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Home My WebLink About46904-Z �oOS�fFOIr ' Town of Southold 6/23/2022 P.O.Box 1179 N 2T)" r 53095 Main Rd "P? Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43179 Date: 6/23/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7715 Soundview Ave., Southold SCTM#: 473889 Sec/Block/Lot: 59.-6-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/17/2021 pursuant to which Building Permit No. 46904 dated 9/30/2021 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 dwelling with unfinished basement, 4 bedrroms, covered porch, screened porch,rear stoop and attached garage as applied for. The certificate is issued to 105 Soundview LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1571 5/31/2022 ELECTRICAL CERTIFICATE NO. 46904 6/14/2022 PLUMBERS CERTIFICATION DATED 6/2/2022 Blu bing&-,A ating ()or z d Signature TOWN OF SOUTHOLD �o�S�Ffst,r�o . �y BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46904, Date: 9/30/2021 Permission is hereby granted to: Martin, Thomas PO BOX 637 New Suffolk, NY 11956 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 7715 Soundview Ave., Southold SCTM # 473889 Sec/Block/Lot# 59.-6-12 Pursuant to application dated 9/17/2021 and approved by the Building Inspector. To expire on 4/1/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,292.80 CO-NEW DWELLING $50.00 Total: $2,342.80 Buector pF SOUlyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.deviin(.5-town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 105 Soundview LLC Address: 7715 Soundview LLC city:Southold st: NY zip: 11971 Building Permit#: 46904 Section: 59 Block: 6 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Triangle Electric License No: 446ME 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 59 Ceiling Fixtures 16 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 14 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 38 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 8 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect 2 Switches 56 4'LED Exit Fixtures 11 Pump Other Equipment: Floor Heat, Fridge, Oven, Hood, DW, Micro, W/D, 200A Panel 40 Circuit/24 Used Notes: New Two Story Unfinished Basement Inspector Signature: Date: June 15, 2022 S.Devlin-Cert Electrical Compliance Form I so�Tyal � o Town Hall Annex ,gam ' Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD JUN 2022 BUILDuvG DEPT. TOWN OF SOUTHOLD CERTIFICATION J / Date: T�o Building Permit No. Owner: (Please print) l Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIumbers Signature) Sworn to before me this day of 20 a BARBARA H.TANDY Notary Public,State Of New York No. OiTmowo0i Qualified In Suffolk County Commission Expires 01/13/20 Notary Public, l4-'tf-�IL— County. UF SOUI,s°lo # # TOWN OF SO UTHOLD BUILDING DEPT. 765-1802 .' INSPECTION [ OUNDATION 1ST ROUGH PLBG. 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: DATE ( INSPECTORW12 k V� Of so(/l �a y0 TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECION = [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 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 RE"RKS: ow (o (0+01AAJ- n goo "► ' v �1 a ` ' r y DATE ��S� INSPECTOR ` �aOF 50(/Th° �0 k\. * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ] ROUGH PLBG. [ ] FOUNDATION2ND [_ \] 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: QAe, 06 r eA eGtt-t o� DATE 3ht/ZZ INSPECTOR .41AA o��pFsoUlyo �► b o -71 # TOWN-OF-SOUTHOLD BUILDING DEPT. `y�ou►nv ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [. ] ROUGH PLBG. [ ] FOUNDATION 2ND [ "] INSULATIOWCAULKING ' [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) rl CODE VIOLATION [ ] PRE C/O REMARKS: W DATE S 2 INSPECTOR Of SOUI (j 771 # * TOWN OF SOUTHOLD BUILDING DEPT. °ycou631-765-1802 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 [ ] RENTAL REMARKS: ' d4c- f0-&mpke d C-f&J DATE 5 Z INSPECTOR c --- SOUTyolo �1 0 9 7-7 / s; # # TOWN OF SOUTHOLD BUILDING PT. `ycou631-765-1802 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 [ ] RENTAL REMARKS: l n DATE Z 7i INSPECTOR q O�ag SOUTyoI --- 4 # TOWN OF SOUTHOLD BUILDING DEPT. couffom 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: 16) l6m DATE '�/ INSPECTOR 960110 ® E C SPR 12 2022 LD Robert J. BUILDING DEPT. TOWN OF SOUTHOLD Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Email: Rarchibob @ Aol.com April 11, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 RE: 7715 Soundview Town of Southold, NY This letter is to state that on April 9, 2022, Robert Higgins Architect made a visual inspection of the insulation at the above residence and to the best of my knowledge, belief and professional judgment the insulation installed at this time is in accordance with the New York Sate residential building code. Sincerely �D A p kf 0 1 � a Robert Higgins Architect 4logol if 1'-1 \\If 1E -n-) Ener Testing JUN 0 7 2022 jD Services BU[LDING DEPT. TOWN OF SOUTHOLD June 3, 2022 Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 7715 Soundview Ave, Southold, NY 11971 As requesteCbeTo of Southold, Energy Testing Services was retained by Burt Dorfman to performaBst at the above address and found the leakage rate to be 1,216 CFM at 50Pa which is eq 50Pa.This house meets compliance by leaking less than the maximum requiremenya� If you have any questions, please not hesitate to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 1]716 Office: (631)244-2627 1 Cell: (631)405-9890 �3PECTION REPORT 'DATE COAMEN .S Jn e%D i2 11 FOUNDATION(IST) FOUNDATION(2NA) M Z s5uv� .au IM , • t ift O' ROUGH FRAMING:&' . $ 4 PLUMBING: . a9 �e t* z E& ocv C.r� INSULATION.PER N.Y. STATE ENERGY CODE FINAL WNW V, V io .I DPITONAL COMMENTS. �0 ILI 77 h_ -_fv' Te- Xh, , 6 G G, r Vll� oos°fF°lk�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT y2. 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.southoldtomm.giov l�'1• Date Received APPLICATION FOR BUILDING PERMIT l.� For Office Use Only PERMIT No. Building Inspector: `- MAY 1 9 2021 f 19 202.1 Applications and forms must be filled out in their entirety.'IncompleteP til wly�1e applications will not be accepted. Where the Applicant is not the owner,an lrc,:71 ; 1,;_,h,,, Owner's Authorization form(Page 2)shall be completed. Date:May 19, 2021 OWNER(S)OF PROPERTY: Name:Thomas Martin and Jayne P. Martin scTM#Z000-59-6-12 Project Address:7715 Soundview Road, Southold, NY Phone#:6312348585 Email:srosnick@margolinbesunder.com Mailing Address:P.O.Box 637, New Suffolk, NY 11956 CONTACT PERSON: Name:Beth Dubas Mailing Address:P.O. BOX 152, SOUTH JAMESPORT, NY Phone#:8456645696 Email:tandil022@gmail.com DESIGN PROFESSIONAL INFORMATION:, Name:Robert Higgins Mailing Address:50 Hidden Acres Path, Wading River, NY Phone#:6312083351 17Email:rarchibob@aol.com CONTRACTOR INFORMATION: Name:910 Glenn LLC Mailing Address:P.O.BOx 162, S. Jamesport, NY 11970 Phone#:8456645696 Email:tandil022@gmaii.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New ucture ❑Addition ❑Alteratio ❑Repair ❑Demolition Estimated Cost of Project: ` 0 er �� $400,000 Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? ❑Yes 8 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 1'40- this property? E]Yes �1\lo IF YES, PROVIDE A COPY. @"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 an 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. Application Submitted By(pr/inam Beth Dubas RAuthorized Agent ElOwner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF Suffolk Beth Dubas being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Agent/Contractor (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 20 Not groubItc JONATHAN D. FO-OARTY PROPERTY OWNER AUTHORIZATION Notary Public-State of New York NO.01F0624.1421 (Where the applicant is not the owner) Qualifed in Suffolk County q 3 My commission Expires May 23,20-!-' 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 rp BUILDING DEPARTMENT Electrical Inspector TOWN OF SOUTFIOLD Town Hall Annex - 54375 Main.Road - PO Box'1179 Southold, New`Yor k 11971-0959 P 1, TeLle hone 631 765-1802•- FAX' 631 765-9502 rogerr@southoldtownnv.aov - seand(EDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date.. t Company Name: yz j'?J&[ eL qe-~ l G Name: . License No.: email: illh c�o k-;�� . c< PhoneNo: `� 6'34 b ❑I request an email copy of Certificate of Compliance Address.: Ce Z �� `3 l r, JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: j<ec ki nq VZO (\ 0 Phone No.: qr, 5f� j Bldg.Permit#: C (ov email: Tax Map District: 1000 Section: J Block: , Lot: BRIEF DESCRIPTION OF.WORK (Please Print Clearly) Chea ck All That Apply: Is job ready for inspection?: ❑Y S Ef'NO ❑Rough In . ❑Final Do you need a Temp Certificate?: ❑' ES ONO Issued On Temp.Informa` On: (All information require Servi a Size ❑1 Ph ❑3 Ph Size: SO A #Meters Old Meter# f New Service �S �i ice Reconnect Und round Overhead # Underground Latera 2 H Frame Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# Address: Switches Outlets ( SII GFI's I1 17 Surface Sconces Ixt�r- l(� UC Lts • Fans , Fridge HW Exhaust I h� Oven W D Smokes 1 11 DW j Mini Carbon Micro Generator Combo I 1 I Cookto p Transfer AC I j tit! Hood. ' Service Special: `'' `� �"` � L I Amps Have U e G � Comments. ht ��C C-1 Q r-V1!