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HomeMy WebLinkAbout27782-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29159 Date: 12/27/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 790 OAK ST CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 136 Block 1 Lot 38 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 9, 2001 pursuant to which Building Permit No. 27782-Z dated OCTOBER 14, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to SALVATORE & SUSANNE PALACINO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0042 12/24/02 ELECTRICAL CERTIFICATE NO. 1045603 10/04/02 PLUMBERS CERTIFICATION DATED 12/04/02 MATHEW J SCHIBI 7 v th rize 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. 27782 Z Date OCTOBER 14 , 2001 Permission is hereby granted to : SALVATORE PALACINO 11 WHEELRIGHT WAY SMITHTOWN,NY 11787 for NEW CONSTRUCTION OF A FOUR BEDROOM SINGLE FAMILY DWELLING WITH A TWO CAR GARAGE AS APPLIED FOR WITH TOWN TRUSTEE ' S (4998) & NY DEC APPROVALS at premises located at 790 OAK ST CUTCHOGUE County Tax Map No. 473889 Section 136 Block 0001 Lot No_ 038 pursuant to application dated OCTOBER 9, 2001 and approved by the Building Inspector. Fee $ 1, 475 . 40 Authorize ignature COPY Rev. 2/19/98 612 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. /2/2 7 /O Z New Construction: ✓ Old or Pre-existing Building: (check one). Location of Property:_790 90 0 A t< �TR E 7 C L) T c 14 0,4 V F House No. Street Hamlet Owner or Owners of Property: Si4 L-V 447)R E i SU S A S n/F FA L A L I N O Suffolk County Tax Map No 1000, Section / 3 (0 Block / Lot 28 Subdivision Filed Map. CUGENE r+EtcdrsLot: 3,1 - 3 7 Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 1 10 ec, &3 D Applic /r nature,, !�'an.�s ��5. o��gpFFO(xcoG 0 N Town Hall;53095 Main Road %AO- Fax(631) 765-1823 P.O. Box 1179 �i O`� Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 2- 7 7 /� 2 Owner: SL.� I✓C re ) 1 a c f vl CJ (please print) J Plumber. / ' � dl�► 1P� � • �G�iUI (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 7( i r �14nbers ignature) -- ---Sworntotiefore mefhis day of� 200 Notary Public, w '4' County FRANK wY J�arNY No.01R0104M Qualified In SUFFOLK COUNTY Commission 80 "141.2008 a ��rs��r��n�n�rs��nr��n�l-�n�n��nr�rn���n�nrs�rn�nrrrnr��n�r����n�rn��r�nrsrr��n�nrs�nt:n�rsr:n t:n�r�rr�r�� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 5 KC ANDERSON ELECTRIC SALVATORE PALACINO LSJ P.O. BOX 16 790 OAK SREET7c MILLER PLACE, NY 11764-0016, CUTCHOGUE, NY 11935 55 Located at 790 OAK SREET CUTCHOGUE, NY 1 i935 5 Application Number: 1045603 Certificate Number: 1045603 c7 Section: Block: Lot: Building Permit- 77822 BDC: NS11 �5 Described as a Residential occupancy, wherein the premises electrical system consisting ofc—1 5 electrical devices and wiring, described below, located in/on the premises at: 5 SBasement,First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 Swas inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 �j found to be in compliance therewith on the 4th Day of October,2002. 5 5 Name QTY Rate Rating Circuit Type 5 55 Alarm and Emergency Equipment 5 r Sensor 2 0 Carbon Monoxide 5,7 Sensor 8 0 Smoke C5 Appliances and Accessories Lj 5 5 Exhaust Fan 3 0 F.H.P. C5 Hydro Massage Tub,Residential i 0 Lj 5 5 Oven 2 0 7.8 KW 5 Dish Washer 1 0 1.2 KW 5 Pump/Motor 1 0 1 H.P. 5 Furnace 1 0 Oil 5 Air Conditioner 1 0 18,000 BTU 5 5 Air Conditioner 1 0 42.000 BTU 5 5 Wiring and Devices 5 5 Receptacle 45 0 General Purpose 5 5 Receptacle 53 0 General Purpose 5 5 Fixture 51 0 Incandescent 5 5 Arc Fault Circuit Interrupter 4 0 15 amp seal 5 Paddle Fan 6 0 Continued on Next Page 1 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 O rPrJ�cPr�rJ�rJ�r�rJ�rJ�rJ�r�rJ�rJ�r�r�rJ�rPrJ�rJ�r1rJ�rJ�r�rJ�rJ��Pr�rJ@PrsrJ�rJ�rPcfrJ�ra WOE MOc Effldd PrJ'rJ�r1 PCjE3r.PrJPM O5 rlrJ�rJ�rJ�r�r�r�rJ�cPrJ�rJ�rJ�rJ�rJ�rPr�cPrJr�rJrJ�rJ�rlr�rJ��PrJ�rJ�rJ�rJ1�rJE.Pc.1 EJ�rJ�rJ�rJ�rPcPrJ�r�r�rJ��JrJ�rJ�rJ rJ�cP�JrJ�rJr�rJ� O 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 C5 BUREAU OF ELECTRICITY 5 40 FULTON STREET -- NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 KC ANDERSON ELECTRIC SALVATORE PALACINO C5 5 P.O. BOX 16 790 OAK SREET 5 5 MILLER PLACE, NY 11764-0016, CUTCHOGUE, NY 11935 5 Located at 790 OAK SREET Ci1TCHOGUE, NY 11935 5 Application Number: 1045603 Certificate Number: 1045603 5 5 5 Section: Block: Lot: Building Permit'277822 BDC: NS11 5 g 5 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,Attached Garage,Outside,Attic, 5 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 rj found to be in compliance therewith on the 4th Day of October,2002. 5 5 Name 4TY Rate Rating Circuit Tvoe 5 5 Receptacle 1 0 20 amp Laundry C5 5 Receptacle 1 0 30 amp Dryer 5 5 Receptacle 10 0 GFCI 5 Service 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 Sea, 5 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 [ill rJ@nrJ@nr�rJ�r�rJ�rJ�rJ��J�r�r�cnrrrJ�c rrJ�rJ�rJ�rPrrr�rJ��nrJ��n�nrJ�c rrJflPrJ�rJr 11: 11: ffrC3�rrLrj:3 rJjJ��nrJ�c rr�Gnr�rr� cn rr�rJ� t7 //AA 2ND FLOOR JOIST WITH HOLES tn,i� -A�Busiw� TJ-Beam(rM)6.02 serielN :7002005404 117/8" TJI@/Pro(TM)-250 @ 16" o/c UawPagel 4/12M2version: MEMBER IS INSUFFICIENT !J Paget Engine version:1.2.1 Z S�/Z /C ii.P.stfL Sit— '1 1 1 eta. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration, 10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 375/125/0)500 Al:Blocking 1 Ply TJI®/Pro(TM)-250 2 Stud wall 3.50" 3.50" 375/1;25/0/500 Al:Blocking 1 Ply TJI®/Pro(TM)-250 -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking TJI HOLES: Diameter Height Width Left End To Top Hole Center Span Design Control Comment Circular 3.50" - - 17'8 3/4" Span 1 HOLE @ 5.25"DOWN FROM TOP Circular 0.75" - - 18'3 1/8" Span 1 HOLE @ 3.875"UP FROM BOTTOM Circular 1.50" - - 17'11 3/4" Span 1 HOLE @ 2.875"UP FROM BOTTOM Circular 1.50" - - 17'5 3/4" Span 1 HOLE @ 2.875"UP FROM BOTTOM -A hole is located too Gose to a support,concentrated load,or another hole. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 489 484 1420 Passed(34%) Lt.end Span 1 under Floor loading Vertical Reaction(Ibs) 489 489 1420 Passed(34%) Bearing 1 under Floor loading Moment(Ft-Lbs) 2241 2241 4430 Passed(51%) MID Span 1 under Floor loading Live Load Defl(in) 0.288 0.458 Passed(U764) MID Span 1 under Floor loading Total Load Defl(in) 0.384 0.917 Passed(U573) MID Span 1 under Floor loading TJPro 34 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32",5/8"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span Rating)decking. The controlling span is supported by walls. Additi ' erations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison PO 9 �O PROJECT INFORMATION: ? RATOR INFORMATION: LOT/BLOCK 1000-136-1-38r L liver 790 OAK STREET m c r Joist,A Weyerhaeuser Company CUTCHOGUE,NY I c. �' 51 A Centre Blvd "D arlton,New Jersy 08053 ! ORIA Phone: 1-856-596-5555 x3021 I Fax : 1-856-985-9806 {I OliverJ@TrusJoist.com J �i Copyright a 2001 by True Joist, a Weyerhaeusgr Business TJI• and TJ-Beam0 are registered trademarks f True Joist. e-I Joist",Pro" and TJ-Pro" are trademarks o True Joist. C:\WINDOWS\Desktop\TECH CALLS\HARMONY HOMES\2 FLOOR JOIST 04-12-02.sma Jjf2ND FLOOR JOIST WITH HOLES 6#1 n.TJ-Bedm(TM)6.02 Serial Nu�70022oo6+oa 117/8" TJI@/Pro(TM)-250 @ 16 o/c User 0 4/12102 4:31:44 PM Paget Engine version:1.2.1 MEMBER IS INSUFFICIENT ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others( )and must be verged and approved for the spec application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -A hole is located too Gose to a support,concentrated load,or another hole. Operator Notes: HARMONY HOMES BUILDERS, INC. 55 CHESTNUT STREET MOUNT SINAI,NY 11766 ATTN:BRUCE MADONNA PHONE:631-928-0553 FAX :631-928-0553 any ^ ,�a��• Install 1 I/4"Rim Board with%"plywood filler in Web. Attach with 2 Rows l Od nails 4"on-center. Piping should be removed from Holes to install reinforcement. Holes may be redrilled in reinforcement to reinstall piping. Alternate repair is to install additional undamaged Joist adjacent to joists with holes. c�NSEO PRO'p, \� POSERr9 s�0 Z Z6 m m a PROJECT INFORMATION: >3 g RATOR INFORMATION: LOT/BLOCK 1000-136-1-38 A /) YORK m Oliver 790 OAK STREET III' II TrusJoist,A Weyerhaeuser Company CUTCHOGUE,NY i 104A Centre Blvd 1 Marlton, New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 OliverJ@TrusJoist.com Copyright * 2001 by True Joint, a Weyerhaeuse 'Business - TJI* and TJ-Beam* are registered trademarks o True Joist. e-I Joist',Pro' and TJ-Pro' are trademarks of True Joist. C:\WINDOWS\Desktop\TECH CALLS\HARMONY HOMES\2ND FLOOR JOIST 04-12-02.sms A 1ST FLOOR JOIST WITH HOLES 46n I �V TJ-eeam(TM)6.02 serial A .7002005406 11 7/8" TJI®/Pro(TM)-250 @ 16" o/c User., VB : . .1 MEMBER IS INSUFFICIENT Z SES REP4sk /J�rerc- Sir 2. 