERATION NO. ROOM LABEL LOCK REMARKS WIRE RINSE BASKET, (1) K-8801 DU05TRAINER SINK STRAINER, AND DELTA FUAGET4 MAT . W. H, T. WITH AERATOR. ' BAYVIEW, Ni*W Yoz ` 5UMMARY OF TOTAL THERMAL RATING DRAWING TITLE < I STUDY IOGL 3'-0" 6-8` 1-3/4" 5EGURITY EXT. W/SGREEN DOOR P-2, KOHLER #K-2904 FARMINGTON SELF-RIMMING CAST IRON LAVATORY, WITH Iy', '2 I WD . 2-b` b-8" I-3/4" PRIVACY RA15ED PANEL K-"1605-P 3/3" ANGLE SUPPLIES WITH STOPS, K-8993 "P" TRAP, TABORET FAUCET IF THE TOT ANNEX FLOOR 'PL.A ,M �t Y AL THERMAL RATING IS ZERO (D) OR GREATER, THE PROPOSED DESIGN FOR THE BUILDING LAVATORY AN (K-Sr211-K) I LEVER HANDLES (K-160 l-4) IN POLISHED BRASS. rho GARAGE : `' VINYL b_p' b-8" 1-3/4" - O X 2 DOORS ENVELOPE GOhAPLIES WITH THE NY.S. ENERGY CODE. 3 CLOSET WD 3=b" 8'-O" 2" -' SECURITY UPWARD ACTING P-3: KOHLER iIK3404 RIALTO VITREOUS CHINA PRE5511RE LITE TOILET WITH K-"163'1 ' FOWNDATION 'PLANA .,-+ UPKAE N CTI 3/8"'ANGLE SUPPLY WITH STOP. AREA 'U^ VALUE THERMAL TABLE - 'ROOF 'PLAN G PRIVACY .r rye P-4A: KOHLER *15,92 PEUBLA FIBERGLASS 5HOIWER WITH K-9132 DRAIN WITH PERFORATED RATINS �D " - b, STORAGE HM 2'-6" b-b" 1-3/4" G PRIVACY NON-GOMBU5TApLE STRAINER, MK-9386-D GLA55WORK5 PIVOT 5HOWER ENCLOSURE, %K-g7g4 RAGE HM' 3'-0" 6-8 11-314" 5EGURITY EXT. W/SCREEN DOOR GLA55WORK55HOWER ENCLOSURE ACCENT STRIP d MASTER SHOWER TOWER n ELEO P!_AN 7 5T0 (K-74) IN,POLISHEDBRA55., A; BOOP/CEILING CAI 3q'1 SF 0.091 6 6-3 B., NET WALLS 5-f9 SF 0.046 bb.- 6-I DRAWN BY Dq�IV1WfNG Itt�` `4 1a 1" } HMl HOLLOV�,METAL' - - G. GLAZING IIT SF 0.51 -22; b-1 � GL GLASS,(HURRICANE RATING) _ CHECKED BY ' !L.)' DOOR'WITH FULL FIXED SLAT WDr LOUVER D. FLooRS . saT 5F o.04T o 6-3 OiB r DATEs11 �. fif TOTAL THERMAL RATING +50 1 i 5 SCAL /4' ICd it s . n 1}p, y;Wryryyy" IY' j - " REVISIONS '„ h a „ -� SGREENc"D ALUMINUM LOUVERED — _ NO. DATE- DESfCRIPi'µ)p! ;'�, yr ,,V RI _- _ -__ - _ zilh 7129/02, GEN�",L REVI510N9 - VENT, 50TH 50E5 (TYP1 -_ — _ —_ NEW GER7AIN7EED HORICON " + I2 _ NEW I ' >, b" PAINTH) _ _ #250 A5PHALT ROOF 5NANGLE ITYP I " � / 3�� — — — — — - 'WOOD FAG1A - - _ - - - �-��- — — _ — _ — _ _— ^t _ - _ _� - - - - _ - - �- + ALUYINJM BOX GUT-R -— - - - - - -_-- _ _ — — — — — i ri THICK ;YYP 1 — — _ — -- LE ✓J — BOI :CMOF50 F-T- - - - - - - - - - - - JIL�I �i`� - ALUM LEDER T-OMG SCF ;T -_- _ — arm A A-4 REVISIONS NO. DATE DESCRIPTION 6 53'-6" 0 7/29/02 GENERAL REVISIONS 0 1/24/03 GENERAL REVISIONS W-10" ll'-81/2" 7'-3" 9'-9 1/2" -- Ej 7/25/03 GENERAL REVISIONS © 2 2„ Om 2 2., Y tP w 10. � n I n_ N-W P CONC FOUNDATION y 2 V v WAL'S AND FOOTINGS (-YI ) - NEW CRAWL SPACE - - - - - - - - �� a "' NEW ) P, CNC SCREENG COAT 8 8°FI Y I['W _ _ ^� .L 15'-9 7/8" H"H X 12"W v -r :.CFCC..'G Vp1 -_ � T 'B"H_. X %4" W L6,OVE EXISTING kL& FE_ .ILNDA IT � GRL-IN'G VENT � ` - rCRLEIJ'G VENT EL'J-AIH SUINROOM & RCPLACE WITH NEW 1'-4' r I' 4" NDN P OCII EOIINDATIJN IM1IALLE & FOOTINGS y?Wq T IONIC PIER ON / __ - - - - El I 2'-D" X z' -0' X G" I / NEW CRAWL SPACE r j� P CONIC COOING - II 800 m HE ALL F1 IN hIAVI711"R�F, 3 TO PROVIDF L' MGA FUR WI2x14 A FI L SOLID PfK UI I I ABOVE - - - EXISTING STORAGE I I II PJ'FVIFIL LONI IT SI' DONJLE AT LLL VEk -IL GF7AI FFID AILD TLDD f MIIH 9")CLIIILf CfIL,LTTE NT,DCONE4FIlOXY- TVSC LNiI- II('N "" EM If PAI LA5T'H L INCH WI2,IT ', -11 _ BLAS ITI-1 I 0 UkD R"IDL HETI),14 rPAGE J ACC_E OF 11 nn LHFAP I' e '- AI (FI`IT, El 4 ' TIN UI C. -UI(Di,I'Oil OF FII T AP'.7VF 1� L ___ ANN AI' DIROV IT h IIF ISSUED TO NO DATE ISSUED TO 110. DATE dJl .I DLLd IHVV 01 AIR11C PLATE LY ' H,,T rOSiL, B'I STINIh A]FIT1 11-�11'r1[ " ILS IN' SET INTO Pi!) THRI'LL'S -0 -,,= PnST Ti PFMAINI —� ' P(li WA-EI! 6'-FM PI)F1(F' I'164O J' III I A : L n'i, r' -- LUTF AF PL I� IREF_ 0 (D N N N --0 O Fi ._FIL 1� L 'I IIN 11 ILL ^J_T 11 11 Ill UNIEE EI H L j" I, f. �L Jx ,LFT (I T l C , IL , _ _ 1 o L_- 11_" a U TI (' k JG 1 APiIN - 0' 13'-7" JUL 30 - 1 ILII I1 NI 7 1 NIIPP1 I ' Tl IrlI1 I 'I AIII I P' _E 11 _ ( A,LI F 1 1L EXISTING BASEMENT - : 'IP Pi T - - 1; XI'J F „I�I fI - I I .III „ Rfdi - [F111JM 1 AlI 1 ''1 IiJ'IH ' I L Or,� I � � o I N SL ,,f1 I I^ I I - / These drawings are on Instrument OT a; service and the property of the architect Infringements will be proseClEel9 1 i 0 7,4„ 91_91, 7,_2” O53,_8" A A-4 BASEMENT FLOOR PLAN SCALE: 1 /4" = V-0" THE CRC COLLABORATIVE, P C. ARCHITECTS & PLANNERS 150 MOTOR PARI<WAY HAUPPAUGE, NEW YORK 11788 TELEPHONE. 516-952-7005 jkAA . -- WINDOW SCHEDULE : GENERAL SITE NOTES FOUNDATION NOTES KEY PLAN rTAG DATALQGUENQ RDU8"W. XING WINDOW NOTES : 1 LL SITE WORK TO CONFORM TO LATEST TOWN OF SOUTHOLD PLANNING BOARDI. ALL FOOTINGS SHALL BEAR APON UNDISTURBED SOIL OF CONTROLLED COMPACTED FILL HAVING A (SEE SITE PLAN PREPARED BY JOSEPH A INGEGNO, L.S. 1380 ROANOKE AVENUE, W/M1G'B HIGH FIXED TRANSOM 9'-4 1/8"W. X 1'-4 5/8" 1. DESIGN IS BASED UPON MER'VIN VIIIJDO'WS' "CLAD CASEMASTER" WITH THE "STORMPWS" OPTION oPGCIFICATIONS AND STANDARDS, MINIMUM 4,000 PST HEARING CAPACITY IN AREAS WHERE SOIL DOES NOT COMPLY, INADAQUATE RIVERHEAD, N.1 11901, DATED 7/8/02, LATEST REVISED,)WERAIA FLMOVED AND CLEAN SAND AND GRAVEL FILL SHALL BE COMPACTED IN 6" LAYERS CCM 2848 R 2'-5"W. X S-11 5/8"H. 2 ALL WINDOW FRAMES, SA_i1E ,C HANI:VARE COLORS SHALL BE STANDARD WHITE.9THE CONTRACTOR SHALL NOTIFY THE TOWN OF SOUTHOLD ENGINEERING DIVISION TO BOTTOM OF FOOTING ELEVATIONS AND TESTED FOR COMPLIANCE WITH THE MINIMUM SOIL CCM 2848 L 2'-5"W. X 3'-11 5/8"HT LEAST 24 HOURS BEFORE COMMENCEMENT OF ANY ON SITE WORK. BEARING VALUE CCM 2848 L 2'-5"W X 3'-11 5/8"H, 3, ALI- INSULATION WINDOW GLAZ"dG °,HALL MEET OR EXCEED DADE COUNTY, FLORIDA LATERAL WIND LOAD 3, THE CONTRACTOR SHALL COMPLY WITH APPROVED WORIKING DRAWIGS AND 'L SEEP FOOTINGS OR A MAXIMbM 1:2 SLOPE, AS REQUIRED, AND MAINTAIN A MINIMUM OF S-0" TO THE REQUIREMENTS, AND SHALL RE'EIV: A "LOW-E" COATING ON THE 3 SURFACE REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY BOTTOM OF ALL FOOTINGS. W/ 16" HIGH FIXED TRANSOM 2'-5"W. X 1'-4 55/8"1 WRITTEN APPROVAL OF THE TOWN OF SOUTHOLD PLANNING BOARD CCM 3236 2W LR 5'-6"W, X 2'-11 5/8"H. 3, CC`IKCRFTE CONSTRUCTION SHALL CONFORM TO LOCAL ORDINANCES, NEW YORK STATE BUILDING CODES W4 4 ALL OPERABLE WITJf OW SHAT! LIF- FIITEO WITH REMOVABLE INSERT SCREENS. 4 BELOW GRADE DRAINAGE STRUCTURES SHALL BE CONSTRUCTED OF PRECAST AND TO AMERICAN CONCRELL INSTIRJTES "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", W/ 16" BAR FIXED TRANSOM 5'-6"W, X V-4 5/8"H. PROJECT TITLE DRAINAGE SECTIONS, MIN 4,000 PSI REINFORCED CONCRETE LEACHING FOOLS 4. CONCRETE LATEST CONST ADDITION StIA�L CONFORM TO LOCAL ORDINANCES, NEW YORK STATE BUILDING CODES W5 CCM2456 6 3WFIFSR TRANSOM C-3"W, X 1'-4 5/8"N. 5' ALL WINDOWS SHALL BE PRG',;1FFD WITHI LITE "SDC' (SIMULATED DIVIDED FIFES) OPTION CHATPAR SUMMER 5. INSTALL MIN, 36 GRAVEL BACI(RLL AROUND ALL DRAINAGEALL CONCRETE SHALL BE PQRILAND CEMENT AND STONE CONCRETE MIX HAVING A MAXIMUM SLUMP / 6 OF 5' AND A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. CCM 2456 2W LR 4�-2" "H ALL BASEMENT WINDOWS SEAll P,L 2'-4'W H 1'-;;'H� AWNINf, TYPE, WITH INSULATION WINDOW GLAZING, RESIDENCE ADDITION 6 ALL POURED CONCRETE USED ON SITE CONSTRUCTION SHALL BE MIN V W X 4'-7 5/8 3,000 PSI AFTER 28 DAYS, 5, CONTRACTOR SHALL PROVIDE LABORATORY COMPESSIVE STREGTH TEST RESULTS FOR EACH DELIVERY PLUMBING FI /\ TU R E SCHEDULE W6 W/ 1fi HIGH FIXED TRANSOM 4 2"W. X 1'-4 5/8"H� 7. 7 SANITARY WASTE DISPOSAL SYSTEM SHALL BE INSPECTED AND APPROVED BY OF CONCRETE AT 7 AND 28 DAY; UNLESS OTHERWISE SHOWN Cl; �I+_ EXTERIOR ELEVATIONS, ALL WINDOW HEAD HEIGHTS SHALL BE AT 6'-8" AND ALTERATIONS THE SUFFOLK COUNTY DEPT OF HEALTH SERVICES. W7 CCM 6" HI 3W IXC 7'-3"W. X 5'-11 5/8"H. A.F.F. 6, REINFORCED STEEL SHALL [IF DEFORMED BARS OF GRADE 60 BILLET STEEL CONFORMING TO ASTM A-16 W/ 16" HIGH FIXED TRANSOM 7'-3"W. X 1'-4 5/8"H BAYVEW, NEW YO SPECIFICATIONS LATEST ADBIT 101d, P-1: KOHLER HK-5898-4U UNDERCOUNTER BROOKFIELD DOUBLE BASIN CAST IRON SINK 8 7, SLEEVES, CONDWTS, ANCHOR BULLS, ETC. PROVIDED BY OTHERS SHALL BE COORDINATED AND INSTALLED WITH K-6510 WIRE RINSE BASKET, (2) K-8801 DUOSTAINER SINK STRAINERS, & CCM 3272 L O-9"W X 5'-11 5/8"H, BOW WINDOWS HAVE A DEPTH '7( 11-1/h6", MEASURED FROM THE FACE OF EXTERIOR WALL TO THE OUTSIDE DRAWING TITLE DELTA FAUCET WITH AERATOR AND HAND HELD SPRAY W7A FACE OF THE BOW WINDOW A' I CFr11U2 LOCATION, W/ 16" HIGH FIXED TRANSOM 2'-9"W. X V-4 5/8"H. BY THE CONCRETE TRADE ONIRACTOR' P-2 KOHLER #K-2904 FARMINGTON SELF-RIMMING CAST IRON LAVATORY, WITH CCM 3256 3W LSR 8'-3"W. X P-7 5/8"H. 9. KEY PLAN, SITE PLAN, 8 THE TRADE CONTRACTOR _HALI- VERIFY ALL FIELD CONDITIONS,_ COOPERATE WITH OTHER TRADES, AND K-7605-P 3/8ANGLE SUPPLIES WITH STOPS, K-8998 'P' TRAP, TABORET FAUCET WE MARVIN WINDOW SPECIFICATION +: INSTALLATION INSTRUCTIONS SHALL BE STRICTLY ADHERED T0. PROVIDE ALL WORK RECLINED FOR A COMPLETE JOB ANY DISCREPANCIES SHALL BE IMMEDIATELY (K-8211-K) & LEVER HANDLES (K-16071-4) IN POLISHED BRASS, W/ ARCHED TRANSOM (21" HIGH @ CENTER 9" HIGH AT ENDS) 8'-3"W. X (VARIES) BASEMENT