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Home My WebLink About50672-Z �o�SUFFot,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50672 Date: 5/14/2024 Permission is hereby granted to: Spanos, James PO BOX 777 Cutchogue, NY 11936 To: construct single-family dwelling as applied for with SCHD approval. At premises located at: 450 Main St, Greenport SCTM #473889 Sec/Block/Lot# 34.-3-21 Pursuant to application dated 3/11/2024 and approved by the Building Inspector. To expire on 11/13/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,711.50 CO-NEW DWELLING $100.00 Total: $2,811.50 Building Inspector FIELD INSPECTION REPORT I DATE COMMENTS r FOUNDATION(IST) ------------------------------------ con ZC FOUNDATION (2ND) O S z 3cn s� ROUGH FRAMING& PLUMBING y cp r t� INSULATION PER N.Y. STATE ENERGY CODE + FINAL, ADDITIONAL CO ENTS c/► O z rn W 4 y cJ�z � x � x 6�d J � ►d H of Ott�4 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://Nvww.soutlioldtownny.g.ov Date Received APPLICATION IL I IT El For Office Use Only j S � PERMIT NO. � Building Inspector: MAR 1 1 2024 � Applications and forms must be filled out In their entirety Incomplete N' app�icatlons will not be accepted not the owner,art Owner's Authorizatson form{Page 2)shot!be complted a � e Date: 0111lNER{S OF PROPERTY �a'� ., ;fix .. k Name: SCTM# 1000-3 Project Address: Phone#. '� �- Email: ' Mailing Address a o - ^D�K mm dP✓�: _t7 k r S a fi a N=2�•g .�M CONTACTPER50 ;� eNIL � ;..;. x..,,,. ,. . ,2%''.,%S u..-Y _"s.. ,:s:. 3 "• io= :�,�``' .. �e.Y ',,. >�L4.f'<$za r _s 2„- n a.#,"'+'me^, Name: r ' Mailing Address: Phone#: •„ Email: L ,u DESIGN PROFES ZONAL 1NFQRMATIQN ' r h Name Mailing Address � Vo M..__ _....._.. ..cam _„..... .. Phone#: Emai : , S CONTRACTOR INFORMATION a - ... r... 4' , ;_ ...,.. ¢, . Name: r' Mailing Address: 1.Phone#: 77 777-7 Email: E dGSCR1PTt01�OF PtOPQSED CONSTRUCTI0�11 , ' y _ �"3,�r,°.s New Structure ❑Ad ition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other •Q'w Wes: $ Will the lot be re-graded? ❑Yes 2' 11� Will excess fill be removed from premises? ❑Yes o 1 s �x g PROPER?Y INFORMA710N !«... ,� "As �. ,�w„,,. z a °t, „p ,� ,, ,.,�.. .;..' . :°•uz".u.,r.`.v- .:,'�,a•,,..w.�..€"-..�,*' ;i�':?."s.,° .l""... Ers�?` Existing use of property: Intended'use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 21 o IF YES, PROVIDE A COPY. zp •;; k K"'"¢"'s hG ; p , ,.,__ `3�w.,, ,r. r„ a{,_'.,:. - »fie "` ....°,` :: u9a•' ,aE.a ,z The ownerontraotar{designrofdssional is respanstble for.ait drainage and'storrr�yr >er issues prauidati by '* y Xuv .: x-: , ar l N .�, xt � Chapter 23F6 of the Town'Code APpLiCA t IC1N 15 HEftEB�/MAF t to the Building iaepartment f6rf6 issuance,af a Building pde if pursuant to fhe Building Zone„ grdinance of ti�a Town of Southold,Suffolk;County, teivYrirk and"oEier applicable laws;�grdiria�ces or Regulations,#hr tiie co struiad"ofbp}dings; " . , � , additions,alterations orfoPremoval or demolition as herein describedgThe applicant agrees to co►nply with all applicable iaw3 ortiinaricag,building code, . : Wu sing coderand reglatos and to admit authorizedinspectors apemises antlxip butlding(s)forgnecessary inspections False statements made herein are ' Pun ishable as a ClassAmisdemeaoar pursuant to Sectioniq M afthe New York State penaGlaw Application Submitted By(print name) ❑Authorized Agent 4F.�Wner Signature of Applicant Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01SU6185060 SS: Qualified In Suffolk County COUNTY OF Commission Expires April 14,2�T being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, M/he is the (Contractor, Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ovi C,� , 20—cCV �� 1 Notary Public ' PROPERTY'OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 *pF SO!/lyQlo Town Hall Annex " Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q �yOUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 28,2023 To: East End Assets LLC 2400 Sound Drive Greenport,NY 11944 RE: SCTM# 1000-34:3-21 —East End Assets LLC (James Spanos), determination of merger request East End Assets LLC: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions,please feel free to contact me at(631) 765-1802. Respectfully Yours, JAW-Q� Tracey D r, Building Pe is Examiner PROPOSED 2 STY FRAME DWELLING 24-43 LOT AREA 21,468 SQ.FT. ( 0.493 ACRES ) WITH 4 BEDROOMS DATUM NAVD 1988 1 st fl = 1,506 SQ. FT. 12.5' = existing elev. 2nd fl = 1,415 SQ. FT. TOTAL = 2,921 SQ. FT. GARAGE = 518 SQ. FT. COVERED PORCH = 52 SQ. FT. MAP OF CHAMPLIN LOT NUMBER 36 I LOT 29MBERI 28 LOOT NUMBER I LOT 29MBER O I DWELL/WELL 11 j DISTANCE TO WELLS GREATER THAN 200' Lli � a WO.6'E S 23'231402PE 134.37' chain link fence 2 fc 0.1'S fc 0.1'E fc 1.5'E �fc 3.5'E fc 0.3'E ti 9.8' X —T X— W 0 mon man fence 9•5' 'fc 0.0'E c 0.2'S 1 N wd stockade fence 00 24' N c D) r- .o PROPOSED POOL EN tp fc 0.2'N 20'x4O' O fd man _(0 �fc 0.1'S fc 0.67S wd ro and stepsU) W U U o 3'x8' N m c [18.76' inY 25' of 44.5 mUi O W 4! N PROPOSED 2FR DWELL s>Y I GAR Noa masonry W stoop 9.0' 7.0' 24.0' 3 U O 4x3.5' �14.0'to 14.0' 35' toNPorvice E�d na Z hole o elev.=12.5'/ proposed driveway0.0'N fa! mon 1.0'S fc 0.5'E` 1 5' fc 0.3'E 134.34 11.2' fd pipe Bole N 23-41'30"W 134.34' o po►e conc. curbing ,m 12.5' MAIN STREET 1�7. u° existing water main 'a �O 0 c FLAGGING NOTE: #9 9-28-2023 SHAWN M. BARRON, M.S. FLAGGING DELINEATED AND FLAGGED THE FRESHWATER WETLAND BOUNDARY'S \X #8 FLAGGING - #7 FLAGGING NOTE: Location of water mains & adjoiners water supply by others and are not guaranteed. FLAGGING X #5 \ • \FLAGGING FLAGGING 4 # TEST HOLE by \ FLAGGING #2 McDONALD GEOSERVICES X DATE: 9/27/2023 \ GG►NG TEST HOLE = 12.5' 3-23-2024 REVISED PROPOSED DWELLING and SHOW PROPOSE POOL 0' Brown Silty Sand THE OFFSETS(OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES To THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB NO. Z3-181 FILE No. 1085E SM TN INTENDED To GUIDE THE ERECTION OF FENCES, RENING WALLS. POOLS. PAMOS, 2' PLAMING AREAS.ADOMON TO BUILDINGS OR ANY OTHER CONSTRUCTION. _ SURVEYED FOR EVAN YERASIMOU UNAUTHORIM ALTERATION OR ADDITION TO THIS SURVEY IS A MOLA71ON OF SECTION 7209 OF-THE NEW YORK STATE EDUCATION LAW. - GUARANTEES INDICATED HERON SHALL RUN ONLY To THE PERSON FOR WHOM THE Pale brown fine to SURVEY IS PREPARED,AND ON HIS BEHALF TD THE TITLE COMPANY. GAVE RNMENTAL SITUATED AT GREENPORT AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE coarse sand SW LENDING INSRNRON.GUARMREFS ARE NOT TRANSFERABLE TO ADDITIONAL INSRTURONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 10-09-2023 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY FILED MAP No. DATE CERTIFIED ONL . ,(�Q,F TAX MAP No. 1000-34-3-21 DISK 2023 — - - 10.9' v®�, 5 R,�A,O� �P� HAROLD F. TRANCHON JR. P.C. .^ 0 LAND SURVEYOR Water in pale brown �� L P.O. BOX 616 to coarse sand SW 17' < e_ 1866 WADING RIVER-MANOR RD. WADING RIVER, COMMENTS: WATER ENCOUNTERED 10.9' NEW YORK, 11792 BELOW- SURFACE sI1, O N.Y. IC 048992 631-929-4695 HAi,2 LD F. TRAVC�O1zJR3 PENN. C. No. 2115-E - ^r fC spa rr Telephone(631)765-1 h02 Town Hall Annex s' v 54375 Main Road N ' P.O.Box 1 179 j Southold.NY 1 1971-0959 `y '� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 28, 2023 To: East End Assets LLC 2400 Sound Drive Greenport,NY 11044 RE: SCTM# 1000-34.-3-21—East End Assets LLC (James Spanos), determination of merger request East End Assets LLC: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions,please feel free to contact me at(631) 765-1802. Respectfully Yours, re Cx�U:�Z� Ike Tracey D r,Building PermV Examiner TOWN of SOUTHOLD ,,OFFICE OF BUILDING INSPECTOR Town Hall Annex Receipt No.10 4 8 g g Southold, New York 11971 Date Received of E-60 /100Dollars For ❑ Fee for ❑ Fee for I] Fee for ❑ Fee for ❑ Fee for —L�/Fee for Rental Disapprovals Building Permit Certificate Electrical ,_,�, / of Occupancy Inspection L4}'Check# � �� ❑ Credit Card $ G=1`1 ❑ Cash Building Department Nunemaker, Amanda From: Elaine Margiotta <emargiotta@fcsettle.com> Sent: Tuesday, May 7, 2024 4:0.1 PM To: Nunemaker,Amanda Subject: RE:450 Main street Yes you are correct. I will prepare a policy and send to you in the morning for$25,000.00 HAVE A BLESSED DAY! ELAINE MARGIOTTA FIRST CHOICE SETTLEMENT LLC DIRECTOR OF CLIENT RELATIONS 510 BROADHOLLOW ROAD SUITE 308 MELVILLE NY 11747 PHONE (631)393-2650 X202 Fax (631)794-2777 Cell (516)984-0082 EMARG IOTTA@ FCSETTLE.COM -----Original Message----- From: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Sent:Tuesday, May 7,2024 3:59 PM To: Elaine Margiotta<emargiotta@fcsettle.com> Subject: RE:450 Main street Hi Elaine, I want to be sure I am understanding the information properly. I believe what you sent me is indicating that the search was last updated on 4/9/24 and the only change was on the subject lot(1000-34-3-21)---is this correct? Also, I do not see the required$25,000 liability to the Town on it. -----Original Message----- From: Elaine Margiotta <emargiotta@fcsettle.com> Sent:Tuesday, May 7, 2024 1:39 PM To: 'Evan Yerasimou'<amplaza27@gmail.com> Cc: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: RE:450 Main street PLEASE SEE UPDATED SEARCH AND ORIGINAL SINGLE AND SEPARATE Please let me know what else you need and ill expedite asap HAVE A BLESSED DAY! ELAINE MARGIOTTA FIRST CHOICE SETTLEMENT LLC DIRECTOR OF CLIENT RELATIONS 510 BROADHOLLOW ROAD 1 SUITE 308 MELVILLE NY 11747 PHONE (631)393-2650 X202 Fax (631)794-2777 Cell (516)984-0082 EMARG IOTTA@ FCSETTLE.COM -----Original Message----- From: Elaine Margiotta Sent: Wednesday,April 24, 2024 8:53 AM To: Evan Yerasimou<amplaza27@gmail.com> Cc: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: Re:450 Main street Sure Elaine Margiotta Director of client relations First choice settlement LLC 510 Broadhollow road suite 308 Melville NY 11747 631393 2650 Cell 516 984 0082 Emargiotta@fcsettle.com >On Apr 24, 2024,at 8:32 AM, Evan Yerasimou<amplaza27@gmail.com>wrote: > > Elaine, >Can you please update the single and separate deed search you did last year for the above address?The department needs a current search. Please email it back to all so Amanda will receive it. >Thanks. >Thanks. > Evan Yerasimou >Shanghai Enterprises LLC >21-16 31 Avenue Astoria NY 11106 >+1-516-695-9595 2 0 Da t* .a1T1Fa.,CE T.516.663.06004,657.205.37M:E.AII.NY.CUstomecService@datalracetitle.com Real Property Exam Update (up to 11 months) TITLE #: CTSY954-NY PREPARED FOR:FIRST CHOICE SETTLEMENT, LLC (FIRSTCH) , ORDER ID:12405799 PREMISES: 450 MAIN STREET, GREENPORT State: NY County: SUFFOLK Town: SOUTHOLD Unincorp: GREENPORT District: 1000 Section: 034.00 Block: 03.00 Lot: 021.000 Please See Attached Documents r THIS SEARCH CONTAINS RETURNS FOUND FROM PRIOR EFFECTIVE DATE STATED TO CURRENT EFFECTIVE DATE ONLY.PLEASE SEE PRIOR REPORT FORADDITIONAL INFORMATION. IMPORTANT NOTICEABOUT SEARCH INFORMATION HEREIN DATATRACE INFORMATION SERVICES,LLC.DISCLAIMS ANYAND ALL LIABILITY TO ANY PERSON OR ENTITY FOR THE PROPER PERFORMANCE OF SERVICES REFLECTING THE CONDITION OF TITLE TO REAL PROPERTY.THIS SEARCH WAS COMPILED FROM PUBLIC RECORDS MADE AVAILABLE FROM VARIOUS COUNTYAND MUNICIPAL OFFICES,AGENCIESAND DEPARTMENTS. THE SERVICESARE PROVIDED"AS IS'WITHOUT WARRANTY OF ANY KIND,EITHER EXPRESS OR IMPLIED,INCLUDING WITHOUT LIMITATION ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,OR WARRANTIES BASED ON COURSE OF DEALING OR USAGE IN TRADE OR ERRORS OR OMISSIONS RESULTING FROM NEGLIGENCE,MIS- INDEXING,MIS-POSTING OR ITEMS THATARE AFTER THE EFFECTIVE DATE OF THE SEARCH.THIS IS NOTAN INSURED SERVICE.IN THE EVENT THIS SEARCH INCLUDES A"READING" CUSTOMER MUST EXAMINE THE PRODUCT PRIOR TO ISSUING A COMMITMENT.THIS DISCLAIMER SUPERSEDES ALL PRIOR AND CONTEMPORANEOUS UNDERSTANDINGS.THE SERVICES ARE EXCLUSIVELY FOR THE DATATRACE CLIENTAND NOT FOR THE BENEFIT OF ANY THIRD PARTIES. 006000/006000 DataTracE UTE/CONTINUATION RESULTS TO: �,-,7 COUNTY: kk— TODAY'S DATE: 5 h I a- #OF PAGES: ORDER ID/TITLE#: J, L\1,S 19 q FROM DATE: NOTHING FOUND EW RESULTS NEW RECORDED INSTRUMENTS 11,12 3'0 ti NEW FILED LIEN INFO vs. PREMISES NAME SEARCH RETURNS (NEW RETURNS PROVIDED) ST UCC& NAMESSEARCHED N O Y L1.(�I-� �Y1S JUD FTL UCC FTL Ck, (JY10 S ee c- o,� on i d. a8 Q Q )ct. aG s 0 Q THE FOLLOWING NAMES WERE SEARCHED IN SURROGATE'S COURT:. NOT SEARCHED N/F OUND-SEE ATTACHED N/F FOUND-SEE ATTACHED N/F FOUND-SEE ATTACHED N/F FOUND-SEE ATTACHED NOTES i EFFECTIVE DATE THESE SEARCHES ARE FOR INFORMATION ONLY. DataTrace,NY Production T.516.663.0600 F.657.205.3795 E. AII.NY.Customer.Service@datatracetitle- l lllllll IIII lull lull lull lull lull lilli lull IIII lllf I IIIIII IIIII Iflll IIII IIII . SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 12/28/2023 Number of Pages: 4 At: 8:21:28 PM Receipt Number: 23-0162542 *ELECTRONICALLY RECORDED* Transfer Tax Number: 23-15382 LIBER: D00013230 PAGE: 821 District: Section: Block: Lot: 1000 034.00 03.00 021.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount $375,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Comm.Pres $7,500.00 NO Transfer Tax $1,500.00 NO Transfer Tax Number: 23-15382 Fees Paid $9,395.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A HILL Vincent Puleo County Clerk, Suffolk County Numbarotpages4 RECORDED 12/20/2023 0:21:28 PM VINCENT PULEO CLERK OF This Document will be public SUFFOLK COUNTY reca!ti. Pleaserefrove all L D00013230 Sodal Socunty Numbers P 821 pnor to recording. 23-15382 Deed f Mortgage Instrtansrtt Dead/Mortgage Tax Stamp Reaordrng I Filing Stamps 3 FPS Page;Fifing Fee MortmeAnt 1,Basic Tax Handling 20. 00 2. Additional To TP594 5.00 Sub Total Notation 0.00 Spoc,r'Asan. EA-52 V(County) 5.00 SubTotal 50.00 or Spec./Add, Ph52V(State) 125.00 TQT.MTG.TAX RP.T.S.A 200.00 Dual Town Dual County _ Held for Appointment Comrn.ofEd. . 00 TtansWTax 1,500.00 Aqfficia„it . Mansion Tax 0.00 Certified Copy 0.00 The mpe►ty coveted by this modgage is or wQ be improved by a one or two NYSSurcharge Is, 00' . Sub Total 345.00 tamaydwommQwy. Other 395.00 YES ar NO Gland Total If NO,see appropriate tax dause on page 4 of this irmkument. 4 Dist. Section ftok Lot 5 Cosnawrdty Preservation Fund RW1Praperty 23049'IS ConsiderationAracunt$375,000.00 T=$Orvice a on n AgenrY +annoza GPR Tax Dim $ 7,500.00 Verification Improved 6 a ns aLIU Praoketfy OWfiers t ass RECM&RiiURN TO: lfacard Land x First Choice settlertoent, LLC TD 10 510 SroadhollowP Pd Melville BY 11747 TD M , Mail to: Vincent Pulee,Surmik County Clerk 71 Title Company information 310 Center Drive, Riverhead, NY 11901 Co Nance www.suffolkommyny.gov/dark rwas $ Suffolk ounty Recording & Endorsement Page This page forms part of the attached Dt3SD made by; (SPMFYTYPEOF INSTRUMENT) The premiseaherein issiituuWd in SUFFOLK:OtIPRY,NEW YORK TO in the TOWN of SOUTHOLD IntheMLLAGE or HAMLET of BOXES TMRU S NUSi SEr(PW OR PRINTED IN BLACK IW ONLY PRIOR TO P,ECOROING OR FILING. 0 IMPORTANT NOTICE If the document you've Just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes, Nou_will now need to contact your l ocal Town T ax Receiver so th at you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 10. and on or before May 31- Failure to make payments in a timely fashion could result in s penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead. N-Y. 1190-1 (631)957-3004 (631)727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiverof Taxes One Independence Hill Shelter Island Town Hall Farmingvllle,N.Y.11738 Shelter Island,N.Y. 11964 (631)451-9009 (631)749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631)k4-2770 (631)360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton. N.Y.11968 (631)351-3217 (631)283-5514 Islip Town Receiverof Taxes Southold Town ReceiverofTaxes 40 Nassau Avenue 5309SMain Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631)2`4-5580 (631)765-1803 Sincerely, Vincent Puleo Suffolk County Clerk II•vwi.on�a BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR (INDIVIDUAL) STATUTORY FORM B THIS IS A LEGALLY BINDING INSTRUMENT.IF NOT FULLY UNDERSTOOD, WE RECOMMEND ALL PARTIES TO THE INSTRUMENT CONSULT AN ATTORNEY. BEFOR,�SIGNING- THIS INDENTURE,made the jpday September 2023, between James Spanos and Nikolaos Spanos as Tenants in Common 450 Main Street,Greenport,New'York 11944 party of the first part,and East End Assets LLC 5725 E.Hampton,Blvd,Bayside,N.Y, 11364 party of the second part: b WITNESSETH,that the party of the;first part,in consideration of one dollar and other good and valuable consideration,lawful money of the United States,paid by the party of the fqn second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns forever, All that certain plot,piece or parcel of land,with the buildings and improvements thereon,erected,situate,lying and being near the Village of Greenport,'Town of Southold, County of Suffolk,State of New York,known and designated as See Schedule A Attached Said premises being known as 450 Main Street,Greenport,New York 11944 Being&intended to be part of the same premises conveyed to the party of the first part by deed dated 07/18/2018 and recorded 08/22/2018 in Liber 12974 Page 921 of Suffolk County. TOGETHER with all the right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof:TOGETHER with the appurtenances and all the estate rights of the party of the first par[in and to said premises;TO HAVE AND TO HOLD the parties herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second pan forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the . party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first of the payment of the cost of the improvement before using ay part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has hereunto set his hand and seal the day and year first above written. In the presence of: J ES 7.7 jPfi OS First Choice Settlement, LLC Title No.: ctsy954-ny Issued on behalf of WFG National Title Insurance Company SCHEDULE A SCHEDULE A: From DEED LIBER 12974 PAGE 921 ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being near the Village of Greenport,Town of Southold, County of Suffolk and State of New York, being bounded and described as follows: BEGINNING at a point on the easterly side of Main Street, distant 134.34 feet North,as measured along the easterly side of Main Street,from the corner formed by the intersection of the easterly side of Main Street and the northerly side of Champlin Place; RUNNING THENCE along the westerly side of Main Street, North 23 degrees 41 minutes 30 seconds West, 134.34 feet; THENCE North 73 degrees 20 minutes East, 161.28 feet; THENCE South 23 degrees 23 minutes 40 seconds East, 134.37 feet; THENCE South 73 degrees 22 minutes 50 seconds West; 160.65 feet to the easterly side of Main Street and the point or place of BEGINNING Section: 034.00 Block: 03.00 Lot: 021.000 DIST 1000 450 MAIN STREET, GREENPORTINY 11954 Acknowledgment by a Person Within New York State(R.PL§ 309-a) STATE OF NEW YORK ) COUNTY OF - /i _' )ss.: CC71 ) On the Iq day of September,2023,before me,the undersigned,personally appeared James Spanos �Qs .��Qa��-�' personally known to me or proved o me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that she executed the a. her capacity(ies),,and that by her signature(s)on the instrument,the individual(s),or e� on upon behalf of which the individual(s)acted, executed the instrument. (signaym:v n office of individual taking acknowledgment) NO, ARY PUBLIC ELAINE MARIE MARGIOTTA NOTARY PUBLIC.STATE OF NEW YORK REGISTRATION NUMBER:01 MA600a20/ QUALIFIED IN NASSAU COUNTY COMMISSION EXPIRES.TUNE 0a,2028 Acknowledgment by a Person Within New York State(RPL§ 309-a) STATE OF NEW YORK ) COUNTY OF SUFFOLK )ss.: On the 15'N day of September,2023,before me,the undersigned,personally appeared Nikolaos Spanos personally known to me or proved to me on the basis of satisfactory evidence to be the individuals)whose names)is(are)subscribed to the within instrument and acknowledged to me that she executed the same in her capacity(ies),and that by her signatures)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. s1 re a office of individual taking acknowledgment)NOTARY JACQU CINE 5 A.B RBARO NEW PORK NOT RY PUBLIC QIALIREO iN SUFFOLK COUNTY,No,4878981 COMMISSION EXPIRES DEC.S. a Jam Bargain and Sale Deed with Covenants Against Grantor's Acts Section 034.00 itie No etav954-nv Block 03.00 SPANOS Lot 021.000 To County or Town SUFFOLK GERASIMOU Street Address 450 Main Street Return By Mail To: DataTracE® ' UPDATE/CONTINUATION RESULTS TO: �� COUNTY: SUFFOLK TODAY'S DATE: — #OF PAGES: ORDER ID/TITLE#: 3LA 6 I vl� _FROM DATE: NOTHING FOUND ( NEW RESULTS NEW RECORDED INSTRUMENTS NEW FILED LIEN INFO vs. PREMISES NAME SEARCH RETURNS (NEW RETURNS PROVIDED" 1 2-3 NAMES SEARCHED "Only`Noted Variations Ran" T UCC JUD FTL UCC FTL X X X X X X X X NOTES EFFECTIVE DATE: THESE SEARCHES ARE FOR INFORMATION ONLY. } DataTrace,NY Production T.516,663.0600 F.657.205.3795 E. All-NY.Customer.Service@datatracetltle.com Page 1 of 5 ataTii-a c E T.516XO.0600 F.657.205,3795 E.AII.NY.CuStomer.Servke@dMatracatitic.com Full Title Search TITLE #: CTSY954-NY EFFECTIVE DATE:"6/20/2023 PREPARED FOR:FIRST CHOICE SETTLEMENT, LLC (FIRSTCH) ORDER ID: 12405799 PREMISES: 450 MAIN STREET, GREENPORT STATE: NY COUNTY: SUFFOLK TOWN: SOUTHOLD UNINCORP: GREENPORT District: 1000 Section: 034.00 Block: 03.00 Lot: 021,000 As a result of closures due to Covid-19, there is a possibility that the governmental offices have not timely indexed the documents presented to them for recording and filing. Bata Trace will not be responsible for any of the aforesaid inconsistencies and hereby disclaims any liability for these discrepancies. TITLE FOUND IN: James Spanos and Nikolaos Spanos, as tenants in common, by Deed in Liber 12974, Page 921 MORTGAGES: 0 LIENS VS THE PREMISES: RECORDED LIENS 0 BUILDING LOAN AGREEMENT 0 LIS PENDENS 0 MECHANICS LIEN 0 COVENANTS, RESTRICTIONS AND EASEMENTS SEARCHED SHOWING THE FOLLOWING RETURNS OF RECORD: ***NONE FOUND*** LIENS VS NAMES: FROM TO ,IUD FTL UCC SPANOS, JAMES (OWNER) 3/1/2010 DATE 2 0 0 SPANOS, NIKOLAOS 3/1/2010 DATE 1 2 0 IMPORTANT NOTICE ABOUT SEARCH INFORMATION HEREIN DATA TRACE INFORMATION SERVICES LLC DISCLAIMS ANY AND ALL LIABILITY TO ANY PERSON OR ENTITY FOR THE PROPER PERFORMANCE OF SERVICES REFLECTING THE CONDITION OF TITLE TO REAL PROPERTY.THS SEARCH WAS COMPILED FROM PUBLIC RECORDS MADE AVAILABLE FROM VARIOUS COUNTY AND MUNICIPAL OFFICES,AGENCIES AND DEPARTMENTS.THE SERVICES ARE PROVIDED"AS IS'WITHOUT WARRANTY OF ANY KIND,EITHER EXPRESS OR IMPLIED,INCLUDING,WITHOUT LIMITATION,ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,OR WARRANTIES BASED ON COURSE OF DEALING OR USAGE IN TRADE OR ERRORS OR OMISSIONS RESULTING FROM NEGLIGENCE.MIS-INDEXING,REDACTION,MIS-PO5TING OR ITEMS THATAREAFTERTHE EFFECTIVE DATE OF THE SEARCH.THIS IS NOT AN INSURED SERVICE OR REPORT OF TITLE.EVEN IF THIS SEARCH INCLUDES A'READING'OR EXAMINATION,CUSTOMER MUST EXAMINE THE PRODUCT PRIOR TO ISSUING A REPORT OR COMMITMENT.IT IS CUSTOMER'S SOLE OBLIGATION TO COMPLY WITH APPLICABLE FEDERAL AND STATE LAWS AND REGULATIONS IN THE USE OF DATA TRACE'S PRODUCTS AND SERVICES,INCLUDING BUT NOT LIMITED TO,THE UNITED STATES DEPARTMENT OF THE TREASURY,FINANCIAL CRIMES ENFORCEMENT NETWORK,GEOGRAPHIC TARGETING ORDER.THIS DISCLAIMER SUPERSEDES ALL PRIOR AND CONTEMPORANEOUS UNDERSTANDINGS,THE SERVICES ARE EXCLUSIVELY FOR THE DATA TRACE CLIENT AND NOT FOR THE BENEFIT OFANY THIRD PARTIES. 0015000/0015600 Continued.. Page 1 of 12 FaCE .663.0600 F.657.205.370'E.AII.NY,Cusko trace titlexam Single and Separate Search TITLE #: CTSY954-NY EFF VE DATE: 4/14/2023 PREPARED FOR:FIRST C CE SETTLEMENT, LLC (FIRSTCH) ORDER ID: 12405799 PREMISES• 435 STERLING PLACE, GREENPORT STATE: NY COUNTY: SUFFOLK TOWN: SOUTHOLD UNINCORP: GREENPORT District: 1000 Section: 034.00 Block: 03.00 Lot: 020.000 As a result of closures due to Covid-19, there is a possibility that the governmental offices have not timely indexed the documents presented to them for recording and filing. Data Trace will not be responsible for any of the aforesaid inconsistencies and hereby disclaims any liability for these discrepancies. TITLE IS VESTED IN: MORTGAGES: 0 LIENS VS THE PREMISES: RECORDED LIENS 0 BUILDING LOAN AGREEMENT 0 LIS PENDENS 0 MECHANICS LIEN 0 COVENANTS, RESTRICTIONS AND EASEMENTS SEARCHED SHOWING THE FOLLOWING RETURNS OF RECORD: ***NONE FOUND*** DOCUMENT TYPE: RECORDED DATE: LIENS VS NAMES: FROM TO '******NOTES****** Please be advised that the deed chain for tax lot 019.000 does not mention that they are filed lots P/O 29-28 on filed map# 337 "Sixty lots of land belonging to Champlin, John G. (Greenport)" filed on 10/23/1873. Please be advised that the deed chain for tax lot 002.000 does not mention that it is also part of the filed map "Sixty lots of land belonging to Champlin, John G. (Greenport)" filed on 10/23/1873 and known as filed lots 36" P/0 35 on filed #337 IMPORTANT NOTICE ABOUT SEARCH INFORMATION HEREIN DATATRACE INFORMATION SERVICES LLC DISCLAIMS ANY AND ALL LIABILITY TO ANY PERSON OR ENTITY FOR THE PROPER PERFORMANCE OF SERVICES REFLECTING THE CONDITION OF TITLE TO REAL PROPERTY.THIS SEARCH WAS COMPILED FROM PUBLIC RECORDS MADE AVAILABLE FROM VARIOUS COUNTY AND MUNICIPAL OFFICES,AGENCIES AND DEPARTMENTS.THE SERVICES ARE PROVIDED"AS IS"WITHOUT WARRANTY OF ANY KIND,EITHER EXPRESS OR IMPLIED,INCLUDING,WITHOUT LIMITATION,ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,OR WARRANTIES BASED ON COURSE OF DEALING OR USAGE IN TRADE OR ERRORS OR OMISSIONS RESULTING FROM NEGLIGENCE,MIS-INDEXING,REDACTION,MIS-POSTING OR ITEMS THATARE AFTER THE EFFECTIVE DATE OF THE SEARCH.THIS IS NOTAN INSURED SERVICE OR A REPORT OF TITLE.EVEN IF THIS SEARCH INCLUDES A"READING"OR EXAMINATION,CUSTOMER MUST EXAMINE THE PRODUCT PRIOR TO ISSUING A REPORT OR COMMITMENT.IT IS CUSTOMER'S SOLE OBLIGATION TO COMPLY WITH APPLICABLE FEDERALAND STATE LAWS AND REGULATIONS IN THE USE OFDATATRACE'S PRODUCTS AND SERVICES,INCLUDING BUT NOT LIMITED TO,THE UNITED STATES DEPARTMENT OF THE TREASURY,FINANCIAL CRIMES ENFORCEMENT NETWORK,GEOGRAPHIC TARGETING ORDER.THIS DISCLAIMER SUPERSEDES ALL PRIOR AND CONTEMPORANEOUS UNDERSTANDINGS.THE SERVICES ARE EXCLUSIVELY FOR THE DATA TRACE CLIENT AND NOT FOR THE BENEFIT OF ANY THIRD PARTIES. 