/j C C ^a � Telephone Tele 631 765-1802 Town Hall Annex P ( ) 54375 Main Road , Fax(631)765-9502 P.O. Box 1179 t Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ��- Owner: Location of Property: 77�S- Please take �btice that the (check applicable line): v New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:_ nn Name (person submitting this form): J�.k �Zs ? Capacity( hfeck applicable line): Owner Owner representative TrussReq%docx Effective 1/1/2015 p\�g15fF�(kC00 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� y z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT I For Office Use Only I jSEP 20 2021 �----'� PERMIT NO. Building Inspector: BUR<DMG DEPT. Applications and forms must be filled out in their entirety. Incomplete T0,V.,'s. I+ • `ry,��p ,,�..$ applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed: Date:September 17,2021 OWNER(S)OF PROPERTY: Name:105 Soundview, LLC SCTM#1000-59-6-12 Project Address:7715 Soundview Avenue, Southold, New York Phone#:8456645696 Email:tandi1022@gmail.com Mailing Address:P.O. Box 162, South Jamesport, NY 11970 CONTACT PERSON: Name:Burt Dorfman Mailing Address:P.O: Box 162, South Jamesport, NY 11970 Phone#:8456645696 Email:tandil022@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Robert Higgins Mailing Address:50 Hidden Acres Path, Wading River, NY Phone#:6312083551 Email:rachibobarch@aol.com CONTRACTOR INFORMATION: Name:105 Soundview, LLC - Mailing Address:p•o.BOx 162, S. Jamesport, NY 11970 Phone#:8456645696 F�Mil:tandi1022@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost ofProject: ❑Other $ 00000 Will the lot be re-graded? ®Yes 0 N Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:vacant Intended use of property:house Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r4 __.___- __r_ _._ _..r.-_. _. _ _�__ _._s.•---- - thisroPertY? ❑Yes ®No IF YES, PROVIDE A COPY. P B 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. AP.PUCATION 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. eth Dubas, manager 105 Soundvie Application Submitted By(print n'm ❑Authorized Agent, BOwner Signature of Applicant: Date: September 17, 2021 STATE OF NEW YORK) COUNTY OF SuffOIkS ) Beth Dubas being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Managing Member 105 Soundview, LLC (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 17th September 21 day of .20 Notary Public =PUBLIC. M.Grier TATE OF NEW YORK PROPERTY OWNER AUTHORIZATIONo.01GR6399126 Suffolk County (Where the applicant is not the owner) s October 15,2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 - pF SOUI�,oI Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 9, 2021 To: Beth Dubas PO Box 162 South Jamesport,NY 11970 RE: SCTM#59.-6-12—Martin, 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, 194 A&aL Nunemaker, Plans Examiner Page 6 ST-45314 Liability hereunder is limited to$25,000.00 for this search. ABSTRACTS, INCORPORATED BY. - Thomas J.Turano Senior Vice President TJT:d b State of New York) County of Nassau )ss: On the !Y-&day of M.4 L/ ,26r2-) before me personally came Thomas J. Turano to me known to be the individual whoexecutedthe foregoing Single and Separate Certificate, and acknowledge that he executed the same as Senior Vice President of Abstracts, Incorporated. NOT IC KATHLEEN ubae0NotaPblc,Stf New York No.01 CR5058841 Qualified in Nassau County Parnmission Expires April 15, aUoZ- "U%;ABSTRACTS, INCORPORATED— P.O. Box 28 • Garden City, NY 1 1 530 • 51 6.683.1 000 • fax 51 B.BB3.00B9 123 Maple Avenue, Riverhead, NY 1 1901 'mss _ Sal J.Turano PRESIDENT G Grace Mistretta jr ''rABSTRACTS, INCORPORATEDTM SR.V.P.,CONTROLLER Residential c9 Commercial Title Insurance since 1 984 Thomas J.Turano SR.V.P..CLEARANCE OFFICE SINGLE AND SEPARATE SEARCH Peter J. Calvanese SR.V.P.,COUNSEL May 18, 2021 Beth Dubas PO Box 162 South Jamesport, NY 11970 Re: Our Title No. ST-45314 Premises 7715 Soundview Avenue, , NY Tax Map Designation District: 1000 Section:059.00 Block: 06.00 Lot:012.000 Dear Ms. Dubas: 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 1983 to 4/23/2021. Said search discloses the following: SUBJECT PREMISES KNOWN AS District:1000 Section:059.00 Block:06.00 Lot:012.000 DEED#1: Grantor: Florence S. Kramer Dated: 4/9/1970 Recorded:4/22/1970` Liber: 6732 Grantee: Thomas Michael Martin Page:498 DEED#2: Grantor: Thomas Michael Martin Dated: 4/20/1970 Recorded: 4/22/1970 Liber: 6732 Grantee:Thomas Michael Martin and Page: 530 Jayne P. Martin, his wife LAST DEED OF RECORD CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 1 00 Garden City Plaza•Suite 201 P.O.Box 2B 1 23 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1 530 Riverhead,NY 1 190 1 51 B.BB3.1000•fax:516.683.00B9 www,abstractsinc.com B31.3B9.0200•fax:631.389.0199 OH34-Gc77f324jpgj D D i-j ix.�, WIMP— At"Utt -iZ ......... l ........... di- I 'bacAW'l • lgr,: .r-x, 03.m AVA 'A d y4ith aw,ivioNo.4 71 -ti 0):=4w Or i- line"'o ?: 5olmdC}r<IivsAWl I26,133 boat xoxha r lbiPDX ' TAME A"t`o- -- ..... 8- iaiir; f, 30 42dir.: ---'%COMMD Ott' R, end" —t to—S. wmmo� I of 1 5/5/2021.1:08 PM � I \ . . I 01135c2O2e4O4.jpg lll(Ps://,Dail-google-c-oliViii;lilliVOI?ogbI I . . I � . . 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':r'. .i e:t::t.`�:�i - - .. �,:.. :.: I ON 5IRM1, 1.:12 Print Page 2 ST-45314 PREMISES TO THE NORTH KNOWN AS: District: 1000 Section: 059.00 Block: 06.00 Lot: 015.000 DEED#1: Grantor: St.John's Lutheran Church n,/k/a Dated: 4/13/1982 Kahal Kadosh Shoresh Yishai Recorded: 4/30/1982 Liber: 9175 Page: 398 Grantee: Walter Caldon DEED#2: Grantor: Walter Caldon Dated: 3/17/2000 Recorded: 4/12/2000 Liber: 12034 Grantee: Bridget Clark Page: 357 LAST DEED OF RECORD °ABSTRACTS, INCORPORATED'" P.O. Box 28 - Garden City, NY 1 1 530 • 51 6.683.1 000 • fax 516.6B3.0089 123 Maple Avenue, Riverhead, NY 1 1901 Numbest'pngcs REAS_�'>T'J1 ras�sNs.. . APR i 2 2QDR 00 APR t�,.Ptt :v T AEN'SFCF TAX ser>w1 N r , rei rc;9t�s CCC) SEtF o -� . Yrro`rctf.tl� lkedt.{+ortgi!g lcistnsinriit beech Miollgago fry SIt bip ftestitdlilg t f 3i1Mtg 5#unlps PagaJFwH Fes J� M1anMe Alm Maediitig, t.t;asic Tt� �,:•�.�-._.. t:A?Gtitipeisl'i'air �,_--_ � i ---�—• *,7 Sub Total F,A.S:i7.iCoieRy� -S. ,�.suh'Patal � r 5pee.illaai€ E!t-52 C7($ldtelQ+ ---- - ------ --. 5pec.lAltd Cwm�1,of Ed. �+ I{cpdforAl�wrlldgiataitt,__-_ CertifirdCvpy - Mnnsiab Tc& _ - - '�t�letsy 4ov�[r+i by{hisaeur4��e{air Rs8-�aRY ..__�__.�. �tirail_be,ir�tp[uVt�lr�!a!�lr�or.Nnru fAinity: S+ab'Ctr7a1 � __. rNrcli(�igoroly: ilther ._•._::�._::.,,,,:;;,,; Yl;S_ yr N(7 GHANb 1btAL ['N+?,acc ap¢iapclalc ini:Ui003r c i`Me9 Orth i lastrwt4ai Rcntt�iti�SEKyTaacSciiisohlpcncyVett}i'rsctioFt 6S6,ILW4 Cifiilitltinit` f�r9itYvui6u3i 3�unc#. $ ..D7at Sicttun. R1ak Lpl Cnitat!lcmt{eir r�iino�Eni$ t:4. �P{ Pnx f?i!a i@; i?0 UG.SIb DtS.DDA _. � Cplpravid,�_ 13 ln9tlnis rrlat LbOd--- su{E PrlG{icesibfieli®rge9tlt ensts.i is{E?ra�. rIY4vtaers fl7rt11bigJ4did /f RECORD ETU MT.Di Dory SrhscgkY, Eag. LPF R t2 2DOU D 98,ttiij�rslde ler,yeii Pions K�IL'+i�IQ(y Now Yard., t{Y 10625 $ Tido FU c 11) y n �rnutloa Co,t+ario G o s3 Abiotracc 'I'ENc H G1CS576�/43[15b12b7 Suffolk Caen . Recordiri & Worse m'- Page 'wapagorem-9pnrto6*Q1l0wd ► _meds by ualisR ci1(4GN (Sp MEFY`CYpE( .INSl(UMFNT� 'Ilid pmvises licriAn is situated In SUFFOLK C'OUKIY,NEW YOM yD En Cht'Co+i9ul�ip of WUTHOL{i aRtncet ciaAtc In U VIIUGE or IiAMLM"oC BU,VS 5'MgLJ 9 MUST M-EYPED OR.PIUNTED IN BLACK INK ONLY I'MOR TO P13CORDM OR FILING. RYODS-FWP6-aJ 4-NW*M COMM 9911411 Gmn&l MLI 14y1jual IN CQr;yjrm6A(simite 5jift?)PlynTu K04 c T"5 u"I YOUR LAWYER DuOR F BIG?'I t'11 T.1119 INSMJA IENT-:T1 its I NSTAphl FW N1 I 13ij%j)BE tMg 6 V LXWyrjLq OL*f �216W.00 `i HIS made-the 17 doypf in the year 2000 BETWEEN MUM CAUOM, residing at 7825 Soundvias? AvenueSouthold, NY 11971 patty or the first ph"!and -0P1D,CET CLAM, ros3idieg at 5Z1 W4 g 1tOph St,, New Xorii, Ny 16025 party oftho second Od WITNESSETH,tbax the party of the first pait.iti"considdratioti-or7ein Dallirs'and b(h6r.VAjumbla c6n'sitierillon paid by joim*r of second pi itia.does hereby iftt'afid Maiie t*o-ific p4V DrA.esDnd Cor�the ht� Imor . - 40*9101S and Usip'll orthcparty-of the second part r1ofeveri A. L L tw*oertdin pl'o'i,piecI e o.ro4r.cel o.tiond,with the bull N CrCerg�led 'sm*Ofins ting being in.thd SF-k 8131EDUt "A" XZrAmED 'k9kaTo 486 MogpA hjjj& A. Ts tN#p The:Afaritat.ber44o i9-.the 5-ami person- as the�pa4Iiae,* 1,*4 Deed 'ailitid 411318..2 ,tiit, recorded 4130/82 in Liber 9.175 ?a Se 398, q0 Sec, 06,00 LO 991) FRwint is KNOWN A%-Iks sookmgw AVEI'ME PVrAP66'1 TOGETHER with oil right,title and interest,if any,Of the OMY Of the firit part of,in sad t*q arty "itrots and MMM sbuning the obova=described V.-mrises to the center 114ii ihmor.-Ted9bleR m1h the aPPU ft to n and ail chi estate and ristits otthe,p"orthefim-* and to id'premises,. MAVEANDTO..' LD - TC HO thi premlse�herein granted unto the piny of1the secMd 16i'lieh.0'rJi sori*id ots�lgm d the D*party.o f the&=opd pan fbri6yor. AND the p"of the drat pm covenants that the pa*of the nral 1')'jil haj not done Jotr1i 'Whereby tlzs said muff. a h n's' gnats that the been in d. party of the Biot part dw �,tlam)I)Pf h to I TC64vez UA CM6"tioh Al!iD the party 0 lao b the�m e oppli7wrim forlthe purpose of paying rho cart of the improvet►tcnt end will apply tits aat$'A= a er first to tofth cost-orlhei. aribe, for parpoyt M, The ward"&W. abill be construed 4. A-Iii;rad"partied whenever the sena or this indenture so requires:i. IN VVITM6 W' EWJZVQF,the part),6fthe.fret pm has duty iitt;iit.