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46390-Z
OSu�fZ Ml=` r Town of Southold 5/3/2022 P.O.Box 1179 y z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43035 Date: 5/3/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4305 Rocky Point Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 21.-1-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/21/2021 pursuant to which Building Permit No. 46390 dated 6/9/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family 4 bedroom dwelling with unfinished basement, covered front entry,rear screened porch,rear stoop and attached garage with recreation room above(non-sleeping) as applied for. The certificate is issued to Rocky Pointe LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0904 3/29/2022 ELECTRICAL CERTIFICATE NO. 46390 4/19/2022 PLUMBERS CERTIFICATION DATED 4/6/2022 MB YMNbing&qealing ut ri e Signature J ' TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y TOWN CLERK'S OFFICE • SOUTHOLD, NY !flpl � t 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#: 46390 Date: 6/9/2021 Permission is hereby granted to: Chryssiadis K Interviv Tr 19 Indialucie Pkwy Stuart, FL 349966628 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 4305 Rocky Point Rd, East Marion SCTM #473889 Sec/Block/Lot# 21.-1-21 Pursuant to application dated 5/21/2021 and approved by the Building Inspector. To expire on 12/9/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,290.00 CO-NEW DWELLING $50.00 Total: $2,340.00 i Building ector OF SOUT�oI � o Town Hall Annex Telephone(631),765-1802 54375 Main Road P.O.Box 1179 sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 '� • O COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rocky Pointe LLC Address: 4305 Rocky Point Rd city,East Marion st: NY zip: 11939 Building Permit* 46390 section: 21 Block: 1 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Triangle Electric License No: 4468ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 75 Ceiling Fixtures 11 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 14 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 41 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 7 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 57 4'LED Exit Fixtures F1 Pump Other Equipment: Floor Heat, Fridge, Oven, DW, Micro, Hood, W/D, 200A Panel 40 Circuit/25 Used Notes: New Two Story Unfinished Basement Inspector Signature: �-� Date: April 19, 2022 S.Devlin-Cert Electrical Compliance Form 6 • pF SO(/T��l " Town Hall Annex ' Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 GAO • �. Southold,NY 11971-0959QUM y ® BUILDING DEPARTMENT APS m 5 202 , TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: Zi7� Building Permit No. "Gag D Owner: f 04 (�(Please print) Plumber: 'L J (U � , (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 3( BARBARA H.TANDY Notary Publlo,Stats Of New York No. 01TA6086001 Qualmed M Suffolk County C,'tCommission Expires 01/13/20 Notary Public,t �l� jL ourity� V/ Of 50(/lyO� ll LL # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 1]14 OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND . [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL -[ ] FIREPLACE & CHIMNEY ° [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR S: T iv,6 f -6 o �rmja �7 DATE INSPECTOR SOUIyOIo - # # 'TOWN OF SOUTHOLD BUILDING DEPT. cnu765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. °[ :] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &"CHIMNEY" [ ] _FI'RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] :ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: w(> 1C�5 r I S vo Vt&? 4p DATE ANSPECTOR pF SOUIyo 75 # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] :FOUNDATION 2ND [ } INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [-' ]' FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - cc, o, a f DATE INSPECTOR - /� I t _ OF SOUlgolo # -TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 :- 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND- [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] . FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ]"FIRE RESISTANT PENETRATION- [. ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O Ce v REMARKS: . - C7J A-C Ole, Q DATE f INSPECTOR p � OF SOUT�olo . ` # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm?�'' 765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING. [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &`CHIMNEY [ ] FIRE SAFETY INSPECTION .[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Cli 9-4 N) e-��L _M opeiy TY-W-- �J41( AOC9 lurc� �56mC/t/?, F,;rb p& ERC TC c Tzo-y OK-, CE n 7' MCA ( Pv PLACL/rey5 aN MC-jc-n_ f!Asv (� ALL-CT�(.F i d.�t- CGi2!Z F2'Gf4'T� DATE Lf S7—Z-Z INSPECTOR En C '°:: y"` 1 APR 2022 .%' BUILDING utPT. TOWN OF SOUTHOLD March 31, 2022 Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 4305 Rocky Point Rd East Marion, NY 11939 As requested by the Town of Southold, Energy Testing Services was retained by Burton Dorfman to perform a Blower Door test at the above address and found the leakage rate to be 1,165CFM at 50Pa which is equal 2.54 ACH @ 50Pa.This house meets compliance by leaking less than the maximum requirement of 3 ACH @ 50Pa. If you have any questions, please do not hesitate to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater Energy Testing Services 1648 Locust Ave., Suite E,Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 ED Delfino Insulation Invoice 317 Burman Blvd Phone: (631)329-7181 Calverton, NY 11933 Fax: (631)329-7159 Number: 38639-1 Date: AJD COUNSULTANT, LLC Job Address: 4305 ROCKY POINT RD. P.O.BOX 162 EAST MARION, NY 11939 SOUTH 1AMESPORT, NY 11970 Customer PO# Terms: Proposal(s): Work Order(s) COD 38639 Please remit payment on above referenced job. D CELLAR CEILING t 3.5 MINERAL WOOL REMITTO: DELFINO INSULATION CO. INC p 317 Burman Blvd Invoice Total: 0 Calverton,NY 11933 C Phone:(631)329-7181 `,�.�.. "'S -tai. /� N -1. � r�' `y L'•. 1 .I 4 ��!('{�/f / '��)�� � ..{`C. � l� 11. , � I. �'����`• � "'T �, !'� �l�,J�� 'F '�r'11 '�'' t`� c'�f h� '�� ti •t w d r^a ` J'S _ t •r ¢ ••i: 'Y � ':fit� ... xl. +s., r r A �P.� i elu r t ; � •ii4 pp +ice, ,. _�; X � w -s. t 7^ r I I E _ y a,a 7 f f_ Y y I ti [� VIELDIN-SPECTIONREPORT. DATJE COMMENT kV, i FOUNDATION(1ST) 1vw Y ------------------------------------ �Q .FOUNDATION(2ND) z v ✓@ o1G 1j U1, r ROUGH FRAMING& . PLUMBING INSULATION PER N.Y. �y STATE ENERGY CODE pts -'o bis -R57.447' - � Nt C FINAL. ? y ADDITIONAL COMMENTS 52( tyAQ /- z ��r a r-cca 0 -5- oLA - Cf a-tea c Td x , t ' d � BCH ��o.9S�FF0tK4o�y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtomDa.gov Date Received APPLICATION FOR BUILDING PERMIT 1 i( For Office Use Only PERMIT N0. Building Inspector: MAY 2 1 2021 Applications and forms must be filled out in their entirety.Incomplete applications will'not be accepted. Where the Applicant is not the owner,an I'1? ,I?TNG ' Owner's Authorization form(Page 2)shall be completed. °r0�; Date:May 20, 2021 OWNER(S)OF PROPERTY: Name:Mary Chryssiadis sum#1000-21.-1-21 Project Address:4305 Rocky Point Road, East Marion, New York Phone#:8456645696 Email:tandil022@gmail.com Mailing Address:19 indialucie parkway, stuart florida 34966 CONTACT PERSON: Name:Beth Dubas Mailing Address:P.O. Box 162, S. Jamesport, NY 11970 Phone#:8456645696 Email:burtdorfman@gmaii.com DESIGN PROFESSIONAL INFORMATION: Name:Robert Higgins Mailing Address:150 idden acres,path, wading river, ny 11792 Phone#:6312083351 Email:rarchibob@aol.com CONTRACTOR INFORMATION: Name:Rocky Pointe LLC Mailing Address:P.O. Box 162, S. Jamesport, NY 11970 , Phone#:8456645696 FTail.tand il 02 2 @gmail corn DESCRIPTION'OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $SUU,000 Will the lot be re-graded? ❑Yes 8 No Will excess fill be removed from premises? ❑Yes A-No 1 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:single family home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law: beth dubas Application Submitted By(prin name): BAuthorized Agent ❑Owner Signature of Applicant: Date: May 20, 2021 STATE OF NEW YORK) SS: COUNTY OF tiUMIK ) beth dubas being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, contract purchaser/contractor-rocky pointe Ilc (S)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 � .202L N ry Pf lic i JONATHAN D. FOCARTY PROPERTY OWNER 8PTHORIZATION Notary Public m State of New York NO.01 F06241421 (Where the applicant'is not the owner) Qualifed in Suffolk County My commission'Expires May 23,20'3 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 ��opSUFFat,t�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o as Telephone (631) 765-1802 Fax(631) 765-9502 haps://www.southoldtomm.go_v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 6 PERMIT N0. Building Inspector: APR 1 4 2021 Applications and forms must be filled out in their entirety.Incomplete +J applications will not be accepted. Where the Applicant is not'the owner,an :3.a4-,,.`.;; ,,• �` `r2r�; bi�;i:�e Owner's Authorization form(Page 2)shall be completed. Date:April 13, 2021 OWNERS)OF PROPERTY: Name:Mary Chryssiadis scT 1000-21.-1-21 Project Address:4305 Rocky Point oad, East Marion, ew York Phone#:8456645696 Email:tandil 022@gmail.com Mailing address:19 indialucie parkway, stbqrt fl Ida 34966 CONTACT PERSON Name:Beth Dubas Mailing Address:P.O. Box 162, S. Ja sport, NY 1970 Phone#:8456645696 Email: DESIGN PROFESSIONAL INFORM ON: = Name:Robert Higgins Mailing Address:50 hidden,/acres path, wading river, ny 117 Phone#:6312083351 Email:ra hibob@aol.com CONTRACTOR INFORMATION:. Name:Rocky Pointe LLC Mailing Address:P.O. 'Box 162, S�..Jamespo'rt,-NY-11'97Q Phone#:8456645696 Email:tandil022@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $SUU,000 Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes ®No 1 PROP,ERTY.INFORMATION' Existing use of property:Vacant Intended use of property:single family home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Towntode. APPLICATION IS HEREBY MADE to the Building Department for the issuance of Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to.admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New.York State Penal Law. beth dubas Application Submitted By(print name): BAuthorized Agent ❑Owner Signature of Applicant: Date: april 13, 2021 VINCENT PERS STATE OF NEW YORK) Notary Public,State of NGW York $S; No.0'1 PE61 987 COUNTY OF Suffolk ) Qualifiedrin Suffolk County L beth dubas Commission Expires November 17,20 / being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, contract purchaser/contractor-rocky pointe Ilc (S)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 1 L day of _ 20� Notary&6blic 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 o�SttEI:QI �� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD co Town Hall Annex- 54375 Main Road -.PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765=1802 - FAX (631) 765-9502 l ' rogerr(a)_southoldtownn ..gov - seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION-(Aii Information Required) Date:JAN-3,-2022 =�Gorxtpar-�"- arae T-_R1ANGL-E—E-L-EC IG _ Electrician's Name: ED RICHARDSON License No.: 4468E Elec. email:CCECONTRACTORS@OPTONLINE.NET Elec.,Phone No: 6312656366 ©1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: ROCKY POINTE LLC Address: 4305 ROCKY POINT ROAD, EAST MARION Cross Street: ROUTE 48 Phone No.: 8456645696 Bldg.Permit#:46390 email:BURTDORFMAN@gmail.com Tax Map District: 1000 Section:21 . Block: 1 Lot:21 . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Priht Clearly): new house 2850,sq ft Square-Footage: Circle All That Apply: Is job ready for inspection?: ❑✓ YES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: 0 YES F✓ NO Issued On Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# O'New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead . # Underground Laterals 1 02 H Frame Pole Work done on Service? Y N Additional Information: AYMENT DUE WITH APPLICATION JAN 0 4 2022 / � of 0 BUILDING DEPT. Je / TOWN OF SOUTHOLD PERMIT # Switches r 1+ Outlets. GFI's e Surface Sconces 1.� H H's { J UCLts Fans Fridge ... _.,. HIN Exhaust I' Oven .� Wap Smokes { DW on.. Micro CarbGenerator .. _ a. Combo �- e66 top ..... .._..__.. .. s Tran fer�, '.AC- ti AH V Hood Service;._ A ' . m special:. , � . . . . Ha� Use Ps p �. _? d�2- 7 Comments: a 01- OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802. 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �yC®UNVI BUILDING DEPARTMENT TOWN OF SOUTHOLD May 6, 2021 To: Beth Dubas PO Box 162 South Jamesport,NY 11970 RE: SCTM#21.-1-21 —Chryssiadis, determination of merger request Ms. Dubas: 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(63 1) 765-1802. Respectfully Yours, ao',A Ab/anda Nune aker, PlVdns Examiner Sal J.Turano PRESIDENT Grace Mistretta f ABSTRACTS, INCORRORATEDT" SR.V.P.,CONTROLLER Residential&Commercial Title Insurance since 1984 Thomas J.Turano SR.V.P.,CLEARANCE OFFICE Peter J.Calvanese SINGLE AND SEPARATE SEARCH SR.V.P.,COUNSEL Date: March 23,2021 Beth Dubas P.O. Box 162 South Jamesport, NY 11970 Re: Our Title No. ST-45116 Tax Map Designation District: 1000 Section:021.00 Block:01.00 Lot:021.000 Dear Sir or Madam: ABSTRACTS INCORPORATED, hereby certifies to the Town of Southold,Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated to 2/19/2021. Said search discloses the following: SUBJECT PREMISES KNOWN AS District:1000 Section:021.00 Block:01.00 Lot:021.000 DEED#1: Grantor: Nicolas Chrzyssiadis and Dated: 11/30/1960 Katherine Chryssiadis,his wife and Recorded: 12/1/1960 Michael Thalassinos and liber: 4914 Christine Thalassinos Page: 439 Grantee: Nicolas Chryssiadis and Katherine Chryssiadis, his wife CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 100 Garden City Plaza•Suite 201 P.O.Box 2B 123 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1 530 Riverhead,NY 1 190 1 51 6.683.1 000•fax:51 6.683.0089 www.absoractsinc.com 631.369.0200•fax:631.369.01 99 Page 2 ST-45116 DEED#2: Grantor: Katherine Chryssiadis,an un-remarried widow Dated: 12/20/2011 Recorded:12/23/2011 Liber: 12680 Grantee: Katherine Chryssiadis and Mary Chryssiadis, Page: 361 as Co-Trustees of the Katherine Chryssiadis Intervivos Trust Agreement dated 6/14/2007 Covers premises and more. NOTE: Nicolas Chryssiadis died 5/18/2006. Last Deed of Record. 4 ra•.:m1 �- C l loll IN 111l11 IINI lliN ililf I�f!�l!!�Ili liil " •• fl�illlll���#!illlfllll! r SUiFFOLK.COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of instrument: DEED Recorded: 12/23/2011 Number of Pag®s: 3 At: 10:30:56 AN Receipt Number z 11-0139959 TRANSFER TAX NUMBER: 11-10434 LIBER: D00012650 PAGE: 361 District: Section: Block. - Lot: 1000 022.00 02.00 022.000 EX&XINED AND 'CHARGED A8 FOLLOWS Deed Amount: $0.00 Received tbo, Follovring Fees For Above Instrument Exempt xempt page/Filing $15.00 NO Samdling $20.00 NO Cox $5.00 Nb NYS SRCHG $15.00 No ZA_CTY $5.00 NO SA-STATS $250.00 NO TF-534 $5.00 • NO Notation $0.00 Na cert—copies $0.00 , NO , RPT $$0.00 NO Transfer tax $0.00• Nc " commPaid $385.00Fees NO TRANSFER TAx NUMBER: 11-10434 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT JL. BXLL JUDITH A. PASCAL$ County Glerk, Suffolk County 1 2 59C0RDE0 Numberolpages V 2013 0!C 23 10:30955$at , JOrm R. PASt:ia.E This document will be public 59F�(�P/ record.Please remove all L D=126R0 Social Security Numbers P 351 priorto recording. GTa 11-iD43� ' Deed/Mortgage Instrument geed/MortgageT ax Stamp R=,dbg/FHIngStamps 3 FEES Mortgage Amt Oage/Filing Fee _.„:.;;•,P--.-_ 1.Basi[Tax . Handling I Additional Tax TP-58a _ Sub Total• _ Notation or or EA-5217(Ccurtiy) SubTotat Spec./Add. EA-52175tate) _ TOT.MTG.TAX_ _ R.P,TS,A. 7n,ep Dual Town_Dual County Field for Appointment Comm of Ed. S. 00 TransferTaX _ • • Mansion Tax AffidAfitdivh avIrC _ The property covered by this mortgage is Certified oPY or will be improved by a one or two NYS Surcharge 15. 00 ramilydwellingody. Sub Total YES.--,:—or No OtherIt NO,m appropriate tax clause on Grand Total S� Paye+ QI d1ls ln •stAJm 6 /1 < Dist. 11027&13 3.000 02100.0500 015000 5 community PresemaUo"Fund pTS 1000 02200.0200 022000 Renia� RSI aSe60�x 0Z 'h ` "3b Consideration Amount a y "Ec CPF Tex DUE S r„ verification improved 6 Satisfactit ns/Dfschuges/Releaus Iasi Pmpertyowners Awing m1wess RECORD&RETURN TO: Yaeantlannd M Kalherine Chryssiads 7D 191ndialucie Parkway Stuart,FI,34996 TD Mad to,Judlth A.Pbscaie,Suffolk County Clerk 7 Title Company iixformatlon 31C CenWr .Drive, Riverhead, NY 11901 Co.Name wwwsuffollwountyny.gov/dark Thka B Suffolk C6uMy Recordhig& Endorsement Page This page forms part of dw attached Indenture -b"A) made (SPECIFY TYPE OF INSTRUMENT) i Katherine Chtadis Thepremiseshereinissituanedin SUFFOLK COUNTY.NEwYORK TO lntheT0WNof SOW*01d + Katherine Chrvssiedis and A�ryhryssiadis__ In the YWAGE } gQ.trLem of Katherint ChNssiadis Invervivos Trus or HAMLEref FAt Marion ! BOXES61NRU8MUSTRETYPEDORPRWEDINBLACKINKONLYPRIORTORECOROINGORFIUNM over t , COM"T YOUR LAWY691 AMORE SONNc THIS [AUM ENT SWA n SE USM BY LAWYM ONLY `. 3 " THIS INDEMRE,made the 20 day of Ne%Wnber,2011' BETWEEN KATt4ERINE CHRYSSIADIS; an tsirernarried residing at 19 Indialucie Parkway,Stuart,Florida,34995 party of the first part and KATHERINE CHRYSSIADIS and MARY CHRYSSIADIS, as Co-Trustees of the Katherine Chryssiadis Intentiyos Tittst Agreement dated June 14, 2007, whose mailing addrtsas is.19 Indialucle Parkway,Stuart Florida,34998 party of the second part, wrrNESSETH,that the party of the rust pan.in cmWeration of Ten Dollars($10.00)paid by the party of the second part does hereby grant and release unto the party of the second part,the hells or stteeessors and assigns of the patty of the second part forever. ALL that oertalrt plot piece or partel of land,with the buNdings and improvements thereon erected, Situate,lying and being in the SEE EXHIBIT 'A' FOR LEGAL DESCRIPTION OF PARCEL 1, PARCEL 2 AND PARCEL& TOGETHER with all right,tide and Merest,it any,of the party of the rust pan In and to any aVeett and roads abutting the above described premises to the-center Ones thereof; TOGETHER with the appurlenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the promises herein granted unto the party of the second part the heirs or ettocestrora end assigns of the party of the second pad forever,. ANO the party of the first pad oovenara that the party of the fast part'has not done or suffered anything whereby the said premises hm been encumbered in any tray whatever.o=ept as alotesaid. AND the party of the first part in compliance with Section 13 of the Lion Law,covenants that the party of Me tkst part wiltt-mcaW the consideration for this conveyance and will hold the right to reo"such consideration as e'trust fund to be'appUdd firW W the purpose of paying the cost of the improvement and wig appy the same fust to the pawnantof the cost of the improvement before using'any part of the 10191 of the same for any other purpose.The wood'party'shag be.construed as if it read'parties"when ever the sense of thb)ndet+ttlre so requires. IN WITNESS WHEREOF,the party of the first part has duty 6tecrrled this-deed the day and year first above Written.' IN PRESENCE OF: pp,� Tilil KATHERINE CHRYSSIADIS F: i To BE tlsp0 g"LY W='ME ACKNOWLEIDAMIUT1MADE QUME MIN YORK STATE n i. State FLORIDA,County of Martin SS:.'