0080000/0081450 Continued.. Page 2 of 12 aTi'r O a � E T.516.663.0600 F..657.205.3795 E.AII.NY.Customer.Service@datatracetitle.com CHAIN OF TITLE Search back to: 4/23/1957. Map of: Sixty lots of John G. Champlin, Filed: 10/23/1873, No: 337, Variance:-, Filed Lot(s): P/O 28-29, Block: -, District: 1000 Section: 034.00 Block: 03.00 Lot: 020.000 41..-D LIB_ER 12499.PAGE 235 REC DATE 4/3/2007 _-,.--------------.,____- ------- ES-__-�_..,.___-______---_-w__ _____-_-- GRANTORS -_ Thomas Padden Thomas Padden and Susan M. Padden DATE:1/26/2007 ACK DATE: 1/26/2007 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 020.000 filed lots P/O 28-29 2 4 DEED fv� �LIBER 12389 PAGE_309 REC DATE: 5/26/2005, _�- GRANTORS GRANTEES Thomas Padden, as to undivided 50% Thomas Padden interest and Rose Mary Allen, as to an Undivided 50% interest, as tenants in common DATE:4/13/2005 ACK DATE: 4/13/2005 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 020.000 filed lots P/O 28-29 3 DEED LIBER 12265• PAGE 613 REC DATE 8/7/2003 GRANTORS GRANTEES Larry R. Rhodes, as Specific devisee under Thomas Padden as to an undivided 50% the last will and testament of Mary Lee interest, and Rosemary Allen, as to an Rhodes, deceased who died a resident of undivided 50% as tenants in common Suffolk County on 08/25/2002 Surrogate NO 1975 Page 2002 DATE:7/24/2003 ACK DATE: 7/24/2003 TITLE COMPANY: None TITLE NO: None Page 3 of 12 D I a taT,Fa c E T.516.663.0600,F.6S7.205.3795 E.AII.NY.Customer.Service@datatracetitle.com CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 020.000 filed lots P/O 28-29 DEED �4- � ~J �4 { f LIBER 3987 PAGE_427REC DATE_ 10/5/1955 _ _ _______ GRANTORS GRANTEES Isabelle L. Reeves, Individually and as Joseph E. Rhodes and Mary Lee Rhodes, his executrix of the last will and testament of wife, as tenants by the entirety Carrie L. DeCammara, deceased DATE:10/1/1955 ACK DATE: 10/1/1955 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 020.000 filed lots P/O 28-29 5- ,DEED - LIBER 13061' PAGE 225__-__REC DATE__6/17/2020_______ GRANTORS GRANTEES George Manolangas and Lambros Gavalas Joanne Greenbaum DATE:5/15/2020 ACK DATE: 5/15/2020 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 019.000 should state filed lots P/O 29-28 i6- DEED 9 LIBER-12981 PAGE_170 REC'DATE_10/3/2018_ - - - - - - ------- GRANTORS GRANTEES Joseph R Milovich Jr. and Ann M. Milovich, his George Manolangas and Lambros Gavalas wife DATE:8/30/2018 ACK DATE: 8/30/2018 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 019.000 should state filed lots P/O 29-28 Page 4 of 12 O ataTIFa c E T.516.663.0600 F.657.205.3M E.AII.NY.Customer.Semice@datatracetitle.com J- DEED LIBER_10951—PAGE_358__ REC DATE: 10/20/1989 _ _ ----------------------------------------------------- GRANTORS GRANTEES James R Sage and Beverly A. Sage, his wife Joseph R Milovich, Jr. and Ann M. Milovich, his wife DATE:9/27/1989 ACK DATE: 9/27/1989 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 019.000 should state filed lots P/O 29-28 ii8- DEED — R LIBE'k 9187_PAGE_585 REC DATES 5/26/1982_� - - - - --- - - - ------- ------------ ------ --- - GRANTORS GRANTEES William Heaney and Marion V. Heaney, his James R Sage and Beverly A. Sage, his wife wife DATE:5/21/1982 ACK DATE: 5/21/1982 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 019.000 should state filed lots P/O 29-28 9- DEED- _- LIBER 33955 PAGE 160 REC DATE_8/22/1955______ GRANTORS GRANTEES Marvin Shapin William Heaney and Marion V. Heaney, his wife DATE:8/20/1955 ACK DATE: 8/20/1955 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 019.000 should state filed lots P/O 29-28 40 D_ ' LIBER 12974 ,PAGE 921 R'EC:DATE: 8/22/20_18_ -�__ ---------------------------------------- ------------------------------------- ------- ------ GRANTORS GRANTEES Page 5 of 12 a taTir a CE T.516.663.0600 F.657.205.3795�LAII.NY.Customer.Service@datatracetitle.com James Spanos James Spanos and Nikolaos Spanos as, tenants in common DATE:7/18/2018 ACK DATE: 7/18/2018 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 021.000 11 DEED LIBER 12879,PAGE 713 REC DATE:_9/15/2016______�_ GRANTORS GRANTEES James Spanos and Nikolaos Spanos James Spanos DATE:7/18/2016 ACK DATE: 7/18/2016 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 021.000 12 :DEED.:. w _LIBER '12640 PAGE`359 'REC_DATE:-10/15/2010___-__ _ GRANTORS GRANTEES Angeliki Spanos, as Surviving tenant by the James Spanos and Nikolaos Spanos entirety DATE:9/19/2010 ACK DATE: 9/19/2010 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 021.00 13 DEED _LIBER 11802 PAGE_b3 _ REC DATE--: _118/1996i____ GRANTORS GRANTEES �- Joseph G. Straussner as executer and George Spanos and Angeliki Spanos, his wife individually of the last will and testament of Marjorie F. Straussner Page 6 of 12 Da td I IaCE' T.516.663.0600 F.657.205:3795 E.AII.NY.Customer.Service@datatracetitle.com DATE:10/11/1996 ACK DATE: 10/11/1996 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 021.00 14 DEED - 6 'LIBER 4283 PAGE 572' REC DATE•,4/9/1957____ ____ -�-� ----- -------------------------------- -- - - ------------------------------- GRANTORS GRANTEES Antone A. Straussner Antone A. Straussner and Marjorie F. Straussner, his wife, as tenants by the entirety DATE:4/8/1957 ACK DATE: 4/8/1957 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 021.000 J15 DEED,ir 1 i LIBER 12252 PAGE—3_30 R_EC DATE:_5/11/2003 GRANTORS GRANTEES Anna Cisterino, as surviving tenant by the Edward M. Cisterino entirety DATE:5/9/2003 ACK DATE: 5/9/2003 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 023.000 filed Lots 23-22 16'. DEED LIBER--55907 PAGE 116 REC DATE: 2/7/1966 ------- --- ------ � _ Yw_ ----------------------------- ------- - - -------- GRANTORS GRANTEES Harold R Verity, Ruth E. Cliver, Mildres V Camilo Cisterino and Anna Cisterino, his wife Austin, all of the next of Kin of Mary S. Verity Who died intestate 04/29/1965 DATE:1/10/1966 ACK DATE: 1/10/1966 Page 7 of 12 0 Datd11--acE T.516.663.0600 F.657.205.3795 E.'All.NY.Customer.Service@datatracetitte.com TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 023.000 filed Lots 23-22 17 DEED LIBER'1037 PAGE 98 _REC,DATE2/7/1922- GRANTORS GRANTEES Lillian G. Klipp Daniel L. Verity and Mary S. Verity, his wife, as tenants by the entirety DATE:2/6/1922 ACK DATE: 2/6/1922 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 023.000 filed Lots 23-22 THE FOLLOWING NAMES WERE SEARCHED IN SURROGATES COURT: .NAME SEARCHED SEARCH RESULT POD DATE FILE NUMBER i Daniel L. Verity NOT FOUND [1 BARGAIN AND SALE DEED W/ COVENANT }- -_LIBER_12792_PAGE_ 178. REC-DATE: 10/15/2014 _ GRANTORS GRANTEES Robert W. Jester and Diane G. Jester, Pierson Silver husband and wife DATE:9/30/2014 ACK DATE: 9/30/2014 TITLE COMPANY: Fidelity National Title TITLE NO: 14-7404-95355 CONSIDERATION: $10.00 OVC NYS TRANSFER TAX: $1,780.00 Note: Lot 024.000 should State filed Lots 21,22, P/O 24-27 ri DEED 'LIBER 7752 PAGE .573 REC DATE11/19/1974 ---- - --------------------------------------------------------- - - GRANTORS GRANTEES James F. Bahr, Jr. and Micheline J. Bahr, his Robert W. Jester and Diane G. Jester, his wife wife Page 8 of 12 o DataTif aCE T.516.663.0600 F.657205.3795'E:'AII.NY.Customer.Service@datatracetitle.cam DATE:11/8/1974 ACK DATE: 11/8/1974 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $10.00 NYS TRANSFER TAX: $37.40 Note: Lot 024.000 should State filed Lots 21,22, P/O 24-27 20 'BARGAIN'AND SALE DEED W/ COVENANT LIBER_6836 PAGE. 148 REC DATE_ 11/9J1970___ _ GRANTORS GRANTEES Edward Helinski, John Helinski, Peter James F. Bahr, Jr. and Micheline J. Bahr, his Helinski, Zigmund Helinski, Constance wife Helinski, and Helen Karol DATE:10/12/1970 ACK DATE: 10/12/1970 TITLE COMPANY: None TITLE NO: 7005-02893 CONSIDERATION: $10.00 OVC NYS TRANSFER TAX: $15.40 Note: Lot 024.000 should state filed lots 21,20 P/O 24-27 21 DEED _ LIBER 6299 PAGE 256, REC DATE. 2/5/1968��_______ ----------------------- _ _ ti GRANTORS GRANTEES Constance Helinski Edward Helinski, John Helinski, Peter Helinski, Zigmund Helinski and Helen Karol DATE:1/3/1968 ACK DATE: 1/3/1968 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $10.00 OVC NYS TRANSFER TAX: ILLEGIBLE Note: Lot 024.000 should State filed lots 21, 20 P/O 24-27 j22 DEED = _ .__-_LIBER 2430 PAGE_401'_ REC DATE-1_0/1_1/1945____ ----------- --- ------ - GRANTORS GRANTEES Augusta L. Macomber Constance Helinski DATE:10/4/1945 ACK DATE: 10/4/1945 TITLE COMPANY: None TITLE NO: None Page 9 of 12 0 DataTrdCE T.516.663.0600 F.657.265.3795'E.'Aii.NY.C6stomer.Service@datatracetitle.com CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 024.000 should State filed lots 21, 20 P/O 24-27 3 EXECUTORSDEED _LIBER 12749 PAGE__849 _REC DATE:_10/24/2013 GRANTORS GRANTEES Jacqueline Wolfson, as Executor of the last Jacqueline Wolfson will and testament of Sall Stern (aka Sali H. Stern) late of Suffolk County Surrogate's File No. 2013-2994 DATE:9/23/2013 ACK DATE: 9/23/2013 TITLE COMPANY: None TITLE NO: None CONSIDERATION: $10.00 NYS TRANSFER TAX: $0.00 Note: Lot 025.000 Filed Lot P/O 27 �24 BARGAIN'AND SALE.DEED.W/ COVENANT T (_ _ _LIBER 9475_PAGE_437_ _REC DATE_ 12/14/1983.� yy GRANTORS GRANTEES Joan Bacelli fka Joan Haberland and Linda Sall H. Stern and Jacqueline Wolfson Rose Palmiotto as devisees under the last will and testament of Jennie Haberland (aka Genevieve Haberland) DATE:12/5/1983 ACK DATE: 12/5/1983 TITLE COMPANY: Chicago Title TITLE NO: T12-83-03742 CONSIDERATION: $10.00 OVC NYS TRANSFER TAX: $0.00 Note: Lot 025.000 Filed Lot P/O 27 �25'FULL COVENANT WARRANTY DEED . .LIBER 2883 PAGE 554REC DATE_ 10/14/1948___ GRANTORS GRANTEES Augusta L. Macomber Chester Haberland and Jennie Haberland, his wife DATE:10/1/1948 ACK DATE: 10/1/1948 Page 10 of 12 0 a taTFa T.516.663.0600 F.657.205.3795'L AII.NY.Customer.Service@datatracetitie.com TITLE COMPANY: None TITLE NO: None CONSIDERATION: $0.00 NYS TRANSFER TAX: $0.00 Note: Lot 025.000 Filed Lot P/O 27 THE FOLLOWING NAMES WERE SEARCHED IN SURROGATES COURT: NAME SEARCHED SEARCH RESULT POD DATE, FILE NUMBER Chester Haberland NOT FOUND Page 11 of 12 0 Da ..tdII-dCE T.516-663.0600 F.657.205.3795 E.AII.NKCusibmea5ervice@datetracetitle.com SCHEDULE A: From DEED LIBER 12499 PAGE 235 All that certain plot, piece or parcel of land situate, lying and being at Greenport, Town of Southold, County of Suffolk and State of New York, known and designated as parts of Lots 28 and 29, as shown on the Map of"John D. Champlin" and filed 10/23/1873 as File No. 337, being bounded and described as follows: Beginning at a point on the westerly side of Sterling Place distant 194 feet more or less southerly as measured along the westerly side of Sterling Place from the comer formed by the intersection of the westerly side of Sterling Place and southerly side of Knapp Place: Running thence South 30 degrees 27 minutes 30 seconds East along the westerly side of Sterling Place 58.62 feet to land now or formerly of Sali H. Stern and Jacqueline Wolfson: Thence South 73 degrees 25 minutes 00 seconds West along last mentioned land and land now or formerly of Diane and Robert Jester and land now or formerly of Camilo Cisterino and wife,. 266.07 feet to land now or formerly of Angeliki and George Spanos; Thence North 23 degrees 23 minutes 40 seconds West along last mentioned land 58.97 feet to land now or formerly of Ann and Joseph Millovich: Thence the following two courses and distances along land now or formerly of Ann and Joseph Millovich: 1. North 80 degrees 17 minutes 00 seconds East, 172.25 feet to a point: 2. North 61 degrees 15 minutes 30 seconds East. 90.00 feet to the westerly side of Sterling Place, the point or place of beginning. Section 034.00 Block 03.00 Lot 020.000 Page 12 of 12 o DataTracE T.516.663.0600 F.657.205.3795 E.AII.NY.Customer.Service@datatracetitle.com LIENS VS THE PREMISES MORTGAGES & RELATED DOCUMENTS Dish: 10 ' [1034,0 #+ � �t ` hq .. ... • 1 � , • ,ate �+ Ao s Fo _ AN el; Ir rj z \ ,� \��,��1, [Sixty —Lots of Land Belonging to Champlin, John G. (Greenport) - -4/1A -Ikf' is .48 'I 4z AS j6z SS 53 xw4 "Aydld7h,71 ILI dWW Tr-;-�, - -377 37 60 .2-0 ( �� ---. . ...---- �� _ �� 'r, 3 ; -11 � -20 �37 Aj 1,vo. B3,7 C) C2 31 .. I kd� ck 40 40- 10 IS' pr CAD LLIL I. CO CAD DataTmCE" ik �� .. cw ^e (��s '►� �2t1 in 3 :3 7 S;x h4 kQtS c Ltn J b e° el G1i J- -A;h C . THESE SEARCHES ARE FOR INFORMATION ONLY. DataTrace,NY Production T.516.663.0600 F,657.205,3795 E. AII.NY.Customer.Service@datatracetitle.com DataTracE' CA mG 3 31 "sixu Ufs c -- b NLL 7 , —4i THESE SEARCHES ARE FOR INFORMATION ONLY. DataTrace,NY Production T.616.663.0600 F.657.205.3795 E. All.NY.Customer.Service@datatracetitle.com Fr czpir5 c, +Ci.x kQii - Cic; •c0c, Cac.�v�, DataTr-aCE' PAGE � OF r('I1 n COUNTY: Suffolk �FJ�I TITLE#: �,�Sy " 1 J ORDER ID: PREPARED FOR: ,,� I It f(ll AS OF DATE: a y- �j TOWN OF: C;�t}`W1 Cg` SEARCH BACK TO: y a,5 51 MAP OF: �►Xfi�{_ `_0�� C t .. chn G. Ulcul 10 FILED: 1 C;• A..5•W 13 NO.: 3 ?�1 VARIANCE: FILED LOT(S)'p'cJ.49., LCj BLOCK: — DISTRICT: SECTION: Cr y -vL' BLOCK: 0 33• L:e;, LOT: C CC GRANTOR: GRANTEE: �1 I 1�O'Ix1GLS C•��ti1 1 klwyla S paa(, t:,n fK• t'Ci J a e.r'1 MOT: LIBER: 10c( CP 33, KDATE: CARECORDED: •3 rNTOR: GRANTEE: Gi5 �Ci�(t CAS 1-c cv) lnnJt�,c1Cc, C:.S ��C�c� �s'r�c "in &m ,as MOT: `LL, l,U�; 11�i (✓; � ��Gy':�`, LIBER: CP � Ci DATE: l`i RECORDED: �•,�� .1,�� GRANTOR: I GRANTEE: (� 11 4(' l,*(, dcil �tiY-see- ,5 RkllV1 (,-S IN "\A LA tt, Arlwl to -ki Cv'l d m' AV4 ,4 S�1 (�� vA&v"JCA 67,11;4 cv) 'incur h emu, LIBER: ;� IT CID t� DATE: RECORDED: 7 1 L' GRANTOR: GRANTEE: Tsobek MOT: & LIBER: 3q CP DATE: I , .t- RECORDED: THESE SEARCHES ARE FOR INFORMATION ONLY. DataTrace,NY Production T.516.663.0600 F.657,205.3795 E. AII.NY.Customer.Service@datatracetitle.com PAGE 2 OF COUNTY: Suffolk VARIANCE: GRANTOR: GRANTEE: ' 1 l MOT: uql �c s1wmjJ LIBE CP )LA5 DATE: 5, 1 RECORDED: GRANTOR: GRANTEE: �Gq Ch �c:•l�.S ` MOT: LIBER: �(�1 CP n V DATE: •?yt;.4u RECORDED: GRANTOR: GRANTEE: �1rc� s MOT: 1 Ci�"uiq.o0o 4)K! u s��jt��► l �u� a�"vL4-�,� LIBER: l�;C�J I CP DATE: �j �.� �'S RECORDED: l; �L•�a`j GRANTOR: GRANTEE: , MOT: *%k uci- 11 � ��ld sip -�l •1 ,{x rI 9-�Y LIBER: CP h '� DATE: I $:)�- RECORDED: GRANTOR: GRANTEE: MOT: LIBER: CP I V DATE:g 1 .13 RECORDED: THESE SEARCHES ARE FOR INFORMATION ONLY. DataTrace, NY Production T.516.663.0600 F.657.205.3795 E. AII.NY.Customer.Service@datatracetitle.co.m ko-kcl •Jaws S�xul�...� k 'c 1Ckes_ t_& (w AktVvAb 'm C�-Mtn" *-. 1%+ 0';xl_ 000 1 LIBER: Cp DATE: RECORDED: Ci GRANTOR: GRANTEE: �x MOT: )lr LIBER: I ti C Cp DATE: RECORDED: GRANTOR: GRANTEE: tkz 444W \U; 13JAd j CT \A MOT'�-Aj- le-A rul 1111(il-vi 'LIBER: C P 3 DATE: RECORDED: GRANTOR: GRANTEE: ANALM MOT: l4 LIBER:' )," Cp DATE: RECORDED: GRANTOR: GRANTEE: sj. 4 . Ae lol� C.s fV b'C' i. MOT: LIBER: Cp DATE: RECORDED:j - H C-3 THESE SEARCHES ARE FOR INFORMATION ONLY. DataTrace,NY Production T,516.663.0600 F. 657,205.3795 E. AII.NY.Customer.Service@datatracetitle,com PAGE OF COUNTY: Suffolk VARIANCE: GRANTOR: _ I j- , GRANTEE: l.rLlW Y �ir\fig �Zt,l�h r' 0114 .6 f 1C L1S��l"1r)L i kzO�h cM t-�-4--t rwxf cIP J '�Uivq 61-a J�LJU1 ; .Tc ri l Ll . I�ls� \�1c�Nu 1 J 11 'iS '`l 1 v� 3,u;� -17'�; �1 �;u J �3 - 1 0�- LIBER: G�1 CP I I�; DATE: 'k tU.kj`s; RECORDED: GRANTOR: GRANTEE: c MOT: U 3 Qk �- LIBER: CID DATE: & • l� �—�- RECORDED: GRANTOR: GRANTEE: C J�C.i^ MOT: ` p lei} CJ �1•ll�;� jh�"v\ .s�"\-t 1tc1 LIBER: t��Cla CP h D DATE: Q. .�y RECORDED: IG I`J )y GRANTOR: GRANTEE:. MOT: LIBER: -15L). CP 5 7 3 DATE: RECORDED: ,GRANTOR: I Vkkfv),st; GRANTEE; 'j(`�C� OrN -)-)C C. I -I- d �; . cx,i i-k i t4i r-)C,�,r MOT: IG'� 4.O�1�, LIBER: CP DATE: 1 O \ V RECORDED: THESE SEARCHES ARE FOR INFORMATION ONLY. DataTrace,NY Production T.516.663.0600 F.657.205.3795 E. All.NY.Customer.Service@datatracetitle.com PAGE�_OF COUNTY: Suffolk VARIANCE: GRANTOR: GRANTEE: cj1St_C_vvC Uwar� I-�IinslG n 1- I�nslu' t ica� 1i n s ki , -2-r- rn w,d k I I,lsk,i !A kn !- MOT: + LA-u, w S�� +{<a dts ,�l !"Ir" l 24-y7 LIBER: �L jcl Ci CP ).`.�(i), DATE: I- 3'U3 RECORDED: GRANTOR: GRANTEE: t--)U5q,&�C- � - kaC,coix( 'u1�k�,1Cc l linskr' MOT: LIBER: CP DATE: 1 l� '-I• y`� RECORDED: 1041. y5' GRANTOR: GRANTEE: L tit I 'J ' L 4G f�1OT::�IA Y►'1;' L�+LJ h (i' iVJ 0,:N. Ovo A.L e{ U_:+ LIBER: CP DATE: q 3 I RECORDED: I t;• y .(?� GRANTOR: •_�Cvl beta k -�'k�. )`,ajj GRANTEE: 1rc � S'Ya ur\,L , ,r�--� l.bl,`'QT Z� J�rlrl►t �,I,�r;Y 4,�A 1—ny_v,cv`Z 4herkeind MOT: y1-N-4 •�kfm'A� 4,,ll LIBER: Qy1 S CP DATE: 5 RECORDED: la •1 •y 3 GRANTOR: GRANTEE: �-�. ��; �` �.• I'��C.�;1�v�-r '�.�'lzs��.I� -I-�-c%ht�lc�..��l � ,.�-��n� MOT: A kjv r, l,,uo �'T LIBER: CP DATE: 1 Q.1- Ll V RECORDED: I C, {y•� THESE SEARCHES ARE FOR INFORMATION ONLY. DataTrace,NY Production T. 516.663.0600 F. 657.205,3795 E. AII.NY.Customer.Service@datatracetitle.com l 1111111111111 Hill 11111111111111111111111111111111111111 llllll IIIII IIIII fllf IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 10/15/2014 Number of Pages: 4 At: 03:09:18 PM Receipt Number : 14-0136473 TRANSFER TAX NUMBER: 14-06968 LIBER: D00012792 District: Section: Block: PAGE: Lot: 178 1000 034.00 03.00 024.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $445,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCAG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $1,780.00 NO Comm.Pres $5,900.00 NO TRANSFER TAX NUMBER: I4-06968 Fees Paid $7,935.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County �0 Number of pages RECORDED 2014 Oct 15 03:09t1e PM JUDITH P. PASCALE This document will be public SUFFO LK.FOK. OF 000t1TV record.Please remove all L D00012792 Social Security Numbers P 178 prior to recording. DT# 14-06968 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. ` Handling t.Basic Tax _ 20. 00 2. Additional Tax _ TP-584 Sub Total Notation SpecJAsslt. or EA-52 17(County) Sub Total Spec./Add. _ EA-52T7(State) _ TOT.MTG.TAX _ Dual Town_Dual County _ R.P.T,S.A. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax jt790� Affidavit • Mansion Tax _ Certified Copy The property covered by this mortgage Is or will be Improved by a one or.two NYS Surcharge 15. 00 family dwelling only. Sub Total Other YE5 or NO _ Grand Total If NO,see appropriate tax clause on page f this In m / 4 1 Dist. 1 14028692 1000 03400 0300 024000 00 5 Community Preservation Fund Real Property p T S I�II(�II�IIIII�II�118III�I�IpI CConsideration PF Tax Due AmoSnt$ 0�5,000' Tax Service R VIT A I� t IIIUIII Agency µOCT-1 Verification ' Improved 6 Satis actions/Dlscharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD 10 The Adam Miller Group P.O.Box 1947 TO Bridgehampton,New York 11932 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name PAU .o I 7DTI-f— www.suffolkcountyny.gov/clerk ITItle tt 1 q-?Yo — SaS"S 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Bargain and Sale Deed made by: (SPECIFY TYPE OF INSTRUMENT) Robert W.Jester and Diane G.Jester. The premises herein Is situated in husband and wife SUFFOLK COUNTY,NEW YORK TO In the TOWN of Southold _ Pierson Silver In the VILLAGE or HAMLET of Greennort BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIORTO RECORDING OR FILING. over IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MOR TGAGE,please be aware of the following: If a portion of your monthly mortgage payment included your property taxes,`you will now need to contact your local Town T ax Receiver so that you may be billed directly far all future property tax statements. Local property taxes are payable twice a year: on or before January 106 and on or before May 31a. Failure to make payments in a timely fashion could result In a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town'Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst,N.Y. 11757 Riverhead,N.Y. 11901 (631)957-3004 (631)727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville,N.Y.11738 Shelter Island,N.Y. 11964 (631)451-9009 (631)749.3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631)324-2770 (631)360-7610 Huntington Town Receiver ofTaxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington,N.Y. 11743 Southampton,N.Y. 11968 (631)351.3217 (631)283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip,N.Y. 11751 Southold,N.Y. 11971 (631)224-5580 (631)765-1803 Sincerely, Judith A.Pascale dw Suffolk County Clerk 2/99' ,aoia.aama i Form 8002—Bargain and Sale Deed,with Covenant against Grantors Acts—Individual or Corporation.(single sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE, made the 3e day of September,Two Thousand Fourteen BETWEEN ROBERT W. JESTER and DIANE G. JESTER, husband and wife, residing at 314 Champlin Place,Greenport,New York 11944 party of the first part,and PIERSON SILVER,residing at 174 Clermont Avenue,#5A, Brooklyn,New York 11205 party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party'of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings'and improvements thereon erected, situate, lying and being near the Village of Greenport, in the Town of Southold, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the northerly side of Champlin Place, distant 127.00 feet westerly from the corner formed by the intersection of the northerly side of Champlin Place with the westerly side of Stirling Place; and from•said point of beginning, RUNNING THENCE South 73 degrees 25 minutes 00 seconds West, along the northerly side of Champlin Place a distance of 81.50 feet to land formerly of Cisterino; RUNNING THENCE North 27 degrees 21 minutes 20 seconds West along said land a distance of 147.10 feet to land formerly of Padden; RUNNING THENCE North 73 degrees 25 minutes 00 seconds East along said land a distance of 90.30 feet to land now or formerly of Stern and Wolfson; RUNNING THENCE South 30 degrees 27 minutes 30 seconds East along said land and along land now or formerly of Marotta and Zavatto a distance of 74.08 feet to a monument; RUNNING THENCE South 17 degrees 19 minutes 30 seconds East, along land now or formerly of Claps, a distance of 72.60 feet to the northerly side of Champlin Place,at the point of place of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated 11/8/74, and recorded 11/19/74, in the Office of the Suffolk County Clerk in Liber 7752,Page 573. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party"shall be construed as if it read"parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF• ROOBE�RT W. JESTtX 1�.1.URJ�'✓ S�• DIANE G.JESTE I - STATE OF NEW YORK) )ss.. COUNTY OF SUFFOLK) On the 30th day of September, 2014,before me, the undersigned, personally appeared Robert W. Jester and Diane G. Jester, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. Notdy Public ROSERT DEFRESE Notary Public state of New Yolk No.o1DES03s117 Ouatifed in Suffolk County Commission Expires 000bar 24.2014 ju.nart ai.�k4T I"06P40W W.Od a,k bad,.d y I CONSULT rOtlL1A Y f1iNI101111f1 3{90M�IR.TI0INtM00lNTiIIOU��R.f11��1!IAWT�ij.ftY' 72IMPMEMURAv made the ftth' dayof'November.,r8naeet haadted and seVenty�fotlr ` 10te BETWZM JAMES E BAHR, JR. and MrC>iELI1VE,J 'BAHR; his 'wife, both reaaalikt at:16550,.Menlo Roar}; Eart:Myars; Fionida 33.901 pirtyof thefiritpart;and.. ROBERT.W: JESTER.'and.DIfPTE G JESTER, his'wife, 'both.-'res,£dirig at 2S4 3iorth,Raga. GYeenpost, New York.'. 11944. . . r3artgof the second part; WrmEs7Ent that theparty of the.5rst part,in aonSideiatioa of Q Ten ($10.00)-- - ------ - ----- c lawful money-of the united Stater, wig ° by the.Pirty''of the aeootid part,dua hereby'gtant and.release unto the.party of the second put,flit h. or . successors and assigns of the.party of the ae 4 pact forever, ! (� ALL that.certain plot,,Piece or parcel of land,with the buildings and improvements.thereon,enteted,situate, ! and beint3ottiut. near the:village of.:Greenport, izi,ths. Town of Sou timid, c County of Suffolk and".State of 1460 York; '.bGu.Z3 .arid :desrr bed ata �. follows BEGINNING at a.point on the northerly, side of champlih plaod, distant_. . 'y s 127.00.feat wester1k from. the corner formed by the iriterseetior.,of northerly aide.of"Champlin. Pla'e with:the-westeily side :of;Stir3x{tg Place; arid:from said point of beginning running .thence South 7.$_degrees 25 :minutes 00 aeconds West. :ar 'oug r}te northerly airTe of C iampl.in Place a. distance..