0 Elm El Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length live/Dead/Uplift/Total 1 Stud wall 5.50" 5.50" 504/126/0/631 A1:Blocking 1 Ply TJI®/Pro(TM)-250 2 Stud wall 3.50" 3.50" 4961124/0/619 Al:Blocking 1 Ply TJI®/Pro(TM)-250 -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits:End supports, 3 1/2".Intermediate supports,3 1/2" with web stiffeners and 5 1/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking TJI HOLES: Diameter Height Width Left End To Top Hole Center Span Design Control Comment Rectangular - 5.00" 10.50" 17'83/4" Span 1 CL @ 6.5"DOWN FROM TOP -A hole is located too Gose to a support,concentrated load,or another hole. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 606 -600 1420 Passed(42%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 606 606 1420 Passed(43%) Bearing 1 under Floor loading Moment(Ft-Lbs) 2750 2750 4430 Passed(62%) MID Span 1 under Floor loading Live Load Dell(in) 0.371 0.454 Passed(U587) MID Span 1 under Floor loading Total Load Defl(in) 0.464 0.908 Passed(U470) MID Span 1 under Floor loading TJPro 35 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32",5/8"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparis c1` PRO'ce S /v„`,,U ER 14 �? is c p PROJECT INFORMATION: m PE OR INFORMATION: LOT/BLOCK 1000-136-1-38 im Oliver 790 OAK STREET o TrusJoist,A Weyerhaeuser Company CUTCHOGUE,NY 3 0 104A Centre Blvd OP's` Marlton, New Jersy 08053 f i Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 OliverJ@TrusJoist.com �l Copyright a 2001 by True Joist, aNeyerhae er Basins. TJI• and TJ-Beam® are registered trademark of True Joist. e-I Joist',Pro' and TJ-Pro' are trademark. f TruB Joist. C:\WINDOWS\Desktop\TECH CALLS\HARMONY HOME \1ST FLOOR JOIST 04-12-02.sms ®� vo /� 1ST FLOOR JOIST WITH HOLES I '"� "� 117/8" TJI®/Pro TM -250 ^^ 16" o/c UserTJ Beam")6.02 Serial N :700200N04 V Paget 9442 rsim:PM MEMBER IS INSUFFICIENT Page 2 Engine Version:72.1 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others( )and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -A hole is located too Gose to a support,concentrated load,or another hole. Operator Notes: HARMONY HOMES BUILDERS,INC. 55 CHESTNUT STREET MOUNT SINAI,NY 11766 ATTN:BRUCE MADONNA PHONE:631-928-0553 FAX :631-928-0553 Ll —0 I 1 Install 1 1/4" Rim Board with V plywood filler in Web. Attach with 2 Rows 10d nails 4"on-center. Relocate piping from hole. 't^ -PROF"SS \G P06ERT 9 p� N m rn s m z X _� PROJECT INFORMATION: A �� RATOR INFORMATION: LOT/BLOCK 1000-136-1-38 // '00B a ' Oliver 790 OAK STREET I Ib YrusJoist,A Weyerhaeuser Company CUTCHOGUE,NY ''I 104A Centre Blvd I Marlton,New Jersy 08053 if i 1 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 OliverJ@TrusJoist.com Copyright C 2001 by True Joist, a Weyerhaeuepr Business TJI• and TJ-Beam* are registered trademarks of Trus Joist. e-I Joist',Pro- and TJ-Pro" are trademarks of True Joist. C,\WINDOWS\Desktop\TECH CALLS\HARMONY HOMES\1ST FLOOR JOIST 04-12-02.sms Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/02/01 Receipt#: 1824 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 1824 Total Paid: $10.00 Name: Harmony, Homes Inc 9 Shore Road Mt Sinai, NY 11766 Clerk ID: LYNDAB Intemal ID:40683 File No.: RH80014057 Commonwealth Land Title Insurance Company 177 Old Country Road, PO Box 419 Riverhead, NY 11901-0203 Phone: 631-727-7760 Fax: 631-727-7818 Commonwealth SINGLE AND SEPARATE SEARCH Effective Date: 9-18-2001 Title No. RH80014057 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD THAT it has caused a search to be made in the Office of the Clerk of the County of SUFFOLK, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 5-14-71 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time since 5-14-71. This Company's liability is limited to Twenty-five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 790 OAK STREET, CUTCHOGUE, NY District: 1000 Section: 136.00 Block: 01.00 Lot: 038.000 County: SUFFOLK T/O: SOUTHOLD Commonwealth Land Title Insurance Company BY: NCENT SETTE BRANCH MANAGER Title Number: RH80014057 Dated: October 8, 2001 Single and Separate Search TQ20015NY (07/00) File No.: RH80014057 CHAIN OF TITLE FOR SUBJECT PREMISES: Lots 34-37, Map of Eugene Heights, filed 10-29-26 as Map No. 856: District: 1000 Section: 136.00 Block: 01.00 Lot: 038.000 Edward F. Hindermann Dated 2/13/56 and Joan Hindermann, his wife Rec'd: 2/28/56 To Liber 4076 cp 528 John Oechslin and Frances L. Oechslin, his wife John Oechslin and Frances L. Oechslin, his wife Dated: 2/1/79 To Rec'd: 2/5/79 Ernest M. Guettinger Liber 8578 cp 202 Ernest M. Guettinger Dated: 12/9/1999 To Rec'd: 1/11/2000 Salvatore Palacino and Susanne Palacino, his wife Liber 12012 cp 932 LAST RECORD OWNER STATE OF NEW YORK ) )ss: COUNTY OF SUFFOLK ) VINCENT SETTE, being duly sworn, deposes and says: That he is a Vice President of Commonwealth Land Title Insurance Company, That the above is a true Chain of Title of the subject premises as shown on the variance search under the above captioned title number. Commonwea�lt�h� Land -Title Insurance Company Subscribed and Sworn to before me G�G��J%Clit/ this 8t" day of October, 2001. BY: VINCENT SETTE BRANCH MANAGER N ary Public JANA M.PRINDI.E Notary Public,State of New York Single and Separate Search No.01•PR4911757 Qualified In Suffolk Counk Commission E)Vros Nov 16, File No.: RH80014057 CHAIN OF TITLE FOR PREMISES ADJACENT NORTH: Lots 38-40, Map of Eugene Heights, filed 10-29-26 as Map No. 856: District: 1000 Section: 136.00 Block: 01.00 Lot: 037.000 Vincent Voelker Dated: 5/14/71 To Rec'd: 5/27/71 Ernest M. Guettinger and Joan Liber 6937 cp 401 Guettinger, his wife LAST RECORD OWNER CHAIN OF TITLE FOR PREMISES ADJACENT EAST: "EAST CREEK (Eugene's Creek)" Commonwealth Land Title Insurance Company Subscribed and Sworn to before me this 8th day of October, 2001. BY: INCENT SETTE BRANCH MANAGER Not Public JANA M.PRIND!,E Single and Separate Search Notary Public,State of Now York 9 P No.01•PF14911757 Qualified in Suffolk County s Commission E)Vres Nov.16,� File No.: RH80014057 CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH: Lots 32 and 33, Map of Eugene Heights, filed 10-29-26 as Map No. 856: District: 1000 Section: 136.00 Block: 01.00 Lot: 039.000 Lillian Ott Kling Dated: 11/25/57 To Rec'd: 11/25/57 Nathan Kling and Lillian Ott Kling, his wife Liber 4396 cp 469 (Lillian Kling a/k/a Lillian Ott Kling died 3/29/83 (1816P83) Lillian Donovan and Margaret Ott, as Devisees under Dated: 4/19/84 The Last Will and Testament of Lillian Ott Kling a/k/a Recd: 5/11/84 Lillian Kling who died a resident of Suffolk County on Liber 9561 cp 230 3/29/83 to Joseph Robert Dempsey and Frances Marie Dempsey, his wife Joseph Robert Dempsey and Frances Marie Dempsey, Dated: 7/11/86 his wife Rec'd: 9/8/86 to Liber 10117 cp 223 James Long and Nancy Long, his wife James Long and Nancy Long, his wife Dated: 5/25/93 To Recd: 6/8/93 William Felix and Iva M. Felix, his wife Liber 11632 cp 175 LAST RECORD OWNER Commonwealth Land Title Insurance Company Subscribed and Sworn to before me this 8t'' day of October, 2001. BY: life VINCENT SETTE BRANCH MANAGER Ait� 7/ Not PUbIIC r JANA M.PRINDLE Notary Public,State of flew York Single and Separate Search No.01-PR4911757 Clualitied In Suffolk Cour. Commission Expires Not 16,2 File No.: RH80014057 CHAIN OF TITLE FOR PREMISES ADJACENT WEST: "OAK STREET" STATE OF NEW YORK ) )ss: COUNTY OF SUFFOLK ) VINCENT SETTE, being duly sworn, deposes and says: That he is a Vice President of Commonwealth Land Title Insurance Company, That the above are true Chains of Title of the adjoining premises as shown on the records of the Clerk of the County of Suffolk and the Variance search under the above captioned title number. Commonwealth Land Title Insurance Company Subscribed and Sworn to before me ��-- this 81' day of October, 2001. BY: VINCENT SETTE Gf� BRANCH MANAGER ary Public JANAM.PRINDLE Notsy Public,Stale of New y0ft Single and Separate Search No.01•PR4811757 Qualified In Suft Counly. Commission E)OretNov.16,� Albert J. Krupski, President �O$VFFD��C Town Hall James King,Vice-President h�0 OGy 53095 Route 25 Henry Smith c P.O.Box 1179 Artie Foster GoaZ Southold, New York 11971-0959 Ken Poliwoda 5 !.F Telephone(631) 765-1892 �JOl �a0 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES May 25. 2001 TOWN OF SOUTHOLD Mr. &Mrs. Salvatore Palacino 11 Wheelright Way Smithtown,NY 11787 RE: 790 Oak Street Cutchogue,NY. SCTM# 1000-136-01-38 Dear Mr.&Mrs. Palacino:: The following action was taken at the Southold Town Board of Trustees Regular Meeting on May 24, 2001 RESOLVED, that the Southold Town Board of Trustees grant a one year extension to Permit #4998 to construct a single family dwelling with deck with condition that no turf be seaward of the line of haybales that will be placed during construction and that gutters and drywells be constructed to contain roof runoff. However, this determination is not a determination from any other agency. If you have any questions,please contact our office at 765-1892. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK/cj c 101. x i 10 Board Of Southold Town Trustees Y' SOUTHOLD, NEW YORK PERMIT NO. DATE: ..MAY ?61- J999 SALVATORE...PALACINO_.............__.. ......._._........... ISSUED TO ............................. -a ,1�lLIti�Art�ttttun .y Pursuant to the provisions of Chapter 615 of the Laws of 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- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the 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 ..Ma-y.._.26.,-...1999 and in consideration of the sum of $.... 59.49....... paid by Catherine .Mesiano for SALVA'I ORF ...PALAC.IN.0.................... .Y of .............CutchogU.e................ ....... N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit to constr. a single fam. dwell. with deck with condit. that no turf be seaward of the line of haybales that will - be placed during constr. and that gutters & drywells be constr; to co twin roof runoff a� in accordance wifh the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- - by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. t ,r ' ........! _ ................ �. " Trustees New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One Building 40-SUNY,Stony Brook, New York 11790-2356 v Phone: (516)444-0365 FAX: (516) 444-0360 John P.Cahill Commissioner Mr Salvatore Palacino March 29, 1999 11 Wheehight Way Smithtown,NY 11787 Re: 1-4738-02211/00001 790 Oak Street,Cutchogue SCTM# 1000-136-1-38 Dear Mr Palacino, Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that: The portion of the property(referenced above) which is located landward of the topographic crest of the bluff as shown on the survey by John C Ehlers,and last revised 2-25-99,is not within NYSDEC Tidal Wetland jurisdiction. Oa— 1ke- /O ` COn fO uv& wh lc h t r- iJ MOST �ccrtd wa.�L/ p� fy,Q Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 66 1)no permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20' wide construction area) or erecting a temporary fence,barrier,or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Ve trulyy o Ro Evans Sir, _AN De Regional Permit Administrator cc: esiano File �}1 BUILDING PERMIT REVIEW CHECK LIST �30OK 1 j7gy DATE REVIEWED: APPLICANT NAME: A �G ci � � /7 e c 4 y /7`�' —s DATE SUBMITTED: /o/ 9 /01 SCTM# --- DISTRICT: 1,000 SECTION: /3C BLOCK:_ LOT: ifs STREET: 790 eo/C CITY:_ tlio ur SUBDIV. NAME: r/,�, PROJECT DESCRIPTION: ADD.ALT.ACC 0 N/D:, 4 6ic'15 - ?_ �� ��r4�,< <a�/�r� j,_v <« ZONING DISTRIC (R40 R80 AC CONFORMING: YES om NO REQUIRED REQUIRED REQUIRED FRONT: ?`C) ' PROPOSED: Sca SIDE YD: PROPOSED: AZ '/-39 ' REAR: So ' PROPOSED: //O ' LOT COVERAGE: TOTAL:,2aw sf/D% FLOOD COMPLIANCE ZONE: PRE-FIRM 3/18/80 PANEL #: FLOOD ZONE:_X AGENCY PERMITS REQUIRED FOR RE W: TOWN SPETIC PERMIT: r NO SUFFOLK COUNTY HEALTH DEPT: YE r NO, (BED #): NEW YORK STATE DEC: PRE-DEC 9/1/7 or NO 512-fh 9 SOUTHOLD TOWN TRUSTEES: E or NO 94& irl>.s/oiler ,4 Scg./•T -v�c ,� So' „ TOWN PLAN. BOARD APPROVAL: YES o /F &44FTOWN HISTORICAL PRE (SPLIA): YES o TOWN ZONING BOARD APPROVAL: YES or NOTES: FEE STRUCTURE: FOUNDATION: /9-lt 7 SF FIRST FLOOR 'SFr l SF SECOND FLR ?'f o SF INIT OTHER TOTAL TOTAL: S26S SF FEE FEE FEE TSF)- ( 8S6 SF)= /8 SF X $ -3Z5 _$ /3,2! +$ 1-<6 —+$ / _ $ / STATE OF NEW YORK ) ss: COUNTY OF SUFFOLK ) el--� _ NFiL�being duly sworn, deposes and says: Thhatt�de�ponent is over the age of 18 years and resides at I .E-j /Pij 4,N 9Y That on the 0 day of 4*0" • , 2001 deponent architect/engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR); said plans pertain to property located at SCTM# 1000- 13& –l -3? , street address 7 U o a K St Ar itect/Engineer Sworn to before me this day of 0_, 2001. CLAFIE RUDDEN t "Dwy, Stats Of New York 0 NoIn Suffolk Courriy �5 0 Expir Aug.2d, �� .pO °a 74AW cc: Applicant �T 9T 027935 FOF Nc. M-1802 BUILDING DEPT. JNSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC S CHIMNEY REMARKS: Z<V-� DATE ) 3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FO ATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: �•�, C- DATE C9 INSPECTOR M-lW2 BUILDING DEPT. INSPECTIO [ ] FOU ATION IST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ F MING [ ] FINAL [ FIREP'E CHIMNEY REMARKS: G DATE `� �� O� INSPECTOR 7GS-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] "DATION 2ND [ INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 5t`7l/ u/ cloc:1 AX— ;�Li L 0---) DATE 0 'e, INSPECTOR M� C)i 7i>42� 765-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ FRAMING [ ] FINAL [ FIREPLACE & CHIMNEY REMARKS: DATE v INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLAC/E�& CHIMNEY REMARKS: J DATE lD © © l� INSPECTOR RPM �.� t .f, _ a 1p '� UMMA - � FOU 1 1 •�� �`' .rte- _.I" � - .• 1V� r 01 OAF r TOWN OF SOU!'HOI D BUiLDIN0 F&Wf AFY11CMION CH.B.CWK! BUILDING DEPARTMENT Do you bsvo or need the Wrhw.,before appy TO*N HALL Board ofHeelth Z SOUTHOLD,NY 11971 3 sets of Buildia8 Plsas ---� TEL: 765-1802 surm-� PERMIT N0. s4ptlaZ &aia-y� xY.SA.B.C. ✓ . Tkusteee Examiwd !d •! 20 G/ Comm - Approved /d 9` ?A a/ Mail to; Dis%vxoved a/c .1'hame: M BW1diilg ctor OCT - 9 FOR BUILDING PERMIT, Date,�Jc4D e r 1 20< BLDG.°��T INSTRUCTIONS a.This application MUST be completely Shed in by typewriter or in ink and subntted to the Building Inspector Wit sets ofplans,accurate plot plan to sola.Foe according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoiamg pr+cnmises or public streets areas,and waterways. c.The wank covered by this application may not be commenced before issuance ofBuilding Permit. d.Upon approval of this application,the Building Inspector will issue a Bugdiag Permit to time apphcanL Such a pea shalt be kept on the premises available for inspection throgShout the work a.No building shall be occupied or used in whole or inpart for any purpose what w-overuntil a Certificate of Occu; is issued by the Building Inspector, APPLICATION IS H EMY MADB to the BuildingDepartmmt.for the issumi m of a BuildingPermit pursuant to th Building Zone Ondiaanoe of the Town of Southold,SuTD&County,Now Yo*,and other applicable Laws,Ordinances or Regulations,for tha oonshuctioa ofbml&aA additions,or alterations or for removal or dmoolition as flex-cin described.The applicant agrees to comply with all agplicable laws,ordinances,building code,housing oode,and vVulations,and to admit. authorized inspect(rsonpiomises and in building for noceswy impecd=, - - ' � }� A2t�o►vY f��±�t~ ��utr-��Rx --�Nc : (Signatrav of applicant orna ai if a cmporation) S t�}o 2E 9.00,D W E ST 3 Meru N T 51.4J Aj Wafts(11£LA-) Ya i� aftws ofv0ianat) c 1l *766 State whether applicant is owner,lessee, agent, architect,engineer,general contractor, electrician,plumber or bum t3 U► t-.P r-- Name =Name of owner of premises A Lv ATo kra TAt-.+k c.i N o N N a 1=,A L A r—a.AJ o (as on the tax roll or latest deed) if sgnizofices ?dal or (Name and title of officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ,...7,d 3FIAJ3 7C3 o U'A Y- (!-U-rcl�� ��y, �IAIISa Number StICat hamlet a Y .r t r rot!xu{t County Tax Map No. 1000 Section 1 3 Ca Block Lot '3 8 Subdivision Filed Map No. 8 5'6 .Lot (Ntttno) C.4 and h ided use Md OCGipffitC�►b� moo»: �ateeed�ms'nsa>�oeyo�pr�mts �. IL 'Existing use and oompsaW V A c A A!T tr A.A! D b. .b t6lded use and oc cvaac3' S►N G�- ' F A/`^ t r^Y D t Addition._ Alteration' Nature of work(check which applicable):New Reffi -- R air ovall_D�oMon Other Work ep _ (DePti�) Estimated•Cast 3 D D o Fes (to be paid on filing his apphcation) If dwelling,number of dwelling units �_.. Number of dwelling emits an each floor - If garage, number of cars Nbusiness,c6mmercial or wed occapancy,specify nature and extent of each type of use. N /k Dimensions of existing structures.,if any:Front Rear __ Depth- Height -- Number of Stories Dimensions of same structure V th alterations or additions: Front Rear Depth Height Numbe�.of Stories.-• Dimensions Of en&v new conshuction:Frontes l Rear c�'3 D rZ• Height 2 Number of Stories ' Q Size of lot:Front_rf a Q / Rear ��f rj. $ 8• Deoth 2 7 3 0.'Date of Purchase• t Zane of Fomrer Owner. U e _ 1.Zone or use d"nstdct in which premises aro situated 14 . 2.Does proposed constmotion violate any zoning law,ordinance or regulation: 3.Will lot be r"pded / Will expew fill be removed from premises: YES0 SAI-vAwwr 1p/+tACIAJO Il Wf}� LWQ�Gi�TW+��?' 4.Names ofO-VMCrofpremjSe3SUS'ANWE AILAt(Rr@ ;'Mrr" rawN NY 117dPhOIIC.�O. Name of Architect n b .o c o a N&a Address 6n. CA XL a�!