. oil the 2_4day of , In the year 2011 before me, the undersigned, personally appeared,KATHERINE CHRYSSIADIS personalty lmawn to me or proved to,me on.the basis of satisfactory evidence to be the individual(a)whose nams(S) 'is(are) subscribed to the within t: instrument and ackfjotHedged to me that helstmAhey executed the'satne in hiafherltheir capacity(*s),and that by tkAerAhek Stgnahue(s)on the-insttutnent,the tndividual(a),'or rhe person upon behalf of which the individual(3)acM, executed the instrument and that such individual made such appearance befor the undersigned in the C in M in C t inss+tiltari pclitipl s ) In i Statei or Country orother e wastaken Y• (signatur Cf' I k owledginanh {Ylctrc Te-t-h It- ti s i Parcae i . ALL THAT certain plat, piece or parml of land with the building and improvements thereon erected, situate, lying and baing at Easfidiiirt,,-`iir?fke-Town cf Southold. County of Suffolk and State of New York,'.known and deaigiiated as tat No. 72 on a certain map entitled Wap of Pebble Beach Farris',and filed in the Office of the Clerk of the County of Suffolk an June 11.1975,as Mals No.8266. Intend to be pert of the same premises conveyed to herein party of the first part by Indenture dated May 21, 1981;and recorded in the offce'bf the County Clerk, Suffolk County on May 28,1981 in Lrber 9009,Page 01. ALL THAT certain plot, piece or parcel of land with the building and,improvements thereon erected,situate,lying and being at East Marion,Town of Southold,County of Suffolk and State of New Yolk,bounded and described as follows: BEGINNING, at a point on the westerly tine of Rocky Point Road, about 4460 feet northerly along said westerly line frain the Main Road said point of beginning being the northeasterly corner of land of McNamara and the southeasterly cornier of the promises herein described;from Bald point of beginning tilling in a southwesterly direction along the northav®starly fine of said land of McNamara 150.10 feet;thence on a northwesterly course along land of Kenev 100 feet to the northwesterly comer of the premises herein described;tl*xt t along land of Nahos 150.10 feet to the westerly line of Rocky Point Road;thence in a southeasterly dlreedon along the westeriy.line of Rocky Point Road, 100 feet to tha point or place of beginning. BEING and intended to be the same premises conveyed to the party of the first part herein by Indenture dated November 30,IND.and recorded in the office of the Clerk of the County of Suffolk in liber 4014 of conveyances at page 439;and ALSO BEING Intended to be the northerly one half of the promises conveyed to the party of the first°part and others, by dead made by Steve Moraitis and others, dated October 27,1960 and recorded in the office of the clerk of the County of Suffolk in fiber 4899 of conveyances at page 107 on November 1,1980. a.xl3 ALL THAT certainplot, piece or Parcel'of land with the building and improvements thereon erected,if any,situate.lying and being In the hamlet of East Marion,Town of Southold,County of Siaftofk and State of Now York,.known and designates as and by lot :numbered 24 on 2 certain map entitled'Map of Stare Manor.'filed in the Office of the Clerk of the County of Suffalk,on September 19,1953,as Map No.3864, TOGETHER with a right of way,of varying•width,from the noilherly and of Stars Road to Long Island Sound,and the right to use,in common with others,a parcel of beach abut 40 feet by 90 feet,lying easterly of the.right of way'and along the ordinary high water mark of Long Island Sound. Subject to any State of facts an accurate survey'might chow, an to covenants, restrictions, easemerns,agreements,reservations,.and zoning regulations of.record. W any. Subject also to the foilout{ittg restriction:.no dweliing house erected on the premises herein conveyed Shari cost less than$10,000. Intend to be part of Ates same premises conveyed to herein party of the first Paul and others by Indenture dated July 3.1986,and recorded In the office of"County Clerk, Sulfdk County in Lftr 6384;Page 383. Page 3 ST-45116 PREMISES TO THE NORTH KNOWN AS: District: 1000 Section: 021.00 Block: 01.00 Lot: 020.000 DEED#1: Grantor: Steve Moriatis and Dated: 10/22/1960 Emanuel Moriatis and Recorded: 11/2/1960 Christ Stratakis Liber: 4900 Page: 106 Grantee: Irene Markadakis DEED#2: Grantor: Irene Nanos a/k/a Irene Markadakis Dated: 12/29/1992 Recorded: 1/13/1993 Liber: 11607 Grantee: Stellios Nanos and Irene Nanos,his wife Page: 56 DEED#3: Grantor: Irene Nanos Dated: 9/11/2013 as Surviving Tenant by the Entirety of Recorded: 10/18/2013 Stellios Nanos,deceased Liber: 12748 Page: 963 ` Grantee: Zoe Vourlides and Katerina Filippides, as Co-Trustees of the Nanos Family 2013 Irrevocable Trust NOTE:Stellios Nanos died 9/19/2007. Last Deed of Record. Il�111f�f�fl�iffl�l���f�Ifll��f����IfI�IE���fill • . . lliil�ll�lfl�11111�1 • �®F�'4LK COUNTY CLER1[ RECORDS OFFICE.. RECORDING PALL Type of Inxtrvmant: DEED Recorded: 10/18/2013 Number of.Fag®a: 4 At: 12:56:01 PM Receipt Ntzbbr 13-01U3446 TRANSFER TAX NUMBER-,. 13-07799 LIBER: D00012748 PAGE: 963 District: Section: Block: Lot: 1000 021.00 01.00 020.000 MMMUM AND CHARGED AS FOLLOWS Deed Amount: •$0.00 Received the Pollociing Fees-For Above Instrument . .,.- Exempt Exempt Page/Filing $20.00 NO .Handling $20.00 HO COE $5.00 . NO NYS SRCSG $15.00 NO $A-CTY ,$:5.00 no EA-STATE $125,.00 NO TF-584 $5.00 NO Notation $0.00 NO Cert.Copi®s $0.00 NO RPT $60.00 NO Transfer tAx . $0.00 NO Comm.Pres $0.00 NO Fees Paid $255.00 TRANSFER TAX &MMER: 13-07799 THIS PAGE IS A .JPART OF THE INSTRUb%NT THIS IS NOT A SILL JMITH "A. PASCALE County Clerk; "Suffolk County I RECORDED Hund>erofpages 2013 Oct 18 MUM PM' JUDM A. PRSQU CLERK of This document wHI be public S FFU CUM - record.Please remove all• t.DOW12749 Social Security Numbers P%3 prior to recording. DTy 13-07799 Deed IMart{{ageDwttu wt Deed/J mIMeTaxStamp RemndtngtfiliySrampt 3 ; FEES Amt t.ltarlt:Tax NandUr►g 20. 00 _ 2.Additional Tax TP-584 _ SubTotal Notation SVWAssk or EA-5217(CaaatA Sub Total Spec,/ACk EA.5217t5tate} _ TOT WrG.TAX — R Dual Town_Dual Cmty -- - NeldforAppolnortant� Comm.dFA 5. 00 TratwoTax /ufidwh ' WOW Tax _ The w pcay wvww by this inargg+gs is. CendiedCapy. = a vitt beIvotowd by a ane or wm NYS Surcharge is, oo Sub Total �Y eft 4* Cahn YES orMo Grand ictal if N0,see apprw1w tax dune on ' � pages offglth►st+tuttant. d Disc AL—k bat 3 Ieiiuniq h eratlen Fund Real 1302W2 1000 02100 0100 020000 Consideration int 4 _.. 1d DTY '_ !... .. on CPI:Tax Due S VuHlatlon is-xr_t ` tmPrvsred 6 RECORD i REfDRNYaMr and LBANDRA CONDR f£1.DMAK XRAMFA A MONACO,P.C. TD 330 Vmdabilt Motor Parkway,Ma 400 Hauppauge,NY 117U TD Mad to:Juft A Pascale,Sidi k Coll*Clark 7 T#k Ccal=Iull"madoo Riverhead, � w 310 Center odd. MY-1-1801 camarne wwvr su ft0W rtuttyny.gov GWk ritfe<a! 8 Suffolk County Retording& EndorsementPa e This page forms part of 0*attached t +Wade hy: ,. fSPECiiYTYPEOf W5IRtINIENn . The premises herein is situated ie S FF=COUNTK wWY0i61C isnswfr- .T6 in the TAYYN of 2 �� "VILLAU 8oxE561'ItRlr L bsUS76ElY�0&PR11aTfflSl611 BI.ACJCtNJCONtYPAlORTORECOAOtNG ORFIUNG. . aer 0oxs1A.7 Y k LAMO.h EIMMMMS BNM INSTRik'MMTHIS UUMUNlE11t'8MUtD BE USEONLAMEU 0WV NO coranarion THIS INDENTURE,rustle the �day Of d std mer, KNEEN Irene Nano$.at;.etarviving tenant by the entirety of Stejods Wens,deceased,residing at 4425 Ra t Point Road,East ;NY 11939, P34 of the first pea,'end Zoe Vourlides end Kama FlIppides,as Co•Trustess;of the Nano$Family 2013 Irrevocable Trust,residing at D1STRICI 1000 4425 Roaky Point Road,East Marion,'NY 11839, SECTION tarty of the semw part, 021.x0 w tilde"M* 9,thet the ivy of tU final Paul,in oon;W&Stun or TEN dollars and oilier goat aird vakabla. 8I OCyC oonskkmftn paid by the P-361 Of ft Mand part;doer hereby grant and release LM the parry of the second BLOB Pt the heirs or suocesrors and asNgns of the party of the seca�part tarevel; SAT ALL!fret Certaln plot,pia cs'cr parcel of land,with the buildings arid improvements thereon wtp ,aftuat®, 020.000 SEE ATTACHED DESCRIPTION Subject to so covenants,restrictions,agreements and easements of m=d,!(any. Said premises known as 4425 Rocky Point Road,East Marion,NY 11939 Being and Winded to be die same prises as conveyed to the party of the firet part by deed dated 12129/1892,recorded 0111311993 in Liber 11 G07 page 05s in the Suffolk County Clerk's Office. TOGETHER with aQ right,title and interest;9 any,of the party of the first pail in and.to any sttkeeis and roads Sbuft thg above demribad pm ailses`to the canter tins l heteoh TOGETHER with the eppwWailces and all the estate and rights;of the party of the Krst'part in and to said premises;TO HAVE ANO TO HOLD the viir�Wrein granted unto hte party of the second part the heirs or succesbors and assigns of the party of the second part for%w. 'ANDthe party of the first pari�Aerds that rho party of the first part has not done or w0ered anything whereby the said premtwa rot a been®ncumtt$red in any way whatever,atroept as aroresaid. AND rhe party of the first park in compiimaw with sou*n*13 of the.Lien Law.covenants that the party of the first PW SAA real tha'caftw siation far Pitts conveyance and wl0 hold rhe 414 to receive such consideration am.a'hust AM to be app«ed first for lite pWPM of paylseg the cost of On lmprotaernod and ve11 apply the some first to tlts payment of the=t Of thQ IrrOroMament balers uft'311y Beit of Cie 10121 of ft Same for any other purpose.The word°perry°shal[ba conslrue4 as'if it few*parflee whenever,the ser>me of alit indeftfs so requites. IN WITNESS t1 NERECP,tttri party of the fast part has duty executed this deed the day and year first above written. Irene Nams &undid KY.B T U.Fame 8M•Bargain and Sara coact wdrh CamnaM 8PMM CMaW*Ad.-Unionn'Ar AWftdyrs Farm 1000-7 Tq 11S9a9 My Cy, TE(E AfoKPft3 Jl EDMBIT to MADE4 NEW YORK STATE Sta1B of Noel Yo11t.Caanty of i ��h $I&*of New Yak.C=vy of pa: On t11e�� day o9 P Q �ever v fn dt9 fit Orr IPSat In the yetis betbr®me;Ute WKWEigrtatl,MOM*apyaWed bebeforeme.the mY undoratgned,personalty appeared Yore Naim ptasatistly bwm b rem ar pewd to me on the bask.of pan aralfy kno wi to as or pruvw to me on the beeb of tladM%*ty caldatar to tis.U10 IndMdu�s)v-ftca rana(s)'b- satFi kkxy evidence b be ft kwswuat(g)vNtwe ra,ry(s)b (ase)stmeatbed to th td4Pdn and'arlRrotkdged to '(afo)sabst Ud to the`whWn IMUM M and aGutostledged to rtia to hml w"a k fits mn3 61 I&TnerAwr me.M* ileWl ltlt&yr axeated the'ea w in hhAurrM elt e&peOy{res). 'eW the by hbmarrtwe alpehrm(s)an the' 0pboiZy(Ie2X aW Wet by W&iWMW Via) on the iateaitment.ftil►%twl(a),or Ma guam up&q blhnif of y4ft irfsbVelea the i dwiduud(e).of ft Ponca upon 6eh>etof uAedr 61e Endivldtlel(s) ex d I Ira ant fhe IedtvtdtlRl(a)acw,eketbted the ionWO rrnaU, (orae an6 office of Ing da t�aN1g eclrnovrt n0 (srgne4ae;and mtlas of indivimad taking setnowtey9rYyn1) 13'4h EM KRAJ.ER mgm pubtic,Stide Of Nd><,7 W-,k Nr5.02iSR8671Qt49 .. . cue;!hod Its 800.1(a . �53fi>ttttlft�a 'd6lfib ,�$� . TO 13E USED CRLY L,lle t veru 69vasnoere'wOm:OPr19 MADE OirrsrIle'.Nj Y YORK STATE Stem lW Dishlat of Catumhts.TanlP_,W.or Foreign Country)of u: Di11he clay'of in tha yccr beton nee,the undersigned,perspraAy appeimtl pwcnaly&tram io me or proved to rrs on thd_kaats of astlaieelnry&Adcace is be Cte 69vidual(e)vdrose aW*(i) b(sire) �fled Ib ttte Oft hictuwr.+.and�to ft V bt lista Whey Wwwad th samd to tk#xumwt apedty[rss),and by 411WAWMaftlredr ahgnetuse(s)on B1e nsircatlerd She ktdividuet(s) or Ihm pawn ww bah&of which Ma ihtltyl&MRS)tined, t tl tltB' ftnt,end that eu t];,,d idu d mads Bush eppesiarxo.bKore the un ft*ned in tbo In . (trtsat rile CUya pbtlll�71 t hteEaut) (W Insert the S06 or Country c other plime t» admmeldym®M1Ms tatwn) (atgrotele artd sflAoe SQ htdlvltlltel tmUnp sc novAodprnent) �� SE=CTION 421.DD MOCK D1.DD LOT THE NANosFAItltLY2®13IR OCABLETRUST COUNTY OR TOWN Suffak STREET ADDRESS 4425 Rocky PDlrtt Road BARGAIN AND SALE DEED MTN COMANT AGAINST GRANTOR'S ACTS T113e No. ..RETURN BYMAILTO: Idea Kadove,ESP. feldarart.KameraAlorum P.C. 330 Vanda"Montt Parkway ' hlauppeuge.Ir1Y 11788 De8Criptiort All that Gln ploy,place or parcel of land,with the buildings and improvements thereon erected, situate,Ift end being at East Marion in the Town of Southold,County of Suffolk and State of New York,being mre particularly bounded and described as follows: BEGINNING at a point on the vlWerty side of Rocky Point Road distant 200 feet southerly from the Intersection Of the southerly side of lot 10 on map of Stray Mona Eststes filed in the Suffolk County Clerks Offies as trap No.3723; RUNNING THENCE South 7 degrees 05 minutes 20 seconds East along the westerly side of Rocky Paint Raz1 1 OD fejt; THENCE South 30 degrees 49 minutes 30 seconds West`t 50.10 feet THENCE Forth 7 degrees 05 minutes 20 seconds West, 100 feet; THENCE North 80 degrees 49 minutes 30 seconds East 150.10 feet along the westerly side of Rocky Point Road at the point or place of BEGINNING. Page 4 _ ST-45116 PREMISES TO THE SOUTH KNOWN AS: District: 1000 Section: 021.00 Block: 01.00 Lot: 022.000 DEED#1: Grantor: Nicolas Chryssiadis and Dated: 11/30/1960 Katherine Chryssiadis, his wife and Recorded: 12/1/1960 Michael Thalassinos and Liber: 4914 Christine Thalassinos,his wife Page: 441 Grantee: Michael Thalassinos and Christine Thalassinos,his wife . DEED#1: Grantor: Michael Thalassinos and Dated: 9/26/2000 Christine Thalassinos, his wife Recorded: 10/5/2000 Liber: 12076 Page: 251 Grantee: Schembri Homes Inc. DEED#2: Grantor: Schembri Homes Inc. Dated: 6/14/2001 Recorded: 6/20/2001 Liber: 12125 Grantee: John McNamara and Page: 233 Patricia McNamara, his wife Page 5 ST-45116 DEED#3: Grantor: John McNamara and Dated: 2/11/2016 Patricia McNamara, his wife Recorded: 5/16/2016 Liber: 12864 Page: 536 Grantee: Patricia McNamara Last Deed of Record. 1 !Illll�ILII Illfl l�lll�lif-� (i Ilill�11f1 i1�1lf�l fllf own- Ilil�l�Il��EflI�II�IIIII SUFFOLK COMM CLERK RECORDS QPPICE. RECORDING' PAGE Typo of Instrument: DEED Recorded: 05/16/2016 Number of Pages: 3 At: 12:08:12 PM Receipt Number 16-0075404 TRANSFER TAX ER: .15-28729 . LIBER: D00012864 PAGE: 536 District: Section: $lock: Lot: 2000 021.00 01.00 022.000 EXAbMw AND CHARGED AS, FOLLOWS Deed Amount: Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $15.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCSG $15.00 NO EA-CTY $5.00 NO EA-STATZ $125.00 NO TP-584 $5.00. NO Notation $0.00 NO Cezt.Copias $0:00 NO RPT .5200.00 No Transfer tax $0.00 NO COmm.Prez $0.00 NO Fees Paid $390.00 TRANSFER TAX POOR: 15-28729 THIS PAGE IS 'i PART OF THE INSTRU3IkNT THIS IS NOT A BILL JUDITH A. PASCALE County Clark, Suffolk County C 2 d , RECOM Number of pares .2016 May•16 12308:12 FN JUDITH A.PASWLE CLERK OF SiIFF011C COUNiV '. This document will be public L p00014 record.Pfease remove all P 536 Social Security Numbers 0T4 15-28?B prior to recording. Deed/Mortgagelomurnent DeedJMortgageTaxStamp Aecotdin¢IFangStamps 3 FEES PM./FiRngFee 90*t8apAmt. 1.Italic Tax' Handling 20• 2-Additional Tax TP-584 .. !7(1 Sub TotalIL -- Notation Spec./Asch or ,EA•52171CouMt+) 5,f)® SubTotal�, Spee/Add EA•52171State) TOT,tir1TG.TAX iteral Tow Dual Caurti R.P:rs,A. ��.40 � Held•ierappoimiment ty , Comm.of Ed. S. 00 Trar6f.Cr Tax '�" Afltdaylc • i Mansion Tax t erffiMCopy The property eowred by this mortgage is or will be Improved by a ore or•two NYSSurcharge 15.00 Z famgydwelllagonly. Sub Total YES orNO ' Other - GrandTotal: if NO,see appropriate trac dause on p10ask a of this inst n+em. t/tr� , 16013824 1000 02100 0100 022000 1 S CommilnityPreservat(onFund analPioperty0MAY-Z1 Consideration Amount$y Agancy - CPF c Thtt: $ VerNkaUort • 6 Satisfactions/DlscharleReleasesUstPropp9grty0wnenMaigggAddress CORD&RETURNTO: Vacant Land Kan M.Smith 1727 V31tmns Memorial Highway TD Suite 206 TO 1 Islandia,NY 11749 TD MOM tol Judlth A.Pascale,Suffolk County Cterk 77 Title Company Information 310 Center Dr&v, Riverhead, NY,11904. Nemo' www.suffoW—yntyny:gov/clerk Titlat! 8 Suffolk County Recording & Endorsement Page , This page forms part of the attached -Deed Made, by; I..I I (SPECIFY TYPE OF INSTRUMENT) John*Namara and Patdria'Mddalnara ;he premises herein Is situated in SUFFOLK COUNTY,NEW YORK. TD In theTOWN of S0uth6d Pa43ala McWmarn In the ALAGE or HAMI.Er of 80xES 6 TNRU 8 MUST 3Ermsm OR PAINTED IN BIACK INK ONLY PRIOR TO RECORDING OR FILING. over t)nia6c D,�Anz"'18n3 0�Csyo�Co(myy¢pet) TRIS M EA7U a-&1ha l l*b dry of Febroary.two ftwand six%m BETV, JOAN MCNAMARA and PATRICIA MCNAMARA,husband and wife,residing 814205 Rocky Point Road,East Marion,NY 11939 Dial:1000, Sax:021.00 party of lice first part,and Block:01.00 Lot:022.000 PATRICIA MCNAMARA,residing at 4205 Bodey Point Road,East Marion,NY 11939 party of the salad pan, WaNessm,that the panyof the first part;is aoaaideratloo ofTen Dolbn and other vahrabk cmi lctillon paid by them of aho second play,does hereby great and release unto the pariy'of the scoond pact,the heirs m s uectum rod asslgns ofthe patty of the sarond part forever; ALL that ceresin plat.pit m or parcel of real property,with the bulldbV and*n5veinents 6=10 contained,SbA10' bing Old horn at Ext F4arkm;Toon ofSm tafd,Clancy of Suffolk and We ofNew Yori4 boWtdt:d W described as foliowa; . BEGINNING ata point an the westerlysWe of gocky Point Road distant 4366.41 fect(ahoutd360 feet Deed)northerly tion dee comas foamead by the ntteisectio m of rhe northerly lido of Mein Road(S.R.25)with the westerly side of Roclry Point Road;said point of 5egi sag being ft aonhssuerly ratrur of land now or foaocrly of Roscabcrg ltd the south—r9Prlycomer of rhe premises bertin dacsbed; RUNNING THENCE Souat$0 degrees 49 Mimes 30 sooncis West,ISO.to tat; THENa 14011107 dzgtees05 minutes 20 WW&Went,100;06 fact: THENCE Nash 80 degrees d9 minutes 30 wands East,150.10 frit Io the westorlyside ofRoeky Point Rood; THENCE Sash 07 degrees fly minuxs 20 sccoreds East along the westarty side ofRocky point Roan 100.00 fent to the po5rt ofPIW?of BEGIDINING. BEING AND INTENDED TO BE the smic pmnism conveyed to the petty of the ft part by deed dated Jame M 2001ricoT June 20®,2001 in the Met ofdre9ffolkCountyCtaitinLiberDODO]2125pagc233. TtOGMER with ail r;*side and'iotcrmk if any,oftha party of the forst part itt'and to-any sires s and raids abasing thrahove.dc=iecd prestlsts to the ecruu line thc=4 TOGETHER wh the appuaeamms and all the esuite lad rlghls of the posy of the fast pan in and to said prraniwn TO HAVE AND TO HOLD dee pranises blain$tarred unto the party of rhe second pan,the heirs or=raison and assigns of the party otthe'seoond pan forever. AND the petty of the first pati covertanu that the party of the first part has not dere or suffered anything wb=by the said premises haw bast crxionbemd in my way wftazerer,accept as aforesaid. ANI)the party of the first part in oempitance with Seaxlm 13 of the Lkn taw,covenants dtat the party of the fast part w01 relive the castsideration fort•this CWWgaese arl will hold the right to receive sock bonsideMdM as A taut fund to be applied fust far the purpose of paying the cost of lbe improvement and will apply this same first to the peytrr nt ofthe cost ofthe imp manic t2 before using any part of the tobi orbit slime for anyother purpose. The we*-pm)-shall be wmntsed as flit read"parties'whanever the sense of this indent" requires. IN WfrNESS WHEREOF the partyofthe fitstpart hm dutyascecutcd this decd the day and yar first above ori JOHN MCNAMARA,by . PATRICIA MCNAMARA,as agent CIA TttICIA M ARA r , STATE OF NEW YORK,COUNTY OF SUFFOLY SS.: STATE OF OF SUFFOLK SS.: On etre'llth day cf Febtvery,2014 Wo¢e j+e ti a undeesigasd, On the i.�h day of Fehnmy. before aK, the anderoipmd, pertooaliy.appeeted JOHN[ MCNA64W by PATRICIA petsonatly appealed PATRICIA MCNAWR,t, pasonaliy MCK►MAXk,"a aaeett,oarean&y lot to sae w pmvW to knam to me or proved to tno on dw basis ofsatisfataory evidatce in on the WL:t of$Wsfac1wy evidence to be the ixiividual(s) io be 6c lndivlthmt(s)wbose==(s)is(me)sub=bed Io dee whose dame(s)is(tax)aubsMbtd to the within iszcumerit and within instnnnent and`nkr*wladged to = %bat he/shcldM is bwwkdged to me fhst hehbelt wy'exeunnd the sem: in executed the sant,in his l=Al eir capckcws} *td that by hMwdtbeir eqaohy(kati ettd diet by hed�thair Vis)on hislbt tkiirsigtminin(s)on'ihe instiumcm the individtial(s)•ache the instttauew,dlebdilvlftxsk of the Fa=vpox btotf of W=Upon bdtalf of which the iodividud(s)acted,exeeuled the whfdt mo WivilAmKa)acted,executed the b mtrunnw. instnmteat KfM M.snsfTN Kim tit.9OTH RfWtvy Public.TA10 of haw Ytrw Riatary Pob1t025AiRt New w York Na 02Sh5�0994SS Quaill ed 1.49 uHolk Coutnty Ouai(liad In Sa 019 Corr'rty Commission Expiros 5eptember28,20 y �8rtwh(tittAnEnpirasSoptotsrhotpa.29�� . STATE OF NEW YORK,COUN1Y OF STATEOFNEW YORK,COUN"OF SS.: Oaths _ dayof 2Q--,hcf0M nkr.ibc undemigriod. On die day of 20_ ,beEw ehr undemigxd ,pamnalty ippeexd. ,the cub-nbing pe-vily appeared pe-soally lcnanm by me witness to the krcguiitg ittsttunW&with whom 1 tan p"Noruilly or proved to me on basis of vtiswary eodeace to be aha acquaimed,vow been by.me duty swan,did depose'od say thea tadivldual(s)whose(s)is(tan)subscaibta to the within iradameaa be/66kicy- rside(s) in and 9kA0 W9cd to ant t:'S W-Addn.>y executed the same in (if the place of residt nwc is in a elty,include the street sad area h a � Mcir cai*(ks),end ft by hiyk&Aheir sitpmeme(s)on .Dumber. if any, thereof) :• char Wsbd0tey knows) Atte tmpwnu t die 10dividUICS1 or the prison upon behalf of to be the imlividual de=%W in and who executed which-die indivldual(s)acted,executed the immutacat the foregoing izmaotot;that said iubsanbig win was pracat and saw said . exonac the same;lead that said witness at the same time subscnkd trislhe*Wr aacac(s) as witocn tbarcto• notary >+otur QUITCLAIM DEED ' SECn10N IYLI.tH) JOHNNOAKARAnnd PATRICIA Kom Ol.aO MCie aA_ tit 022.000 COUNTY oamwu Suffolk PAMUCIA MCNAMARA RETURN BY MAIL TO: Kim M.Smith Attorney at LAW 1727 Vtstrrarts Memorial Hwy,Suite 206 Islandia,New York 11749 Page 6 ST-45116 PREMISES TO THE WEST KNOWN AS: District: 1000 Section: 021.00 Block: 01.00 Lot: 030.003 DEED#1: Grantor: Abraham B. Rosenberg Dated: 9/30/1964 Recorded: 10/20/1964 Liber: 5635 Grantee: Frank S. Rosenberg and Page: 519 Margaret E. Rosenberg, his wife DEED#2: Grantor: Frank S. Rosenberg Dated: 12/27/1989 Recorded: 12/29/1989 Liber: 10990 Grantee: Margaret E. Rosenberg Page: 578 DEED#3: Dated: 1/31/1990 Grantor: Margaret E. Rosenberg Recorded: 2/2/1990 Liber: 11011 Page: 152 Grantee: H. Lloyd Kanev and Kaye E. Kanev, his wife Page 7 ST-45116 DEED#4e Grantor: H. Lloyd Kanev and Dated: 12/27/2012 Kaye E. Kanev Recorded: 2/25/2013 Liber: 12721 Page: 536 Grantee: Kupri LLC Last Deed of Record. Page 8 ST-45116 PREMISES TO THE EAST KNOWN AS: Rocky Point Road • IIii�C�C�IliICPC��1Cf1� �Ci1���1111�111�C�ilD��iC wiiin Ifiil�C��Ciflll�illCCiIC . SUMLY. COUNTY CIMN RECORDS. OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: ,02/25/2013 Number of Pages: 5 At: 01:17:33 PM Receipt Number : 13•-0021608 TRANSF ER: 2216339 LIBER: V00012721 PAGE: 536 District.