-of 81.5D "feet aYtd ft im erly,.of'Daniel Verity., now or' formerly. of C: cis terino, ' running. thence South 27'ilegrees •21 tninutes',20 seconds Wasit'a�3ttg eft3$ +` :ancl,a'.distance of 147.10 fea. o land fokmerly. of'garde I1eCntne;s, tt3te • of iornt�,rly;. of J::.Rhodea;"". ... .. .. running,thence '1Jortlz 73 degrees'2'5 minutes 00 'seconds",:, alisng sa!i3 land'a distance.of 9.0:30 Feet to land'aow.orl'.fcr-iaerly`_oi C. .Habarlati8, :running•thence South 30'.'degYees •2�7 'minutei 30 seconds East along sazt9 land acid, along land now or fdraierly.,'Of:Ii. :C Brod"erick,':a 8xsitartGe tsf •74'. a .fee"t to a montisment; xunttitig th®nee South.•17 degrees .19 miiitttes 30 aecands::Eaah a dstantse o£ 72.b0 .feet:to the'nbrtheriy.;.stc,a of Cttampl5n Plactr, fit the'pent ts` place'.:of SEGIMNIPI(3., . BEING AND:21!ITEI!IDFD.TO.'BE the .same'.pretpiaes conveyed to''Jdm$s'E, B21A , Jr. and.Micheli4e '.7: Eahr. Tits'wife;. 'by Edwar'- Helinaki,. 4ohn He2iltsica Peter Holihski. PigmundrHelznski, �cinstance Hellnskx 4hd He�;ea KorvY ' by'deed-dated October l2, 197Q.zecorr7ed in the 'Office crf the•Cl4tk o the County'.of'Suffolk on.Novei ar 9, 1970`in.Z;i:ber C�fi3S at pt ge 14K; c 1 10ElHOt wiih all-Lht;title hnd interest'.if any of.tit party of fho first part u and:tu`?usY attests in d 7: road*ahuttidg ,above deserfbtd yeanises to the center,lines thereof, IDGE7 elE�it with the aPpurteaaaces.and aU"the CSWC,and rights 4f the'party of.t first..part fn.a+►d 30 ... F 1i aid pinaisa,. HAVE'AND TO H41LD me - S� premiss ke^eia granted mtto tbe.PartY of the jexcad paw the ha;a at Ry succeisors and assigns of the party'of the seMd part forever - i It it li the party of the first Part covenants that the party of the fast part has not done or suffered,anythm� i wh Uta said erehy premiiees bava beeu incumbereditt'apy way whatever,except as afortaaid v�' ANQF:ie Party Of the 6iet'part,us compliance w,th Section I$of the I ien.2aw,covenants that the •the Eirst port writ receive the ooesidetahoa fes this conveyance and will?ntd then to,ieoave baei cItOw ; :js • . �i. 'oration as a trust fund.to be appUtd Gist for the purpose of paying the cast of the imP,vvement and ww apply;: tha same first to thp.paymcat of she cost of the iitiprogemegt before itsiog aaypart at the total of t}iC'.adpi6l0 ' any`crier P i 'The word"party"sha11 6e eonstru^d as if rt read"parlfes"wfimever the sense of thu:indenture so requires•. I, IN WITNESS WHEREOF.the party of the.&rat Part has duly eucated this deed the day and gear first above f' IN PUSWCE OF, ? #`amss xs � r 1' '> TRAHSFEiC TAX; fTEf► Tf3Rl( r� qq �. Tnzat�ron'xuvti�t �;: c +�, t�fi�nnte Pn tbsEs •TATIF 0 OW1P�admI 1tT oR• fd!'k SS sarsrt.OR Mnr rerr,lAON1T Ot+ s ! M. .On the Oth day of: 9Tovembe ; 19 74'i d nit Owthe day of I4 ,6efort the persoaaltr eamc. James':F Sahr, Jr :and .penar>tltq tawie. Michelins .J. Halm'his:wife; :. N : to me knckwn to be the fad►`vt"s.defdfl d in and a�ho, to me•knovii to be the Wivtdttal desetfhed+ie wLa • ,eiceeuted the foregopaq.insttnmmt;and.adeanwled6ed that exavfed the torespm�tnsttttment,and acknossledjbd tbit 1-+' they .;ta atted the same. '• ROTI{RPRI6[lb,lfNfEMltallt�d � my COMMISSION tUMM Amd Omm. mall maw 1MAUA;ifCi-4h1}ItNW STATE OF FIORiDA, COUNTY OF LEE. f SAL:CERACI =; -- —�- Clerk of the Crrtwt Coutf For said caurity the sable}aesnq a autf of Remid, OCS HEREBY:.CERTIFY,flint Harraet L. f7ernstrom k. vvhosf+.noind is sublCiihed to the'.aepgsifi8n"oi aprhficute of-the,proof af'ocknowiedgment of the Annexed fnstturiiMt orrd thereon ivrittan.w aS of the time of taking such disposition or proof-or ucknohw wgment:t1 t�otgry.Yu61ic tn;o»rt for:wch spumy,dWy camintsstaned'and sworn and aWharixod'tsy'the lbws aF this state to.Yaks deftositsans:ptid T4 odarinister,oaths to be r)sed in any court and fob generoI-purposav and"aisa to fake.acknpWledgments.cufd proof of deeds of canveyyonces For land; tettementa.or her ditairients in sa d'State of ftoad+a," And iurt'rer.:tiwt:i a�+.tell;o4 qu6inied with ihr"hantlwrinng'of;uch Notary Public and"verily brlieyg rant/he signature ta'sold,deposition pr.oertifi cgta of Irmo f,pr acknawiedgment'is genuine,,that th'e.iinp.ression of ftel:. ; ofHeiot•aeaf is riot requitmti.tay imir to"be fried in this"office ' h qN wiTNESS WHEREOF,I hcgve here1nfosei:riry:hund'ona Oflixrrd the seat of said Court,. 12Yh this No��ember t 74 i;`��__ day of SA GERACI 7 •' - Clerk of Cntuff�oekt t.,% a'�'' ' , f , Puma 660 {rec:) yvyv.. ])lane .q�L Jestt3r, hie wif.., CH[CA60 f3Y'M INstftlA!(t� gOtKt!at vMma Milli•ow Tlfi mi 0 ftRE tb1l�twiTsl Raum bh wit D stributcd bjr. 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I "•sl a a 1.a. wal to so tt: c t 4 v T1 d' -i �.t tl.0 • s r 041 ( � iz ire+: fr,,. <•I1 _.._ _,.. . _.� .....,.,,er. _., '. .. �.,.w ... 1�`" ��r�",.e.>:'•- c_ `.v'.`....�. � :�... _,.. .rya..:9:�'.,'.'7 y?�—'`"• r,�z:.}, �� 'a -s.-.,—�—.�, �y �yb..$Nue�e3ssG.�R �'" �, I I 1 I Illllll 1lII!lIll lllll lilll llili lllll lllll lllll IIII Illl I Illlll Illll Illll Illl Illl SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 10/24/2013 Number of Pages: 3 At: 02:47:05 PM Receipt Number : 13-0136502 TRANSFER TAX NUMBER: 13-08462 LIBER: D00012749 j PAGE: 849 j District: Section: Block: Lot: i 1000 034.00 03.00 025.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $15.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $5.00 NO RPT $60.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $255.00 TRANSFER TAX NUMBER: 13-08462 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County F 1 RECORDED Number ofpages3 2013 Oct 24 02;47.05 PM TUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNT',' record.Please remove all L D00012749 Social Security Numbers P $49 DT# 13-08462 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. _ 1.Basic Tax Handling 00 2. Additional Tax TP-584 — Sub Total Notation Spec/Assit. or EA-5217(County) � Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX _ R P.T.S.A. Dual Town_Dual County _ Held for Appointment — Comm.of Ed. 5. 00 g—al,, Transfer Tax ffidavitMansion Tax e davit The property covered by this mortgage is or will be Improved by a one or two NYS Surcharge 15. 00 Sub Total l o- family dwelling only. _ � Y,ES or NO Other g 55- GrandTotal y1 If NO, see appropriate tax clause on page N of this instrument. 13028770 1o00 03400 0300 025000 q-a3-13 4 Dis 5.000 5 Community Preservation Fund Real Prof: R CWN Consideration Amount$ 0___ Tax Servit 21-0CT-1 Agency ---�`� CP Tax Due $ VerificatiL.. Improved xx 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD William H.Price,Jr.,Esq. P.O.Box 149 TO C••:eenport,NY 11944 TO Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name NONE CcAe 1 •+ www.suffolkcountyny.gov/clerk Title I NONE ►f-7 B Suffolk County Recording & Endorsement Page This page forms part of the attached Executor's Deed Hyde by: (SPECIFY TYPE OF INSTRUMENT) Jacqueline Wolfson.as Executor of the Estate The premises herein is situated in of Sal!Stern(a/k/a Sali H.Stern) SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Jacqueline Wolfson In the VILLAGE or HAMLET of Gree port BOXES 6 THRU 6 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. i over Standard NYBTU Form 8005—Executor's Deed—Uniform Acknowledgement CONSULT YOUR LAWYER BEFORE SIGNING THIS INMUIIIENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY r Z. THIS INDENTURE,made the.—, .3' day of September,2013 BETWEEN JACQUELINE WOLFSON, residing at 509 Sterling Place,Greenport,NY, 11944 As Executor of the Last Will and Testament of SALI STERN(a/k/a Sali H. Stern),late of Suffolk County, deceased, Suffolk County Surrogate's Court File No.2013-2994 party of the first part,and JACQUELINE WOLFSON, residing at 509 Sterling Place,Greenport,NY, 11944 party of the second part, WITNESSETH, that the party of the first part,by virtue of the power and authority given in and by said last will and testament and in consideration of TEN(S10.00)dollars,paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being at Greenport,in the Town of Southold, County of Suffolk and State of New York, known and designated as part of Lot No.27,as shown on a certain map entitled"Diagram of 60 lots of land in Greenport,belonging to John G. Champlin", and filed in the Office of the Clerk of the County of Suffolk as Map No. 337 on 10/23/1873,which part of said lot is more particularly bounded and described as follows: BEGINNING at a monument on the westerly side of Sterling Place distant 111.92 feet northerly when measured along the westerly side of Sterling Place,from the comer formed by the intersection of the westerly side of Sterling Place with the northerly side of Champlin Place;said point of beginning also being where the northerly side of land now or formerly of Broderick intersects the westerly side of Sterling Place; �+ RUNNING THENCE South 73 degrees 25 minutes 00 seconds-'along the northerly side of land now or formerly of Broderick, 110 feet to a monument and land now or formerly of Helinski; THENCE North 30 degrees 27 minutes 30 seconds West along said last mentioned land,37.14 feet to land now or formerly of Rhodes; THENCE North 73 degrees 25 minutes 00 seconds East along said last mentioned land. 110 feet to the westerly side of Sterling Place; THENCE South 30 degrees 27 minutes 00 seconds East along the westerly side of Sterling Place, 37.14 feet to the monument at the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed to Sali H.Stern and Jacqueline Wolfson by deed dated December 5, 1983 which deed has been recorded in the Office of the Clerk of the County of Suffolk on December 14, 1983 in Liber 9475 at page 437. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof,TOGETHER with the appurtenances, and also all the estate which the said decedent had at the time of the decedent's death in said premises,and also the estate therein,which the party of the first part has or has power to convey or dispose of, whether individual,or otherwise; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever, except as aforesaid. AND THE party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement, and will apply.the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party" shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: CQLINE WOLFSON STATE OF NEW YORK:COUNTY OF SUFFOLK)ss: On the vv v l day of September, 2013, before me, the undersigned,personally appeared JACQUELINE WOLFSON, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual, or the person upon behalf of which the individual acted,executed the instrument. ' o Public Qs Lmm M.TONVES NOTARY F'UBt.IC,STATE OF NEW YOW NO.49420M W, O D 3,2Q COUNTY % �� ' ' • awai,ar ALVAT.Y.rww aa.sw -20""d aw awl 06, 400"MMel N-IaMYM w QW"ftVAft 010 6" 001111M r0ea LAWM I WNW VON ORMU NT-'f I S MT WMNN M N Aw W IAWVM e11Ltr 'flttdllVDlfNnM&made the 5thh day tof Does or aNnl��en�undr��3daighty-thre� !v srryy� JOAN BACELLI, r�� A1g1 at 1S MiNblrock �arX Calverton, LSD' NOW or M i and LIND�B,•PAI.6110TTa gresiding at 963 Hazelwood Avenue, Schenectady, New York12306, i as devisses under the Last Wililtand' Tiseiment of Jennie Haberland (a/k/a Genevieve Haborlaild), party of th-!mt pan,and - ! SALT H. STEttN, residin at 200 W. 18th Street, New Yot�k, New or Ill and J CQUELINI WOLFSON, residing at' 200 W. 18th Street, Now York, wow Moir 10011, j I party of the second part, WITNLSSCM that the p.rty of the Iles part,In consideration of irn dollars and other valuable consideration paid by'the"party'ot'the seeond•pan,don hereby Brant and tthase unto the partyat the tNbta Part','tholteirs� or successors Aml aia►re of the party of the second port forever, DISTRICT ALL that certain lot, iec or parcel of land with&w Ilylldings a d inproventertts tt�reott eryeete sttttate, �yie and be 8t green ort, in t own o o t o ount o .•'BulfcLk •and.State of Now York, known and designated ■s part of Lot SECTION No. 27, as shown on a certain map, entitled "Diagram of 60 lots of t 034.00 land in Greanport, belonging to John G. Champlin", and filed in the Office of the Clark of the Co'tatty of -Suffolk as Map No.--'U7 on •' BLOCK .10/23/1873, which..part of said lot is more pat"tibulttly bounded and described as followst BEGINNING at a monument on the westerly side-of-Sterling-Place distant LOT 111.92 feet northerly when measured along the we$torly side of M.000 Sterling Place, from the corner formed by•the intersection of the westerly side of SterlingPlaca with the northerly side of Champlin .?I eel said point c beginning also being where the-northerly aids L of land now or fortrly.of Broderi'ck'intersects the .wasterly side of Sterling Placel RUN10MG-THENCE South 73. 25' 00" along the northerly side of land now or formerly of Broderick, 110 feat to a monument and land now or formerly of Holinskil THENCE North 30' 27' 30" West along said last mentioned land, 37.14 feet to land now or formerly of Rhodesi THENCE NorLh 73. 25' 00" East along said last mentioned land, 110 feet to the westerly side of Sterling Placel THENCE South 30' 27' 30" East along the westerly side of Sterling Place, 37.14 feet to the monument at the point or place of BEGINvirr.. TOGETHER with all right,title and interne,If any,of•the party r,f the lint part in and in any streets and roada abutttnit the above described premiss to the center lina.ihenrtl;TOGETHER with the appurleetences and all the estate and rigehts of the party of the first part in and to said pnmisa:TO HAVE AND'm HOLD the premlen he►cia grenfed unto the party of dw second part,the.Beira or aue+tasora r,ad sulgitti of the party of the i-cond part forever, iAND the party of the Ant part eovenanti that the party 61`14 Ant part has not done or suA'ered anything whereby the old premises have been etteumbend In any way whatever,except as aforesaid, AND the lam p�tyt.We f1 aleWpaslt"in eatl_pllinee with Section 13 of the U911 LAW,covenants that the party of+ the Ant Pa will,mdN(1tie9 niderali6h"Nir this conveyance and will hold the riot to receive such consid- 1 erotian a a�itse0 fttad.as beatt/tRd'At st fbFtin purpose of paying the cost of the Improvement and will apply the same first to tht pttparts7 the twt of the Improvement before ising any pan of the total of the same for any other purpose. The word"party"shall be construed as If It read"Partin"whenever the sense of this indentpre so requirn. IN WITN=WHi =Fp the,p ay of the Ant part lac duly executed this deed the day And year Ant above written. PIP - ter rwAMoa oLFAm. ATE�T�tXI•K 0 T �TEAATI 4&n tltiYtllr F' O1rIC ../t ITAlt opww Tm mw M /U on the Sth day of DAc"ar 1083 ,before met On the day of. .19 ,batotlt.ads persoally Tame JOAN BACELLI and LINDA pnsowy eras ROSE PALMIOTTO;, to my known lip be the individu described In and who Io me'known to be the individrtal described in and who executed the feregmng Instnt rat, and ask w that executed the foregoing Instrument, and acknowledged that Choy ewculed the ante. executed the am, u c OntwtMMw�+II�M MenMdlq,! STATI O}IIAW TOMI.cum"Or for ITAT11 a NM YOK 4"N"OM t;{i On the day of 19 ,before me On the day of 19 ,before me pr"anally came personally came to me known,who,being by me duly sworn,did depose and the subscribing times to the foregoing insl"W"k with say 1W he rnidss at No. wham 1 am personally acqualnled, wlw,beLur by nq.dWy that he Is the I sworn,.chd depose and ay that be reaidea wt of that he'knows i .the corporation described In and which executed the foregoing Instrument; that he to be the Individual knows the Peal of aid corporation; tint the seal affixed described In and who executed the foregoing Instrument; to said Inrtn:ment is such corporate seat; that it was so that he, said subseTlbing witness, wa present and saw affixed by order of the board of direetori of aid corpora- enaetrte the same;and that be,said witnan, tion,,and that he signed it name thereto by Ilk*order. at the same time Subscribed h dame as witness thereto. ad aa1Y WO (�f STR 1 C 7' '•%60-0ff wen CovaxANT AoAux*r GLurroa's Acra ttiCi ION 3T •n''No, J/ - 7 4/1 • �, �� tu,oca 3 JOAN SAACELLI and LINDA ROSE a •tom ; PALMEOTTO ooUN" raw zQ i w.J sooTrYo� SAL H. STERN skit JACQUELINE WOLFSON ttm":sa ttgwrel CHICAGO TrIMS It1MI ANr111 CGIVANY Value rnnaasrsrnasuaawnas*aa WWI* W,IrdbwN rh► PAUL A..CAM MITI r ISO.: � !]a0111AMMO! COMM]" P,O.'Sox .992 � SOUTHOLDr NY 11971 A1Rrp., P'OJ+115 +u is31;7 80113.IT iiRMlllr % �i?.,Sr •s� 7`i�?`".." 5'� :;: .*x7tR�'t�"~�iwyltl 9' 'j. 'rSJr*� '�"'7" .3' E}+ 4I�P,w,y Lir �.3 #.,.'✓'' '.e . 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".. ,eu �., ;r;�?FFr t�$ �(RST�R gABFRLANQ�,and dB'RtIE�HA88�L��iDj h(e�v�f6'`�Of�'�tlltt��f %{"�i��,�'<.� k Suffolk ouh 3 C ybex Yofrkr aS tenon by t e er~tir��/` rc y�° rsy " sue' 4tt I�•F ,Nf c. +''x s�`its v ; 3$,sy .''j'v a�>�. ,:• t, r f 2�z+ r ' M. . rsQs��r .,s s ; f• 'r'•rx,. i�#�.s f 3r i 2 c� ✓.: /i �. rz^ ., s's'•3r°�' rya. gf ` f v Sa- r IUX 1 x {+7> /aXx> i`,• 'Y;I, . x ` � �= va% ` `� t r '<'�,parties of the teoond•port, � • � � r 7 � f r � d r s ar' sz«fps trx z2y ` 1��11$rtIT4tl+at theyarq o� jF�er/i»jsport, in'iniidiratfono/ `� k S,�.yCr . z 1. k. �110 00 Mzt� )�u/'ut tnoncy of(h�Dratted Stotyr'eod 6 het�'toodsair f talus a donsiderations p4t4t by the porE iesoJth �eebr3d port, ; MK } doEs hereby(mnt and reJcota unto the port le#oj�{h¢lero,+d port{ fthei;� F ! y $ heica Qnd arij /oraer,al) tj�at ASeet or pArcel of la r nd y J t1t� the build3 `s and. oyeae is they✓�� N n3 � P} �► can ion el eotep,s eivate north,�a < s y of the Village o[ Grcenport� Ropt�of Southold C'oGnty of $uffalk`tui�f= {�"""�� k State of Nelr York! being a poption of:a certain lot knggq andr ;�'�' ;# ,. desi3nated oi►a certain Hall filed in the otfiQ4 Qf tTse'nleFk'ot the t✓7 .�r. £...: P§ y - Y zz ./ ._.4�,3 ,zs ? �}ta,», - i-ssXB ' CountyTot Suffolk entitled "lisp bf Prcpertq of John Q Chanpin�f Y i' r n .x° drPen�ort} };.Y.■ as and by lot nueber t}renty.�eyen (2'f) end twuttded `� �% ' as fdllCwg�6t#i OrC th{e kd�th bye lbt Yd;2$r JW d7f the?�a3t by r `} .} Sterling Placq, sn tna}South Ly lct t,o1 2�r'l±nd oti the:xast�t�r�l$nd 4=�%�,� � not or for�erly of Xasonber. 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Real Property Exam Update (up to 11 months) TITLE #: CTSY954-NY PREPARED FOR:FIRST CHOICE SETTLEMENT, LLC (FIRSTCH) ORDER ID:12405799 PREMISES: 450 MAIN STREET, GREENPORT State: NY County: SUFFOLK Town: SOUTHOLD Unincorp: GREENPORT District: 1000 Section: 034.00 Block: 03.00 Lot: 021.000 Please See Attached Documents THIS SEARCH CONTAINS RETURNS FOUND FROM PRIOR EFFECTIVE DATE STATED TO CURRENT EFFECTIVE DATE ONLY.PLEASE SEE PRIOR REPORT FOR ADDITIONAL INFORMATION. IMPORTANT NOTICE ABOUT SEARCH INFORMATION HEREIN DATATRACE INFORMATION SERVICES,LLC.DISCLAIMS ANY AND ALL LIABILITY TO ANY PERSON OR ENTITY FOR THE PROPER PERFORMANCE OF SERVICES REFLECTING THE CONDITION OFTITLE TO REAL PROPERTY.THIS SEARCH WAS COMPILED FROM PUBLIC RECORDS MADE AVAILABLE FROM VARIOUS COUNTYAND MUNICIPAL OFFICES,AGENCIES AND DEPARTMENTS. THE SERVICESARE PROVIDED"AS IS"WITHOUT WARRANTY OF ANY KIND,EITHER EXPRESS OR IMPLIED,INCLUDING WITHOUT LIMITATION ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,OR WARRANTIES BASED ON COURSE OF DEALING OR USAGE IN TRADE OR ERRORS OR OMISSIONS RESULTING FROM NEGLIGENCE,MIS- INDEXING,MIS-POSTING OR ITEMS THATARE AFTER THE EFFECTIVE DATE OF THE SEARCH.THIS IS NOTAN INSURED SERVICE.IN THE EVENT THIS SEARCH INCLUDES A"READING" CUSTOMER MUST EXAMINE THE PRODUCT PRIOR TO ISSUING COMMITMENT.THIS DISCLAIMER SUPERSEDES ALL PRIOR AND CONTEMPORANEOUS UNDERSTANDINGS.THE SERVICES ARE EXCLUSIVELY FOR THE DATATRACE CLIENTAND NOT FOR THE BENEFIT OF ANY THIRD PARTIES. 006000/006000 DataTnacE' ATE/CONTINUATION RESULTS TO: �_6�7 COUNTY: �-�` =' TODAY'S DATE: 5, h I a- #OF PAGES: ORDER ID/TITLE It: �y.�\;S �t( FROM DATE: NOTHING FOUND (*!EW RESULTS NEW RECORDED INSTRUMENTS do � il 3� NEW FILED LIEN INFO vs. PREMISES 3,A kA TC,-y- 12_.1. -4 J-D U S.1 �6 r NAME SEARCH RETURNS (NEW RETURNS PROVIDED) - ( ST UCC& NAMES SEARCHED N C, �.1.f�I Calaq JUD FTL UCC FTL a oxv1 5 eeils o'k�- on i 4 ,g kc.laOS )cjcs L THE FOLLOWING NAMES WERE SEARCHED IN SURROGATE'S COURT: NOT SEARCHED N/F #OUND-SEE ATTACHED N/F FOUND-SEE ATTACHED N/F FOUND-SEE ATTACHED N/F FOUND-SEE ATTACHED NOTES i EFFECTIVE DATE THESE SEARCHES ARE FOR INFORMATION ONLY. DataTrace,NY Production T.516.663.0600 F.657.206.3795 E. All.NY.Customer.Service@datatracetitle.com Illflll IIII Illli IIIII IIlI!IIIII lilll IIIII IIIII IIII Illf Illlil IIIIIlIIII IIII Illl SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 12/28/2023 Number of Pages: 4 At: 8:21:28 PM Receipt Number: 23-0162542 *ELECTRONICALLY RECORDED* Transfer Tax Number: 23-15382 LIBER: D00013230 PAGE: 821 District: Section: Block: Lot: 1000 034.00 03.00 021.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount $375,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Comm.Pres $7,500.00 NO Transfer Tax $1,500.00 NO Transfer Tax Number: 23-15382 Fees Paid $9,395.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County RECORDED Numberotpekes4 12/28/2023 8:21:28 PM VINCENT PULEO CLERK OF This document wi f be pubgr, SUFFOLK COUNTY re-cad, Pleaseremove a9 L D00013230 So€:lai Security Number-, P 821 pdorto recording. 23-15382 Deed f Mortgage MsBurnent Deed 1 Mortgage Tac Starnp Recw*q!Filing Stamps 31 FEES Page 1 Filing Fee mortmeA 1.Bask Tax Handling2. Additional Tax TP584 5.00 Sub Total (Notation 0.00 Spec,iAsat. EAS2 U(County) 5.00 SubTotal 50.00 S o/Add. E4,5217(Slate) 125.00 TOT.MTG.TAX RP.T.S.A, 200.00 Dual Town DuaiCounty _ Held for Appoinhent Comm.of Ed. S. 00 Tfansw Tax 1,500.00 Aqftavit + + Mansion Tax 0.00 Certified Copy 0.00 The property covored by this n*rtgkge is of M be improved by a one or two NYS Surcharge 15, 00 Sub Total 345.00 family dwelin only. Other 395.00 YES or NO Grand Total N NO,see appropriate tax clause on page# of this instrument. 4 1 Dist. Section Block L IM 5 Cornmurtity Preservation Fund rsoaWt a Rai property v T s Consirlezation Amount$375,000.a TaaSenrice a oTr a Agency +znno2a CPF Tax Due.. $ 7,500.00 Verification Improved t3 a is wns a ers an RV ross REC.M&00 URN TO; VacantLand X First choice Settlement, LLC Tp 10 510 Broadhollaw ]Rd Melville MY 11757 M TD Mail to: Vincent Pules,Suffolk County Clerk 71 Tide Company information 310 Center Drive, Riverhead, NY 11901 CO.Nam www.suffotkcountyny.govlderk roes Suffolk OUnty Recording-& EndoRecording— rsement Page This page forms pat of the attached DFID made by; (SPECiFYTYPEOF INSTRUMENT) The premim herein is situated in SUFFOLK WUH17Y,NEW YORK TO in the TOWN of SOUTHOLD IntheIALLAGE or HAMLET of BOXES THRU 8 muss IXTYPW OR PRINTED I MAC►C IW ONLY PRIOR TO RECORDING OR FILING. 70VFT IMPORTANT NOTICE If the document you've Just recorded is your SATISFACTION OF MOP TGAG6', please be aware of the following: If a portion of your monthly mortgage payment included your property taxes,njou will now need to contact your local Town T ax Receiver so that you may be billed directlyfor all future property tax statements_ Local property taxes are payable twice a year: on or before January 106 and on or before May 31n. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiverof Taxes 200 East Sunrise Highway 200Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead. N-Y_ 1190-1 (631)957-3004 (631)727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville,N.Y.11738 Shelter Island,N.Y. 11964 (631)451-5009 (631)749-3338 East Hampton Town ReceiverofTaxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631)324-2770 (631)360-7610 Hu ntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington,N.Y. 11743 Southampton, N.Y.11968 (631)361-3217 (631)283-6514 Islip Town Receiverof Taxes Southold Town Receiverof Taxes 40 Nassau Avenue 53095Main Street Islip, N.Y. 11751 Southold, N,Y. 11971 (531)224-5580 (631)765-1803 Sin cerely, Vincent Puleo Suffolk County Clerk II•OUM1.Tf10W10 BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR (INDIVIDUAL) STATUTORY FORM B THIS IS A LEGALLY BINDING INSTRUMENT.IF NOT FULLY UNDERSTOOD, WE RECOMMEND ALL PARTIES TO THE INSTRUMENT CONSULT AN ATTORNEY BEFO7 SIGNING- THIS INDEIVTURE,made the j7day September 2023, between James Spanos and Nikolaos Spanos as Tenants in Common 0 450 Main Street,Greenpart,New York 11944 party of the first part,and East End Assets LLC 5725 E.Hampton,Blvd,Bayside,N.Y, 11364 party of the second part: WITNESSETH,that the party of the first part,in consideration of one dollar and other good and valuable consideration,lawful money of the United States,paid by the party of the qt second part,does hereby grant and release unto the party of the second part,the heirs or OJ successors and assigns forever, AR that certain plot,piece or parcel of land,with the buildings and improvements thereon,erected,situate, lying and being near the Village of Greenport,'Town of Southold, County of Suffolk,State of New York,known and designrited as See Schedule A Attached Said premises being known as 450 Main Street,Greenport,New York 11944 Bering&intended to be part of the same premises conveyed to the party of the first part by deed dated 07/19/2018 and recorded 08/22/2018 in Libei 12974 Page 921 of Suffolk County. TOGETHER with all the right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof:TOGETHER with the appurtenances and all the estate rights of the party of the first part in and to said promises;TO HAVE AND TO HOLD the parties herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first of the payment of the cost of the improvement before using ay part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has hereunto set his hand and seal the day and year first above written. In the presence of: J ES SPANOS.