*d this dte4 the Jay Od.y'eai fifti above or., VALTr CACM ar. 12034PO357 •��,� r• �r�� tc►1111131 : !?lt� tt„t�tt ` � ,�il�tit'1lltit' r1 Ai A,drat eerinin plul,piece or in cel tti'l,anti,with the liatilding: n ild'm III r-UYemeiitsthurcultcrcelvd, situb4`.lyitt�,iiittt lsoit�,iti tlic'!'�sytit�i'Soittlitiicf,Gt7uttty c�!'Sttt�ittk,5t:tlt:�!'�lt:w Y.�rlc,att�t!tttot`c pitrticttiatrly,.bitit dd liittC,ktitrib.0d ns rbltiit4'k: BLCAN INO itt tt timitin-1 i ait tiic Ntir1liivc�t+rty 1Ctc of SOU611 Y-J W AAAA xic..'Wberti.tlic Sotrtitiyeslerly titjy t,1W I1 eioittlur ttc�saibctt pretitlses,ititl.tits i+lurtltvastrrrly line 01`lcitid ttmv at ii).rtttcriy.#Cmiiiq intersects saint Nortiisa't:swriv RIap nCSmith l'i iV Avottc; ftLl,lNING T 3'lirN 1 i�Jurtit:�tt)cl�grecs i!,ttaitttatss 3�l:set otttls 1w'esl,ttlang lost mentis O lttild:ttttd ;itsiitt l ittci ftaav or t` rt;isi 1;r atiiiiicii,2988 �- tt+.tlic tttcitia lfi2li�i'tttt<r litte:al`"Clrcitl�Uiitl; THE-NCE Northerly,Northensterly high..iv iderline n!'�re.tt irUtrci t1tL-t'tillc�i�;ingtlC�C��)tl4 1lttC tsctittt;`+l'S illttl'tllYttttY�..l$: - i,:North 51108 ees 53 gaii this 40 svcotr4ls East,169.69 le t; 2...NortEi 63 dc'grt: s{}'G titinates 1 Q 96;L.)Oih l ust. t 1.:x:41 lVd-, 3,5aiitti 5�#clegr cs 34 rnitiutc:i 5tt_s cartel ,, :i5 ..1l}8,? rutg to 141a l.ni wof°rbilAefly Corrie; 'r 14EQLI Statttit 4:2 slegmes 42i tiiititacs 20 quottls Vast ttlattg lira tttcial.0.1ted la+trig 199;*0 feat{4 ttte. lottt� tsteily:siticof5oiitttdtiea~ itivcttiuc 'rEtCNCC-Sbi lh 42 d.egites 14 ti3ipides.1-0 rtlbwg the shit!Nos-thweswrly side arsbitttii Vic,tif Ml iiiie,310.79 i'cct tb thd ittvitiititWt sit ltie i pint cit•lii.tci:tiCi3l��Cia' t'JliilE'r, TAX SCHEDULE MORTGAGE MUNICIPAL SCNEAULE SEARC+1t;6 I Page 3 ST-45314 PREMISES TO THE SOUTH KNOWN AS: District:1000 Section:059.00 Block: 06.00 Lot: 009.000 DEED#1: Grantor: Daniel T.Smith and Margaret E.Smith Dated:5/22/1981 Recorded: 8/6/1981 Liber: 9048 Grantee: Alice Ranieri and Louis Ranieri, her husband Page: 128 DEED#2: Grantor: Alice Ranieri, as surviving tenant by the entirety Dated: 8/24/2007 Recorded: 9/7/2007 Liber: 12521 Grantee: Richard Johnson and Pamela Maino Page:296 DEED#3: Grantor: Richard Johnson and Pamela Maino, Dated: 10/9/2009 husband and wife Recorded: 10/19/2009 Liber: 12603 Page: 396 Grantee: Judith B. Ullman and Judith A. Moch, as joint tenants with rights of survivorship DEED#4: Grantor: Judith B. Ullman and Judith A. Moch Dated: 3/18/2018 Recorded: 4/23/2018 Liber: 12958 Grantee: William Purcell and Eileen Purcell, Page: 610 husband and wife LAST DEED OF RECORD ~-=ABSTRACTS, INCORPORATED— P.O. Box 2B . Garden City, NY 1 1 530 • 51 B.BB3.1 000. fax 51 6.6B3.00B.9 123 Maple Avenue, Riverhead, NY 1 1901 I Illllll�I�1 I�II�Illi �ll�l III IIID Ilill III��Iil ilii EEO 11 mi lmsmmm= � III 111 (�Il Illi l�f! SUFFOLK COUNTY CLE .. ....:.: ..: . . ...... .. . 1W RDs brrxc�E RECORDING PAGE Type of. Instrument. ImED Recorded': 'W23/2018 Wiiinber b£' Pages: 5 A,t 09:51.`14 AM 2ece pt Neer 16-6417325.0 T SFER. A 3NUI ER: 1'l�2$$$5 ,LIBER: D00012958 PACE: 615 Di$tri Ct: Sect iLit 10Q4� 05-0...'00 41*.06 009,006 EXAMINEDAND Cs POITZ43WS n.eQd Amounts At iae veci tha rci owing 1'e$s Fos Ab'v,6 Instrument Mcempt Ex emP` 1?�ge j7�'a Xa ng $25.00 NO Handling $20.00 No COE $5.00 NO TNys SRCHG 51.5.0 1443 'EA-CTY $5.00 no EA-STATE $x25.00 �+7Q TP-584 $5.0.0 Np wdtati.dfi MOD 00 NO Cest..Ccapies $0.,66 Nf1RPT $+k04)0 4)4! N(3 Transfer tax $0.00 NO Co=,,RXres S.5,600.00 NO Fefos Paid $5,200.00 TRANSFER TAX NUMBER: 17-28885- THIS PAGE IS APART OF THE INSTRUMENT THIS IS NbT A slit JUDITH A. PASCALP. County Clerk., Suffolk County p T S. i?oc�l•J; 1$411116 R GWH ,. 2-APR-18 Tax Y8X MapS FA/' 01iirict �ecfbn 8.ttyc.k Lot S pool Mtri6t Stab Divisfo Nat»ir 100005.900. 0600 009006 9000 069qq 069qoppo 01400050llTHOt.D. n:,_a a1) neo BARGAIN A?YD SALE DEED WITH COVENANT AGAINST GRANTOR'S AC'T`S(INDIVIDUAL OR CORPORATION) S ' DAR NYRTU FQRiwf Sfltl? twtritgNTtli�nitRrLFx[NiSHOUtD9ElFtzlrtitEDntiANAi�QRNOtAtt6yrEWEDnYKTrOkt� Y� F0tt-SBUYkitNo t'ttRG77±iriR t!@FlRtIE SIGh1F`7C:; TNI.S11WENTURE,rttade the; f$'r.day of IG1sttle,2018 betwe.c i JUDITH B,UL_L_MAIN and JUDITH A.MOCH,both residing ai 4415.20 Suter,amol ip'-Neral York,I I I S. arty of the t pctrrt;and WILLIAM PURCELL and EILEEN PURCELL,bath residi, at$.6 Cannon court; k4.-9 ingioit,.New YkrEr 11743 patty^ofthesscaitttgein, W0NF=BT t,thpt.the party of tete hrs't.Part,.in consideration r+f Ten.mllars and oilier valuable consiticration,paid liy'fiie,psrtV bf tfi second parr;does hereby grattf aird release unto the party of the second part,trer.heErS or successors=and assigus'4CThe pang of the secondpart.fioceve ,W;that cortt9in plot,piece tar pate l oCtsnd,veiih the barildings;end itnpmvem nts thercorl err etrxl, -situate lying lien t— gin the SgE SCIHEDLILE A ATTAC.HEI)tt)1 SCMPTION OS PRI?MISts) IlEI1H Alr1D IN7EiNDED-f{)8E the s�erie prehrises as described lei decd trade by Richard7olgnsob arO Paitkla Maino,hvstiaad and wife,recbrdtrd IN19-2009,Liber 12603:pg.396 TO ETfi!EX with 3It right,tiile.ttnd iofirest,irnny,of the party of the first part 311 urrii ta.an}streets and toads abutting tltt alwva,descrobed prernises.ta ftie can#cr 1in;*9 ilia#eof TO0q,4A with iHe appurteniinces and alt the este#c and rights ofihe party of&r6t part in asjij to said prcinisos, , TOH4Y'E'AND riD NOLF the premises heroin granted unto the party ofthe second part,the heirs or sacce�sora 8ttd ss€igns of flit:party ofthe.seeoiiti�sr#-fsrreycr,. .31YD tlie.pnrty of lire I}r9t part,covenants.lhat,#hc party nfthe first Bart has not done nr."fFercd any*ng s+ihtreby ttrc said premises have been crtc mberod in apYWay whatever,exccpt as aforesaid. ANA floc party of the fiat part,in eomplimee with$ectioti 13 of Lien Law,covenants that the part} oflhe.f rat part wilt receWc Nh conswration for this conveyance Arid Will Bold the right to rceeiva ftrch o nsiderstioh Asa Truer ft►nd to be appljed first for the purpose of paying the tbst o1'the Wproveiireot and mill aliply ttti same first try flit payritent of the cosi of the impiovement'bcfoie using ariy part ofthc total ot'the saint for snyather purpose. The ward"parry"shall be construed as if it read"parties"whenever the sense ofthis indenture so requires: IN WITNESS WIERl-0r,the patty of the first part has duly executed this deed theday and year first above wrinim IN PRESENCE OF,- ITH B.ULLMAN DITH A.MOCH "0 Fidelity National Tule Insurance Coutipany PolicyNo:N Y-F1zVH-SAM-2730632-1-18-106455 TitleNo.;;F18-7404=106465-Sat1F'F SOUL,DME A-7. llescrlption PARCEL 1 ALL that certain play piece or parcel of sand;situate,lying and be-riig ii .autltcld, I o�vri.of5outliold,Coun#y of 5uffolli and State of New Y . ark,lioundeci and described as foIIoivs: . BEG1i+#'NINCYat a point marking the southwesterly coiner of the:preratisds described as Parcel I in a decd from John A. Ma il an Gel V 0-Muir to Florenee'S„1(rarbi er'daW 09105m.ic d reciprd�r�infthe 0ffittx oftlse Clertc:ofihe:Couiity of SuffolkSeptem6cr 8;1953 in Liber 3574 page.363,said point of.lrcginning.t ping located ort:die garthw steity:iiaie iiC SSfutldvicw Av..ctivt whibll is a panni distant 2036,00fedi souib*6tgrly:fiat►i the intersertit ii of tE#e.rorthEvestcely Iirie of Soundvieyv,Avenue WM the southwesterly line of-kengy's Road;front said poi bfbeginn-ing, �. R1JN.40'G'3'HE1`iGi North 40 degrees I i minptes 30'secends.Wcst,34 .Ot).fec >o gi-poin4 TK-NdE'lVarth 44 degrees 4'8 minutes 30 seconds l;ast,:125.00 foci 4o n point, THENCE North 40 degmcs 11 r inutcs 30 sccAnt€s We54 100.00 feet to a point; 'THENCE ilohg a tic course South 48 de%rees.27 minuies 21i'seconds lirest a di3factite�155.54 feet to.lattd't►oiv orfb.ri nt*of Beltono; THENCE along said idled,South 40 degrees 11 minutes 3Q suoitds East,134 50.feei fo the southeastctl�i CC'U-of ssid pt+tstii5es: . THENCE in a santherly direction along the aic'of a curve bsari tg io the 1*6 itd having a radius t 170X6 Ecce Cor a distance of 267X4 fectio a point; 1'EiENCE Sou#1t 40 dcgxees i I. niriutes30 secorFds East,181.5p 1'ts4t 6 a poiiifcin ilee'sovthivcsii rly Il c of Sotstadvicw Avenue; THfi?JGE North 42 dcgrces 14 inic�utes la seconds Eas%_30..�.