• Section: Block: Lot: 1000 021.00 01.00 030.003 EXAMNED AND CHARM AS.FOLLOWS Deed Amount: $2,810,060.00 . Received the Following Fees For Above 'Instrument .Exenpt Exempt Page/Filing $25.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO ZA-CTY $5..00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Gert.Copies .. $0.00 N0. RPT $60.00 NO Tranatesr tai $0.00 NO Comm.Pres $54,700.00 NO F®os Paid- $55,085.00 TMSMM TA2 NEER: 12-16339 TRIS PAGE 15 A PART OF THE INSTRUMMT THIS IS NOT A SILL 0=11TH.A. PASCALS Counter Clark, Suffolk County o - 1 Tj Number of pages P.ECORLtEO 2013 Feb 25-01.17:33 FM =4TH A. PF=LE This document will be public GLEN OF record.Please remove all SUFFOLK MNTV L OON[2721 Social SeCUrity Numbers P"516 prior to recottling. LrTA 12-16339 Deed/Mongagt:instrument Deed I Mortgage Tax Stamp Recording I Filing Stamps 3 FEES Page/Filing fee Mortgage Amt- /7 . Ai, Tax Handling Oo !�1 —"'--- 7, Additional Tax TP•584 cub Tota! _ SpecJAssk. Notation or EA-52 1.7(Countyl _ Sub Total Spec:/Add.. EA-5217(State) TOT.MTG.TAX Dual Town—Dual County R P.7$A, Field for App�lniment Comm of Ed; S. 00 4 Transfer Tax Mansion ax AlTdaliit Thep efry covered by this mortgage is Certified Copy _ or w'I be improved by a arie or two NYS Surcharge )5 00 lam iydwellingonly. Sub Total ES a N0 Other Grand Totalif ,see appropriate tax clause on pagi ofthfsInstrument. 1000 02100 oloo os000s " -I Z' 4 Oi5i5 PTS ~� 5 Camrit 1[yFrasery on Fund Real Property �SFItt A Conadderatao Am nty !/� lax Sewice .IAN 9 Agency CPF-4-o.r 5 Verification 31l Improved 6 Sarisfactsons/Discnarges/Releases List Property Owners Mathiv Address RECORD&RETURN 70. Vacant Land r�0�1yt S?nra TD��Uy Tworm> .LAO,, .5� �If�, btabth 1Qt3p►�Ya� TO- 3]S D33 Walk aDmj�. t'o 8,7,g3Q8 TD Mail to!Judith A.PascaiLb,Suffolk County Cletk 7 Title Company information 310 Center OrN . Riverhead, NY '17901 Co.Mime Wt 14k Ltrt!!KL www.suHotkcauntyny.goy/clerk Titres ST 12. 06 e Suffolk County Recording}& Endorsement Wage T)ili page forms part of th8 attached Dei'* made by, 1ISPECrFYTYPE09INSTRU►nENTi The premises herein is situated in SUFFOLK COUNTY,NEW YORK TO �+ In tf)e TOWN of In the'VILLAGE or HAMLET of (<idlt BOXES b THRu a MUST BE TYPED OR PRINTED IN BLACWINK ONLY PRIOR TO RECORDING OR fIL WG. ove DA1&��4,%HT fiRrIP3=��;5,�•QD���"'� �G4i�NAPIT AisA'iTVST GRANTa7Rl�•+�• ': •� THIS INDENTUM made as of Dcc=bcr27,2012,between, fi.LLOYD KANEV,and KAYE E.KANEV having sa'address at 355 Rosenberg Road, Fire Road 3,PO Box 601,Gast Marion,New York,11939,party of the first part,and KBPARI LLC,having an address at 282 Washington Avenue,Brooklyn,New York, 11205,party of the second pact, ;. WffNESSETH, that party of the first patt,.•in consideraton of Ten Dollars and other v®luabic considtration,the receipt and sufficiency otwhich hereby are acknowledged,does heieby- Sura and please onto the party of the second and they heirs,executors;administrat,ots,successors and assigns forever, ALL s}iz�oortain plot,piece or parcel of land,situate,tying and being at East Marion,at the Town of Southold,County of Suffolk,and the SUM of New York,being rote particl:Wly described in Exhibit A attacheHereto and made a part hereof, Being and ietended to be die same premises as convryed to geantor,by deed to dem grantor recorded in Libor 11011 page 14g,Liber 11011 page 150,and : Taber 11011 gage 152. TOG—rTIZR with all right,tide and interest, if any,of Grantor in and to any streets and row abutting said ptr nises to the center lines thereof, �V.Er-16 T6GETHER with the appunenances and all the estate and rights of Grantor in and to said pr:2nrises, r W EIAVE AND W HOLD the premises herein granted unto Grantees and their heirs, bye.(D executors,administrators,successors and assigns forever. A,� AFiIB rM pa.:ry of the first part,covenants that the party of thcd5rst has not done or suffered --- anything whereby said premises have been encumbered in any my whatever,except as set forth hercin. AND the Tarty of the-first pan,in coarpliance with Section 13 of the Lien Law,covenants }bet the party of the Iasi part will receive the consideration for this convcysnrs and will hold the right to rtxeivo such consideration as a trust fund to be applied first for tho putposb of paying the cost of flue improvcmenr before using any part of the total of the same for any other purpose. ,be word""party"shall be construed ai if it read"partes"whenever the souse of this indemumso requires. Sr M WITNESS'WHEY8 Y,Grantor has duty excmted this deed on the date first above writer,_ Tax Map Distd ct 1000,Section 021.0U,B lock 01.00,Lot 030.003' Prop"Address: Rooky Point Road,East Marion,NY 11939 AS WITNESS H.LLOYD KANEV 6e-Ktgv V STATE OF NEW YORK,COUNTY OF SUFFOLK,ss. On the 27th day of Mcentber,2012,before me,the undemi*d notary public,personally appeared H.LLOYD KANEV and KAYE E.KANEV,personally known to roc or proved to me on the basis of satisfactory evidmtoa to be the individuals whose manes ars subscribedio rhe within instrument and acknowledged to me that they executed thx same in their capacity,and that by their signatures on'6i;*.mstrument,the individuals,or the person upon behalf of which ifie individuals acted,exewtod the instrument. Notary Publi Robin Curran Nmry R64r,Stara of New YO& .(( tio.tttCt1989HM SAIL Comm t Ex�htas Fa2t t7, �� 1f O1� OD3.t t73 d MC r,I o a' NEW YORK METRO s'� Y aw 252.822 t585fax tine imurarce company st+i+arattttewYotktmm SCHEDULE A—DESCRIPTION Title No.: ST12.16016 AIbILI T 12t.U12012 ALL that certain plot,piece or parcel of land,situate,lying and being in the Hamlet Of East Marion, Town of Southold,Coaanty of Suffolk and State of New York,kho*n-as and'by Lot No.2 on a certain trap entitl&d," &toff Map for H.Uoyd Kanev"riled Kay.9,200 in the Office of the Clerk of the County of Suffolk as Map No. 11523;said lot being.mole particularly bounded and described as follows: EEC1NW—NG at a re-bar set on the westerly side of honky Point Road distant northerly 4,297.62 feet from the conger fof ted by the intersection of-the northerly line of Main Road(New York State Route 25) and the westr:+'ly side of Rocky.Point Road;said point also being the division line between the pramiscs Ding described and iand now or forraerly of East Marion Woods Horrteowne'rs Association Inc.; RMI WJWIG THENCE along sz`id division line South 75 degrees 38 minutes 40 seconds West.867.40 feet to a concrete monument and land now or formerly of Sy Ghassemi and Catherine P.Ghassemi; 2'„$Ii NCE.,long said land the following two(2)courses and distances: Nota 13 degrees 23 rrg nutes 50 seconds West,439.36 feet to a concrete monument; North 13 degred 59 minutes 40 seconds West-ftough a kc-bar and pipe.913.99 fat to a tie line of s pa iat S7igB3 watermark of Long Island Sound; THENCE along said tie Bine forth t9 degrees 27 minutes 43 seconds East, 10.6.80 feet to the division line between premises.being described and Parcel 1 shown on"Setoff Map for H.Lloyd Kanev',riled 56912007 as Map No. 11523: ,j,flZNCE along said division line and along the division line bet-ten premises being described and Right of"Y'Vay as slivon on survey trade by Nathan Taft Cotwin III Land Surveyor,dated 12J21/2012 the following four(4)courses and distances: South 61 i3ega eea 58 rninutss 21 seconds East.401.04 feet; Soutb 83 dtpv_es 31 minutes 48 seconds But,124.91•feet; North 60 deg=s 40 minutes 51 seconds East,104.95 feet; North 4.5 demos 00 mdnutes 20 seconds East.216.77 feet to the division line between premises being desori6,:d and Lzi No. 1 as shown on"Map.of Stratmors Estates"filed?J20/ 1963 as Map Na.3723; THENCE along said division line and along the division lint:between premises being described and Lot Nos,2,5,6,7,g and 10 and Stra'tmrs Road as shown lire"Map of Stratittors Estates"filed 212011963 as Map No.3723 the following five(5)courses and distances; South 13 demos 29 ratinutes 40 seconds East, 188.19•feet to a concrete monument; South 79 deg&es 01 ritinutes 20 seconds West,186.47`feet to a re-bar; South lo'doWees 14 mutes 20 seconds East, 193.38 feet; South 11 degrees 23 minutes 30 seconds East;250.47 feet to a re-bar; ,r. Norah 77 degraff,30 minutes 40 seconds Fast,225.27 feet; THENCE along the division line batwr en premises being described and Loi No. 10 as shown on"Map of Stratm&s!✓states°`filed V2011963 as Map No.3723 and land now or forrnerly of Cscorge Megdanis and�nlomlate iasris,land now or formerly of Lconi'das Tsatnpas,Aspacia Tsampas,Konstantia pierrakeas,Irene Sakoulas.and John TsarAlm,land now.or formerly of Irene Nanos•arid Stellos Nanos, landlnaw or foimerly of Nicolas Chryssiadis and Katherine Chryssiadis'and land now or fomxrly of John McN,aenp;d and Pati icia.McNwnara South 07 degrees 05 miitutes'20 seconds East,563.64 feet; ! THENCE sdli along land now.or formerly of John McNamara and Patricia McNamara Notch 80 degrees 49 r±inutz 30 socotids Fast., 130.10!feet to the westerly side of Rocky Point Road.; Tim. 10E along said waswrly side of Rocky Point Road the following two(2)courses and distaners; South 07 dues Os manutes 02 seconds Past,4.29 feet;and So�ei 0S degreees 59 minutes 50 sed6ndS East.74. 5D feet to the re-bar set on the westerly side of Rocky Poi*Rood,the poinE or place of BEGO IN.G. TO6 $EF.1 WITH a 13riveway Easement made by H.Lloyd Kanev and Kaye E.Kanev,dated 12J27t 012€o eit:;y recorded in the Off= the Clerk of:t1>e County of Suffolk V anting a 50-foo[ wide caseins!t over southerly portion of SCTM: 1000—021.00—Ol.00—430.002(also known as Parcel 1 as SetoTf Alxp for H.Lloyd Kanev.filed 519/2007 in the Office of the Clerk of the County of Suffolk as 11523) 141'ap i i t Page 9 ST-45116 Liability hereunder for any damages hereunder is limited to$25,000.00.Such liability extends to an act which constitutes gross negligence by this Company in failing to report any properly recorded/filed lien or encumbrance for which a search has been made. No claim for damages shall arise unless payment of all charges for this report has been made before such claims arise and further that the prospective purchaser, lender,lessor/lessee, his attorney or his agent had no knowledge of any lien,encumbrance, or defect not shown for which said search has been made. ABSTRACTS, INCORPORATED BY: Thomas J.Turano Senior Vice President TJT: State of New York) County of Nassau )ss: On the 26th day of March, 2021 before me personally came Thomas J. Turano to me known to be the individual who executed the foregoing Single and Separate Certificate, and acknowledge that he executed the same as Senior Vice President of Abstracts, Incorporated. NOT PUBLIC KATHLEEN CRISAFI Notary Public,State of New York No.09CR5058841 Qualified In Nassau County f:ommission Expires April 15,Qdao-z -ABSTRACTS, -'{ INCORPORATED'" 100 Garden City Plaza,Suite 201,Garden City,NY 11530 516.683.1000 Fax:516.683.0089 123 Maple Avenue Riverhead,NY 11901, 631.369.0200 Fax:631.369.0199 `Reply to our Garden City Office Wednesday,May 5,2021 Page 1 of 1 Beth Dubas _ PO Box 162 South Jamesport, NY 11970 Account Number: 246 Search Number: ST-45116 Order Details: Ordered: 3/8/2021 Customer Reference: Premises: 4305 Rocky Point,East Marion,NY 11939(Suffolk County) Date Description of charges Amount Sales Tax* Payments Amount due 3/8/2021 Single &Separate Search $375.00 $32.34 $0.00 $407.34 3/8/2021 Credit Card Payment ($375.00) ($32.34) $0.00 ($407.34) 5/4/2021 Liability Insurance for Co-Ops $75.00 $0.00 $0.00 $75.00 * Sales Tax for Suffolk-8.625% Charges: $75.00 Please make checks payable to: Sales Tax: $0.00 Abstracts Incorporated Payments: - $0.00 100 Garden City Plaza,Suite 201 ' Total Due: $75.00 Garden City,NY 11530 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Please return this portion with your payment Name: Beth Dubas Invoice Amount: $75.00 Amount Enclosed: $ [ ] Please apply payment towards Search Number ST-45116. [ ] Please apply payment towards balance under Account Number 246. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to Abstracts Incorporated Town of Southold Tax Map Inquiry 3/30/21,9:43 AM r1�t Town of Southold Tax Map I ®o1000* 44 • : '.. s T+r +'�► ' 1000-21.-1-21 flow, :� al�r .: ACREAGE 0.35 �. .'f,Ir BTCAMP Vacant ' . PROTECTED C A- 0 '� USE Residential V& AD mac �'° ti M►Y` ZONING R-40 M Ey„ ! ZS IT PL 0.00 ` S P LITCAT ?it 4I ZACRES 0.00 FW ET 0.00 MWET 0.00 CEHA 0.00 . � Zoom to r*`�' � ,s� �•! -i��..�'�� �.- �• ��^��-.. „� . gyp.-. � '� � �\, r. a ✓ +-RR r �� .�r,,,.��� �`•.� i� �'�.-�.� ,fes., https://tos.maps.arcgis.com/apps/Solutions/s2.html?appid=lb4d46la4ebc44Obal9d25e98eb3fa9O Page 1 of 1 Town of Southold Tax Map Inquiry 3/30/21,9:44 AM f� ! Town of Southold Tax Map I • : Q y q tx. K � V _ P" 1000-21.-1-20 ACREAGE 0.36 BTCAMP Medium Density Residential PROTECTED CF USE One Family Year-Round Residence ? : AD P V „± ZONING R-40 „ * ZSPLIT 0.00 SPLITCAT ZACRES 0.00 ° ',s'1 FWET 0.00 MWET 0.00 . ' , • ,y T 6 Zoom to 6 do y f , R a, https://tos.maps.arcgis.com/apps/Solutions/s2.html?appid=1b4d461a4ebc440ba19d25e98eb3fa90 Page 1 of 1 Town of Southold Tax Map Inquiry 3/30/21,9:44 AM s1't Town of Southold Tax Map I ®� • : � . . 1000-21.-1-22 ACREAGE 0.35 BTCAMP Medium Density .. PROTECTED CF ry �' USE One Family Year .y Residence ' , • AD f , . ZONING R-40 £' ZSPLIT 0.00 r ` "a 3 SPLITCAT 1° ZACRES 0.00 FW ET 0.00 MWET 0.00 ►'.:. ,. Zoom to https://tos.maps.arcgis.com/apps/Solutions/s2.html?appid=lb4d46la4ebc440ba19d25e98eb3fa9O Page 1 of 1 Town of Southold Tax Map Inquiry 3/30/21,9:44 AM A Zel '4k / .Y 01 SINN A W i v 1000-21.-1-30.3 �e R ACREAGE 19.00 . BTCAMP Low Density Residential j - - *** - PROTECTED CF USE One Family Year-Round - ', „ Residence " pi < + i AD .. ZONING R-80 ZSPLIT 1.00 ' SPLITCAT R-40 �� ' „�•-, ZACRES 0.65 "' FW ET 0.00 s . M W ET 0.00 ., . Zoom to . ' -.1%7—: https://tos.maps.arcgis.com/apps/Solutions/s2.html?appid=lb4d46la4ebc440bal9d25e98eb3fa9O Page 1 of 1 —Bargain and Sale Deed,with Covenant against Grantor's Acts—Individual a Corporation(Single Sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY_ THIS INDENTURE,made the 10th day of June,in the year2021 BETWEEN Mary Chryssiadis as Trustee of the Katherine Chryssiadis Intervivos Trust Agreement Dated 6/14/2007, residing at 19 Indialucie Parkway Stuart,FL 34996 party of the first part,and Rocky Pointe,LLC 4305 Rocky Point Road East Marion,NY 11939 party of the second part, WITNESSETH,that the party of the fust part,in consideration of 10.00 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 in the SEE SCHEDULE'A'ATTACHED 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 parry of the fust 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 fust for the purpose of paying the cost of the improvement and will apply the same fust 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: Mary Chryssiadis as ,.tees of the Katherine Chryssiadis Intervivos Trust Agreement Dated 6/14/2007 SCHEDULE A Description Title Number:EL-2021158 ALL that tract or parcel of land situate,lying and being at East Marion in the Town of Southold,in the County of Suffolk,State of New York,bound and described as follows: BEGINNING at a point on the westerly line of Rocky,Point Road,about 4460 feet northerly along said westerly line from the Main Road,said point of beginning being the northeasterly corner of lands of McNamara and the southeasterly corner of the premises herein described;thence running in a southwesterly direction along the northwesterly line of said land of McNamara 150.10 feet;thence on a northwesterly course along land of Kanev 100 feet to the northwesterly corner of the premises herein described;thence along land of Nanos 150.10 feet to the westerly line of Rocky Point Road;thence in a southeasterly direction along the westerly line of Rocky Point Road, 100 feet to the point or place of BEGINNING. ALSO DESCRIBED AS SURVEYED-Survey made by Kenneth M.Woychuk,last dated March 28,2021: BEGINNING at a point on the westerly line of Rocky Point Road,said point being 536.64'southerly from the intersection of the westerly line of Rocky Point Road and the southerly side of Stratmors Road,and running thence: 1.Along the westerly side of Rocky Point Road South 07 degrees 05'20"East a distance of 100.00 feet, thence 2.South 80 degrees 49'30"West a distance of 150.10',thence 3.North 07 degrees 5'20"West a distance of 100.001,thence 4.North 80 degrees 49130"East a distance of 150.10'to the point or place of BEGINNING. AMENDED 6/10/2021 ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State ofNew York,County of Rockland ,ss: State of New York,County of ,ss: On the 2nd day of June in the year 2021,before me,the On the day of in the year before me,the undersigned,personally appeared Mary Chryssiadis undersigned,personally appeared ,personally known to me or proved to me on the basis of ,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)w se nam(s)is(are) satisfactory evidence to be the individual(s)whose name(s)is(are) subscribed to the within instrument d ac ledg to me that subscribed to the within instrument and acknowledged to me that he/shelthey executed the same in er/ ' capa ty(ies),an that by he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the m e' ividual(s) r the his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the i divi (s) ted,exec d the person upon behalf of which the individual(s)acted,executed the r instrument. instrument. D VID R Notary P b N York QwN ROM County �A Tres SGM IS, (� ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS TAKEN ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK IN NEW YORK STATE STATE State of New York,County of ss: ;State of County of ss: '(Or insert District of Columbia,Territory,Possession or Foreign On the day of in the year before me,the County) undersigned,a Notary Public in and for said State,personally appeared ,the subscribing witness to the foregoing instrument,with whom On the day of in the year before me the I am personally acquainted,who,being by me duly sworn,did depose undersigned personally appeared and say that helshelthey reside(s)in Personally known to me or proved to me on the basis of satisfactory (if the place of residence is in a city,include the meet and street number if any,thc=o; evidence to be the individual(s)whose name(s)is(are)subscribed to the that he/she/thcy know(s) within instrument and acknowledged to me that he/shelthey executed the same in his(hedtheir capacity(ies), that by his/her/their signature(s)on to be the individual described in and who executed the foregoing the instrument,the individual(s)or the person upon behalf of which the instrument;that said subscribing witness was present and saw said individual(s)acted,executed the instrument,and that such individual make such appearance before the undersigned in the execute the same;and that said witness at the same time subscribed his/her/their name(s)as a witness thereto (add the city or political subdivision and the state or country or other place the acknowledgement was taken). Bargain and Sale Deed With Covenants SECTION:021.00 BLOCK:01.00 Title No. LOT:021.000 COUNTY OR TOWN:Southold TO RETURN BY MAIL TO: DISTRIBUTED BY YOUR TITLE EXPERTS The Judicial Title Insurance Agency LLC 800-281-TITLE(8485) FAX:800-FAX-9396 : Cer e ' i e "by `RES'Aack;Wieb 5,oft a e pi _0 -comm,--mCance ',,ertifficate Project 4305 ROCKY POINT RD Energy Code: 20111,tECC Location: Southold, New York Construction Type: Single-family Project Type: New Censtracti`bn Conditioned Floor Area: 1,651 ft2 Glazing Area 13% Climate Zone: 4 (55,72 HDDY Permit Rafe: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 43051.ftOCKYPOINT RD Burton Dorfman robert higgins architect. -EAST MARION,"NY SG Bidden acres path wading river,NY 11792 > _ s., i s.,`, x• ag S;�',, � 4�,fi A � �iStts I'd �7 ��� bt A:�§� � �v ��a Compliance: 6.6%Better Than Code . Maximum UA: 442 Your UA: 413 µ Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code Index reflects how close to compliance the house is based:on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a.minimum-code home. Envelope Ass,embfies, Gross Area cavity "Cont. U-Fartor ITI A Assembly, or . R-Value R-Value Ceiling: Flat Ceiling or Scissor Truss 1,424 30.0 0.0 0i035 50. Ceiling 1: Cathedral Ceiling 196 30.0 0.0 0.034 7 Wall: Wood Frame, 16" o.c. 2,945 21.0 0.0 0.057 140 Door: Solid Door(under 50%glazing) 75 0.400 30 Door 1: Glass Door(over 50%glazing) 84 0.300 25 SHGC: 0.30 Window Wood Frame 330' 0:300:, 99' SHGC: 0.30 Wall 1:Wood Frame, 16" o.c. 166 15.0 0.0 0.077 13 Floor:All-Wood joist/Truss 563 38.0 38.0 0.013 7 'Floor-1:Aif Wood jtciist/Tmss 1,260 30`:0 1-1a:0 --,0;033 42 Compliance Statement: The proposed building design described Aion with the building plans, specifications, and other calculations submitted with the permit application.The proposedn designed to me "e 2018 IECC requirements in -REScheek Version :-REScheck-Web-and to comply with the mandts-listed-i - EScheck-Inspection-Checklist. ROBERT HIGGINS ARCHITECT5/20121 me-TitleSi Date Projeet Tatie: 4305 ROCKY POINT RD Report4ate: 0512.0/21 Data filename: Page 1 of 9 SES, -ch •Slof ware`!e r-s%Drt:F•.RS.chec Wpb - -Enerav Code. 2:Q.18JECC :Requirements: 89:0%fl were addressed;di:rectly;i.n the REScheck, .software Text in the "Comments/Assumptions" colurnn;.is prov.ided::by.th.e,user,in,the.REScheck.Requirements.screen:.For,each: requirement,the user certifies that a code requirement will:be met and how that is'documented, or that an.exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verofied Field Verified Pre lnspection/Plan;'Review4 Comphe5? Comments/AssUmptions Value - Ualue 103.1 `Constructiondrawings and: '©Complies ;Requirement.will be met. 103,2 documentation demonstrate11�Does Not ,-IPR1:]2 ;:energy code compliance-forthe 'building envelope.'T.hermal E n Not Observable +envelope represented on Not Applicable i construction documents.. 