-... ' -Z=- jP1 OS First Choice Settlement, LLC Title No.: ctsy954-ny Issued on behalf of WFG National Title Insurance Company SCHEDULE A SCHEDULE A:.From DEED LIBER 12974 PAGE 921 ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being near the Village of Greenport,Town of Southold, County of Suffolk and State of New York, being bounded and described as follows: BEGINNING at a point on the easterly side of Main Street, distant 134.34 feet North,as measured along the easterly side of Main Street,from the corner formed by the intersection of the easterly side of Main Street and the northerly side of Champlin Place; RUNNING THENCE along the westerly side of Main Street, North 23 degrees 41 minutes 30 seconds West, 134.34 feet; THENCE North 73 degrees 20 minutes East, 161.28 feet; THENCE South 23 degrees 23 minutes 40 seconds East, 134.37 feet; THENCE South 73 degrees 22 minutes 50 seconds West, 160.65 feet to the easterly side of Main Street and the point or place of BEGINNING Section: 034.00 Block: 03.00 Lot: 021.000 DIST 1000 450 MAIN STREET, GREENPORT NY 11954 Acknowledgment by a Person Within New York State(R.PL§ 309-a) STATE OF NEW YORK ) COUNTY OF — �L )ss.: On the IC( day of September,2023,before me,the undersigned,personally appeared James SpanosQS personally known to me or proved o me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that she executed the a m her capacity(ies) and that by her signatures)on the instrument,the individual(s),or e�r n upon behalf of which the individual(s)acted,executed the instrument. (signature"an office of individual taking acknowledgment) IVQ'T RY PUBLIC ELAINE MARIE MARGIOTTA NOTARYPURLIC,STATE OF NEW YORK REGISTRATON NUMBER 01MA600821W QUALIFIF-O IN NASSAU COUNTY COMMISSION EXPIRES JUNE Oa,2028 Acknowledgment by a Person Within New York State(RPL 309-a) STATE OF NEW YORK ) COUNTY OF SUFFOLK )ss.: On the 15 " day of September,2023,before me,the undersigned,personally appeared Nikolaos Spanos personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s)is(are)subscribed to the within instrument and acknowledged to me that she executed the same in her capacity(ies),and that by her signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. A. Bt re a9d office of individual taking acknowledgment)NARY PUBL NE CI 5 ATE OFeARO NEW YORK NOTARY PUBLIC 0JALIREDIN SUFFOLK COUNTV�NO- COMMISSION EXPIRES DEC.TS. ' Bargain and Sale Deed with Covenants Against Grantor's Acts Section 034.00 Title No ctcv9 4-nv Block 03.00 SPANOS Lot 021.000 To County or Town SUFFOLK GERASIMOU Street Address 450 Main Street Return By Mail To: Page 1 of 5 0 Da' ta_ TvFacE T.516.663.0600 F.657.295.3795 E.ABAT.CuslomerServicelDdetedeaUda.com Full Title Search TITLE #: CTSY954-NY EFFECTIVE DATE: 6/20/2023 PREPARED FOR:FIRST CHOICE SETTLEMENT, LLC (FIRSTCH) ORDER ID: 12405799 PREMISES: 450 MAIN STREET, GREENPORT STATE: NY COUNTY, SUFFOLK TOWN: SOUTHOLD UNINCORP: GREENPORT District: 1000 Section: 034.00 Block: 03.00 Lot: 021.000 As a result of closures due to Covid-19, there is a possibility that the governmental offices have not timely indexed the documents presented to them for recording and filing. Data Trace will not be responsible for any of the aforesaid inconsistencies and hereby disclaims any liability for these discrepancies. TITLE FOUND IN: James Spanos and Nikolaos Spanos, as tenants in common, by Deed in Liber 12974, Page 921 MORTGAGES: 0 LIENS VS THE PREMISES: RECORDED LIENS 0 BUILDING LOAN AGREEMENT 0 LIS PENDENS 0 MECHANICS LIEN 0 COVENANTS, RESTRICTIONS AND EASEMENTS SEARCHED SHOWING THE FOLLOWING RETURNS OF RECORD: ***NONE FOUND*** LIENS VS NAMES: FROM TO JUD FTL UCC SPANOS, DAMES (OWNER) 3/1/2010 DATE 2 0 0 SPANOS, NIKOLAOS 3/1/2010 DATE 1 2 0 IMPORTANT NOTICE ABOUT SEARCH INFORMATION HEREIN DATA TRACE INFORMATION SERVICES LLC DISCLAIMS ANY AND ALL LIABILITY TO ANY PERSON OR ENTITY FOR THE PROPER PERFORMANCE OF SERVICES REFLECTING THE CONDITION OF TITLE TO REAL PROPERTY.THIS SEARCH WAS COMPILED FROM PUBLIC RECORDS MADE AVAILABLE FROM VARIOUS COUNTY AND MUNICIPAL OFFICES,AGENCIES AND DEPARTMENTS.THE SERVICES ARE PROVIDED"AS IS'WITHOUT WARRANTY OF ANY KIND,EITHER EXPRESS OR IMPLIED,INCLUDING,WITHOUT LIMITATION,ANY WARRANTIES OF. MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE,OR WARRANTIES BASED ON COURSE OF DEALING OR USAGE IN TRADE OR ERRORS OR OMISSIONS RESULTING FROM NEGLIGENCE.MIS•INDEXING,REDACTION,MIS-POSTING OR ITEMS THAT ARE AFTER THE EFFECTIVE DATE OF THE SEARCH.THIS IS NOT AN INSURED SERVICE ORA REPORT OF TITLE.EVEN IF THIS SEARCH iNCLUDES A'READING"OR EXAMINATION,CUSTOMER MUST EXAMINE THE PRODUCT PRIOR TO ISSUING A REPORT OR COMMITMENT.IT IS CUSTOMER'S SOLE OBLIGATION TO COMPLY WITH APPLICABLE FEDERALAND STATE LAWS AND REGULATIONS IN THE USE OF DATA TRACE'S PRODUCTS AND SERVICES,INCLUDING BUT NOT LIMITED TO,THE UNITED STATES DEPARTMENT OF THE TREASURY,FINANCIAL CRIMES ENFORCEMENT NETWORK,GEOGRAPHIC TARGETING ORDER.THIS DISCLAIMER SUPERSEDESALL PRIOR AND CONTEMPORANEOUS UNDERSTANDINGS,THE SERVICES ARE EXCLUSIVELY FOR THE DATA TRACE CLIENT AND NOT FOR THE BENEFIT OF ANY THIRD PARTIES. 001500010015600 Continued.. DataTraCE" i UPDATE/CONTINUATION RESULTS TO: �r ��g COUNTY: SUFFOLK TODAY'S DATE: —' 75 #OF PAGES: ORDER ID/TITLE#: �z��q FROM DATE: NOTHING FOUND (NEW RESULTS NEW RECORDED INSTRUMENTS NEW FILED LIEN INFO vs. PREMISES "N/ 1 ?H l NAME SEARCH RETURNS (NEW RETURNS PROVIDED) 23 NAMES SEARCHED "CWy oted Variations Ran** T UC JUD FTL UCC X X X X X X X X NOTES EFFECTIVE DATE: THESE SEARCHES ARE FOR INFORMATION ONLY. s DataTrace,NY Production T.516.663.0600 F.657.205.3795 E. AII.NY.Customer.Service@datatracetitle.com GENERAL REQUIREMENTS: I/A OWTS 4 SEPTIC TANK INSTALLATION STANDARDS: I I �'�} SEE ATTACHED SPECIAL CONDITION, I.The Installer must hold a current Liquid ►^►caste License pursuant to I. Install I/A OWT5 tanks d septic tanks according to manufacturer's �.. r Suffolk County Code Chapter 563, Artie VII (Septic Industry recommendations while conforming with these standard. All6L „' " r u t.. ,., 3" ' ` + a "4 fi '•' ` .` GRADING PLAN A N DI O R PLOT PLAN. I Businesses) through the Suffolk County Department of Labor, applicable recommendations provided by the manufacturer shall be ,�;"_ a �{< , ` r ,, °', Licensingand consumer Affairs vrsuont to Suffolk Count Code Implemented. ' ° �k ;t f "yq� `�"j §563-? The Department of Labor,Licensing,and Consumer Affairs ��•' �'. o G ,, G� maintains a list of licensed I/A OWT5 Maintenance Providers. 2. The I/A OWT5 tank 4 septic tank shall be installed of level In all K 'p` Y b directions (with a maximum tolerance In any direction of +/one 'a'"� c�°r' t''... ,F- ! ' ',.A'�"�`d'" ° DWELLING w/ W �,• . ' ,�" " :°'° ° . t,.`,' DWELLING w/ PRIVATE WELL 2. All I/A OWT5 must be registered with the: Department In quarter inch) on a minlmvm S-Inch thick bed of properly leveled and Yam. "' " DWELLING w/ PRIVATE WELL .,,',� , M -:A I PUBLIC WATER W accordance with Article Iq of the Suffolk County Sanitary Code compacted sand (free from rocks) or pea gravel. . #,. . ""` „-' ,^ ' ,'" p �, �"" " r I (WELL LOCATED >200' FROM I (WELL LOCATED >200' FROM I DWELLING w/ J co prior to the Department granting certification of completed �;< "" ` SUBJECT PROPERTY LINES PUBLIC WATER " distribution box/manhole or provided distributio leaching structure may be - • ��p^ q � � � � A �� Ir i � SUBJECT PROPERTY LINES construction on 'as built lane. 3. I/A OWTS Tanks shall be rovided with a single outlet. A * " Q a--� N p P 9 y 1 + 't � `, •¢. r.,r 0 523°23'40"E _ - __. - - 5. An executed Operation and Maintenance Contract between the required for all systems with multiple leaching structures unless an ,� SUBJECT PROPERTY d �R Maintenance Provider and Property owner must be submitted to the alternative design Is approved by the Department. }4 . `4", ,. ' 'r •t' ).„ „ �, EL,=q g ,- Department prior to approval of the I/A OWTS registration by the r ">� �+ :' 3{'+ '�' :< '' '' �,A ' Department In accordance with Article 14 of the Suffolk County 4. All outlets from the septic tank must be provided with an IS" ,"` �;", ` . §1 -:+ t /r y •$ y'*T" } , r ;; �? } Sanitary Code. drop T or equivalent approved baffle extending Into the 1/5 of , .y i, ' rt* :,= ,•. . , • ry 0 +� '- the septic tank liquid depth. Gas deflection baffles are ��'� � ,*'' ;,;., g " +�; . `� r%';e _ 4. All Installed I/A OWTS arc required to have on Initial 5 ear recommendod for Installation below each effluent dro T. i warranty and operation/maintenance service contract. After the !"ta 4 r�i _' 'ice t ' ,,.q -4 N* ,rt + , initial S-year operation and maintenance service contract has 5. The top of the I/A OWTS tank or septic tank shall not be locates ~, > •F„ ,• , .. 'i ": ` expired,property owners are expected to maintain on operation greater than 25 fact or less than one foot below final grade. a «, ; - @ + ✓f .' ¢ F F. ♦ ., ( . i O Y 'i and maintenance contract In accordance with Article Ill of the t~'�"* U O Suffolk Count SanitaryCode. 6. At a minimum,all sampling manholes shall have 20-Inch covered Y .* g ` ` ',�, *,. m•'4 -C O m access openings to grad located over the inlett and outlet. yT�''�'" '"��'�. ��, r .-:`' "� s� i~� t ' w !•_ r ' CVO e: 5. When an I/A OWTS requires a vent,the unit shall be vented to the Covers shall be either 20-Inch diameter watertight and Y.+'t`t - . ' ....r^ .' '. .� , =_ _'•a..: :.1 .. as. - �F .J �' 5 roof of the residence being served.Vent pipes shall extend a insect-proof locking cast iron covers or thermoplastic covers at Q B-- minimum of 6 Inches above the roof line and the top of the vent final grade. All covers shall be designed In accordance with sectior LOCATION MAP 1� shall have a minimum horizontal separation of 12 Inches to the 5-111 of this standard. sloped portion of the roof. In cases where It is not practical to vent the system to the residence roof,a virnt pipe may be piped to 1. When sampling manholes are approved to be Installed In a SCALE: NT5 the exterior of the: residence: and terminate a minimum of IS Inches driveway or parking area, the manhole shall be designed to be W above grade and at least I foot from property lines. These vent traffic. bearing to meet the requirements of AA5HTO H-20 or PROJECT / ZONING DATA pipes shall be located a minimum of 5 feet from any window or HS-20 loading. doorway and must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 Inches. 5. The outlet Invert elevation shall be a minimum of 0.1 foot below TAX MAP # 1000-34-3-21 the Inlet Invert elevation. 6. Installation and use of the I/A OWTS must conform to the ZONING DISTRICT R-40 NON-CONFORMING Department's approved I/A OWTS guldance document prepared In 41. Sampling manholes shall have on Inside diameter of 2 feet or on accordance with the standards for "Approval and Management of Inside area of 2 foot by 2 foot. Innovative and Alternative Onsttc Wastewater Treatment Systems." LOT COVERAGE � U . . 10. There shall be a maximum retention depth below the outlet Invert � n , • MINIMUM DES16N REQUIREMENTS: elevation of six inches. 5OUTHOLD TOWN CODE 250-4 W 1. I/A OATS d septic tanks shall be constructed of precast 11. All sewer pipe penetrations In the sampling manhole shall be 51; LOT _ T concrete,fiberglass,polyethylene,polypropylene,thermoplastics,or watertight. DESCRIPTION (FOOTPRINT) AREA LJMJ other materials In accordance with Department standards and COVERAGE / �` • IONYGRR,Appendix'5-A. The use of steel tanks Is prohibited. ELECTRICAL REQUIREMENTS: I PROP. DWELLING w/ 2. When an I/A OWTS requires a septic tanl'c for pretreatment the CONTROL PANELS: TOTAL LOT AREA 21,465.0 S.F. - - - -� I D1�L1.4' ' / PUBLIC WATER septic tank shall be designed In accordance with sections 5-101 I. The control panel box must be placed outside on a suitable PROPOSED DWELLING w/ GARAGE 2,136 S.F. q.a195 ` D W / U and 5-IO�i of this standard. pedestal near the structure that It serves. Alternatively,the panel box may be mounted on on outside wall of the structure (preferable `� PROP. 5.Unless otherwise specified,the leaching structure/system that a utility room, and not a living space). Other locations for mounting PROPOSED WOOD DECK 150 51M. Ohm I ( 8'-Vx4' follows on I/A OWTS shall be designed In accordance with section the panel box will be considered by the Department on a `DWELLING/5-101 and 5-110 of this standard. case-by-e ase basis and with 1/A OWTS manufacturer approval. PROP. MASONRY COVERED PORCH 2412 S.F. 1.4% z D.H. < �n 4. At a minimum,all I/A OWTS treatment tanks d septic tanks shall 2. The name of the I/A OWTS 04M Provider must be clearly ' 0 have 20-Inch covered access openings to grade: located over the Identified on the outside of the panel and Include a phone number PROPOSED BASEMENT ENTRY 84 S.F. 0.49Y� - _ inlet and outlet. Covers shall be either 20--inch diameter watertight to contact in case of alarm. and Insect-proof locking cast iron covers or thermoplastic covers TOTAL AREA OF ALL 5TRUCTURE-5 2642 S.F. 12.5% at final grade. All covers and chlmneys/risers shall be, designed In 5. Exterior panel placement enables the system to be serviced at z accordance with section 5-III of this standard. any time,eliminating the need to access the inside of the building. MAXIMUM LOT COVERAGE ALLOWED: 20% 4. The panel box must be within view of the system location to help PROP. WD. DECK S. When a I/A OWTS or septic tank Is appnaved to be Installed in a ' driveway or parking area,the unit shall be designed and/or facllltata operation and maintenance. IMPERVIOUS SURFACES < &" FROM GRADE Installed to withstand HS-20 or H-20 loading as designated by S. The control panel shall be placed at a comfortable height for AA5HTO. access in accordance with Federal Emergency Management Agency PROP05ED ASPHALT DRIVEWAY 1655 S.F. 7.79Y� (FEMA) flood zone requirements. PROP. BASEMENT 6. Garbage grinders shall not be permitted when an I/A OWTS is TOTAL LOT COVERAGE INCLUDING � ENTRY STAIRS utilized as means of sewage disposal. 6.The panel shall meet National Electrical Manufacturers 42rM S.F. 20.0% Association MEMA) 4x specifications. STRUCTURES <.5" FROM GRADE 'i. Water softeners shall not discharge Into on I/A OWTS and the Department recommends water softener backwash be connected to -I. All below grade wiring must be run In electrical conduit. The DRAINAGE SYSTEM INSTALLATION NOTES: on onsite drywell acceptable to Town or Village building conduit must have: appropriate seals to prevent gases and moisture • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 p_ J PROP. 2-5TORY WD. FR. Departments. from reaching the control panel or junction boxes. WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC IS w DWELLING w/ BASEMENT COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER 5, I/A OWTS tanks 4 septle, tanks shall be watertight and 8. Each s stem shall bee equipped ed with a functionin warning s tam R-3 d 6ARAGE w/ constructed of sound and durable materials that are not subject to y q pp g g DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS 3 SLAB-ON-GRADE .1 which will activate audible and v15Val alarms that can be readily A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 4 / excessive corrosion or decay. seen and heard by the occupants of the building served. The (4 BEDROOMS) Department recommends a telemetry device be Installed to PROPERTY LINES ' z F.F. EL.=15.3' PROP. 4. All tanks must be watertight. Two methods of ensuring tanks era provide Immediate remote alarm notification to the 04M provider • A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 AND '� / GARAGE SLAB EL.=12.41' 10, _� IWOx4' watertight shall be either vacuum testing or water pressure testing covered by the 04M agreement. BURIED PROPANE FUEL TANKS. ___ _• MIN. `DRIVEWAY/ methods as follows: CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL r / D.W. 10.Vacuum testing: Seal the empty tank andapply a vacuum to four 9. Systems which are not designed to flow by gravity arerecommended to be equipped with a control panel with means of PRAINA6E SYSTEM CALCULATIONS - PROPOSED DWELLING: (4) Inches(IOOmm) of mercury. The tank Is approved If 410% of connecting a portable generator to operate the system during a TOTAL IMPERVIOUS ROOF COVERAGE = 2656 S.F. I PROP. FUJIMAG AIR BLOWER vacuum Is held for two minutes. power outage. 2,656 S.F. x 2" RAINFALL EVENT = 442.7 G.F. STORAGE REO.'D II. Water testing: Seal tank;fill tank with water to outlet Invert DWELLING w/ ii p PROP. FUJICLEAN ALARM PUMP5.BLOWERS. LEVEL SENSORS. AND CONTROLS: L,- 5 / Q J elevation, let stand for 24 hours. Refill the tank to the outlet Invert I. The electrical function box serving the pump motor and floats (1) e)4) DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH PUBLIC, WATER MIN 0 tu 4 CONTROL PANEL after the 24-hour period is complete. Let the tank stand for on must be watertight and located outside the I/A OWTS tank chamber. (5) 5V x 4' DEEP D.W. PROPOSED = 506.64 G.F. STORAGE PROVIDED / CL additional 10-hour period. The tank Is approved if water level is I I I / held for the 10-hour period. Water pressure testing Is 2. Any blowers located outside of the I/A OWT5 unit must be placed PRAINAGE SYSTEM CALCULATIONS - PROPOSED ASPHALT DRIVEWAY: I r recommended to be done onsite after Installation. on a pad (concrete,plastic or fiberglass) and have a soundproof TOTAL IMPERVIOUS COVERAGE = 1,655 S.F. / I r- Z enclosure cover. Ib55 S.F. x 2" RAINFALL EVENT = 275.8 G.F. STORAGE REQ.'D I w Iz O DWELLING w/ 12. Septic tank manufacturers shall provide a label of non-corrosive I / z I I-1 PROP. MASONRY PUBLIC, WATER material in a prominent location at each access opening to warn 3. All s and float trees must be accessible and serviceable J Imp (v COVERED PORCH ♦ 1 that "entrance Into tank may be fatal". from access openings. (I) 8(P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH I / � �j I ,L (2) &'4) x 4' DEEP D.W. PROPOSED = 337.76 G.F. 5TORAOE PROVIDED I Q tu I -1 / 4. The floats shall be attached to a Schedule 40 PVC, float tree I- I/A OWT5 TANK CONSTRUCTION MATERIAL REQUIREMENTS: that can be costly removed for service or adjustment. The floats THE FOLLOWING LOTS NOTE: ( j 0 Z 1W � POP. 5' `� 8 O4 shall not be attached to the force main. ' WITHIN 150 OF PROPERTY I. FLOOD MAP DATA: I Q I I% MIN. `DWELLING I. Non-concrete prefabricated septic tanks shall conform to the UTILIZE PUBLIC, WATER AS MAP #: 5610500176H / X ( m x / p p S.The Deportment shall observe the pump system operate through ( '"� I I ,-1` D W PROPOSED O International Association of Plumbing and Mechanical Officials a normal operating cycle. PER 50WA: MAP DATE: Oa/25/200a V 10_ 0 p P 9 y / O tu ( I Q O PROP. FUJIGLEAN �n�N ASPHALT ' (IAPMAO) "American National Standard for Prefabricated Septic FLOOD ZONE: X n GEN7 I/A OWT5;VENT Tanks" ANSI ZI000-2007 and any applicable revistons/updates. &.Inspection for leakage of the force main fittings will be made: SCTM #1000-34-1-13 �'I I O r DRIVEWAY during the pump test procedure. SGTM #1000-34-I-14 2.SITE PROTECTION/SILT FENCING TO BE !Y�l ( (L I L�- --- TO ROOF AS REO.'D t2.he, Non-concrete tanks shall be factory assembled or assembled in 5CTM #1000-34-1-15 INSTALLED AS REQUIRED BY THE TOWN OF 3/ ------- the field/distribution facility by a certified representative of the 5CTM #1000-34-1-I6 SOUTHOLD. �' I 8'MI -1\ tank manufacturer. N PROP. G1 i w 5CTM #1000-34-3-I UI ?' L.P. 5. Each tank shall be Identified by the manufacturer with the SGTM #1000-34-3-2 3. SURFACE WATERS OR WETLANDS ARE manufacturer name or logo,capacity and number of openings,and 5CTM #1000-34-3-3 LOCATED WITHIN 300' OF THE PROPERTY. U_ I TEST I 0 date manufactured,permanently marked at the inlet end of the tank. SGTM #1000-34-3-4 5/ I HOLE 6. 56TM #1000-34-3-5 4. ELEVATIONS REFERENCE NAVD 10155 tt,• I EL.=125' �, , I PROJECT: 4. All walls, floors,roofs,and access covers shall resist an applied 5CTM #1000-34-3-6 0/ w force of 500 pounds per square foot (psf). j11 Q I SPACE I z 5CTM #1000-34-3-22 5. ANY VISIBLE WELLS LOCATED WITHIN 150' �tV/ z 10' PROP. _ _ _ - _ _ _ _ FOR � � /� �/� 5. Precast concrete covers and risers are: not permitted on SGTM #1000-34-3-23 OF SUBJECT PROPERTY LINES ARE V Q,• Imo-MIN. L.P. '-- 5 MIN. -•I 0 � PROP. � YE RAS I 1��0 U non-concrete tanks,unless otherwise approved by the manufacturer. SGTM #1000-34-3-24 DEPICTED ON SITE PLAN. I e4 a PEROFF I Q ( 5',Px4' RIVEWA Q w p " F Y $� 6. Whenever practical,non-concrete I/A OBITS # septic tanks shall SGTM #1000-41-1-11.1 D I I-i � D yy / MIN. SEPTIC not be located within groundwater. For installations that are placed -� 0 within groundwater,particular care must be taken owl Installation, Q bedding,and backfill►ng to prevent damage: to tank walls,and all 5EPTEM5ER 27, 2023 ry Q ' a I dJ PROP. 20"0 POLYLOK DIST. I Q tanks should be sold by the manufacturer completely assembled. If, W BOX (SAMPLING POINT); I z because of size,the tank Is delivered to the site In sections,all TEST HOLE DATA Q / I MAINTAIN 5' 4 2' MIN. (p joints shall be sealed with watertight gaskets. All tanks shall be MCDONALD 6E05ERVIGES Z' I N. / DISTANCE FROM MI OWTS a C, 450 MAIN ST tested for water tightness after Installation using a method FOB 1255 Q / 4 ( AE L.P., RESPECTIVELY specified by the manufacturer and approved by the Department. SOUTHOLD, NY 11�17 j a I PROF. 8, PROF. 8, �' SIP C FOR 18 z 3 GREENPORT, NY 11944 (631) 765 3677 Q L.P.'7. In cases when tanks are, Installed In groundwater,the design � IN. MIN.� PROP. p_ � w MCDGEOC OMAI L.COM ( L.P. I - professional shall submit buoyancy calculations to prove the weight Z / E.P. 0 it ry of the, tank (with or without anchoring or th, addition of ballast) will Ro I / I n DRAWING TITLE: be at least 15 times more than the weight of the water displaced. EL.=125' V The buoyancy calculations shall be done using highest / OL I Z z I U1 NOTES expected/recorded groundwater elevation with the tank empty. Soil IIB.76' - - cover on top of the tank(s) shall not be considered when 5M BROWN SILTY SAND / I I SITE INFORMATION determining the amount of anchoring or ballast weight required. j j - EL.=11.2' - - - - SITE PLAN SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL EL.=12,5' j N23°41'3°"w 14.54' H.S. REFERENGE NO.: -' -- j I EXISTING OVERHEAD ELEGTRIGAL WIRES- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PAGE: 5W PALE BROWN FINE SUFFOLK COUNTY' D E Pi"1 F ZT I v i esWT O 1- � G/"1 L 1 � SERVICES TO COARSE SAND ® 0 0 0 I I MA I N STREET PERMiT FOR APPROVAL F CONSTRUCTION FOR A I SITE LAYOUT NOTES: I I. TH15 IS AN ARCHITECT'S SITE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICENSED DATE: 11/17/23 10F 2 SINIGLE FAMILY RESIDENCE ONALY I SURVEYOR. THE INFORMATION IO.a' I Design Professional's Certification Required. 1%7 REPRESENTED ON THIS 51TE PLAN IS TO THE i i�i I ARCHITECT'S BEST OF KNOWLEDGE. 230' TO NEAREST WETLAND FLAG; I Submit P.E. or R.A. Certification For ��.� t„I�A� 2. SURVEY INFORMATION WAS OBTAINED WATER IN PALE BOUNDARIES DELINEATED 4 I The Installation and Construction of the Sewage Disposal System FROM A SURVEY DATED OGTOBER a, 2023 5W BROWN TO FLAGGED BY SHAWN M. BARRON, ( g p Y AND PREPARED BY: (tED A DATE 12/11/213 f -N . REF a. R-23-1675 � COARSE SAND M.S. ON SEPTEMBER 28, 2023 I Use Form WWM-073 HAROLD F. TRANGHON JR. P.G. � cy 1 I P.O. BOX 616 �'Aj 1566 WADING RIVER-MANOR RD. APPROVED ✓�A I7.o' I WADING RIVER, NY 117a2 �- COMMENTS: GROUNDWATER I (631) 92a-46ei5 * g FOR � A�IMUI'� f� E�R®®I"VfJ AIN E6RADETERi=DIO.q'BELOW - - - - - - - - - - - - - EXISTIN6WATERM- - - - - - - - - - - - - - - - - - - - O 5 10 20 3 y9j• 0 3740y ,yQ� EXPIRES THREE YEARS �=ROIN4 DAT E Off= APPROVAL O 40 50 FaFN�� 51 TE PLAN 6RAPHIC SCALE SCALE: 1" = 10'-0" I ELECTRICAL SERVICE TO FUJ I CLEAN ALARM/CONTROL PANEL 100 -' Lu co 101 I I 102 I 1 c rn C; 103 aB1 1 N — - 0 104 o C: 0 o- C6 n d MAIN ELECTRICAL 105 51NOLE LINE DIAGRAM NOTE: C: 2 X :3 CV MANUFACTUREW5 SINGLE LINE DIAGRAM FOR FUJIGLEAN "CONTROLLER A" p O O 4- (1 FANIAT 1�I^I I I`► 106 WIRING 15 PRESENTED. USE OF UPGRADED CONTROLLER OPTIONS BY s O m -+j EL L 1�Y � I FUJIGLEAN ARE ALLOWED, PROVIDED THAT THE MANUFACTURER'S � Cal O � lO7 CORRE5PONDING WIRING DIAGRAMS ARE FOLLOWED IN SUCH INSTALLATION. Q O I C111Q8 TEST, W13"t, SILEDC£ MAIN BRE 108 AKER T z US108 109 ALApiq CIRMIT FEAM "' 110 1 151 I s • ANtil T -715 152 I I '-RTticl7.E TO 20 IN•LBPS112 KRI+ 153 TEPYA N TO112 w 5. 3-7. 1 INAI - 113 SVITCH : . 154 I r i 7 - -! _ � _ _ �' © _ _ � TB1 I 4� 114 155 ! i I I 1 I 1 ( L115 TBl css TB 1 T 156 1 1 1 1 I 1 115 1x3 R V da II I `x2 1 11 .L I I I e 157 I BRANCH CIRCUfT PROTECTION, OVERLOAD PROTECTION, 116 �+, FLOAT x#zw N L' " it MN I 1 MN DISCONNECT AND OVERCURRENT PROTECTION 158 I ti 1 � — — I �..