$fCGR.it!a point; THEIN(E Nortb 40 degrees 1 i minutes 30 Secands Wos4 177.60'fee t to a point'alops the easterly Sire 4f i kvatt+1WiA, TFi-NCE in a northerly direction along the are of a.ci rvc bearing to the right and hsving i mdius.of 140,00 feet for a distance of219.9.1 feet.to a point; THENCESoaI4 40.degrees 11#ninUA6 30 koonds Big,218,99 fest tri a.point on ft horthwestedy lino oCSoutldview tivejnue; . THENCEalong said northwesterly lhie"pf Soundview Avenue,North 42 degrees 14 minutes lt9 teeonds 8asy 36:26 foot to Ik.point or place of BEGIN1 IN(3.' PARCEL II. Sebcdute'A.etlksttiptian) Osmcrt? lop Paget RO.t01+D41 Tldelity.blational Title Insu rance Company Policy No.:NY-FRVH-SANT-2730632.1=181:106465 Title'No:rl'8-7A04'106465-SUFF SCUM1JT:>;A-1 •. Coli#iriutd.. ALL that certain plot,piccs_of parcel of land,situate,lying and being nt-Sa�thold,in lhe.t6W-n of Southold,County of Suffolk and Sate of NewYark;bciuttdeci and dascxittied as tallows; BEGINNING at a point marked by an�exon pipt-w on the northeasterly linof certain 30.00 foot private road 0 reinn#ter descAbid),(which point ii MoiffiA6 dews 11:rnietigtes.30 sEeonds`,Vesta dis`ance of 23S;bt7 feetfrcm the EntCrs�ctioii of the 3 d iteitficas#crag 1`ena of said privafc Fbad�vzth tk gQril�vrestcrty Cine a£said lar to rakd wiifi tho northwcstcrly line of Sound:View Aveauej(said nicr.eetion being South 42 degr4cs..l4 iiiinatrs 10 seconds West n distance cif E25.10 feetfratrin t ontl tr ruoiaHineat and'land=now or�'olrricrly becar,Reiter), RlDNl ING`fl-1B1;10E uio ig sa}d northcaatcrly line of-said 30 foot privale road,%thdo dog=s 11 miriUb=,30 seconds West,a d(Oance of 90,11(1:feet; Rt1MNG THENCE alon .ttte,snuthemterly line of s certain,private beach,.heaegWtor de=ibed:{ar d4t right angles to, said nortlibastirl line ofthe ivaie toad North 49 de'tom rrtiti»tea 30 seconds Susi a distai)ce.of 115.6 feat to land y . 1 j. .. .S now or formerly of Carl Mter; 1tU NNING THENCE along said hand of Rtjlor zod passing ihrovg�a 66icr- riionument'set on said,lirie South 40 C? degrees 11 volas * 30 s'ec6h s:E.ast a.disCahce of 90.00.Peet,to m'pbint,marked by ori iron ( of dual ccs 48 RUNNING THENCE-along land of Mptiin(and Parallel with the ltgt tIi}pesterly bdunde(y lien above desdri4ed. South d9 iniytes 30 scecnds 1Vest a distance of 12S.t16 feet to the:poiat ar place "Cif I3EGIt�II 11NG. SticUc A-1(0cssrzpGu) OymirN porgy e 5 Rev;MW) Page 4 a ST-45314 PREMISES TO THE EAST KNOWN AS: Soundview Avenue 1'ABSTRACTS, INCORRORATEE)— P.O. Box 2B • Garden City, NY 1 1 530 • 51 6.688.1 000 •fax 516.683.0089 123 Maple Avenue, Riverhead, NY 1 1901 Page 5 ST-45314 PREMISES TO THE WEST KNOWN AS: District: 1000 Section: 059.00 Block: 06.00 Lot: 013.000 DEED#1: Grantor: Florence Kramer Dated: 4/9/1970 Recorded: 4/22/1970 Liber: 6732 Grantee: Anne Martin Page: 501 DEED#2: Grantor: Anne Martin Dated: 2/15/1994 Recorded: 4/20/1994 Liber: 11673 Grantee: Alfred R. Martin and Anne Martin, his wife Page: 465 DEED#3: Grantor: Alfred R. Martin Dated: 7/22/1998 (NOTE: Anne Martin died intestate in New York County) Recorded: 7/22/1998 Liber: 11906 Grantee: Dennis E. Martin and Robert A. Martin, Page: 393 as tenants in common DEED#4: Grantor: Dennis E. Martin and Robert A. Martin Dated: 9/16/2016 Recorded: 12/3/2016 Liber: 12890 Grantee: Kenneth J. Kutner and Doreen S. Kutner Page: 722 LAST DEED OF RECORD `ABSTRACTS, INCORPORATED" P.O. Box 2B • Garden City, NY 1 1 530 • 51 B.6B3.1 000 • fax 51 6.6B3.O0B9 123 Maple Avenue, Riverhead, NY 1 1901 SUFFOLK COUNTY CLERK RECOS: 0 'ICE RECORDING -PAGE Type. of Instzurit int 7?*Et) Y corded, 12/03/2016 Number of F ,qss At: 0$;4$;17 AM Reoig : i3uzibsr. 1£ U191999 TRANSFER TAX. N�Ejt; 16-1a5 4:8 LIBER: D 01289(? PAGE 722 District: Seota oxo: 81 ock: Lot: 1000 0591.00 06DO 013.000 EX MINM AND C73ARGED AS FOLLOWS Deed Ainouiit: $85,OOt):00 . Received the Following Fees Fox- Above Instrument Exempt Exempt Page >:` ling $20.00 N? Handling $.20'.i70 N0 COE $S..00 NO N3[S S*HG 01500. NO EA-CTY $5.00' NO SA-STATE $250.00 'NU. TP-584 MOO. No Notation $0.00 NO Gert•.Copies $t7,00 NO RPT $200.00 NO Tr an Af a tax 50.00 NO ,Comm.Pro$ $204.00 270 Fees Paid $720.00 7'#mwsftR 'TAx NUMER: 16-13548 TSXS PAGE IS A PART OF .THE INSTRUMENT THIS IS NOT A BILL JUDITH A. P.ASCALE County Clerk, Suffolk County E0 titubdr of PIRc5 ,- RECORDEDzAls C os 09:43i17 Aft JUDITH A. P*RKRU This document will 5e,publlcCLEM OF record: Plea se remi�ue ail SugaLk c r Social S'6curlty Numbers L M0012�90 P ;rte. prior to recording.. .. . . DT# 16-1354B- 1ecr113�7ortgage fnsitvrircot: beer!f Mortgage TnX StntnP Recording f Ti1ing.8ttirgs 5T7 7 TT ES 1 Tiling Fee CMCJ` Mortgage Amt. _ landling po I. IIasid Trx. 2. .Addiliontl Taxi Sub Tutee! lotation SPecJAssit. or (County)_ Sub TDlti} _ SPer,[Add; ;A-5217(State) r:2TOT_M'tG.:TAX-. Dit1l Town Dual County. Held for Appointment Transfer Tax - df idnvit • t4larisiaia TeX 104 COPY Thapropepycovered by this Morigagc 4 or drill be Improve d by i,one�r.two 7Ys Sitrclintge _ 15, t)�4 _ faiiiily stwetliiigon}y. Sub TRtsil YES or NO_ 11ltC!' _ Grind TtjCal----' If 1lOF see aprorlaie tax elntrse ori Page 11 of Ibis insimmenl. 4 Dist. Se 16437189 .ioiio osaoo osao oi3000 s Com'munixy Wasery at3an Fuad ;ril PioP y ere R Cansidcratioa AmotixtE air Service 3rn Nov t yR� rCfitlCiltion - f Improved 5alisf;tetionsfpischnrgesll;slo tsc Litt Prdpt rtp Owners Mailing Address �} Iti?G[31;D&i11aI IJ[i14 T4: ;facant i�triaJ .. � GC7iyt ?1 .J J D TIS Mail to:Judith A.Pascals;Suffolk County Clerk 7 Title Com any thforninti ti 310 Gen#er Drive;.Riverhead, NY 11801 Co.Name. �G a rwwsuffoikco'untytiy,govfcierk Tette / Suffolk County Recording & ]Endorsement Page This Page forties pap of(lie at�telted � made by., (SPECIFY TYPE OF WTIZLlMENT) /tilXJ 0/ /»� 117e premises herein is xituntcd in t. SUFFOLK COUNTY AW-YORK, TO In the TOWN of tJLC�l7 r In+hc VILLAGE or HAMLET of BOXES 6 TtiRU 8 MUST BE TYPED OR PRINT M1 IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. i (over) • v g,,scaa�dSalhrked.*oitixemtnto�unslGlera¢r'sRca�tki4tirsiVdroalmpnsml ;� COIStnTY6UR_I• ��}lj t+q ;j5t�titiCY1l15f s iR FYTF}7ISBF its" tA1V5'{Rc(yu�Y THIS INDENTURE,r+Ade the 1 loyal Scplcmber ,2016 S�V$i;IC Dfws C'MrARMN.residing at 20 Stuyvesant Owl,Apr I lfi,New York;Nm.Yogi acid ROBERT A:4fARl-1N,rcS;dIng to 16 Genesee Court,Momuk;Naw York f 1434, PAM.ofthe iir5t,ppssritt and ONN'tM 1,KUTNER and DORiiEN S.XUTNER,residingat M Park Lane.RockviiliCtnim.New York 11570, party.9f the second pati. AYITNE5SETH,that ike party o(the frrsa part,in ronsidmMion of TEA' :dollar's paid by iltc path of hies ltd parr.does hereby Omni and rchmse utito the party of iba imand part,Iht heirs 4r,sut cessois Mid I.s' of the pnrty.tif fhe sicond pare forever. ALL thin certain plot,pi=or parcel ofland,with the buildingstnd irscptoverrtenr5 Uletcon erecaed,sill!�c..ly7nf BtIQ bCittR .io the SEE SCNiEDULEA,AI'NE XPtlMRETO TOGEEMER:'Jiirh 411 right,title And interest;if'any,of the party ofthe nisi pant'in and t0'ariy streets acid roads a6iittirig th'e above iiiicribcd premises to(lie ecnaer Imes thereof.TOGE7MER.�vnkh the appurteniui�cs ctid et]Oat Cslale'ind rights of the parw'of the first part in nrid to said pmmistg TO.HA'VE AND TO MOL'D tht,premises Irereiti.giarlitd vttto ifr'e patty oohs sec6-W part,the hairs orsuc6mkx5 and miigns'afthe paity-oftltesrtoitd petY Cort+xi. A)1I3 the parry of the first pair cavcnnnls thaCl}ic p?teiy AF the(Stet para}las nol clone oa 9uffcrcd an}?hing'wlrcrety the said pramixcshavc bccn cncumb�rcd in arty wagivhatcvcr.except as'oforesaid. AND 11w party of ilte first pta,in compliance with Sceflon 13 vflite Lien LAW,coyciiAti s That tlii<party.of the first part"M rtxcivethc c6mideradwo for iliis ro eyanctand will bold the ri&*i to reccivasixh'<opsidemiibtr as a trust hind to he'opplim first For the purpose of paying Oke cosi of Ibe irnpruVtmerrt'tuui wit.apply the zwnelitst;to;Alice payri ma of the cosi of the improvement bicrbrc using any pari ofiho loco!ofihe,carat:I.'nrani otherowpose:*'ioo"p dy'shall 1:M camstrued as.if ii read"parties"vImmi crcrdiescn5cofthisindeniaresoivqum EN te'ITN£SS WUM OF the party of the first pan has duly executed this dmd'.ft day and yc*rfrrst abovc written. N PfiE5�NCE G1F. �DENNIS E_MAPTIN' ]tOBERT A. 1iARTIIt SCHEDULE A AM-di d.clitaia p1gP;plan or"pond of lindF wish Lhc bmSd6p and iwprgvftcu is 4cc4d, lARE;sfidlxta 5=gjg* at Southpla,•ToHn of Southold Cou#y CX Suffak and.StaEe Of Nim SLoritr bG6aea i3 d ae, 21764 as follatre�: 1 Il�k7 Gat a- Sint an,the,ties[¢rly,lana of l�ncl nasi or formsrZy,of li�i ar 8igtent.tv,oi-t¢ti 40 11, 34, w6i 110A feta meaaiitpd,along 6xic3 laridi £iii:=a. . soon nt tta�.fig#huasi erly line a�E.Sonnd'Y£ek*:Ave ar sad pciixat of bsg3nnzn {ae3�x'Vie:. gzctieai3keray,cdres .of lend =4 r- fots+,arip°pf ' ;t�ma�m.. flgitin acsa 5aiith 49a s 3D'! woft along:sbia laot veritioned lard 125 .feet. t6;:-th rtort7ieasterly liii$cif-AU f- xi'lit-q f,•,,a-. N,oXth+7CSa.11° 3p" y7tGr along.saiaY;igt r cif xray 12.50 feet ro a. :t�iteumieriti tuit3 1ax� ricw:or fari5erlp rrE x�iiiar; THTC Noidf 494.48' me E88t � orifi jai 3ast;r esti.Often Iabd i_25 feet to a �ument andaina-,Aw-©ic f6iiriay.of F-Jter ,a R'ftF 6.Soutti 40 310 30!x.8a5t elciig oat mention** I=a'izj.56.fact.w the paa?St of P..OR ii€ 3i�G NNI G. .uith the:right to u ce, :3:; caytanon ,Lthot iir6i.the wr L pd;oiniiiq 30 fo6 rigl7h o +iaey kt,to'reazw. le ;rul_es and �g�r3atians as,7is}u� ti:.i�u�= w40to�g+g.G. 2�ir'usXR fr�ii tiaeie�iA:ti{ne icipO„e': .. &`'9eit_elfs 5rteC rni'mlm>'a+rrrn7cgttsyrt G�:vkr,�•t(ndsm 1vJcnm+.Aedgsrtl TO BE USFD ONLY WHEN THE ACKNOWLEDGMENI IS MADE 1N NEW YOR�SIM) State Of lckvvYork;rCounty of ss Sian of New York,County of Saffolk ss: On11oc 110 dq,of'se�tember in the ycir'M6 baFarr me, Onihe IbAyafScptembcr' inthe.yearzol6 ,Woieme, the undcrsigiicd,'pr;rsotiailyiipPcarcd she.rrndersiYtteci�pctsotwl)}'apEktvrtl DENNIS l;.A4UTIN ROBERT'A_MARM pe'vovnully kmwn to me or proved,io me on the basis of pikmwlly-'kgD%%e.>rs me or,proved is me on the,basis of salisfaetaiy„4:vltlepe'a 16 be ihe individv t(s),w�h6sb;natni:(s)is sstti&a tory ividehcc tn'ber die irc,[iyidnat(s)iv 6'se.