� h Phare No Name of Contmctor/lA9Mv N Y E -OA I E- Address 9:500 2 t 120 .w Phone No. G 3i 926 o6—S , - 74ulG►7g+es Mr VIAIA-1 AY 117640 5.Is this property within.100 feet of a tidal wetland? *YES ✓ NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6.Provide survey,to scale,with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. TATE OF NEW YORK SS: OUNTY OF r u c e. 1 ( 0._ o it being duly sworn;deposes and says that(s)bo is the applicant (Name of inadividbal sigaiag contract)above named, 5�' isthe—l? ki I ICeC (Contractor,Agent,Corporate Officer,etc.) f said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this on; tat all statements contained in this application are true to the best of his knowledge and belieg and that the work mfonned in the manner set fardt In the applicationMed therewith. wom to before me this y 4d NotMy albNq 8MM Of N lbrk My Cou Signatume of App 2 20pZ . 5LIRVEY OF LOTS # 34-37 "M^P OF EUGENE HEIGHTS" TAX Lo REv 00125-aa FILED WITH THE COUNTY AS # 856Diye N AMENDED 03-05-99 SITUATE: CUTCHOGUE pierce 04-29-qa, 05-17-aa, 1 �_ 06-29-9q TOWN OF SOUTHOLD W t E SUFFOLK GOUNTY TAX # SUFFOLK GOUNTY, NY 1000 - 136 - I - 38 S GERTIFIED TO: Test Hole SAL PALAGINO obtained OI-13-qq w SUSANNE PALAGINO of High Tide N 0 (not to scale) .- 0 0.5 a t p o 30 U 0 A182°O1'10"E � � � I i° V, n 5._ 100,From.., _ , p0 _ 3 lr-ov.' -' S ---- 100' it l _ P_ - Z Ye, oP water - A Proposed /¢ - Pervious W /d" O Drive O ,egg �� °'.°Q'l .hole ./N t `,`L�Q rq. _ / —J Ot ci.,.., les1 om 81Uffe g /` / �. fib',.- _ �F — 50' 45 proposed /,d� is o Dwelling ./ / w� 17 2put O a .- , -0 1\^ �-V 4E5' 00 aaw O -- -- Ink" ae s 5/ ()L,,- lTY rjF :R i 'I OF FIEALTH SERVICES o 207.80 i S n�y,a .., deck - ^ ...�s T,T y. v� » �7 9 a T;cwry^ x4?.UCTC ')NT FOTO'A 1i iiW Exlsting - , ♦:!..1 `9.6A c`l�i .C,JIS i. . NOTES: 582,°01 pweu ng I I -- S: d'�1.�..t'.ai�i.y��-r_�:;,.�. i'� ■ --- 0 :_ - i Y"3�'.' D E is 0 1J kS I.i; .11�✓, I V7 y MONUMENT FOUND C PIPE FOUND ''zaL�/E �-- I HEDGE FOR fd Fawr- :i; AREA =27,331 5F OR 0.63 AGRES I EXPIRRE5TH'ILEYEA. S c:'1:^: ATE OF APPROVAL ELEVATIONS REFER TO M5L N6VD '2Q L - Approved in accor_dua?Ce will �S�caroof Review tp melY.:'1.17n dated— mtoad t wryje t y Eavnon a[ezlsu v e1 a or aXa v nnon nosodvism2. "e dr Xe.York scale eeureuof tev.' pF NFU/ omy eoelesnrrom nrugmal m g arke9.1[5 a ort9sons Oi tfe to'd z veyer C. -� aemoea eel shall aeree there value true btes' �� 'C-tOtcanonslnd,c:tld hereon oance sightlysm throeat thio surrey.az oreoaro t act orve. _o,y[ode m aroma¢ for tone surveys aebocee oy [ne Nev fork scale Assonauon of....asstonal rano surveyor¢. sato cerurmanons shoo r nmy y [o the behalf for vhom the sur 1` vey is prepared. afo of his behalf to cn ttl Deny governmen I' tat agaony and landmq matt[n 1'steo n hsof afe to the a o cess by the lenei g ['t non. Lernitca r Ir nonssare not transferable to addltmna] ins[itu[if ns .%11 Hp SFO LAN gJP� N. Y.S. LIC. NO. 50202 6RAPHIG SCALE 1"= 40' JOHN C. EHLERS LAND SURVEYOR - 5 EAST MAIN STREET RIVERHEAD, N.Y. 11901 369-6288 Fax 369-8287 REFERENCE # 99-103D G' R � OF LOTS # 34_31 SURVEYED 2-25-99 JVI�YL I J TAX LOT REV. 02-25-99 e yKW OF I�� HEIC-+rMl AMENDED 03—OS—G9 FILED HITH THE GOUNIY AS # 8561JriVe N 06-2G—G9, Ol-21—9 SITUATES GUTGHOGUE pierce Oa-2,-01 TOMOF SOUTNOLD W E SUFFOLK GOUNTY TAX u SUFFOLK M NIY, NY 1000 — 136 — I — 38 S GERTIFIED TO: SAL PALAGINO SUSANNE PALAGINO w 0 N Existing �cp pwel ling ,Q o vu " I i Y Ci ♦ f ^ 73� I � ' gEl(CI�O) Ea 00 VL ry R ro `V d tett BIUFF pf0 pge11MLJ QC W , ; . i 4 2D - _ o l r f S ,ter. -- 20'1.80' $82°Ol'l���W DW'elling f� I NOTES: G. NE�� add o,,I,g ec aneraoi cn o ,reu.cn m a er.ar Eit0.'army a act an o lanerSoeve yors sea,alz a C � za,an on or:eruon vtoe. seo-mw+zon z, o, ma .York Stet!EOueat:d"La..' ■ MONUMENT FOUND yQp�'� F'S'�� — Sorry ld,.ea ,ram the r,y,ta, tn,.=r.av dee.ztn a ri yi ta,ncr the tapes r.erdr- a[ampee Seat snaltobe con.iaereo to be+et lo,e5e O PIPE FOUND cle -cert,ncati ons inmcatea n ,,Sniry that tms st.er.z oreeareI i o�mnca Stn I e- HEDGE by the Ne.York stat P t Uuhy ehoe or Fract , L e S r o oleo AREA =21,331 5F OR 0.63 AGRE5 J and snr.erara said t p t, n- �i Q to the yer:cn mr n t .ey c e e. / and on m.oe natr t m t u mpa y, q ��ws No Fr n ,(L// tm aye'ly ane ,ending t t t' tst e n ed ELEVATIONS REFER TO MSL N6VD '2G YY FAY Ca,.7 `j thea are hot et me tee y ne c Lions l t idnsaa t trate,...no to admuht.t m ulcuohs J WELL AND SEPTIG PREVIOUSLY APPROVED BY 5GDH5 REFERENGED BY #RIO-9G-42 JOHN C. EHLERS LAND SURVEYOR 6RAPHIG 5GALE I"= 40' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 --_-, RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 REFERENCE # 99-103D G"fk� OF LOTS # 34-37 SURVEYED 2-25—GG =JV I J TAX LOT REV. 02-25-9G *KW OF EUC7ENE HE16HTJ' AMENDED 03-05—GG FILED P 1TH THE C,O� A5 # 8� Drive N 06-2G-GG, Ol-21Q 9 SITUATE: LAMA 10(R E Pierce 09-21-01, FIND LOG 12-20-01 TOWN OF SOUTHOL.D W E SUFFOLK COUNTY TAX u SUFFOLK WMTYI NY 1000 - 136 - I - 38 $ GERTIFIED TO: SAL FALA61NO SUSANNE PALAGINO F. Existing f I �� 'a swelling 124L. )2 V� I 288.'13' x�rztne Aelc�l BLDG. nEPT. zona T SN F zrl TNOLD P �'„,N NP a, I l.'o 1a 10 � i la /7� V-5!j N92001-'lo O V _o:_ I� �,1 Ctf qj 0/L N cA,,7-#ow- srTc UiclT l zin aosi,:I �r N FpUND � r vlo�q GO w o r T i y i, o` —i'o C9 _ S5'1 A O 5/ t Y , 0 aG -oma Oa 20 .8 deck S82°Ol'lt W Epw'along NOTES: -Ina°tnnrs.ee alteratr nn n nitspn too .ey ■ MONUMENT FOUND QF N f °pea ng a It°anNee lain=°st—n a Seal.:,the; a �mano ° ea nn 7209. aup-mos,nn z. G. E!/ /� "h Mate Ep'tat,5nuar O PIPE FOUND �Q,O� (�t 9� �kao cn°,e• °m t �jp a late z veyon slam°ep aeal non°oe seeren cnaee:- "Certii ications i ca[ee n sight fy that this ssunga cmeaOfry a 1- mee eaeonsu..ey s a0Opts0 HEDGE * tha° .state e ,at,nn of °sr eS s,anal AREA =2-7I331 5F OR 0.63 ACRES 4 _ ae,e;oron Iota cen "9 hs l0,, ,hal, .an snly OQ talaegenc y mea°lemm�g 1 r otoUfonth st eesn ere°ahe oa p n has penal. to the ]e a y. golernmen- o[ne a sl gnees of the lensing anst.tut t o n. Certtflea- O� urns are net Vaotfer.efs Is aam urinal mstttutlons - 502 PJ L NO JOHN C. EHLERS LAND SURVEYOR GRAPH I G SCALE I„= 40- 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 -. __.. RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 HFF: \\HP SERVER\D\PROS\99-903F.pro SURVEYED SURVEY OF LOTS # 34_3 1 NAMENDED 02-25 -25 'MAP OF HEIGFfTS° 03-05—qq, 04-2q—qq, FILED AITH THE COUNTY A5 # 856 w - � E 0-72;Qgq oq 22,of SITUATE: CUTGHOC�UE FND LOG: 12-20-01 11-12-02, TOM OF SOUT TOLD S FINAL: 10-21-02, II-26-02 SUFFOLK COUNTY, NY Tl�`7e, SUFFOLK COUNTY TAX # Pierce iJ 1000 — 136 — 1 — 36 SUFFOLK COUNTY HEALTH DEPT. REF. # RIO — qq — 42 C ERTBFD TO: SAL EALAC INO o SUSANNE]PALAC'.INO N EXiSting pWeliing r 13' 288. - r \ .p o Exne„9 r r \ N82001'10"E t ; r rrr v "1 9 ��O N Q r , i � .�._ � � � / r r r ♦ �, i •J 1,r LA 2 5t y ,, � � N Frome Hous - '° 0 c e wood � ,' , ��,� � e pndl"g < 51" Li (Z) rC ti cn con _ b' / D- wooa / r r r �I j �� 50 °j / ♦ r �� ti� C")p 'l ten. 207 .Ooy b . . / rTl ' Sg °n'1 'aw EXiSting deck � .O'Zaoi Dwelling ^i ` `y " Co C • � OF NFA, NOTES: ° • r Q" ■ MONUMENT FOUND0202 J��o O PIPE FOUND °noutnerleee a,teeation° e "° LAND SVP map Pe army a lareneee loner: verPr�e`solea vl°lotion of section)zo P. or' LAND of`t Ne"r°rYsstate Enucao°n to"ne HEDGEan,y,np,es lrnm the pr,y,na, oft urger stehalley it,a rayl nal °s the loop 5 ver°r s Pao saal elan°oe c°nsmerm to"e rano true AREA =21,331 SF OR 0.63 ACRES Pies. JOHN C. EHLERS LAND SURVEYOR Certillc at-ns inoi cateo n s'ynify t t t"ls vey "s preparers - is[ing Cool ui PraCtiCe"t°r`Le en5urvcys adoptee GRAPHIC SCALE I 40' Py `ne New"°'"-o of—ti-°_=e°`e=,."° 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 Land Sow New Yo sate erttfmau°ne n ll ly 7 ;n Pereen "nom the,°r.ey to Prepared. RIVERHEAD,N.Y. 11901 e l m n Litt panv. sc or �. to,aeye.rr l m y a l ns to low a alyn lone y tie 369-8288 Fax 369-8287 tlenseae 'erem na, titto° RFF: \\Hp server\d\PROS\99-103fnl .pr,o rs�FicE j'Jas w.s r ri'� q �+Y-SL3C e.�J' Ta-+ WAWDOOR / / 5/8" TYPE X 5HT. c 04-1 e l 4 /� Sig ruod� 1/2" COX PLYWOOD `/ 11 SHEATHING DuCkMAr ��COACAvrcum W/ 2 x b TREATED PLATE VINYL SIDING " " � I7P'w//YICRYI. 'TERMITE SHIELD lY TYVEK HOUSE WRAP APPROVED AS NOTED BITUMEN JOINT (1/2') DAT g p .277�y� a 1/2" x 12" HOOKED ° ° O o (1 0 ANCHOR BOLT b'-O" O. G. 4" CONCRETE SLAB W/ d O �OOOoaO Ooh i� 6x6 10/10 WWM FEE: /'��5'.9a BY: j O — a o oo��� NOT Y BUILDING DEPAR NT AT _ FINISHED GRADE PITH .a 765- 802 9 AM TO 4 PM'I R THE a ° IIII I—I I I—I M. ° ° Q d v FOL WING INSPECTIONS: v I I —) 11 ocb 1. F UNDATION - TWO REQ IRED "� �0�a u Q, 1 ¢ CaN7lfILTf'N1. 0 00O O"d' FOUNDAT LAN pbow. 631-85"M F R POURED CONCRETE � z d . I a - o0 0 000 ,� • 2. R UGH - FRAMING PLU BING #' ��� ` a` �� - ° (� ° ° O Oo"o0o00 3. IN ULATION ---- - d 4. FI AL - CONSTRU ION UST 1 � ( � —_—_— B COMPLETE FOR C. + � � ��, 4• 8' 4, >*10►Ulu AWN ALL ONSTRUCTION $ ALL EET C ° IITHE EQUIREMENTS F THEN.Y. b 2",4"r-07WA' COMPACT PILL STAT CONSTRUCTION & EN RGY 4 c COD S. NOT RESPON IBLE FOR t � .