� -} OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS i- 117 1 kA." RGAI , t AND DUST BE SIZED ACCORDING TO PULP/MOTOR I 118 159 �-- — — — — — — — — — — — — — Rw FLOAT I MANUFACTURING SPECIFICATIONS i Q U) 119 160 1 1 I ► CU Ca124 1 120 is - - - - - - - - - - - - - - - - -- - N 161 I - - - - - - - - -� I i 121 C1 SSS R 162 P i l � DEDICATED, 20 AMP 122 163 I I S 1 NO LE PHASE CIRCUIT BREAKER 123 A -1 164 i KRATM A DC 1 124 165 I Lw T"-C Ta i 125 166 EXTERNAL COVP(kM (COURRESSOR AND/0R PUVPS) PRa1i0E0 BY OTEM 45 !N LB 126 167 MD VUST K U.L APPRMD MW,,411Y PROTECTED PUVOS I 127 CB12 168 j I 8 I 128 T51 _ _ fs1 z� — — T�l -- — — — N 169 I I PLW 170 , I scUMeAFFLI CHAMBER Volume(gal)© Sedimentation Chamber 397 129 CIRCUIT R IW fL%T TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS K ST BE AT LEAST 140 DEG. F. I B 171 (60 DEG. C. ). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. I --e'-�"— 2'-318 'q Q Anaerobic Filtration Chamber 396 130 o Aerobic Contact ChambrationChamber 90 172 � CONNECT GRAND LUG IN PANEL TO A SECURE EARTH GROUND I— clRcuLAnoN -w Clarification Chamber 90 131 �1 p r , DISHED LINES REPRESENT FIELD WIRING 1 AIR LIFT PUMP © Disinfection Chamber 6 17 sINFEcnoN Total Volume ,069 CYLINDER(OPTIONAL.) 1 32 4'INLET PIP "OUTLET PIPE SPECIFICATIONS R11P _ ..... _._ _._ -_ ..__ _ _ _. _ _ _ _ _ _ FIELD WIRING SECTION 1 A Anaerobic Media PP/PE 133 174 "— _- -" —' "' "- '- - — -- — — — Ir e4 A� Board Type Aerobic Media PVC/PP/PE © Aerobic Media PP/PE OAR LIFT PUMP Blower PVC/PP/PE FUJ I OLEAN S I NO LIE L I N� D I AORAM ,n FLUENT Tank FRP INLET a �I Piping PVC/PP/PE (] Access Covers Plui astic/Cast Iron Disinfectant(Optional) Chlorine Tablets SCALE: NT5 OIA BAFFLE 4-AIR(WAKE V RECIRCULATION PIP (CLEANING OPENING) B FLOW OPENING(T/ PLAN VI EVV .. 550. SINFECTION 24'ACCESS COVER t" ' 2165 " "d. I - 20"ACCESS COVE 20"ACCESS COVE 24"ACCESSCOVE CYLINDER(OPTIONAL) 13.M '--- -___- Ntl \ 378a" •• (T1'P) (�) � 4 SYSTEM ° Q OW OPENING 0 ARD� CONTROL/ALARM y - - r 396- CONTACTMEDIA NEW 4 I.� ,6fi0 - .. w ""= (NEMA 4X RATED) _ J .p$ ;": PROJECT: - BEDROOM .I �„. DWELLING MAC IOORII B0TT01�" POLnoKmoeox \, 70PN6 mg- - 1374 © BLOWER :1 POLYLOK 20"0 D-BOX w/ MATERIAL-POLYPROPYLENE 1-0 MIN. PART NO 3mTm ��"� ��X COLOR-BLACK YE RAS I INN 0 U rrml".�c CIRCULATION F.F. EL.=15.3 2'-6" MAX. SECURITY CRATE (BAFFLE CAPACITY e a.>E- PNt,Np.Di,t,,9 REOV IF INLET PITCH -CAST GONG. NO COVER BELOW GRADE � qO AIR LIFT PUMP ,r nu6w6,6o 3xen3 ; , I5"4) LOCKING ACCESS COVERS EXCEEDS " PER FOOT) " 2245 GIGO - S E PT I C -0 MIN. 2-6 MAX. 4" HOUSE 10' w/RISER 4'-1' 4'-1" 1 s-r ACCESS GONERS �r \Y• 1 w/RISER AV6. GRADE EL.O PROP. rw �fi w1 b9.. a.ro0. SANITARY SYSTEM=125' 5A5 MAXIMUM SLOPE (] MAIN DRAIN MAX.' 1u16 Ra�mM I� AEROBIC MEDIA " " .... I -" ,-� �=.. `� : `" ; `"" f.:.", =,-_,�,'• 450 MAIN ST p3 GO. L----- - PVC OR EQR 35 I MIN. I' ,, r �. TO CL PVG OR EQ. y J+ f, s 6� 1 r r M�' RATION ASSEMBLY —————— ———— —— —— MIN. 4 SDR 35 ! w _ `- MAX. .• MIN PITCH j":I' MIN PITCH ":I' GREENPORT NY 11944 MIN. INV. MIN. 4 4' SOR 35 PVC, OR EQ. INN. INV. - - - - - - - - % T aloKrsxcYLw "'` SECTION A-A VIEW SECTION B-B VIEW EL,=108 MIN PITCH #":1' EL.=105' =103' EL.=10.2' INV. EL.=10.1' FLOW LINE INV.EL.=a8' DRAWING TITLE: FUJ I CLEAN OEN-7 I/A ONTS DETAIL iD 2" MIN. DROP LEACHING O~IL POL NrL.OK 20 I' D I ST. BOX DETAIL WIRING DIAGRAM PROVIDE CAST IRON V POOLS) ' w w PIPE EXTENDING 2'-O" PROVIDE 12" THK. (MIN) (PROVIDE END GAP LL p TYPE LEVELING SCALE: NT5 MIN. FROM BUIU7ING BED of SAND OR PEP' DEVICES AT OUTLETS) w SCALE: NT5 SYSTEM DETAILS BASEMENT FOUNDATION GRAVEL BENEATH SLAB A 015TRIBUTION BOX 51-0" SUFFOLK COU'NT%r HEALTH DEPARTMENT APPROVAL FUJIGLEAN GENT .... ... . 245 NITROGEN REDUCTION SYSTEM REPLACE EXIST.501L w/3' -- ---- GLEAN SAND COLLAR - H.S. REFERENCE NO. — — 5URROUNDIN6 L.P. WHEN m PAGE: EXIST.SAND 4 GRAVEL HI&HE5T EXPECTED ; — — — — — —(SP/5W) LAYER NOT PRESENT GROUND WATER EL.=1.6' sr-:102mOO INNOVATIVE 4 ALTERNATIVE ON51TE WA5TEWATER TREATMENT SYSTEM (1/6 OWT5) 1-EAGHIN6 POOLS (2) I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 6PD 4 BEDROOMS). 1. LEACHING SYSTEM FOR A 5-6 BEDROOM RESIDENCE SHALL" PROVIDE 400 FT2 SIDE-WALL AREA SLATE OR OTHER PROPOSED FUJICLEAN CENT I/A OWTS PROVIDES'700 CPD TREATMENT CAPACITY. (6 BEDRM. MAX CAP) SEND OR SENDPPLLUGR DATE: 11/17/23 2 OF 2 (4)641 x 4'(EFFECTIVE DEPTH) LEACHING POOLS PROVIDE 400 FT2 SIDE-WALL AREA END PLUG SUITABLE COVER 2. INSTALL ALL COMPONENTS AS PER MANU.SPECS. (2)&0 x*(EFFECTIVE DEPTH) LEACHING POOL PROPOSED FOR 50% EXPANSION 3. A 10' MIN. DISTANCE BETWEEN THE I/A OWT5 AND BUILDING WITH CELLAR/BASEMENT SHALL BE , a - 2. LEACHING POOLS TO BE CON5TRUGTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). w w MAINTAINED,OR 5' MIN. DISTANCE IF BUILDING 15 UPON A SLAB. � 3. ALL GONERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). Q — Q � � El T (S) 4. A 5' MIN. DISTANCE BETWEEN THE I/A OWTS AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. SEWER PIPE ��"` 4. A 5'MIN.DISTANCE BETWEEN THE HIGHEST RECORDED 6 ZOVNDWATER LEVEL AND BOTTOM OF LEACHING 45' ELBOWS 30- ELBOW �� POOLS SHALL. BE MAINTAINED. 5. A 10' MIN.DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. A O y f 6. AN 5'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND I/A OWTS SHALL BE MAINTAINED. 45' ELBOW 60' WYE .. e ALTERNATE "A" ALTERNATE "B" s°: Q CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC * tt IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION 0374()$ PROPOSED SEPT 1 O SYSTEM DETAIL GLEAN-OUT DETAIL ()F SCALE: NT5 50ALE: NT5 I � /A APPROVED AS NOTED ON LEAD CON TEN T 6,E'/-L `E pr DATEL-5/14$.R# RT'F1CATE-0F0CQUPA&- SMDEP-U FEE BY- WA TER $ , I.. TV, OVFY BUILDING DEPARTMENT AT N oupk- � y 90CANAt- 631-765-1802 8AM TO 4PM FOR THE EXCEErL� FOLLOWING INSPECTIONS: 1. FOUNDATION'--i'V110 FOR POUR : ELECTRICAL 2. ROUGH-FRAMING- & f-,- INSPECTION REQUIRED & INSULATION k FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE TRUSS PLACARDING REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS DO NOT PROCEED.- COMPLY WITH ALL CODES OF FRAMING UNTIL-S.U. NEW YORK STATE&TOWN CODES OF-FOUNDATION, AS REQUIRED AND CONDITIONS OF HAS BEEN APPA' ' SOlf�iOLD TWI ZBA -88l H8t6i�WNf=ING BOARD S0b7H0MMWTRUSTEE$ Blower door and ductwork SOL%ewpc testing required. SCHD OR_A Must Provide Manuals JSE IS-UNLAWFUL Dj J and S as per /VITHOUT CE'RTIFICATI NYS Energy Code �F OCCUPANCY it exterior lighting n stalled, replaced or REUM STORM WATER RUNOFF epaired shall conform PURSUANT TO CHAPTER 236 to Chapter 172 OF THE TOWN COOL of the Town Code PIL'umft ',,..:ALLPLUMBI WATRRJLjN.. tSN"Ee'D CWERDO f GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE ' 1. AllconstructiondbyNew York State May 12,2020, 14a. Draftstoppping material R302.12 shall be as follows: ado as adopted by shall conform to the 2020 Residential Code NEW YORK STATE, In combustible construction where there is usable space both above and below the concealed space PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: of a floor-ceiling assembly,draftstops shall be installed so that the area of the concealed space does MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately inches Uninhabitable attics without storage 10 NUMBER AND TYP 2020 Building Code of New York State;Plumbing code;Fire code;Mechanical code; equal areas.. Draftstopping shall be provided in the following locations: DESCRIPTION SPACING AND Fuel gas code;Existing building)code;Property maintenance code. 1. Ceiling is suspended under floor framing. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION ALL CODES shall supercede the drawings and shall be'ncorporated Into the 2. Floor framing is constructed of truss-type open-web or perforated members. and/Or whirlpool attachments 1-1/2 drawings WHETHER they are Indicated on the Plans or NOT. ITEM ROOF FRAMING Habitable attics&attics served with fixed stair 30 10 Bidet 1-14 4-8d BOX (2-1/2')OR (D Additions,Alterations&Renovations:shall conform with Appendix J 15. No bahe f shall be placed against the foundation walls Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON ) EACH RAFTER,TOE NAIL until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 2. Written Dimensions take precedence over scaled dimensions Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2')OR 16. Double joists under parallel partitions and under whirlpool tubs. 3-8d COMMON EACH JOIST,TOE NAIL 3. The contractor prior to the start:of construction shall verify all Double around openings in floor and roof framing. Floor drain 2 Guards and Handrails per 1607,8.1.1 200 CEILING p g p 3 RAFTER,JOISTS NOTATTACHED OVER PARTITION TABLE PARALLEL TABLE R802.5.2 3-16d COMMON((3-1/2") FACE NAIL • OR dimensions,existing or new and be responsible for field fit. Kitchen sink (One Or two traps, with Or 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, 17. Metal flashing shall be installed were concrete abuts wood, Guard In-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL and were decks abut house framing. Without dIShW2Sher and food Waste dISpOSer) 1-1/2 4 SEE TABLE R80z.5.2 FACE NAIL shall be installed in accordance under latest State approved Building Codes. - RAFTER HEEL JOINT 1 1 1 pp g Laundry tub (one or more compartments) passenger garages 5 ( ��) W All systems are to be designed,installed,&specified by the general contractors; HVAC, - p g g g 50 COLLAR TIES 4-10d COMMON 3 OR OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER \� electrical or plumbing sub-contractors, 18, Install joist hangers at all flush structural load bearing conditions. Lavatory Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE S certificates are to be provided the electrical contractor. Shower based On the total flow rate through 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Electrical ce 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the ( g Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE d b ra S howerheads and o s 5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity floor area of that room,and the minimum operable area to the outdoors shall be 4 percent of s Y p Y ) OF EACH RAFTER OR TRUSS of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall the floor area being ventilated. Refer to Residential Cade section R303 Flow rate: Stairs 40 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR TOE NAIL be the responsibility of the general contractor to verify the depth of all existing footings 5.7 gpm and less 1-1/2 Roof 20 20 3-10d COMMON r disturbed by construction. 20. All window and door headers to be 2-2x10 unless noted otherwise. 3-16d BOX OR �/ More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL ry TABLE allowable subscript capacity o the building official determines that in-place place soils 21. Vent dryers to exterior as per Section M1502 More than 12.3 m U t0 25.H m 3 ALLOWABLE DEFELECTION OF ALLOWABLE with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, rY P gpm p gpm WALL FRAMING the allowable bearing capacity shall be determined by a soils investigation. Vent range hoods as per Section M1503 More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION Q Bathrooms/mechanical ventilation as per Section M1507 16d COMMON 0 o Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL 6. Cast-in-place concrete shall be air entrained;5/o<7/o total air content by volume and have no finished ceiling attached to rafters L/180 an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162") r n All Concrete shall conform to the latest ACI standards. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 16d COMMON �+ basement and cellars and not less than 3 feet from the bathroom door containing a 10 BUILT-UP HEADER 1s"O.C. FACE NAIL ALONG EDGES Floors L/360 5-8d "x (2-1/) Q R404.1.3.2 Reinforcement for Foundation Walls TABLE R302.6 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL ' ' I Concrete foundation walls shall be laterally supported at the top and bottom.Horizontal bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. All other structural memebers OR 4-8d COMMON W reinforcement shall be provided in accordance with Table R404.1.2 1 .Vertical reinforcement WHENEVER an alteration,addition,or conversion is made to an Existing Residence, DWELLING -GARAGE SEPARATION L/24o p ( ) 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL 3: I W z shall be provided in accordance with Table R404.1.2(8) the smoke detection system of the ENTIRE residence must be brought up to code, SEPARATION MATERIAL Exterior walls with stucco finish H/360 hardwired and interconnected. 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END R404,1.3.3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall comply with NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH the requirements of ASTM A 6,15,A 706 or A 996. FROM THE RESIDENCE AND ATTICS q 23, Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area Exterior walls-wind loads/flexible finishes L/140 P P g NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru FROM HABITABLE ROOMS ABOVE THE GARAGE Q in the immediate vicinity of the bedrooms. combination carbon monoxide BOARD OR BLOCKING(NOT BRACED WALL) 16 BOX(3-1/2") iz"O.C. FACE NAIL R404.1.2(9). L=span length,H=span height N and smoke alarms shall be permitted in lieu of carbon monoxide alarms. BOTTOM PLATE To JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL M R404.1.3.3.7.2.; Location of Reinforcement: vertical reinforcement in basement walls STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2"-INCH GYPSUM BOARD 15 OR BLOCKING {AT BRACED WALL PANELS) 2-16d COMMON 2 EACH i6"O.C.FACE NAIL W Ci 9'-0"or higher as per tables R404.1.2 8 Vertical reinforcement in basement walls All CO alarms shall be connected to the lighting circuit with no intervening wall USED FOR SEPARATION REQUIRED BY IRC-R302.6 g p ( ) 9 9 9 TABLE R802.5.2 � n d' shall be located to provide a maximum cover of 1-1/4 inches from the inside face. switch with battery backup. Battery-powered alarms are not allowed. RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL � cv, GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2' INCH GYPSUM BOARD 2-16d COMMON Q O R404.1.3.2;Concrete foundations shall have horizontal reinforcement as follows: DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF O 24. WALL BRACING: Buildings shall be braced in accordance with EXTERIOR WALLS THAT ARE WITHIN THIS AREA GROUND SNOW:20 PSF 3-10d Box Based on Table R404.1.2(1)- (includes basement entrances and window wells) RAFTER RAFTER 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL � W � Less than 8 foot Wall Height:One#4 bar within 12 inches of the top of section R602.10.4.2 Continuous sheathing method. SLOPE SPACING 2-16d COMMON wall and One#4 bar near mid-height of wall. End conditions for braced wall lines for the continuous sheathing shall conform ROOF SPAN o 9 OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD 3-8d BOX Greater than 8 foot Wall Height:One#4 bar within 12 inches of the top of to Figure R602.10.7. Braced wall panel connections SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 18 1^ BRACE TO EACH STUD AND PLATE FACE NAIL Q W Z wall and One#4 bar near the third points in the wall story.R404.1.3.3.7.3 Wall Openings shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) z-sd COMMON 12 FT 20 FT 28 FT 36 FT _ I Q RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING {(�'Y � � R404.1.3.3.7.3 Wall Openings:Vertical wall reinforcement required by Section R404.1.3.2 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 111''''''�� that is interrupted by wall openings shall have additional vertical reinforcement of the same size provided to transmit the applicable uplift forces in section R80211.1 from the 4-8d BOX ■ , U placed within 12 inches of each side of the opening. roof assembly to the foundation. 3:12 16"O.C. 5 8 10 13 2 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL v Uj R404.1.3.3.7.4 Support and Cover; Reinforcement shall be secured In the proper location RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON P P 22 6"O.C.TOE NAIL 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4:12 16"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX in the forms with tie wire or other bar support system to prevent displacement during the concrete TABLE R301.2.1.2 Windborne Debris protection placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum asphalt shingles shall be tested in accordance With ASTM D 7158 and classified Fastening Schedule for wood structural panels 2-10d BOX cover of 3 inches.Minimum cover for reinforcement in concrete cast in removable forms that will be as per Table R905.2.4.1 of the NYS Residential Code. 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-8d COMMON EACH END o In exposed to the earth or weather shall be 11/2 inches or No.5 bars and smaller,and 2 Inches Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or `o o H for No.6 bars and larger.For concrete cast in removable forms that will not be exposed to the copper roofing nails, minimum 12 gage shank with a minimum- Fastener Panel S an Panel Span Panel Span an 7:12 16"O.C. 3 4 5 6 4.16d BOX a),- ° E B g p PP g g g p p p 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL o, m y LM a a o ° earth or weather,and for concrete cast in stay-in-place forms,minimum cover shall be 3/4 inch, 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing Type Less than or less than or less than or 3-16d COMMON c w C- € 2 N y.° `o w The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. 9: 12 16 O.C. 3 4 4 5 u r- - ° c m c ° q and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer equal to 4 feet equal to 6 feet equal to 8 feet `o- E=t ° ° °� T q q q 3-16d COMMON AT EACH BEARING,FACE NAIL "- �' a� `o U c m c but not less than 4 per strip. „ 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) o c c Z o m m c �o 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All P p' 12:12 16 O.C. 3 3 4 4 4-10d BOX _$ (D o ° o 0 v o� r (D Framing lumber shall be DOUG-Fir Larch#2 or better,E=1,600,000 No 8 Wood screw c iu c o c N ` Min.Fb for dimensional lumber=850 psi. 27, Flame Spread Index: R302.9 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX ° a $° o based anchor with PER JOIST o t5 o m y c� - Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. wall and ceiling finishes shall have a flame spread index 5 200 On Center on Center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON c a° N Y a` o Including but no limited to:Deck Framing,Posts,Headers,Girders&Ledgers. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 2 inch embedment on center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS m In 2 c ° m - g o c 3 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM °�t N ° 3 L c'c 3 8 m ten ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS " c p. a� &attics shall have a flames read index 5 25 g STAGGERED ON OPPOSITE SIDES "- Cc, c o o a 0 m a� o r P CONNECTION SHALL BE INCREASED AS FOLLOWS: w y rn 8. ALL EXTERIOR LUMBER Shall be ACID requiring the following; ai y._ - 4-16d BOX y �' c c•- a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D Smoke-develo Smoke-developed Index: R302.10 No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL Co._c m y m 3 o P 3-16d COMMON r t� or stainless steel, wall and ceiling finishes having a smoke-developed index <_450 based anchor with 12 inches 9 inches H C/ H r HEEL JOINT FACTOR Q a o v ,.t `o c o 9 9 P 16 inches r-p b.) Use Copper flashing Only!against ACQ Lumber Sill Plates 2-1 Od BOX(3") OR �° ° E c � c °' �,c a Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 2 inch embedment on center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOE NAIL s c y. r= E o c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc On center 1 / 3 1.5 2-8d COMMON(2-1/2P') e c._ ,n P U shall be Hot-Dipped Galvanized or Stainless Steel). &attics shall have a smoke-developed index 5 450 tested with ASTM E 84 or UL 723 lenght ¢ 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, ° = a.E w 12 28. SWIMMING POOLS. Shall conform to Section R326 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND IE 8 Cn m cr w a=o a PARTICLE BOARD WALL SHEATHING TO FRAMING 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table Is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 9. All Engineered Wood Products such as"Trus Joists,Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, SPACING OF FASTENERS installed in accordance with the manufacturers latest installation details, b.Fasteners shall be installed at opposing ends of the wood structural panel. DESCRIPTION OF NUMBER AND TYP ground access areas. panels shall not be located less than 18"from a valley Fasteners shall be located a minimum of 1 inch from the edge of the panel. BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING Q T Framingconnectors,Allowable Hole diagrams,specifications,etc, g p SUPPORTS GABLE END WALL FRAMING W 9 p TABLE 802.11 "Micro-Lam"Design Stress: E=1.9, Fb=2,600 psi, Fv=285 psi A permanent certificate indicating the"solar-ready zone"and other requirements of c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND „- 1/2„ 6d COMMON(SUBFLOOR,WALL) (n I- ~ -0 D-- "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi,Fv=290 psi this section shall be posted near the electrical panel or water heater by the builder. not less than 2 Inches Into the building frame, Fasteners shall be located not less than 30 318 8d COMMON(ROOF) 6 SEE NOTE A 6 W V C "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi 2-1/2 Inches from the edge of concret block or concrete. J Q W RAFTER ROOF EXPOSURE C The main electrical panel shall have reserved space for a dual pole circuit breaker 31 19/32"- 1° 8d COMMON 6" SEE NOTE A 6" Z z _J > O 10. R310.2 EMERGENCY ESCAPE AND RESCUE:Required in BASEMENTS, for future solar electric installation and labeled"for future solar electric d.Where screws are attached to masonry or masonry/stucco,they shall be attached SPACING SPAN (� each sleeping rooms in basement,habitable attics, and every sleeping room (FEET) ULTIMATE WIND SPEED 0 .__I Z Q 1) �- shall have at least ONE operable emergency escape opening as follows: using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. 130 140 " 10d COMMON NAILS ++ " Sill height of not more than,44 inches above finished floor. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 32 1-118 - 1-1/4 6 12 W 'Q Q W E A. Minimum net clear opening of 5.7 square feet. Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = � U W C � p 9 q 1/2"STRUCTURAL CELLULOSIC p g openings 31. NEW Construction/Additions&Alterations: Glazed protected from wind borne debris. 1-1/2"GALV.ROOFING NAIL 3" 6" W Except rode floor o enin s shall have a minimum net clear <5:12 t 5:12 <5:12 z 5:12 FIBERBOARD SHEATHING V Glazed opening protection shall meet the Large Missle test ASTM E 1996 33 z N opening of 5 square feet. It shall be the responsibility of the General contractor or his subcontractors to submit and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 (� LL IL B. Minimum net clear opening height shall be 24 inches. 214 201 263 247 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL " ++ W in detail the design, calculations,drawings,written statements of the mechanical, Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 C. Minimum net clear opening width shall be 20 34 FIBERBOARD SHEATHING 7 7 (� CL Ijn D. emergency escape and rescue openings shall be operational air conditioning,ventilation,heating systems(new, existing or upgraded) ANSIJDASMA 115. Areas within hurricane prone regions: i1, from the inside of the roam without use of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" _ WHERE Basement contain more than one or more sleeping wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" p g rooms, (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 an emergency escape opening shall be provided for EACH sleeping room. EXTERIOR WALL WOOD STRUCTURAL PANELS Emergancy escape and rescue opening shall open directly to the outside A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3(3) I-t- 6" DIAMETER -►I Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span EXCEPTION: Grade floor or BELOW grade floor openings shall have of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 a net clear opening of not less than 5 square feet. cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING Label all panels and store in a clean d area of the house. 