+i'AntKf):is (are)gubsrnbed:i4 the vnthin.irisrrtiatent and eckaav++tedgsd.to {:trey svbscribcid to the withimansiruiecnt uad ncktsowlcdyKd to` me.lhor h9iA*etlhsy. eaccciAcd llje scree.in.his4terh6it rtrn'.lhaf ltelshehhey cxecutrd the` same In Itlst7 4ri4heit catiacity(ies), and thai by.h'rsther of it sigaaiurc(s) nn. the, r3p''2 dlyCr),'and thatbY:'hi?Ftcr/thcil. 3lbftatuta(s) ort lire iastrvinent,rlie.Irttlivirtuel(s};'or the_pi iwa upcae beliatrof wh'Icia' �instnimvnt,the indh4dual(s);or tltr pctgon .ripest b4hulf.tif-hkh the ipdivld4a[{s}ms ,oxecutcd tlee.ittstris . 'i 014k ividuat(s).atled,gitecrsted mitnemcnt_ {sigatt lure and'oIr vfittdkvitirtar takinS.pttro {s lure ruitl mii9 arindivldua{aakiirg KAREN T,DOOR KAFiElV T DO D ry Public.State Of ew ork" hfotaty P[sbiic,'Stata tv.Yor14 pf0�5At 2571. OID0455257 ::.. t:liralmetd In 01 0968 Gopltty Maned lit,mitetG CogtBy ComrrcesslanE)#ros,Jtdy'31i2gLL GatrsrttiaslcnFxpiresJuly* /. TOM UUDC3.M 4/1-EN'IIiF'AcKNoi mgmrNTIS MAUC,SJ� lI?l �r�uiyr,ue srATfi 51 (or bisirict otCottinstiia,i tory*or l oteSgri Cauntxy)of , fla_tlae +lsy of is�ite ye rr .bifiwc&,4he iraativagried'p,,ovally ap'p,.red tp"snilykh6%%tunic erPmved.iuIiLe urtfeebasis ofsatisftitiry'cyidenctto 4e tlteindrv6dutii(sJ+vhixse gntne{s)is[are)'stttissriberl to the:+vitiirn iasitittotctii aitd sekriotvkdgedto iqe 1liAl helsl7ettliny;:�xectilcd.tfti satire In.hlsfiert5liti:ccsipacity(icsk and that by faisfhrertttteit siga Nurc(sj ors ifie irosirptctcat,tlit ntiiliviAual(s);or Itis. `rs9n:"tip4fi etl'atf Pe of ivhSch the ind'nrodaal(s)actcd,,t xsctited.tltc is:sirurteerga sled thAt such'individual inai3o suclt_a}ojsaaranee bedofic ihi itndersif rzed id' the .. . . .. .. :..: {ittcrt ilea tityAr ot]ttr palatit suliivisioir and zhe state or:trountry'or othct place the ae3Yttiyvirifgrtisiit,iv rs'3a)art)',. (signature and af6ce ofindividtlal taking 6cjnowiitiigr&ht) ]WdATEV",][3.SALE Dj;£I}s.4 t�Ef PiSTiitCf; iaan COVF.WANTfi kG 4i�t 10 Yti t3 'a A CTS Sem to;i; tics no Ti'FLF.M.: LLUCK:. 96310' LOT:; 0.131110. PREtiC[S $:76.13 Sinmilview Road;Southold,New Yeti, OSIS E:h+ti XTIN.aatd KOBER1'i1:1v1A'RTt17 CflUtti"f 1: Sirffolli TO .KENiVCnt,1 tC1fTNrRand.DOREET'S.R417' RECORA AM RCTUKN'fi'i: � (I + Stephen D.Kutner;r-Oq, t,mtier flurlides;Ergs, "M 3W 014 Count Road Suitc.3.II 91a NrtucYgtuis NY 11743 bfncnln?v=ewYorkttStt1 ork Ai+giuc;I-Iuntip . i'hcvtc:63I1iZ$6lQtl Fix:63t-424.6049 8flDi265s155I .u*tc°it.nd�antat,.cr icfe.cnm TAn-c testy err 7'w Ntxr).tva rl ` S.C.T.M. NO. DISTRICT. 1000 SECTION: 59 BLOCK: 6 LOT(S): 12 DWELLING W/PUBLIC WATER / A / 1 EL 11.2 v� t{ LAND N/F OF LAND N/F OF 1 91 BRIDGET CLARK KENNETH KUTNER ��FY / DWELLING W/WELL WATER VACANT 130' aF' S 0�6 OF G� \\ OOD ZO E BOUNDARY CRY WELL J � � (15.0) 1 1 oDc� Ir EL 12.5 :: '•'. '•:':: ;::::o:;•. :;..:;.:::•'•::•:•:•.•'•:•:'•:••:::':.tih EL 15.8 \ o::::':::'•'::::. :';: A`�2 �4'DRY WELL i STYPRM.•: :.:'•''':' PO 8OX4'DE P j. ' yr \ --DWELLING---..'- �DWELLING- . s • ::::'fo• �s+ EQ // O '�: o. MY WELL \ � 8'1x5'OBP(15.0) •�:::':'PXGF?T.:5)':'::'•:�,::. .�'•::'•'• 'tiR' i EL 17.1 r/ ` ' a j 4 BEDROOM SYSTEM S.T. i ELEV. 14.9 90 1250 GAL, S.T. OL DR BROWN' 1.8' tic F (2)8'0x6'DEEP L.P. SANi DY LOAM o LP 8'M/N LP � BROWN ' 'C' Go SP 3.0 � \ 9� SAND LOAMY \ l� EXP SP SAND 3.3' PALE — TYPICAL CLEAN OUT \ EL 16.0 i• MEDIUM SLATE OR_ _SUITABLE-COVER- STOPPER END SAND- - OR PLUG ? - SW GRAVEL 4.3 \ HIGHEST EXP. WATER EL 2.5 \ i 50'MIN. W/jTER IN 30' ELBOW j' MEDIUM 60' WYE , KEEP SWp 4.6' SEDIMENT ON SITE G� FLOW EL 16.7 �S LT FENCING ANDAOR Y BAIL — 1T � MAY 25, 2021 K. WOYCHUK LS TYPICAL DRYWELL CROSS SECTION (CONIC. PRECAST COMPONENTS) o O BFiV✓ e'SUB FOR Nmh1PWARMp ,' •' J Q�G.•' N 0'SAB FOR TRAFFIC BFAI W APPROVED HUES PIPE o�iSI�NON FPME MID APFRO D OUTLET FPETYPICAL SILT !W.. AM 4•DM. coin TO GRADE To EVANS J PoN64 W .CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED ITN•4 DUl SCREEN SECTION Fns 1,.lt. :3/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA• I E3 ED❑❑ GEOTE)MLE FABRIC FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. suFFDRr FosTs ❑ 1:10 WOOD OR METAL FLOW DIRECTION EXCAVATED AND BACKFILLED TRENCH EXISTING GROUND D'RA11V,AGE CALCULATIONS: X MIN. 8' - — —I A) DWELLING FOOTPRINT-2264 SQ.FT. COLLAR ,• ,'MINIMUM 2264 x 0.166=376cf REQUIRED BACK FILL MATERIAL TO BE (2) 8'DIA x 5' DEEP DRYWELL-442cf PROVIDED CLEAN SAND AND GRAVEL B) DRIVEWAY=885 SQ.FT. 885 x 0.166= 147cf REQ. (1) B'DIA x 4' DEEP DRYWELL=177cf PROVIDED ZONED R-40 FEMA MAP#36103CO154H NON—CONFORMING LOT FRONT YARD SETBACK: 35` MIN THE WA-7ER"SUPPLY WELLS DRYWELLS AND CESSPOOL RIEARAY RD SETBACKD SETBACK: :35' MIN0' MINADD TOTAL ADD FLOOD ZONE 09-28-21 AND ORDS SHOWN ARE DATA OBTAINEDFROM FROMFIELD SERVA710NS OTHERS. AREA:14,898.94 SQ.FT. or 0.34 ACRES REVISED FOOTPRINT 09-14-21 ELEVA77ON DATUM.' NAVD88 UNAUTHORIZED AL TE'RA 77ON OR ADD177ON TO THIS SURVEY IS A WOLA 77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY 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 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE 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 774EREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUEfURES RECORDED OR UNRECORDED ARE NOT GUARAN7FED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: BURT DORFMAN; MAP OF: FILED: SITUATED AT:SOUTH.OLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional. Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 „ , PHONE (831)298-1588 FAX (831) 298-1588 FILE #22 -97 SCALE:1 =3Q DATE:MAY 25, 202 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Roychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 59 BLOCK: 6 LOT(S): 12 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY JUL 0 1 2021 �—a-1 .- 1 S-7 f \ DATE H.S. REF. NO. • APPROVED FOR MAXIMUM OF DI"Q g'�'� WATER � EXPIRES THREE YEARS F OM DATE OF APPROVkC EL 11.20., LAND N/F OF LAND N/F OF KENNETH KUTNER BRIDGET CLARK DWEWNG W/WELL WATER [Ec"�Dv[� VACANT 130' OCG OF �'� OVER 150' DD U. DRY WaL �v Q 0 00 SEP 1 7 2021 SQG�o�Nil (1s.o) 8'O D1 BUILDING DEPT. 0N��o p' :.'. :•2a ry1� �� TOIVN OF SOUTHOLD \ N9 �y ��$ y'';.; "' 'o•::'•'•. 115;11 GARAG€�.�.' ..: (15.5 EL 12.5 :': .:'::.::::.:'::;:::;::;:::.•,. EL 15. o.::': :::'•':::'• .:'::::'•.'.:'::'::.'::'•': c Q0 yDRY WELL \ �4 DP'.::'•,::PROPOSED 'Pppoo 8'/x4'DEEP / ` � I :��•:2 STY FRM.;::';::',: '••' ' \ 4 BEDROOMS;:-:::Y:'i'.'.::p:' so rL ;'•: FFit1.7. .:'•...'•::; :'.''' (15.0) y}�kq� EL 17.1 'L DRY WELL o $A rr \ lL B'/x5'DBP GyF (16.0) *o \ 4 BEDROOM SYSTEM S.T. ELEV. 14.9 Fo1250 GAL S.T. OL DR BROWN 1.8' (2)80x6 tic \ F ' 'DEEP LP. SANDY LOAM o \ OLP 6'4% `'�� BROWN iso C, LP Y� LP s• /�V SP1 SP SAND 3.0 y \ 0 EXP O / �`QJJ SP SOANNDD 3.3' so 0 -J? TYPICAL CLEAN OUT \ EL 16.0ALE ME UDI SLATE OR STOPPER END \ o &D SUITABLE COVERSW & - -4.3: OR PLUG \ / ? - - - - - - - - - -- - GRAVEL HIGHEST EXP. \ �P WATER EL 2.5 WATER IN 30' ELBOW / 50'MIN. MEDIUM 60' WYE \ SW SAND 4.6' SEDIMENT ON SITE GRAVELHAY BAIL AND/OR 17' FLOW EL 76.7 SILT FENCING MAY 25, 2021 w K. WOYCHUK LS TYPICAL DRYWELL CROSS SECTION (GONG. PRECAST COMPONENTS) 1�G� � N e•SAB FOR NON-TRAFFICBE411M p • 4 Q RAFFIC Ir SAB FOR TBEA W DW w APPRM NLE►PIPE �M FWME AIA APM&O GUDXT PIPE TYPICAL SILT 0 •• PTS iOK 7l. Com TO ORME TO,OM SCREEN SECT ON w CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED PRraNn��Y,. 3/4SUPPORT POSTS FILL BLEND OR N.Y. STATE D.O.T. APPROVED R.CA. ®�0❑❑ GEOTE)MLE FABRIC FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. El WOOD OR METAL FLOW DIRECTION EXCAVATED AND BACKFILLEO TRENCH EXISTING GROUND DRAINAGE CALCULATIONS: 3'MIN. 8' A) DWELLING FOOTPRINT-2200 SQ.FT. COLLAR '• TMINIMUM 2200 x 0.166=366cf REQUIRED BACK FILL MATERIAL TO BE (2) B'DIA x 5' DEEP DRYWELL-442cf PROVIDED CLEAN SAND AND GRAVEL B) DRIVEWAY=865 SQ.FT. 865 x 0.166= 144cf REQ. (1) B'DIA x 4' DEEP DRYWELL=177cf PROVIDED ZONED R-40 NON-CONFORMING LOT FRONT YARD SETBACK: 35' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDEYARD SETBACK: 10' MIN, 25' TOTAL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS REAR YARD SETBACK: 35' MIN AND OR DATA OBTAINED FROM OTHERS. AREA:4 4,898.94 SQ.FT. or 0.34 ACRES ELEVA77ON DATUM: NAVD88 UNAUTHORIZED ALTFRA77ON OR ADD177ON TO THIS SURVEY IS A WOLARON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCA77ON LAW. COPIES OF 7N/S SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING 1NS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWNj'I&EON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 77-1E PROP,iRTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRU&TURES gCeRDED OR UNR RDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPE 1p c rd CERTIFIED TO: BURT DORFMAN; MAP OF: e z C`n FILED: P r.D SITUATED AT:SOUTHOLD "D 1Y -- - TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORKP.r&fefiak3ljtb L jS gyig ]gyri)ef �R ►' PHONE (831)298-1588 FAX (831) 298-1588 FILE #221-97 SCALE: "=30' DATE:MAY 25, 202 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 59 BLOCK: 6 LOT(S): 12 ® E CH U E 2 �b DEC 0.3 2021 DD BUILDING DEPT. TOWN OF SOUTHOLD DWELLING W/PUBLIC WATER / S I � EL 11.2 ,p0 F LAND N/F OF LAND N/F OF \1 gl BRIDGET CLARK KENNETH KUTNER `4 LFA' / DWEWNOR 150' WATER VACANT 130' FOUNDATION 12'ClE1R OF �G OF G� \\\ F1A�ZONE BOUNDARY/DRY WELL Pip 0 T7s i�/ \Yx.5'DE P FF'g� o G ti � PI GARAGE (15.5) Zyos� y / Ap. EL 12.5 ryyo EL 15.8 DRY WELL ' FND. LOCATION g 'Ops � 8'h�4'DEEP i DRY WELL G TOP FND. EL 18.7 �' Qom Roo 8Yx5�(15.0 '\ ��DDDb_q ` ti� i! EL 17.1 Gk �p`�?j 4 BEDROOM SYSTEM S.T. •� i!. ELEV. 14.9 % \ 1250 GAL. S.T. OL DR BROWN 1.8' yc� F (2)8'Ox6'DEEP L.P. 0 i 7 SANDY LOAM j AG \ `Q LP B'MIN LP / �! SID BRAD 3.0, SP LOAMY EXP ��p /i!' of SAND 3.3' TYPICAL CLEAN OUT \ EL 16.0 5�0 PALE 1h \ / MEDIUM___ SUITA13 E COVE STOPPER END gyy OR PLUG GRAVEL 4.3 /. / HIGHEST EXP. WATER EL 2.5 WATER IN 30' ELBOW \ MEDIUM SSD 60' WYE i• SW 4.6' GRAVEL — 17' FLOW- � //• EL 16.7 � MAY 25, 2021 / /• K. WOYCHUK LS SD'NIH / SEDIMENT ON SITE TYPICAL DRYWELL CROSS SECTION HAY AIL (CONC. PRECAST COMPONENTS) /SILT FENCI GD/OR r STAB MR NON-TRAFFIC SCAM W r SAB FDR TRUM BEARING APPROVED INLET PIPE CAST IROM FRAME AND APPRBVM CUR.V PIPEA A Ma.4'Ohl COVER TO GRASS TO ExPANS7QN Rads TYPICAL SILT pRq�p Fy-/I. ®� GEOTEXRLE FABRIC E3❑❑ SUPPORT STS ,paO /� ❑ ❑I� WOOD OR METAL — p p,•''. T`' .