FLOOR PLAN, REPORTED TO THE ARCHITECT, P-3.KOHLER #K3404 RIALTO VITREOUS CHINA PRESSURE LITE TOILET WITH K-7637 W9A CCM 2856 R 2'-5"W. X 4'-7 5/8"H, GENERAL SITE & WINDOW & 3/8" ANGLE SUPPLY WITH STOP W99 CCM 2856 L 2'-5"W X T-7 5/8"H' FOUNDATION NOTES & P-4:IKCHLER CUSTOM SWISS SHOWER ASSEMBLY @ MASTER BATH SHALL BE AS SELECTED BY W10 CCM 24 ROUND 1 -11 5/8"W X 1'-11 5/8'11 OWNERS W( (K74)GLASSWORKS POLISHED SHOWER ENCLOSURE, #K-9794 WITH ACCENT STRIPS W11A CCM 2448 R 2'-1"W. X 3'-11 5/8"H PLUMBING FIX. SCHEDULE P-5:AND FR HK-1248 SEASIDE IS ACRYLIC BATH WHIRLPOOL WITH K-7161 AT W11B CCM 2448 L 2'-1"W. X S-11 5/8"H. DRAWN BY DRAWING N0. CLEARFL 1-1/2" ADJUSTABLE POP-UP DRAIN AND K-9695 BRASS WHIRLPOOL W12 CCM 2848 2'-5"W. X 3'-11 5/8"H. RWN / KPT TRIM KIT, TABORET FAUCET K-8283-4A & LEVER HANDLES IN POLISHED BRASS. W13 (NOT USED) - P-BT(OHLER #K-505 CAST IRON MENDOTA BATH TUB WITH K-7160 CLEARFLO 1-1/2" W14 CCM 3248 2W LR 5'-3"W, X 3'-11 5/8"H CHECKED BY ADJUSTABLE POP-UP DRAIN, AND FLAIR II FAUCET QC-7004-FCV) IN POLISHED BRASS, W15 CCM 2848 2W LR T-10"W X S-11 5/8"H CRC A - 1 P-7.KOHLER #I(-2002-10 REVIVAL PEDISTAL LAVATORY WITH TRADITIONAL PEDESTAL W16A CCM 2472 R 2' 1"W X 5'-11 5/8"H DATE IN WHITE NTH REVIVAL FUACETK-16102-4 W16B CCM 2472 L 2'-1"W X 5'-11 5/8°H. 11 -20-98 P-8:PREFAB SHOWER UNIT AS SELECTED BY OWNER W17 CCM 2236 OVAL 1'-10"W, X 7-11 5/8"H SCALE PROJECT NO 1 /4" = 1 '-0" 96107 I ; r II A Aare A 4 A-4 REVISIONS NO. DATE DESCRIPTION PAINTO WOOD IRDIT' 7/29/02 GENERAL REVISIONS 53'-6" ATOM , (TIP ) 53'-6" 1/24/03 GENERAL REVISIONS 3� 7/25/03 GENERAL REVISIONS P 26' 5" 14,_5" 5'-0" 8'-0" 5-0 ITT 2'-6" 30'-10" 2'-6" eb O & a� IN, OF TLRRACC ro r C Y ABOVL, (TYP \ ` 6'-7" EQ. EQ 5'-10 1/2" 12,_7" Al EQ. Ic, O W v - o A TYP �6 1p - / DASHLD LINE 2=PR[SENTS LXTERIOR BUILDING EUGC BELGW DINETTE MASTER BEDROOM — PORCELAIN TILE F�IF'G \ TT P 1 " W 1 �1 ,g i �'- 10,_0" L 6,_6" g'-6° L 3'-3" EQ. L EQ. v sn EQ. EQ. 1'_10° 3" 6" 16,_Q„ 61 V, zD_s" 6,_7.. 7" 'A w 9" �� " � s 6 a H' B" TERRACE — SUN ROOM i PORCELAIN FILL RR'G OF 2R 4 9 \ W P H,� D m 15 ' `- I x• _ @ (EL- -p�,) 1 1 7 g _ — — — — W '+P I6^ 5• 2' — aulLr-w w',NDow TO EUI IUM 6'-11" 11'-7•' 6'_7" SEA] W/ OAK CAF - 1 / dC� FC �4o IF OF NFFI@P7"R OAK kAll IIrGO" A N Lll, I, AFF TOP ) m d 1 '� I W'I•C• I e ^� \ - - - - - - - - t ,h' BATH P cEEsm MLUDOUBIT HOW PU4'I:ELAIN `� 4'-0" '-6 - - - ------- - - o - — — CANTILE w;sARBAGE DISP, KITCHEN �� _ 9 a" (T o VAII T) IrnRCL_AiN "IF rLIE o � ;ILL �-1 6 V- -- --- - 6 o SD BEDROOM2 Y-O" - 4 E ',II'If ^T DGORS II 9'-8" 2'-4" 2'-s" 2'-4" N 14'-1" "i n OURARRC( VA ,I IFD CLU `2a .VE W-16" 4 „" 7 4" GREAT ROOM I- + q nw - FORMAL DINING DAR TL HRINE� �';'` 6 �� ° L. I6 GRANITE TOLINII ° TOPS �' `� L GAIT FLOUR IN _ 2 10 8 ��� ISSUED TO NO DATE ISSUED TO NO DATE FANG E .hl1DLF -1_ ' 0 c 'Yr WITHIN KICHEN S W/ HE' I4CULATIC A PA'PI TLJ Wa 16 I, IG 3FR -GM o 6 CL• --- s - o � I P o s BEDROOM 17 -A -- --- T 11, of �„ l r � sE,^ IIFJL DDH ,L. �D Lae m W.0 - cL. M /AFL l �F - - U ' ITR FEARTH °° N R LOUNGE V -] o W�� -- - rn lL'," r°r' �,_6" 4=10" 6• i 0" 10,_4 0 4-10 - - 4'-111/2" 4'-111/2" ''.IF' 5 0" r 3,_5„ 2" 6,_4.' q'_p' 11'_i, F • FI F `CO P,4CD ,..18 0 i. --- --- X _ 0 Jn �I _ IWA n FLF'1L`TAV INF UI L-D IN ATAIN W MASTER BATH o � D TnU I L.C. o 0 s FOYER o — - ,LB BATH LAUNDRI' �V ^r ILR'° 6 - r 4 .��rl i' 'o L_ IDLUMP) o L iO _ _4" 13' S" 1 � IIF' Si: .� -2 1/2" 7'-1" 0 10" 3" 0" n RNuum 1 Bios �0'-31 z" P1 I1 : P R. BEDROOM #3 a o�I � -� II 1 Il 1 / 4- ' ll "I_IIL - HN _1.J4 'iH'_Ld�.� W, I P"; R � SIIFU 6N - N - 3' ,,,R � F 3 I ��'I e°`'� 6' p6"l D 3/e' STAIR 1 1 3 I w ta�E _nE l"IL I 0 q \ M - EL — \ - - yr - VFI� �.AF ''-A II'� � — � These drawings are an rnstru rn ent of _� r',V R JANI II 1' 815/1 " - 1' 615/1 service and the IJV( 'd (Villi Fl1flll 9" 9" _ b� properPy of the orohiFect Elf';Vs��" Infringements will be prosecuted — r,l 'VILLI EQ. E0. 4'-4-1/2" E0, EQ. 4,-10., 12,_9_1/2" '_2" EQ. EQ. 6'-2' fi 3 EQ. E0. 1'-10" - I 1 5'-0" I,I r I' 3 I I, PAIN I G' —� HF-5' V, L,C,U CU!L'M�A'I V 0'- 30'-I" 14,_5" A`InBA',,L ql nr -AiN iIN WIrl1 PTI IIL 10-6 LIIN- III rFJ,F: NON( FAHHLU WUOp RA11Ni -, ,i' . ABOVL. (T1F I Ai Al VUFIEI LOI'r I _L 'JI' OF '_ARDING, Al )" BEIuW FI LI l I I WR IYP ) 53'-6" A A A-4 A-4 THE CRC COLLABORATIVE, P.0 ARCHITECTS & PLANNERS FIRST FLOOR PLAN SECOND FLOOR PLAN SCALE: 1 /4" = V-0" SCALE: 1 /4" = V-0" 150 MOTOR PARKWAY HAUPPAUGE, LIEW YORK 11788 DOORSCHEDULE TELEPHONE: 516-952-7DG5 kill AA G NERAL NOTES LEGEND °0OR 6 N0. kOOM MAT FIRE LOCK REMARKS 4E�'� OF 2" X 4" WOOD STUDS DRYWALL PARTITION CONSISTING W H T LABEL �w` ag e. � r 16. INTERIOR' DOORS SHALL BE PANELED WOOD, PAINTED AND SET IN WOOD FRAMES WITH PAINTED WOOD CASING AND TRIM. NOTE: PROVIDE WATER-RESISTANT GYP. BD (WATER-RESISTANT / TYPE Y' FIRE-RESISTANT (16" O.C.) WITH 1/2" GYPSUM BOARD BOTH SIDES _ - yY5%3 Upf 1, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, STATE, AND FEDERAL CODES, LAWS, 17, EXTERIOR DOORS TO BE FULLY-WEATHERSTRIPPED, GYP BE AT FIRE RATED PARTITIONS) IN ALL TOILET RODMS, ENTIRE ASSEMBLY TO EXTEND TO UNDERSIDE OF STRUCTURE 1 FOYER WD/GL 3-0" C-8" 1-3/4' SAFETY EXT W/ SCREEN DOOR O DINANCES, AND REGULATIONS WHEREVER APPLICABLE, 18 POCKET DOORS TO RECEIVE WOOD CASINGS AT JAMBS AND HEAD OF OPENING ON BOTH SIDES OF PARTITION. 2. EACH CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE VERIFIED ALL EXISTING CONDITIONS 19, PAINT FOR DRYWALL SHALL BE TWO (2) COATS OF PITTSBURGH PAINTS "MANOR HALL" SATIN LATEX ENAMEL, 2 LA'v ST Wp 7-B" 6'-B" 1-3/4' C RAISED PANEL P IOR TO SUBMISSION OF BID, ALL MISCELLANEOUS METALS AND TRIM SHALL RECEIVE TWO (2) COATS OF PITTSBURGH PAINTS SEMI-GLOSS ALKYD ENAMEL, EXISTING WALL OF PARTITION TO REMAIN 7 3 LAV WE 2'-4" 6'-B" PRIVACY RAISED PANEL WR DRYWALL" CC )PWI PARTITION CONSISTING GYPSUM BOARD 3 IN ALL CASES, DRAWINGS SHALL NOT BE SCALED FOR INFORMATION. FIGURED DIMENSIONS AND CONDITIONS MUST BE OR APPROVED EQUAL X 6 WOOD STUDS q LNpr RM WE 3'-0" 6'-8" 1-3/4' VERIFIED IN FIELD. 20 CARPETING 100% CONTINUOUS-FILAMENT, SOLUTION-DYED NYLON WITH A 28OZ. FACEWEIGHT ANTI-STATIC CLASS I, TACKLESS _ - - - ONE SIDE AND ACE WATER - (L') �,ma pj356ti EXISTING WALL OF PARTITION TO BE REMOVED RESISTANT GYPSUM BOARD ONE SIDE, WITH fi FOIL-FACED BATT INSULATION 5 PANTRY WD 2'-0" 6'-8" 1-3/4' (L j 4 CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS, AND JOB CONDITIONS, AND SHALL INSTALLATION ' LATEX PADDING, ANDA 5-YEAR MIN. WEAR GUARANTEE, AS MANUFACTURED BY SHAW INDUSTRIES - - - - - - ENTIRE ASSEMBLY TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, 6 BATH WD 2'-4" 5-8" 1-3/4' PRIVACY RAISED PANEL �Vi 1� NOTIFY TIFY FTEQUAL,ARCHITECT OF ANY DISCREPANCIES, CONFLICTS, AND / OR OMISSIONS WHICH WOULD INTERFERE WITH THE OR APPROVED EQUAL. SO WORK, TORY COMPLETION OF THE WORK, SHOULD IA FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE 21. HARDWOOD FLOORING AND BASE MOLDING, SPECIES AND TYPE TO BE SELECTED. CLOSE EXISTING FOUNDATION WALL WITH NEW CONCRETE 7 L SLOSET Wp 2'-0" 5-8" 1-3/4' - (L.) W RK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM 8 KITCHEN WD/GL 3'-0' 6'-8" 1-3 5 AIL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR MATERIAL DESIGNATION ARE NEW, UNLESS 22, CERAMIC TILE FLOORING SHALL BE 4" X 4" SKID-RESISTANT GLAZED TILES, WITH THIN SET APPLICATION AS MANUFACTURED III I I EXISINT POOR AND FRAME TO REMAIN --- /4 SAFETY EXT, W/ SCREEN DOOR 0 HERWISE NOTED BY AMERICAN OLEAN, INC, BLOCK TO MATCH AND ALIGN WITH EXISTING ADJACENT 23 PORCELAIN TILE FLOORING SHALL BE 12" X 12" SKID-RESISTANT GLAZED TILES, WITH THIN SET APPLICATION AS MAUNFACTURED 9 DINETTE WD/GL 3'-0" 6'-8° 1-3/q' SAFETY (2) EXT. W/ FRENCH DOOR o fi ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST PRINTED BY CROSSVILLE CERAMICS, INC SPECIFICATIONS, AND WITH ALL APPLICABLE CODE REQUIREMENTS, NEW 8" 3,000 PSI POURED CONCRETE FOUNDATION 10 CLO ET WD GL 3'-0" 6'-8" 1-3 4' SAFETY (2) EXT, W FRENCH DOOR OJECTT TITLE 7 AIL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE PRACTICES, EACH TRADE SHALL 24. DESIGN LOADS: _ WITH 16" CONLNOUS POURED CONCRETE FOOTING ��E I1 CLOSET WD 2' B" 6' 8" 1-3/4' CH A I P AR SUMMER COOPERATE WITH OTHER TRADES TO FACILITATE JOB SCHEDULING AND COMPLETION. FIRST & SECOND FLOOR - 40 PST LIVE LOADA6D PSF TOTAL LOAD // I (L.) X 2 DOORS (SLIDING) 8. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE STANDARD OF CONSTRUCTION. ITEMS ATTIC/STORAGE - DEPOT LIVE LOAD/30 PSF TOTAL LOAD 1 C EXISTING DOOR AND FRAME TO BE REMOVED 12 (NOT USED) Of: EQUAL QUALITY MAY BE SUBMITTED FOR THE ARCHITECT'S REVIEW. ROOF - 30 PSE LIVE LOAD/50 PSF TOTAL LOAD WALL CONSISTING OF 2" X 6" WOOD STUDS (I6" O.C.),,, 13 LAV. WD 2'-4" G'-8° 1-3/4' PRIVACY RAISED PANEL RESIDENCE ADDITION 9, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJOINING REMAINING AREAS AS A RESULT OF HIS 25. DESIGN LIMBER STRESSES, F6 = 1,050 PSI, E = 1,400,000 PSI (MIN,) HEM-FIR STRUCTURAL GRADE 1/2" GYPSUM BOARD, 6 MIL. POLY VAPOR BARRIER, 6 FOIL-FACED 14 L. CLOSET WD 1'-6" 6'-8" 1-3/4' (L ) WORK, AND SHALL REPAIR DAMAGED SURFACES TO THEIR PRE-EXISTING CONDITIONS, OR AS MAY BE REQUIRED TO 26. CONTRACTOR TO INSTALL DOUBLED JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND OPENINGS. BATT INSULATION, 1/2 CDH PLYWOOD SHEATHING, 15 (NOT USED) AND ALTERATIONS COMPLETE THE ENTIRE SCOPE OF WORK, 27. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM DEVICES IN COMPLIANCE WITH SECTION A501 OF NYS. 15# FELTS AND CEDAR SHAKE SIDING @ 4-1/2" TO 10 A TERA110N5 TO EXISTING WORK SHALL BE PATCHED AND FINISHED, AS NECESSARY, TO MATCH EXISTING CONTIGUOUS BUILDING CONSTRUCTION CODE. (MIN 1 PER FLOOR), 2 THE WEATHER. I6 BED #2 WD 2'-8" 6'-B" 1-3/4' PRIVACY (JAL) BAYVIEW, NEW YO S SHOWN, ALL MECHANICAL AND ELECTRICAL WORK SHALL BE IN FULL CONFORMANCE WITH N,Y.S. UNIFORM FIRE PREVENTION AND BUILDING CODES, 17 BED ?2 WD GL 2T-8" 6'-8" 1-3/4' SAFETY (1) EXT. W/ FRENCH DOOR SURFACES OR NEW FIN( HE NEW DOOR AND FRAME. IS BED #2 WD 2' 3' DRAWING TITLE 11, A THE COMPLETION OF EACH WORKDAY, EACH TRADE SMALL BE RESPONSIBLE FOR CLEANING UP THEIR WORT( RUBBISH AND ALL OTHER APPLICABLE CODES AND REGULATIONS. WALL CONSISTING OF 2' X fi' WOOD STUDS (16" D.C.), 6'-B" 1-3/4' - (L) X 2 DOORS (SLIDING) R MOVAL SHALL BE DONE IN ADUST-INHIBITIVE FASHION, AND THE JOB SITE SHALL DE FREE OF ALL DEBRIS AND 28 PLUMBING WORK SHALL BE INSTALLED, BY A PLUMBER LISCENSE WITH THE TOWN OF SOUTHOLD, IN ACCORDANCE WITH NEW YORK STATE WE. 1/2" WATER RESISTANT GYPSUM BOARD, 6 MIL, POLY- 19 BED #3 WD 2'-8' 6'-8" 1-3 4 FIRST FLOOR PLAN, 8 MOM CLEANED UPON COMPLETION. AND NATIONAL PLUMBING CODES, VAPOR BARRIER, 1/2" CDX PLYWOOD SHEATHING, / PRIVACY (JAL ) 12. CLEAN ALL FLOORS, WALLS, DOORS, MISE. METALS, GLASS, ETC. LEAVING JOB FREE OF DUST AND DEBRIS, PRIOR TO 29. ELECTRICAL WORK SHALL BE INSTALLED BY AN ELECTRICIAN LICENCED IN SUFFOLK COUNTY, IN ACCORDANCE WITH NEW YORK STATE 15# FELTS AND CEDAR SHAKE SIDING @ 4-1/2" TO AND NATIONAL ELECTRICAL CODES. A FIRE LNDERWRITER'S LABORATORY CERTIFICATE SHALL BE OBTAINED FOR ALL ELECTRICAL WOR((, 3 THE WEATHER 20 BED #3 WD 2'-3" 6'-8" 1-3/4' (L.) X 2 DOORS (SLIDING) FLOOR PLAN, P EJECT COMPLETION. AND SUPPLIED TO THE OWNER AND THE ARCHITECT. 13, E ISTING EQUIPMENT AND MATERIALS TO BE REMOVED, WHICH ARE NOT REQUIRED TO BE RELOCATED OR RETAINED BY T 22 BED 1 WD/GL 2'-6 6'-8;; 1-3 4 PRIVACY (JAL ) THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE PREMISES, 30, CONTRACTOR SHALL INCLUDE A DOOR FINISH HARDWARE ALLOWANCE OF 9(20000, PER DOOR SAME AS #2 W/ 6" FOIL-FACED BATT INSULATION. CABINETRY N 0 I E S 23 y[D �1 Wp 3'-0 6'-8 1-3/q SAFETY (2) EXT, W/ FRENCH DOOR GENERAL & CABNETRY (NOT I1SED 6 -8 1-3 4 14 IN (CATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT INTENDED TO SHOW ALL ITEMS WHICH MAY 31, ALL WINDOWS AND GLASS DOORS SHALL BE GLAZED WITH LAMINATED HURRICANE RESISTANT GLASS AT OUTBOARD TILES WR. ) / _ LEGEND & DOOR 21 BED #1 wD - R QUIRE REMOVAL. SUCH ITEMS SHALL BE REMOVED, RELOCATED, AND / OR REINSTALLED AS REQUIRED FOR 1. TYPICAL PROVIDE CABINET MAYOR°OF 3045 RUCTION SHALL BEBPERIMETPLASTIC LAMALLTEON COUNTERTOPS.1/ " PARTICLE PROVIDE / (JA X 2 DOORS (SLIDING) 24 SCHEDULE PARTICL OF IN TALLATION T NEW WORK 4 DRYWALL PARTITION CONSISTING OF 2" X 4' WOOD 1/2 / 25 LOUNGE VAU 2'-8" 6'-8" 1-3/4' PRIVACY (JAL) 15. D YWALL CONSTRUCTION 16' OC.) WITH 1 2' GYPSUM BOARD ONE SIDE AND 1 2 WATER / DRAWN BY DRAWING NO A. PROVIDE SIZES AND TYPES AS SHOWN ON THE DRAWINGS, TAPED AND SPACKLED WITH THREE (3) COATS AND WR� RESISTANT GYPSUM BOARD ONE SIDE, ENTIRE ASSEMBLY TO CONTINOUS CLEATS AT WALLS, AS REQUIRED 26 M.BATH WD 2-4" 6'-8" 1-3/4' PRIVACY (JAL ) RWN / KPT SANDED SMOOTH. 2. ROUND-OFF EXPOSED, OUTSIDE CORNERS OF COUNTERTOPS WITH 1" RADIUS. 27 (NOT USED) B PROVIDE ALL METAL CORNER BEADS, STOPS, EDGE TRIM, CASING BEADS, ETC AS REQUIRED TO FINISH ALL DRYWALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. 3. ALL INTERIOR SURFACES OF CABINETS AND DRAWERS SHALL BE COVERED IN WHIFF MELAMINE, SURFACES WITH FLUSH, LEVEL EDGES. 4, BASE CABINETS SHALL HAVE (1) ADJUSTABLE SHELF AND WALL HUNG CABINETS SHALL HAVE 28 L. CLOSET WD V-4" 6'-B" 1-3/q' - (L,) CHECKED BY C USE FIRECOOE "X" GYPSUM BOARD WHERE REQUIRED TO OBTAIN FIRE RATINGS PER N,YS, BUILDING CODES WR CRC A - 2 SAME AS #4 EXCEPT IN LIEU OF 1/2" WATER RESISTANT GYPSUM (2) ADJUSTABLE SHELVES. (MICA-CLAD) 29 NOT USED D. USE WATER RESISTANT GYPSUM BOARD ON ALL WALLS FACING A BATHROOM, OR WHEREVER SPECIFIED. 5 GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL REQUIRED WOOD BLOCKING IN - WR, ONE SIDE, PROVIDE IT FOR BOTH SIDES 30 CLOSER WD 2'-G" 6'-8" 1-3 4' (L.) X POCKET DOOR DATE WOOD STUD WALLS TO RECEIVE HUNG CABINET., 31 M BEDRM. WD GL 2'-6" W-8" 1-3/4' SAFETY (2) EXT. W/ FRENCH DOOR 12-15-98 6, CABINET CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL CABINET DIMENSIONS BEFORE FABRICATION, WD 'WOOD (L). DOOR W/ FULL FIXED SLAT WD LOUVER SCALE PROJECT NO 7. PROVIDE EUROPEAN-STYLE, CONCEALED HARDWARE FOR ALL CABINETRY, HM HOLLOW METAL (JAL), DOOR W/ FULL OPERABLE WD. SLAT JALOUSE ASSY, 8. PROVIDE WOOD FRAME & GYP BD SOFFITS OVER ALL HUNG CABINETS. GL GLASS (HURRICANE RATED) 1 /4" = V-0" 96107 (3) 2" X 10" HER one - - o4Z-�• /•/ 9��L REVISIONS - -•-•--- /1 ,' /' ,• /'\ LT\ NO, DATE DESCRIPTION -•---•- -•-'--. `h j�./ , ' / / j' /•X � I Tl I-fit II- Irl 1-rT �- � 7 �_ r O 1/24/03 DRAWING ADDED TO SET ' --------- '' '. '. / / /• '. '. / �. 9w>, Gfl' L M L r1�2' 19!1 4 ! I 3) 2° A 10! HdR ! ! 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IlI lj=I 0"iI! i , iI I1 I II II II I -iI I I1 iiIIpIIIILP� '!I � •I I c1fI Ln w_LL_I- , IL 9 _ . 1 I, �-.') -. - -'_'_' - - - _ LIG Ba[TED _ =:-._:-.-.- - - - NEW BEARINGPLATE � II3-1 TAN RD EE41 I I I 4x 0% 1/2TOG THER!FRo COINER PF W L.iTAO1 'LALY P ST YP ) PoVE - - -'-'- - LA - _-1/ _._._._. cPLAMLVLS-T4" X11-7� _- - - - _ - _ - - - � � 5I 7D X114a16o.e i LII mf -I Ii I � ,+ °S y�prgooE nn�rn�1N eow o � � ..° s DAT+T WI 40 G LA LVL•3-1 2 X. X, 1sceISSUED To No DATE ISSUED I ._• , = 3_._._._._ _._.-._ � \KI,A. 1-7,a �.c , — _ — — — — _� _ ._ _._._._�._._._._. � _ 1 `iI I I I I I I I I I I I IIII I — 1_I I I - v � • 1- ji -FI- I-- 1 - _ , LLrt- -.- 1- I- nrX 10' HER 10' HDR ( ) 2" X 1HER 2"1X 1 llHDR 1 (2) 2I1X IL � 3-1/2" DIA. WOOD POST W/ FINIALNOT SEE DRAWING #A-I FOR MORE INFORMATION (STEEL TO BE n,-36, GRADE, U 0N GP LAM LVL 3-1/2" X FIRST FLOOR FRAMING PLAN -7/8" ® 16" 0. SCALE: 1 /4" = 1 -0" SECOND FLOOR FRAMING PLAN PAINTED WOOD TRELLIS BELOW SCALE: 1/4" These drawings are an instrument of service and the property of the arc t e Ec Infringements will be prosecuted � (2) 2” X 6" HER \ 2" X 6" OUTRIGGERS ® 16" O.C. (TYP.) h jGP JAMNL 31/2°1X1, 1" X 6" COMPOSITE WOOD SILL E 1, GP LAM LVL 5-1/4" X Is" \ FRENCH DOOR & FRAME ASSEMBLY W/ WOOD HEADER BEAM 7 ALL MEMBRANE WATERPROOFING SHALL BE FLASHED AT ALL PERIMETER CONDITIONS WEATHER-STRIPPING & ALUM SADDLE 1 5/4" X 6" T&G OAK WOOD FLOORINGy ' _ _ �' w t - TO UNDERNEATH WALL DAIN 1/2" PARTICLE B0. SCREWED NAILED TO 3/4" PARTICLE ED.BENEATDOOR SILLS, AND AROUND TO 2X4 SUB-FRAMING SUBFLOOR SCREWED TO FLOOR JOISTS. ALVL'3-1X'9-1DR _ BENEATH APPURTENANCES 22 x 511' HD .7y /p, 3FII CERTAIN TEED "BOARDWALK" COMPOSITE 1"X6" DECKING SCREWED TO 1"X3" COMPOSITE SLEEPERS, THE CRC COLLABORATIVE, P C. + GP W 90 X 11-7/B" FLOOR JOISTS ® 16" 0 CI �P 75M N73- LOOSE-LAID OVER 060" CARLISLE "SURE-TOUGH" ARCHITECTS PLANNERS • 7 WATERPROOFING MEMBRANE MECHANICALLY-FASTERNED + (PROVIDE VERTICAL BLOCKING BOTH SIDES TO 3/4" EXTERIOR GRADE PLYWOOD SHEATHING + + F + ENDS & POINT LOADS) I FASTENED TO 2"X " IS SISTERED TO GP LAM. + + J1 2X 4" WOOD BLOCKIN _----' N FLOOR JOIST (PITCH 2X6 IS ® t a" FT.) ------------ - 150 MOTOR PARKWAY HAUPPAUGE, NEW YORK 11788IIL _ -952-7005I- - 1 �" _ _ TELEPHONE. 516 TION, +-'-' I 9" FOIL-FACED FIBERGLASS INSULA2 GP LAM LVL 3-1/2" X 14 ® 12 0,� OF ,2 " SUPPORTED BY NYLON MESH NETTING BETWEEN FLOOR JOISTS1/2" GYP. BD. CEILING (IYP.)RAPIERS 19 + -j 2" 10"'RIDG4 BE BL CKIN i i i i oLJI �+-4- 4_ +.-4 -F- 4._ H - J . � STRONG-1E HANGERS (TYPF \ 4. —1L T II . I_ SECTION A=A X �„ RC RAFTE & LG JOISI7' SCALE: 1-1 /2" V-0" EINFI IrLE - PROJECT T1, L._._. ._. ..... • CHATPAR SUMMER _ _ _ _._�_._._._._.- jy RESIDENCE ADDITION I it J . AND ALTERATIONS �2) 2HD 21 L 31X 911/41U) M BAYVIEW, NEW Y O1zi - LL.�I%I r2a�< - DRAWING TITLE � -i- Li - L -i- -i _ 1 - i -L NOTEALL WOOD FLOOR JOISTS SUBJECTED TO POILOADS FROM 2"x BEARING WALLS SHALL BE REINFORCED WITH WOOD BLOCKING ON TFIRST & SECOND & ROOF BOTH SIDES OF L _ • NTH MANUFACTURER'S REQUIREMENTS. SIMILARLY , ALL WOOD "I" FLOOR FRAMING PLANS, JOISTS RESTING ATOP A STEEL BEAM OR WOOD BEARING WALL A1 DETAIL AND NOTE SHALL BE HLOCKED-UP AS WELL L.