16"O.C. 36 469 438 538 547 STUD 11. STAIR HANDRAIL:R311.7.8 Provide Handrail on at least one side of each ONSTRUCTION TYPE p n' NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL „ Attachments shall be provided in accordance with the table as follows: THICKNESS SPACING EDGES FIELDI 0 continuous run of treads or flight with FOUR OR MORE RISERS. "I", ll', III', IV", OR 'V" 16 O.C. 42 535 499 664 622 PANEL SPAN RATING Handrail Height measured above stair tread nosing,shall not be less than w W 34 inches and not more than 38inches. All Handrails shall be continuous 16"O.C. 48 599 559 745 697 6d COMMON NAIL 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" Z the full length of the stair from a point directly above the top riser of a flight REFLECTIVE RED (2.5"X 0113") to a point directly above the lowest riser of the flight.Handrails adjacent to PANTONE#187 N a wall shall have a space of not be less than 1-1/2 inches between the wall 8d COMMON NAIL " P 1.75 INCH 24/16 7/16 OR 1/2 16 O.C. 6 12 (; Q and the handrail,see code for exceptions.Refer to Code for grip size specifications. it X 0131") p DESIGN CRITERIA TABLE 507.9.1.3(1) = w 12. GUARDS:R312 Porches,balconies or raised floor surfaces located more than 30" DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 J above the floor or grade below shall have a railing not less than 36 inches REFLECTIVE Q In height. Railings shall have Top rails and Balusters and Bottom rails that are WHITE FIELD Wind speed: 140 Q W () JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed No of stories: 2 CONNECTION GYPSUM BOARD to b the riser,tread and bottorn rail of the guard rail at 1he open side of a stairway DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS 512E OF NAILS Y 9 P Y „ TO WOOD FRAMING are permitted to be of such a size that a 6 inch sphere cannot pass through. .. 7/16 min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS scREws Open sides of stairs with a total rise of more than 30 inches above the floor or 1/2"DIA.LAG SCREW p �- Panel, Attached to Roof pitch: per plan 30" 23" 18" 15" „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS grade below shall have guards not less than 34 inches in height measured &1/2"MAX.SHEATHING 1/2 vertically from the nosing of the treads. DESIGNATION FOR STRUCTURAL n Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. $" 16" COMPONENTS THAT ARE OF 1/2 1l2"DIA.THRU BOLTTION ++ „ 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window TRUSS TYPE CONSTRUCTION STROKE with Table R301.2.1.2 Bldg Width Per plan &1/2"MAX.SHEATHING 36" 36" 34" 29" 5/8" WALL G EITHER DIRECTION 16"O.C. 7++ 12„ sd COOLER NAILS opening Is located LESS than 24 inches above the finished floor and GREATER "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1 (`r/1 than 72 inches above the firdshed grade or other surface below on the exterior GIRDERS AND BEAMS of New York State Nailing Sehed: Table R602.3(1) 2'1"70 14'14'1"TO 16' 16'1"TO 18' TYPE"X" AT EQUI LONG 6d COATED NAILS S. T L of the building,the window must be provided with a window opening control device GARAGE CEILING 16"O.C. 6" 6" ESCRE ANT DRYWALL SCREWS, v p p g 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH that compiles with R312,2.2 Window Opening Control Devices. "R" ROOF FRAMING 1/2"DIA.LAG SCREW 13" 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5,1 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed In "FIR" FLOOR AND ROOF FRAMING &1/2"MAX.SHEATHING accordance with R302.11 thru R302.11.2 and Draftstopping shall be 1/2"DIA.THRU BOLT " Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. Installed per ith R32 .11 R302.12.1 UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX.SHEATHING 24" 21" 19 Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for �T.� "� N Fireblocking materials R302.11.1 shall be as follows: TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. [_, � 1. Two-inch nominal lumber NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) C�' 2. 1/2"gypsum board 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance rA with the 10 foot horizontal fireblocking in walls constructed using parallel Applicant shall provide engineered wood placard W > OU rows of studs or staggered studs. on or adjacent to electrical meter box for field inspection. Z r 4. cellulose insulation installed and tested in accordance with ASTM E 119 or PLYWOOD STORM PANEL H •-+ UL 263,for the specific applications Residential structures with Truss type construction, SHUTTER DETAIL in Pre-Engineered Wood Construction And/or Timber Construction .> M for new dwelling and/or any addition,alteration W ty M TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel 'r�qr+ "10c OF FOUNDATION MATERIALS shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. a �- y/G f� W N CLASS OF MATERIAL LOAD-BEARING PRESSURE of the structure for field Inspection `� �� >��0,A" C:) M CZ line bedrock 12,000 ntary and foliated rock 4,000 psf Sandy gravel and/or gravel(GW and GP) 3,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) /' Sand,silty sand,clayey sand,silty gravel and clayey gravel * 1 O (SW,SP,SM, SC,GM and GC) 2,000 psf WIND DESIGN a Clay,sandy clay,silty clay,clayey silt,silt and sandy silt SUBJECT TO DAMAGE FROM Q� (CL,MIL, MH and CH) 1,500 psf GROUND SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN �,Q 01 y0 SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL F SNOW WIND DESIGN WEATHERING LINE TERMITE OF ``ac a.When soil tests are required by Section R401.4, (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP '-- LOAD REGION CATAGORY DEPTH the allowable bearing capacities of the soil shall be part of the recommendations. ZONE V b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf 20 LBS 130 P NO NO NOM B SEVERE 3-0 MODERATE 11 YES NO 1500 or less 52.1 are likely to be present at the site, the allowable bearing capacity shall be TO HEAVY determined by a soils Investigation. M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS P. Basic wind speed for risk category 11 from ASCE 7-17 Figure 26.5-1 B i Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) I. TABLE 602.10.6 FOR MINIMUM LENGTH CF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED r �= rn m a°3i CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° ° fasten king stud to header with (D METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING Min.3"x 11-ccu net header Header e e ° ° ° / 6-16d sinker nails OR END JOIST CONTINUOUS ALONG LENGTH ° ° ° • shall occur at top of wall 7 "�= = — = n•_ = — �- - " '-•�• PER TABLE R602.3(3)-FASTENERS 6" OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG L ,I ICI ICI I, ON EDGE,12"FIELD. INTERIOR SHEATHING OF BRACED WALL PANEL fasten top plate sinker header with PER TABLE 2"FIELD. IN ERIOR S BRACED WALL PANEL BRACED WALL PANEL I ° ° ° ° ° two rows of 16d sinker nails 3"o.c. R602.3 Header shall be Top plate continuity is @ •I I•I I I I• fastened to the required per R602.3.2 J 2-16d NAILS EACH SIDE g Braced wall line king stud with VARIES BY FASTENERS 6-16d sinker nails continuously sheated ................... \Minimum 40001b header-to-jack-stud .I ICI ICI,/ METHOD CS-WSP: s y Fasten sheathing to header with Sd common nails in 3 in.grid with 112"wood j D' ° ° g g structural panels strap on both side of opening 'I I•I AS PER TABLE R602.3(3) a� ° pattern as shown and 3 in,o.c.in all framing(studs and sills) opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS = ° o, ° •I I I 8d @ 6' O.C.ALONG WITH 8d COMMON NAILS BRACED WALL PANEL Sd @ 6"O.C.ALONG m c Minimum 40001b header-to-jack-stud strap .I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER ° B • p g pp ° .I AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL O o on both side of opening opposite side of FIELD � '- ° � ° sheathing Panel splice edges shall occur over _ ° ° and be nailed to common blocking Q I• IN BRACED WALL PANEL BRACED WALL PANEL x o°, , ° , ° , Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 19 L 1/2"thick wood structural panel sheathing leg height. One row of 3"o.c.nailing F- I I I• BRACED WALL PANEL INTERIOR FINISH: �, with 8d common nails @ 3"o.c.in all framing o Is required in each panel edge, 2T I SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG 3-16d @ 16 OC ALONG j I° (studs,blocking,and sills)typical If needed ICI (_� I I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d 16"OC ALONG 3 16d @ 16"OC EACH I° ° n/ I•I @ 2'to 18'(finished width) ry W I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMEBER i° Min Double 2x4 or �, Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural = I I 1' TABLE R602.3(1)FOR EXTERIOR WALL per Table R602.10.5 panel sheathing ,I I,I J• SHEATHING _ _ _ _ _ _ • _ a: CONTINUOUS RIM OR CONTINUOUS RIM OR i Min double 2 x post O , 'I• I'I ` END JOIST No,of jack studs per ° I•I \ I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° Min.(2)2x4 typ. Table R602,7(1&2) OVER AND BE FASTENED TO COMMON STUDS. Min.(2)1/2"Diameter anchors r n •I I,I I I I' HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE ° -•- installed per section R403.1.6 I•I WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16"plate washer O ,� INTERIOR � AND BE FASTENED TO 1-1/2"x 5-1/2" FULL HEIGHT BLOCKING /1 SPACING THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING NAILING CONTINUOUS ALONG LENGTH \� I I I I I 1• AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING S W z .I I•I I.1 I� 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL 'I I.I I•I I• 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ry �^ ,I I•I I•I 1, •I I•I I•I I• NAILING EDGE FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to SPACING -6" Band or Rim joist with , nail sole plat Attach Sheathing °, °° nail sole late M •I I I 1 I I• BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8Dcommonnials to joist per Band orRimjoi wi to joist plate W O o •,- - - - L - - - - - -- • • • • • • • • • • • • • • • • EXT SHEATH'G PARALLEL TO FLOOR/CEILING at 3"o.c.Top an ° p r^ z PANEL JOINT PERPENDICULAR TO FLOOR/CEILING Sub-Floor Walling sched. 8D common naals °° nailing sched, V, er Plans Z 0 FRAMING FRAMING Bottom Bottoms.Top and '� _ o a, , Rim Joist �'� FASTENING REQUIREMI.NTS FOR ° ° ° ° ° ° Rim Joist ° , ° , , , pnchor Bolts and O Q o BRACED WALL PANEL AS PER it G W 1 TABLE R602.3.(1 2 3 Holdowns per plans z METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 O O W ry L.L.. CEILING OR ry LO ,-FLOOR JOIST n (D U DIRECTION Simpson 1-1/4" gals. x 20 gage tri ENDWALL—► H2A Stud To Raftercoil strap with (5) 8d common ENDWALL Connector - Were the distance is SIMPSON H2A nails in each end at each rafter. between 9-1/4 to 15-1/4 at each Rafter. With LOOR AND CEILING JOISTS Typical Metal rovjde blocking @ �� w _ E-y MENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter ° ° rT y A Strapping braced wall panels PROVIDE@STRUCTURAL RIDGES °'" ° E (J�OIISTS- SEE PLANS iv (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field - ° ° A at Openings o� m m E'� `o a, � Horizontal) attached �� Simpson L-50 on each side of rafter o" 0 =o �,°. y (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing = ° r-° _ BLOCKING shall have Solid Blocking c oni w°7c ° °' $ Schedule Dwg-1 TYPICAL @ all Plywood Joints g m a°i c o d o c , o AT 48"OC N O Q O� V O 2-BAYS IN SIMPSON H2A • . a=i rn? c o ��•�ao.� 3 �BLOCHNG @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-114„ x 20 Gage Metal Coil ° �0 3 -2:1 3 ° rafters attached to top (5)Sd x 1-1/2" nails in Rafter Strap with (5)-8d common nails a C N y G, plate with 8d nails @ 6 o.c. (2)8d x 1-1/2 nails in plate N w L SECTION A-A " in each end. catch jack studs r °' o G along length of braced wall (5)8d x 1-1/2 nails in Stud Look Out Blocks ° i _ N 3 0 3 € Comer Holdowns and window or door Header. , o ° a)� y o P Refer to plans panel. _ END WALL BLOCKING DE=TAIL for locations N Typical each side and ALL Less than Gable End Wall _° y ` E N C C�!. t ui C V C or Equal FOR FLOOR AND CEILING BRACING if required •- tD o = o c o m LO ° windows and doors. CL to 12" ' � � a = 2 r o LJR-1 RIM JOIST BLOCKING BETWEEN RAFTERS rd BRACED WALL PANELSca 0. NTS sill strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on 1Z JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS RAFTER TO RIDGE STRAP R602.3(1) EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION rr^^ IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT S IN LIEU OF RIDGE STRAPS -R602.4.6 v! AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. !^ PER NAILING SCHEDULE. LOCATED IN THE UPPER THIRD Z v! 4 N.T.S. 6 Q Q OF THE ATTIC SPACE AND ATTACHED WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 7 8 J TO THE RAFTERS WITH 4-81)NAILS O CL J THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END 0 Q CONTINUOUS FLASHING '"'J W EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE PAST JOIST HANGER GREATER THAN DECK JOIST AND O NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC CUT ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED LENGTH FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507,2 AND PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 12" Min see Schedule on DWG-1 POST TO HEADER CONNECTOR EXTERIOR OR tip of lag screw shall fully extend beyond BEARING WALL TIMBER TECH- I I TIMBER TECH- I I RAILING POST, OUTER THIRD "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER the inside face of the band joist. SIMPSON ABU POST OF SPAN ONLY 4"TREATED POST TO CONCRETE BRACKET CLEAR COMPOSITE DECKING COMPOSITE DECKING GALV.DECK HANGER SIDE COVER 2"MINIMUM NOTCH GREATER ATTACHED PER ATTACHED PER SIMPSON LUS26 @ 2X6 MANUF.SPECIFICATIO 1 1 MANUI=.SPECIFICATIO 1 1 THAN 50% 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 2-1/2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF S THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE METAL TIE FASTENED ACROSS AND ❑ I 1 1/2 DIA.f GALV BOLTS W/ 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE CONNECTOR SCREW TO THE PLATE AT EACH OF THE Use 1-11�4" Metal _ 2"MIN. ---LOCK WASHERS. WITH TABLE R507.2 ADHESIVE ANCHORS:HIGH-STRENGTH NOTCH WITH 8-10D NAILS EACH SIDE �W-- o N= EPDXY ANCHORING ADHESIVE FOR Coil Strap 20 Gage �t ;1/2"MIN, 2 X JOIST SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD-OR USE: Q �- ' �� ' 12" Min (5) 8d common nails o Z MAX. ; "0 2x RIM JOIST ATTACHED W1 ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON 2"MIN. (3)#10 X 3"WOOD SCREWS NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR TOP PLATES D3 MAX. in EACH END at N to AND TWO WITHIN 24"OF EACH END OF DECK ~ ❑ Q Z-) PIPE 2"MIN. 6 MAX. EACH SitUd. 2-1/2"DI R507,6,2 SIMPSON H2.5AT EA.JOIST rr OR 14"DIA.CAST-IN-PLACE 8d @ 6 oc Along U _� W 3 . CONCRETE FOOTING,DOWN J THRU BOLTS BLOCKING FOOTINGS MUST TO VIRGIN SOIL D3 MAX. Braced Wall Panel U SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON '� W W/WASHERS OVER BEAM SIMPSON BC (MIN 36"BELOW GRADE) FIGURE R602.10.8 1 BETWEEN EACH POST GIRDER P: ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTINGS ( ) Ll" JOIST CONNECTOR NO LEE END OF( )LOCATIONS WITHIN 24" SOIL SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP AXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS PENTRATION TO CENTER OF TOP PLATE,STUD FIGURE R602.6.1 R502.8 NTS OR HEADER CONNECTION � PORCHES & DECKS NTS TOP PLATE FRAMING TO �( R507 EXTERIOR DECKS I� DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE 10 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS, 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS H e G-185ag 1-1/4"x 20 gage G-185 1-1/4" x 20 g 1-1/4" x 20 gage G-185 � Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap SEE TABLE Hot Dipped Galvanized Strap N 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails 5 DECK STAIR with O8d common nails 507.9.1.3(2) _ FASTENERS at each stud at each stud E•"I per-, TOP PLATES TOP PLATES N IN 2 Rows Strap may be attached OVER Strap may be attached OVER at each stud the plywood OR directly to Strap may be attached OVER @ @ �O TO 5,5"MIN FOR 2X8* Studs. the plywood OR directly to the I y ~j w 6.5"MIN FOR 2X10 plywood OR direct) to STUD BORED HOLE MAX. STUD 51,MAX 7.5"MIN FOR 2X12 StUCIS. Studs. GRADE <C ,,; �, cI BORED HOLE MAX. DIAMETER 60% OO OO O t'O (V rap strap under sill �I F—I 0 kn DIAMETER 40% (PERCENT)OF STUD r ^ 4 M (PERCENT)OF o DEPTH o and attach to sill plates c BLOCK SOLID M �P 3-16d 16 oc Along d w � l '� 04 r o STUD DEPTH I I ° rr"; @ g BETWEEN JOISTS 2"MINL C • CV Z V 45 bA .� 5/8"MIN. 5/8"MIN. 518"MIN /8"MIN. LAG SCREW OR THRU-BOLT " 'v'+ - Braced Wall Panel - a �- '" TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN _ _ • CV 0 16 .�. NOTCH MUST NOT I NOTCH MUST NOT I I Illlll Illi I ° °°• 04 ° ' cc3 _ = FIGURE R602.10.8(1) � ; . ' S EXCEED 25% o EXCEED 40% o "=�1 • a e— 4* �[�w� O � M (PERCENT)OF (PERCENT)OF o 4 I • °�• \"��' ` -Icy, STUD DEPTH STUD DEPTH Cif, 10"x LENGTH: IF HOLE IS BETWEEN BORED HOLES SHhLL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CAST-IN-PLACE TI tEt ��► U 40%(PERCENT)AND NOT BE LOCATED IV STRAPPING BORED HOLES SHALL THE SAME CROSS PER FIGURE R507.9.1.3 (1) r� UNDER BOTT ISE 60%(PERCENT)OF NOT BE LOCATED IN SECTIDNOFTHECUTOV _ _ Wrap strap under sill STUD DEPTH THEN OR NOTCH IN STUD * „ Applies to Garage Wall and r;�, �' I < ' THE SAME CROSS STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5 III=III and attach to sill plates TYPICAL STAIR FOOTING D TA L SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction ;II_I- , OR NOTCH IN STUD SUCCESSIVE STUDS • ` 1-1/4" METAL SPACING IS REDUCED TO THAT OF 0 VD AARE DOUBLED ND SO BORED LAG SCREWS TO ATTACH 2X8 EDGERS Illull '. '' STRAPPING '�7F TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12 ON STUD OR AT EACH JOIST WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602,6(1) FIGURE R602.6(2)NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD FLOOR FRAMING STRAPPING 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST I i Fireplace enclosure Thin profile structural g insulated to top heathin R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the glued together MANUFACTURED LIGHT ENCLOSURE ceilingline p Full Thick Insulation wayfor access thin profile structural g 9 see plan w/ ATTIC INSULATION Exterior Fill entire Cavity to CONTINUOUS BEAD Y sheathing as draftstop and lay on plyw d Batt Insul CEIING FRAMING Seal joint with OF SEALANT Sheathing eala subfloor Insulation dams behind tub 'rub attic hatch - R-vat support Non-combustable sealant Base late prevent loose-fill insulation from `-�� Typical a ual to the Ceilin Double Frame Attic blocking Z exterior q g SUBFLOOR GLUED,CAULKED Sealed to'-- Air Se I Continuous insulatio re uirem n access opening Sealant or r� OR GASKETED TO RIM wa'l /4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through _ of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access solid blocking --� adhesiveAll SILL PLATE at perimeter and seams. or rigid insulation .-.� OVER 1" min Rigid g Weatherstripping Seal stairs Sealant Pre-Fab Fireplace sealed around Panel LtJ Adhesiu Ca sin EXPANDING FOAM SEALANT g/� 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT a Insulation. Air Refer to manufacturers SEALANT four edges `Pull-down frame gap 1 x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish wl soffit material staircase attic hatch or foam (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation &framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL a(� PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL (d PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ATTIC HATCH DETAIL TO BAND JOISTS This detail is for weatherstripping and draft sealing, Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. NTS 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation R-50 Attic Stair Cover ENERGY NOTES Eave baffle installed1- 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. ,, 9 P g Y j adacent to soffit and eave 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M 1601.4.1. "' - vents. Baffle shall extend over ".� g "r r� " " W Table R402.4.1.1 Air barrier and insulation installation. The authorityhaving jurisdiction shall be permitted to determine an approval by a third parley{HERS Rater using the Manual J , S & D submitted at CO. ��.� ""�� -� ''"ry • k , , --�•' "` - g 1 P the top of the attic insulation energy efficiency program to exceed the energy efficiency required by this code. 9b. R403.3.3: (Mandatory)Duct testing-Ducts shall be pressure tested to determine as per chapter 11 TYR ROOF CONST. TABLE R402.4.1.1 All HVAC, Plumbing& Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party{HERS Rater)using the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION manual "J" & Manuals "S"&"D"submitted at CO. 2 X CJ W/ INSULATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. Q w COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa � � 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS F '` ` " 1 1 M General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material, he furnace is Soffit see OR HERS RATER and posted on a wall in the space where t f rn located requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs a " ! V J Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. •a i o continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT y I: a r O Q o 11. (R403.3.5) Building Cavities (Mandatory) ¢' Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall t W 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 P i o sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs ± ; ,- O W Z 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) _ u �� O Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The Heated water circulation systems shall be in accordance with Section N1103.5.1.1. ' installation density of the insulation shall be at the manufacturers'product 5. Installation-the components of the building thermal envelope shall be installed in Y i L.1� (- accordance with the criteria listed in table 402.4.1.2 or required b code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. recommendation and said density shall be maintained for all volume of q Y ` . • rr n rr rr "ID". Automatic controls, temperature sensors and pumps shall be accessible. each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual J , S & P h �• 1;J { ;; uj maintain an even density for the entire cavity.Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth.Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation(Mandatory) RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of F Q exists,the batt product will be cut to fit the remaining depth of the = E N Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE ° o �y cavity.Where the Batt is cut around obstructions,loose fill insulation g Y PP g exhausts shall have automatic or gravity dampers that close when the ventilations stem o, a ° E shall be laced to fill.an surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the 9 Y P Y p Y is not operating. = L L N y�o 0 test results shall be signed by the party conducting the test. P 9 w'- '" E manufacturers'specified density.Where faced Batt is used the o= o•_ ° = 8 Y T installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM .,... o == z a p N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy .� �" - 8 8 °, o no compression to the batt at the edges of the cavity due to inset Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements INSULATION, R VALUE I N r.,;:- :•-;.-.� �'" o o 0 8 o stapling installation tabs. 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside P Y q 2.2•o o�, ° y 8 a x p g ACCORDANCE WITH c a ,� �_ „ Y combustion air. Facto built fireplaces shall be listed and labeled of Table N1103.6.1. Exception:Where an air handler that is integral to tested and listed HVAC Rigid Foam or .-r Factory P 9 C.:, ( c = y Z . 8.Z g o Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation,the air handler shall be Wood Blocking HERS REPORT C� , •- `,/' G° t'� 3 0 m shall be installed fillip the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam t ! o 6 8 8° a g ty TYR ROOF CONST. � ° a� °' � � y density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory)programmable thermostats shall be �'� I CO, �' 14. N1103.7 R403.7 Equipment Is ` - f° provided for each separate heating and cooling system.Temporarily operate ( ) sizing and efficiency rating (Mandatory) off s o = Q Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with Roof underlayment 2 X CJ W/ INSULATION o =w•° ° r- 91 1 a E ceiling/soffit shall be aligned with the air barrier. Y ACCA Manual S based on buildup loads calculated in accordance with ACCA sealed to drip edg �' r __ � - _ _� _� °y ca = _ y shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS _ ,F a ro 2 z �, H _ c insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. I N ° - a m s sealed. OR HERS RATER c anrn i n l,wR.�>=,an<I��nT ( ` t c n E 6 w „ ° 8.- 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value New or replacement heating and cooling equipment shall have an efficiency ! ; �: 8 N M a- iL- (5 C a..