��`. •'•+, ••% O FLOW DIRECTION CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED Pi EXCAVATED AND 3/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. BACKFILLED TRENCH FILL TO 18' (MIn.) ABOVE EXISTING GRADE FOR DRAINAGE. EXISTING GROUND }: DRAINAGE CALCULATIONS: 3 MIN. g' ,. A) DWELLING FOOTPRINT=2264 SQ.FT. ,'MIHIMIIM 2264 x 0.166=376cf REQUIRED BACK CLEAN SAND AND GRACE (2) 8'DU1 x 5' DEEP DRYWELL=442cf PROVIDED B) DRIVEWAY=885 SQ.FT. 885 x 0.166= 147cf REQ. (1) 8'DIA x 4' DEEP DRYWEU=177cf PROVIDED ZONED R-40 FEMA MAP#36103CO154H NON-CONFORMING LOT FRONT YARD SETBACK: 35' MIN FND. LOC. 11-29-21 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDEYARD SETBACK: 10' MIN, 25' TOTAL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS REAR YARD SETBACK: 35' MIN ADD FLOOD ZONE 09-28-21 AND OR DATA OBTAINED FROM OTHERS. AREA:14,898.94 SQ.FT. or 0.34 ACRES REVISED FOOTPRINT 09-14-21 ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERA7ION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC710N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 7HIS SURVEY 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 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS77TU710N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: BURT DORFMAN; MAP OF: FILED: SITUATED AT:SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE #221-97 SCALE:1 =3O DATE:MAY 25, 2021 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Roychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 59 BLOCK: 6 LOT(S): 12 #R-21 -1571 2D JUN 1 0 2022 DO BUILDING DEPT TOWN OF SOUTHOLD REPAR DWELLING WIPUBLIC WATER 1p 310, EL 11.2 STONE WALL LAND NIF OF LAND NIF OF 1 BRIDGET CLARK KENNETH KUTNER ZONE AE(EL 9) DWELLING WIWELL WATER VACANT 130' OVER 150' Polo EQP. EL -9-_6 ...... -10 .,.................. .. . . P& . WOOD at Ur O Y EL 16.1 .......... r........... LP GAS TANK .. .................... .. EL 13.8 ... a.... ......... ... ....................... .................................. �6 0 EL 15.8 MON. ............ PIPE . ........... DRY WELLi. U.P. ry ...... 8'$x4DEEP 0 ....... lop i. DRY WELL ----------------- .......................... I I /' EL 17.1 XO. .................................. IN, EL 15.2 IN, ........................... .... ....................... 01, & 35.5' )u 40.5'9 EL 16.0 15� .324 tic \----32 i. .5'-- LP 4 BEDROOM SYSTEM 1250 GAL S.T. (2)8'Ox6*DEEP L.P. 4A EL 16.0 EL 16.7 'Cr ZONED R-40 FEMA MAP#36103CO154H NON—CONFORMING LOT UPDATE 06-07-22 FRONT YARD SETBACK: 35' MIN FINAL SURVEY 05-08-22 THE WATER SUPPLY, 'WELLS, -DR YWELLS AND CESSPOOL SIDEYARD SETBACK: 10' MIN, 25' TOTAL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS REAR YARD SETBACK: 35' MIN FND. LOC. 11-29-21 AND OR DATA OBTAINED FROM OTHERS AREA:14,898.94 SQ.F7. or 0-34 ACRES ADD FLOOD ZONE 09-28-21 ELEVA77ON DA77JM.- NAVD88 ——----- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S 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 INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS777ZJ770N, 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 ERECTION OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENn. EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OR DESCRIBED PROPERTY CERTIFIED TO: BURT DORFMAN; MAP OF: FILED: SITUATED AT.-SO.UTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE #221-97 SCALE:j "=30' PHONE (631)298-1588 FAX (631) 298-1588 DATE:MAY 25, 2021 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk Generated by REScheck-Web Software; Com-, to C ert, if i c at, le ptiance , Project 7715 soundview ave Energy Code: 2018 IIECC Location: - Southold, New York Construction Type: tingle-family 'Project Type: "New Construction Conditioned-floor Area: x.280#k2 Glazing Area 13% •Climeite Zone: "Perm' it-Bee: .ern4it.,Nwnber: Construction Site: Owner/Agent: Designer/Contractor: 7715 SOUNDVII AVE Owt Dodwan Robert HiogipsArehl-tect SoutboldT, MY 50.,hIddep.a.tres*lI wadft...qliver, NtY-.11792- Compliance: 4.2%Better Than Code Maximum UA: 410 Your UA: 393 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. Eiivej=e Assemblies Gross,Area Cavity Cont: Prop. Req. Prop'. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,400 30.0 0.0 0.035 0.026 49 36 Ceiling 1: Cathedral Ceiling 756 30.0 0.0 0.034 0.026 26 20 Wall:Wood Frame, 16" o.c. 2,592 21.0 0.0 0.057 0.060 124 130 Door: Solid Door(under 50%glazing) 79 0.400 0.320 32 25 Door 1: Glass Door(over 50%glazing) 40 0.300 0.320 12 13 SHGC: 0.30 Window:Wood Frame 305, (1300' 0:320, 9Z 98, SHGC: 0.30 Floor:AR-WoadjolstlTKuss 1:,280:. 30.0' 0.9, 9.033 U.0147 42. M. FlI 2:AIJA(Voo&Jq1.stfrruss 60.0, MAX, 0.11 0.026 x.047 1:6 28. Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. robert higgins architect A14. - - SEPT 1,32021 Name-Title Signature WJ Date -1JZ_ 0190 Project Title: 7715 soundy.jew ave Or- NES % Report deet,- 09f1312.1 Data filename: I- I—� Page 1 of 9 REScheck Safe are Version w. REScfteck-Web Inspection, C eckfist Energy Code: 2018JECC Requirements: 100.0% were addressed directly Jnthe'�REScheck software Text in the "Comments/Assumptions" column is provided by the 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. Skt,oh,, Value-C, Value D: 103.1, Construction drawings andComplies ,Requirement-will be met. 103.2 !documentation demonstrate Does Not M, IPRIJI ;energy code compliance forthe A Not Observable -]-building envelope,Thermal GO 3o� 'N tA Ii bl o pp ica e envelope represented on V construction documents, --`�-,flcompfies -,Requirement will be met. 103.1, ;Construction drawings and documentation demonstrate 103.2, Does Not 403.7 ,energy:code com liance for ip, -'re Observable p Ob [PR331 ;:lighting and mechanical systems �,,T-F UNot Applicable able c !Systems serving multiple poll ;dwelling units must demonstrate !compliance with the he FECC !Commercial,Provisions. ---------- _,.Heating and cooling,equipmen t is 1 Heating: Heating: 0complies :Requirement will be met. s sized per ACCAManual 5 based Btu/hr 403,�.%.7 13Does Not "50nJoads calculated:per ACCA Cooling: Cooling: !',ONot Observable Q M an ual J or other methods Btu/hr Btu/hr phot Applicable approved,by the code official. Additional Comments/Assumptions: I High Impact(Tier 1) ::,_ $Medium_Impact(Tier 2) F�3 Low Impact(Tier 3) Project Title: 7715 soundview ave Report date: 09113/21 Data filename: Page 2 of 9 2 7 WASSU A protective covering is installed to Complies :Requirement will be met. exposed extedorInsulation IFOI-1119-, .s protect CIDoes Not and extends a minimum of 6 in.below i h bM- Not Observable 1, .4 gra d e. Not Applicable "'A Snow-and ice-melting system controls UCompties ;Requirement will be met. 07 2]z ',;installed. "PDoes Not i'O. Not Observable:* �Dlslot Applicable Additional Cornments/Assumptions: J.-1 High impact(Tier 1) lvledium Impact(Tier 2) Low Impact(Tier 3) 'Project Title: 7715 soundview ave Report date: 09/13/21 Data filename: Page 3 of 9 do . ,-- .- .�. .. .: .. ... .,...:.:,.-,.. -. •. Sec . ..: , ;- .,, ;. _:..: .. .:; _- _- Plans-verified.. FAeId;�Jer�fied;: :.: _:.: . : ;.: F.ramingr/Rough In Inspect[on Complies. Comments/Assurimptons ., Value Value 402.1.1, ;Door U-factor. U- U- Elcomplies ;See the Envelope Assemblies 402.3.4 :Oboes Not ; table for values. [FR111 `[]Not Observable . , 11ot Applicable 402,1,1, {Glazing U-factor(area-weighted U- U- `OComplies 'See the Envelope Assemblies 402.3.1, average). ODoes Not ;table for values. 402.3,3, ;ONot Observable 402,5 ,ONot Applicable jFR2]1 303.1.3 U-factors of fenestration products - ;OComplies ;Requirement will be met. [FR4]? are determined in accordance ,l ', "..:,J"`. =-,`;Oboes Not with the NFRC test procedure or ; _ 'ONot Observable :taken from the default table. s _ ONot Applicable 402.4.1.1 Airbarrier and thermal barrier ` EComplies ;Requirement will be met. [FR2311 installed per manufacturer's k' a ;Oboes Not t AJ i instructions. ONot Observable ° . �E]NotApplicable ; tis not site built = "`` L3Complies Requirement will be met. 402.4.3 ;Fenestration tha ,,,r.. [FR20]1 !is,listed and labeled as meeting Does Not AAMA/WDMA/CSA 101/I.S.2/A440ONot Observable ; or has infiltration rates per NF RCONot Applicable : ., 400 that do not exceed.code ; i limits. 