° e" POURED coNGRerE �_ e DESI NOR CONSTRUCT I N ERRORS e' FOUNDATION 0 . - 4. 2" x 4" KEYWAY O C C U A J CY OR 8"-Ib' CONTINUOUS T 6" c FOOTING USE UNLAWI= L 0 - ��� t� (2} #4 BARS H UT CERTII` CAT OF OC UPANCY T —201 UNDERWRI RS CERTIFICATERI QUIRED I ;Z IL ` �I BQ (f ♦b 0 a 'b .Q �� (f� ,U I�/ IIf Jf�1f PROVIDE 0 ENINGS FOR - -" �. �►�'"/ EMERGEN ESCAPE AS \ REQUIRED B PART. 714 OF r ' �� �•1 I�' N.Y. STATE B ILDING CODE. •' CONCRETE ,. k NO"CONCRETE OR MASONRY WORK SHALL BE DONE I` k DURING TEMPERATURES,OF 40 DEGREES F.AND /G (JY �_{_'� �. r ..„ - L BE PLACED 0151 /� __ � FALLING.NO CONCRETE,�L DO NOT ROCEED WITH � - ` � -�'� ___ • � .No Al)r�llTluEs SHALL BE - -- - � --- .. �� �i��.Gt.,� -. .,.. - --- b' Rf4 INSULATIONS N SURFACES. FRAMIN UNTIL SURVEY - - ALLOWED CON PERBE M1oN ,5 THE � _ _____ ; � � �(",,,(�!'� � t, - ; - � TO BE MIN.2,500 P.S.I OF FOUN TION LOCATION _ �` � 3' AIR SPACE AT 2$DAYS.;PROVIDE AL-t, AND — - , FOUNDA VE AS . D BY NY . HAS BE N APPROVED. I a _ — — — �`° R� ��°�' W� _..' t � ! i _ � AyF1t•bA,1-T !ROOF 5NIN6LE S CODE TIE]I'ST NTS - _. � 1� ! I I -- � - i � UNLESS V1rISE 1NDI�#i�'ED,ALL FOUNDATION �_ ro L�cT FOOT]NGS. TO BE MIN. 1©"DEEP PROJECTING 6„ j _I r /2" x PLYWOwI r 5H. ON EACH Si!>E'�OF THE FOUNDATION WALL.PROVIDE If copper ubing is used 'f �T TWC}#4 DEPiiMEIJ�.BARS CONTINI)OUS IN THE distributinFg q " for wat 9 — TICK � i in_g shall be �- WELDED s stem; p .. `.. �. ; FOOTING. 4" ALL CONCRETE TO HAVE 1 'I� ;�. � — t+p'" �i�0 i�- � �• II�+i'- `.�. _�_;�'� � ,. r . -� • . . . 6x6 talo WIRE ,. ,. ANCHOR v .wJ�e�1 2 �+�r1 of type KK or�Y11 �,�" 'j �`` t#JRIQI'GANE CLIP N " ► 1 � 1 �1� 1 BOLTS I),I CONCRETE SHAI ,,�E i{QED I/2 X 12"!�T MAX. 6' O.C.`PII` vLDE B�8'r1wANSION JOINTS Iq, BETWEEN SLABS-AND FOUNDATION WALLS. IV" G. f U 2"x 4. 5oFP1r FRAMING PROVIDE SMO E-DETECTING / ,i k i 1 _, VENDED SOFFIT ALARM EVlCES '� - �� �3' X q '� I.A I-AT-T AS TO PA T. 721.1 T' N.Y.S BUt 'AIG CODE. ' - - --�- = Lr- NO .," " t� ,. :. .1 rox PLYWOOO SHEATHING 614 _Zj LAM z1_ FROVIDf Alrr- LAID AND/OR - # R I �ur1U 2'x4" WALL STUDS 0.I6' O.G. • J RI31NSULATION THERMAL SHO PREVENTING DEVICES AS TO ART.902.6(K) ` TRM TO SELECT N.Y.STATE BU DING CODE. f — a I d rYVEK HOUSE WRAP PLU BING 6 1` ( ,,r` �4 PLYwoOD SuePLooR LEOENC� ALL PLU NI ING WASTE ' — y0 �1 t 2 aka c� ,. , t I/ INSULATION &WATER IVES NEED ; � _- - I C� TESTING BE F RE COVERING _ � j . yy�{/ {� t� 6" w�l NsuL oN Q G �G '- I^! I�OV ' 0 72' SFI�TIo.OGK • 4 k PLUMBER ERTIFICATIO � '_ { � , I�w �c�cRETE el,.oc,K ON LEAD C NTENT REFO E ► �� Q __.; . A CERTIFICAT OF OCCUPAN Y Ivcw SOLDER SED IN WATE a - '' a _ 1/2 SHT. we WALLS f O SMOKE SUPPLY S STEM CANNO �� _ __ __ ¢ ^ � '�•� • HARD WIRED EXCEED 2 0 OF 1%LEA �. " C- � � � � , � � a , C)E7'EfiTOR � _ -- _. . _ .�_ 12'COX PLYwoc�D SHEATHINNEa D - � __. RI3 1N5ULATI _ I EXHAUST Ff4N * 3/4' PLYWOOD FLOOR 2" x 4' • 16' O.G. PROVID % HR. EIRE i y ,r t 6' RJq INSULATION {� VJI� !�0�.� ' 5/4" nMBER5TR Nw RATED S RATION TO n � Bax HEAVER PART. 71 .3 (f) (1) OF 6 { N.Y. STATE ILDING CODE. 7 /oS . ,,,1.,E 5HiELD a 51L +i f � XG I�t � rit %G X ¢S- rya IN51XArle9N .000 yc �---- b /2" x 12' HOOKED A1404OR BOLT 6'-O'O.G. , a • .At)IJ>1fi)fir ' F"SNED GRADE I ,7 4" POURED CONCRETE SLAB W/6 —6" POUR® GGNGRETE �' : ' ' ? r x 6 10/I0 HM FO"ATION Z o 2' x4" KEYWAY Palacino Residence oopg0 10' x20' POURED CONCR Fm r, F0011NG COMPACT FILL o0•�till s ° � f �►..�'G�T �+ti! �-'l,L�l� EXPANSION JOINT (2) 114 BARS ,j ' P cp 60 Cizietm A"nue �'J p ft Terr><a,NY i 75AL r .. GENERAL CONDITIONS UNLESS OTHERWISE NOTED,GENERAL CONDITIONS OF THE CONTRACT FOR DOCUMENT 201 4/87 SHALL APPLY THE CONTRACTOR ' �� " ,V M• v ,I' " "' ON, AIA IO t SHALL OBTAIN CERTIFICATE OF OCCUPANCY SUBSTITUTIONS SHALL NOT BE MADE WITHOUT �I WINDOW&DOOR SCHEDULE - PALACINO RESIDENCE WRITTEN AUTHORIZATION BY THE ARCHITECT. THE U PREMISES SHALL BE KEPT REASONABLY CLEAN AT ALL TIMES.AT THE COMPLETION OF WORK,TI IE i WINDOWS ROUGH OPENING HEADER HEIGHT NOTES CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,TOOLS,RUBBISH,ETC.,CLEAN ALL I 1 TW24310 2'6-1/8"x 4' f- 1/4" SAME AS FRONT DOOR A\ GLASS AND LEAVE WORK B)MM CLEAN UNLESS N 2 TW3046 3'2-1/8" x 4' l SAME AS FRONT DOOR I / OTHERWISE SPECIFIED.THE CONTRACTOR SHALL 3 30410 3' 2-1/8" x 5' 1-1/4" 8' 0" SUPPORT MULL #3 8 4 CARRY WORKMAN'S COMEENSATION AND GENERAL ;� 4 TW30410 3' 2-1/8" x 5' 1-1/4" 8' 0" SUPPORT MULL #3&4 LIABILITY INSURANCE.ALL WORK SHALL COMPLY 5 403OVINYL 4'0-3/8" x 2'0-3/8" 8' 0" VINYL WINDOVV NOT BY ANDERSEN WITH STATE AND LOCAL CODES AND ORDINANCES, 6 AFF 52 2'8-1/8" x 5'5-114" 7' 0" T Q! Ab Fb'Qi WORK AND THE WORK OF HIS SUBCONTRACTORS FOR ,IL THE CONTRACTOR SHALL FULL GUARANTEE HIS I 7 AFFW506 4' 11-3/4" x 6'8" B' 4" A � I i A PERIOD OF ONE YEAR AFTER COMPLETION OF"CITE 1 8 TW2652 2'l x 5'5-114" 7' W PROJECT UNLESS OTHERWISE SPECIFIED.ALL WORK ® I `�1 = I 9 TW3062 3' 2-1/8" x 6'5-114" 8' 0" SUPPORT MULL #9,10,11,12 SHALL BE PERFORMED IN ACCORDANCE WITH GOOD �\ 10 TW3062 3' 2-1/8" x 6'5-1/4" 8' W SUPPORT MULL #9,10,11,12 BUILDING PRACTICES.THE CONTRACTOR SHALL -Ike �V 11 TW3062 3' 2-1/8" x 6'5-114" 8' 0" SUPPORTMULL #9,10,11,12 INDEMNIFY AND HOLD HARMLESS THE OWNER, 12 TW 3' 2-1/8" x 6'5-1/4" 8' 0" SUPPORT MULL #9,10,11,12 ARCHITECT,AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES, LOSES 2'8-1/8" x 5'5-1/4" 8' 0" AND EXPENSES,INCLUDING ATTORNEYS FEES 14 TW2662 2'8-1/8" x 5'S-1/4" 8' 0" ARISING OUT OF OR RESULTING FROM THE jTCWTN30-'2 3042 FACTORY MULLED UNIT #15,16,17 PERFORMANCE OF THE WORK PROVIDED THAT ANY \� 16 6'4" x 7' 1-1/4" 9' 8" FACTORY MULLED UNIT #15,16,17 SUCH CLAIM, DAMAGE,LOSS OR EXPENSE(A)IS F N — 17 TW3042 FACTORY MULLED UNIT # 15,16,17 ATIRIBUTABLE TO BODILY INJURY, SICKNESS, - 18 TW24310 2'6-1/8"x 4' 1- 1/4" SAME AS FRONT DOOR DISEASE OR DEATH OR TO INJURY TO OR •, h1.09♦'i FLq-` _ n,I,b1�F/ I DESTRUCTION OF TANGIBLE PROPERTY(OTFIER'IFIAN - 19 SE313AG 3'2" X 4'8" 1T9" FROM FIRST FLOOR TIRE WORK ITSELF INCLUDING THE LOSS OR USE \ 61'l1 U-G� - 20 TW3046 3'2-1/8" x 4' 9-1/4" 7' 0" SUPPORT MULL #20,21 RESULTING THEREFROM.(B)IS CAUSED IN WHOLE OR 21 TW3046 3'2-1/8" x 4' 9-1/4" 7' 0" SUPPORT MULL #20,21 IN PART BY ANY NEGLIGENT ACT OR OMISSION OF (Gf / 22 TW2646 2'8-118" x 4' 9-1/4" 7' 0" SUPPORT MULL #22,23,24 THE CONTRACTOR,ANY SUBCONTRACTOR,ANYONE. \� o I iz 23 2646 2'8-1/8" x 4'9-114" 7' 0" SUPPORT MULL #22,23,24 DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OP THEM,ORABL ONE FOR WHOSE ACTS ANY OF'1'HI;M • �„-, ,�� � - 24 TW2646 2' 8-1/8” x 4'9-114" T 0" SUPPORT MULL #22,23 MAY BE LIABLE REGARDLESS OF WHET}IER OR NOT ,24 I 25 TW3046 3'2-1/8" x 4'9-1/4" 7' 0" SUPPORT MULL #25 26 x.4' 9-1/4" T 0" SUPPORT MULL #25,2fi FtEIREUNDER ALL MATERIALS ASSEMBLIES,AND 27 TW3042 3'2-118" x 4' 5-1/4" 7' 0" METHOD OF CONSTRUCTION INCLUDING BUI'NOT LIMITED TO FORM-WORK,BLOCK-WORK, FRAMING, 'ii 2820 BASEMENT WINDOWS 5 x NAILING,PLACING OF CONCRETE, ETC. ARE]'0131: `o E FgI'J 1%f'Q� � - - CAREFULLY SUPERVISED BY THE CON'TRACT'OR TO ��Qryp1� O �JeW � Z DOORS BE SURE THAT THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS,APPLICABLE CODES YP,rJ'I' 1�,�,._,,) I AND GOOD PRACTICE.DEVIATIONS FROM THE (iJ 12 Z ,Y`�'�✓ P/� 14;lX, � - — 12 2 !`^^"�l � Q.(,�Q,I'I NO I r, A 3'0"WITH SIDELIGHTS TO BE SELECTED DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION OF B CLOPAY 8070 GARAGE DOOR SUNSET 603 THE ARCHITECT.THE CONTRACTOR SHALL BE _ _ C CLOPAY 8070 GARAGE DOOR SUNSET 603 RESPONSIBLE FOR SHOP DRAWINGS WHICH MAY BE _ (� NEEDED.ALL DIMENSIONS AND CONDITIONS ARE TO is O IIA' Uy H \) -- E FWG12082.1 11' 9-314" x 8'0-1/4 FINELITE BE FIELD VERIFIED, CONTRACTOR TO REMOVE& k F FWG15080-4 9'9-3/4" x 8'0-V4" FINELITE RELOCATE AS REQUIRED ALL EXISTING WORK WHICH IN WWW U f P TERFERES WITH NEW CONSTRUCTION. i O1 7l�'0'!4 A�U+1 , 1 f _ IJ OTS INSULATION A1� 5 a P^ ALL N ✓fE r2, 4✓GALLGI t A GI r+1hG1L f �*AIb 'rq ��1� ALL EXTERIOR WALLS AND ROOFS SHALL BE 'TQ % INSULATED WITH FOIL FACED FIBERGLASS BATT ,n 2,9>'(pl 4 � na U' � _ ��jl-'1'��j{1,Li� INSULATION BY JOHNS MANVILLE OR APPROVED V' % Q �- EQUAL,FOIL 1'0 BE PLACED TOWARD WARM SIDE. 19 A� m I N `r I° B N �', P��-a21�J C�13/�'6�!%q" MlLflaLAa , r NOTE5: OBTAIN ALL PERMITS PRIOR ( I, _V TO START OF WORK. (D , �� - , / 69•�• �" 10-� 51� b'N 4,0 2. ALL BEDROOM CLOSETS TO .y £ ? BE PROVIDED WITH ROD 4 Q" W '�L - ZfiR•O G-"✓-A'p4 SHELF, ALL LINEN GLOSET5 TO FUO>;v BE PROVIDED WITH 5 ROW5 OF SHELVES. - &jL)f'sgT1 ' - p 5 DOOR TRIM AND ,BA5E MOLDING TO DFAUGELT50 OM FIXTL)l ANTO BE 5U P ED ' BY OWNER AND INSTALLED BY A � GONTRAGTOR. N�%la�G 0 A 1� I �11kdf � r � O 5. FINISHES TO BE SUPPLIED BY OWNER AlSTALLED BY .A Aj_ I,A'RItiiL. " �YN� OF A ND CONTRACTOR. � � f/xfP 10'2 'f�ATW/ GA'Tk'1E'p4.