-JL.1 _i_ I� DRAWN BY DRAWING NO. PAINTED WOOD TRELLIS BELOW PAINTED WOOD TRELLIS BELOW KPT CHECKED BY NOTE ALL ROOF RAFTERS SHALL BE SECURED TO THE TOP PLATES OF CRCA - 2a PERIMETER EXTERIOR WALLS NTH STRONG-TIE HURRICANE CLIPS OR DATE I ROOF FLOOR FRAMING PLAN EQUAL 1 -24-03 SCALE: 1/4" = 1 '-0" SCALE PROJECT NO AS NOTED 96107 II li REVISIONS NO DATE I DESCRIPTION 7/29/02 GENERAL REVISIONS 1/24/03 GENERAL REVISIONS CHIMNEY BEEN & CAP 0 7/25/03 GENERAL REVISIONS ,P ) rpi CEDAR SEIA45 _ D_CORATVF ANovlzEL) BRASS OVF 30P FLLT7, (IYF ) _ _ GROITNDLD _IGHfNllvf, CON IRUL (TY° ; 7 NOLL: RIDGE 'VENTED TROIA - IG ��/j - - - _ - - - - - - - - -- _ -- - - _ - - - - - - - - -- -- - _- _ _ - CRICK CH VINIEY (TYP ) - - - - - - - BOTH SIDES OF CABLE END - I/ - - -- - - _ - - - .- - - - - - - _- - -- - - -- - - -- - - - - - - - - - - - - --- - - - - - - - - - - - - - - - -_ - - - - - - - - -__- - - - - - - CRICKET BEHIN' - - - -- - -- - - - _- - - - - - - - -- - - _ - - __ - _ -- - - - - - - _ - - _-- ---- -- - - --- _ ---- - - - _ _ - - - - - - - - _ _. . Z7CHII\EY (TYP.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - -1_ - -- - - - - - - - -- - - - -=---_-- ---- - - - - - -_— 4" A: AlIN!IM BOR CIITTEP - - - - - - - - - - -- --- - - - - 1r_4r. — A A-4 REVISIONS NO. DATE DESCRIPTION 7/29/02 GENERAL REVISIONS 1/24/03 GENERAL REVISIONS UANT10 Wnuo REEs BF MA, (TVP ) 7/25/03 GENERAL REVISIONS 4" J.1 „ " V I R RODE vV� WEPTHERVANE T t„ -T2' /Y, /7" W C THE E LA(/ LAV WHIRLPOOL � 3� fFL 7WE 0 12 10 12 - I-I 2 ,,, 2N0 FL00n � 5104E � E lER<ACF B-LOW 1-IiP' 4" I_,R, r,� — — — — — — 4" LB � � L 0, �T% � ' C. 0 t,, B„ r WALL _ _ CV, _ OUTSIDE2 c FR6rl 41R q" IVI; SNR q" 'LAV, W,[. VVASHLE LAV, W-C r // — — — — — — — — — — — — — — — — INTAi'.F 0- — D W _ j/:. E, o To" `hIWR 1_ /V" '�T 7100E La., J "' n C.0 TG 1F L nOV1'J 0 CA ;F�� HOUR TdAP BTMFM SAI;U, AR li A A A-4 A-4 are REVISIONS NO. DATE DESCRIPTION 01 7/29/02 GENERAL REVISIONS 0 1/24/03 GENERAL REVISIONS 7/25/03 GENERAL REVISIONS p- - - - - - - - - -�® ® ® ® - - - - - - - - - - - - - - - - - � 0 _ TERRACE — \ — MASTER , _ ., DINETTE �p O SUN ROOM O BEDROOM VAL Lr. D Elf VAUI ILD CLIT V � ® V � -vainFD ce/,L/ TH P Cm ` `� — — - � 4 COltl)FN51NC UNITS / FROIT-PPO01 �� PROVIDE POURLE FEINF LUN(. ® ® 0 W1•C• / 11 7 ECCE BIT Pno, PFCVIDF IECTVICA'- �X �uFni nT r, T'-a" arr I cFI c FrnIAI i 'ROOTNflN2i=YT III iEsA1RLR- — — — AI HI I BEDROOM 1 BED OOM 2 - - - - ,p` L , - - - - - - LOUNGE ' TOVIUE IuOFt FLSD I OR 'IN A' RCRuioER I,LNEAT E Q DW I PIT I 0 / 1\ I iO // ® - -\\ \ 4 ISSUED TO N0. DATE ISSUED TO NO. DATE KITCHEN ; _ _ _ _ \ GREAT ROOM 1 CL CL p DINING ROOM ' �� ,I - --- - --- - --- LIP If�_ _ - - --� - I oP�aR ® \ MASTER/ II 1 p BEDROOM 3 O , _ BATH / // \ ` CL. ' ° I O FOYER pi p , CL. — I VAULTS CRI \ IROOM LAV. Cm ' tDN ® ' CED — BATH \ ( \ v ® These drawings are on instrument of service and the- - Infringements pts willbe prosecutled architect f , Pl;n,a c - - — \ n \ - -- � � — — ---- - i ILII 'gull I II�,II IN, J^;N CIII 0 �J IU" IIII I I III I I Lk LI,'�(IR 1 IGH SVJJ, I I b`N 'd0'L A' L ° IIU FL ( LLiN(; TT5 -0 NE °-0" AIF UIVI_LSS. OiIIERWISE N)rFO (T1P 1 nFI\ `t C AI' 1 CCI PIG ^I` I('i RF -U' 'ITF LNL ;S UTIIERWSI_ I'I('JFl A (T'L I A THE CRC COLLABORATIVE, P. C. ARCHITECTS & PLANNERS FIRST FLOOR MECHANICAL/ELECTRICAL DIAGRAM SECOND FLOOR MECHANICAL/ELECTRICAL DIAGRAM SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = V-0" 150 MOTOR PARKWAY HAUPPAUGE, NEW YORK 11788 TELEPHONE. 516-952-7005 MECHANICAL CONTRACTOR NOTE : MECH . / ELEC . LEGEND ' °B a. C ALL MECHANICAL HVAC AND HOT WATER SYSTEMS SHALL BE PROVIDED COMPLETE, ON A DESIGN-BUILD BASIS. THE HVAC OQO CEILING FAN (3 SPEED, REVESABLE DIRECTION DESIGN IS INTENDED TO PROVIDE FOR TWO ZONES, WITH A FAN SERVICING THE FIRST FLOOR ZONE LOCATED IN THE O O W/ INTEGRAL LIGHT) FAN ON PULL CHAIN, BASEMENT, AND A FAN SERVICING THE SECOND FLOOR LOCATED IN THE ATTIC, THE AC. CONDENSERS SHALL BE PLACED ON THE WEST SIDE OF THE HOUSE, AND THE GAS-FIRED BURNER SHALL HEAT WATER COMBINED WITH A 30% GLYCOL ® NARROW BEAM QUARTZ HALOGEN LOW VOLTAGE SOLUTION TO RESIST FREEZE-UPS DURING WINTER CONDITIONS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REVIEWED, RECESSED ACCENT LIGHT FIXTURE SIGNED & SEALED BY NYS LICENSED P.E. PRIOR TO INSTALLATION SURFACE MOUNTED KEYLESS FITURE (TYP ) EXTERIOR WALL MOUNTED LIGHT FIXTURE (TYP ) p RECESSED INCAN. DOWNLIGHT (TYP.) PROJECT TI CENTRAL VACUUM SYSTEM NOTE : � SHOWER LIGHT, WATER PROOF FIXTURE (TYP.) CHATPAR SUMMER CONTRACTOR TO PROVIDE A COMPLETE CENTRAL VACUUM SYSTEM ON A DESIGN-BUILD BASIS COORDINATE RISERS SO ,� SWITCH "D" DENOTES DIMMER SWITCH, "3" DENOTES 3-WAY, "4"-4-WAY RESIDENCE ADDITION THAT THEY ARE BURIED WITHIN WALLS, AND REVIEW ALL OUTLET LOCATIONS WITH OWNER PRIOR TO INSTALLATION DUPLEX ELECTRICAL OUTLET AND ALTERATIONS GR' OOGROUND FAULT INTERRUPT OUTLET "W.P." NOTESDENOTES WEATEOUTLET MOUNTED EXTERIOR OUTLET �. QUAD ELECTRICAL OUTLET "c" DENOTES auneT MouNTEo aeovE COUNTERTOP BAYVIEW, NEW YO TOE SPACE A/C SUPPLY AIR DIFFUSER (TYP ) DRAWING TITLE SMOKE DETECTION / B U R G U LA R ® A/C SUPPLY AIR DIFFUSER (TYP.) FIRST & SECOND m A/c. RETURN AIR DIFFUSER (TYP,) FLOOR MECHANICAL ALARM SYSTEM NOTE : UNDERCOUNTER TASK LIGHTING. (TYP.) ELECTRICAL DIAGRAMS 4 RECESSED CLG -MTD EXHAUST FAN CONTRACTOR TO PROVIDE A COMPLETE, HARD-WIRED SMOKES DETECTION / BURGULAR ALARM SYSTEM (WITH BATTERYO� COMBINATION GEN. ILLUMINATION LAMP/ HEAT LAMP/ DRAWN BY DRAWING 1\10 BACKUP & MONITORED BY A CENTRAL STATION) ON A DESIGN-BUILD BASIS REVIEW SYSTEM WITH OWNER AND OBTAIN �Y EXHUST FAN FIXTURE O LAMIPEE AND FAN RWN / KPT APPROVAL PRIOR TO INISTALLATION, SHA � o pCHECKED BY T--r� "HOLLYWOOD" TYPE WALL MOUNTED LIGHT FIXTURE CRC A - 5 DATE NOTE. PROVIDE (5) PORCELAIN-TYPE INCANDESCENT FIXTURES IN BASEMENT 11 -20-98 , ON A 3-WAY SWITCHING SYSTEM, CONTROLLED FROM EACH - STAIRWAY, OTHERWISE, PROVIDE MAIN PANEL BOARD & ALL SCALE PROJECT NO MECHANICAL CIRCUITING AS REQUIRED IN BASEMENT 1 /4" = V-0" 96107 u A A-4 REVISIONS NO. I DATE DECRIPTIONS z 7/29/02 GENERAL REV15 ONS 1/24/03 GENERAL REV15ONS t \ NEW P. GONG. FOUNDATI N ;�" Cn 2' I xo e I v 1 WALLS AND FOOTINGS ( P) ,p � - 4 NEW CRAWL 5PACE NEW 2" P. GONG. SCREEN'S GOAT 8"H. X h"W. Co O1 ;Q 8"H. XU ;.:;' P.EMOVE EXISTING RUBBLE FOUNDATID 5CREEN'G VENT ry SGREEN'G VENT ''� "sr BEEN?(5 VENT BENEATH 5U4ROOM S REPLACE WITH ` NEW 1'-4" z 1'-4^' P NEW P. GONG. FOUNDATION WALLS S FOOTINGS P, GONG. PIER ON s z'-°" x r-°° x a" NEW CRAWL SPACE P. GONG 'rOOTiMG S. I b. .o I EXI5TING STORAGE PROVIDE Ib" LONG N5 51L DOWELS, AT 52" O.G. VERT. — — ORILLED AND GROUTED NTO EXI5TING FOUNDATION WALL — (EMBEDDED MIN. 1'7 UTILI INC THE EPSON EPDXY INJETION SYSTEM BY ITW RAMIFY REDHEAD. (TYP. A7 TWO LOGATIONS) EX1571NG DOOR I CONTOUR GRADE TO A SEPT EXISTING GONG. FOUNDA ION AND STAIRS. PROVIDE EW UP BIL60 DOOR EX15YING STEEL P05T5 EXISTING STEEL EXISTING ISSUED TO NO. DATE ISSUED TO NO. DATE AND GIRDERS To BE p05T TO REMAIN HOT WATER REMOVED (U.O.NJ PATCH HEATER CONCRETE SLAB A5 REOUIRED. (ALL PORCHES) COX F.J. "X " — 9 9 "" '- 0 28 — — — — UP 13R _ NEW (2) 2"TIO" X p STIN6 EOILIER `r COX HEADER (TYP) (ALL PORCHES) EXISTING SUMP lA" DIA. x 3 1' m EXI5TING BA5EMENT 2 PUMP P. GONG. 50NOTUBE v� 4 SET 1" ABOVE GRADE 37. r (TYP) 9 E STAIR m These drawings are an instrument of x service and the property of the architect. Infringements will be prosecuted, A -4 BASEMENT FLOOR PLAN 50ALE: 1/4" = 1'-0" THE CRC COLLABORATIVE, P.C. ARCHITECTS & PLANNERS 150 MOTOR PARKWAY HAUPPAUGE, NEW YORK 11788 TELEPHONE: 516-952-7005 JT 52�aec ��vPJOE a. cG`r�P NERAL SITE NOTE5 FOUNDATION NOTES AN Vel I NDON 50HEDULE : W I NDOVJ, NOTES : . I. ALL SITE WORK TO CONFORM T NF 0 LATEST TOWN OF 50U1H0 D PLANNING YAG 4 LAN INC BOARD I. ALL FOOTINGS SHALL BEAR APON UNDISTURBED SOIL OF CONTROLLED COMPACTED FILL HAVING A (SEE 517E PLAN PREPARED BY JOSEPH A EST REVI L5. 1380 ROANOKE AVENUE, (CATALOGUE NO. ROUSH /6"N OPENING I. DESIGN 15 EASED UPON MARVIN WINDOWS' 'GLAD GA5EMA57ER" WITH THE "STORMPLUS" OPTION. SPECIFICATIONS AND STANDARDS. MINIMUM 4,000 P5F BEARING CAPACITY. IN AREAS WHERE SOIL DOES NOT COMPLY, INADAQUATE RIVERHEAD, N.Y, 11901, DATED 7/8/02, LATEST REVISED) CCM 2856 BOW MW L55R q'-4 I/8"W. X 4'•7 5/8"H. ♦�.!hO013+bti STRATA REMOVED AND GLEAN SAND AND GRAVEL FILL SHALL BE COMPACTED IN 6" LAYERS WI o 2. THE CONTRACTOR SHALL NOTIFY THE TOWN OF 50UTHOLD ENGINEERING DIVISION 70 BOTTOM OF FOOTIN6 ELEVATIONS AND TESTED FOR COMPLIANCE WITH THE MINIMUM SOIL W/ 16" HIGH FIXED TRANSOM T-4 I/8"W. X I'-4 5/8"W. 2. ALL MOM FRAMES,SASHES k HARDWARE C,OLOR5 SHALL BE STANDARD WHITE. At LEAST 24 HOURS BEFORE COMMENCEMENT OF ANY ON 517E WORK, BEARING VALUE. W2A CC.h1 2842 R 2'-5"W. X 3'-II 5/8"H. 3, T CONTRACTOR SHALL COMPLY WITH APPROVED WORKING DRANG5 AND 2. STEP FOOTING ON A MAXIMUM 1:2 SLOPE, A5 REOUIRED,AND MAINTAIN A MINIMUM OF V.0" To THE 3. ALL INSIAATIQN WINDOW GLAZING SHALL MEET OR EXCEED DADE COUNTY, FLORIDA LATERAL WIND R QUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY BOTTOM OF ALL FOOTINGS, H25 CCM 2645 L 2'-5"W. X V-11 5/6H, LOAD REWI EMENTS,AND SHALL RECEIVE A "LOW-E" GOATIN6 ON THE N3 SURFACE. Hf ITTEN APPROVAL OF THE TOWN OF SOUTHOLD PLANNING BOARD. W3 COM 2648 L 2'-5"PL X V-11 5/8"H. 3. CONAND TO CONSTRUCTION SHALL CONFORM TO LOCAL ORDINANCES, NEW YORK STATE WILDING CODES 4. ALL OPERABLE WINDOW SHALL BE FITTED WITH REMOVABLE INSERT SCREENS. 