3 "''' res::<%= `-_ ,-r. 1]Compties ;Requirement will be met. 402:_4 5- IIC-rated recessed lighting fixtures itll 1 ]? _ seated at:housing/interior finish i ;,R:•„ ,, . ,. „_ ;©Does Not i �1 and labeled to indicate 552.0 cfm i 'ONot Observable F leakage at 75 Pa. (' ' r u i ONot Applicable 403.3.1 'Supply and return ducts in attics r - .00ompiies !Requirement will be met, [FR12]1 :,insulated >=R-8 where duct is - - - - Oboes Not ; >= 3 inches in diameter and >_ ; 'ONot Observable ; R-6 where< 3 inches.Supply and r return ducts in other portions'of ,,ONot Applicable ; the building insulated:>=R-6 for diameter>= 3 inches and.R-4.2 for< 3 inches in diameter. = "' 403.3.2 'Ducts, a{rbandlers and(filterComplies 'Requirement will be met. [FR1311 'boxes are sealed with } f. :Oboes Not • Joints/seams compliant with 5r International Mechanical-Code or International Residential Code, as; ONot Applicable `applicable. 403°3 5 ',Building cavities are not used as OComplies Requirement will be met. jFR15]3 ducts or plenums, 1 flDoes Not ONot Observable 1 ONot Applicable 4034E �'HVAC.piping conveying"fluids R-y R- :!]Complies Requirement will be met. jFR.17`12 above 105 QF or chilled fluids %C7Does Not j•:_,;,.below 55 QF are insulated to>_R- i ,ONot Observable 3. 1 DNot Applicable 403.4,1 ;Protection of insulation on HVAC ; °' V Compfies Requirement will be met. ,D j,FR2411 =piping. ,_ EDoes Not _ Not Observable `E]Not Applicable 403;5',3':' Hot water pipes are insulated.to SR-Y` R- ;DComplies ;Requirement wiH^be met. _-R-3. :Oboes Not ONot Observable iDNot Applicable 1. high{mpact(Tier 1) 2,'.Medium impact(Tier 2) 3` Low Impact(Tier 3) Project Title: 7715 soundview ave Report date: 09/13/21 Data filename: Page 4 of 9 hed' "Plans - M UMD ions:'- Framing _Value' _ Automatic or gravity dampers are Requirement will be met. IFR191� installed on all outdoor a Does Not intakes and exhausts. EINot observable fti E]Not Applicable Additional Comments/Assumptions; 1:11 High-impact(Tier 1) (Tier 2-) 1.-,, --I.Low Impact(Tier 3) Medium (T Project Title- 7715 soundview ave Report date: 09/13/21 Data filename: Page 5 of 9 `Sectio ` ns .e i e i ie — OMO id9T C- tions: Insulation`Inspection : C eqID] Value aIUa - 3031 All installed insulation is labeled 'Requirement wil[be met. e installed R-values t -1— 11.1 1 -E]Does No provided. 1-1�.�,.,;--'�'-�.E]Not Observable Not Applicable 402.1.1, :Floor Insulation R-value. R- R- ![]Complies See the Envelope Assemblies .. 402.2.6 Eli Wood [],,,.Wood ':E]Does Not table for values. [INI11 E]�Steel, E]'Steel UNot Observable 1,01S!ot Applicable � 303.2, Aoor insulation instafled,per -`complies ;Requirement will be met. 402.2.8 'manufacturer's instructions and ClDoes Not lIN2]1 in substantial contact with the ` underside of the subf loor, or floor' ` Not Observable ;framing cavity insulation Is in ,`Not Applicable ,contact with the top side of :sheathing, or continuous ,Insulation Is Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor,raming ;members. 402.1.1, Mall insulation R-value.If this is a R- R- UComplies .;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the Wood FJ Wood, U[Does Not table for values. 402.2.6 wall-insulation on the wall [IN3]1 exterior, the exterior insulation El Mass El'Mass bNot-ObservableSteel, Steel' Not Applicable !requirement applies(FRIO). 303.2 i Wall insulation is installed per Complies Requirement will be met. [IN4] ,mianufacturer's instructions. --';'Does Not --�n?IONot Observable I I:Y1 ONot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Medium Impact(Tier 2) Low impact(Tier 3) Project Title: 7715 soundview ave Report date: 09/13/21 Data fiiename: Page 6 of 9 . . ` soffit and eave vents that -C�E]Not observable � Finel.lnspection provisions Complies? =; Comments/Assumptions &Red ID Value Vale' ':' :F 403 6 1 All mechanical ventilation system ' ' ❑Complies .Requirement will,be met. [FI25}z 'fans not part of tested'and1isted G _ ❑Does Not HVAC equipment meet efficacy QNot Observable ! ;.and air flow limits per Table "` "` =; rClNot Applicable 8403.6.1. - - - 403 2 t Hot water boilers supplying heat homplies 'Requirement will be met. [Ft26]?:..,;,through one-or two-pipe heating ❑Does Not systems have outdoor setback F F QNot Observable l control to lower boiler water { Not Applicable ; '7"temperature'based on outdoor = :3 temperature. 4,03:5 1 1 Heated water circulation systems ` 3 "r OComplies `Requirement will be met. have a circulation pump.The - <::_ ❑Does Not ;system return pipe is a dedicated fN,,bNot Observable F; return pipe or a cold water supply` ;pipe.Gravity and thermos- ©Not Applicable syphon circulation systems are 3 jnot.present,Controls for F circulating hot water system �r pumps start the pump with si.gnab _- -- �for hot water demand within the occupancy.Controls automatically tura off the pump - -: when water is in circulation to - is at set-point temperature ands �•> "no demand for hot water exists. - 408 Electric heat traces stems OComplies ;Requirement will be met. fFl29,1 , < comply with IEEE 515.1 or Uti tflDoes:IVot ;515. Controls automatically :QNat Observable ' =adjust the energy input to the flNot Applicable ; heat tracing,to maintain the , desired water temperature in the piping 403:, ?.Demand recirculation water flComp1ies ;Requirement wi1.1'be'met. Fi34 systems have controls�that " `l;4°'' "❑Does Ndt Y - - manage operation of the pump limit the temperature of the ;[]Not Observable r "EINot Applicable ';water entering the cold water r 2 '°tpiping.to<= 1044F. _ _ 2;.•. ':' 403.5 4 .,,3Dran water fieat;recovery units °.❑Complies !Requirement will be met. jF13I�2 tested in accordance with CSA = ,❑Does Not 855.1.Potable water-side - pressure loss of drain water heat f sQNot Observable X recovery units< 3 psl for a QNot Applicable individual units connected-to one ;d{or two showers. Potable water- side„kpressure loss of drain water ax`= ;heat recovery units <2 psi fior 4yk individual units connected to three or more showers. 404.1 90%or more of permanent - ❑Complies ;Requirement will-be met. IFI611 `fixtures have high efficacy damps.i_ == __;❑Does Not - �`'' "z� '('a•QNot Observable ' ” "' , flCom Pies Requirement will be met. `404;:!'.1' ;Fuel gas lighting,systems have "`- ;::;=r='=' p 11F12313 ''Ii no continuous pilot light. y ;Oboes N'ot F4F :`QNot Observable GlNot Applicable '4.01� Compliance certificate posted. ❑Complies ;Requirement will be met. lFl7}? t '�QDoes Not ;i]Not Observable ; t .614ot Applicable 1 High Impact(Tier Y) =2:' Medium impact(Tier 2) 3> Low Impact(Tier 3) Project Title: 7715 soundview ave Report date: 09/13/21 Data filename: Page 8 of 9 sump io -s� Ail' Set Mon. -,Ji' 44 fi d.! dn d, a &-Ke J ;,Manufacturer manuals for Complies Requirement will be met. f ]3 ,',,mechanlcal and water heating systems have been provided. Not Observable wti ONot Applicable Additional Comments/Assumptions; [A nighimpact(Tier 1) =JlAedlum Impact(Ter 2) ,�,.,[Low Impact(Tier 3) Project Title: 7715 soundview ave Report date: 09/13/21 Data filename: Page 9 of 9 ` 2011: *1ECC Energy -ff� - = cate' Above-Grade Wait 21.00 'Below-Grade Wait 0.00 Floor 30.00 Ceiling./iltoof 30.00 .Ductwork a(unconditioned spaces;: "r Rating LI-Factor SHGC D. . Window E}.30 0.30 Door 0.40 0.30 ,Hezitirig*Si . . Heating, System: Cooling System: Water Heater: Name: Date: Comments s. ?pt ILIM81(VG . p1:L PLUMBING WASTE APPRO ED AS NO ``� ArEr�LINES NEED ED T `1NG:1E1<ORE COVERING DATE: _ B.P.B FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 "8 AM TO 4 PM FOR THE PLUMBER CERTIFICATIO/V FOLLOWING'INSPECTIONS: ON LEAD CONTENT BEFOP, 1. FOUNDATION TWO REQUIRED CERTIFICATE OF OCCUPA1, FOR POURED CONCRETE SOLDER'USED IN WA TEA 2: ROUGH'- FRAMING & PLUMBING 3., INSULATION SUPPLYSYSTEM CANIV�- 4. FINAL - CONSTRUCTION MUST EXCEED 2/10 OF BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PI.ACARDING REQUIRED 1p— rni n rnr r P-"` 4. °_. NG BOARD 5QIJi L- 84N7TRUSTEES ,DQ:NOT-PROCEED WITH - � FRAMING UNTIL SURVEY OP FOUNDATION LOCATION HAS SEEN APPROVED. OCCUPANCY OR USE IS UNLAWFUL Blower door and ductwork NITHOUT CERTIFICf testing required. -)I: OCCUPANlr'V RETAIN STORM WATER RUNOFF 1 PURSUANT TO CHAPTER 236 All exterior lighting OF THE TOWN CODE. installed,replaced or repaired shall conform to Chapter 172 of the Town Code Must provide Manuals D,J and S as per NYS Energy Code GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE o � 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 PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of Nev York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP SPACING AND 2020 Building Code of New York State; Plumbing Cole; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION 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) 1-112 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Habitable attics i attics served with fixed stair 30 10 4-8d BOX (2-112")OR Additions,Alterations&Renovations:shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 Balconies(exterior}and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes4-8d BOX 2-1/2" OR Floor drain Guards and Handrails 200 2. Written Dimensions take precedence over scaled dimensions 40 20 2 CEILING JOISTS TO TOP PLATE CEILING JOISTS NOT ATTACHED TO PARALLEL 4-1Od BOX (3")OR , 3-8d COMMON EACH JOIST,TOE NAIL 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two trapswith Or 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 and were decks abut house framing. Guard in fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions, existing or new and be responsible for field fit. Without dishwasher and food Waste disposer) 1-1/2 4 RAFTER LHEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (one Or more Compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, - OR 1-1/4"X 20 n RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER Q shall be installed in accordance under latest State approved BuildingCodes. 