�kli r lT`' (v, rI EY.P-l. �I.EGT21G - - -- ---- G I �I L_ E/JG n1Et—ic.i RI Ei A � G�6L✓Gl 1� ' I(o ly IZ' zrD�t , 0 Z, � I(� �� 1, Col 4j-t, r-l� Jolt 1 —_ 00 ^� � 37X53 =/s6/ �i Jv ICI( �f��NNC� 4 �K '�h PDIw7 h - n x zz=3 9 uNOF_.R� �aP<Ft L1�L �R(tTl (iBnl�j &/sF -r - I 4 � Palacino Residence --=---- 17T -RAI r> 26 2 ' FIRST FLOOR PLAN Hp T b J( Treton Avenue r�J Islip Terrace,NY 1175 G ^r phone: 631-859-3488 fax: 631-859-3489 PLUMBING .� CONTRACTOR SHALL INSTALL WATER SUPPLY AND SANITARY SYSTEM AS INDICATED.PROVIDE HOT AND COLD SHUT-OFF VALVES AT ALL FIXTURES.ALL WATER PIPING TO HAVE CLEANOUTS AT ALL CHANGES OF DIRECTION AND AT BASES OF VERTICAL WASTES. USE 4"CAST IRON THROUGH FOUNDATION WALL PITCHED MIN. 1/8"PER FOOT TRAP/WASTE SIZES FOR FIXTURES SHALL BE AS FOLLOWS DISHWASHER ER 1 1/2" 1 KITCHEN SINK 1 1/2" ��- LAVATORY 11/4" SHOWER 2" TOILET 3" ALL SYSTEMS TO HAVE ONE 3"MAIN VENT STACK 4• FRESH AIR VERT INCREASED TO 4"THROUGH THE ROOF.PROVIDE THROUGH ROOF FROSTPROOF IIOSE-HUBS AS INDICATED ON PLANS WITH EASILY 2'r 1 0 � WATER SUPPLY AND SEWAG LE DS DISPOSAL N fIP SYSTEMS SHALL COMPLY TO THE APPLICABLE COUNTY DEPARTMENT OF HEALTH STANDARDS AND c� ID /�- IW 14( /i%I� '14•�/ {�D1 ��� REGULATIONS.APPROVAL.OF ALL PLUMBING MUST BE OBTAINED FROM APPROPRIATE LOCAL BATH 9" AUTFIORITIES PRIOR TO CONCEALMENT.PRIOR TO U� 2• J ORDERING,CONTRACTOR SHALL SUPPLY CUTS OF -'T FIXTURES FOR OWNERS APPROVAL. IN THE EVENT �f T THAT THE OWNER CHANGES,THE CONTRACTOR SHALL CREDIT THE OWNER FOR THE FULL �� SUBCONTRACTORS COST F'OR TIIE CHANGED UNIT. :5EC,:0ND NYS ENERGY CONSERVATION CODE ALL LOOR RAT] OFOWS 0.5 CFM I'ER OO OF OPERABLE L HAVE AN SASH. - c , ALL SWING TYPE AND SLIDING GLASS DOORS SHALL HAVE AN INFILTRATION RACING OF 1.0 CFM PER ® ® - - 1L�111aR� @CStl h -- _, MASTER BATNa SQUARE FOOT OF DOOR AREA.ALL HEATING K I -r (- -t-- 1--, EQUIP14NT SHALL MEET THE EFFICIENCY 2- 1/7. �. STANDARDS OF THE NEW YORK STATE CODE. _ 2� D ------ _ - i III/r yr 2° THERMOSTATS SHALL MEET A MINIMUM REQUIRED I I I I I I I I I RANGE OF 45-74 DEGREES.DOMESTIC HOT WATER 9f, J 2 I ]' I,{I 1 SHALL BE EQUIPPED WITH CONTROLS TO LIMIT,HOT `(.��y - ♦ 11/2' WATER TEMPERATURES TO 140 DEGREES tue FAHRENHEIT. ALL NEW CONSTRUCTION SHALL ' FIRST FLOOR CONFORM TO THE NEW YORK STATE ENERGY D p \\ � I n 1 co I. � � S cc CONSERVATION CONSTRUCTION CODE. I 'I 4' GYPSUM WALLBOARD 'V {- ��p (ter GYPSUM WALLBOARD APPLICATION SHALL BE TAPE ` "''VVVV l- 1' - p• c O JOIN'SYSTEM. ALL GYPSUM HOARD TO BE 1/2"ON WALLS AND 1/2"ON CEILINGS UNLESS OTHERWISE / O� 68 \� —L4— NOuse Tw� P5� INDICATED.FINISH JOINTS,1-BEADS.NAB,DIMPLES, \ h �p1 r 5 NITARY SYSTEM CORNERS AND EDGES SHALL BE TAPED AND RECEIVE +� _ W 24 CELLAR OURS TO DRYTHREE COATS BETWEEN E WEENF JOINT OCOATS FINAL COOAT TO BE % SANDED SMOOTH. METAL CORNER BEADS"f0 B£ f 458 ?.f USED ON OPENINGS ALL OUTSIDE CORNERS AND AROUND ALL ELECTRICAL ALL WORK SHALL COMPLY WI TH THE NATIONAL PLUMBING RISER D A�7RAM ELECTRICAL CODE AND ALL MATE,LOCAL.,AND UTILITY COMPANY CODES AND REGULATIONS.ALL ' I NTS CIRCUITS SHALL BE MINIMUM 15 AMP. POWER y y.y'l' ' O I WIRING SHALL BE MINIMUM 14 AWG.CONVENIENCE OUTLETS SHALL BE LOCATED 12"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED.ALL P01JT -TO A AVIt . - ---�j6 1 hJ - - - p SWITCHED TO BE LOCATED 36"ABOVE FINISHED 1� �7 FLOOR UNLESS OTHERWISE INDICATED. SUPPLY RECOMMENDED LAMPS IN ALL FIXTURES. Q{ - I.T hNEI,Q M ( a SUMMARY OF TOTAL THERMAL RATING .a p N 9 ZEfCO CLFA.Ri IF THE TOTAL n151V1AL RATwe SBsw Is m OR SREATSR TH!SNJELOPC J Fwy� PORnON OF THE BUhLD 15 IN COM LIENR WITH THE E EA6Y CODE. AREA U-VALUE USEDLE RATRIN& �L V - Jp•� �4(h� - A. WALL ASSEMBLY ZII I G11 �L 19 Lj/ Al. NET w.VlS of -C •'� °s-- U AS. DOORS \ \ - SLBTOTAL TNBitML RAnRs FGR SELTION A(AI.A2-A5hul Pi Q . 2".(� �,T. I(�'OG B. ROOF/GEILIN6 A5ZIM J Y eI. ROOF/celuNe •�L�-� 10 's, I 2" )d fz'V- 11\" V 5LW 9TOTAL Tl MATINS FGR SEaTION B(BI.B'1. ). -`� G. ENTER DATA AS ��ABLEr(EITHEfj GJ„_G2-G3) OI. i 11 �, A I �N, O]. POUIIDAnON WALL IWLLPWMCT9l �h (� AeOVE 6RAD5 FJPOJ1Rt_R I IN5A.ATION OpEFTM W. SLAB EDGE INSUJ.nON— • — _- V •(-I QI,-��rV - {lYH [Y a- -__ :(/`'{(JN dJG/ -I�I VI/L_..__ `_. - -_ - "TOTAL Tl h RATM9 FOR 5ECnON C(u.C]KD>•� D. TOTAL THERMAL; RATING + In! (A+B+G)............................................................... . ............................ L'7 �1- -a Palacino Residence SECOND FLOOR PLAN 60 Carleton Avenue /J / Islip Terrace,NY I175 /n phone: 631-859-3486 '� fa:: 631-859-3489 FRAMING AND ROUGH CARPENTRY JOISTS RAFTERS AND STUDS SHALL BE „ CONSTRUCTION GRADE DOUGLAS FIR 1100 PSI. ALL In WOOD SILLS AND WOOD IN CONTACT W{TH MASIII— SHEATHING EXTERIOR THING SHALL BE 1 2 COX DOUGLAS FIR PLYWOOD NAILED 6D AT l2"O.C.AT EDGES,6D AT 8" fAM11f14R RIR eYny�I� h� O.C. AT INTERMEDIATE BLOCKING POINTS. SUB- i', FiFTni I Y .YIiIY+rYYw Yr.prr. FLOORS TO BE 3/4"COX PLYWOOD NAILED 8D AT G' 1' �} r,w.rwn Y+uYr O.C. EXTERIOR SHEATHING TO BE COVERED WITH / UJ of, 9 w..rYr.nt "'1'YVEK"HOUSE WRAP OR APPROVED EQUAL. ALL NABS,BOLTS,RODS, STRAPS,JOISTS AROUND ALL OPENINGS AND UNDER PARTITIONS, BLOCK STI TO WALLS AT 12 STORY HEIGHTS AND AT ALL - n 1, UNSUPPORTED EDGES OF PLYWOOD. PROVIDE SOLID 2> A BLOCKINGLID ' BLOCKING OR DIAGONAL BRACING OP FLOOR JOISTS r ER ALL UNSUPP D EDGESOOF PLYW00D. ALL PLATES TO BE DOUBLED AND NAILED I OD AT 18"O.C. ...� I-�n AAA U Irr.y�rr iYyre.11.+r\�N_ rw.r NAIL BOP LAT CAP PLATED S. END OFSTUDS JOIS-2TO 1 1 ;i 7ynr+r.ww. rwrr.rt, AP CAP PLATES AT CORNERS.TOE NAIL JOISTS TO 1 ' j f♦, - n.rw�r.r+r•,r+.nM.n+ CAP OR BEAM WITH 2/16D. WHERE FLUSH FRAMING foe' lU w....r.wnY - -JAIL ��)� /q''� I j4"—m t f/ A A �� OCCURS,USE MIN. I6GA SHEET METAL JOIST HANGERS BY"TECO"OR APPROVED EQUAL.AL1. -� CORNERS TO BE MINIMUM 3/2X4 STUDS NAILED 16D i AT 24"O.C. ALONG THREE FACES.HEADERS SFIALL _ - BE MINIMUM 2/2X6 UNLESS NOTED ON PLANS. 11 no MINIMUM BEARING FOR STUDS,JOISTS AND BEAMS I V SHALL BE 3 1/2".USE DOUBLE JACK STUDS FOR HEADERS OVER FIVE FEET IN LENGTH. f; vr70 w(i�- • 111 Fl FLOOR OPENNG, IOP NOINIT HN= F11 MST TO BEAM CONNECTION, STEP BOW RfOV17G/ D(lAGT�1 r✓(L1V/4I V �4MW'wm Yrr; A.SPILV.T ROOF SHINGLES 'Jl r Yrb.r Ww / 4a'ar Yr.r IkMo+Y�. YYr iYrrrrr rnr p.Mot ALL SLOPED ROOF SHINGLES SHALL BE GARCLASS-A y�i.tilrWiY+wrilrr u ASPHALT ROOF SHINGLES OR APPROVED EQUAL. (J' SHINGLES SHALL BE APPLIED OVER 154 ASPHALT FELT WITH GAF-WEATHER-WATCHICE AND WR'I'ER Y a-27— kkWER APPLIED A F EAVES, VALLEYS AND wY n r FLASHINGS.ROOFING CONTRACTOR TORP OVIDE At.L n rR r.r e 9FLASHING NECESSARY FOR A WATERTIGHT, wr r 1',4 4 WEATHERPROOF JOB. ROOFING IS TO BE APPLIED IN ra . rr rtr STRICT ACCORDANCE WITH THE MANUFACTURES )w rfer SPECIFICATIONS.CONTRACTOR SHALL SUPPLY r .ae COLOR SAMPLES OF THE SHINGLES FOR OWNER'S "wpm. YrYYly.wrrrrnrr.YYn w,r APPROVAL,PRIOR TO INSTALLATION. GLASS WINDOWS AND,1/-,t~� OORS L� /� '1 •1� ALL GLASS IS TO BE INSULATED LOW-E UNLESS THERWISE SPECIFIED.1,;Z J;/ I I..r/2�--1 Q I IO A d,,1( - SHALL NOT INSTALL GLASS SUBCONTRACTOR PROPER CLEARANCES ARE PROVIDED.ALL SLIDING GLASS DOORS, SKYLIGHTS,AND/OR AS REQUIRED BY CODE, _ _ W gYrry ryYrry fll DOI.Uf JUST macro Fi ROOK OP K TOP III MUM SHALL ORSBAND WINDOWS SPIDER BE GLASS. ALLGLASS - Y.Wr rYWN,MYa peurrlrWMrY.tl tirrYWwWm wwVr /r'yrMymMg91P'.WIW1�1'YN' fwr4 STRICT ACCORDANCE WITH THE MANUFACTURES ' tleR N''wAw4MWV YMY.YWIYrrY.YrWw SPECIFICATIONS ALL WINDOWS ARE TO BE CAULKED / wr.ye r s rn,�y Yrr rrrrr _ olitut r a rrwuwrMlYM AND SEARED AS PER NYS ENERGY CONSERVATION warrwrr r � m IRw Y CODE REQUIREMENTS.PROVIDE FLASHING PANS UNDER ALL SLIDERS,DOORS,AND WINDOWS WITHIN r+/✓J wYr •'�4"Ir a��4"1� ' r I 6"OF AN EXTERIOR SURFACE.ALL EXTERIOR DOORS wur 1 ranVr r.WlrrtlY r.yYa.4b wa. ARE TO BE FULLY WEATHER-STRIPPED.PROVIDE ALL nyr I r.Nerwpr wtra.yr ep.r,r r SCREENS AND HARDWARE AS REQUITED.ALL GLASS f` 1 rmy ree4•*4u H.ww tlr ' 6 / p IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS nix rntYaw40 a.ir 9 Ywlr+rYyr.nr.rwY H YW wtirr• AO GUARANTEED BY THE MANUFACTURER FOR A K rn N'a.W y.� A rprw Yr r+rrrrYr+Y4 • r r.yra.tlea w.g4rr A wrw.Ir YYYArp. rr v.r . r PERIOD OF NO LESS'CHANS YEARS.ALL WINDOWS'CO •anr/ COw �• tl Irry.Ynrrrrrwwer+wr wrn .w,r r r BE ANDERSON UNLESS INDICATED OTHERWISE. M p1a >t + .srnrwr>,.rrwr 'I / r Wr Itlr r4f. wrYr4.lrer+rnrr; UAS 1 P�'sAw PI LI 1 til © Wtdw .BLOCKS sw au rasT f0 R�asirsoxCL f6 ATa rw YNrrY../w Ru 6 . O AIIEBffXT �r�rnrYYq wrYr.arr �1r, YYYr.Y`r�rYw i"r l 01r.lk r r'liiY.~jw..r.rw�n�•J 'I' I�� ✓ I _ Yn4N 1 / Y.rrrrYYMW J w.r1Y M.Ye 11w rw /' O e!r er Yly Wrr �vy Ir r Tr / u -Dyr+r4 r.rrwFV(.r / f 4wy r4wr . �C.� �n Yw Yr Yr 1 I rl&AL, �LI }/ �*�Y/ 1 � rWnYYYI./w.Y NI1r.f YrYrY.r IrrY 1 v• Z.�IJ ``.ruV %.'f� 'd YYrr4rY.YMYWIWYWWr •Ir >� YrYrIW i4���.raYYr L Yr+r r w.rrY �rY e YrYMW YwYr.Irr.+�rwYYre 9"�YPTs Z 7 2 r �, °u ���x�r,,oj 1� "� � FIN-. _FWOV, 1 - G2CJh�i �IT7� 1 �� Q i -- -- -- --- - --- - ' AVC_I X2.1 26'01 ' toI Palacino Residence TIaNS 0'79 60 Carleton Avenue /t %•� P270 Heli Terrace,NY 11752 �{I phone: 631-859-3488 fax: 631459-3489 vfLfifl e7f01Jfi v"6r'-.2 --• - - - - ��� �� l v� � C1YPi GA - - - - 4i;•t.