4. BLOW GRADE DRAINAGE STRUCTURES SHALL BE CONSTRUCTED OF PRECAST AND T°AMERICAN CONCRETE E INSTINTE'S "WILDING LADE REQUIREMENTS FOR REINFORCED CONCRETE", W/ 16" HIGH FIXED TRANSOM 2'-5"W.X I'-4 5/8"H' PROJECT TITL D MIRAGE SECTIONS, MIN. 4,000 P51 REINFORCED CONCRETE. AGI-318, LATEST ADDITION. CCM 3236 2W LR 5'-b"W,X 2'-II 5/8"H. 5. IN TALL MIN, 36" GRAVEL BACKFILL AROUND ALL DRAINAGE LEACHING POOLS. 4. CONCRETE CONSTRUCTION SHALL CONFORM TO LOCAL ORDINANCES, NEW YORK STATE WILDING CODES W4 $. ALL WINPOW5 SHALL BE PROVIDED WITH THE 'WL" (SIMULATED DIVIDED LITES) OPTION. b. L POURED USED ON 517E CONSTRUCTION SHALL BE MIN. ALL CONCRETE SHALL BE PORTLAND GEW/ 16" HIGH FIXED; TRANSOM V-6"W. GEMENT AND STONE CONCRETE MIX HAYING A MAXIMUM SLUMP X I'-4 5/8"H. G TP?AR SUMMER 3 0 P51 AFTERTER 2D 28 DAYS, OF 5" AND A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF $,000 P51 AT 28 DAYS. � CCM 2456 SW 45Rd 6'-3"W,X 4'-7 5/8'H. 6. ALL BASEMENT WINDOWS SHALL BE 2'-4"W, X 1'-3"H, AWNING TYPE. REST DENSE /"'ADDITION 5. CONTRACTOR SHALL PROVIDE LABORATORY GOMPE551VE 5TRE6TH TEST RESULTS FOR EACH DELIVERY '�,/� /�' �/ W/ 16" H16H FIXED TRANSOM 6'-311,X I'-4 5/8"H. 1. 5 NISUFF WASTE DISPOSALT, OF HEA SHALL BE INSPECTED AND APPROVED BY F L U I " 1 Ej 1 N O FIXTURE 5�H E D U L� 7. UNLE55OTHERWISE SHOWN ON THE EXTERIOR ELEVATIONS, ALL WINDOW HEAD HEIGHTS SHALL BE AT AND ALTERATIONS THE SUFFOLK COUNTY DEPT. OF HEALTH SERVICES. OF CONCRETE AT 7 AND 28 DAYS. GCM 2456 2W LR 4'-2"W,X 4'-0 Wb 6'-8" AF.F. 6. REINFORCED STEEL SHALL BE DEFORMED BARS OF GRADE 60 BILLET STEEL CONFORMING TO ASTM A-Ib 14/ 16" HIGH FIXED TRANSOM 4'-2'W,x I'-4 5/8"H. SPECIFICATIONS LATEST ADDITION. P-I: KOHLER NK-5898-4U UNDERCOUNTER BROOKFIELD DOUBLE 5A51N CAST IRON SINK CCM 2872 3W L9K3 7'-3"W-X 5'-11 5/a"W. D. BOW WINDOWS HAVE A DEPTH OF II.13/16", MEASURED FROM THE FACE OF EXTERIOR WALL TO THE BAYVIEW, NEW YORK 1. SLEEVES, CONDUITS,ANCHOR BOLTS, ETC. PROVIDED BY OTHERS SHALL BE COORDINATED AND INSTALLED WITH K-6510 WIRE RINSE BASKET, (2) K-8801 DU05TAIII SINK STRAINERS, F W7 OUTSIDE FADE OF THE BOW WINDOW AT lis CENTER LOCATION. BY THE CONCRETE TRADE CONTRACTOR. DELTA FAUCET WITH AERATOR AND HAND HELD SPRAY. IN 16" HIGH FIXED' TRANSOM T-3"W. X 1'-4 5/8"H. DRAWING TITLE P-2: KOHLER NK-2904 FARMINOTON 5ELF-RIMMING CAST IRON LAVATORY, WITH GCM 3272 L 2'4"W. X V-11 5/8"H. 8. THE TRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS, COOPERATE WITH OTHER TRADES,AND K-1605-P 3/8" ANGLE SUPPLIES WITH STOPS,K-8998 "P" TRAP, TABORET FAUCET W7A W/ I6" HIGH FIXED' TRANSOM 2'-4"W, X I'-4 5/8"H, q, MARVIN WINDOW 5PEOIFIOATION5 € INSTALLATION INSTRUCTIONS SHALL BE STRICTLY ADHERED TO. KEY PLAN, 51 TE PLAN, PROVIDE REPORTED L NO ARCRK HITECT. FOR A COMPLETE JOB, ANY DISGKEPANGIES SHALL BE IMMEDIATELY (K-8211-K) d LEVER HANDLES (K-16011-4) IN POLISHED BRASS, W 13256 3W SR 8'-3"W. X 4'-1 5/8"H, BASEMENT FLOOR PLAN P-1 3/SN ANGLE SUPPLY KITLER OK5404 H VITREOUS TRPOUS CHINA PRESSURE LITE TOILET WITH K-1637 IN ARCHED TRAN50M(21" HIGH 0 CENTER A^ HIGH AT ENDS) V-5"W X(VARIES) GENERAL SITE $ WINDOW t P-4: KOHLER CUSTOM 5WI55 SHOWER ASSEMBLY ® MASTER BATH SHALL BE A5 SELECTED BY WqA GCM 2856 R 2'-5"W, X 4'-7 SIVA FOUNDATION NOTES 4 OWINER5 W/6LA55WORK5 PIVOT SHOWER ENCLOSURE, #K-g7g4 WITH ACCENT STRIPS ME C6M 2856 L 2'-5"W.X 4'-T $/8"H. AND FRAME (K-74) IN POLISHED BRASS. NO FIX, 50�fEDULE O CCM 2424 OCTAGONAL AVAIING I'-II 5/8W." X I'-II 5/8"H. 0 P-5: KOHLER NK-1246 5EA51DE V ACRYLIC BATH WWIRLPOOL WITH K-1161 AF WIIA GCM 2448 R 2'-1"W. X Y-II 5/8"H. DRAWN BY DRAWING NO. CLEARFLO 1-1/2" ADJUSTABLE POP-UP DRAIN AND K-g6a5 BRASS WHIRLPOOL TRIM KIT, TABORET FAUCET K-8283-4A 6 LEVER HANOL95 IN POL15HED BRASS. WIIB COM 2448 L 2'-IN.X 3'-11 5/b"H. RWN / KPT P-6: KOHLER OK-505 CAST IRON MENDOTA BATH NB WITH K-1160 GLEARFLO H/2" H12 CCM 2848 2'-5"K X 3'•11 5/8"H. CHECKED BY ADJUSTABLE POP-UP DRAIN, AND FLAIR 11 FAUCET(K-1004-FCV) IN POL15HED BRASS. N15 MOT USED) - n ?�S�G ORO ` P-7: KOHLER NK-2002.10 REVIVAL PEDI5TAL LAVATORY WITH TRADITIONAL PEDESTAL WI4 GCM 3248 3W LSU. V-3"W,X V-II 5/VH. !f� IN WHITE WITH REVIVAL FUACE7 NK-16102-4 WI5 GCM 2848 2W LR 4'-10"W. X 3'-II 5/8"H DATE 11-2a-aa P-b:PREFAB SHOWER UNIT AS SELECTED BY OWNER WI&A CGM 2472 R 2'-I"W.x 5'-II H16B CCM 2472 L 7-I"W. X 5'-II 5/b"H, SCALE PROJECT NO. 1/41' Y'\CRC Pr.jeot.\96107\REVISED DWG\96107_Al.d,,g, Layoutl, 01/29/2003 04.5856 PN, kpi, N I I II A A A-4 A-4 REVISIONS NO. DATE DESCRIPTION PAINTED WOOD TRELLIS 531'6' I 7/2q/02 GENERAL REVISIONS ABOVE, (TYPJ © 1/24/03 GENERAL REV151ONS rop 53'-6' 101-5' I I 26'-5' UP 5'-0" 5W" a \ CL 2^6' UP 2^b' eb. 30'-10" 2 \ Fb LINE OF TERRACE ABOVE, (I YPi2• D w *• q / 3\ e/ \ / p+\ ® o ® -� ���/� DASHED LINE REPRE5ENT5 EXTERIOR BUILDING EDGE BELOW B` DINETTE MASTEi� EDROOM PORCELAIN TILE FLR'G10'-0• cc6' cc I'-10" r Iw 11 i •y -b q' " 3'3" Ea. i EQ. �� TERRACE F _ SUN ROOM qs wtim l 1 fr ` p Tl N 2'_ " X6'_g" 9I UP 2R PORCELAIN TILE FLR'6 Y 2'- 0") e ^m BUILT-IN WINDOW \ +8'-6" TO BOTTOM V-11" II'-1' q" q" 6'T" SEAT W/OAK GAP 1 / eb+ �[ yb OF SOFFIT 11 OAK RAILING ab. \ ® P SKYLIGHT ABOVE m -6r- 0 36" A.F.F. (TYP.) i4 o r i .LG. REGE55ED MED. p I Q DOUBLE BOWL PORCELAIN 4'-0" I'fi - -" - - _= = _-- PEDESTAL SINK SINK W/GARBAGE DISP. - KITCHEN M +41 O' (T.O.VAULT) (L PORCELAIN TILE FL R'G ° SILL 0 6 I ` "- _ _ ^ _ b 1 B 6 BEDROOM #2 40" A.F.F. ` I (2) 2:_6,: X 6:-g:. D _ iv m ® F - -I� - '1 SLIDING WD. DOOR5 II - - "O' GLR I BARREL-VAULTED GLC7,p BOVE I GREAT ROOM q'-a' 2'-4° 2'-6" 2'-4' 14'-I' L ro 4i 4R x® Y OAK FLOORING2'-10 �" n DW I I's EORMAL DINING J I 1 e 3 ry ^ , D n c RANGE k GRIDDLE I I _ ' ® 6 GL. _ _ _ • ISSUED TO NO. DATE ISSUED TO NO. DATE GRANITE COUNTER TOPS '' OAK FLOORING 1 1 +g:-b" TO BOTTOM S 7YP. WITHIN KITCHEN 9 W/ REGIRGULA7ING 8" DIA. PAINTED WD. I F.P. 4 �+ BEDROOM #I r BUILT-IN BOOK ELVES - - GL. N FILTERED HOOD r DORIC COLUMN I i OF SOFFIT SLATE "4 S, I w•C• LOUNGE / k BASE CABIN _ 4 N WR�REF. - - -ANG BASE (TTP.)- ^ - UP 11R HEARTH iV in P D r, 1 2'-6'� 440• w3'-10' e 6 'b - - - - - - - - - -- - I ® 7.125, r e .6 61 1 � 0 1 .n UP " qj 3'3• -2' 6'-4' 4'-2' 4 II'-I' 4`-10' 'ry P RECESSED MED. GAB. OAK TREADS 07 H/ PEDESTAL SINK PUL -DOWN STAIR + MASTER BATH 'I' To AT Icr 10: 4 x e - e e 6 FOYER aROUND OAK FLR'G - C50 --�' 1 n P LAUNDRY 6 0 4 pfuumla_ r ® q'a 17 e ZP DNI n c BEDROOM #3 4 BATR� LAV � D ,may. 13,_5. 4 � 14 UP 3R P :o 'q Y R D. P.T. LR' ® I D e 5`6" B LLT-IN BOOK SHELVES " 8 " M P 4 BUILT-IN WINDOW ® e m 0 1.84 S�fT R SEAT W/ OAK GAP 1 w 3 m �`' k BASE CABINET I AR. 3 I I I X '-8" '-0 3/8 I \ w L MED. CAB. a r IG, I 9B ._ � e OVER TTY I II I E I I5/I " o 15/1 ' L R w These drawings are an instrument of LINE OF SECOND FLOOR I I I B I I q° w q' 6b• 3 IA e 2b' 'Y \ BIJILT-IN CERA Ir ._ .- ® - - P.BO/E, (TTP. II I I service and the property of the architect. '-2" EQ. Ea. 6'-2" II II 116'-3" E0. Eo. I'-lo' -(E- TILE BENGN Ea. E4. 4'-4.1/2" EA. - EGL. Infringements will be prosecuted. II II II I II ti II II LINE OFABOVE YP F II II II 12" DIA PAINTED II II II 14'-5' 10'-0° 31'^I" W-S' DORIC COLUMN AND BASE. (TYP.) PAINTED WOOD TRELLIS ABOVE, (TYP.) T-61 10, LINE OF PROJECTION PAINTED WOOD RAILING TTP., ABOVE, (TYPJ AT ALL PORCH LOCATIONS. (SET EL. UP OF LANDINGS AT 2" BELOW FIN15H FLOOR ,TYP) 53W° A A A_q -4 THE CRC COLLABORATIVE, P.C. ARCHITECTS & PLANNERS FIRST FLOOR PLAN SECOND FLOOR PLAN SCALE: 1/4" SOALE, 1/4" = 1'-0" 150 MOTOR PARKWAY HAUPPAUGE, NEW YORK 1178$ 200R SCiHEE�)ULE TELEPHONE: 516-952-7005 I �^ 1�'''f LCA i ��� � NOTE) L E OE ND 6 DRYWALL PARTITION CONSISTING OF 2' X 4" WOOD STUDS NO, ROOM DOOR LABEL LOCK REMARKS ,Jv (16" O.CJ WITH 1/2" GYPSUM BOARD BOTH GIVES. MAT. H. H. T. 16. INTERIOR DOORS 514ALL BE PANELED WOOD,PAINTED AND SET IN WOOD FRAMES WITH PAINTED WOOD CASING AND TRIM. NOTE! PROVIDE WATER-RE515TANT GYP. BD. (WATER-RESISTANT/ TYPE "X" FIRE-RESISTANT ENTIRE ASSEMBLY TO EXTEND TO UNDERSIDE OF STRUCTURE. I FOYER WD/61. 3'-O" 6'-8" 1-3/4" SAFETY EXT, H/ 50REEN DOOR L A L WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL,STATE,AND FEDERAL CODES,LAWS, 11. EXTERIOR DOORS TO BE FULLY•WEATHERSTRIPPED. GYPBD . . AT FIRE RATED PARTITION5) IN ALL TOILET ROOM5. 0 INANGES, AND REGULATIONS WHEREVER APPLICABLE. 16. POCKET DOORS TO RECEIVE WOOD CA51NO AT JAMBS AND HEAD OF OPENING ON BOTH SIDES OF PARTITION, Z BSMNT.5T. Wp 2'-8' 6'-8" -3/4° C RAISED PANEL 2. E CH CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND YO HAVE VERIFIED ALL EX15TINO CONDITIONS Iq, PAINT FOR DRYWALL SHALL BE TWO(2) COATS OF PITTSBURGH PAINTS "MANOR HALL"SATIN LATEX ENAMEL. 1 3 LAV. Wp 2'-4" b'-8" I-3/4" PRIVACY RAISED PANEL P tIOR TO 5045510N OF BID. ALL MISCELLANEOUS METALS AND TRIM SHALL RECEIVE TWO(2)COATS OF PIT75EuRGH PAINTS 5EMI.OL055 ALKYD ENAMEL, EXISTING WALL OF PARTITION TO REMAIN 1 DRYWALL PARTITION GON515TTN6 OF 2" X 6" WOOD STUDS 4 LNDY. RM. WD 3'-0" 6-8" 1-3/4" (16" O.CJ WITH 1/2" GYPSUM BOARD ONE SIDE AND 1/2" WATER H�OF X35 �pq� 3. IN ALL GASES,DRAWINGS SHALL NOT BE SCALED FOR INFORMATION FIGURED DIMENSIONS AND CONDITIONS MUST BE OR APPROVED EOUAL.0% - _ - WR. 5 PANTRY WD 2'-O" b'-$" 13/4" - (LJ V IFIED INFIELD. 