=_o a Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see SEALANT `` I shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Trap=_.4ersu le nts i p n a,c ar L I rn Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall cl«3c,•?in;;,m vw*s ana vt johns on V plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. z_ top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall �`� t 11` a J J sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2)�`�� installed in substantial contact and continuous alignment with the air 4� Q Q barrier. Windows, skylights The space between window/doorjambs MANUAL DESIGN CRITERIA TABLE R301.2 1 W and doors and framing arid skylights and framing � � OPTIONAL- RAFTER SEALING AT ATTIC EAVE W WITH SPRAY FOAM INSULATION lrl� 0 shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Q Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framingand extend from the bottom to the to of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW p HEATING COOLING BULB OPENING LIMITING perimeter floor framing members. TDEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be 9 15 7.5 71.5 M 30% 45 55% shall be covered with a Class I,black permanently attached to the crawlspace walls. Lu FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) F- vapor retarder with overlapping joints N O taped. o Z Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) WINDOW tom: Cl) shafts opening to exterior or INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa,b = � unconditioned space shall be sealed. LOCAL EXHAUST RATES TABLE M1505.4, W 24 4"SPHERE CANNOT APPROVED WINDOW Q W Q RUN-TIME PERCENTAGE IN EACH 4-HOUR o 0 0 0 0 0 (36"IN IBC UNITS) FALL PREVENTION AREATO BE EXHAUSTED EXHAUST RATES SEGMENT 25/0 33/0 50/0 66/0 75/0 100/o PASS THROUGH DEVICE CONFORM TO Narrow cavities Batts in narrow cavities shall be cut to fit and installed to ASTM F 2090 FINISHED FLOOR HEIGHT HEIGHT ABOVE U) the correct densitywithout an voids or gaps or KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a FINISHED FLOOR Y g P Factor 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHTABOVE compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. a. For ventilation system run time values,between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. FLOOR AND GREATER THAN S ABOVE THE FINISHED g p g p g g GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE b. Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal MCI envelope shall be sealed to the drywall., envelope shall be air tight and IC rated. TABLE M 1505.4.3(1) 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW �I A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH � wiring plumbing in exterior walls.There shall be no voids or REQUIREMENTS 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090.THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO 3 °1 installation readily conforms to available space shall NUMBER OF BEDROOMS ENERGY COMPLIANCE STATEMENT: s extend behind piping and wiring. DWELLING UNIT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE FLOOR AREA 0-1 2-3 4-5 6-7 >7 JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 U r a Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall he FM �, v exterior wall showers and tubs shall separate them from the showers and insulated. (square feet) COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N .S.E.C.C. Z tubs. Airflow in CFM N1101.14 (R401.3) Certificate (Mandatory) Electrical/phone The air barrier shall be installed behind electrical or < 1,500 30 45 60 75 90 M box on exterior wall communication boxes or air sealed boxes stall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall 1 501 -3,000 45 60 75 90 105 in the space where the furnace is located, a utility room or an approved location inside the building. U o ' HVAC register HVAC register boots that penetrate building thermal Where located on an electrical panel, the not b of the circuit x N v boots envelope shall be sealed to the subfloor or drywall. ( Caulk and seal p e certificate s cover or obstruct the visibility 3,001 -4,500 60 75 90 105 120 rough opening directory label, service disconnect label or other required labels. The certificate shall indicate the Concealed When required to be sealed,concealed fire sprinklers shall i py predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components ED 111.11e., sprinklers only be sealed in a manner that is recommended by the F� 4,501 -6,000 75 90 105 120 135 manufacturer. Caulking or other adhesive sealants shall not , ,_ �`� such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; be used to fill voids between fire sprinkler cover plates and - U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results 6,001 -7,500 90 105 120 135 150 walls or ceilings. <N �► g -� from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. >7,500 105 120 135 150 165 j __ Where there is more than one value for each component, the certificate shall indicate the value covering the largest area. The certificate shall indicate the types and efficiencies of heating w� a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. For SI: 1 square foot=0.0929 m2, 1 cubic foot per minute=0.0004719 m3/s. g g yp g' ' cooling and service water heating equipment. Where a gas-fired unvented room heater, ��,. Rigid insulation Weather-strip door electric furnace, or baseboard electric heater is installed in the residence, the certificate shall Min um R 5 threshold Wall Access panel furnace" or "baseboard edi opening and indicate "gas-fired unvented room heater" "electric electric heater'" , �� V Weatherstripping and insulation as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, Detail electric furnaces and electric baseboard heaters. I i i C� BARS.GRILLES,COVERS R310.4 R302,13 Fire protection of floors. BARS,GRILLES,GRATES OR SIMILAR Floor assemblies that are not required elsewhere in this code to DEVICES ARE PERMITTED TO BE PLACED be fire-resistance rated,shall be provided with a OVER EMERGENCY ESCAPE AND RESCUE '/-inch gypsum wallboard membrane, J OPENINGS PROVIDED AS FOLLOWS:NET 1st FL. METAL STRAPPING TYP EXT.WALL %-inch wood structural panel membrane, CLEAR OPENING SIZE COMPLYING ! REFER TO or equivalent on the underside of the floor framing member. WITH R310.1.1 TO R310.2.3 AND SHALL TOP OF FDN. DWG-2 FOR TYP EXT.WALL BE RELEASABLE OR REMOVABLE — — - — - — DETAILS Penetrations or openings for ducts,vents,electrical outlets, FROM THE INSIDE WITHOUT THE USE lighting,devices,luminaires,wires,speakers,drainage, OF A KEY,TOOL,SPECIAL KNOWLEDGE TYP.FLOOR CONST, piping and similar openings or penetrations shall be permitted. Q OR FORCE GREATER THAN THAT REQUIRED FOR THE NORMAL OPERATION OF THE #4 REBAR 12"FROM TOP Exceptions: ESCAPE AND RESCUE OPENING. SILL PLATE w 2x6 P.T.SILL PLATE W/MIN, 1. Floor assemblies located directly over a space protected an #4 REBAR NEAR THE (2) automatic sprinkler system in accordance with Section P2904, o THIRD POINTS Z ¢ TYPICAL ANCHOR BOLT -R403.1.6 TYPICAL ANCHOR BOLT -R403.1.6 MAXIMUM SPACING: 1/2"@ 72"O.C. NFPA 13D,or other approved equivalent sprinkler system. °•E TYP.EGRESS WINDOW MAXIMUM SPACING:1/2"@ 72"O.C. EMBEDMENT OF 7"WITH NUT&WASHER. 'a, 2. Floor assemblies located direct) over a crawls ace not Intended WINDOW WELL R310. 8"4000 PSI EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. ~ :a 2 BOLTS PER PLATE AND HOLD AT LEAST for storage or fuel-fired appliances. p O CAST-IN-PLACE 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT-12"MAX AND 3-1/2"MIN OFFENDS OF PLATES. 3. Portions of floor assemblies HORIZONTAL AREA SHALL BE b ' #4 REBAR NEAR THE ONE BOLT-12"MAX AND 3-112"MIN OFF MIN 9'-0"SO FT.WITH A CONCRETE WINDOW , WELL THIRD POINTS ENDS OF PLATES. a' SHIELD&SILL SEALER TYP. HORIZONTAL DIMENSIDN '•' ' .` shall be permitted to be unprotected where complying with the following: ' 3.1.The aggregate area of the unprotected portions does not exceed V J OF MIN 3'-0"TO ALLOW FOR a' I TYP.CONIC.FOUNDATION TYP.CONIC.FOUNDATION' 80 square feet per story EMERGENCY ESCAPE AND a � TOP OF FTG 3.2. Fireblocking in accordance with Section R302.11.1 is installed along O RESCUE. LADDER SHALL BE °.d — _ _ - — - the perimeter of the unprotected portion to separate the unprotected 1 1 1 PREMITTED TO ENCROACH 6 g W D. a co 2#4 RE BARS CONT. portion from the remainder of the floor assembly. NOT MORE THAN 6'INTO d. " ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL 4.Wood floor assemblies usingdimension lumber or structural composite REQUIRED WINDOW WELL , TYP.BASEMENT SLAB " SCALE: 1/2"= 1'-0" p DEPTH. <' lumber equal to or greater than 2-inch b 10-inch nominal dimension, TYP. FDN REBAR SECTION SCALE. 1/2 - 1-0 q g y or other approved floor assemblies demonstrating equivalent fire performance. LADDER&STEPS R310.2.3.1 — —' SCALE: 1/4"= 1'-0" WINDOW WELLS WITH AVERTICAL ry DEPTH GREATER THAN 44 INCHES C� V, 4 SHALL BE EQUIPPED WITH PERMANENTLY v/ O N AFFIXED LADDER OR STEPS USABLE CONCRETE EGRESS WINDOW WELL 70-9 W 7 "' WITH THE WINDOW IN THE FULL OPEN SCALE: 1/4" = V-0" z O POSITION. RUNGS SHALL HAVE AN — M INSIDE WIDTH OF AT LEAST 12 INCHES 2'-9" 44I'-51/2" 28'-6y," O' SHALL PROJECT AT LEAST 3 INCHES R310.2.3,2 Drainage O z 00 FROM THE WALL AND SHALL BE SPACED Window wells shall be designed for proper drainage by connecting NOT MORE THAN 118 INCHES ON-CENTER to the building's foundation drainage system required by Section R405.1 " , „ 0, 2 T11- TYPICAL DECK FOOTING 17-10 5'-8/s VERTICALLY FOR THE FULL HEIGHT OF or by an approved alternative method. 14"ROUND CONCRETE POURED O THE WINDOW WELL, Exception:A drainage system for window wells is not required where 2 x 6 DECK JOISTS @ 16"oc W Z O the foundation is on well-drained soil or sand-gravel mixture soils in 2-2 x 6 P.T.GIRDER PIER FOOTINGS TO VIRGIN SOIL, accordance with the United Soil Classification System,Group I Soils, 4"TREATED POST ANCHOR C) r -SEE DETAILS ON DWG 2 ry , as detailed in Table R405.1. DECK LATERAL HOLDOWNS FOR STRAPPING AND OUTSIDE BASEMENT ENTRANCE r Vn U SIMPSON DT72Z w/(8) UPLIFT CONNECTIONS. 114"X 1-1/2"SDS 8"CONCRETE WALL ON MIN 16"X 8" 1n WITHIN 24"OF EACH END FOOTING WITH 4"CONCRETE LANDING& SEE DETAILS ON DWG-2 ,'-�� ,'-`� 4"DRAIN TO DRYWELL,CONCRETE STAIR 1` E3.n= — 6=.'''=--rip 17'-0" MEETING R311.7-STAIRWAYS. y 14'_2" `I-' 7'-0" ; ; `-I' HANDRAIL PER R311.7.8, 34"-38"ABOVE N c ■ NOSING. 36"HIGH GUARD RAIL ON m'y 2X8 DECKLE ; ; M 36X36 SLIDER TOP OF CONCRETE WALL, m° o'o 12 SEE DET. ON DWG 2� ------ ----------------------------------------------------------------- (2) #4 REBARS ABOVE DOOR OPENING. wE �� yv ow----------------------------- ----- o ° c f° c 11 ' •----- -------------------------------------- --------- ---- ------------------------------------------------------- - - - I e r e c t a ° m c m m ' I °Q . y _ o a� o0 o o� o i ' -- - -- •- ------------------------------------------------- c �� y- LIGHT 2 2"BELOW ABOVE i c a y >A (5° `o 30"PIER I , , a� o.o o G ° 1 I DOOR 1 --_--_-- Iu!_n � c o m - o C 3 ' GRADE W , -- -- ---- -- ---- -- -- -- ---- �L�•° 3 s c'c 3 a: 2'-9„ 1 1 D' •--- -- �, o a°i o o o.0 ' U F-m U I R5 WS/INSULm $ a ° ' 1 O of z W O I ,� ._ _op ' 1 OW= ' , - F.D. w m c c 2o. 15 i------ o U- m ? ( ' in ID O oc�� mcSai°c 3 I I �¢-n LL , SMOKE L•- a c L- E o n I 1 "vi Z¢Z Lu w -I ALARM O ' I S 2'Z c m E L vi v U c ' 0 00 W o ' `--- o-- -- -- - -- -- -- -- -- --- -- ----------- '?--------" m y y._ 4 w c m = m o 1 •----r--' -o -m -� c , i al c aE m mm a $Y 12 2 U_ O O'c = .0 C •---_-----__-' ' ( " °o U?LU c 0 , ALARM co o w m o- P m E E.9 o cL ' n — W CO LU �� u� TYPICAL INT.FOOTING/COL EO O}m U) �` X ifl •----------------------------------------------------------------" , 'U) 30"X 30"X 12"THICK CAST-IN-PLACE n a(D w V UNFIN. BASEMENT ;° to ' 1 • d'NJ---. I O ' >W CONCRETE FOOTING W/3-#4 REBARS w C'4 O ' �O` -� " r m .4' CAST-IN-PLACE CONCRETE ' ' 10" ' ,�`� EACH WAY&4 O.D. o Z o i^y N , o LL W¢ SLAB INSTALLED IN Io , LO I ,of H 'O DIAMETER STEEL COLUMN. Lr m o U' W ACCORDANCE WITH CODE "' v, 4/i O= O .-- :� M ;O w I o SECTION R506 I 3'-0" tftS ILL o'7 0✓w O ' 1 = 1 U) I 1 I U) 9'-8" 9'-8" 9'8" V-71/x" 71- Yz' ' 22'-4" I1 1 1 01 N -__, ' ' ; (3)1-3/4"xl 1-7/8"LVL Ln (3)1-3/4"x11-7/8"LVL I ' _ ' UNEXCAVATED ----- ' --- -------- __ ____J__ L--------------------J--- ---L•------ ----------J--- ---L---------------- -J-- -L- 00 .1--- ------- -- --- ' ----- ' ------------}----- ' -�-- ----- ---------- ' --�-- ' ----------------i- ' - ---- -- ---- TYPICAL GARAGE SLAB I -�- -�- -�-- -�- -�- - -�--- - -��"- 4" CAST-IN-PLACE SLAB I , M , i 1 1 I UR 16R iteamocket(typ) •-------• --------• i ,1 W/6X6W4.OXW4.OWWM, " I `-----" -" 1 PITCH SLAB-1/4"FT TO_____ , 1 1 1 1CD shim are d . PLUMBING NOTE: __ __, i 1 Q ZN , 2X4 FRAME AROUND GARAGE DOORS �, I I N ROM FLOOR --------- ALL PLUMBING SYSTEMS SHALL BE 1 ; I iri F-p U U TO CEIILING�TREATED SHOE INSTALLED IN ACCORDANCE WITH ' 1 U X Z Lu I O O PLATE AND GYP.WALL BO PART VII-PLUMBING \ '-- --- , O Z O� 1 +- r ATTACH RAILINGS.HANDRAILS ' I , O O W=fn 'y INSIDE FACE OF WALL MIN. In r , 1 (n r U,-O = 34"-38"ABOVE NOSING. U. , 1 ELECTRICAL NOTE: EXTERIOR PATIO SLAB c~n 0 BE w J I y y J ' I ' O w w R302,7 UNDER-STAIR PROTECTION 6"4000 PSI CAST-IN-PLACE SLAB ' ' w Z Q Z= tl , ENCLOSED SPACE UNDER STAIRS THAT 1 Q ALL ELECTRICAL EQUIPMENT ' N O O w I- ° IS ACCESSED BY A DOOR OR ACCESS W W/6X6 w1.41w1.4 WELDED WIRE MESH I ' o m g U_ -� ih PANEL SHALL HAVE WALLS,UNDER-STAIR r:• ' AND WIRING SHALL BE INSTALLED I ' O LU W O I ° ° 48"X 84"LANDING ' , ' ' F— IN ACCORDANCE WITH PART VIII-ELECTIRCAL ON GRANULAR COMPACTED FILL. , O o ih o SURFACE AND ANY SOFFITS PROTECTED r PITCH SLAB AWAY TO DRAIN I ' —� ' O W U co W ap u E L ON THE ENCLOSED SIDE WITH X N OF THE NYS CODE. A MINIMUM OF 75%PF M I N I c L� }m ,; c 1/2-INCH GYPSUM BOARD. °y 7'4' O Z PERMANENTLY INSTALLED FIXTURES C? I N MUST HAVE HIGH-EFFICACY LAMPS, o ' ' ^ w Q o W x I - ' ' m z v c o v , DROP TOP OF CONCRETE ti Q c LL ¢ ''? ' cc � ,__ ' 1 AS REQUIRED FOR , , W MECHANICAL NOTE: ' ' ( fo m m O w T I 1 ' GARAGE DOOR,SEE PLAN ' ' U Cl) LLl ' ' N 0 z= ' FOR GARAGE DOOR SIZE ¢ W Q THE MECHANICAL SYSTEMS SHALL •----L--� M�wp , ' " __ ,-' -------------------------------------------------------------' U -- o-------- �- BE INSTALLED I ACCORDANCE WITH , , M a U , , PART V&VI OF THE RC OF NYS. ' `D ' fn ALL MECHANICAL SIZING PER ACCA :-__--_- I i i MANUAL"S"BASED ON LOADS _ _____ ___ ____ CALCULATED PER ACCA MANUAL"J" 2'-9" ; ; - VENTING OF EQUIPMENT GAS ' o -._ (2)ANCHOR BOLTS DUCT COMPLIANCE WITH MANUAL"D" ' o 1 1 � °•— � INSTALL IN COMPLIANCE NAVIN R303.4 MECHANICAL VENTILATION. iqr� cn ------------„-- ---- ' W/PART V MECHANICAL BOILER ' ' CO ( ) • o 1 1 2 ANCHOR BOLTS IN EACH PORTAL WALL IN EACH PORTAL WALL SECTION-SEE ~ DWELLING UNIT SHALL BE PROVIDED ' ' a --- ' 3"SLAB LEDGE --- � ---------------------------- i SECTION-SEE DETAIL 3 ON PG 2 WITH ----- ---------------------- OLE HOUSE MECHANICAL - - 1 iV VENTILATION IN ACCORDANCE WITH i 9 i ; DETAIL 3 ON PG 2 T SECTION M1507.3 I _ __:_- MAINTAIN REQUIRED SEPARATION °---------------- - EXTERIOR PATIO SLAB DISTANCE FROM ALL HEAT 6"4000 PSI CAST-IN-PLACE SLAB PRODUCING EQUIPMENT T COMBUSTIBLE MATERIAL Ac PER [�] --- -------------------------- --- W/6X6w1.4/w1.4 WELDED WIRE MESH MANUFACTURER'S SPECIFICATIONS ON GRANULAR COMPACTED FILL, AND LATEST MECHANICAL CODE. o PITCH SLAB AWAY TO DRAIN ` p., ... v '>-4ol O rR 10" -z",0" [-•I H �o 14'-0" V-6" 11'-0" 6'-6" M V 01 WM M O 2'-9" 37'-0" 7-424'0" F� x O rR O Ct r-r a 70'-9" �FJ �� s A 9'-0"FDN WALL HT TYPICAL ANCHOR BOLT -R403,1.6 BMAXIMUM SPACING: 12"@ 72'O.C.EMBEDMENT OF 7 9 FOUNDATION PLAN NUT&3"SQ WASHER/ P 2 BOLT PER PLATE AND HOLD" TI EAST ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES, SCALE: 1/4" = 1'-0" 1. Walls 24 inches total length or shorter connecting offset braced wall AREA SCHEDULE FIRE BLOCKING SHALL BE INSTALLED panels shall be anchored to the foundation with not fewer than one anchor bolt v IN ACCORDANCE WITH R302.11 located in the center third of the plate section and shall be attached to adjacent NAME AREA THRU R302.11.2 AND DRAFTSTOPPING braced wall panels at corners as shown In Item 9 of Table R602.3(1). (Fastening Schedule) Q1',- IP COVERED ENTRY AREA 51.9 sq ft. PER R302.12 THRU R302.12.1 2. Connection of wails 12 inches total length or shorter connecting FINISHED VESTIBULE AREA 119.7 sq ft. offset braced wall panels to the foundation without anchor bolts shall be permitted. The wall shall be attached to adjacent braced wall panels at corners as shown in UNFINISHED BASEMENT AREA 1241.7 sq ft, Item 9 of Table R602.3(1). (Fastening Schedule) I I i CD Z J W 1 1 1 1 ct1 0 1 1 1 1 � 44'-5Y�" 23'-6Yz" 0w >- W Z 1 T-6" 10'-2" ., 1 1 WOOD LANDING ; r'- U,&STAIRS& + CV ' RAILINGS AS ; W 0 M ---------------; ---- PER CODE / ,,,� 7 --------------- --- V, L d 1 1 0 Z O ' FRAMER TO VERIFY CENTERLINE OF WINDOW OVER KITCHEN SINK WITH ; Q O KITCHEN LAYOUT PLAN PROVIDED r ; BY BUILDER. ; Lim L.i.l ih 1 1 O W Z TW3046-2 72X96 SL GL ; WPW41046 � � O 1 rryi --- , ^ E— (3)1-3/4"x 9-1/2"LVL (3)1-3/4"x 9-1/2"4VL 11'-0" �' 9'-5'/�" i I�.*-}�- ; � V � Pre-Fab/ Factory Built Fireplaces " 3'/z" '/" tlJ 1 1 O In accordance with chapter , 31'4/2" PANTRY N 10, factory-built fireplace inserts shall z'-s" " y be UL listed and labeled and shall be srs KITCHEN " o o �.y installed in accordance with the DEN ;ED s'o"CLG HT 2 6" m a+ m� `o o.E L BREAKFAST _Y E °'" conditions of the listing. Factory-Built s'-o"CLG HT NOOK o= �' ° o � . - L ,q W� O.+ fireplaces shall be tested in accordance N s'•o"CLG HT „ °�' CL r ' o 0 0 .0 2'-2' U 4'-0" 2-8 z c r V 0 0) � ` �_�, o with UL 127. Hearths shall be installed in 3, , LLOS o o o NsO 1 N O._ QU Uaccordance with the listing of the UL LISTED GAS 0 a a) °'0 0 �- i o iio � cci�n2co c'o•� a.ao.Pc3Fireplace & in accordance with NYS code PRE-FAB FIREPLACE � , v , w N s 3 L c'coGLASS DOORS& +O a ' o c o 0 C.U m a+a for Hearths & Hearth extension. HEARTH EXTENSION i o al N c 1 m �{' All Fireplace shall be equipped with an o 0 s a E AS PER RESIDENTAIL 1 SULATED SOLID CORE m m.�•- c '�. - CODE-CHAPTER 10 +o ' °o STEEL DOOR,OR o i N c exterior air supply. Exterior air ducts VENT TO EXTERIOR ' 20-MINUTE FIRE RATED DOOR. ' o c o io c E c shall be UL listed. Facto Built Chimneys ~ 3'/2" WS/INSUL EACH WEATHER STRIPPED ; N m E o N Factory Y 7'-0" shall be in accordance with chapter � W/SELF CLOSING DEVICE. y a N C' d) o ' I I T L O B'O 7 t c U .� N r� c in F- Uymo- 1- coEn._ oa. 10 Section R1005 Factory Built Chimneys. 1 1 1 MASONRY STOOP ' 22'-6'/" a0 'n O GARAGE 1 &STEPS TO GRADE LIN ; DWELLING GARAGE $ ; CL ." ; , SEPARATION IN L , 3 1-3/4"x11-7I8"'LVL FLUSH 3 1-314x11-7/8 LVL DROP ;> c° ACCORDANCE WITH ; NOTE:GLAZING HAZARDOUS LOCATION:R308.4 „ _ -- -)--------- ---------- (-L_______________-- -_-____ __ �� TABLER302.6 1 INCLUDING BUT LIMITED TO THE FOLLOWING: 1'6' 6 __ _____________ __________�------------- ___ __ __�__a�(2)1-3/4"x11-7/8"LVL FLUSH SEE DWG-1 FOR TABLE ' SAFETY GLAZING TEMP GLASS IS REQUIRED N . O ' 1 1 6x6 a, 'O 6x6 ' __ INSULATE WALLS ( ) N �' III 111 S ; POST a 0D POST R-21 BATT 1 AT GLAZING IN A BUILDING WALL ENCLOSING UP 16R DN 16R COMMON WITH LIVING t- Q 1 , , WRAP o �' WRAP INSULATION N BATHTUBS AND SHOWERS WHERE THE "1 -6Yz" "' '-0" co ; ; IN AZEK AREA. N BOTTOM EDGE OF THE GLAZING IS LESS (2)1-3/4"x11-7/8"+LVL FLUSH 1 1 IN AZEK THAN60INCHESABOVEASTANDING N __ _______ __L_____ ___J31 PROVIDE:HEAT SURFACE AND DRAIN INLET. FAN �13" /- FAN i i i - DETECTOR PER R314.2.1 ® 1 1 0 •--------------------------• •--------- -- WET SURFACES:R308.4.5 ® �_ $ 1 DROP TOP OF 3'-6" 9'.0 ' '� o ' GARAGE 4" WALLS GLAZING IN WALLS,ENCLOSURES CONTAINING 2.-6" , ,� U_ 0„ , WHIRLPOOL,BATH TUBS,SHOWERS, " " . 1 , 1 1 � rsrre•er I 1 1 1 SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM LO � J ' c0 c _ ; I EDGE OF THE GLASS IS LESS THAN 60" 2 5'/'" "' Cl) U °' `' ' > ? `o MEASURED VERTICALLY ABOVE ANY STANDING OR O N FOYER ; I ; a �' `� OPEN ' 1 �� 48"x 84"LANDING WALKING SURFACE SHALL BE CLASSIFIED AS C? � r, � PER TABLE R308.3.1(1)AND R308,3.1(2) 00 q °9 ABOVE I 1 , I ' F- to o i I i't 22'-6Yi' T-6" 3'-6" i i 23--1" EXCEPTION:GLAZING THAT IS MORE THEN 60" a 1 5'/� 1 1 , ; 1 5y" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, I ''"' DINING ' FROM THE WATERS EDGE o " ' ' SAFETY GLAZING IS REQUIRED ADJACENT TO °° _ ' ROOM 3 1-3/4"x11 7/8"LVL ' 1 BEDROOM #4 � 1 , , T 3052 cc O t--(3)1-3/4"xl1-7/8"LVL y ' 9'-0"CLG HT 0 STAIRWAYS,LANDINGS, AND RAMPS WITHIN 9'-0"CLG HT C c Q 1 313 INCHES HORIZONTALLY OF WALKING SURFACE to POST 3-2x12 ; POST o0 108X96-4 PANEL-2 WINDOW 108X96-d PANEL-2 WINDOW W OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM `' HDR AT ; HDR AT . LO d ~ TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN �' c CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED N O i- CORNER CORNER EXPOSED SURFACE OF GLASS IS LESS THAN 4' PORTAL FRAME.SEE DET 3 PORTAL FRAME.SEE DET 3 O Z 60 INCHES ABOVE THE NOSE OF THE TREAD v' 13' 1" 9'-0�' + 13'-1" OR WALKING SURFACE. 5y, y" , ON DWG-2 AND ON DWG-2 AND N (3)1 3!4"x 9-1/2"LVL ' FIGURE R602.10.6.4 FIGURq R602.10.6.4 ►.: 0 Q (3)1 3/4"x 9-1/2"LVL ; U U) LLI R312.2 WINDOW FALL PROTECTION NOTE: COVERED PORCH s'-s° 1r-o" s'-s" > Q TW28510-3 o ' AREA;66 5Q FT ; ' o TW28510 3 , Q LtJ U) TOP OF THE WINDOW SILL SHALL N ' ' -MASONRY-_-____ 13-2x10______ �,BE A MINIMUM OF 24"ABOVE THE FINISHED N ----------------T__-------- NOTE: DROP GARAGE N FLOOR AND GREATER THAN 72"ABOVE THE x6 POST WALLS 4" BELOW TYPICAL FINISHED GRADE OR OTHER SURFACES WRAP IN BELOW ON THE EXTERIOR SIDE OF THE 1 AZEKTO BUILDING. SHALL COMPLY AS FOLLOWS: 8X8FFF.-y-�� 4'-s" " R312.2.2 WINDOW OPENING CONTROL DEVICES: T�1hh" WINDOW OPENING CONTROL DEVICE SHALL V COMPLY WITH ASTM F 2000.THE OPENING DEVICE AFTER OPERATION TO RELEASE THE xy DEVICE SHALL ALLOW THE WINDOW TO 7'-0° 7'-0' 4'-6" 4'-6" T-0" 7'-0" FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 14'-0" 9.4. ' 14'-0" 01pj a � 2'-9" 37'-0" T-0" 24'-0" EA 70'-9" 010 W U r? 0 0 00 1 AREA SCHEDULE "~ .S..,�" CD SMOKE DETECTOR . O �,x , V NAME AREA CARBON MONOXIDE DETECTOR WINDOWS, EXTERIOR FRENCH & SLIDING DRS r D Arl. ct FIRST FLOOR AREA 1506 s ft. CO REFER TO DWG-1 GENERAL NOTES -mot O M Plans indicates ANDERSEN series 400 Tilit Wash q O IN ACCORDANCE WITH SECTION 915 OF THE Model Numbers and shall be In accordance with R609 GARAGE AREA 518 sq ft. 2020 IFC,R314,R315 OF THE RESIDENTIAL To be designed &installed as per manufacturers 9'-1" PLATE HEIGHT SECOND FLOOR AREA 1415 sq ft. CODE OF NYS specification for 140 ultimate design wind speed 1ST FLOOR PLAN and Table 301.2(2), 301.2(3) COVERED ENTRY AREA 52 sq ft. [NY]915.3.3 Residential Buildings and Commercial Buildings Provide HP LOW-E4 glass; U = .30, SHGC = .30 SCALE: 1/4" = 1'-0" With an Attached Motor Vehicle Related Occupancy _ EGRESS: shall meet R 310 TOTAL GROSS FLOOR AREA: 3491 sq.ft. .ft. Carbon monoxide detection shall be Installed in a central or otherwise approved �190► O� WINDOW FALL PROTECTION: shall meet R312.2 ALLOWBLE SO FT 35R'�sq pp A � AREA CALCULATIONS: q J 'c location in each occupiable space in a commercial building and within 10 feet of �OF N Substitutions made upon meeting Code. '�I the entrance to sleeping areas and sleeping units in residential buildings See page one, general notes for additional LOTAREA =134Xi61 =21574 SQ.FT. and commercial buildings that: code requirements. UP TO 30,000 SF =3350 X 10%OF 1574SF =157 SQ.FT. TOTAL ALLOWABLE SF =3507 SQ.FT, 1. Have a communicating opening with an attached motor vehicle related occupancy, 2. Share one or more common walls with an attached motor vehicle related occupancy,or 3. Are located one story above or below a motor vehicle related occupancy. i R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed V draft openings (both vertical and horizontal) and to form an effective fire barrier NOTE:GLAZING HAZARDOUS LOCATION: NG' z between stories, and between a top story and the roof space. Fireblocking shall INCLUDING BUT LIMITED TO THE FOLLOWING; _ be provided in wood-frame construction in the following locations. SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCLOSING 1. In concealed spaces of stud walls and partitions, including furred spaces and BATHTUBS AND SHOWERS WHERE THE parallel rows of studs or staggered studs;as follows: BOTTOM EDGE OF THE GLAZING IS LESS THAN THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. 1.1.Vertically at the ceiling and floor levels. WET SURFACES:R308.4.5 1.2. Horizontals at intervals not exceeding 10 feet. GLAZING IN WALLS,ENCLOSURES CONTAINING Q Y 9 WHIRLPOOL,BATH TUBS,SHOWERS, SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM 2.At all interconnections between concealed vertical and horizontal EDGE OF THE GLASS IS LESS THAN 60" \ spaces such as occur at soffits, drop ceilings and cove ceilings. MEASURED VERTICALLY ABOVE ANY STANDING OR T WALKING SURFACE SHALL BE CLASSIFIED AS 3. In concealed spaces between stair stringers at the top and bottom of the run. PER TABLE R308.3.1(1)AND R308.3.1(2) O Enclosed spaces under stairs shall comply with Section R302.7 EXCEPTION:GLAZING THAT IS MORE THEN 601, MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, 4.At openings around vents, pipes, ducts, cables and wires at ceiling and FROM THE WATERS EDGE floor level, with an approved material to resist the free passage of flame and products of combustion. SAFETY GLAZING IS REQUIRED ADJACENT TO �+ STAIRWAYS,LANDINGS, AND RAMPS WITHIN O 36 INCHES HORIZONTALLY OF WALKING SURFACE W 5. For the Fireblocking of chimneys and fireplaces, see Section R1003.19 OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN W 6. Fireblocking of cornices of a two-family dwelling is required at the line of EXPOSED SURFACE OF GLASS IS LESS THAN dwelling unit separation, 60 INCHES ABOVE THE NOSE OF THE TREAD OR WALKING SURFACE. 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral Q �..� wood or glass fiber installed securely in place or 1/2"gypsum board. ry O CV W 0 Z n 44'-5/2" 1 4? O Q Z CD 12'-1 Y�" 6'-11 1/2" 7'7" 11'-4" 6'-5'/z' O W VENT CLOTHES DRYER O W Z IN ACCORDANCE WITH O �( CHAPTER 15-CLOTHES �'1/ ry <( DRYERS EXHAUST. L ~ PROVIDE WATER-PROOF PAN WITH CURB&DRAIN ^ � v�I� (j — — — — — _ — _ — — — — — — — _ — _ _ _ — — _ /— — _ _ L.