�' A l�u rt c1oTTG-2 G�fiQ�}AUT / ] NYA _ — - - - -�,� f� � L E91 HE Ji - - , c} s -- - - _ —T l � G✓'ff�i '��SS 1 u(�Fj 'PSC, //�-- � I - •ELEVATION _ . ELEVATION = -HU ' I E Hil HI _ fA i L f clevf - - �� it P.uG 2i enol - - '��`' 16 � Palacino Residence ELEVATION ELEVATION n „ p 60 Carleton Avenue / Gllp Terrace,IVY 11752 phone: 631.859.3488 / fax: 631-859-3489 1 BM6IENG'bR . 1/2" COX PLYWOOD SNEATHIN6 S/D' TYPE X SHT. I 1 /e I I 11 RK ' EA K Y'COAGCL23lMW/bb b/bNWM VINYL SIDING 2" x b" TREATED PLATE / wil-w/ACT TERMITE SHIELD 1 TYVEK HOUSE WRAP L \ / + BITUMEN JOINT (I/2") x 13" HOOKED bb —IO O BOL° ANCHOR T b'-O' O. C. 4" CONCRETE SLAB K/ ° O �o — d ° ° ° °o� bxb 10/10 WWM oo�wcO FINISHED CRAPE PITC ° _ ° a % b°— o °o 8° 0 D'R7AfDCOAC[COpoov. Gotr" d — 6_ °O o� °o ,GY.ND,VpN III III ° a 2'.Y'KLHYM COMPACT FILL B'-WCONrwja JFOOMIS n d ° D" POURED CONCRETE D' FOUNDATION (1JHdAM a V _ 2" x 4° KEYWAY 1 P °r/ U ° ° CONTINUOUS _ _ _ O FOOTING y (2) Y4 BARS 2 vl I ° Gy b�0_0 0- ep, t ,6 �� 62, L, I .G. w pie .p. - `p` o ` i bn 0 nZ• On c �„uh� I I ^ - CONCRETE NO CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 40 DEGREES F.AND FALLING.NO CONCRETE SHALL BE PLACED ON ADDITIVES .I ..- - " � 6 RI9 INSULATIONS ALLOWED WITHOUT WRITTEN PERMISSION O SSION ARCHITECT.ALL CONCRE'TA IS TO BE NUN.2,500 TEE 3' AIR SPADEAT 28 S. FOUNDATION VENTS`VID AS %REEDSBY NYS CODE. 2x10 R.R. 0I6'o.c. UNLESS OTHERWISE INDICATED,ALL FOUNDATION > ASPHALT ROOF TO SELECT TO FOOTINGS,ARE TO BE MIN. 10"DEEP PROJECTING 6" 1n' COX PLYWOOD SH. ON EACH SIDE OF THE FOUNDATION WALL.PROVIDE 150 FELT TWO#4 DEFORMED BARS CONTINUOUS IN THE FOOTING.ALL 4"THICK CONCRETE SLABS TO HAVE 6X6 10/10 WELDED WIRE REINFORCING,ANCHOR � HURRICANE CLIP BOLTS IN CONCRETE SHALL BE HOOT O 1/2"X 12"AT r I I t' vg11 1 1 1 t.._�_+, MAX.6'O"C.'PROVIDE BITUINEN E' PANSION IOINTS - w 1111 IL" , I 1 I - 1 1 I'//I I _ 1 1 9- 1/// f /" BETWEEN SLABS AND FOUNDATION WALLS. ZIx ID °e. 1&" eel 3• x>r' SOPPIT FRAMING - � VENT 50F 17 _��•. __ - , `'ML ��"� 0 .S• )5'-;DX PLYW000 5HEATHIN6 ' •C •. 1 /g, _ r ' 2'x4' WALL STUDS 116" O.O. .1 W rj?, '� / / 4 I R5 INSULATION P TRH TO SELECT i I V V TYYEK HOUSE WRAP %"PLYWOODSUBFLOOR LEGEND u NI wrCV CCCnnn t'z5o wroo i ��AM 6" RI4 INSULATION ' 'b5 ' '°. d• ,o , V,'.c a ` a v,., n � e `��"` ( s, a �. n np \ ° ° '° ` 'NEW WOOD FRAME 0. a ®J�/1G /�JG/I L'C fUq" SAI i rJ I NEW POURED CONCRETE L - � Nn F,kG�I Y I Ilc�ll/IV � M' QHEETROCK � I NEW CONCRETE BLOCK NEW B RICK ISHT RK WALLS i CLS. TYVEK HOUSE WRAP _ D SMOKE „v 112”COX PLYbOD SHEATHING DETECTOR INSULATIO ,® EXHAUST FAN 4 � B/4• PLYwooD SUBFLOOR � - �10r/ , ^ 1 �^ ^ 1 ! � (^ •^ 2' x 4' • O.C.1D , " 7 77 717 7 6RI4 INSULATION490VZ `/ )OIf21J00nk TRA N D94TIMBERS (a&AvA-1 Moo I EOn HEADER " /��OU2� (J ICIIPII11tiI11(rll� I✓ t �� I�xv IDI IQ YHY4 I I e TERMITE SHIELD SILL INSULATION ' b r A 1/2". 12" HOOKED ANCHOR BOLT b �70uI-VA ISN UNCNPi9 aJ � a FINISHED BRADS I I '11V ASTIC 0 r E 4' POURED CONCRETE SLAB 6 b"POURED CONCRETE H x 6 10/10 WM FOUNDATION � -;I-- 2' . 4' 1<EYWAY ► ' -Palacino Residence 10' x20' POURED cow, n 11 "j1 I�IIV� I�I III // 1 0.0N� Ob FoonN6 I N U W14PAGT FILL - p o d =1 _ pETAILS FAt�i EXPANSION JOINT (2) 04 BARS f� UI �DAT10N PLAN — �Q ® e . I :L _ / �� 60 Carleton Avenu• / n tilip'I'erMey NY 1952, T- Moue: 61125$34!6 � / fa: ,03"$9.3469 I GENERAL CONDITIONS /1,, UNLESS OTHERWISE NOTED,GENERAL CONDITIONS - U •/�� hj OFTTE CONTRACT UCTION,AIA DOCUMENT 2014/87 FOR HALL APPLY. THE CONTRACTOR � iO SHALLOBTAINCERTIFICATE OCCUPANCY. SUBSTITUTIONS SHALL NOT BE MADE WITHOUT WINDOW 8 DOOR SCHEDULE -PALACINO RESIDENCE WRITTEN AUTHORIZATION BY THE ARCHITECT.THE PREMISES SHALL E KEPT REASONABLY CLEAN AT WINDOWS ROUGH OPENING HEADER HEIGHT NOTES ALL TIMES.AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMQ, ALL WASTE MATERIALS,TOOLS,RUBBI ,,BTC.,CLEAN ALL 1 TW24310 2'6-1/8"x 4' 1- 114" SAME FRONT DOOR GLASS AND LEAVE WORK"BR�,IOM CLEAN UNLESS 2 TW3046 312-1/8" x 4'9-114" SAME FRONT DOOR OTHERWISE SPECIFIED,THSi4,ONTRACTOR SHALL - -- - 3 30410 3'2-118" x T 1-1/4" 8' 0" SUPPORT MULL #3 8 4 CARRY WORKMAN'S COMP$WATION AND GENERAL 4 30410 3'2-1/8" x 5' 1-1/4" 8' 0" SUPPORT MULL #3&4 LIABILITY INSURANCE.ALL'WORK SHALL COMPLY - - I OT BV ANDERSEN WITH STATE AND LOCAL CODES AND ORDINANCES. 5 403OVINYL 4'0-318" x 2'0-3/8" R. 0" VINYL WINDOW N THE CONTRACTOR SHALL FULL GUARANTEE HIS 6 7W266 2'8-t18" x4+ 'tA1" 7' 0" WORK AND THE WORK OF HIS SUBCQNTRACTORS FOR pFp/yw"e--4+-11 814=-x si.y °' �" f rK' �- N' OG A PERIOD OF ONE YEAR AFTERCOMPLETIQN OF THE 8 TW2862 2'8-118" x 6'+t+-414 T 0" PROJECT UNLESS OTHERWISE SPECIFIED.ALL WORK UU 9 3062 3'2-118" x 6'5-1/4" 8' 0" SUPPORTMULL #9,10,11,12 SHALL HE PERFORMED INACCORDANCE WITH GOOD 10 TW3062 3'2-1/8" x 6'5-1/4" 8' 0" SUPPORT MULL #9,10,11,12 BOWING PRACTICES.THE CONTRACTOR SHALL 1U INDEMNIFY ANDROLD HARMLESS THE OWNER 11 3062 3'2-1/8" x 6'5-1/4" 8' 0" SUPPORT MULL #9,10,17,12 ARCHITECT,AND THEIR AGENTS AND EMPLOYEES 12 TW3062 3'2-118" x 6'5-1/4" 8' 0" SUPPORT MULL #9,10,11,12 FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSES 13 TW2662 78-1/8" x 5'5-11,V' 8' 0" AND EXPENSES,INCLUDING ATTORNEYS FEES " Ifx 5'5-1f4" - 8' 0" ARISING G OUT OF OR RESULTING FROM THE 14 TW2862 2'8.1/8" A'I 15 JITW3042 FACTORY MULLED UNIT #15,16,17 PERFORMANCE OF THE WORK PROVIL)ED THAT ANY �y p 16 TTN30-2 6-4" x 7' 1-1/4" 9.91 FACTORY MULLED UNIT #15,16,17 SUCH CLAIM,DAMAGE,LOSS OR EXPENSE(A)IS - 161.0 G/ 1 U LIN' �k yl ATTRIBUTABLE TO BODILY INJURY, SICKNESS, 17 3042 FACTORY MULLED UNIT #15,16,17 DISEASE OR DEATH OR TO INJURY TO OR r I = 18 TW24310 Z 6-118"x 4' 1-1/4" SAME AS FROPqT DOOR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN - 19 SE313AG TZ' X 4'8" ITS)"FROM FIRST FLOOR THE WORK ITSELF INCLUDING THE LOSS OR USE 20 3046 3'2.118" x 4'9-1/4" T 0" SUPPORT MULL #20,21 RESULTING THEREFROM.(B)IS CAUSED IN WHOLE OR " - -- - - - - -' M PART BY ANY NEGLIGENT ACT OR OMISSION OF 21 TW3046 3'2-1/8" x 4'9-114" T 0" SUPPORT MULL #20,21 THE CONTRACTOR ANY SUBCONTRACTOR,ANYONE _ n 22 TW2646 Z 8-1/8" x 4'9-1/4" 7' 0" SUPPORT MULL #22,23,24 DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF 23 TW2646 2'8.118" x 4'9-114" T 0" SUPPORT MULL #22,23,24 THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM - 24 TW2646 2'8-116' x 4'9-1/4" 7' 0" SUPPORT MULL #22,23,24 MAY BE LIABLE REGARDLESS OF WHETHER OR NOT _ 25 3046 3'2-118" x 4'9-114" 7' 0" SUPPORT MULL #25,26 ITIS CAUSED IN PART BY A PARTY INDEMMFIED 26 TW30463'2-1/8" x-4'9-1/4" 7' 0" SUPPORT MULL #25,26 HEREUNDER ALL MATERIALS,ASSEMBLIES,AND METHOD OF CONSTRUCTION INCLUDING BUT NOT / N 27 TW3042 3'2-110" x 4'5-1/4" 7' 0" LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING, -2�1-G - -P.ILAO y Z T 'Sd14 NAILING,PLACING OF CONCRETE,ETC.ARE TO BE /� _ 2820 BASEMENT WINDOWS 5 y CAREFULLY SUPERVISED BY THE CONTRACTOR TO Q I've Flkfj frtZE ''nn I ((AM) II xI�JfA'�ID�T BE SURE THAT THEY ARE IN ACCORDANCE WITH THE DOORS ANDDRAGOOD SPECIFICATIONS,DEVIATIONS APPLICABLE CODES AND GOOD PRACTICE. DEVL#TIONS FROM THE - - DRAWINGS AND SPECIFICATIONS WILL NOT BE A T 0"WITH SIDELIGHTS TO BE SELECTED PERMITTBD WITHOUT WRITTEN AUTHORIZATION OF B CLOPAY 8070 GARAGE DOOR SUNSET 603 THE ARCHITECT.THE CONTRACTOR SHALL BE C CLOPAY 8070 GARAGE DOOR SUNSET 603 RP.ED DSALL DIIBLE MENSIONS DRAWINGS AND CONDITIONSHICH MAY BE NARETO FW 12086.4 11'"14" x "AA— FINELITE• BE FIELD VERIFIED. TOR TO REMOVE& RELOC7ATE AS REQUIRED ALL CEXISTING WORK WHICH F FWG10080-4 9'9-314" x 8'0-1I4" FINELITE INTERFERES WITH NEW CONSTRUCTION r+ _ ml _ INSUL !�+Q-Tp1-+-��� _ - ALL EXTERIOR WALLS AND ROOFS SHALL BE _ i ' LAUkL,FOILoJFOIL FACED S ULA ONOHNSNVILLEORS BATT QcFAPPROVED , , M - qy� x ro 1 N II NOTES• V �9 r9 pjv4(( 1+0 GG�I3/L�'6V17 MIG(lolA Q r N I 68 �_ [� . OBTAIN ALL PERMITS PRIOR ' Z Q p TO START OF WORK. r,nm/ IQ"lLl �Y�1 4 fJ 2. ALL BEDROdM CLOSETS TO BE SHELF4311 , LW , ALLEN CLOSETS TO BE PROVIDED WITH 5 ROWS OF _T SHELVES. _ i! % =� 4 3. DOOR TRIM AND ,BASE f�F O _d' , MOLDING TOset-EG 4. ALL BATHROOM FIXTURES f / r AND FAUGET5 TO BE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. 5. FINISHES TO BE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. A _fy._I.A"PhiL. � G,a-Itav 9�L �— _-Fixr pfli„ �A-rtiiR_-- I 70- I`! EGrlanlrt�l.. F�EGT2iG vrtr ��PG2 _ C�2,, �IQ1 m 6MLAH ------------------- 0 ee4 a 5-_f© �E�� 1� 1/a ly "1, CovpbL.Ni otl. �IvI�- _, -d�''' u N'f)E'�- - -- - - a f+w 4 rlaoy j12 1/41 'VIJ�47 - '� Palacino Residence 16- 5 IO 2 9 (0 5 h 2 Ibb ' 60 Culoton Avenu4 r l� 1� IeBR'TFFrARe,NY 117 FIRST FLOOR PLAN yd= r'° - - � '° 5 ' l\ J OI IJP� J T phone: b31-859.3458 � .