20. CARPETING, IODSk CONITMIW5-FILAMENT,SOLUTION-DYED NYLON WITH A 2a02. FAGEWEIGHT ANTI-STATIC,CLASS I,TAGKLE55 - _ - _ - _ EXISTING WALL OF PARTITION 70 BE REMOJED RESISTANT GYPSUM BOARD ONE SIDE,WITH 6" FOIL-PAGED BATT INSULATION. r r � 4. NTRACTOR SHALL VERIFY,AND BE 9ESPON51OLE FOR ALL FIELD DIMENSIONS,AND JOB CONDITIONS,AND SHALL INSTALLATION WITH LATEX PADDING,AND A 5-YEAR MIN.YEAR GUARANTEE,A5 MANUFACTURED BY SHAW INDUSTRIES ENTIRE A55EMBLY TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. 6 BATH HD 2'4" 6'-8" I-3/4" PRIVACY RAISED PANEL N TIFY THE ARCHITECT OF ANY DISCREPANCIES,CONFLICTS,AND/OR OMISSIONS WHICH WOULD INTERPERE WITH THE OR APPROVED SMAL. T L, CL05ET WD 2'-0" V-8" 13/4" 0.J 5 TISFAOTORY COMPLETION OF THE WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE 21. HARDWOOD FLOORING AND BASE MOLDING,SPECIES AND TYPE TO BE SELECTED. GL05E EXISTING FOUNDATION WAIL WITH NEW CONCRETE K,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 22, CERAMIC TILE FLOORING SHALL BE 4" X 4" SKID-RESISTANT 6LA ZED TILES,WITH THIN SET APPLICATION AS MANUFACTURED ® BLOCK TO MATCH AND ALIGN WITH EXISTING ADJACENT. EXI5INT DOOR AND FRAME i0 REMAIN 8 KITCHEN IV/6L 3'-0" b'-8" I-3/4" SAFELY EXT, W/SCREEN DOOR 5. ITEMS OF WORK IDENTIFIED ON THE ORAWIN65 BY NAME,NOTE,OR MATERIAL DESIGNATION ARE NEW,UNLESS BY AMERICAN CLEAN INS. q DINETTE ND161 V-0" 6'-8" 1-3/4" SAFETY (2) EXT.W/FRENCH DOOR 0 HERWISE NOTED. IO SUN RM. WD/6L 3'^0" b'-8" 1.3/4" SAFETY (2) EM. W/ FRENCH DOOR PROJECT TTL 6. Al HEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFAGTURER'5 LATEST PRINTED 23. PORCELAIN TILE FLOORING SHALL BE 12" X 12" SKID-RE5ISTANT GLAZED TILE5,WITH THIN SET APPLICATION A5 MAllNFACNRED - 5 ECIFICATION5,AND WITH ALL APPLICABLE CODE REQUIREMENTS, BY CROSSVILLE CERAMICS, INC. ,,. NEW$" 5,000ONT P51 POURED CONCRETE FOUNDATION /�`� II CLOSET WD 2'-8' 6'-8" 1-3/4" (LJ X 2 DOORS(SLIOIN6) GHATPAR 5UMMER 7. WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE PRACTICES. EACH TRADE SHALL 24. DE516N LOADS: WI?H 16" GONTINOUS POURED CONCRETE FOOTING ij 12 (NOT USED) )OPERATE WITH OTHER TRADES TO FACILITATE JOB SCHEDULING AND COMPLETION. FIRST t SECOND FLOOR • 40 P5F LIVE LOAD/60 PGF TOTAL LOAD EXISTING DOOR AND FRAME TO BE REMOVED D. P OPERATE Y NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE STANDARD OF CONSTRUCTION. ITEMS ArTiGtSTORAGE - 2OP5F LIVE LOAD/30 PGF TOTAL LOAD 13 LAV. WD 2'-4" 6'-8" 1-3/4" PRIVACY RA15ED PANEL RES I DENGE ADDITION O EQUAL aUALitt MAY BE SUBMITTED FOR THE ARCHITECT'S REVIEW. ROOF - SO PGF LIVE LOAC150 PGF TOTAL LOAD WALL GONSISTIN6 OF 2" X b" WOOD STUDS (IG," O.GJ, A L. CL05ET WD 1'-6" 6'-8" 1-3/4" (LJ q. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJOINING REMAINING AREAS AS A RESULT OF H15 25. DESIGN TIMBER STRESSES: Fb = Ip50 PSI,E = 1,400p00 F51 (MIND NEM-FIR STRUCTURAL GRADE. 1/2" GYPSUM BOARD,b MIL. POLY VAPOR BARRIER,b" FOIL-FACED AND ALTERAT i ONS RK,AND 514ALL REPAIR DAMAGED SURFACES TO THEIR PRE-EXISTIN6 CONDITIONS,OR A5 MAY BE REWIRED TO 26. CONTRACTOR TO INSTALL DOUBLED W1515 UNDER ALL PARALLEL PARTITION5 AND AROUND OPENINGS. BATT INSULATION, 1/2" COX PLYWOOD SHEATHING, IS (NOT U5ED) MPLETE THE ENTIRE SCOPE OF WORK. 21. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM DEVICES IN COMPLIANCE WITH SECTION A501 OF NY.5, 15K FELTS AND CEDAR SHAKE 51DIKO a 4-1/2" TO 16 BED 02 WD 2'-8" 6'-8" 1-3/4" PRIVACY (JALJ BAYVIEW, NEW YORK 10. A TERATE THE TO EXISTING WORK SHALL BE PATCHED AND FINISHED,A5 NECESSARY,TO MATCH EXISTING CONT16UOLIS BUILDING CONSTRUCTION CODE(MIN..IPREK BALL BE IN FULL CONFORMANCE WITH NY.S. UNIFORM FIRE PREVENTION AND BUILDING CODES, 2 THE HEATHER. 11 BED x 2 WD/GL 2'-8" b'-8" 1-3/4" SAFETY EXT. N SCREEN DOOR RERATI OR NEW FINISHES SHOWN. ALL MEGHAWAL AND ELECTRCAL NEW DOOR AND FRAME. - DRAWING TITLE II. ASt THE COMPLETION OF EACH OHN. AY, EACH TRADE SHALL BE RESPONSIBLE FOR CLEANING UP THEIR WORK. RUBBI5H AND ALL OTHER APPLICABLE CODES AND REGULATIONS, WALL CONSISTING OF 2" X 6 HOOD STUDS(I6" O.CJ, IS BED a2 HD 2'-3" 6'-8" I-3/4" (L.) X 2 DOORS(5LIDIN6) R OVAL SHALL BE DONE IN A D'J5T•AY, EACH FASHION,AND THE JOB SITE SHALL BE FREE OF ALL DEBRIS AND 28. PLUMBING WORK SHALL BE INSTALLED, BY A PLUMBER Li%C NSED WITH THE TOM OF SOUTHOLD, IN ACCORDANCE WITH NEN YORK STATE WR. 1/2" WATER RESISTANT GYPSUM BOARD,6 MIL, POLY- 19 BED r3 WV 2'-8" b'-8" I-3/4" PRIVACY (JALJ F I R5T FLOOR PLAN, 8 M CLEANED UPON COMPLETION. AND NATIONAL PLUMBING CODES, VAPOR BARRIER, I/2" COX PLYWOOD SHEATHING, 12. EM ALL FLOORS,HALLS,OOOR5, MI 1. METALS,GLASS, ETC.LEAVING JOB FREE OF GUST AND DEBRIS,PRIOR TO 2q. ELECTRICAL WORK 5HALL BE INSTALLED BY AN ELECTRICIAN LICENCED IN SUFFOLK COUNTY, IN ACCORDANCE WITH NEW YORK STATE 15# FELTS AND CEDAR SHAKE SIDING a 4-1/2" TO 20 BED +13 NO 2'-3" 6'-8" I-3/4" (LJ X 2 DOORS(SLIDING) SECOND FLOOR PLAN, PI JECT COMPLETION. AND NATIONAL ELECTRICAL CODES. A FIRE UNDERWRITER'S LABORATORY CERTIFICATE SHALL BE OBTAINED FOR ALL ELECTRICAL WORK, 3 THE WEATHER. J� j� �I `'`� '�'�,I `C� 21 BED #1 VIP 2'-8" 6'-8" I-3/4" PRIVACY (JAW GENERAL $ GA5NETRY 13. E 15TING EQUIPMENT AND MATERIALS TO BE REMOVED,WHICH ARE NOT REQUIRED TO BE RELOCATED OR RETAINED BY AND SUPPLIED TO THE OWNER AND THE ARCHITECT. MWOOMMG J` 5 I 1 ' E I RY I YO TE v.J - SAME A5 p2 W/ 6" FOIL-PAGED BATT INSULATION. 22 BED •I WD/6L 2'-6" 6'-8" -3/4" SAFETY (2) EM.W/ FRENCH DOOR LEGEND DOOR E ONWER,SHALL BEGONE THE PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE PREMISES. 50. CONTRACTOR SHALL INCLUOE A DOOR FIN15H HARDWARE ALLOWANCE OF 4200.00,PER DOOR WR 23 BED KI WO 3'•O' 6'-8" 13/4" (LJ X 2 DOORS(SLIDING) 14, ICATION5 OF WORK TO BE REMOVED ARE GENERAL ONLY,AND ARE NOT INTENDED TO 5HOW ALL ITEMS WHICH MAY 31. ALL WINDOWS AND GLASS DOORS SHALL BE GLAZED WITH LAMINATED HURRICANE RESISTANT GLASS AT OUTBOARD CITES. SCHEDULE 24 NOT USED. R5OUIRE REMOVAL 5UGH ITEMS SHALL BE REMOVED, RELOCATED, AND/OR REINSTALLED A5 REQUIRED FOR I. TYPICAL CABINET MILLWORK CONSTRUCTION SHALL BE PLASTIC LAMINATE ON 3/4" PARTICLE 80. 25 LOUNGE VJD 2'-8" 6'-B" I-3/4" PRIVACY (JALJ INSTALLATION OF NEW WORK. 4HR DRYWALL PARTITION CONSISTING OF 2" X 4" WOOD STUDSI5. I TALLL CONSTRUCTION: (16" O.GJ WITH I/2" GYPSUM BOARD ONE SIDE AND I/2" WATER PROVIDE DOUBLE LAYER OF 3/4" PARTICLE BD.AT PERIMETER OF AL4 COUNTERTOPS. PROVIDE DRAWN A AWING NO. PROVIDE SIZES AND TYPES A5 SHOWN ON THE DRAWINGS, TAPED AND SPAGKLED WITH THREE (3) COATS AND RESISTANT GYPSUM BOARD ONE SIDE, ENTIRE ASSEMBLY i0 CONTINOJ5 CLEATS AT WALLS,AS REQUIRED. 26 M,BATH WD 2'-4" b'•8" 13/4" PRIVACY (JAL) RAN / KPT SANDED SMOOTH. EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. 2. ROUND-OFF INTERIOR SURF D,OUTSIDE CORNERS D RAKERS 5MIOPS WITH I" RADIUS. 2T (NOT USED) B PROVIDE ALL METAL CORNER BEADS,STOPS,EDGE TRIM,CA$1N6 BEADS,ETC.A5 REWIRED TO FINISH ALL DRYWALL 3. ALLABINE SURFACES H V CABINETS AND DRAWERS SHALL L COVERED IN WHITE MELAMINE. CHECKED BY SURFACES WITH FLUSH,LEVEL EDGES, 4. BASE CABINETS SHALL HAVE(U ADJUSTABLE SHELF AND WALL HUNG CABINETS SHALL HAVE Z8 L. CLOSET Wp I'-4' 6'^8" 13/4" (LJ G•RG C USE F CESODE "X"CvYSH,LEM BOARD WHERE REWIRED TO OBTAIN FIRE RATINGS PER KY.S. BUILDING CODES. SHR. (2) ADJUSTABLE SHELVES. (MICA-GLAD) 29 MOT U5E01 - SAME A5 14 EXCEPT IN LIEU OF I/2" WATER RESISTANT GYPSUM 5, GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL REQUIRED HOOP BLOCKING IN 30 CLOSET WD -8" I-3/4" (L) X POCKET DOOR DATE USE WATER RES15TANT GYPSUM BOARD ON ALL WALLS FACING,A BATHROOM,OR WHEREVER SPECIFIED. WR.M ONE SIDE, PROVIDE IT FOR BOTH SIDES. WOOD STUD WALLS TO RECEIVE HUNG CABINETS. 6. CABINET CONTRACTOR SHALL M RESPONSIBLE FOR FIELD VERIFYING ALL CABIN-1 DIMENSIONS 31 M. BEDRM. WD/GL 2'-6" 6'•$" 13/4" SAFETY (2) EXT. W/FRENCH DOOR 2- BEFORE FABRICATION WD: WOOD (W: DOOR H1 FULL FIXED SLAT WD, LOUVER SCALEPROJECT NO. 1. PROVIDE EUROPEAN-STYLE, CONGEALED HARPWARE FOR ALL CABINETRY. HM: HOLLOW METAL (JAL): DOOR Al FULL OPERABLE WD. SLAT JALOUSE ASSY, I -O° �1laIO-I 6. PROVIDE WOOD FRAME d GYP. W.SOFFITS OVER ALL HUNG CABINETS. GL: GLASS(HURRICANE RATED) YACRC rojects\96107\REVISED Don;\95107 A2.dwg, L°youtl, 01/29/2003 D5-0309 PM, I<pt, 1:1 II (3) 2" X 10" HDR �So •-. .--• —•—• `t� % j/ • % i/ ! REVISIONS j ♦" % �? ....... _ _ ry-1- i ,/ i i \, NO. DATE DESCRIPTION _._,_. _._. Maj/' % % j/ ji j/` j +9G TT _ —r r 1—rr�� t—I r t11—r r —� I— Oj 1/24/03 DRANINGADDEDTO5ET r r._, .r.r.r._. / % /,/ / % OF LAM;VLI-Ir", 9- 4"� fa1 �" �10"IHDIR � I L 3-r2'IX�T/ r' oe ........... ------- _ / / / / %/ / ♦`/ j / ♦ I � I I 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � ._._.-._.,w._,-. �,_.-.-.-. -. I I I I I I I I I I I I I I I I I I I 11 0 ! / ♦ / i j / i I I I I I I I I I I I I I 1 I I I I 1 I 1 I I j I I I I I I I I I I I I I I I I i I I I 11 X I •♦ i j � / / i / / � � I I 1 1 1 1 1 1 1 1 1 x ._.