103.1. I Construction<drawings. andr } MGomplies Requirement.will.;be meta 1012 'documentation demonstrate r _" v};[]Does Not 403.7 ,:enemy Bade corxlpliance=for [PR3]l lighting.and.mechanicalsystems fNotflbservable p 0 Systems serving multiple 7UNot.Applicable ; dwelling units must demonstrate , compliance with the IECG Y � 'Commercial'Provisions. 3i)2,1 Heating and coaling equipment is,-•:Heating: ; .Heating: iQcom.plles Requirement will be met. 403.7 ;sized perACCA.Manual5.based Btu/hr ' .Btu/hr I]Does:Not [PR2]2 on loads calculated per RCCA ' Cooling: Cooling; 'ONot Observable J _ Manual J or other methods ; Btu/hx ; Btu/he QNot` r �f approved by the code official. °Applicable Additional Comments/Assumptions: 1,1 High Impact(Tier 1) 2;'::Medium Impact(Tier 2) 3':Low Impact(Tier 3)' Project Title: 4305:11OCKY;POINTAID Report•date: 05/20/21 Data filenames' Page 2 of 9 ' ` ' � - � � � � � . lit'9' ommen lb protective covering is installed to ElComplies !Requirement will be met. protect exposed exterior insulation T]Does;Not and.extends a.minimum.of..6..in..bdow grade. 11 40_11`9k,� 1 Snow-and ice-melting system controls ZIComplies Requfrement will be�met. 'jOlDoes Not !.[]Not Observable; ;E]Nbt Applicable Additional Comments/Assumptions: ` It 1 J.High impact(TTler 1) Medium Impact(Tier 2) act(Tier 3) Pr.oject Title: 43G5:.ROCKY,.POINT RD Report,date: 05/-20/21 0atafi|enanme: Plage - of - ' -- Section Pfans Uere�ied Field Uers€ied franrrng/Hough fn tnspett�on Value Value Cpip _ies� CommentslAssumpt�ons ,` &FteID : , = " 403 6Etequirement will tie met. ` .b Automatic or gravity dampers are'( ' C1Compiies , (fR19iz installed on ail outdoor air L'DoesNot ' intakes an exhausts.. --EINot Observable. ' a- 3 ` Y t a ' E]Not Applicable Additional Cornments'/Assume tlens: i 7 It fI i 1 i i •High'lmpact(Tier 1) 2 .Medium Impact(Tier 2) 3 ,Low',lmpact(Tier 3) Project Title: 4305 ROCKY POINT RD. Report date. 05/20/21 Data filename: Rage,5 of 9 Section c on.;. Field e ri nsu ation.,inso-'e1PialueOnI's? Comments/Assumptions ;: All installed insulation.is,label'edi- T] , Value -3 �---"� Complies Does Not ,4`1 or the installed R-values E] `Qprovided. Not Applicable 6� 402.1.1, !Floor Insulation R-value, R- Rr Ucomplies ;See the,Envelope Assemblies .402.2.61 table for values. [IN1]1 Wood- Wobd', :E]Does Not Steel Steel ;E]Not Observable []Not Applicable 303.2. :Floor insulation installed per Complies :Requirement will be met. 402.2.8 'manufacturer's instructions and .______0DoesNot [IN2]1 in substantial'contact with the EINot Observable :underside of the subfloor, or floor _4 _ i :framing cavity insulation is in -JINot Applicable ZQ ,contact with the top side of sheathing,or continuous iinsulatlon-is Installed on the underside of floor framing:and- extends from the bottorr to the F ,top of all:perimeter floor framing o .members. 402.1.1, Mall-insulation,R-value.,,If this'is a: R- ,,R- UCompfies �;See the Envelope Assemblies ;table for values. 402.2.5, 'mass wall with at least 11/2 of the d ❑.Wood I i 0,.Woo UDoes Not ,402.216 walL insulation on the waltz.. . ; i ;El Mass EY mass ;E]Not Observable JIN311 exterior,the exterior insulation : requirement applies(FR10).. 0 Stee[. F1 Steelx ![]Not Appricab.fe 303.2 Mall insulation is installed per Elcomplies Requirement will:be met. [IN4]1 manufacturer's.instructions. LJ Does Not, ;phot Observable tlNot Applicable Additional Comments/Assumptions: I High Impact(Tier.1) Medium.Impact(Tier 2) 3 Low-impact(Tier.3)- .Project Title: 4305-ROCKY POINT RD Report date: 015120121 0.ata,filenarne: Page.6 of*9 Section plans Verified ;;Field Uer�fted `Final inspectionProvisions'. ComplGes? CommeeetslAssumpt�ons ':Value`. Value 'A Re 402.1.1, Ceiling insulation R-value. R-_ R- 10complies See the Envelope Assemblies 402.2.1, Wood ," Wood ;Does Not ;table for values. 402.2.2., j E]'Steele Steel- '[]Not-Observable 402.2.6 INot Applicable .; [Flip ; 1 i 303.1.1.1,~Ceiling insulation installed per F xs r`_ -]Complies ;Requirement will be met. =i 303.2 manufacturer's instructions. i Does Not E [FI2]1 Blown insulation marked every _}[]Not Observable 300 ft'. QNot Applicable X02'.2 3 .;Vented attics with air permeable h L7Complies ;Requirement will be met. (F122]2 ;insulation include baffle adjacent " 4 sl]DoeslVot to soffit and eave vents that i = flNot Observable lex tends over insulation. Not Applicable s 402.2,4 'Attic access hatch and door 1 R- R OComplies Requirement will be met. [FI3]1 ;Insulation 2:R-value-of-the ;Does Not :adjacent assembly." '[]Not Observable 'ONot Appli cable 402.4.1.2 !Blower door test @.50 Pa: <=5 ACK 50= ACH 50complies Requirement will Bernet50— El [FI17]1 ach in Climate Zones 1-2,and ; Does Not <=3 ach in Climate Zones.3-8. -[]Not Observable ❑Not Applicable 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ;[]Complies ;Requirement will be met. [FI27]1 !determine air leakage-with ftz ftp ;oboes Not ;either:Rough-in test:Total ONot Observable 'leakage measured with:a ,[]Not Applicable ;;pressure-differential of 0.1]nch ;w..g.across the system including ;the manufacturer's air handier enclosure if installed at time of. test.Postconstruction test:Total leakage measured with a ;.pressure differential of 0.1 inch ;w.g.across the entire system inclu iing'the manofacturer's`air handler enclosure. I 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;D:Comp[ies Requirement will 6e met. [F14]1 cfm/100 ft2 across the system or ftz ftz l]Does Not <=3 cfm./100;ft2 without air {[]Not Observable l`handier @ 25'Pa.For rough-in ;[]Not Applicable tests,verification may need to occur during Framing Inspection 403.3.2.1 ;Air handler leakage designated fl ;(]Complies Requirement will be met. [F124]1 by manufacturer at<=2%of I ;Oboes Not design air flow. s +[]Not Obsenrab7e `3 g�7Not Applicable ' � f 403 1 1 Programmable thermostats = J ;i]Gomplies Requirement widGbe met. [Fl9]? installed for control',of primary G Y ,Does Not heating and cooling systems and phot Observable . initially set by manufacturerto l apNot Applicable code specifications. = 44. 403 1 2 I'Heat pump thermostat installed f r DComplies Requirement will be met. on heat pumps. 'El Does Not Observable t D'Not Applicable ; 4b3"'5 3 ?Circulating service'hot water ,, OComplies Requirement will be met. jF111]� systems have automatic or y ° (]Does Not ,f ,accessible manual controls. p4Vot Observable. Ni S. .iQNotApplicable '. 1 High.impact(Tier 1) 2';;Mediun�`impact.(Tier 2) 3.: `.tow']mpact(Ter3] Project Title: 4305 ROCKY POINT RD Report date:. 05/20 /21 Data filename: Page 7 off 9 `~ � ' - ' UNo observable plansSection :`# 'iFinai Inspection Pr .'Value Value _ ;Manufacturer cturer manuals for Elcomplies ;Requirement will be met. .1,: ,- ffl1813'---'-','mechan1cal and water-heatingEboesNot systems h ave been provided. E]Not Observable ONot Applicable ,-Additional Comments/Assumptions: I J#ligh-lmpact(Tier 1) [,`,2,.','JMedium Impact(Tier 2) Impact(Tier 3) Project Title: 4305 ROCKY POINT RD Report date: 05/20/21 Data filename: Page 9 of, 9. L 1 MCC ,Energy aM Insulation Rating R-Value Above-Grade Wall Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 Heating cooling L L Heating System: Cooling System: Water Heater: Name: Date: Comments S.C.T.M. NO. DISTRICT: 1000 SECTION: 21 BLOCK: 1 LOT(S):21 STRATMORS ROAD WELL LP DWELLING W/WELLWATER 100' LP 180' 142' WELL DWELLINGI DWELLINGW/WELLWATER W/WELL WATER 100' 54, w & SEPTIC OVER 150' LAND N/F OF P1 NANOS FAMILY 2013 O1 —IRREVOCABLE TRUST of — 143' N 80049'30"E 150.10' f EL 51.0 CL 48.8 SILT FENCE EL 54.0 DRY WELL EL 54.7 , -,1 DRY WELL PROPOSED 8'DIAx4'DEEP p �ST NC,�N v Z PROPOSED LIMIT 16.9 �` /8'OUIx4'OEEP BJIRANCE o O \\ O OF DISTURBANCE t (52.5)+ (52.0) o13,000 S.F. ::1:24;0'•::'::'::::: - �" PROPOSED SOIL `•:'::'::"{f:i(`•:•{r';}; CONCRETE WASH OUT AREA t?Ii IN BED OF PROPOSED DRIVEWAY. z o STOCK PILE AREA PROPOSED 'GARAGE:::'•c — �' "::GF(52.5):•:•N P POSED DRIVEWAY E In _ Tri rr.. 5 0 0 -- _ ...............•• .. EL 54.4 � 4:D` :''?.';':;;::'.:.;'•`'`:.::.. 40.0' EL 55.6 i PROPOSED :;:::':`:;' N EXP STY ERM.•:::':::: PREP y :••rr:DWEWNG•::•:•;..;.;o o::::r:•:4 BEDROOMS,•:g LP FFL(56.0):........... 0 ; : 3 68.0' -: :: : : O a ce Cz Cn '••.•.:32.0':':•.:::::':'•:•::':•: f0'MIN (54.7) (54.5)4 BEDROOM SYSTEM 1 10' Ate' W 1250 GAL. S.T. O , (1)8'DIAx12'DEEP L.P. 104 PROPOSED 1 16' 8 DIAz4 DEE 1 7.1, CD 110' WELL WATER LINE / EL 54.0 J EL 57.8 SILT FENCE CL 52.0 EL 59.0 S 80049'30"W 150.10' W��arER LAND N/F OF PATRICIA MCNAMARA DWELLING WELL W/W ,pOWATER I I WELL LP O W MIN. VACANT 75' -- - SEDIMENT ON SITE HAY BAIL AND/OR SILT FENCING - DWELLING W/WELL WATER a. SEPTIC OVER 150' 3 =�— 133' 04 q •.: ELEv. 22.8 DRAINAGE CALCULATIONS: OL OR BROWN 1 8, v" CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED LP DY LOAM :3/4`STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. I.FILL TO 18' (Min.)ABOVE EXISTING GRADE FOR DRAINAGE. A) DWELLING FOOTPRINT-1,904 SQ.FT. SP BROWN 1,904 x 0.166=316cf REQUIRED SAND 3.0' (2) B'DIA x 4' DEEP ORYWELL=338cf PROVIDED TYPICAL DRYWELL CROSS SECTION B) DRIVEWAY=985 SQ.FT. SP LOAMY (CONC. PRECAST COMPONENTS) 985 x 0.166= 164cf REQ. SAND 3.3' TYPICAL SILT (1) VDIA x 4' DEEP DRYWELL=177cf PROVIDED 8'SIM FOR!»N-TRUM SWUNG SCREEN SECTION 8'SLAB FOR TRAFFIC WRING PALE APPROVOO INLET PM G��ST FRAME AND APPROVED DURST PIK GEOTIXTILE FABRIC +aN.s'ou. ow�R oRA� m PoNrs TYPICAL CLEAN OUT MSANCM Pncxm+�Y+ PFFaclaim+ /+' WOOD OR POSTS SW & 13 ElFLOW DIRECnON SLATE OR GRAVEL ® CJ ❑❑ SUITA13E COVE STOPPER END EXCAVATED AND OR PLUG BACKFILLED TRENCH EXISTING GROUND NO WATER - f 30' ELBOW — 17' _ - - 60' WYE MARCH 28, 202c1 11 I I K. WQYCHUK LS — d• TMINIMUM FLOW-� LXMIN. 8' ZONED R-40 BACK FILL MATERIAL TO BE NON-CONFORMING LOT CLEAN SAND AND GRAVEL FRONT YARD SETBACK: 35' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDEYARD SETBACK: 10' MIN, 25' TOTAL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS REAR YARD SETBACK: 35' MIN AND OR DATA OBTAINED FROM OTHERS. AREA: 15,000 S.F or 0.34 ACRES ELEVATION DATUM: NAVD88 ------— UNAU7HORIZED ALTERATION OR ADD17ION TO TVIS SURVEY IS A VIOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777J77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ROCKY POINTE LLC; MAP OF: STUART TITLE INSURANCE COMPANY; - r FILED: SITUATED AT:EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #221 -61 SCALE 1 "=30' DATE:MARCH 28, 2021 { PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S,CTAC NO, DISTRMT: 7000 SECTION: 21ex( wl: I 1_(1T(S):21 5TRATEC-SM14 ;r11� WELL ITer Line(s) i1U3" QA Ensced By The Sufibll< CCL i-,- kepi. Of E-le lg,� Services: �OWEW > Call 8:5-2-57 4i3 E•bu�s in advance, y�• t E DWEWNG DWEWNG WELTf WELL t�/�lEZ1,�u�TEa? � tv tS�ATt�t, LAtV€7 €J/F OF �ti`M FAVILY 2201-3 � N IAnvor-ABLE TRUSTNT 80049' F {` CL 4 B EL 54:' •k we � 5" f c � BEES- � .N...eca-v at off. �93���:��° '�09� .��CjB✓b16' ild �,uxr erELt � , zn. ' ���,a'ou�alze� �4Si ,�t1 -,� c For ���iW23E"y �k'I!^,I. OF Daft FawE (521.5) . (57.0) 1` n { �t •r` ^p yy 13.0 SF. 74O - '° tE � g! Depart il�s1 ti of Car-km ZtSPr OW AM c sro EFILE A �(; 26` PROPOS€0 € -4r EL 54-A w4 PRon-Ot�O .t EXP .E.55-6 -5 o: :4 BE'OROONS c, LP t: x a'� 68:21' (54 7) (54.5 4 9E E1ftOOM STSTEM )�Y 1250 GAI- SZ, a 1C i AiAx4T ()}8'i1fAY92'DEEEP. 1'.P, PROPOSED 11,B. .-, 17:7* 1- f IMEELL 41tATE� LINE i f EL 54,E1 'U-R- SLT'FENCE CL 52.0 1 S30049'30"ti's' ISCA01 DWEWNG LAND ,I7/F OF 1 W/ ELL WATER PATRICto MCNAMARA DwEtt�x: SUFFOLK COUNT DE-FARTMENT OF HEAL71 SER S WELL PERN:1'r AOR APROVAL OS CONSTRUCTit>tI t=t3id Q► ( LP) VACAIvi SINGLI rIVA1L`I TZC'S113FMGE,ONL. B5' -- - - — -.- -U- SUFFIQENT FSITO AE SFTE 75� - _-- --- — -- - - Y mAY 1 4MAXII "srt� TCE14C Dr"cTP0. DE:DR(aa�Ofi;iss o> �Str =-� 1=ROM DATE OFPPROVAL XPIR5_ At ELEV. 22.8 DRAINAGE CALCULATIONS: OL 1)R BROWN i.8' CONSTRUCTION EWRANCE - FOUNEb1TEON OF COMPACTED L Y tow SfOtVE&.M OR AY,STATE 11,O.T.APPROVED,R.C.A. T� FEU. TO 0-{Minj ABOVE EXiSTMG GRADE FOR DRAMOE. A} ,DWEWNG F OTPRINT-1;904 Sa.„FT. SROM 1,904 x a 165-3Yfrcf REQUIRED SFr SAEViT 3-V (7 8 to 4 €lv"EP MR P.=33!ed PRO%q TYPfCAL 04YWELL GROSS SEt<i1Lk43 8) t7RtvZWAYc385 SQ:FT LOAMY (CONC. PRECAST COMPONEWM) 985 x 0.166= 164d REQ. SP SAND 3.3' relQ LSTET (1) 8'D1A x 4'DEEP DRYWEL1-177cf PROVIDED -_ .e'5..69 EM hW-7P,VW E VYW �f.RF N t•,itOAF 8`R.U'f37 t?1Ji7C wk"4 PACE A10 r amn OME01Z PARK fur �r ° A TYPICAL ELE)w OUT �' — i--7 +'—.Y RIiYN Q^tQ✓.Jif / iA 4r'il STOPPER END Q Q GRAVEL OR of VM- dR PLUG Q ex n:a�c a .� �•- cwt itl'fi,5xa NO WATER WME[E3Oi�JT7° i a6D' WYE MAf?CkE 213, 2021 . IE K. WOYCHUK LS t FLOW— MiLkR ZONED R--4.0 BACK1ML M L QBE NON-CONFORMING LOT FRONT YARD SETBACK 35' MIN 7HE WATER SUPPLY; WLLS. DRYWELLS AArD CESSPOOL SDEYARD SETBACK: 10' FAIN, 25' TOTAL LOCUTIONS SHOWN ARE FROM FIELD OBSERVARONS REAR YARD SETBACK- 35' MIN AND OR DATA OBTAINED FROM OT;PERS: AREA: 15,000 S.F or O.J4 ACRES ELEIiA7701V DAYVM.- NAVD88�__. UMAWHORIZES' ALTERA7701V OR ADDITION 7-0 IFAS SURVEY IS A WOLAPON OF SCCROq 7209 OF NE 'VEINY YoRK STATE EoucArm LAw. coptES or Tmis SU€2VEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL. NOT BE CONSIDERED. TO BE A VALID TRUE COPY. GUARANTEES. INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INST17V77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING P45777tITIDh; GUARANTEES ARE NOT 7RANSFERA&E THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A .SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE MOT INTENDED TO MONUMENT ;HE"PROPERLY L14VES OR TO GUIDE WE €RECRON OF F'ENCEZ ADD1770,IAL STI,''UC7URES OR AND Of-HER IMPROVEMENTS EASEMENTS A,,I�7' WEED UPILE'3S PHYSICALLY EVIDENT ON THE PREMISES AT THE 71MC Cr SURVEY �D�(11� 5tIf35�1FcFr1�'E S7Rt/�TCII7ES RECDRDEt� 2123 (1NiREC�1��E€� ARE f11€J7' t;Y1.'IRA�"� `'- " SURVEY OF: DESCRIBED PROPERTY CERTIFIED To: ROCKY PDINTE LLC; MAP OF: STUART TITLE iNSURANCE CWPANY; SITUATED AT:EAST MAM T4wN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK. COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 1193:1 "=30' d PHONE (631)298-1588 FAX (631) 29EI-1688 FILE #221 -61 SCAL€; 1 --30 D-ATEMARCH .2-8, 2-021 N.Y S. LISC NO. 050882 molmmtaining tho records of Robort J. Hennesog A: Rennoth M. f7o7chvk. S.C.T.M. NO. DISTRICT: 1000 SECTION: 21 BLOCK: 1 LOTS):21 #R'lV-21-0904 FrQ ® LC, 111 IC !I a Ca- 'j In MAR 3 0 2022 STRATMORS ROAD l I , BUiLLAN� TOWN OF SOt='� o (� DWELLING W/WELL WATER 100' IWELL 180' -142 --- -- _ �``\ I DWELLING �� DWEWNG: "' W/WELL WATER` f I W/wm WATER. 100 f Up. ` &SEP17C OVER 150' 54''LAYW N/F OF S. NAEd S FAMILY 2013 I ,NfREVOCABLE TRUST I / \ j N 80°49130."E 150.10' EL 51,0 vv CL 48.8 EL7 54:0 t EL 54.7 16.9' �1 DRY WELL \� / �`/8'DIAx4'DEEP o O \ Zo / EL 54.161 EL 54.8 0 ^ \\ LP"GAS TMIK 24 0 - \ N ❑ G-4G—G_G—G GARAGE a 1 \ C r y# / G GF 551, RCA DRIVEWAY BASE I -- I G I. \ ;18 0 B EL 54'.4 S. ` 40: C) SAN 14 BEDROOM SYSTEM H I pC T1os SYSTEM 1 1 :•.:...:...:..::..::: 1250 GAL S.T. I EL 55.6 I yryyIMMING'::: 8xJ (1)WOIA IVIDEEP LP. " A Bamov I I „.DWELLING LP I s.r. 1 r.._ FF4 585 g O 0 1 i 35.0' tV I. 40.01 irFkM 5x8" rO I l 1 -67.9' A / L3 I EL 54.5 c 100' w iemm,°M 17.0';^`18ADIIAAx4DEEP c. WELL 59 _ _ _ _. r Et 54.0: _..N. WATER—LINE EL 57.8 CL 52.0 / EL 59.0 \ 150.10' DWEWNG S 80°49'30"W -wh1E WATER LAND N/F OF I � I \\ PATRICIA MCNAMARA • �� W/IATER / • WELL �\ 100 I ; Wim- P 85' t v 7"w-i X29., 78' /. I DWELUNG W/WELL WATER SEPTIC OVER 150' I ILER' 1---T iwz f OF "aL SERVICES DRAINAGE CALCULATIONS: PI sP pORM! IPI S FO R A) DWEWNG FOOTPRINT=11904 SQ.Fr. € �.(1SsCC 1.904 x 0.166=316cf REQUIRED - (2) B'DIA x 4' DEEP DRYWELL=338cf PROVIDED 5 ,.. 9) DRNEWAY 985 SOFT. 985 x 0:166- 164cf.REQ. mesa 0 vis t'r su1?l ly P-Ck13L'S at ffft ftLmIn h?m teen (1) B'DA x 4' DEEP DRYWELL-177cf PROVIDED 1AR1 Z2 1 m armrCaw"a011i8441ia0 9_�1>1;0raa ,•�y�qq� m d ft md" .yJ 9 4YR'l -E - a3-K".�-^gY yK Cc iL �< - :.tr ZONED R.-40' NON—CONFORMING LOT FRONT YARD SETBACK- 35' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDEYARD SETBACK: '10' MIN. 25' TOTAL ADD WELL MEASUREMENTS 03-21-22 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS REAR YARD SETBACK: 35' MINFINAL SURVEY '02=18-22 AND OR DATA OBTAINED FROM OTHERS :AREA: 15.,000 S.F or 0..34 ACRES FOUNDATION LOC. 09-01-21 ELEVAwN DATUM: NAVD88 UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA.770N OF SEC770N 7209 OF THE NEWYORK STATE EDUCA77ON LAW. COPIES,OF THIS SURVEY MAP NOT BEAR/NG THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICA TIED HEREON SHALL,RUN, ONLY TO THE PERSON FOR .WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7777.E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS771U77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 77,4E.PROPERTY LINES TO THE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD17IONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS ANDIOR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 774E 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ROCKY POINTE LLC; MAP OF: STUART TITLE INSURANCE COMPANY; FILED: SITUATED AT:EAST MARION TOWN OF: SOUTHOLD - KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK - Professional. Land. Surveying; and Design. P.O. Box 1.53 Aquebogue, New York 1193"1 , PHONE (831)298-1588 FAX (631) 298-1588 FILE #22 --6 SCALE: „=,?j0 DATE:MARCH 28, 202 MY.S L1SC. NO. 050882 maintaining the records or Robert L Hennessy & Kenneth M. Boyohuk PLUMBER CERTIFICATION AP PR .VED A5 NOTED ON LEAD CONTENT BEFORF CERTIFICA;TE.OFOCCUPANC, . DATE: B.P.# 4&13qo = FEE: i _ S`'; .SOLDER USED-. N-"TER SUPPL Y SYSTEM CAN VOT NOTIFY BUILDING .ARTMENT AT . LE CE ED,2/1O OF N LEAD. 765-1802 .8AM TO 4 PM FOR.THE FOLLOWING INSPECTIONS: 1:I FOUNDATION - TWO REQUIRED FOR POURED CONCRETE r :, 2. ROUGH FRAMING & PLUMBING ' �V. (VBf(1!(a;` 3:. INSULATION; AtL PLUMBING WASTE ' ,,*ATER.LINES NEED 4. FINAL - ,CONSTRUCTION MUST I G:ISEFORE COVERING BE COMPLETE FOR 0.0. v ALL,.CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR TRUSS PLACARDING REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF 20FN0T;,PR0CEEDVIT} NEW YORK STATE & TOWN CODES ,FRAMING UNTIL SURVFY1F FOUNDATION 0CATLON AS REQUIRED AND CONDITIONS OF <HCSBEENAI?PROVED.:, .: BA BOARD Must provide Manuals WffaffTOWN TRU ES D, 1 and S as per .— NYS Energy Code OCCUPANCY OR Blower doorand ductwork USE 1S: UNLAWFUL testing required. WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN GODS, repaired shall conform to Chapter 172 ELECTRICAL of the Town Code INSPECTION REQUIRED ENGINEERED FLOOR JOIST CONTINUOUS RIDGE VENT INSULATION SCHEDULE WITH AMINIMUM FLANGE - shall comply with 2020 NYS ECCC 8302.13 FIRE PROTECTION OF FLOORS. 