- l. : fa X: 631=859489 ./� PLUMBING CONTRACTOR SHALL INSTALL WATER SUPPLY AND SANITARY SYSTEM AS INDICATED.PROVIDE HOT AND COLD SHUT-OFF VALVES AT ALL FIXTURES.ALL WATER PIPING TO HAVE CLEANOUTS AT ALL CHANGES OF DIRECTION AND AT BASES OF VERTICAL WASTES.USE 4"CAST IRON THROUGH FOUNDATION WALL PITCHED MIN. 1/8"PER FOOT.TRAP/WASTE SIZES FOR FIXTURES SHALL BE AS FOLLOWS: DISH WASHER 1 1/2" KITCHEN SINK 1 1/2" /L I LAVATORY 11/4" ✓�" SHOWER 2" TOILET 3" ALL SYSTEMS TO HAVE ONE 3"MAIN VENT STACK 4• FRESN AIR VENT INCREASED TO 4"THROUGH THE ROOF.PROVIDE rlrRarsN RooF OSTPROOF HOSE-BBS AS INDICATED ON PLANS WITH EASILY ACCESSBLE DRAIN DRAIN-COCKS.THE Jh� WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS SHALL COMPLY TO THE APPLICABLE COUNTY r I DEPARTMENT OF HEALTH STANDARDS AND RJEULTLTIONS.APPROVAL OF ALL PLUMBING AAINED FROM APPROPRIATE LOCAL BE OBTMUST BATN IAUTHORITIES PRIOR TO CONCEALMENT.PRIOR TO ORDERING,CON'T'RACTOR SHALL SUPPLY CUTS OF FIXTURES FOR OWNERS APPROVAL.IN THE EVENT \T THAT THE OWNER CHANGES,THE SHALL CREDIT THE OWNER FOR THE FULL OR 12 I= SUBCONTRACTORS COST FOR THE CHANGED UNIT, NYS ENERGY 1 I I c� I III/ 1 SEGOND FLOOR SERVATION CODE ALL WINDOWS 6AALL HAVE AN INFILTRATION RATING OF 0.5 CFM ER FOOT OF OPERABLE SASH. L. ALL SWING TYPE AND SLIDING GLASS DOORS SHALL wASTER BAn HAVE AN INFILTRATION RATING OF 1.0 CFM PER NI ® ® yy O ® Q ® L6ud gy BDIli I'----�-- SQUARE FOOT OF DOOR— r —r' r-1--- -1---Y— 1 -- EQUEMENT SHALL MEET THE EFFICIENCY 1 1 I STANDARDS OF THE NEW YORK STATE CODE. — I 1. 1 v2• 1 12. '� I — . . �✓ •I) ._ ��/�/�� IZ - __.- -�'L L,XII 1n• 111/ - 1 Ir 1 I THERMOSTATS SHALL MEET AME,IIMUM REQU1RIsD 1 1 1 RANGE OF 45-74 DEGREES.DOMESTIC HOT WATER 4 \ J J 1 Iii 1 SHALL HE EQUIPPED WITH CONTROLS TO LIMIT HOT _ 2. 1 1 1/r WATER TEMPERATURES TO 140 DEGREES T 2' 111n• FAHRENHEIT.ALL NEW CONSTRUCTION SHALL y V/ ow 1 5110 E 1 nrB FIR5T FLOOR CONFORM TO THE NEW YORK STATE ENERGY GfuGK�i'L ` , II �Y L 2 2- S L o CONSERVATION CONSTRUCTION CODE. II n I%Ib Ii�rib q:p' Abp , b1, a^ GYPSUM WALLBOARD GYPSUM WALLBOARD APPLICATION SHALL BE TAPE Q u M a�,, a. L o JOINT SYSTEM.ALL GYPSUM BOARD TO BE 1/2"ON Ih 1 I WALLS AND 1/2"ON CEILINGS UNLESS OTHERWISE r pV Q 6 NouSE TRAr wASn: INDICATED.FINISH JOINTS,J-BEADS.NAI.DIMPLES, © a / © uI rrb '�'9 I r s NIrARr SYSTEM CORNERS AND EDGES SHALL BE TAPED AND RE_CEL,VE,- THREE COATS OF JOINT COMPOUND.ALLOW 24 " CELLAR HOURS TO DRY BETWEEN COATS.FINAL COAT TO BE SANDED SMOOTH METAL CORNER BEADSTO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL , _ OPENINGS. I - _-.._. ELECTRICAL 0 I ALL WORK SHALL COMPLY WITH THE NATIONAL PLUMBING RISER DIACyRAM COMPANYCDSRo �UTILITYY CODES AND EGULATlvALL ' CIRCUITS SHALL BE MIND"15 AMP,POWER O N WIRING SHALL BE MINIMUM 14 AWG.CONVENIENCE Y OUTLETS SHALL BE LOCATED 12"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED.ALL SWITCHED TO BE LOCATED 36'ABOVE FINISHED fOFLOOR UNLESS OTHERWISE INDICATED.SUPPLY •rJ'f -To AFr9'i6G: - RECOMMENDED LAMPS IN ALL FIXTURES. A ( (1(� ACLE�j M SUMMARY OF TOTAL THERMAL RATIN6 AirG1_ - �' -- , _ Ir Tii MTAL nIBWAL RATE GCdw a 3'RO OR BaGATCT,TNS ENJdOFI[ P A\ alLome Is IN cann.Rrre wTN ne Ersaer cove. •�` �_�12rri O -`V' Cv4-T�i7LJ iDis.� TABLE THERMAL . -_.{1j(.t 1p_ - J -✓E r.2 riG c�[ii AREA U-VALUE USEV RATIN6 A LL A555EM13L Al. Y rr L n I — IM X2, 6�1145 Y - - i 91MnONA(ANN+A!),� l/ B. ROOF/GEILIN6 A55R ,) ROOF/cEI1-I146 \`T \� ' / 4Y �" I� ,�y I _NrIV1 1✓ I�• I�II/(� 02.SKYLIBNTS r'�-- �— � i '�� v Y9RlfAL 111RH4L R/1n11�FOR SELTION S(BI `f$5)l 0 G. ENTER DATA AS ADPL ABLE ITHER� GJ„G2-G3J fa roNIDAnON WALL �I All all eaYwuz—a. INSLATION pEPM ow Orr u_. • — �M Orvons evee INe Tlm SUBTOTAL hEaML RATNB rola SEarCN c(cl, 2<, ). D. TOTAL THERMAL RATIN6 .� IA+B+W............................................................................................... �2 1 � Palacino Residence t\ SECOND FLOOR PLAN 60 01, phoneace,Avenue 11752 IeU Terrerra L` /■ 1-459-3489 r ,I - faz: 631. 859-3489 ✓ f FRAMING AND ROUGH CARPENTRY JOISTS RAFTERS AND STUDS SHALL BE CONSTRUCTION GRADE DOUGLAS FIR 1100 PSI.ALL • 1 WOOD SILLS AND WOOD IN CONTACT WITH MASONRY SHALL BE CCA TREATED.ALL EXTERIOR r SHEATHING SHALL BE 1/2 CDX DOUGLAS FIR PLYWOOD NAILED 6D AT 12"O.C.AT EDGES,6D AT 8' O CNN VP,L W WOROFJ) wl�n•wr1Y+}�y� O.C.AT INTERMEDIATE BLOCKING POINTS. SUB- -- 4+rnr/rr. Y •.'C'r+r'�ri.. FLOORS TO BE 3/4"COX PLYWOOD NAILED SD AT 6" _!ll}} • ww+ O.C.EXTERIOR SHEATHING TO BE COVERED WITH '"TYVEK"HOUSE WRAP OR APPROVED EQUAL.ALL NAILS,BOLTS,RODS, STRAPS,JOISTS AROUND ALL OPENINGS AND UNDER PARTITIONS.BLOCK STUD WALLS AT 1/2 STORY HEIGHTS AND AT-ALL UNSUPPORTED EDGES OF PLYWOOD.PROVIDE SOLID I , BLOCKING OR DIAGONAL BRACING OF FLOOR JOISTS Q f��I N j ay.rr� �Jr r A 8'O.C,MAX34UM AND SOLID BLOCKING UNDER ALL UNSUPPORTED EDGES OF PLYWOOD.ALL CAP iPLATES TO BE DOUBLED AND NAILED IOD AT 18"O.C. �tJ1Vr cc, Vallee ''`` , Nr :r�.•w NAIL BO'Gd'OM EAP PLATED TO END OF STUDS-2/16D. V oryrwrirYn•11ww\� LAP CAP PLATES AT CORNERS.TOE NAIL JOISTS TO T'{�Ul-Cj �l •• , kJ rf, - I 0:n _r.M•w. - CAP OR BEAM WITFI2/16D. WHERE FLUSH FRAMING r ,J 1,� OCCURS, USE MM. 16GA SHEET METAL JOIST HANGERS E OR APPROVED EQUAL.ALLIN—A /A _�mbQ� / CORNERS MINIMUM 3/2X4 STUDS D.C. THREE FACESHEADERS SHALL LLL BE MINIMUM 2/2X6 UNLESS NOTED ON PLANS. _ 1ny MINIMUM BEARING FOR STUDS,JOISTS AND BEAMS SHALL BE 3 1/2".USE VDOU LE JACK rI PLEADERS OVER FIVE FEET IN LENGTH. FOR _-#�r$Cjll Q RW OPEMK TOP MOUNT HAMF17 ,DIST TO FA 00MEC➢ON,STEP DOM ff2vVIPi G(1U✓�7 FJ21 D/1 I v c Y�w�W� ��//,,���� / ASPFGU.T ROOF SHINGLES rq � I, �w. r•n.wwW =.aa r4r"'fY'grf� rr�Nixrrrrr / rW NWA ALL SLOPED ROOF SHINGLES SHALL BE GAP-CLASS-A r:r•sawrr W.4 2A4• ASPHALT ROOF SI-INGLES OR APPROVED EQUAL. 4rwrrrrrw .�wr SHINGLES SHALL BE APPLIED OVER 15#ASPHALT r.ar FELT WITH GAF-WEATHER-WATCH ICE AND WATER e W r a BARRIER APPLIED AT EAVES,VALLEYS AND ' 9 �• i n FLASHINGS. ROOFING CONTRACTOR TO PROVIDE ALL nw.w. r , B FLASHING NECESSARY FOR A WATERTIGHT, WEATHERPROOF JOB.ROOFING IS TO BE APPLIED IN W nnrr \�J rt+ STRICT ACCORDANCE WITH THE MANUFACTURES - ra Alf r SPECIFICATIONS.CONTRACTOR SHALL SUPPLY `u• COLOR SAMPLES OF THE SHINGLES FOR OWNER'S T wrYYr�l,r+rt+rhwMq nr APPROVAL,PRIOR TO INSTALLATION. GLASS WINDOWS AND DOORS ALL GLASS IS TO BE INSULATED LOW-E UNLESS OTHESHALL NOESPECIFIED, GLASS TIL PROPER SHALL NOT INSTALL GLASS UNTIL PROPER CLEARANCES ARE PROVIDED.ALL SLIDING GLASS DOORS,SKYLIGHTS,AND/ORAS REQUI2ED HY CODE, �� •• W y.r.arr nrwra+4 FIl 0 MOR OPF K TOP NOIIIT was�• SHALL BE INSULATED TEMPERED GLASS,ALL GLASS rnWm rrrm,mea OOdRE•BSf CffLSIIIC1NNl yrrrwrWm l DOORS AND WINDOWS SHALL BE INSTALLED IN MrrrrrW�rrny I•rYad I STRICT ACCORDANCE WITH THE MANUFACTURES Yanw K.wrrNaKwl w.wY_01900 / ' nw wrwrYreeKWl rw•Yw`r�nr•4.�+nww / SPECIFICATIONS.ALL WINDOWS ARE TO BE CAULKED Y1rl/r r r Y•wlr j,WrYWw.wnw AND SEALED AS PER NYS ENERGY CONSERVATION / N a s yfY % rYrr�rrY` I CODE REQUIREMENTS.PROVIDE FLASHING PANS UNDER ALL SLIDERS,DOORS,AND WINDOWS WITHIN - Yaws.W'a.Yr w 1g mom + w I 6"OF AN EXTERIOR SURFACE.ALL EXTERIOR DOORS r Yt. war • ARE TO BE FULLY WEATHER-STRIPPED.PROVIDE ALL 1✓ r i iO rarw r.wr.aa r.wM,lr r ew.Mr r i SCREENS AND HARDWARE AS REQUIRED.ALL GLASS //rr nrr r.wYr4r r.w/rrrlYn �I l ra•w r.wr.Na r wMNa E 4 rr++W+ nrrn.rr q / e IS TO BE FREE OFD BY THE M AND IMPERFECTIONS •rK rrwiFanY rrw rr•r W WI AND GUARANTEED BY THE MAFIUFACTURERFORA w rr)Ka„(fr r. puwwr••4+rnr4rr•+ora rar n r r r.wr•tr r.wY.4r ra x,r . r PERIOD OF NO LESS THAN 5 YEARS, ALL WINDOWS TO 4 wWir•IYYry+F r•nr ,x, r r ro K �� / w=w•�4A�rt+ • BE ANDERSON UNLESS INDICATED OTHERWISE, r an DIN W4r. Yrn YYxy nrr•rrr rlirfYf / I I . ��* Ib'• �.�, Ifd'QU_ ZIu(o" N2 2 Ilol' q r Q SWA%GLOW a M a MST Fs Fes• F� DEC .r, RIIROIIWOAK, OiwTAawT / rrrr4ru•r4 wrrr-us rr Fir PA Ado tr J// raatM Is/YrY r wy .yrrW�•fr w rliir•YrrY+r_Y ' ♦ nr4,r•1 rrrw4�YrIW Hb•e wnr4 rrM .f _ � ��" " / Lw 4r•I rlrr U'461,ALt4i. a�`( j flljff] I��P.//A� N1T— /AL1 +� �UDe I({p/l/%den wWnY Yr Yrnr..rrr' �`r wW4 I rI1-1faU '.'+�✓ '✓ 011rY4rYAwYWYw+IyWr Ham• +� YrYf•rt r.r.r rrr,4 , wrYMw r_4_w•rY.yryWfry.4y4 LI' YrnrW Wr�rrr._rrY•rY 1grr��Q�� ®U2 u AAT 2 i -PJF�ac 1(P r Q ----- © � Palacino Residence VW!= I �0, SAI V ' I 460X Carleton Avenue `r ,r , Gllp Terrace,NY 11752 / I phone: 631.859-3488 fax: 631459-3189 ; ✓ -- �7 �pin � v6NT� CTYPi Gq n N � �7 - - - ' h� L� c, I )KHJ - `,'ELEVATIONELEVATION -- yq,,i,�,. 4 D„ I6E. 4 I-l-fFR BE M t J Luj a LL I u-Ij L4A I s T� Y s _ 1 � - ` � Palacino Residence ELEVATION �,��K ELEVATION s ►�� -- � Q" yGl �, � , b • - 60 Carleton Avenue IsUp Terrace,NY 1175] p Y ) 6c¢e: 631.859-3488 ✓✓✓✓ fa:: 631-859-3489 r/ i --- 17i --- - ��..-_ -- - - - --------- - - - -._ Vi r1 Ohl �� A7f 461T( L��j L - -- - - - UIT1 -Ul - - LLU_ 6 z .ELEVATION ELEVATION - - GaF kJ EAT WPIS A16r l F1 � Ht Hfl- -0 f" lw, V6rl1 I Palacino Residence ELEVATION ELEVATION �. ►per -- - i _ ___ '�LE�P-'Tl arilG) 9 J ift � 60 Carleton Avenue � ialip Ternle,NY 11752 Dr/ J phone: 631.839.3488 /YY) f": 631-859-3489 ✓