-.r.-.- ,-. 4 t._._.-._._._,r. j/ / f+/� f / / / x ' xl _._._._._._. ._._._._. 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DATE .r r.r.r._._. ® 3-12 X I I I I I I I I I I I I I I I I I I i I I I I I x u- I I I I I I I I ( 1 1 1 I I I I I I I I I I I I I - - - I I I I I I i I I i I I I I I tl �.I i--•-•-•-•---•-•- - - - - -• _ I i ed L 13 V x�:V4°I �/ \J (f) 20� 10IPR y (2) 2" X10° HDR (3) 2" X10" HDti (2) 2° X10" IIDR 3-1/2" DIA, WOOD POST W/FINIAL FIRST FLOOR FRAMING PLAN 6P LAMLVL3I/2" X I-1iB' a 16^ D.C. �� 50ALE: 1/4" PAINTED WOOD TRELLIS BELOW SECOND FLOOR FRAM1 NCS PLAN ° 5GALE: 1/4" = 1'-0" These drawings are an instrument of �j/�'• '\ \'( ' (2) 2" X B" HDR service en the property of the architect. ''C Infringements will he prosecuted. \ }� 0� % \ p4l�lQ `\ •'�I 1 0 \\ 34,1Z I 2" X 6" OUTRIWER9 a 16" OL. (TYPJ X 1 \�s:• .� ' V i I rr- rt r -r I- � r -r r-7 - r �rl ^\\ �! " 6P AM VL3-I/2"X 9- 4" 1 I :ass. j•(P •/ OPENING FOR 24"X 42" i '—'"�"— •""""`•—' '"�•' '1 1"X b° COMPOSITE WOOD SILL I OP f •`• 1 +� OPERABLE SKYLIGHT 1 I GP LAM LVL 5-1/4'X 16" �' }\.j I 11 .1._1_.L.1._• L1._I_.L. 1.1 (AA;: FRENCH DOOR 4 FRAME ASSEMBLY W! , i r ('-" ALL MEMBRANE WATERPROOFING SHALL W I'E� B \ % •\ ry j. I /1) WEA7HER•STRIPPIN5 ! ALUM.SADDLE iv I I Be FLASHED AT ALL PERIMETER CONDITIONS ,tp ,•� _.........,r._. •_._.— To U05O EATH WALL DAMPROOFIN6. I!9' PARTICLE BD.SCREV&D 5/4'X b'T16 OAK WOOD FLOORING �_� \ / _ I ` T r -I- ` 7 _ r - _ T —I- -I- 1— , _ ~ _ _ - — BENEATH DOOR 51LL5,AND AROUND (F,\ NAILED To 5/4'PARTICLE ED. a. ♦ % �! ._• y , j LAM LV• 3-I X 1/4 (2 2' x _ _._. 1 .-._. ro a xa 5iB FSAMIN6 \ '7 _ ' 2) 2' X 8 _. —.Y••.—•— ANY APRIRTENANCE5. ,K^'; GIBFLOOR SCREWED TO FLOOR JOISTS. 1._1•... 1 I 1 I 1 I � I N.,..1, �',:.�d• ...._. .-._ -._. .a - \\ I"xr," GP E9M'LV4 3-v2 X II-i/8� I II I I I I 11 I 1 1 1 _ -4—_, _, __ _ . - ,. ,,,„V,— y CERTAIN TEED 'BDARDWAI.K'CONP0517E .�, �% - -•_•-•_ �L�� 1 1 II I I I I I 1 I 1 I I I I I I I 1 I - DECKIN6scREWrorolxi coMPoslTesLEE+ # THE CRC COLLABORATIVE, PIC, ._._._. L005E•LAID OYER 060' CARLISLE °SURE-TOU611' + /' `�j \j \, \ 6PwlBoxli-VB'FLOORJ015TSeI6^o.c. ARCHITECTS & PLANNERS �• - - �,- +�• I I I I I I I I I I I I I I I I I 1 1 1 1 -F - 1- ""�.\ 1 m "7 WATERPROOFING hEMBRANE MFLHAN CALLY FA5fERNEO I / ;,. ; + (PROVIDE VERTICAL BLOOKIN6 BOTH SIDE5 _ _ _ 70 3/4”EXTERIOR GRADE PLYWOOD SHEATHING L � �_._.-.-.�\ I Ij 11 II I I I I 1 1 1 1 1 1 1 I I I I I I _,J , !_. _._. J �` 11 + r: z-,,z;• ; + eemstPOINrLOAvs/ I I I I I 1 I I I ( I I 1 -t —1_ I FASTENED TO 2°XB' IS 515TERm ro GP LAM. \ , °� ! � '1\ +;\\ / 2•X 4' WOOD BLOCKINGS + 5, , + _(_,�. •-1 FLOOR JOIST(PITCH 2"X6' ISeI/6'/FT) — vf--`UT-- fir 1 ! \ ` + s' ,' \ I 1 1 II 11 1 I I I I I I I I 1 1 1 1 1 1 1 Ir -f' I`"i-" I- _•_- I — + 's?,,; ,` + 150 MOTOR PARKWAY ` 1 _._._._. ._. \�• i I II 1 1 1 I I I I I I I I I I I I I I jI -t 1_ 1- a --�- I ._._ \ ^ , + :; ,,�� WAUPPAUGE, NEW YORK 11788 _ _ _ .•.-I '�Yo. 11 I ( I I I 11 I 1 I I 11 i I I I I 1 I_ pl 11 (� I a•POIL-FACED FIBERELA56 IN51ATION, r,. •—• - I yl �• z i—'r'j�" •"i SUPPORTED BYNn4NMFSHIZITIN6 + % `- TELEPHONE: 516-952-7405 1 _ _ _•r. li I \ II I i I I I I I I 11 Be1Mei I� I I l 6P LAMLVL3I/2'x14'g12"a.c� y �,0��3 BETWEEN FLOOR JOISTS. `\_ II 1 1 I I 2" l0° �21DGi 1' T- 7 I 1 I 1 j I 1� 7I I� ii �'_. ._. ❑ b I/2"GYP.HD.CEILING(1YPJ j ............ 2" X 8' ROOF �i I u/ 1 - ieFPreR?a • Ij I j �j •-j -•i- •1-'-j _J-k j.-,-.,,j-.�j._.j...{ _t�' _ r_ _ OL.(TYPJN.O.N.) �, j e�1°os �. Q,It / II I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I IL.1. l_.Lx'+i'_.' .c.-•-• ��" °~� fA� 1O 1 r:r J -5TRONG-TIE HAN5ER5(TYP) __, -.J�.yi1/ I II I (�♦ 1 1 11 I I I 11 1 1 1 I 1 1 1 I I I I I � IF-'-F' 1-'f-'�1 .i•-. _.�,_._.r .� `'� ° 01336ryo� r +' ----------- �t r 7 I I II I I I I I I I I I I I ( I I I I I - i ,�, I_.L. I �. . . .._ x♦ j� ! i ii i i i i PIREF�BRIyATegwOgDT1�U55F a If f, ill rt._i_.r. _ �._. SECTION A-A ...., ._._. . 1 SCALE: 1-1/2" = 1'-01- T 1 '1-" 1 / 121 11011 � � li I I I I I I I I I I I I I I I I I I I I 1 N- -F I- 1- - _ i - - - - - - i Rip 5E I I 'j \ad 1 i I II 1 1 1 1 1 1 1 1 I I I I I I I I I I IL.1, I_. 4�0 �•r.r.l i PROJECT TI E h' .r.___,- _ I GHATP,4R SUMM' ` i} - t 'i I I II I I I I I I I I I 11 I I I I I I I li-"-1 _ • ` _._. -� y _ _ RESIDENCE P• L .}- \ ; .r._.l._._.:�; v l2) Hv 2 v -r- AM rVL X4r4 •r- z• r� AM;) ALTEF J � h �. .'1._._•r• y19F �A -Il _ L i Li Jul �..i - = .L4i _1 1 I 1 I r • j'•�• ( 2'98" H R '+ _ _ f- `i_ _i_ i. _ i _iJ 6AYVIG L -L J_ _ _"L _I_ J_ J j l I I It-�T1 "" '-tl I I I - i_ i_i �_ i _ l _ ` DRAWING TIT' FIRST FLO/ Dr 7 PAINTED WOOD TRELLIS 5151-0104 PAINTED WOOD TRELLIS BELOW ROOF FLOOR FRAM I NC PLAIN NOTE. ALL PREFABRICATED WOOD L OF R5 SHALL BE DESIGNED UNDER THE 51GNANRE S SEAL OF NYS LICENSED P.E., A5 SUBMITTED ON THE TRU55 SUPPLIERS SHOP DRAWINGS. 50ALE: 1/4" Y:\CR Pro,eCts\96107`rEV.ISED DWG\96107 A2o.dwD, Layout], 01/29/2003 05:05.58 P14, kpt, 1:1 I I are . REVISIONS NO. 1, DATE DESCRIPTION A11/21/02 GENERAL REVI510N5 ? Q 1/24/03 GENERAL REV1510115 CHIMNEY SCREEN 8 GAP (TYPJ SPLIT CEDAR SHAKES DECORATIVE ANODIZED BRA55 OVER 50t FELTS (TYPJ GROUNDED LIGHTNING CONTROL (TYP.) ..- .�_ - ._.- -' -_ -_ -. -. -.. ,� - - - - - NOTE: IDGE VENTED FROM - - - -_- - - - -_ -_- - - - -_- _ - - - _ - - -_-- - - _ � _ _ _ - 60 H517ES OF GA6 EEND o _ - ---__- - - -_- _ _ - _ - - -____ _ _ _ _ ___ BRICK CHIMNEY (TYP) - - - T L -. .- - - - - - - - - --- - - _--_ _ -- - - - - - - - - - '- - - -- - - -- - - - I" x 8" WOOD FAGIA _ - - _ - - - - - - - _--'�_-=---- e CRICKET BEHIND PAINTED (TYP(TYP.) _ �_ _. CHIMNEY (TYP) - _ _ __. -. _ -_ _ ..- -_ - -- - _ _ _ _ _ _ _ - - - - - 4" ALUMINUM BOX GUTTER - -,.- - - �- - �.. - - _ - - THIGK (TYP.) -- - - - GEILINGHT, GEILINGHT. GONTINOUS ALUM. 50FFIT - - q - VENT (TYP) - u - - (f - 1VT _ PAINTED TRIM (TYP) - - -- _. _ ----- ® -- _ -- - -__ ® - 1=1 i ALUMINUMLDR. , GOATEDW/ - _ - - - - - - _ _ - _ - -_— - - - - - - - - - KYNAR 500 TYP.) - - - - - --- - - -- -- - -- - -- -- - - - - - - - - - - - - - - - - - --- - - = FINISH _ _ -- - - - - - - - - - - - - - - _ _ _ - - - - - SEGONDFLOOR =- _�_- - =- - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - -- - - - - - - GEDARSHAKESHINGLES _ - - - - _ - - _ - - - - - -- - - -- -- - - - - - - - - -- - ` - -` SECOND FLOOR — - - - --- - _ - - - - - - - - 4-1/2" TO WEATHER _ ai CEILING HT. PAINTED WOOD TRELLIS w -AND DORIC COLUMNS Q f - - - - - - (TYP.)711 zo mm - - - - - - - - - -- - - - - - - - - -- - - - - ` _ _- -- - FINISH FINISH - - - - - - - - - - - - - - - - FIRST FLOOR ISSUED TO NO. DATE ISSUED TO NO. DATE - - - - - - - - 4 I I II I I I I I I I I I I I I I I I I I I I I I I I I r I I II I I I I I I I I I I I I I 1 I I --i--t---_LL__ I I -__-L Z � I I L L I FAINTED WOOD RAILING AND STEPS (TYP.) PAINTED VINYL LATTICE (TYP.) I I L -� �- I I- -1 �---� -L I I EXISTING BASEMENT NEW STEPPED --_,.._- ---•-------------------------------- __-- ---- --__ __ _..---------`---- _L_J FOOTING AT 5_0 �- L --"-'------------'-'------'--'- -----------------`---------------"-_------'----- BELOW GRADE W1 ----^----`-____.--___--__- A I:2 SLOPE (TYP) NORTH ELEVATION EAST ELEVATION 5GALE: 1/4" = 1'-0" 5GALE: 1/4" = 1'-0" These drawings are an Instrument of service and the property of the architect. Infringements will be prosecuted. 24" X 42" OPERABLE 5KYLI5HT _ W/ TINTED, INSULATING ACRYLIC DOME 8 INSECT SCREEN _ __ ___ __ ____ ___ _ _ _ _ _ - - ` - - ` - ` - - - ` - " - ` -- - " ` - ` - "- - THE CRC COLLABORATIVE, P.C. — — — — — — — — — — — _ — — — — - - — — — — — — — — — — — — - GEIUNG HT. ARCHITECTS & PLANNERS GEI INC HT. GLAZING TO CONFORM TO _ A5TM TE5TIN5 REQUIREMENTS - - - - - - - --- - - - - - - 150 MOTOR PARKWAY 1111 1 11 FOR MEETING LATEST STATE OF -_ -- -- -_ - -_ 4 HAUPPAUGE, NEW YORK 11788 ' - _ -- _- -- -_ _ _ - _ _ TELEPHONE: 516-952-7005 FLORIDA BUILDING CODE - - - - - GRITERIAFOR HURRICANE � -_ - - -- - --- -- - - - - -- - - - - FORGE LATERAL LOADS. - .- ,-. - -. - _ - ._ ._ .- - -- - - -__ - -' - - - - - -- - - - - - - _ (TYP. ALL WINDOWS d ODORS) - - '-' -` - - - - - - -- - - - - - -- - - - - _ _ _ - _ _ _ _ _ _ _ FINISH FINI H __- _- -_ _- - - - - - _ _ - - - - - - - v - - - - - - - - - _ _ - - - - - - - - - - _ - - -- - - SECOND FLOOR �JpP E�'R• cJA CEILING HT. IEII Ell 11E GEI INC HT. -m N - ��� ��� - - - - - I q y r �� I T ZF, rr1t1\ 4 _ _ _ __ _ _ - - - - - - - - - IN15H IRST FLOOR PROJECT TITLE - - _ FINI H FLOOR -. _._ - - EL. + 13 2 SUN OOM - _'- _---..