1/2"THICK GYPSUM OF 1-1//8"X 2"WIDE. R802.3.2 COLLAR TIES &Res check FLOOR ASSEMBLIES THATARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BOARD LAYED ON RIDGE BOARD SHALL BE NAILED with 4-10d BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A TOP FLANGE WITHOUT ADDITIONAL FIBERGLASS BATT INSULATION BOX NAILS IN ACCORDANCE THERMAL ENVELOPE SPECIFICATIONS '/z-INCH GYPSUM WALLBOARD MEMBRANE, ANY FASTENERS. IF REQUIRED TO COMPLY WITH ENERGY / x IN WITH FASTENING SCHEDULE %-INCH WOOD STRUCTURAL PANEL MEMBRANE, CODE.REFER TO RES-CHECK OR HERS FLAT CEILING INSULATION: R-30 batt in ceiling joists / / \ VAULTED CEILING INSULATION: R-21 batt in 2x8 rafters OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. NOTE: - REPORT FOR INSULATION REQUIREMENTS. / / \ RAFTER/CEILING JOIST HEEL ABOVE GRADE EXTERIOR WALL:R-21 batt in 2x6 wood studs INSULATION OMITTED JOINT CONNECTION wALLS COMMON WITH GARAGE:R-21 batt in 2x6 wood studs PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, FOR CLARITY.REFER TO 2"BATT MINERAL WOOL INSULATION -J / C - - - - - - SHALL BE NAILED 2ND FLOOR RIM JOIST:R-21 LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS,DRAINAGE, ENERGY COMPLIANCE LAYED ON TOP FLANGE WITH O 12 / / / / 2x4 CT @ 48"Oc \ \ 12 TOGETHER IN ACCORDANCE 1ST FLOOR BAND JOIST: R-30 PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. DOCUMENTS INSULATION STAY WIRES 24"APART WITH TABLE R802.5.2 ATTIC WALLS:R-13 batt in 2x4 wood studs MANUFACTURER:"ROXUL" 8 / / a 8 (SEE DWG-1 FOR TABLE) WINDOWS/SKYLIGHTS:U:<—0.30,SHGC:<—0.30 EXCEPTIONS: WITH SIMPSON H2AAT EACH FOUNDATION WALLS:Interior R-11 draped batt FIRE PROTECTIVE OPTIONS ~ N RAFTER TO STUD. ATTIC STAIR COVER/ACCESS HATCH: 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN O Cover:'a R-30 foam board or equivalent AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, FOR I-JOISTS FLOOR SYTEMS R806.3 NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. COMPLIANCE WITH:R302.13;FIRE PROTECTION ''^^ MIN. 1"AIR GAP OTHER SPECIFICATIONS OF FLOORS: EXCEPTION:#3. PLUMBING NOTE: vl BETWN INSULATION INFILTRATION(BLOWER DOOR):<-3 air changes per hour 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED ATTIC R-30C BATT AND SHEATHING DUCT LEAKAGE:<-4%leakage for ducts outside of thermal envelope FOR STORAGE OR FUEL-FIRED APPLIANCES. ALL PLUMBING SYSTEMS SHALL BE INSULATION LIGHTING: 100%high efficiency lighting(CFL's or LED's) INSTALLED IN ACCORDANCE WITH O APPLIANCES:All appliances must be Energy Star certified 3. PORTIONS OF FLOOR ASSEMBLIES PART VII-PLUMBING SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: 7 *If part or the entire attic will be decked over with plywood, 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED ELECTRICAL NOTE: z 17 the ceiling joists must be deep enough in order to fit the 80 SQUARE FEET PER STORY Q To of Plate batt insulation so that it is not compressed. If not then 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG ALL ELECTRICAL EQUIPMENT p— - — - — - — - - Clg Jsts will have to be built up or upgraded to the next size. THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED AND WIRING SHALL BE INSTALLED O PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. IN ACCORDANCE WITH PART VIII-ELECTIRCAL W Q R802.5.2.1 LAPPED JOIST R403.6 Mechanical ventilation shall be provided that OF THE NYS CODE. A MINIMUM OF 75%PF U O LAPPED NOT LESS THAN 3". meets the requirements of section M1507 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE PERMANENTLY INSTALLED FIXTURES SHALL BE NAILED 16d LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, MUST HAVE HIGH-EFFICACY LAMPS. COMMON NAILS IN ACCORDANCE R403.7 Heating and cooling equipment shall be OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. W WITH TABLE R802.5.2 ON DWG-1 sized in accordance with ACCA manual J by a (— certified third party rater. BARS.GRILLES,COVERS 8310.4 MECHANICAL NOTE: 0 z o BARS,GRILLES,GRATES OR SIMILAR THE MECHANICAL SYSTEMS SHALL im WALK-IN BATHROOM DEVICES ARE PERMITTED TO BE PLACED BE INSTALLED IN ACCORDANCE WITH BEDROOM #2 CLOSET CVER EMERGENCY ESCAPE AND RESCUE PART V&VI OF THE RC OF NYS. O .. OPENINGS PROVIDED AS FOLLOWS:NET ALL MECHANICAL SIZING PER ACCA W CLEAR OPENING SIZE COMPLYING MANUAL"S".BASED ON LOADS A/ O R-21 BATT WITH R310.1.1 TO R310.2.3 AND SHALL CALCULATED PER RCCA MANUAL"J" LL INSULATION R-21 BATT 11 BE RELEASABLE OR REMOVABLE DUCT COMPLIANCE WITH MANUAL"D" INSULATION 12�� FROM THE INSIDE WITHOUT THE USE W 0 16"DECK FOOTING OF A KEY,TOOL,SPECIAL KNOWLEDGE 8303.4 MECHANICAL VENTILATION. W _Top of Subfloor _ _ _ _ - SEE DETAIL ON DWG-2 CR FORCE GREATER THAN THAT REQUIRED DWELLING UNIT SHALL BE PROVIDED LJ 2 - 2x10 P.T. GIRDER FOOTING SIZE PER TABLE FOR THE NORMAL OPERATION OF THE WITH WHOLE HOUSE MECHANICAL O O C G O Top of Plate— _ — _ — _ - -. .-. .- R507.3.1 FOR DECKS ESCAPE AND RESCUE OPENING. VENTILATION IN ACCORDANCE WITH G Fa � '� `` SECTION M1507.3 E Lo 65'-0" O LO o° 21 BATT INSULATION ® ® 25'-0" M Q t � � 1 LL �tW m 00 BATROOM FAMILY KITCHEN ROOM _ o 2 x DECK JO s @ 1s"ac 2-2 6 P.T.GIR ER O X � �, c ' () `- 12" DECK FOOTING -WINDOW WELL R310.2.3 E.0 W S DETAIL ON DWG-2 HORIZONTAL AREA SHALL BE ° o E ` (A I MIN 9'-0"SQ FT.WITH rn m a 00 -, 1 -S I N (n I DECK LATERAL HOEDOWNS t= _=Y -`�' HORIZONTAL DIMENSION c--w E `° 2 cn° a r OF MIN T-0"TO ALLOW FOR o-8 12.-r 2 o 0 m T DECK RAL HO OWNS v., ° ° c �, ° c Top of Subfloor — _ _ - I N rn m y-L o 0 I SIMPSON DTT2Z I EMERGENCY ESCAPEAND 5 c Z SI S N DTT2Z WITHIN 24"OF EACH END ° °' ° WITH 24"OF EACH E 2X10 DECK LEDGER � EGRESS RESCUE. COVER PLACED c� To of Foundation DETAILS ON DWG-2 - SEE-DET. ON DWG 2 DETAILS ON DWG-2 2X8 DECK LEDGER o o $ w N o U Y p— l OVER OPENING PER 8310.4 SEE DET. ON DWG 2 30X48 CASEMENT d. ______________ ___ _ __ ____ _____________________ ___ -___-__-_______ N R-30 SAT Y ` � rn� c o �•'� a•a`o� 3 00 00 - a� INSULATION5 --------- ---------------------------------r-------------------- ---------------------------------- ------------ oo $ Q° c n oiw�. d VGirder F R p g �, � Step Footing s Cn . ` SILL HEIGHT:44" 1V to 2H max. r o cc N o 3 E 302.1ERE PROTECTION OF FLOORS: a; V ' U Or provide full height o o m v o a°i a ° UNFINISHED PROVIC112"GYPSUM BOARD ON ENTIRE O Z=•�.t c r- E ` ° o °- d, ------------------------- °' BASEMENT CEILINCBOVE BASEMENTATTACHED of I O ______________-_-__________follrtdation_wallS__ - N �t r� cU W F-LJCID _ ° � � ' ' CO Ow=Uj _ , - -- i mN �.S�' Qrnca� cmo ----------------------------------- F- V wmv HcmE5-9oEL VDERSIDE OF THE JOISTS. a i r O Z UQ- W 0p L co �.D D .c 2 u) Q ° TO THE ,1 0 - I rn- �---------, ----------- .d b 6 ,�01-0 R'ZLu u O om Ow=U5 u R O Z 0 u TYP.BASEMENT SLAB _ - - I CONCRETE - - e a - O �w0 - - 4"NCAIST-N.N PSA ECLAT LLQ° \ _ d.. 1 OPV) To of Footing - — - — - - �' a a a • a - p— g O ; L W U)¢w \ \ SLAB INSTALLED IN -� z¢z= ° � O p o m 0 O O ACCORDANCE WITH L- O m W H C) \ O of>- � ' ' SECTION R506 O � 2 u_ r XTERIO o oW� in I I LL WZ)Qo t.; I!-. LL WINO W�(nw -t / A LIGHT EWCO<Z _ oam .SECTIO� `� Q UP � � ABOVE � M O U' W cn cn � d�' �� i i of fu) �.�.1`�_.,. I ,'LJ ---------' , ->Z= �• + I TYPICAL INT.FOOTING/COL W iN O 0 " SCALE: 1 /4 - 1 ,-O„ O CD N w D 24"x 24"x 12"THICK O FL W - t F.D. N fMYaU� I m00W �------; Al1C 1 6 2021 CAST-IN-PLACE CONCRETE c''� �� � , CD `- `- FOOTING&4"DIA STEEL N >z= " ! C`' p OO ' OLUMN o p t- 36X80 o n c, 41-0" i i I- of 2 W O UNEXCAVATED ii i r„x 1� rpt - ---- TYPICAL GARAGE SLAB „ t,'yl, EGRES _ N � � __ 3-151/? 4” CAST-IN-PLACE SLAB �, , W/6X6 W4.0 X W4.0 WWM TYPICAL ROOF CONSTRUCTION TYPICAL FLOOICONSTRUCTION 1 3-1/2" x if-7/8" VL " '-- _-_-_ --' N __-_- ____ - c �______-_ — - co ' -' -' ' M - /2" X -7/8', /$" LVL ' PITCH SLAB-1/4"FT TO - Class AAsphalt Roof Shingles w/ 3/4" Plywood Spy Rated Subfloor, o ________________ __ _ -- _- - ' -- ---------------_-- 00 ---- ------------'---Q- '- ---------_ � ,..-�-- �- -'------ - '--�--'------------'--0--'--- - - GARAGE DOORS � VE fasteners per manufacturer's specification Glued and Nailedn co t=t= =c= BRACE TION D TAI N -- --' ,,-, •--�- -- r - -'' `-- --' � � CONNECTION DETAIL N and 2020 NYS RESI CODE. accordance with ie fastener Schedule. �`--_-__= 81_011 „ -- - DET 2 ON DING-2 Ice & Water barrier as per section R905.1.2 Floor joists and Edging as per Code. ;------- 6'-91/21 6'_8" 6'-8" TYPICAL 24,_4„ ------- (Note: Double underlayment is required OUTSIDE BASEMENT ENTRANCE _______ 31/2" for Roof slopes between 2 on 12 and 4 on 12 TYPICAL FOUNGDTION CONSTRUCTION ) 8"CONCRETE ALL ON MIN 16"X 8" F ' 00 Framing As per plans with 1/2" exterior grade in accordance witrchapter 4 FOOTING WITH 4"CONCRETE LANDING& �I -- I p " w span rated structural plywood Sheathing, 3000 psi Air Ent4ed cast-in-place concrete a"DRAIN TO D YWELL,CONCRETE STAIR - p --- --- p p MEETING 8311. -STAIRWAYS. � 2x4 FRAME AROUND � Nail to framing in accordance Fastener wall on cast-in-plan Concrete Wall Footing per HANDRAIL PER R311.7.8, 34"-38"ABOVE STAIRCASE FROM FLOOR o w w �� � o Z Schedules & Strapping per detail sheet(s). R403. refer to Foudation Plan for footing size & NOSING. 36"HIGH GUARDRAIL ON TO CEILING. TFEITED SHOE _ � pp g pTOP OF CONC ETE WALL. _ N Flashing per 8905.2.8 thickness. PLATE AND GYP.WALL BD �' p¢c~n ;; Q Q INSIDE FACE OF WALL MIN. d ' O N Damproofing per f�06. 2- 2x6 approved p p ¢ DROP TOP ED CONCRETE = W M ATTACH RAILINGS.HANDRAILS - of f-W _ L11 L0 -� ¢ AS REQUIRED FOR TYPICAL SOFFIT CONSTRUCTION. treated Sill Plates,')ill Seal And Termite shield per 3a°-38"ABovEN�ING. N --- --- o z o Z= J O W GARAGE DOOR,SEE PLAN ;; Q 8" overhangs-typical Section 8318. Ancor bolts per Foundation Plan ___ ___ °o W Z)w o FOR GARAGE DOOR SIZE 00 W � � UNDER STAIR PROTECTION: ; R302.7 1.2"GYP BD SHALL N ' �(n Q W " 6" Wood fascia & 6" Wood rake boards. and R403.1.6 BE APPLIED TO UNDER o UP in o>w- ' DIRECTVENT STAIR SURFACES. O a�>i --------------------------------------------------- ----------- --- Trim in aluminum or use "azek" orequal HVAC UNUT m o drip edge per R905.2.8.5 INTERIOR WALL INISH O - z __---------------- Metal DIRECT VENT FURNACE N S I 11W¢� -------- ----------------------------------------------- Fully Vented Vinyl Soffits Provide 1/2" Gypsm Wall Board on ceilings and walls �� INSTALL IN CONIPLANCE O N N j J W ; = Step Footing asementyalis & cl s - unless noted. Min 1/2 ❑ W/RESIDENTIAL,ENERGY O M�w O O except b g TYPICAL EXTERIOR WALL Moisture Resistai,Wall Board on Ceiling and all walls &MECHANICA_CODE I I H or 1 V to 2H max. 2x6 Doug-Fir Wood Studs @ 16" oc. in Bathrooms (htnid areas) and 5/8" cement board on -----------------------------------_--------'--------- ---------- ----1-------------------------------- ------ Or provide full height g - _ foundation walls Double top Plate and Single Sole Plate. walls and ceiling;in wet areas. Provide 5/8' Fire Rated _________ EO _________________ __________ ------------------------------------- 1/2" ______________________ ___________1/2" exterior Grade - Span Rated gypsum wall Boa�d on walls and ceilinglocated as per MAINTAIN REQUIRED SEPARATION p DECK LATERAL HOLDO NS I 2X8 DECK LEDGER I 24X16 SLIDER " Continuous Structural OSB Sheathing. code, manufacturers requirements and drawings. SIMP3ONDTT2Z SEE DET. ON DWG 2 I _ DISTANCE FROM ALL HEAT WITHIN 24"OF EACH END Fastened per Fastener Schedule. PRODUCING EQUIPMENT TO DETAILSCN DWG-2 I 81_019 O r-�"•,, tyvec House Wrap or equal. COMBUSTIBLE MATERIAL AS PER I= Cn a r- 8905.1.2 ICE BARRIERS; MANUFACTURER'S SPECIFICATIONS Vinyl Siding as per clients selection SELF-ADHERED POLYMER MODIFIED AND LATEST MECHANICAL CODE. TYP.DECf FOOTING installed per manuf specs and code. SEE DETAIL ON DWG-2 _ - - - - 0 S p p BITUMEN SHEET U3ED IN PLACE OF 1 — _ — _ — _ Cont. load path strapping Installed in accordance NORMAL UNDERLAYMENT AND 2X6 DECIIJOIST @ 16"OC '� - - - - - - - �� 4' 41/2' 16' 3" 4'-41/2' o with drawings. Provide Fire Blocking in accordance EXTEND FROM THE LOWEST EDGES OF 2 2X3 TR[ATED GIRDER � o 8302.11 & 8302.11.1 and ALL ROOF SURFACES TO A POINT NOT401-011 251-011 withLESS THAN 24 INCi1ES INSIDE THE Draftstopping per R302.12 & R302.12.1 EXTERIOR WALL LINE OF THE BUILDING. 'b C) o ON ROOFS WITH S'OPE EQUAL OR GREATER TYPICAL FOUNDATION - ( 9'-0" WALLS ) THAN 8/12, THE ICc BARRIER SHALL ALSO BE IN ACCORDANCE WITH CHAPTER 4 A p4 � x � o � APPLIED NOT LESSTHAN 36" MEASURED ALONG 8" CAST-IN-PLACE WALL WITH 4 �/ o Px THE ROOF SLOPE r-ROM THE EAVE EDGE OF THE HORIZONTAL REBAR: PER TABLE R404.1.2(1) BUILDING Greater than 8 foot Wall Height: One # 4 barwithin TYPICAL ANCHOR BOLT -R403.1.s ��� 1 ,� . U MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH t LADDER&STEPS 8310.2.3.1 12 inches of the top of wall and One #4 bar dear NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST WINDOW WELLS WITH AVERTICAL DEPTH GREATER THAN 44 INCHES the third points in the wall Story. 9'-0" FOUNDATION WALL HEIGHT ONE BOLT-12"MAX AND 3-1/2"MIN OFFENDS OF PLATES. SHALL BE EQUIPPED WITH PERMANENTLY VERTICAL REBAR: PER TABLE 8404.1.2(8) 1. Walls 24 inches total length or shorter connecting offset braced wall t - ** FOUNDATION PLAN panels shall be anchored to the foundation with not fewer than one anchor bolt c �` AFFIXED LADDER OR STEPS USABLE located in the center third of the plate section and shall be attached to adjacent 3 a R.� WITH THE WINDOW IN THE FULL OPEN #5 @ 41 inches on center. , ., POSITION. RUNGS SHALL HAVE AN " �� " braced wall panels at corners as shown in Item 9 of Table R602.3(1). INSIDE WIDTH OF AT LEAST 12INCHES ON 16 x 8 CAST-IN-PLACE CONT. WA,LLr00TING, �� _ � �� SHALL PROJECT AT LEAST 3 INCHES 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE SCALE: 1 /4 - 1 _0 2. Connection of walls 12 inches total length or shorter connecting FROM THE WALL AND SHALL BE SPACED SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND offset braced wall panels to the foundation without anchor bolts shall be permitted. NOT MORE THAN 18 INCHES ON-CENTER The wall shall be attached to adjacent braced wall panels at corners as shown in VERTICALLY FOR THE FULL HEIGHT OF TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP Item 9 of Table R602.3(1). THE WINDOW WELL. FOOTINGS 1V TO 2H . 8 GENERAL CONSTRUCTION NOTES 14a. Draftstopppingmaterial R302.12shall beasfollows: FASTENING SCHEDULE TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD K� Additional Code Compliance; equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP SPACINGAND Uninhabitable attics without storage DESCRIPTION 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. of FASTENER LOCATION 2020 BuildingCode of New York State; Plumbing code;Fire code; Mechanical code; inches 9 2. Floor framing is constructed of truss-type open-web or perforated members. uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (with or without shower head ITEM ROOF FRAMING ALL CODES shall supersede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation 4-8d BOX 2 1/2" OR Balconies exterior and decks 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE ( ) EACH RAFTER,TOENAIL Bidet 1-14 (exterior) ao 10 3-8d COMMON Additions,Alterations& Renovations:shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 3-8d COMMON EACH JOIST,TOENAIL 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-1 Od BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 3. The contractor prior to the start of construction shall verify all Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL Q P Y and were decks abut house framing. Kitchen sink (one or two traps, with Or 4 RAFTER HEEL JOINT) SEE TABLE R802.5,2 FACE NAIL dimensions, existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-1 Od BOX (3") OR ,J 18. Install joist hangers at all flush structural load bearing conditions. Laundry tubone or more compartments) 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER O 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ry ( ) -pttRooms other than sleeping rooms 4o io shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 OF EACH RAFTER OR TRUSS showerheads and bod s ra s Stairs 40 20 Electrical certificates are to be provided the electrical contractor. y p y ) 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR O 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 20 20 3-10d COMMON TOE NAIL of 2000 pounds per square Foot. All Footings shall be 36" below rade Minimum. It shall 5.7 gpm and less 1-1/2 3-16d BOX OR P q g 9 21. Vent dryers to exterior as per Section M1502 7 than 5 More . m U v, be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 MogP p t0 12.3 gpm 2 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE LL More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING O TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3112 with 16d COMMON with an allowable bearingcapacity of less than 1,500 psf are like) to be resent at the site, p sleeping p sleeping no finished ceiling attached to rafters L/180 8 STUD TO STUD(NOT AT BRACED WALL PANELS 24"O.C. FACE NAIL Z P Y P Y P and NFPA 72 .Shall be provided in each Slee In Room, outside of each separate Slee in ) 3.5"x 0.162" the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including STUD TO STUD AND ABUTTING STUDS AT 16d BOX Q basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL 6. Cast-in-place concrete shall be air entrained; 5%<7% total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source, 16d COMMON an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 10 BUILT-UP HEADER 3-1/2"x 0.162" 16"O.C. FACE NAIL ALONG EDGES W G� p 9 Y p P P WHENEVER an alteration,addition,or conversion is made to an Existing Residence, TABLE R302.6 L/360 ( � O garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detections stem of the ENTIRE residence must be brought u to code, 5-8d BOX(2-1/2"X0.113") All Concrete shall conform to the latest ACI standards. Y g p All other structural memebers 11 CONTINUOUS HEADER TO STUD TOE NAIL hardwired and interconnected. DWELLING - GARAGE SEPARATION L/240 OR 4-8d COMMON Z Olf Exterior walls with stucco finish 12 TOP PLATE TO TOP PLATE 16d BOX 3 1/2"x 0.162 16"O.C.FACE NAIL ' 1 ' Reinforcement: Steel reinforcement shall comply with the requirements SEPARATION MATERIAL H/360 ( - ) w P Y q 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END FROM THE RESIDENCE AND ATTICS 0 Minimum yield strength of reinforcing steel shall be:40,0000 psi rade 40 , EQUIVALENT TO THE GARAGE SIDE 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST MIN 24"LAP SPLICE LENGTH Y 9 9 P (9 ) in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes 1140 EACH SIDE OF END JOINT coV J O required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. ) R404.1.2(9). FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8' -INCH TYPE X GYPSUM ,- BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3 1/2")OR 16"O.C. FACE NAIL W All CO alarms shall be connected to the lighting circuit with no intervening wall nn Z Location of Reinforcement:The center of vertical reinforcement in basement walls shall be STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES OR BLOCKING(NOTAT BRACED WALL) 16 BOX(3 1/2") 12' O.C. FACE NAIL Of �.t.. O switch with battery backup, Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 112"-INCH GYPSUM BOARD "'� located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL - Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL 0 NOT LESS THAN 112"INCH GYPSUM BOARD •3- LL to provide a maximum cover of°1-1/4 inches from the inside face. section R602.10.4.2 Continuous sheathingmethod. GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION m APPLIED TO THE INTERIOR SIDE OF 3-16d BOX U v End conditions for braced wall lines for the continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA 16 TOP OR BOTTOM PLATE TO STUD END NAIL '/n� Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF 2-16d COMMON vJ O C C M Based on R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SLOPE SPACING 3-10d BOX O C M i0 OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302,5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL , Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 2-1sd coMMON `C wall and One#4 bar near mid-height of wall. 25. WIND DESIGN;shall be as per R301.2.1 A continuous load path shall be SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 0- ':t Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 12 FT 20 FT 28 FT 36 FT 3-8d BOX O L r� 0 wall and One#4 bar near the third points in the wall sto provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 V BRACE TO EACH STUD AND PLATE FACE NAIL rY roof assembly to the foundation. SHALL MEET ASTM El19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 2-8d COMMON iy < � NUMBER OF 16D COMMON NAILS � w m o0 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 i s"O.C. 5 8 10 13 Min. Flo for dimensional lumber= 850 psi. as per Table R905.2.4.1 of the NYS Residential Code, TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10N Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels E o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 80 o f2 N 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING a,-.� o.o In 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel S an PanelSpan an Panel S an " a) a) W a, 2 � o a 0 t P Y P p p p 7: 12 16 O.C. 3 4 5 6 �._ E t - , 8:E a.) All Fasteners shalt be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or 4-8d BOX 8.2- 2 ;� o L) r >, equal to 4 feet equal to 6 feet equal to 8 feet JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL "- U w-- orstainless steel. 9: 12 16 O.C. 3 4 4 5 2 3-8d COMMON c Z a o c a ;n C m b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 8 o c.) All Structural connectors i.e. Simpson strong-Tire or USP, etc wall and ceilin finishes shall have a flame s read index 5 200 12: 12 15"O.C. 3 3 4 4 22 RIM JOIST,BAND JOIST OR BLOCKING TO Slt L OR TOP 8d COMMON 6"O.C.TOE NAIL E 0 o ° shall be Hot-Dipped Galvanized or Stainless Steel. g p No 8 Wood Screw PLATE(ROOF APPLICATIONS ALSO) 10d BOX 'o._ a c c PP Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 16 inches 10 inches 8 inches r.- a 2 &attics shall have a flames read index:5 25 based anchor with 0 N E � o �-U5.0- o C 3 P on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-1 Od BOX a�t�, 0 3 s 2 inch embedment 23 BLOCKING TO JOIST EACH END _: E 0 8 C 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON o c o o a a� n r len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT m a� c 2 installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 g D, - a,.- Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index <_450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX a m�G s a) °w o E "Micro-Lam"Design Stress: E = 1.9, Flo=2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 24 BLOCKING TO SILL OR TOP PLATE 3-15d COMMON TOE NAIL U c = N o o 0 3 8 No 10 Wood screw a o �- � ..L "Parallam PSL" Design Stress: E =2.0, Flo=2,900 psi, Fv= 290 psi &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9i H C / H r HEEL JOINTAJDUSTMENT FACTOR ' ° o t= 2 t 6.5 o a "Anthonyower Beams Design Stress; E=2.1, Flo=3000 psi, Fv= 300 psi on center 25 2" PLANKS PLANK&BEAM FLOOR&ROOFf 3-16d COMMON AT EACH BEARING,FACE NAIL " �'N m c = 0 � Y g P P 2 inch embedment on center on center ( 4-10d BOX �:c Q y c o 28. SWIMMING POOLS. Shall conform to Section R326 „ a a, o L . lenght 1 / 3 1.5 " , V 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 4-10d BOX 8 Ln m 0 F- m E a o each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 /4 1.33 26 BAND OR RIM JOIST TO JOIST 3-16d COMMON PER JOIST a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, 1 / 5 1.25 Sill height of not more than 44 inches above finished floor, ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 4-16d BOX opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL B. Minimum net clear opening height shall be 24 inches. not less than 2 inches into the building frame. Fasteners shall be located not less than C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 2-1 Od BOX(3") OR RAFTER UPLIFT CONNECTION FROM WIND 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON(2-1121") EACH END, TOE TOENAIL D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". from the inside of the room without use of keys or tools. d.Where screws are attached to masonry or masonry/stucco,they shall be attached Y using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOO STRUCTURAL PANELS, SUBFLOOR, WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND an emergency escape opening shall be provided for EACH sleeping room. Exterior glazing in buildings located in Wood-Borne debris regions shall SPACING (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING PAN Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: ., It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 SPACING OF FASTENERS and the ASTM E 1886 as modified in IRC section 301.2.1.2,1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems(new, existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 z 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENERINTERMEDIATE ROOF SHEATHING stamped by a professional engineer if required by the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: PANEL EDGES SUPPORTS GABLE END WALL FRAMING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON SUBFLOOR,WALL " 8d COMMON(ROOF)) continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 30 3/8"- 1/2263 6" SEE NOTE A 6" Handrail Height measured above;stair tread nosing,shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" Ed COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight ..- 6" DIAMETER -► Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to I I of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to a wall shall have a space of not be less than 1-1/2 inches between the wall 16"O.C. 28 348 358 476 446 „ „ p cover the glazed openings with attachment hardware provided in the table below. 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6 12 and the handrail. see code for exceptions. Refer to Code for grip size specifications. � .."� "` Label all panels and store in a clean dry area of the house. - CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 16"O.C. 32 427 398 529 496 "I", "II", "III", "IV", OR"V" p 1/2"STRUCTURAL CELLULOSIC 1-1/2"GALV.ROOFING NAIL 3" 6" 0 k' 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" ; 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING LLI above the floor or grade below shall have a railing not less than 36 inches l- in height. Railings shall have Top rails and Balusters and Bottom rails that are REFLECTIVE RED 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 7" N 0 NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed i PANTONE#187 FIBERBOARD SHEATHING o Z by the riser, tread and bottom rail of the guard rail at the open side of a stairway 16"O.C. 48 599 559 745 697 J04 0 are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" L6 Q Open sides of stairs with a total rise of more than 30 inches above the floor or 2 LLJ grade below shall have guards not less than 34 inches in height measured TABLE 507.9.1.3 1 1 3/4"GALV.ROOFING NAIL vertically from the nosing of the treads. REFLECTIVE ; ( ) 36 518" GYPSUM SHEATHING 7" 7° j U WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION < � 0 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER 1/2" structural plywood CONNECTION JOIST SPAN TO RESIST WIND PRESSURES TABLE R602.3 (3) than 72 inches above the finished grade or other surface below on the exterior of the building, the window musl be provided with a window opening control device -i ~ Panel, Attached to DETAIL <6' 6'1"TO 8' 81"TO 10' 1O'l"TO 12' that compiles with R312.2.2 Window Opening Control Devices. DESIGNATION FOR STRUCTURAL COMPONENTS THATARE OF 1/2" Frame in accordance DESIGN CRITERIA WOOD WALL NAIL SPACING Z 1/2 DIA. LAG SCREW MINIMUM NAIL MIN WOOD TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 & 1/2"MAX. SHEATHING 30" 23" 18" 15" STUD 14. FIREBLOCKING AND DRAFTSI'OPPING: Fireblocking shall be installed in STROKE NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL h�!"I accordance with R302.11 thru R302.11.2 and ebloc topping shall be "F" FLOOR FRAMING INCLUDING of the residential code Mind speed: 140 1/2"DIA.THRU BOLT THICKNESS SPACING EDGES FIELD PANEL SPAN RATING GIRDERS AND BEAMS of New York State 36" 36" 34" 29" installed per R302.12 thru R302.12.1 No of stories: 2 & 1/2"MAX. SHEATHING 8d COMMON NAIL "R" ROOF FRAMING Mean Roof Ht: 30 ft (2.5"X 0131") 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" H Fireblocking materials R302.11.'I shall be as follows: 12'1' To 14' 14'1"To 16' 16'1"To 1 s' MTI, 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMINGRoof pitch: per plan M+�I 2. 1/2"gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length per plan 1/2"DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance & 1/2" MAX. SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan N rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 bld aspect ratio: 3:1 1/2" DIA.THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS g p APPLICATION ORIENTATION TO MEMBERS SIZE of NAILS t� 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 24" 21' 19" THICKNESS UL 263, for the specific applications Nailing Sched: Table R602.3(1) & 1/2' MAX. SHEATHING FRAMING SPACING NAILS SCREWS TO WOOD FRAMING Applicant shall provide engineered wood placard CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED 1/2" WALL EITHER DIRECTION 16"O.C. 8" 1 g" TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) Q p OF FOUNDATION MATERIALS Residential structures with Truss type construction, „ CEILING EITHER DIRECTION 16"O.C. 7" 12" `^/' 1--� �'03 Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 5/8 WALL 6d COOLER NAILS M� 9 EITHER DIRECTION 16"O.C. 7" 12" CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration 'a M o Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR ' Sedimenta and foliated rock 4,000 psf shall be affixed on or adjacent to an electric box attached to the exterior GARAGE CEILING 16"O.C. 6" 611 ESCRE A N7 DRYWALL SCREWS. O Sedimentary p J y fastener requirements. 5/8" BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH Sandy gravel and/or gravel (GN/and GP) 3,000 psf of the structure for field inspection HABITABLE ROOMS IRC SECTION R702.3.5.1 ® ct Sand, silty sand,clayey sand, silty gravel and clayey gravel ,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING To GABLE O �" (SW, SP, SM, SC, GM and GC) 2,000 psf A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) END WALL FRAMING SHALL BE SPACED 6"O.C.. O Clay, sandy clay,silty clay, clayey silt,silt and sandy silt (CL, ML, MH and CH) 1,500 psf A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTE TDRTS a.When soil tests are required by Section R401,4, WIND DESIGN SUBJECT TO DAMAGE FROM SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CE r „ G 1 GABLE END WALL FRAMING L. the allowable bearing capacities of the soil shall be palm of the recommendations. o SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN ` J N1 V. x'�, ' e GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE f7' b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH '� t `� sf� f°�- M MODERATEi I determined by a soils investigation. 20 LBS 140 NO NO NO B SEVERE 3-0 TO HEAVY 11 YES NO 1500 or less 52.1 �� 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. '* ny c O4 ri O.[NYj 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. --------- - -- TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED In 1• _I Outside Elevation Extent of header(two braced wall segments) CONT.IN000S RIM FULL HEIGHT BLOCKING ( segment) To late continuity OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING Extent of header one braced wall se ment P p y is METHOD WSP: EXTERIOR SHEATHING OR END JOIST VE r q per 8602.3.2 OF BRACED WALL PANEL MEMBER DIRECTLYABO @ 16"OC ALONG e cared e •I I•I ISI I, PER TABLE R602.3(3)-FASTENERS 6" BRACED WALL PANEL BRACED WALL PANEL ON EDGE, 12"FIELD. INTERIOR SHEATHING c_ Side Elevation o •I I•I I.I I' PER TABLE R602.3(1). FASTENERS VARIES 2-16d NAILS EACH SIDE °- _ ° , , Fasten king stud to header with Q .I I•I l•l METHOD CS-WSP: o ° ° ° Min.3"x 11-1/4"net header Header ° , , 6-16d sinker nails ° ° ° fasten to late to header with ° ° ° shall occur at top of wall p p J •I I•I ,../�' AS PER TABLE 8602.3(3) ° N two rows of 16d sinker nails 3"o.c. •I I I EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG Sd @ 6"O.C.ALONG TOE NAIL 3-Sd NAILS O WITH 8d1 COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER Fasten sheathing to header with 8d common nails in 3 in.grid ° @ .I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL pattern as shown and 3 in.o.c.in all framing(studs and sills) ° .I AT 6"O.C.ON EDGE AND 12" O.C. Braced wall line IN FIELD BRACED WALL PANEL Header to jack-stud strapper table continuous) sheated 7�1 BRACED WALL PANEL BRACED WALL PANEL yinimum 410001b header to ack-stud BRACED WALL PANEL BRACED WALL PANEL t ° �+ 8602.10.6.4 on BOTH sides of with 1/2"wood 1. rn x strap on both side of opening O BRACED WALL PANEL INTERIOR FINISH: opening opposite side of sheathing structural panels ° 2 I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG M ° w I° opposite slide of sheathing ISI 3-16d @ 16' OC ALONG 3 16d 16"OC EACH m ° c ° (D 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 @ i° Min.Double 2x4 framing covered with minimum ° J W I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER 5 o I° e = I I I' TABLE 8602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL ° 1/2"thick wood structural panel sheathing anel splice edges shall occur over ,I I,I o t LJL with 8d common nails @ 3"o.c.in all framing ° and be nailled to common blocking _ J. SHEATHING a, O - H. - — (studs,blocking,and sills)typical o within the rmiddle 24"of the portal- ) 4: CONTINUOUS RIM OR CONTINUOUS RIM OR o ,°° ° ° °;, 9 g g m r ° ° le height. One row of 3"o.c.Wallin 'I • I'I• 1• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST iv Min. 2 2x4 t is required in each ane)edge. I'I END JOIST ( ) yp, if needed p g •I 1�1 •I OVER AND BE FASTENED TO COMMON STUDS. •I I,I I I lHORIZONTAL PANEL JOINTS IN BRACED N 2-16d NAILS EACH SIDE ( ) Q 2'to 18' finished width {{ Min Double 2x4 or WALLS PANELS SHALL OCCUR OVER 1. 2x6 King&Jack stud 1/2"min.thickness wood structural 0 ,I N ISI AND BE FASTENED TO 1-1/2"THICK Min length of panel per Table 8602.10.5 W Q INTERIOR l•I I. FULL HEIGHT BLOCKING panel sheathing O I I'I COMMON BLOCKING ADDITIONAL FRAMING Min double 2 x post ,I SPACING I I CONTINUOUS ALONG LENGTH FULL HEIGHT BLOCKING (1)518"Diameter anchor bolt Z ry I I I' MEMBER DIRECTLY BELOW No.of jack studs per � OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG with 2"x 2"x 3116"plate washer Table R602.7(1&2) j .I I•I lel I. 2 x 4 or 2 x 6 STUD WALLas per R403.1.6 •I 1•I I•I I• BRACED WALL PANEL p U 'I I I I I 1• 2 X BOTTOM PLATE TopMin and bottom of Footing,Lap Bars.reinforcing of foundation,one#41Ba Min. W ,I 11 II I, MIN(2)3500 LB strap-type � z � Holdowns-Simpson STHD14 _ _ _ O FIGURE R602.10.8(2) embedded into concrete and •I I•I I.1 1• EDGE SPACING -6" FIGURE 8602. 0.$ — — — — — — — — — — — — — — — - - — — — •I I I I I l• BRACED WALL PANEL CONNECTION WHEN - nailed into framing-4,935 LBS ea. _ — — — — — — — — — — — — — — — — — — — — — _ — _ 0- Z _ _ _ _ �; _ _ _ ,�•,_�_•_ �,• BRACED WALL PANEL CONNECTION WHEN O PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING OR Simpson HDU4 w/ Min.Footing size under opening is 12"x 12".Turned FRAMING (10)1/4"x 2-1/2"SDS Down Slab shall be permitted at door opening O FRAMING 4,565 allowable load ea. I " — u..1 U FASTENING REQUIREMENTS FOR V Q BRACED WALL PANEL AS PER METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS - FIGURE R602.10.6.2CID O Q 1 TABLE R602.3.(3} 3 E Lo 0U-) C) U) o � CEILING OR M Q /FL DIRECTION Simpson ST DIRECTIO1-1/4" galv. x 20 gage 0- w CIO ENDWALL—► H2A Stud To Rafter ENDWALL Connector Were the distance is SIMPSON H2A /coil strap with (5) 8d common N between 9-1/4"to 15-1/4'+ nails in each end at each raft=er. �, o at each Rafter. With ._ LOOR AND CEILING JOISTS Typical Metal provide blocking @ ++ o E N IMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter „ o E �, (J� OISTS SEE PLANS strapping _ braced wall panels „ ++ PROVIDE@STRUCTURAL (RIDGES 0) CD(D P 2 o a o AJ at Openings �, (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field w.__ � E o 5 8d x 1-1/2" nails in Stud Nails spacing Nailing-See See Nailin Each Rafter on Each side o 2 o 8 0 U Horizontally y ontally attacged ( ) p g Schedule Dw -1 g g �, >a �_ �._= o BLOCKING shall have Solid Blocking g of Ridge to have a 1. 8 a c o-C _ �, m T 48"OC TYPICAL @all Plywood Joints 2 2 y Y >) 2 `o Simpson s ewa a anger .-U o c 0 �, o SIMPSON H2A _ c a _ o 3 2-BAYS IN (D o t 'n -� o Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil 3 ` ` 3 BLOCKING @ 48 INCHES ON CENTER g o v o o a rafters attached to top (5) 8d x 1-1/2 nails in Rafter Strap with (5)-8d common nails c 0. plate with 8d nails @ 6" o.c. (2) 8d x 1-112" nails in plate ° C m_.__ � 2 C o SECTION A-A alon len th of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs ° __ m N Y. - E Corner Holdowns g g ( ) Look Out Blocks °° S ff -6:? c a 42 Refer to tans ° c= E o o. p panel. an window or door Header. Less than 0 ° c d °' W Typical each side and ALL Gable End Wall or Equal END WALL BLOCKING DETAIL if NIL windows and doors. a °° = a E o FOR FLOOR AND CEILING BRACING if re uired N N U o= to 12" 1= ummaa � ( Ea�on RIM JOIST BLOCKING BETWEEN RAFTERS P BRACED WALL PANELS NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATERTHAN 130 MPH Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on this page. NTS RAFTER TO RIDGE STRAP R802.3 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48" O.C. PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED 4 5 N.T.S. 6 7 Q OF THE ATTIC I SPACE AND ATTACHED WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 2-1/2'+ LONG (� TO THE RAFTERS WITH 4-8D NAILS THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END 2X P.T.LEDGER; MUST BE ONE SIZE CONTINUOUS FLASHING GREATER THAN DECK JOISTAND TREATED WOOD EXTENDED NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC ATTACH TO BAND JOIST WITH 112"DIA. HOT-DIPPED TOP OF RIM JOIST WITH 6" PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND I I OMPOSIVI RAILING 10D THREADED NAILS OR DTT2Z TOP PLATES SYSTEM.VINYL RAILING PLACEMENT OF LAG SCREWS PER FIGURE 8507.1(1) #10 X 3"WOOD SCREWS ALL THRESHOLD CAREFUL L see Schedule on DWG-1 AT 6"OCC. I I TOP AND BOTOM RAIL e e ,� ,+ CUT FLASHED&CAULKED TO tip of lag screw shall fully extend beyond I I AND COLUMN COVER AND POST TO HEADER CONNECTOR W (8) 1/4 X 1- 1-1/2 PREVENT WATER INTRUSION the inside face of the band joist. COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH ATTACHED PER I I FOR CODE SIMPSON POST SDS SCREWS 12" Min BORED HOLE MAX. STUD 4"TREATED POST TO CONCRETE BRACKET ALLOWABLE LOAD: 1,825 LBS MANUF•SPECIFICATION DIAMETER 60% GALV.DECK HANGER Ig @FRONT PORCH DECK SIDE COVER 2"MINIMUM (PERCENT)OF STJJD SIMPSON LUS26 @ 2X6 0 SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS „ DEPTH i SIMPSON LUS28 @ 2X10 1/2 THREADED ROD CLEAR 5/8"MIN. 518"MIN. AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL TO EDGE TOEDGE I SPECIFICATIONS. CONNECTOR SCREW COUPLER NUT AND NOTCH MUST NOT JOISTS I O 1/2"DIA.GALV BOLTS WI GRADE ADHESIVE S W EXCEED 40% o iV= 2 x LOCK WASHERS. EPDXYANCHORING AD ESIVEF 1/2 OR TH �� r ANCHOR BOLT F-- SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS CV O (PERCENT) o ALLOWABLE LOAD PER TIE:840 LBS O USE WITH THREADED ROD Use 1-1/4" Metal o Z STUD DEPTHHZt 2x RIM JOIST ATTACHED WITH Z_ MECHANICAL ANCHORS;SIMPSON ,, NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR Coil Strap 20 N AND TWO WITHIN 24"OF EACH END OF DECK 2 p Gage � o Q BORED HOLES SHALL „ �-- (3)#10 X 3"WOOD SCREWS COVERED FRONT PORCH FOOTING: 12" Min 5 8d common nails NOT BE LOCATED IN 3 M Preservative-treated ( ) 2 W THE SAME CROSS OR R507.6.2 SIMPSON H2.5 AT D SECTION OF THE CUT 12"DIA TO VIRGIN SOIL W (MIN 36"BELOW GRADE) barrier re uired for I in EACH END at W BLOCKING EACH JOIST FOOTINGS MUST q a y � > Q OR NOTCH IN STUD �: SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON / EACH Stud. Q LU ALLOWABLE LOAD PER TIE:1,825 LBS OVER BEAM REAR DECK FOOTING 12"DIAMETER connectors In contact „ U NOT LESS THAN 2 LOCATIONS WITHIN 24" SIMPSON BC UNDISTURBED BEAR FOOTING ON VIRGIN SOIL 8d @ 6 oc Along U) MIN THREAD OF EACH END OF DECK: BETWEEN EACH POST GIRDER SOIL with treated wood 36 MIN.BELOW GRADE Braced Wall Panel PENTRATION JOIST CONNECTOR FIGURE R602.10.8(l) MAXIMUM OVERHANG 24" 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING FIGURE R602.6(2) TO CENTER OF TOP PLATE,STUD CONNECTION tl PORCHES & DECKS SIMPSON HOLDOWN WALL TO WALL STRAP cr NOTCHINGAND OR HEADER NTS BORED HOLE LIMITATIONS FOR INTERIOR R507 EXTERIOR DECKS SIMPSON ABU INSTALLED IN ACCORDANCE 0) BOX FRAMING NTS 10 NON-BEARING WALLS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 1 ,4, ALLOWABLE LOAD: 1,825 LBS 15 v 12 DECK / GIRDER IS RAILING DETAIL 13 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS NTS H 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails .�C TOP PLATES SEE TABLE 507.2 FASTENERS at each stud at each stud EXTERIOR OR Lct i� IN 2 ROWS i2+ r-+ Strap may be attached OVER Strap may be attached OVER BEARING WALL U .� the plywood OR directly to the @ Op p� O 5.5"MIN FOR 2X8 Studs. Studs. OR directly to w 1 STUD 6.5"MIN FOR 2X10 NOTCH GREATER U O BORED HOLE MAX. 5' MAX 7.5"MIN FOR 2X12 _ THAN 50% r--, � DIAMETER 40% Qp �O p @ cV (PERCENT)OF F'•� 4, tn �l (PERCENT)OF PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE M V STUD DEPTH I „ <' METAL TIE FASTENED ACROSS AND rr M .fl 5/8"MIN. 5/8"'MIN. • P�a 3-16d @ 16 oc Along TO THE PLATE AT EACH OF THE �MM ) OC 0 TO EDGE TO(EDGE 2"MIN = = Braced Wall Panel NOTCH WITH 8-10D NAILS EACH SIDE F� "' O "� LEDGER BOARD LAG SCREW OR THRU BOLT _ = N 3/4"MIN a • NOTCH MUST NOT _ _ `'' ` •� + U =III=III FIGURE 8602.10.8(1) O M EXCEED 25% 0 I=111=111 ° •s CV tea. (PERCENT)OF 0 ' -1111 1j a e- TOP PLATES ..