�. - - -- TW3046-2 TEMP GL TVN2436 TW3046 TEMP GL TW3052-2EGRESS -�- N 2 2>z10 3-2x10 I r- C 2 m y 6'-6" o - 6'-0 5'-6" 2'-0" 12'0" m�i !?' S E m 15Y, 3'/ 5Y� = 3'/" 3'/z % I r y ° a° m wt... :S E f0 y'O O I WALK-IN 4 I . .I., O—�Oj�.0'C O C O U C CLOSET Q 0 Cn ° - 0 ` OD N C U to , } „_-. 0 O O 8'-0"CLG ® c0 ~ 222oa c� o �, I iv FAN I 2o �icoy 0ai' (o �o I BATHROOM o BEDROOM #3 a ° I a N = EL ° co aD�y,0 3r t r-•E �'•g 0 3 a c 8'-0"CLG 0o m" a�!� U ° m n g a0i I c (0 8'-0"CLG C �� L — — — — — — — — — — — — — — — — — — — — — — — 0 " 0 r o � � SEAL&INSULATE � 1 o c $ n.° >3 w ATTIC STAIR PER BATHROOM m y " rA SECT 1102.2.4 iV to U)U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MW f0 E- t m M ) N ' SEE DIET ON DWG-3 8'-0"CLG w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I L La� c 9 N-a - 3 I •- U w "----- O~ N } U C D O L7' U O w O O 't 1 W O II A LL O LL' I Cl) r_.// I d O O�'O C E 2'- C N LLL {9 DDFAN II Pull II z g 2X4 PLATE ON SUBFLOOR �'� �_y E o w z g ® Down °`/ a i �. z'a 0 1 1 I I J .0 fA'O C C J O 1 11 Stair i t X O U U I .- J W N'-= .0 N f0 U L ° X U 0 1 '11 I 1 N O N i e (0. I 1'•' U W_l9 Cr cc E G C O O. CV X I 1 11 Ip T 6_6� N 6'-3Yz' 3'- o 5'-6" - 12'-0" 1 @(, o +� 1 p 3%" 9 3'/z" 5Yz"I En ~r) N �H 2'-6" 2'8" 2'-4" 1'6" 2'-8" I UNFINISHED LL O I -- - - - - O RDi 2ND FLOOR STORAGE ONLY J-j N /;' — - — — - — - — - — - $ CO (1))1_3/4'_x11_7/8_LVL RIDGE BOARD - -d� M - I ��J� I O 3/4"PLYWOOD SUBFLOOR N X o I 2'-6" — — — — - — — - — — - — I �50 N I N� I POST 1 POST 1 n M I TO TO " HALL -"RIDGE M I I D m Cl) RIDGE I Q DN 16R x 1 8-0"CLG 2'-8" _ _ - — - — - — c� I M (1)1-3/4"x 16"LVL RIDGE BOARD N o i --------- GUARDRAIL - - - - - - - - - '�-{ � I t N I I O I GUARDRAIL -_ - - 4'-1 — ¢ o I .�. 1 ----------- (2)1-3/4"x 9-1/4"LVL FLUSH I S ' I _ _-_-- z I - - I I Bearing 1 0> - ° I 1 I I I@ v~i I LU I / \ Wall `r° Bearing ____ (n Cn W o W 01 Wall w O~ I 1 NI I CO U)� I � ' I I I I '� zER g 1 R e ti I ' I OPEN L I • T I I .4o I o 0 I I BEL W "� 4 I 1 T-0" i 5'-on X 0 N X o I I o d zg b I x R, . 1 � I X RA S " I , I I " °° Y2x8 CEILING JOI TS 16"oc o W O N 3-2xl0 �° x U O y 2x8 CEILING JOISTS @ 16"oc �_ I 5'-0" C4 O I I 2x4 COLLAR TIE @ 16 oc I N N , I 2x4 COLLAR TIES @ 16"oc ( T- I 2 2x10 I I I I N z ' CO 13'-1" \ 9'Ol" 13'-1" TW3052 I I I \ R \ _ — — — TW30210 3 — — — — _ 5v� I 5'/�" 5'' EDROOM #2 y,"F — — — I -J==- M=-< �=_______ __ _ _ _ - - - - - = = = = = _ = 1 = LU w I BEDROOM #0 5 I 1 I U Cn 12 c I 110'-0"TRAY CLG HT 3-2x10 10i 0"TRAY CLG HT I I I L _ _ _ — — — — — — — — — — _ — — — — — — _ _ — J Q W Q I x — - - - - - - I - - - \' / \ \ _ TW2842-2 I i 2-2x10' I ♦ 2-2x10 I I � L — — _ _ TW3052-21 `EGRESS — L — _ — TW3052-21 —EGRESS H 7'-0" T-0" 4'-6" 4'-6" 7'-0" 7'-0" ^ rq 14'-0" 9'-@" 14'-0" 3'-6" T-11'/z" 11'-6'/2" 12'-0" 37'-10" 7'-5Yz" 23'-6'/�" 01 O ct 68'-0° 45 �,5 M � R312.2 WINDOW FALL PROTECTION NOTE: r O A 2ND FLOOR PLAN N II SCALE: 1/4 1 -0 E_. .�r ...:.,` Ix TOP OF THE WINDOW SILL SHALL 11 = 11 �+ 03 BE A MINIMUM OF 24 ABOVE THE FINISHED 9 9 FINISHED DND GREATER OTHER 2"ABOVE ES HE 8'-1" PLATE HEIGHT ®�� BELOW ON THE EXTERIOR SIDE OF THE [NY]915.3.3 Residential Buildings and Commercial Buildings O Smoke Detector — BUILDING. SHALL COMPLYAS FOLLOWS: With an Attached Motor Vehicle Related Occupancy Carbon Monoxide Detector AREA SCHEDULE Carbon monoxide detection shall be Installed in a central or otherwise approved CO Refer to DWG-1 General Notes NAME AREA R312.2.2 WINDOW OPENING CONTROL DEVICES: p' p g ' location in each occu sables ace In a commercial building and within 10 feet of WINDOW OPENING CONTROL DEVICE SHALL the entrance to sleeping areas and sleeping units in residential buildings In accordance with Section 915 of the SECOND FLOOR AREA 1418.0 sq ft. ; and commercial buildings that: 2020 IFC, R314, R315 of the Residential COMPLY WITH ASTM F 2000. THE OPENING code of NYS 0190�4� y0 DEVICE AFTER OPERATION TO RELEASE THE 1. Have a communicating opening with an attached motor vehicle related occupancy, DEVICE SHALL ALLOW THE WINDOW TO 2. Share one or more common walls with an attached motor vehicle related occupancy,or _ FULLY OPEN TO MEET THE CLEAR OPENING 3. Are located one story above or below a motor vehicle related occupancy. AS REQUIRE TO MEET EGRESS R310.2.1 I i TOP OF ROOF Z J J 12 W . 12 �8 8 12 Q 4 12 — Top of Plate O 12 IZ 12 n v OW >- r 0 � Wz ry o � Top of Subfloor Q r- W � N Top O of Plate O M (n Z V♦ co 0 < z _O O n :2 W0 = Z 0o W i ry LO WOOD STEPS AND LANDING n TO GRADE. HANDRAIL& fn GUARDRAIL AS REQUIRED BY CODE M Top of Subfloor y y C — _ — 7o�of Foundation o 0 o E B so"> oaom Y� w E r y yv o 0 �0-0. f°FC 'a— L oV m � c m O m C O C C N FINISHED GRADE c°� y cm ;0 7 w `o V�U�[ O Qa`otc 3 RIGHT ELEVATION mL N O 3 a =�3 Cn C 01 to L d«. y L N C SCALE: 1 /4" = V-0" =s o U m� .3 °.E O.� C 7 'a O O V O 'O w C m 0� C Q — E (D o ` V y 03 V f0 7 CD V to En C 4�7 G m O mco_Em Tc � oc�.L. E' - _ _ ofFooting � $ �m � F- coEn.Soc. � CONT.RIDGE VENT _ TOP OF ROOF CONT.RIDGE VENT ASPHALT SHINGLES 12 12 12 12 12 12 12 12 CONT.RIDGE VENT GUTTERS&LEADERS Ll ASPHALT SHINGLES AS REQUIRED TYPICAL Top of Plate 0 W O Z N tl1 N ti Q M Li I co = W W i V U) J GUTTERS&LEADERS co < w fU AS REQUIRED STANDING TYPICAL o SEAM -� Top of Subfloor METAL ROOF — - — - Top of Plate Lj CD rn . . U rn o Top of SubfloorME] I L U , E — - - To_ of Foundation Ell FINISHED GRADE r O CONCRETE STOOP AND GRADE TO RADE :� � TOFRONT ELEVATION o �� j SCALE: 1 /4" = V-0" °' tSlgT 0 901� Top of Footing F -N I I i — _ — _ — _ - - TOP OF ROOF V z CONT.RIDGE VENT 1 � 12 12 ' I 8� 8 ASPHALT SHINGLES 0 ry of Plate 0 r� U) O W I '00 � W �.. 0 ASPHALT SHINGLES _Lop of Subfloor Q N — _ — — _ Top of Plate W O M O Z ' co O �r z O Q` O O O W z ry n d- (D C6 M i Top of Subfloor m E N To of Foundation ° ° 2 SQ rn d, E' g 2 m [V Nt.� � E 7- L � ypOo U p�° U C G� C w FINISHED GRADE m e o s - o CONCRETE STOOP c� "� c' � m'�� ° CO O'� O N f6 O STRUCTURAL HANGERS ALL AND ST GRADEEPSTO c C= N -O 0 o JOISTS TO HDR. Am!_n � co mya oc3 HOR EMERGENCY o a) .0 y° POSTS TO HDR WITH ESCAPE �, g 8 g-6. -6 SIMPSON POST ANCHORS. AND RESCUE 4'-0" CO S ATTACH POSTS TO FOOTINGS LEFT ELEVATION WITH GALV POST ANCHORS. ° U L c REFER TO DETAILS ON DWG-2 SCALE: 1 /4 = 1 -0 ° o c c 11 1 11 c t= E � � o a 2 V•�y ` M O O V7 �� Z:c�^ Qyc� �mo m c aE m m� � 86 pofFooting FL- c°� y m a 15 m E n�o a CONT.RIDGE VENT TOP OF RO SPHALT SHINGLES CONT.RIDGE VENT GUTTERS&LEADERS AS REQUIRED PICAL _Top of Plate 7-777 Lij d' ~ N 0 O z ASPHALT SHINGLES =co W Q W U GUTTERS&LEADERS � � � AS REQUIRED TYPICAL M o Top of Subfloor M Top of Plate c M CD Top of Subfloor � E•.� � � _ToLof Foundation > M V pq U FINISHED GRADE WOOD STEPS AND LANDING TO GRADE. HANDRAIL& � ~'+�'+'••., raj R303.8 Exterior Stairway Illumination GUARDRAIL AS REQUIRED �� A$C Exterior stairways shall be provided with artificial light source BY CODE located at the top landing of a stairway.Exterior stairways WINDOW WELL o providing access to a basement from the outdoor grade TYPICAL �---f cm level shall be provided with an artificial light source located REAR ELEVATION at the bottom of the stairway, SCALE: 1 /4" = 1 1-011 Top of Footin ��r�O 190 10 �pQ` i Z J _I TYPICAL ROOF CONSTRUCTION W Class AAsphalt Roof Shingles w/ fasteners per manufacturers specification and R905 OF THE NYS CODE. Q Underlayment as per section R905.1.1 & installed per Table R905.1.1(1) R802.4.6 COLLAR TIES Ice & Water barrier as per section R905.1.2 n/ WHERE SHALL BE ED IN T D TO CON THIRD OF RAFTERS, (Note: Double underlayment is required O THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE for Roof slopes between 2 on 12 and 4 on 12) AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1). ONTINUOUS RIDGE VENT „ COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY INCHES NOMINAL, Framing As per plans with 1/2 exterior grade SPACED NOT MORE THAN 4 FEET ON CENTER. RIDGE BOARD s an rated structural I ood or OSB Sheathin , RIDGE STRAPS IN ACCORDANCE WITH p plywood g TABLE R602,3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. Nail to framing In accordance Fastener V R802.4.6 COLLAR TIES Schedules & Strapping per detail sheet(s). SHALL BE NAILED with 4-10d Flashing per R905.2.8 O W BOX NAILS IN ACCORDANCE � W WITH FASTENING SCHEDULE TYPICAL SOFFIT CONSTRUCTION. 12" overhangs-typical O. 12 6" fascia & 6" rake boards."azek" or equal CONTINUOUS RIDGE VENT 12 2x4 CT @ 48"oc RAFTER/CEILING JOIST HEEL s Metal drip edge per R905.2.8.5 �/'� IDGE BOARD JOINT CONNECTION s a "MIN OPEN CELL Vented Vinyl or Azek vented Soffits v J SHALL BE NAILED W 12 A35 @ EA.RAFTER TOGETHER IN ACCORDANCE R-30 SPRAY FOAM O O INSULATION r^ WITH TABLE R802.5.2 UNINHABITABLE ATTIC TYPICAL EXTERIOR WALL v J n M �p 4 (SEE DWG-1 FOR TABLE) AIR BARRIER INTALLED „ , WITH LIMITED STORAGE AGAINST UNDERSIDE 2x6 Doug-Fir Wood Studs @ 16 oc. O ,,, 12 WITH SIMPSON H2AAT EACH OF RAFTERS PER 07 RAFTER TO STUD. Double top Plate and Single Sole Plate. Q Z CD R402.4 1/2" exterior Grade - Span Rated 12 8"MIN OPEN CELL p W R-30 SPRAY FOAM G • INSULATION Top Plate _ - _ _ _ - _ Top of Plate Continuous Structural plywood Sheathing. O W z - - - - - - - Fastened per Fastener schedule. RAFTER/CEILING JOIST HEEL R-38C BATT R802.5.2.1 LAPPED JOIST tyvec House Wrap or equal.1 / ) Siding as per clients selection L �Q-- JOINT CONNECTION INSULATION LAPPED NOT LESS THAN 3 . �.. V }. r � v SHALL BE NAILED ® ® SHALL BE NAILED 16d c LEDGER FASTENED TO WALL STUDS i TOGETHER IN ACCORDANCE LEDGER FASTENED TO WALL STUDS COMMON NAILS IN ACCORDANCE installed per manuf specs and NYS code. V (n w/ (3)SIMPSON 1/4"SDS WOOD SCREWS i WITH TABLE R802.5.2 w/ (3)SIMPSON 114"SDS WOOD SCREWS WITH TABLE R802.5.2 ON DWG-1 s Cont. load path strapping installed in accordance AT EACH STUD i (SEE DWG-1 FOR TABLE) r- AT EACH STUD i WITH SIMPSON H2AAT EACH with drawings. Provide Fire Blocking in accordance RAFTER FASTENED'TO LEDGER w/ o0 0o RAFTER FASTENED TO LEDGER w/ (3)10-d EA.RAFTER&SIMPSON A35 RAFTER TO STUD. (3)10-d EA.RAFTER&SIMPSON A35 LAUNDRY ROOM with R302.11 & R302.11.1 and E s @ EACH JOIST. o @ EACH JOIST. o c E cn ENGINEERED Draftstopping per R302.12 & R302.12.1 �.� ` o 9� FLOOR ENGINEERED 12 = JOISFLOTS R-21 BATT \ ro L N °°o �- " "' TYPICAL FLOOR CONSTRUCTION _ ° o w JOISTS 3/4 B LOOR 5 INSULATION Q o ._ t o o c o c To of Subfloor- _ _ - _ - R-21 BAIT _ _ _ - _ 10 3/4" Plywood Span Rated Subfloor, o a o N . _ Top of Subfloor o a c c o - M INSULATION � To of Plate - _ - - _ Top of Plate Glued and Nailed in 2 2 o o- 0 o y u o�Y p - - - E�- o y m - - - - - - - - - - accordance with the fastener schedule, c a �,Y ;a aY- o " Floor joists and Bridging as per Code. w - _ 8 3 m e 4 3 L c'c�`3 y WRAP HEADER IN o o o o G a v o t = R-38 GATT AZEK BOARDS N o Zn INSULATION4"AZEK w II GARAGE _ R-21 BATT PORCH SOFFFIIT ED ON TYPICAL FOUNDATION CONSTRUCTION t a� o 3 ® ® INSULATION � oc�- �c0voio�d DWELLING GARAGE FURRING STRIPS p _ SEPARATION IN _ - in accordance with Cater 4 3000 psi Air Entrained cast-in-place concrete .N N M 0� _ ° ° y ACCORDANCE WITH °a p m Z.� ¢` cu, c o C o TABLE R302,6 co o, wall on cast-in-place Concrete Wall Footing per c a E m o g 8� 2 SEE DWG-1 FORTABLE o FOYER LIVING ROOM R403. refer to Foundation Plan for footing size & 8 y E a`° a INSULATE WALLS COMMON WITH LIVING thickness. Concrete Horizontal and Vertical AREA. ENGINEERED Reinforcement per Chapter 4. & gen note #6. PROVIDE:HEAT c JOLOOS M Damproofing per R406. 2- 2x6 approved DETECTOR PER R314.2.1 To Subfloor r-_ _ _ - _ _ �- _ ToP of Subfloor treated Sill Plates, Sill Seal And Termite shield per j Section R318. Anchor bolts per Foundation Plan TYR GARAGE SLAB - To�of Foundation _To�of Foundation and R403.1.6 PITCH TO DOORS °° ., R-30 GATT °$ °$ °s INSULATION °s ° 6 ` a �® INTERIOR WALL FINISH 1011 R302.13 FIRE PROTECTION OF FLOORS: b•- Provide 1/2" Gypsum Wall Board on ceilings b• 'a• ® ® n a' A a' 4 a' PROVIDE 1/2"GYPSUM BOARD ON ENTIRE and walls except basement walls & Gigs - unless > o p o p P p o p CEILING ABOVE BASEMENT ATTACHED / D° °:e TO THE UNDERSIDE OF THE JOISTS. v UNFINISHED 10" noted. Min 1/2" Moisture Resistant Wall Board on 10" °S eD 10" °'s °es BASEMENT °p 4 Ceiling and all walls in Bathrooms (humid areas) p° i s S a 6 a 6 a 6 •e$ b: b: b and 5/8" cement board on walls Bottom of deck and ceilings in wet areas. pier Footing Provide 5/8" Fire Rated gypsum wall Board • D D p D p D'p D•p 4 p " � below 4 i0 °i° °i° °�° Grade Minimum on walls and ceiling located as per code °° TYR BASEMENT manufacturers requirements and drawings. D p e 6 ° ° °:e •e� 'e •eg 'e •es To_Eof Footing - _ _ _ _ - b. 1. 1. 6 - _ _ Top of Footing v•v0' o n T00 vG <•VD n ve• vD' LLl N O ON! Z R302.13 Fire protection of floors. INSULATION SCHEDULE r- Q Floor assemblies that are not required elsewhere in this code to shall comply with 2020 IECCNYS = o panel membrane,be fire-resistance rated,shall be provided with a V U) W B SECTION 1/2-inch gypsum wallboard membrane, SECTION - A /a-inch wood structural p Location R-value Thickness ¢ w ¢ or equivalent on the underside of the floor framing member. * „ U) SCALE: 1 /4" = 1 '-011 SCALE: 1/4" = 1 '-011 Flat Clg R-38c 10-1/4 Penetrations or openings for ducts,vents, electrical outlets, Vaulted Clg R-30e 8-1/411 age,lighting,devices,luminaires,wires,speakers,drain „ R302.13 FIRE PROTECTION OF FLOORS: piping and similar openings or penetrations shall n permitted. PROVIDE FIRE BLOCKING IN Floor(unheated space) R-38 12 PROVIDE 1/2"GYPSUM BOARD ON ENTIRE ACCORDANCE WITH R302.11 Floor outside air R-38 12" CEILING ABOVE BASEMENT ATTACHED Exceptions: OF THE RESIDENTAIL CODE. Floor(outside Exterior 2x6 walls R-21 5-1/2" TO THE UNDERSIDE OF THE JOISTS. M� 1. Floor assemblies located directly over a space protected by an SEE DWG-2 FOR STRAPPING DETAILS air seal walls to pass 3 air changes per hour Tvl� PROVIDE FIRE BLOCKING IN automatic sprinkler system in accordance with Section P2904, AND DWG-1 FOR NAILING SCHEDULE Above grade attic walls R-15 3-1/2" U► ACCORDANCE WITH R302.11 NFPA 13D,or other approved equivalent sprinkler system. OF THE RESIDENTAIL CODE. Foundation Rim Joist: R-30 10-1/4" M„y 2. Floor assemblies located directly over a crawl space not intended All Glazing U ' .30 SCGH: .30 SEE DWG-2 FOR STRAPPING DETAILS for storage or fuel-fired appliances. o AND DWG-1 FOR NAILING SCHEDULE 3. Portions floor assemblies Doors-less than 50/o glazing U = .40 shall be permitted to be unprotected where complying with the following: Door-more than 50% glazing U = .30 SCGH: .30 3.1.The aggregate area of the unprotected portions does not exceed N 80 square feet per story *If part or the entire attic will be decked over with plywood p.,,, 3.2.Fireblocking in accordance with Section R302.11.1 is installed along � � r� ll the perimeter of the unprotected portion to separate the unprotected / the ceiling joists must be deep enough in order to fit the V ~ portion from the remainder of the floor assembly. V batt insulation So that it is not compressed. If not then M� w � � O 4.Wood floor assemblies using dimension lumber or structural composite Clg Jsts will have to be built up or upgraded to the next size. v ^' lumber equal to or greater than 2-inch by 10-inch nominal dimension, or other approved floor assemblies demonstrating equivalent fire performance. H Other Specifications: a M • Windows: U_< 0.30, SHGC5 0.30 -d oo R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING • Z 1OOo/u high efficiency lighting (GEC's or LED'S) / U x ,r C EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, • s 3 air changes per hour FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES • O M AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER z All Energy Star appliances OF(A)THE TOP OF THE FOOTING OR(B)6 INCHES(152 MM)BELOW THE �D A/q? TOP OF THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS R403.6 Mechanical ventilation shall be provided that J SHALL HAVE NOT LESS THAN 3/8 INCH(9.5 MM)PORTLAND CEMENT t}j PARGING APPLIED TO THE EXTERIOR OF THE WALL.THE PARGING SHALL meets the requirements of section M 1507 a�v�C� 2� BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: BITUMINOUS COATING. R403.7 Heating and cooling equipment shall be THREE POUNDS PER SQUARE YARD(1.63 KG/M2)OF ACRYLIC MODIFIED CEMENT, ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C 887. sized in accordance with ACCA manual J by a �. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. certified third party rater. c . �;;�;^ .10 OTHER APPROVED METHODS OR MATERIALS. Y' I i VENTS: P3103.1 ROOF EXTENSION Z OPEN VENT PIPES SHALL — EXTEND MINIMUM 6"ABOVE J THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: W WHERE THE 97.5%VALUE FOR \� OUT-SIDE DESIGN TEMP IS 0 DEG F S ROOF JL 4" VTR OR LESS.VENT UGH A ROOF OR WALL SHALL INOT BE ON LESS THAN 3"IN DIAMETER. ANY INCREASE IN SIZE OF THE VENT SHALL BE MADE NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. ry 211 .._. ; 0 3„ 3 - 1 1/2" 1 1/2" ;1 1/2" ;1 1/2" ; 1 1/2" 1/2" ; ; 1 1/2" ; 1 1/2" 2" 1 1/2" V J WASHER 2" 0 w >- ' ; Floor W Z 2 ND FL. 3„ Drain 2„ 3„ 2„ 2„ 2" 2" 3" ry^� ' N ' W i 3" � - ' '�--- O C] „ , „ 311UZ M 2 , 2 O :3 ' „ � � 2, � 2„ � 2„ ^^Vi xv/ 11 1/2" 3" 1 1 1/2" ; 1 1/2" 1 1/2" ; 1 1/2" o o WZ DW 0 ' LL 2„ LL H 2„ d' �1� U 1 ST FL. � `/ Pj ' 2" 4" FAI ' 3" 3" C N �V 3" ~- _ y p m ° o E. Ln co rn m 4i °l t 4" Q=C L[QUO E U U N y T U p .0 o m!_n � co m•- a oc3 To a New Suffolk County �r� 0 3 L c�3� o Approved Sanitary System PLUMBING RISER DIAGRAM w = o 0 0= m a m U m CL Not to Scale co yam==_ = Nmyp.r0 L a� c N�c $ 3 o 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 m o = -o m c°a� ui 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS .0.y;� E � v a y MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 m P Z.E� Q c�i m o 0cocr ILccEnSoa U 0 I^ N 0 N z r" Q Q U U) W Q W U U) Ono V �Hyy W W d W U a o I� 'C3 M ,.0 00 ct O� D A�. ROOF PLAN :. SCALE: 1/4" = V-0" •T� + .y>r�ay i COrJTIfJUrJUBLYSSATH HED BRACED WALL PANEL.a 0 t'" BRACING METHOD B 1 A 1 2 1 1 1 z INu..U=,,SwEAr!+E7�� - - - - -C 2-1 2-2 2-A 2-B�VrJ TE-ACE��";?LL1JriE ® CS-WSP CONTINUOUS SHEATHING PER PLAN BRACED WALL LINE 1 WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP ® CS-P F CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT).b 25.66 25.66 23 39.166 39.166 25.66 25.66 35.5 35.5 PORTAL FRAME UJ HOLD DETAIL#3,DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27"/48" 27" 24" 24" 24" 24" RETURN Do:"rN PANEL DE'JICE BRACED O ALL PANEL AT BRACEC B R AEDANEL W Ll END OF BRACED WALL UrJE GB GYPSUM BOARD TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 10 10 9 17.5 17.5 5.1 5.1 7 7 Q EN OF AZC.EC ALL LI NE END CONDITION 1 END CONDITION 2 CND CO ND111ON I BRACED WALL NOTES: TABLE R602.10,3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c ., 4JALLLId �DIdTIWUCU5LY9wEAT-Ec REFER TO DETAILS ON DWG-2 FOR HOLDOWNS,STRAPPING,BRACED 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 WALL DIAGRAMS AND DWG-1 FOR NAILING SCHEDULE. ALL BRACED 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL WITH NO VERTICAL O OR HORIZONTAL OFFSETS. 3. WALL HEIGHT .95 .95 .95 .95 .95 .9 .9 .9 .9 BWL BRACE WALL LINE 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 PETUP!J FANEL C. 4E MINIMUM BRACED WALLPAJEL ,�,,J,h FI==TERA E 5. ADDITIONAL 8001b HOLDOWN DEVICE A'END OF BRACED WALL LINE N;ALL PA EL (\/1�/� -SEE REDU IREI..tE1JTE `I_/ END CONDITION 3 END CONDITION 4 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) 6. GYPSUM BOARD OMITTED ' ' I CCNTINUDUELY EHEATNEC REQUIREMENTS 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 W In au c 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 Z Return panel:24"for braced wall lines sheathed with 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE 7. GYPSUM BOARD FASTENING wood structural panels SHALL BE OFFSET NOT MORE THAN 4 FEET. 32"for braced wall lines sheathed with 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 ry THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. structural fiberboard 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH END OF A BRACED WALL LINE RESULT REQUIRED BRACED WALL LENGTH(FT) 9.5 9.5 11.2 21.6 21.6 9.2 9.2 13 13 Q n/ Distance D: 24"for braced wall lines sheathed with 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALLr- wood structural panels PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 6 O N 32"for braced wall lines sheathed with R602.10.2.2 W O ND�•cc+"!+ FI=STE=ACEC structural fiberboard PER PLAN BRACING LENGTH PROVIDED (FT) 16 17 12 23 27.83 12 17.83 18.75 24 z 4 CEMCE WALL FANEL END CONDITION 6 Hold-down 800 Ibs capacity fastened to the edge of the COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y 0 device: braced wall panel closest to the comer and O z o0 to the foundation or floor framing below C) a.Linear interpolation shall be permitted For Sh 1 Inch=25.4 mm,1 foot■305 mm,11b-4.45N b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, O FIGURE R602.10.7 the average dimension shall be permitted to be used for braced wall line spacing. O W Z END CONDITIONS FOR BRACED WALL LINES ABBREVIATIONS; BWL=BRACED WALL LINE, n/ 0 ry WITH CONTINUOUS SHEATHING BW=BRACED WALL, ry � LL. CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL n (j CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION v 6 N I Q I J m J , N ?> mi �I m I I Ey m 1 M I m C 2 ,A 1 4'-0.. "36'-5Y� 4,-0 4'-0" I 39'-2'/i" ' 23'-6Ys" 4'-0" °7 1 ' ��' 10'E � a' C .'_-. 'E L IA � C NOTE:HORIZONTAL BLOCKING MAY BE OMITTED , ' °U;•-y `o 0 c rn c '-4 5/16" 4'-0" o c o aZi c. p m o m f6 AS PER THE WIND ADJUSTMENT FACTORS; 4'-3 11/16" I 8 m rn b w Cr TABLE R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) I 3'-3 13/16 1 S d)c c c c ` N 5 O 4'-9/e' o t d cw �w I I ' I I =3E `CS-WSP )ya3 CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP to : 1 °a V� w b� G O d C to w fn ytrm in OI 1 N , I n. 1 L CL C tll,a O O C V O 4 N I o q 3 I Ch 0 E c � �� ccL U BWL U I Uca E � N m u m E mV C - - - - U - - - -�- - -- - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - -- - - - - - - - - - - -- - - - I - - - - - - - - - - - - - - - - - - --�- - - - - BWL r- c n�E m r_ y v2 m o I I L N O 1 4-0" � Hc°� oim '>s HmEa�oa • N, I t CV I I M I Cl) I 1 CS-WSP ' CS-WSP o N 1 LU ' I a 0 I 0 co 0 3 ❑o ' w O IQ- 0 0 0. a LL L t0 M ' I Y�- I O N I I CD tD J bi w Ip o I GB METHOD X CO 1 I N 3 I 1 TABLE R602.10.4 ' s o ( 7"O.C.AT PANEL EDGES F , I INCLUDING TOP AND w w �o 0o I , BOTTOM PLATES,7"INFIELD I ap z o Cn I F- m N N ALL HORIZONTAL JOINTS I N z N a�5' BLOCKED AND W \ I FRAMING CONNECTIONS AS PER DETAIL 2 ON DWG 2 a� I -- - I a� 2(I LLJ(1i W W C 1 N O d m I 1 O Z I 1 I 1 1 QhQ- 1 a N 1 I 1 1 1 co v' V) 3 �j� 1 1 I 1 N TT 00 1 I I 1 I V .J� LLI V] N I 1 I 1 p 0 )U W „ I 1 I 1 (D ul CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATH ID ' Q W Q PORTAL FRAME.SEE DET 3 i i PORTAL FRAME.SEE DEJ 3 i U ' ; ON DWG-2 AND ON DWG-2 AND U) I I FIGURE R602.10.6.4 1 FIGURE R602.10.6.4 CS-WSP BWL 1 - - - - - - - - - -f- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - ' - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - -- - ' - - - - - ---- - - -- 1 � BWL 1-2 1 1 LZ 1 CS-PF C0 4 `/ v ' U U 1 U I CONTINUOUSLY SHEATHED PORTAL FRAME,SEE DET 3 CS-WSP I CS-WSP CS-WSP I CS-�1lSP CS-WSP ON DWG-2 AND ' CS-WSP I CS-WSP g.Wgp I FIGURE R602.10.6.4 I 1 I I I I � I 3'-10 5/16" 3'-11 1/16 " 2'-9 7116" " S-11 1/16" I 2'-9 7/16" 2'-9 7/16" 2'-9 7/16 I I as 1 , N O 4'-1 I 36'-5'/a" I 4'-0" 4'-0" I 39'-2'/a" 23'-6'/z" ✓` � .> tnc� z� tx � o NOTE:HORIZONTAL BLOCKING MAY BE OMITTED O AS PER THE WIND ADJUSTMENT FACTORS; ] •.. N U TABLE R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) i� 26 aED ARC 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN �� SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" IA' OP A TOP OF ROOF 12 12 J _J W —,_,TggofPlate co Top of Subfloor ry `Togo!Plate 0 U) 1 __— —• Top of Subfloor O W of undation 72'-0" 51'-0" 0 LEFT ELEVATION CO � N SCALE: 1/8" = V-0 w" w z n 4 c) 0 z O ......--TOP OF ROOF W O O 0 wor z f 0. d' (D Plate y y C 16 , N y o ° o E co t N y•p "..'2 V O N y U C C O V [2.0 4 O C U C C C d O j C p f0 _,- -_ TopofSubfloor 0` ��y `o - - -•—TogQfPlate O O Gl.1C EE O O U0 ffi 1 O ply — C 47 a y Ol O L T G 0 0 3 V E r O O �— .0. O C lD-, L C7 C U O •O TV; C L= O O _,- - Top of Subfloor m Z E Q`y c m m o __---T of Foundation �, r- a E „-o m L' g w H U w t9 O' 1= m 0_C O a 35'-0" REAR ELEVATION 25'-0" SCALE: 1/8" = V-0" 2 12 12 _•— —_—TogofPlate ILI I� l co __— __ Top of Subfloor _• _ Tggof Plate Uj O F- I-- O O N Z CD N () Top of Subfloor 00 Q Q Top,of Foundation N W _l LO 6i a w v 51'-0" RIGHT ELEVATION 72'-0" Q cl) SCALE: 1/8" = 1'-0" .........TOP OF ROOF �h � SKY PLANE OF LOT- THE SKY PLANE IS FORMED BY IMAGINARY LINES STARTING AT ALL PROPERTY LINES PARALLEL OR ADJACENT TO THE BUILDING OR P� 12 STRUCTURE AT TEN (10) FEET ABOVE THE AVERAGE ELEVATION OF THE NATURAL GRADE ►� �12 1 2 (PRIOR TO ANY GRADE ALTERATION OR FILL)AND EXTENDING INWARD TOWARD THE `E- CENTER OF THE LOT AT A 45 DEGREE GRE ANGLE. 0 _ ,—ToA(?Plate a Top of Subfloor —Togo!Plate r , 00 = Okn 'No .� O CD To of Subfloor�j ®®�® ®® of Foundation c i � r` �T s 'KO 25 _o11 35'-0"FRONT ELEVATION Fo®iy, SCALE: 1/8" = V-0"