=- - - - - ' - -- - - - - ` - - -- - -- - - -- - GHATPAR SUMMER -_- RE51 DENCE ADDITION 1 I I PAINTED DORIC COLUMN I I I I AtND ALTERATI ON5 I I I1 I (TYP) 1 I I I I 4 1 I I I I I I CAST STONE VENEER, "LEDGE ROCK" BOTTOM OF n BAYVIEW, NEW YORK ----- ----____� __-�-_-_-�----------------------`-�•�'- ------ ---^-- ` - --- GONTINOUS ® BASE O F EXTERIOR i JI LJ I FOOTING DRAWING TITLE TO4" BELOW GRADE. I EXISTING STEPPED EXTERIOR ------------- ------ FOOTIG ----- -_----- ELEVATIONS SOUTH ELEVATION NE51 ELEVATION SCALE: 1/4" = 1'-0" 5GALE: 1/4" = 1'-0" DRAWN BY DRAWING NO. RM / KPT CHECKED BY ORC A = DATE I I-20-48 SCALE PROJECT NO. 1/4" = 1'-0 1 I 4610'1 Y:\CRC P ojects\96107\REV]SED DWG\96107_R3.dwg, Layoutl, 01/29/2003 05.07.58 PM, kpt, 11 II a A-4 REVISIONS NO. DATE DESCRIPTION it QI 1/241/02 GENERAL REV1510N5 Q 1/24/03 GENERAL REVISIONS PAINTED WOOD TRELLI5 BELOW. (TYP.) 4" V.T.R. 4" V.T.R. RODE — w \ WEATHERVANE a 4" I I-I/21: — T2�� �2— 2" 'sl�� �0 W.G. I2" 1-1/2' JlAV W.G. P -Ng LAV. WHIRLPOOL 5HWR. I 1012 10:12 d L B 2 C�,IR I F 2ND FLOOR I 5� SLOPE I TERRACE BELOW 4" L.B.O. ' "2 4" 4114 „ 2' 3.• Y. ry _ OUTSIDE WALL _ T I — 2" — 2" \ y o p PFtE2I I 6:12 FRESH AIR 4" SINK SINK SLOPE — 4" LAV. W.G. I WASHER LAV. W.G. \ ? �O — — — — — — — — — — — — — _ _ — INTAKE —a- D.W. —2" 2,. I-I/2" SNWR. 11, 15T FLOOR x �4 24" X 42" OPERABLE 4" L.B. 2" 2" 4" L.B, .-H "-A SKYLIGHT (ALSO TO COMPLY 11 I �r ' G.O. I Cl \p - G.O. 2„ 4 4„ 4" 4" 'L W/ STANDARDS SET G.O. G.O. " G.O. FOR ALL EXT. WINDOW5 TO APPROVED 4j1 'G 0 I AND DOORS) `P h SANITARY SYSTEM 4" CAST IRON HOUSE TRAP BASEMENT/ SO I CRAWL 5PAGE I �w I NO a N 6:12 GRIGKET ISSUED TO NO. DATE ISSUED TO NO. DATE SLOPE PLUMB I NCS RISER DIAGRAM ( SPLIT CEDAR ROOF SHINGLE A55EMBLY (TYP.) 6-OPE CHIMNEY 5GREEN B CAP ro 2"XIO" RIDGE RAFTER ¢ 79L NO 5GALE 4" ALUMINUM BOX w I GUT~I ER .040 THICK (TYP) w I �l O \P!FTER� 210" RIDGEr LINE OF BUILDING �� BELOW (TYP.) Z2 \,�,- 9.o J 6:12SLOPE9 — — — Ir- Il— If— II— — — — -` _- — _` — — _'fl- 'll- H N These dravrings are an instrument of _ 6:12service and the property of the architect, `�' SLOPES rz Infringements will be prosecuted. Iu 6:12 6:12 SLOPE�LL m 5L—OPEC NOTE: ATTIC, VENTED FROM A 4 BOTH SIDES OF GABLE ENDS ROOF ASSEMBLY CONSISTING OF PAINTED WOOD TRELLI5 ROOF A55E14131-Y CONSISTING OF (SEE EAST d WEST ELEVATIONS) SPLIT CEDAR SHAKE5 ON 30# FELT5 BELOW, (TYP) SPLIT CEDAR SHAKES ON 304 FELTS ON I" X 6" TREATED WOOD PLANKING ON SLEEPERS OVER 2-1/2" NAILBOARD (VENTED A5 PER MFR'S. REQUIREMENTS) W/POLYISOGYANURATE FOAM INSULATION ON WOOD TRUSSES OR 2"X8" ROOF RAFTERS ON 3" X 4" TSG CEDAR WOOD a 16" O.G., W' FOIL-FACED BATT INSULATION DECKING ON 3' X 12" HIP ROOF 2"X8" GEILING J015T5, 1/2" GYPSUM BOARD. RAFTERS. — — — — — _ 2" X10" RIDGE BEAM ROOF PLAN — — — — — SCALE; 1/4" = 1'-0" 4" ALUMINUM BOX GUTTER 2" X 8" ROOF RAFTERS ® 16" O.G. (ttP.) .040 THICK (TYP.) � 9' FOIL-FADED BATT INSULATION GONTINOU5 ALUM SOFFIT 2' X 6" GEIL. JOISTS VENT (TYP.) I 16" o.G. (TYP.) THE CRC COLLABORATIVE, P.C. PAINTED TRIM (TYP.) M65TER BEDROOM MA TE am ARCHITECTS & PLANNERS EXTERIOR WALL A55EMBLY 150 MOTOR PARKWAY HAUPPAUGE, NEW YORK 11788 51PIN6 TING OF CEDAR SHAKE -_-_-= TELEPHONE: 516-952-7005 SIDING m 4-I/2" TO WEATHER ON 5a FELTS ON I/2" EXTERIOR GDX SHEATH. ON 2" X b" WOOD STUDS ® I6" ®®® GLAZING TO CONFORM TO �������� OC. h1/ 6" FOIL-FACED BATT INSULATION, A5TM TESTING REOUIREMENTS �G`sgwE Rcyr 6 MIL. VAPOR BARRIER d 1/2" GYPSUM FOR MEETING LATEST STATE OF 'Qv Pao UDr BOARD. (TYP) �' Fy MI FLORIDA BUILDING CODE CRITERIA FOR HURRICANE 1 .1-11 DINETTE KITCHEN BATH FORGE LATERAL LOAD5. (TYP. ALL WINDOWS d DOORS) CAST STONE VENEER, "LEDGE ROCK" SUMMARY OF TOTAL THERMAL RATI NO GONTINOU5 6 BASE OF EXTERIORq P° 0135b�p TO 4" BELOW GRADE. (TYP.) IF THE TOTAL THERMAL RATING 15 ZERO (0) OR 6REATER, THE PROPOSED DESIGN FOR THE BUILDING or iVew ENVELOPE COMPLIES WITH THE N.Y.5. ENERGY CODE. rrrn�t� PROVIDE VENTS TO DRAWL (SEE BASEMENT PLAN FOR _ _ _ AREA "U" VALUE THERMAL TABLE LOCATION5) r I" FOIL-PAGED TT y GRADE BEYOND RATING USED CRAWL FLOOR JOISTS ` ` -' t '. INSULATION W/ N LON 1 GRADE VARIES `r 0 I6" O.G. (TYP) p.^ - •--�•- u1, ROOF/GEILING GAI 1258 5F 0.091 IQ b-9 5f'AGE (SEE FRAMING PLANS) MESH NETTING 5E URE I �J - - - ''• ''IIII _ GRADE VARIES I 5 5F OA4 O - REINF. P. LONG. WALL/ TO J015T5 (TYP) fI_If=IIF ISI II IL I II III-II IIT I1=11 L I '�- RA2 2T6 5F 0,051a 2 6-5 P J T T L SEE FOUNDATION NOTES 4- '_ EXISTING BTL. GHATPAR SUMMER FOR EXACT 5PEG5. (TYP) 1'-4" X 1'-4" REINF. BEAM5 d POSTS 1111-Ii�lil-u1-1RESIDENCE ADDITION ' �""' P. GONG. PIER �•' BE REMOVED �`` ll1=I I I-III-I11- ' B. T L5 250 SF 0.046 264 6 1 I I i i .. I ILEI I I-111" NET WAL 3 b-I V X 1'-4' CONT. 2'-0" X 2'-0" X V BASEMENT 7 i '`' 111111 III,II'- c. GLAZING bb5 5F 031 -145 - AND ALTERATIONS P. GONG, FOOTING P. GONG. FOOTING '.-` , . `, 1�Jf l- p, pL,OpR9 1,761 5F 0.041 O b-9 3'-0" B30W GRADE (TYP) "' ` - "" BAYVIEW, NEW YORK 2" P. CONCRETE (TYP) 5GREENIN6 GOAT W/ EXISTING FOOTINGS T T TOTAL THERMAL RATING +140 DRAWING TITLE FIBER MESH (BEYOND) ROOF PLAN, OR055 5EGTION, PLUMBING RISER DIA&RAM GROSS SECTION IIAAII 4 ENERGY GALGULATION5 SCALE: 1/4" = I'-O" DRAWN BY DRAWING NO. RWN / KPT CHECKED BY A — GRG Jr�\ DATE 11-20-ab SCALE PROJECT NO. 1/4" = 1'-0" x6107 Y:\C C Projects\96107\REVISED D\/G\96107-A4.d,,g, L"youtl, 01/29/2003 05-09-33 PM, kpt, 1.1 x A A ce A-4 A-4 REVISIONS NO. DATE I DESCRIPTION A7/:N/02 I GENERAL REV1510N5 © 1/24/03 GENERAL REV1510N5 I I I, I C91 I I TERRACE I� --- L- - MASTER I I 11\ DINETTE \�� i 5UN ROOM i I\ BEDROOM I ® I '� _ 0 \ / I / I I VAULTED al VAULTED LEIL \ / I UU \\VV / I 1 \ \ -VAULTED LEI w.P. - - Cm Cm FROST-PROOF \ 5 0 I ® ' �� CONOEN5ING UNITS. NR C / H05E BIB �'I'G� \ \ I \ ( PAD, PROVIDE ELEGTIRIGAI NL. 1 ® ® /l ( I 1 I / I DISLONNECT5 IN WEATHER- I —SOFFIT HT.B l'-0"AF.F. lY\ I CFI / 10'-O"A.F.F ' / y L. " - _ ® _ \ \ 3 -/ I PROOF ENCLOSURES. BEDROOM #I j ® PEAK \` 0 1 (� ` PROVIDE POWER FEED FOR C I\ a_ - GF10 _" / �`` - I I LOUNGE \ �V I BE ROOM #2 GARBAGE GRINDER BENEATH I ( \ ` SINK A5 REOUIREO I Ilk nw I I a\ I I / a I CFI. I I �© ISSUED TO NO. DATE ISSUED TO NO. DATE KITCHEN / __ __ \ T 0 b I GREAT ROOM 1 GL. GL. L DINING ROOM I\ / _J \I I \I \ / I 10'-0" AF F F 01 _ _ �'G\ \\ II MASTERi i p I I BE ROOM #3 .O II I BATH / - ' 0 FOYER 0/ 4 / © :��// I i 0' AFF / BATH Cm K00 LAV. Cm Cm \I // ® i ® J� _ _00 VAULTED LEIL vnuLTEDc_IL _ _ _ _ — _ _ — ® — — _ — _ I These drawings are er Instrument of — TIV -- I service and the property of the architect. PRO5T-PROOF \ O Infringements will be prosecuted. H05E BIB ALL SOFFI LIGHTING TO BE SWITCHED TO FOYER'5 II II II I II II II GEN NOTE: ALL CEILING HTS. TO BE - - - - EXTERIOR L161475WITOH 8O" A.F.F. UNLESS OTHERWI5E NOTED (TYPJ A A R-4 A-4 THE CRC COLLABORATIVE, P.C. ARCHITECTS & PLANNERS FIR5T FLOOR MECHANICAL/ELEGTRICAL DIAtCR4M 5E�OND 1 -pLOOR MEGHAtNIG,AL/ELEGTRICAL DIAGRAM 5CASCALE: 1/4 - 1'-0" 150 MOTOR PARKWAY HAUPPAUGE, NEW YORK 11788 TELEPHONE: 516-952-7005 MEGHANIGAL CONTRACTOR NOTE : MEGH ./ ELEG . LECEN7 ,, ...„ ALL MECHANIGA4 HVAC AND HOT WATER SYSTEMS SHALL BE PROVIDED COMPLETE, ON A DESIGN-BUILD BASIS. THE CEILING FAN (3 SPEED, 9EVE5ABLE DIRECTION HVAO DES16N 15 INTENDED TO PROVIDE FOR TWO ZONES, WITH A FAN SERVICING THE (FIRST FLOOR ZONE LOCATED IN W/ INTEGRAL LIGHT) FAN ON PULL CHAIN. THE BASEMENT, AND A FAN SERVICING THE SECOND FLOOR LOCATED IN THE ATTIC. TWE AG. CONDENSERS SHALL BE PLACED ON THE WEST 51DE OF THE HOUSE, AND THE GAS-FIRED BURNER SHALL HEAT KATER COMBINED WITH A 50% NARROW BEAM QUARTZ HALOGEN LOW VOLTAGE �' NO 0/35fiti y� GLYCOL SOLUTION TO RE515T FREEZE-UP5 DURING WINTER CONDITIONS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ® RECESSED ACCENT LIGHT FIXTURE. rtt�t REVIEWED, 516RED f SEALED BY NYS LICENSED P.E. PRIOR TO INSTALLATION. t} SURFACE MOUNTED KEYLESS FITURE (TYPJ EXTERIOR WALL MOUNTED LIGHT FIXTURE (TYPJ 0 RECESSED INGAN. DOWNLIGHT(TYPJ PROJECT Ti-TLEf CENTRAL VGUUM SYSTEM NOTE : SHOWER LIGHT, WATER PROOF FIXTURE (TYP) GHA+TFA.R SUMMER CONTRACTOR TO PROVIDE A COMPLETE CENTRAL VACUUM SYSTEM ON A DE51GN-BUILD BASIS. COORDINATE RISERS „� SWITCH "D" DENOTES DIMMER SWITCH, "5" DENOTE5 3-WAY, *'-4-14AY RE51 DENGE AtDD I T I ON 50 THAT THEY ARE BURIED WITHIN WALLS, AND REVIEW ALL OUTLET L06ATIOM WITH OWNER PRIOR TO INSTALLATION. 0 DUPLEX ELECTRICAL OUTLET 6I'DOTES W FAULT INTERRUPT UT AND ALTER4T I ON5 WEAM�OOXTERI�OTL QUAD ELECTRICAL OUTLET cb'ENNOTMOULEETOTEBOELNTVRTOP BAYVIEPA, NEW YORK 4- TOE SPACE A/C. SUPPLY AIR DIFFUSER (TYPJ DRAWING TITLE 5MOKE DETECTION / BUROULAR ISI A/GSUPPLYAIRDIFFUSER (TYP) FIRST �€ SECOND Q "'y�C, m A/G RETURN AIR DIFFUSER (TYPJ FLOOR MECHANICAL/ L 1 �M G 1 .JTL~ NOTE : H---4 UNDERCOUNTERTASK LIGHTING. (TYP) ELECTRICAL DIA6RAtM5 ,,,J J„^ RECESSED CLO.-MTD. EXHAUST FAN CONTRACTOR TO PROVIDE A COMPLETE, HARD-WIRED SMOKE: DETECTION/ BUR6UI.AR ALARM SYSTEM (WITH COMBINATION GEN. ILLUMINATION LAMP/ HEAT LAMP/ DRAWN BY DRAWING NO. BATTERY BACKUP S MONITORED BY A CENTRAL 5TATIONU ON A DE516N-BUILD BASIS. REVIEW 5Y5TEM WITH OWNER ® EXHAUST FAN FIXTURE. (TWO LAMPS AND FAN "N / KIST AND OBTAIN APPROVAL PRIOR TO INSTALLATION. SHALL BE INDEPENDENTLY SWITCHED) o p O CHECKED BY A 7--f-i "HOLLYWOOD" TYPE WALL MOUNTED LIGHT FIXTURE GRG �(�` DATE NOTE: PROVIDE (5) PORCELAIN-TYPE INCANDESCENT FIXTURES IN I I-20-0I$ BASEMENT ON A 3-WAY 5WITCHING SYSTEM, CONTROLLED FROM EACH STAIRWAY, OTHERWI5E, PROVIDE MAIN PANEL BOARD 8 ALL SCALE PROJECT NO. MECHANICAL CIRCUITING A5 REQUIRED IN BASEMENT. 1/4" I I