�- sem• P"' STUD DEPTH IPE ,,.;Lt !tl �•a ;`k,% O IF HOLEISBETWEIEN PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD BORED HOLES SHALL 40%(PERCENT)RIND C NOT BE LOCATED IN so%(PERCENT)OiENF PER FIGURE R507.9.1.3 (1) STRAPPING C STUD DEPTH THi << THE SAME CROSS STUD MUST BE DOUBLE _ _ • ' � SECTION OF THE CUT NO MORE THANT'WO Applies to Garage Wall and �, FIGURE R602.6.1 OR NOTCH IN STUD successivE STUDS DISTANCE CAN BE REDUCED TO 4.5" =III=III- = ARE DOUBLED IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction "=1�1= - � AND SO BORED 'SPACING IS REDUCED TO THAT OF =III > • ; TOP PLATE FRAMING TO LAG SCREWS TO ATTACH 2X8 LEDGERS ACCOMMADATE PIPING FIGURE 8607.6(1) TO 2X8 BAND JOISTS(112"STACKED NOTE;ALL RAFTER FACE APING SHALL BEAR MIN.12"ON STUD OR �. `r� olev� NOTCHING AND WASHERS NOT PERMITTED) of ry�ry.. BORED HOLE:LIMITATIONS FOR EXTERIOR STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD =�- 16 WALLS AND BEARING WALLS 1 / 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 I OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the MANUFACTURED LIGHT ENCLOSURE � p Exterior Full Thick Insulation way for access thin profile structural glued together see Ian w/ ceiling line CONTINUOUSEAD Fill entire Cavity to p p ATTIC INSULATION sheathingas draftsto and lay on plyw od Batt Insul CEIING FRAMING Seal joint withSheathing eala Insulation dams p support OF SEALANT Subfloor behind tub �__ Tub attic hatch - R-val Non-combustable sealant Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking SUBFLOOR GLUED,CAULKED Sealed to�`� Air Seal exterior insulatio requireme access opening Sealant or OR GASKETED TO RIM insulation from Gasket falling through Continuous wall adhesive /4 structural sheathing JOIST/RIM CLOSURE floor `� access L of Sealant or ` as enclosure liner sealed SEALANT Sealant solid blocking adhesive �I, at perimeter and seams. Sealant _ OVER GASKER BSILL PLATE ILLED " g' i or rigid insulation pp g Seal stairs 1 min Rigid Weatherstri in 0 AdhE;sl Casing \ EXPANDING FOAM SEALANT .e Pre Fab Fireplace Insulation. Air sealed around Panel -� 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges '-Pull-down frame a 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter g with caulk 0 Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase = attic hatch or foam AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (c)- D CANTILEVERED FLOORS PULL-DOWN STAIRCASE � DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING _-- ' 0 EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL (a) PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL d ` ATTIC HATCH DETAIL TO BAND JOISTS . LL This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, O Refer to Manufacturer for installation manual. R-50 Insulation R-50 Attic Stair Cover >Z ENERGY NOTES Eave baffle installedR 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 LLI O g P 9 Y adjacent to soffit and cave 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party(HERS Rater) using the - Table R402.4.1.1-Air barrier and insulation installation. Manual "J" Manual, "S" &"D"submitted at CO. vents. Baffle shall extend over The authority having jurisdiction shall be permitted to determine an the top Of the attic insulation ' z if energy efficiency program to exceed the energy efficiency required by this code. UJ 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYR ROOF CONST. ID '.. 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" Manual ,"S" &"D"submitted at CO. - Z z efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 X CJ W/ INSULATION O COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascial AS PER DRAWINGS 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 W n Z General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER O requirements in the building envelope. 10. R403.4 (Mandatory) Mechanicals stem piping insulation carrying Const. Dwgs Q - fluids > 105 F degrees or<55F de rees shall be insulated with R-3 Minimum. c - Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 9 9 d continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT i WV 0 11. (R403.3.5) Building Cavities (Mandatory) 4 U) Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall O 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 P g +O � c� sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs I I- L 12. N1103.5.1 (R403.5.1) Heated waiter circulation and temperature maintenance systems (Mandatory) �-' o Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The t 0 co installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. U) n O O LO 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. I recommendation and said density shall be maintained for all volume of q Y Automatic controls, temperature sensors and pumps shall be accessible. 'i r Q or an approved third art using manual "J" "S" & "D P P P k M ! m each cavity. Batt type insulation will show no woods or gaps and PP party g Manual controls shall be readily accessible. 0- LL) maintain an even density for the entire cavity. Batt insulation shall be installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE o The building shall be provided with ventilation that compiles with the requirements of E c exists,the batt product will be cut to fit the remaining depth of the o o E cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by 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 N C o.E shall be laced to full an surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system F �4'= `o P y a-- L w test results shall be signed b the art conducting the test. is not operating. m o U 2 manufacturers'specified density.Where faced batt is used,the g Y party g 2 . Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM ` S z `� °' s `° installation tabs must be stapled to the face of the stud. There shall be N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy "' r m ` - - o stapling 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 IN r.,.--t r Z = 0,@ 040 M0 g o t ( `7 O.2 .O Uto stapling installation tabs. 7, R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Y q ACCORDANCE WITH - 2 2 combustion air. Factory 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 .� o 3 e ui ment is used to rovide whole-house mechanical ventilation the air handler shall be w N 3 L = E Z,3 Insulation that upon installation readily conforms to available space according to UL 127. q p P Wood Blocking HERS REPORT -� �, ; ; ! w C•6 w o�-0 N 2 shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor, as backdam TYR ROOF CONST. { ~�� i a a-6 0 o,at'` c U, density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be -.•; 1 _ provided for each separate heatingand cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) Ceiling/attic The air barrier in any dropped The insulation in an dropped ceilin soffit shall be aligned with the p g Y P y P Roof underly ment " " y pp y pp ' the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with y 2 x CJ W/ INSULATION ' �' w ceiling/soffit shall be aligned with the air barrier. sealed to drip edg - i " 1 " f r I L) T `= t= E E" o ACCA Manual S based on building loads calculated in accordance with ACCA L" "" Co insulation and an gaps in the air barrier shall be max 70 F heating and 78 F Cooling. 9 - N'� - ¢N _ o g g. AS PER DRAWINGS s Y g p Manual J or other approved heating and cooling calculation methodologies. „ a „ a S sealed. New or re lacement heatin and coolin a ui ment shall have an efficienc OR HERS RATER ``° , 5 N a o 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum P 9 9 q P Y i ' Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ -- geographic location where the equipment is installed. Soffit see wall doers to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided b an approved third SEALANT i ? shall be sealed. party using the Manual "J", Manual "S"&"D" submitted at CO. Const. Dwgs ;:•:" �''(, � ' 1 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented �' { 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 plate shall be sealed. The junction of the by completely fulling the cavity with a material having a thermal contain only high-efficacy lamps. top plate:and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall 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 barrier. Windows, skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION - shall be sealed. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. TABLE M1505.4.3(2) Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL'..` RATE FACTORSa, b above garage and exposed edge of insulation. permanent contact with flue underside of subfloor decking or floor cantilevered floors framingcavity insulation shall be permitted to be in contact with the RUN-TIME PERCENTAGE IN EACH 4-HOUR o 0 0 0 0 0 � P AREATO BE EXHAUSTED EXHAUST RATES SEGMENT 25/0 33/0 50/0 66/0 75/0 100/o topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS Factory 4 3 2 1.5 1.3 1.0 OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM p shall be covered with a Class I,black permanently attached to the crawlspace walls. a.For system run time values between those given,the factors are permitted to be LU vapor retarder with overlapping joints determined by interpolation. r l'- taped. INTERMITTENT OR 20 CFM CONTINUOUS o z Shafts,penetrations Duct shafts,utility penetrations,and flue b.Extrapolation beyond the table is prohibited. WINDOW ui Q shafts opening to exterior or unconditioned space shall be sealed. 24" CU D 2 LLI (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW J PASS THROUGH FALL PREVENTION U TABLE M1505.4.3(l) DEVICE CONFORM TO U)Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE the correct density without any voids or gaps orCONTINUOUS v AIRFLOW RATE FINISHED FLOOR compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHTABOVE insulation that on installation readily conforms to the REQUIREMENTS TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED Gavage separation Air sealing shall be provided between the garage and FLOOR AND GREATER THAN 72"ABOVE THE FINISHED ~ NUMBER O F BEDROOMS GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal M..� envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOTALLOW Fri 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 (square feet) 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 Airflow OW !tl CFM 2.OPERABLE WINDOWS THATARE 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 R installation readily conforms to available space shall RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE r l Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be < 1 ,500 30 45 60 75 90 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 �Tv exterior wall showers and tubs shall separate them from the showers and insulated. W U 2. o yobs. 1,501 - 3,000 45 60 75 90 105 N1101.14 (R401.3) Certificate (Mandatory) Q CZ Electrical/phone The air barrier shall be installed behind electrical or >~ > rn U M � bot on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall zs o 3,001 -- 4,500 60 75 90 105 120 in the space where the furnace is located, a utility room or an approved location inside the building. bO 0C HVAC register HVAC register boots that penetrate building drywall. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit ® � b boots envelope shall be sealed to the snbfloor or drywall, .-� directory label, service disconnect label or other required labels. The certificate shall indicate the �/ o ern t Concealed When scaled n be sealed,concealed fire sprinklers shall 4,501 - 6,000 75 90 105 120 135 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components `r' � sprinklers only be sealed in a manner that is recommended by the such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; manufacturer.Caulking or other�adlnesive sealants shall not be used to fill voids between flue sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results ;Y walls or ceilings. 6,001 -- 7,500 90 105 120 135 150 from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. 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, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. > 7,500 105 120 135 150 165 cooling and service water heating equipment. Where a gas-fired unvented room heater, 2 electric furnace, or baseboard electric heater is installed in the residence, the certificate shall ` a Qs0010 G¢.,� For 51: 1 square foot = 0.0929 m , 1 cubic foot per minute = 0,0004719 1113/S, indicate "gas-fired unvented room heater," "electric furnace" or"baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. a c ENGINEERED FLOOR JOIST CONTINUOUS RIDGE VENT INSULATION SCHEDULE OF AMINIMUM FLANGE shall comply with 2020 NYS ECCC R302.13 FIRE PROTECTION OF FLOORS. 1/2"THICK GYPSUM OF 1-1/8"X 2"WIDE. RIDGE BOARD R802.3.2 COLLAR TIES &Res-check FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BOARD LAYED ON ,i SHALL BE NAILED with 4-10d BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A TOP FLANGE WITHOUT ADDITIONAL FIBERGLASS BATT INSULATION BOX NAILS IN ACCORDANCE '/2-INCH GYPSUM WALLBOARD MEMBRANE ANY FASTENERS. IF REQUIRED TO COMPLY WITH ENERGY THERMAL ENVELOPE ION: CATIONS /e-INCH WOOD STRUCTURAL PANEL MEMBRANE, WITH FASTENING SCHEDULE FLAT CEILING INSULATION: R-30 batt in ceiling joists 5 CODE.REFER TO RES-CHECK OR HERS w VAULTED CEILING INSULATION: R-21 batt in 2x8 rafters OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. NOTE: REPORT FOR INSULATION REQUIREMENTS. 0 / \ RAFTER/CEILING JOIST HEEL ABOVE GRADE EXTERIOR WALL: R-21 batt in 2x6 wood studs INSULATION OMITTED \ JOINT CONNECTION wALLS COMMON WITH GARAGE:R-21 batt in 2x6 wood studs PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, FOR CLARITY.REFER TO 2"BATT MINERAL WOOL INSULATION —� y ] SHALL BE NAILED 2ND FLOOR RIM JOIST: R-21 LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS, DRAINAGE, ENERGY COMPLIANCE LAYED ON TOP FLANGE WITH O 12 2x4 CT @ 48" oc \ I \ 12 TOGETHER IN ACCORDANCE 1 ST FLOOR BAND JOIST: R-30 PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. DOCUMENTS INSULATION STAY WIRES 24"APART WITH TABLE R802.5.2 ATTIC WALLS:R-13 batt in 2x4 wood studs MANUFACTURER:"ROXUL" 8 / \ 8 (SEE DWG-1 FOR TABLE) WINDOWS/SKYLIGHTS:U:s 0.30,SHGC:5 0.30 EXCEPTIONS: �-- WITH SIMPSON H2AAT EACH FOUNDATION WALLS:Interior R-11 draped batt FIRE PROTECTIVE OPTIONS RAFTER TO STUD. ATTIC STAIR COVERIACCESS HATCH: 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN FOR I-JOISTS FLOOR SYTEMS D Cover:z R-30 foam board or equivalent AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, O R806.3 NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM, COMPLIANCE WITH:R302.13;FIRE PROTECTION r�//�� MIN. 1"AIR GAP OTHER SPECIFICATIONS OF FLOORS: EXCEPTION:#3. PLUMBING NOTE: W BETWN INSULATION INFILTRATION(BLOWER DOOR):s 3 air changes per hour 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED ATTIC R-30C BATT AND SHEATHING DUCT LEAKAGE:s 4%"leakage for ducts outside of thermal envelope FOR STORAGE OR FUEL-FIRED APPLIANCES. ALL PLUMBING SYSTEMS SHALL BE INSULATION LIGHTING: 100%high efficiency lighting(CFL's or LED's) INSTALLED IN ACCORDANCE WITH O APPLIANCES:All appliances must be Energy Star certified 3. PORTIONS OF FLOOR ASSEMBLIES PART VII-PLUMBING SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: 7 *If part or the entire attic will be decked over with plywood, 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED ELECTRICAL NOTE: Z _Top of Plate— __ — the ceiling joists must be deep enough in order to fit the 80 SQUARE FEET PER STORY Q batt insulation so that it is not compressed.If not then 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG ALL ELECTRICAL EQUIPMENT Clg Jsts will have to be built up or upgraded to the next size. THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED AND WIRING SHALL BE INSTALLED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. IN ACCORDANCE WITH PART VIII-ELECTIRCAL W Q O R802.5.2.1 LAPPED JOIST R403.6 Mechanical ventilation shall be provided that OF THE NYS CODE, A MINIMUM OF 75%PF U O LAPPED NOT LESS THAN 3". meets the requirements of section M1507 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE PERMANENTLY INSTALLED FIXTURES SHALL BE NAILED 16dMUST HAVE HIGH-EFFICACY LAMPS. LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, COMMON NAILS IN ACCORDANCE R403.7 Heating and cooling equipment shall be OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. W WITH TABLE R802.5.2 ON DWG-1 sized in accordance with ACCA manual J by a BARS,GRILLES.COVERS R310.4 MECHANICAL NOTE: o certified third party rater. a' BARS,GRILLES,GRATES OR SIMILAR THE MECHANICAL SYSTEMS SHALL Z Z U) L BEDROOM #2 WALK-IN BATHROOM DEVICES ARE PERMITTED TO BE PLACED BE INSTALLED IN ACCORDANCE WITH CLOSETPART V&VI OF THE RC OF NYS. .. OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED AS FOLLOWS:NET ALL MECHANICAL SIZING PER ACCA W R-21 BATT CLEAR OPENING SIZE COMPLYING MANUAL"S"BASED ON LOADS O INSULATION WITH R310.1.1 TO R310.2.3 AND SHALL CALCULATED PER ACCA MANUAL"J" — R-21 BATT , „ BE RELEASABLE OR REMOVABLE DUCT COMPLIANCE WITH MANUAL"D" To of Subfloor INSULATION 12 -� FROM THE INSIDE WITHOUT THE USE �/ - - p— - -- - -- - _ - — --�------ 16"DECK FOOTING OF A KEY,TOOL,SPECIAL KNOWLEDGE R303.4 MECHANICAL VENTILATION. W < U _Top of Plate— _ __ _ — — SEE DETAIL ON DWG-2 OR FORCE GREATER THAN THAT REQUIRED DWELLING UNIT SHALL BE PROVIDED '^ Q 2 - 2x10 P.T. GIRDER FOOTING SIZE PER TABLE FOR THE NORMAL OPERATION OF THE WITH WHOLE HOUSE MECHANICAL UJ O C C O R507.3.1 FOR DECKS ESCAPE AND RESCUE OPENING. VENTILATION IN ACCORDANCE WITH O G co � �' _ ___ -0\`, SECTION M1507.3 E LO ---R-21 BATT 11-1 �-i� 65'-0" 0LOcn o INSULATION ® ® I 25'-0" LJ�000 cr)O Q d FAMILY W 00 °O KITCHEN BATHROOM UO 2 x 6 DECK JOISTS @ 16"oc ROOM I I 2-2 x 6 P.T.GIRDER CD Y m C) I 0 `- I 12"Dia DECK FOOTING E.s y r- I WQ @ I SEE DETAIL ON DWG-2 0 `0 m VJ _ , „ � Cn 0 To of Subfloor DECK LATERAL HOEDOWNS O ———— = l�' 3_6 0 m ° — p— ' - -- - — I N (_A DECK LATERAL HOEDOWNS ' t= ' o •. t 6 ° SIMPSON DTT2Z c c z ° ° " m "' o SIMPSON DTT2Z I O I I WITHIN 24 To of Foundation WITHIN 24"OF EACH END 2X10 DECK LEDGER "OF EACH END ° c-L m — p— - — - -- - — - — < I SEE DET. ON DWG 2 DETAILS ON DWG-2 2X8 DECK LEDGER ,a�c o ° o N a o DETAILS ON DWG-2 I _ ------r-- ------------------------------ --------- -- SEE DET. ONDWG2---- 2'-0' x1'4' c a� 'n >.2 0) 2 "F o R-30 BATT s -------------------- m o. a o CL ° - -n N C c o C o = 3 5eVL Girder o --------------------------------------------T-------------------- ----------------------------------- --------- 0 0 ° ° g a2,0,t�� X38'-8" - Step Footing _ _ '0 m a _ * - �? 1V to 2H max. Ls -M N �� 3 ` � 4 UNFINISHED 302.13 FIRE PROTECTION OF FLOORS: d p g U c _ ° ° a t o o PROVIDE 1/2"GYPSUM BOARD ON ENTIRE W Or provide full hei ht _ ° "` L BASEMENT CEILING ABOVE BASEMENT ATTACHED O ��-� U b TO THE UNDERSIDE OF THE JOISTS. d - CO 0 w= - o ------------- ----------- fo�Indationwalls-----------------------------, N ° �t C'i _� ZW ------ �ca _2' ¢` ,) = � = moo -_ CO W _ a) C mE—m 07 O U° °U (.0 OZUF- B -C ° o-o � t c .- m b• �•" -' u O Q to uj of 0 F- U ,n m a- F- m E a o a g O�<W OW=Uj a: O Z U F- TYP.BASEMENT SLAB ZLD O 40 w m UNFIN. BASEMENT � 0 cn To of Footingm E N ; — p - - - -- - - - - a a a a a a a O U w - ONCR TE LL 4" CAST IN PLACE C - _ F- w=U)w \ \ SLAB INSTALLED IN � z¢z W \ ; (n Z' 'O`6 O 0 a m o O O ACCORDANCE WITH L o m W H co (!1 g'i i� O a(D W If) SECTION R506 O U w o CO SECTION - A W w LIJ MW T _ Lu (n �rr�� Qi i0C7 �Nmz �dm� i CD V Ui iJW � LLWQ� ��-wrn t COi LL= �D(�W r!1 (n n 0uJ tt �� LUX J N j J TYPICAL INT.FOOTING/COL W N 0 0 - ; SCALE: 1 /4 1 "O ih �� M COWWO 24"x24"x12"THICK O LLUjQZEO N o'a c)F— CAST-IN-PLACE CONCRETE co o c7= WINDOW WELL R310.2.3 O O FOOTING&4"DIA STEEL N w --------- � rjz= � HORIZONTAL AREA SHALL BE O ' O ' COLUMN 0 0='~ ' MIN 9'-0"SQ FT.WITH A I co d U a UNEXCAVATED HORIZONTAL DIMENSION N N i , „ TYPICAL GARAGE SLAB TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION OF MIN T-0"TO ALLOW FOR _ 3 5/2 4° CAST-IN-PLACE SLAB EMERGENCY ESCAPE AND " '- " '-- -- -- --' \ --- ---- W/6X6 W4.O X W4.O WWM c 3-1/2 x f f 7B LVL M i i ; co 3_-1/2" x 11-7/8" L�/L PITCH SLAB-1/4"FT TO Class A Asphalt Roof Shingles w/ 3/4" Plywood Span Rated Subfloor, CD RESCUE, COVER PLACED � __ __ ___ _ ______ ____ _____________ '__ _ ___________1 00 0 --Q--'------ --- r --- -- -- o -------------'--�- ----_ GARAGE DOORS - OVER OPENING PERR310.4 *----------------,- __ ______ ____ a -_- _ _ __ _ ---------- fasteners per manufacturers specification Glued and Nailed in N t_c---,-- 1 I BRACE WALL ABOVE N d and 2020 NYS RESI CODE. accordance with the fastener schedule. "' `-- --' -- " ---`--t- -- -- -- -- CONNECTION DETAIL N N Ice & Water barrier as per section R905.1.2 Floor joists and Bridging as per Code. g'-0" _______ ' „ i TYPICAL DWG-2 24,_4„ (Note: Double underlayment is required 6 9'/2' 6'-8" 6'-8" 8 for Roof slopes between 2 on 12 and 4 on 12) TYPICAL FOUNDATION CONSTRUCTION 3'/2" - Framing As per plans with 1/2" exterior grade in accordance with chapter 4 Mr=__ 00 ILLI span rated structural plywood Sheathing, 3000 psi Air Entrained cast-in-place concrete __ ___ ° In (fl W r Nail to framing in accordance Fastener wall on cast-in-place Concrete Wall Footing per 2x4 FRAME AROUND ___ ___ cr N 0 iriF-o O Z Schedules & Strapping per detail sheet(s). R403. refer to Foundation Plan for footing size & STAIRCASE FROM FLOOR M Z W N TO CEILING. TREATED SHOE --------- cn 0 W=6 (q F- 0ZUF- Flashing per R905.2.8 thickness. PLATE AND GYP.WALL BD _ ___ ___ �I D W ¢W LID Q Damproofing per R406. 2- 2x6 approved INSIDE FACE OF WALL MIN. � o o ¢ i DROP TOP OF CONCRETE W 6i ATTACH RAILINGS.HANDRAILS TYPICAL SOFFIT CONSTRUCTION. treated Sill Plates, Sill Seal And Termite shield per 34"-38"ABOVE NOSING. r --- --- o --� Z o Z= AS REQUIRED FOR ; Of > Q O '- O m W F— GARAGE DOOR,SEE PLAN 8" overhangs-typical Section 8318. Anchor bolts per Foundation Plan UNDER STAIR PROTECTION: N O U W o i i FOR GARAGE DOOR SIZE C) 6" Wood fascia & 6" Wood rake boards. and R403.1.6 I I R302.7 1.2"GYP BD SHALL -------- N LL Q W " " BE APPLIED TO UNDER o 0 Trim in aluminum or use azek or equal DIRECT VENT O UP in ��WW �---------------------------------- _--__----_--__-- ------ HVAC SURFACES. O a Metal drip edge per R905.2.8.5 INTERIOR WALL FINISH HVAC UNLIT �' E�m Z Fully Vented Vinyl Soffits Provide 1/2" Gypsum Wall Board on ceilings and walls DIRECT VENT FURNACE N O LL W Q� ------ ----------------------------------------------------------------- except basement walls & clgs - unless noted. Min 1/2" o ❑ INSTALL IN COMPLIANCE O N J o Step Footing ►--� W/RESIDENTIAL,ENERGY CO O- 1 V to 2H max. TYPICAL EXTERIOR WALL Moisture Resistant Wall Board on Ceiling and all walls ; &MECHANICAL CODE �- it m L)o 2x6 Doug-Fir Wood Studs @ 16" oc. in Bathrooms (humid areas) and 5/8" cement board on ______________________------ --------- ---------- ____ __-_-_________----__-__------------------_-; `r Or provide full height Double top Plate and Single Sole Plate. walls and ceilings in wet areas. Provide 5/8' Fire Rated = = foundation walls 1/2" exterior Grade - Span Rated gypsum wall Board on walls and ceiling located as per -------------------------------------------------- ----------------- -------------- --------------------- -------- Continuous Structural OSB Sheathin code, manufacturers requirements and drawings. MAINTAIN REQUIRED SEPARATION DECK LATERAL HOLDO NS I 2X8 DECK LEDGER Sheathing. q g SIMPSON DTT2ZI SEE DET. ON DWG 2 per Fastener schedule. I Fastened Fasthedule. DISTANCE FROM ALL HEAT WITHIN 24"OF EACH END _ p PRODUCING EQUIPMENT TO DETAILS ON DWG-21p N tyvec House Wrap or equal. COMBUSTIBLE MATERIAL AS PER �. 8-�„ LID (� � R905.1.2 ICE BARRIERS; MANUFACTURER'S SPECIFICATIONS L Vinyl Siding as per clients selection SELF-ADHERED POLYMER MODIFIED AND LATEST MECHANICAL CODE. TYP.DECK FOOTING t' 1 installed per manuf specs and code. BITUMEN SHEET USED IN PLACE OF SEE DETAIL ON DWG-2 �- - I, V rA Cont. load path strapping installed in accordance NORMAL UNDERLAYMENT AND161-311a4 o 2X6 DECK JOIST @ 16”OC — — — — — — — — — J' 4'-4'/2' 1 6'-3" 4'-4'/2" V with drawings. Provide Fire Blocking in accordance EXTEND FROM THE LOWEST EDGES OF 2-2X8 TREATED GIRDER with R302.11 & R302.11.1 and ALL ROOF SURFACES TO A POINT NOT ►--I ai L, o cz Draftsto in R302.12 & R302.12.1 LESS THAN 24 INCHES INSIDE THE 40'-0" 25'-0" 4 NM pP g per EXTERIOR WALL LINE OF THE BUILDING. -ts ln� p ON ROOFS WITH SLOPE EQUAL OR GREATER TYPICAL FOUNDATION - 9'-0" WALLS an THAN 8/12, THE ICE BARRIER SHALL ALSO BE ( ) x APPLIED NOT LESS THAN 36" MEASURED ALONG IN ACCORDANCE WITH CHAPTER 4 A 8" CAST-IN-PLACE WALL WITH 4 o M THE ROOF SLOPE FROM THE EAVE EDGE OF THE in "o Ix BUILDING HORIZONTAL REBAR: PER TABLE R404.1.2(1) LADDER&STEPS R310.2.3.1 Greater than 8 foot Wall Height: One #4 bar within TYPICAL ANCHOR BOLT -R403.1.6 G 12 inches of the to of wall and One #4 bar near MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH _ WINDOW WELLS WITH A VERTICAL p NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ED A DEPTH GREATER THAN 44 INCHES the third points in the wall story. 9'-0" FOUNDATION WALL HEIGHT ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. ^r, � �L'�, SHALL BE EQUIPPED WITH PERMANENTLY VERTICAL REBAR: PER TABLE R404.1.2(8) 1. Walls 24 inches total length or shorter connecting offset braced wall ' � tiP J AFFIXED LADDER OR STEPS USABLE panels shall be anchored to the foundation with not fewer than one anchor bolt WITH THE WINDOW IN THE FULL OPEN #5 @ 41 inches on center. ** FOUNDATION PLAN- lcated in the center third of the plate section and shall be attached to adjacent °� q' Tt POSITION. RUNGS SHALL HAVE AN �� �� braced wall panels at corners as shown in Item 9 of Table R602.3 1 INSIDE WIDTH OF AT LEAST 12 INCHES ON 16 x 8 CAST-IN-PLACE CONT. WALL FOOTING, p ( )• s� I, 4 SHALL PROJECT AT LEAST 3INCHES 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE SCALE: 1 /4" — V-011 2. Connection of walls 12 inches total length or shorter connecting FROM THE WALLAND SHALL BE SPACED SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND offset braced wall panels to the foundation without anchor bolts shall be permitted. NOT MORE THAN 18 INCHES ON-CENTER The wall shall be attached to adjacent braced wall panels at corners as shown in VERTICALLY FOR THE FULL HEIGHT OF TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP V,• - 07:, 10 THE WINDOW WELL. FOOTINGS 1V TO 2H . Item 9 of table Rso2.3(1). SOLAR ENERGY SYSTEMS CHAPTER 23 &CR3241 SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE D WITH CHAPTER 23 AND THE FIRE CODE OF NYS. SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. O PANELS SHALL BE LISTED AND LABELED PER UL 1703. SOLAR READY ZONE: IN ACCORDANCE WITH APPENDIX T THE TOTAL SOLAR-READY ZONE AREA SHALL BE O NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ACCESS OR SET BACK AREAS AS REQUIRED BY v J ° THE INTERNATIONAL FIRE CODE. ROOF AREA ORIENTATION SHALL BE BETWEEN U_ 110-270 DEGREES OF TRUE NORTH. O CONSTRUCTION DOCUMENTATION CERTIFICATE REQUIRED PER T103.10 z W < 0 65'-0" V0 _ zOf 8'-0" W oz \T _ 2-2x10 _ z 0 - --_ -_ T___1-----———- —-——-- -_ - z W X6 POST I1/ O 2x 8 RAFTERS 0. 16"oc r) V I.y 2X8 CEILING J IST "oc W 1 V 2x4 COLLAR IES 48"oc o V)'^ V C CO O_ N O O CD C"O X C7 E • O N __ I r O M �i LO ROOF PLAN (� oQ Oco , nt: SCALE: 118" = 1'-0" M � I I I __. o0 I I LL d- W m I I TW30410-2 y y C 3-1/2"x 9-1/2"LVL 3-1/2"x 9-1/2"LVL 3-112"x 9-1/2"LVL ° `E P p w w E t v°i p`oma U O7C O V G C Ca' O Oma) ymf6 \" TOILET ABOVE N 4 c " P y a' ' o•� ° U 1 C C O O J10N O.0 8-.6 U ON U w0 Oa) Y O I (D C N 7 C — =0-- ' ' O > ' C --- " KITCHEN T.O.WALL (-14") r ;n.a3 t � �i✓ 3o3 o �` t° o° ° a) ° ==° aL ca- N - 0I h N , N y man � � 2 U1 N O� I 0 _ Coccc LyU,o. `o'E 6 rtcc y� ° 3 x > ° - , „ - N _ as o ° c cli C1) ,TJI 230-9.5"-Floor Joists(@ 16"oc a0 I in i+7 LO ►� w ° L� m v E °' ° y - ----- of ° i `- t= m � Zc QNcm �mo co y al" C) r- -i Z m e a E m a) o a) O c�w N 3'-0" O U Hc°iNma• HmEK. � on co - R302.5.1 OPENING ° o PLUMBING WALL c o _ PROTECTION. U_ INSULATED SOLID p z ABOVE c CORE STEEL DOOR, _j z 20-MINUTE F.R. _ 2 FLOOR JOISTS ___2''6" — 3'-5'/z' WEATHER STRIPPED& - - — - - - - -- - -- z 4'-3'/z" 16'-1" SELF CLOSING DEVICE. °o 0J v (2)1-3/4"x 9-112"L&FLUSH iN O O LL _j�_z_ J C? t� 2-FLOOR JOISTS - o-r o M 14'-7" _ 3'-4'/i -- 4'_1 W o 2 m ih 0 3,/„ -� o-oM N N -1 FAN HpOU_� TOILET ABOVE j� --------- N ® R-21 BATT GREAT ROOM -------- INSULATION 21-011 -----------------------------+ 3-1-3/4"x9114"LVL FLUSH _Z--__-___ 2'-8'/z' '-0' 3'-8'/z' ------------------ 24'-6'/s' BEARING WALL ABOVE _-------- 5'/" ' GARAGE 5'/z" J Z UL LISTED GAS _______ DWELLING GARAGE SEPARATION IN ACCORDANCE WITH TABLE R302.6 ` o PRE-FAB FIREPLACE „ SEE DWG-1 FOR TABLE INSULATION. 0 p GLASS DOORS& I ° HEARTH EXTENSION o- ------- `D INSULATE ALL GARAGE WALLS AND p WALLS COMMON WITH LIVING AS PER RESIDENTAIL L AREA W/R-21 BATTS. CODE-CHAPTER 10 O VENT TO EXTERIOR J UP 15R ' FAMILY PROVIDE:HEAT r W 5'/z" o is o ROOM DETECTOR PER R314.2.1 ~O o ' of c14 TO.WALL (-14") O Z x I I O (3)1-3/4"x 14"LVL N TJI 230-9.5"-Floor Joists CO 16"cc co L` cv M Q 192X96 -8 PANEL LU TOILET ABOVE = W Ll_I 23'-7Yz' v M= ~ 15'-0" I C - U CO J o > Q 2-2x8 2-2x8 2-2x 5'/2„ 2-2x8 --2-2x8 U) 10 TW30510 TW30510 TW30510 TW30510 eGRess Frame Entry with o —--____ 2x6 raftrers 16"oc Ono and 2x4 Cieling Joists 16"cc T`ehr/�1 8x8 POST fir/ TYPICAL RAILING � 2x4 TOP RAIL �j --------- --------- 2x2 BALUSTERS @ 4"oc 2x4 BOTTOM RAIL Ln - ------- --------- 4x4 POSTS @ 5'0"oc. 4'-011 41 -011 f� 0 5'-6" 7'-0" 7'-6" 7'-6" 7'-0" 11 5'-6" 11 4'-6" 11 16'-0" 4'-6" Z �? ~ 40'-0" 25'-0" Q F�� "q ���11 >~ M �J WINDOWS, EXTERIOR FRENCH & SLIDING DRS A -0 00 0 Plans indicates ANDERSEN series 400 Tilit Wash O Smoke Detector 4 W-4 Model Numbers and shall be In accordance with R609 Carbon Monoxide Detector 9' - PLATE HEIGHT To be designed & installed as per manufacturers Refer to DWG-1 General Notes I S specification for 140 ultimate design wind speed In accordance with Section 915 of the 1 ST FLOOR PLAN and Table 301.2(2) 301.2(3) -' �- 2020 IFC, R314, R315 of the Residential �,� '� U Provide HP LOW-E4 glass; U = .30, SHGC= .30 11 II rF� RC EGRESS: shall meet R 310 code of NYS II WINDOW FALL PROTECTION: shall meet R312.2 [NY]915.3.3 Residential Buildings and Commercial Buildings #[ Substitutions made upon meeting Code. With an Attached Motor Vehicle Related Occupancy i CI 4 >, A See page one, general notes for additional AREA SCHEDULE Carbon monoxide detection shall be installed in a central or otherwise approved . Code requirements. location in each occupiable space in a commercial building and within 10 feet of NAME AREA the entrance to sleeping areas and sleeping units in residential buildings and commercial buildings that: FIRST FLOOR AREA 1280.0 scift. 1. Have a communicating opening with an attached motor vehicle related occupancy, GARAGE AREA 598.4 s q ft. �C ®r �� 2. Share one or more common walls with an attached motor vehicle related occupancy,or �.. .,v. 3. Are located one story above or below a motor vehicle related occupancy. J O O Cl) LJ_ O Z W Q O U O I— Zry W Zz_ 40'-0" 814" 9'-0" 8'-0" �^ v) O W 0- Z � O S� > ry _ W ( Q TEMP SAFTEY GLASS O E —LO TW30410-2 EGRESS TW30410-2 EGRESS CL Q4' LO 2-2x10 2-2x10 LK O v, V_ 8'-11" V-0" 11'-0" F2-0" K7 10'-0" _ LL (Y� Q :3/2 �y 1 d. 3 ' 3/z /z ' 3 ' 3 z' 9 Bedroom #3 _ W m o0 8 o N '-0"CLG HT VENTS: _ o CO2X4 PLATE ON SUBFLOOR ROOF M �L 4 VTR o Bedroom #4 ( t .s P3103.1 ROOF EXTENSION WALK-IN C� r- m OPEN VENT PIPES SHALL to CLOSET p UtZ 8'-0"CLG HT verl o o TW210310-2 s EXTEND MINIMUM 6"ABOVE /�° p F-u� / - __ ____ S y °1, `° 2" -,2" THE ROOF OR 6"ABOVE THE a I� _ o Of p P R-21 BATT +I w Q,o 2 _ ANTICIPATED SNOW ACCUMULATION. N of w -' 2 2x10 �` ° _ o o m T -'- �1 Ii Z g N / 04 INSULATION U c o a o m o m c c • 3 ,' P3103.2 FROST CLOSURE: ri of J_J Q _ ° c c m - 3 WHERE THE 97.5%VALUE FOR Q I o w O in N cog a�c o °' ° a m o 0 • ; to U U �/ 4'0"KNEE WALL r 4'0"KNEE WALL \ m o o a n ° u Y „ „; „ .I I ,� -- OUT-SIDE DESIGN TEMP IS 0 DEG F cv m X '�, c n 2 8 >n nY '� o , 1112 ,1112 11/2 .11/2 11/2, 11/2 2 FAN ° x a�Nc' co �•- ff oc3 ' OR LESS.VENT EXTENSION THROUGH I N N LIN �-� : WASHER A ROOF OR WALL SHALL NOT BE LESS ® CIL �Ltr / v " " c" S , n , " i I W U) O [0 0 "p O V N 0 C d U N L E 2 2 THAN 3"IN DIAMETER. ANY INCREASE I 2-6 1 -6 R-15 BATT or ; 0 N _ �w ,n L �, C, IN SIZE OF THE VENT SHALL BE MADE 2-4 21-411 INSULATION ¢ Cd) m •c•c'� 0 ,�o o E 2 ND FL. Floor NOT LESS THAN 1 FOOT INSIDE THE I \ 0 2x10 RAFTERS 6"oc (n @ = _ v,.12 o o c o ' THERMAL ENVELOPE OF THE BUILDING. O \ W x i = CO ora-0 »- c �' m c m 3" / - HALL M co W N w s•� 0: c L= E2� oo �`� O F- I rn N P m m 3n 2„ r o \ / cD 8'-0"CLG HT co 2'-6" �i —� - ?'- s ui o c U c „ O ' „ a LE— ull - O - M 22X10 W O to S Z Q w c 2 c m o . nP n t ° » c tc So 3 � - S � W I-- U �nmv I- mEa._ oa 2„ - - _; 2" i ---- ---- 5-0 gown / T z X 0v o • Stair 1 ch o N r` N c°x X N --- ......... - 3„ - o 2x12 RIDGE --------- F.D. '/ N \ N 1 (2)1-314"x11-7/8"LVL Structural Ridge N`v N '1 1/2 3 iv 2x1D RAFTERS a0 16"oc � - - - - - - It � in „ Cy) - - - — - - — - - - - - 1 1/2'. 1 1/2" 1 1/2„ M I --------- m 5._ , 2-4 )` 8 - U - — - co DW I 2x8 CEILING JOISTS 16"oc --------- FANi I -' o in a t @ = N RECREATION Co 2" 2x4 COLLAR TIES @ 48"oc o________ __ __; ® '-0" / I ROOM �� 1ST FL. I =-------- s - - - - - - - - - 8'-0- - - — — — — — — — — — — — W — CLG 3 2" I / VENT CLOTHES DRYER \ F- o f= 4" FAI - _ IN ACCORDANCE WITH v _ u_ ' I � /' CHAPTER 15-CLOTHES O N 3u Q1 1 I U o o \ 24'-6'/2" O To a New Suffolk County N , DYERS EXHAUST o Approved Sanitary system 4�' co PLUMBING RISER DIAGRAM I �--- PROVIDE CURB&WATER-PROOF @ U) / PAN WITH CURB&DRAIN � \ WALK-IN m x \ 5/z --------- �L CLOSET xN M Not to Scale ____----- w \ R-15 BATT 4'-0"KNEE WALL LL INSULATION 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 � o N jO 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS I j __---_ _ w \ `N Ir MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 I I + X �N �,� LO ^ / N x T V N - Bedroom #1C? 12'-1" ° ° " -�o 2X4 PLATE ON SUBFLOOR T 10'-0" TRAY CLG I `t Z N Bedroom d #2 / HT U - — — — — — — — — — -1 21 (0 FA o ° D / 14'-9" N ® N O 2-2x8 2-2x8 \ 2-2x8 2 2x8 2-2x8 ,'fin N Z C/) - - ---- --- -- - - - Lf) o Z — — — EGRES W30510— — — — —TW30510— _ — — TW30510 — — — — —TW30510 eGR — — — —TW30510— — — — — [NY]915.3.3 Residential Buildings and Commercial Buildings = W 6i SAF ETEMP 1GLASS With an Attached Motor Vehicle Related Occupancy Q Q Carbon monoxide detection shall be installed in a central or otherwise approved < LU location in each occupiable space in a commercial building and within 10 feet of the entrance to sleeping areas and sleeping units in residential buildings A,\\ and commercial buildings that: 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. 0-0 5'-6" 7'-0" 7'-6" 7'-6" 7'-0" 5'-6" 40'-0" 40'-0" 25'-0" F� R312.2 WINDOW FALL PROTECTION NOTE: w GUARD RAIL NOTE: STAIR HANDRAIL NOTE: a TOP OF THE WINDOW SILL SHALL 9' - PLATE HEIGHT Porches,balconies or raised floor Provide Handrail on at least one side BE A MINIMUM OF 24"ABOVE THE FINISHED WINDOWS, EXTERIOR FRENCH & SLIDING DRS surfaces located more than 30 inches of each continuous run of treads or flight W U g will, FouR OR MORE RISERs. FLOOR AND GREATER THAN 72 ABOVE THE Plans indicates ANDERSEN series 400 Tilit Wash above the floor or rade below shall V Zi have a railing not less than 36 inchesHandrail Height measured above FINISHED GRADE OR OTHER SURFACES 2ND FLOOR P LAN Model Numbers and shall be In accordance with R609 Q �, in height. Railings shall have Top rails and stair tread nosing,shall not be less than BELOW ON THE EXTERIOR SIDE OF THE To be designed & installed as per manufacturers Balusters and Bottom rails that are 34 inches and not more than 38 inches, I1 I Idesign ° No MORE THAN 4 INCHES APART. BUILDING. SHALL COMPLY AS FOLLOWS: �+ /''� I specification for 140 ultimate wind s speed EXCEPT:the train IN openings formed All Handrails shall be continuous the full SCALE: 1�� - � �� p and Table 301.2(2) 301.2(3) o 9length of the stair from a point directly by the riser,tread and bottom rail of theabove the top riser of a flight to a point R312.2.2 WINDOW OPENING CONTROL DEVICES: Provide HP LOW-E4 glass; U = .30, SHGC = .30 o Guard rail at the open side of a stairway directly above the lowest riser of the flight. WINDOW OPENING CONTROL DEVICE SHALL AREA SCHEDULE EGRESS: shall meet R 310 are premitted to be of such a size that a Handrails adjacent to a wall shall have a COMPLY WITH ASTM F 2000. THE OPENING WINDOW FALL PROTECTION: shall meet R312.2 ,A/ �,rl o M 01 DEVICE AFTER OPERATION TO RELEASE THE Substitutions made upon meeting Code. Ix 6 inch sphere cannot pass through. space of not be less than 1-112 inches NAME AREA F� �V between the wall and the handrail. �n � Open sides of stairs with a total rise of see IRC code for exceptions.Refer to DEVICE SHALL ALLOW THE WINDOW TO SECOND FLOOR AREA 1651.5 sq ft. See page one, general notes for additional _D �,P more than 30 inches above the floor or IRC Code forp sizespecifications.ecifications. FULLY OPEN TO MEET THE CLEAR OPENING code requirements. than 34 inches nllheighthaveguards measured less g AS REQUIRE TO MEET EGRESS R310.2.1 vertically from the nosing of the treads. � � �"..'ref ( � `• tr h0f��.N'�, , ❑ J 0 CONT. RIDGE VENT I— ZD 12 O 12 co ►- 12 D ASPHALT SHINGLES � 12 � 12 O 8 a 8 r GUTTERS&LEADERS z AS REQUIRED TYPICAL ❑ Top of Plate W Q O Top of Plate --- - -'— Top_ f Plate U O F_ Z � I t ❑ 77 �-- zz FFF12 12 °' m O 11LLJ 11 8 W CL Z To of Subfloor To of ubfloor Toe Subfloor ❑ - ao o ate Vinyl Siding Toeo date_ W v O O I a a o � � o4 C:) U) � Ln � W m 00 i Ton _ ubfloor .' To o ubfloor _ P ' Top of_ oundation T_op ou_ndation _ N FINISHED GRADE FINISHED GRADE r w E m !___1 a O � O •"� N C ° I I I I BottomOf O � _ __ .ES_CAPI Footing D RESCUE DNCWWITH WEL36below =•^aO a2=�N YO °•- � O = 3 I I Grade Minimum I , _ _ _ _ _ _ _ _ _ `_ _ _^_ _, - � To Voting � ° � a° � a� y s �m -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '� Top of Doting [ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - p- --g " .2.0H ,� � t_ ` c � N N S D_= C > .n ° D V O U =� D � U Q-C CO �`t .O.. O C -0 C N N.- N O C E U G REAR ELEVATION LEFT ELEVATION ¢N Q) = °.E�a ma y o 0 r- i= Uv)NU HccEa�on SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" CONT. RIDGE VENT 12 12 12 co12 ASPHALT SHINGLES 12 8 8 M 12 � a D r C-9 CONT. RIDGE VENT 12 GUTTERS&LEADERS AS REQUIRED 12 � TYPICAL Top of Llalli,e_ To f Plate N � L17 O Q M � = W o r o U J co M 12 [E— Q co 112 `o I Top oSub or To f Subfloor op o to -'To piste . OO as - I n r Top of Su !Dor _To )f Subfloor Top of Foun atio To of Foundation A-+ A I °' I , L J I I M r � .d o O -- Foot oo -Top of _ _ _ _ _ _ _ I_ 1 a f_ooting _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I - - - - - - - - - - - - - - _ _ _ 'I `•./, ',� :� r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - D N v A U Aft RIGHT ELEVATION FRONT ELEVATION N SCALE: 3/16 = 1 -0 „ _ �. SCALE: 3/16 - 1 -0 {; `' M COtJTlrll ^LILY^HE=THED Lirl TI'.--`S Ye..e�r___ BRACED WALL PANEL / PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B J / TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP O j HOLO- j BRACING METHOD Do.'.rJ BRACE WALL LINE SPACING FT CS-WSP CONTINUOUS SHEATHING ( ) 24 24 32 32 25 24 24 32 32 F�,EL DE,ICEER.=.CED',.'�.LL P=.I IEL=.T WOOD STRUCTURAL PANEL E',:�c=E_-:E_;;,_Lu1,E E11D OF ER�C'ED,.:;-LL UHE DETAIL #1 ON DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 30" 24" 24" 24" 24" END CONDITION 1 END CONDITION 2 O Is TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 11 11 13.8 13.8 6 6 6 8 8 f^ c '.n„c;E�,:-E1r-E. CS-P F CONTINUOUS SHEATHING v J '"`` -"` - PORTAL FRAME DETAIL#3,DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c NO 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 O GB GYPSUM BOARD INBRACED 2. ROOF SAVE TO RIDGE HEIGHT WALL NOTES: Q FE Tl / REFER TO DETAILS ON DWG-2 3. WALL HEIGHT 95 .95 .95 .95 1 .95 .95 .95 .95 FOR HOEDOWNS,STRAPPING,BRACED W O O c_ I,'!!. 'u!' E �1:E: ',;:LL- 4EL _1==TE°S E WALL DIAGRAMS AND DWG-1 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 U E'1:O 'A4_1 L L!,E : u F='.E_ FOR NAILING SCHEDULE. ALL BRACED 7 WALL PANELS SHALL BE FULL-HEIGHT 5. ADDITIONAL HOLDOWNS NA NA NA NA NA NA NA NA NA L END CONDITION 3 END CONDITION 4 SECTIONS OF WALL WITH NO VERTICAL cc'.rr,as- >T-e: REQUIREMENTS OR HORIZONTAL OFFSETS. 6. GYPSUM BOARD OMITTED NA NA NA NA NA NA NA NA NA Q -��r >- Return panel: 24" for Vaced sora" Imes sheathed wth - z 7. GYPSUM BOARD FASTENING NA NA NA NA NA NA NA NA NA / vx,cd structu,a' panels 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH 32" for braced ooa'I lines sheathed with 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5W 8. HORIZONTAL BLOCKING IS OMITTED NA NA NA NA NA NA NA NA NA z / structu^a°f berboard 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 (t O 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE RESULT REQUIRED BRACED WALL LENGTH (FT) 10.5 10.5 17 17 7.8 11.4 11.4 7.6 7.6 / SHALL BE OFFSET NOT MORE THAN 4 FEET. Q Distance D: 24" for b-aced wa" lines sheathed w;'th 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL ry -_ vrocd structu^a" pane's THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. TABLE R602.10.5 page 187 CONTRIBUTING LENGTH / 32" for braced wa'! lines sheathed with 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH W W U t END OF A BRACED WALL LINE PER PLAN BRACING LENGTH PROVIDED FT 18.5 21.16 21 23 8 16 16.10 12 16 CD O � s,ructu,a`fberbcard ( ) 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE O E LO END CONDITION 5 Hold-down 800 lbs capacav fastened to the edge of the R602.10.2.2 COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y `_ I device: b-aced ova": panel closest to the corner andCD to,the foundat�on or fiocr f-aming be'cti,; O LO Cl) o Q For SI:1 inch=25.4 mm, 1 foot=345 mm,11b=4.45N co W FIGURE R602.10.7 a.Linear interpolation shall be permitted L.L. � 0o b.The total adjustment factor is the product of all applicable adjustment factors. END CONDITIONS FOR BRACED WALL LINES c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines WITH CONTINUOUS SHEATHING provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. to C E.0 O O O)E O E Q I if I �1 C O Q O O G �L `J O 20 O O U M ,p Nc co J J J (D'a.o ° U o co U o oc m lY] m m 0Z "j 3 Z'rCr c 30CD 3 40 320 40 250 40 a � m 32-0 - OZEy� LL.in cc m , 3 o E 5'-6" 2'-5'/" C 0cz at CL y o �� a � � o „ z , ��_1„ 3,-C,1 t.L' O iO t = �7 U 0 a CU1 UN""' f6 CU -0 I CU 2-E N N._- O U O L t� E f6 G)'O U.-• O H- U0m0' HccEEL oa CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP I a I a a I cn Q_ 0 I Cn C:) 0o -1 4'-0" 0 Cn BWL 2-1 U BWL 1-1 CS-WSP CS-WSP - - - - - - - - - - -- - - - - - - - - - - - _ - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - I ^ I o I U) I I � U I I I I I I I I I R I I I I I w ____ CD _________ T O d >� --------- d d --------- 0 NO Z : N N --------- N N 0 Q U 2 w/^ --------- I U ----------- / Q--------- Q LU U --------- Cl) r_______________________________________________ _________ _______ -- I I I I Q U 0 I o d BWL 2-2 - - - - - - - - - - - - - - - - - - - - - - - � - - - - - BWL12- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I U) (.7- o � CS-WSP I CS-WSP' � ��l a 'I U Nzl- U Ch v �J W U H � dZ777777777 .� I---1 CS-WP CS-WSP CS-WSP CS-WSP CS-WSPCS-WSP M CS-WSP CS-WSP U � o , „ 41-011 41-011 I 4'-5'/2" 41-51/211 ,-5/Z 3'-13/" 3'-13/" I 4'-0" 321-0" 4'-0" 4'-0" 32'-0" 25'-0" 4'-0" O QA& t 2ND FLOOR WALL BRACING PLAN 1 ST FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" r•I rl °` SCALE: 1/8" = 1'-0" F Niel