19. All habitable rooms shall be provided with aggregate lazin area of not less 8 percent of the Lavatory Rooms other than sleeping rooms 40 10 Pglazing P 6 RAFTER TO TOP PLATE All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum o enable area to the outdoors shall be 4 percent of Shower (/based on the total flow rate through 3-10d COMMON OR 2 TOE NAILS ON ONE'SIDE AND -� P P 1 g Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE 0 electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. 20. All window and door headers to be 2-2x10 unless noted otherwise. Roof 7 ROOF RAFTERS TO RIDGEVALLEY OR HIP 3-10d COMMON TOE NAIL FIOW rate: Stairs 40 20 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 20 20 , 4-16d OR (--- of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section Ml 502 More than 5.7 gpm up to 12.3 gpm 2 be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 3 1sd BOX OR 0 2-16d COMMON END NAIL O disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE MEMBERS OF ALLOWABLE WALL FRAMING More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION W TABLE R401.4.1 subscript b: Where the building official determines that in-place soils (3. COMMON p g p 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL LL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 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 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 16"O.C. FACE NAIL 0 basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON 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. 10 BUILT-UP HEADER (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES Floors L1360 Z an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL W garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING - GARAGE SEPARATION All other structural memebers L/240 OR 4-8d COMMON U All Concrete shall conform to the latest ACI standards. hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL SEPARATION MATERIAL Exterior walls with stucco finish H/360 Z Q 0 R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END LU NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST MIN 24"LAP SPLICE LENGTH Q the requirements 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 FROM THE RESIDENCE AND ATTICS EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR EACH O.C. FACE NAIL 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. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 CO W R404.1.2(9). BOARD L=span length,H=span height OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL �/ > Z Location of Reinforcement:The center of vertical reinforcement in basement walls shall be 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 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL L.L._ Q ., located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 Q Z Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL Q Z) DWELLING UNIT ON THE SAME LOT W � to provide a maximum cover of 1-1 A inches from the inside face. section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF 2-1sd COMMON J V End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL 3-10d BOX /� R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON CI) 0 0 � CD Based on Table 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) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX 0 (f 18 1" BRACE To EACH STUD AND PLATE FACE NAIL 't- wall E ISD Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-8d COMMON L_ � 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 12 FT 20 FT 28 FT 36 FT (� o LO D Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING 0 0 V SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 p ry• roof assembly to the foundation (1,00 r �p wall and One#4 bar near the third points in the wall story. NUMBER OF 16D COMMON NAILS . 0 � 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL /1 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 3: 12 16"O.C. 5 8 10 13 3-8d COMMON L.l. �J) 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 classified22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL Min. Fb 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 10 PLATE(ROOF APPLICATIONS ALSO) 10d Box 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 C P g g g p 5: 12 16"O.C. 3 5 6 8 BLOCKING TO JOIST 2-10d BOX E o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 23 2-8d COMMON EACH END o o E N 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 0 0, o Fastener Panel Span Panel Span Panel Span 4-i6d BOX m �, „ 8. ALL EXTERIOR LUMBER Shall be ACID requiring.he following: and complywith ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL a, o r o o a r Type Less than or less than or less than or 3-16d COMMON w•S w:- E s N N o- a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. 9: 12 16"O.C. 3 4 4 5 m o 0 C � w T or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-i6d COMMON AT EACH BEARING,FACE NAIL ' Z a ° c M b. Use Copper flashing Only against ACQ Lumber Sill Plates 12: 12 16"O.C. 3 3 4 4 ( ) 4-10d BOX o g o o PP 9 Y 9 27. Flame Spread Index: R302.9 o, s II.o c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc wall and ceiling finishes shall have a flame spread index<-200 No 8 Wood screw c o•F, o o y ego Y shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-16d BOX C o.0 .o "- 2 P g THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON PER JOIST c a �` > = a" o &attics shall have a flame spread index:5 25 2 inch embedment on center on center on center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS aoi s m.0 3 L - y•c- oc3 10d BOX 24"O.C.FACE NAIL TOP&BOTTOM a"-• c Z_ c -_ 3 8 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES o 0 0 o a r installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: - a, �,a� _ Framing connectors,Allowable Hole diagrams, specifications, etc. _ wall and ceiling finishes having a smoke-developed index 5 450 CO No 10 Wood screw _ _ Micro-Lam Design Stress: E - 1.9, Fb=2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 28 LEDGER STRIP SUPPORTING JOISTS Or?RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL L s 5 c o N-0 " 3 E based anchor with 16 inches 12 inches 9 inches H c / H r HEEL JOINT FACTOR 3-16d COMMON a = = o "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 U o 0 2 " 3 °. o ° �W "Anthony Power Beams Design Stress; E= 2.1, Flo=3000 psi, Fv= 300 psi 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST Z-1 0d BOX(3") OR :E tw° m c s c E o °7a 2-8d COMMON 2-1/2P EACH END, TOE NAIL _.� n m m w 28. SWIMMING POOLS. Shall conform to Section R326 lenght 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, r o o N o rO C w o c a) C 2) � . f0 U U w N 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 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND o ti a f- 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, PARTICLE BOARD WALL SHEATHING TO FRAMING 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 a.This table is based on 180 ultimate design wind speed and a 45 foot mean roof height. 1 / 6 1.20 ght DESCRIPTION OF � NUMBER AND TYP SPACING OF FASTENERS z A. Minimum net clear opening of 5.7 square feet. b.Fasteners shall be installed at opposing ends of the wood structural panel. BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING Except grade floor openings shall have a minirrum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. OF FASTENER PANEL EDGES SUPPORTS GABLE END WALL FRAMING 0 this section shall be posted near the electrical panel or water heater b the builder. TABLE 802.11 = opening of 5 square feet. p P Y RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON B. Minimum net Clear opening height shall be 24 inches. c.Anchors shall penetrate through the exterior wall covering with an embedment length of 30 3/8"- 1/2" sd COMMON(SUBFLOOR,WALL) (n � ~ � � not less than 2 inches into the building frame. Fasteners shall be located not less than (ROOF) 6" SEE NOTE A 6 U � 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. t;n '- D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". RAFTER ROOF EXPOSURE C 31 _J 0 W SPACING SPAN 19/32"-1" ad COMMON 6" SEE NOTE A 6" Z z _J � O 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 = d- WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) ULTIMATE WIND SPEED Q _J z Q r an emergency escape opening shall be provided for EACH sleeping room. 130 140 32 1-1/8 1-114 10d COMMON NAILS 6" 12" W < (� I- t� Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH 1/2"STRUCTURAL CELLULOSIC U W It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. 1-1/2"GALV.ROOFING NAIL W 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 <5:12 z 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING 3 6 (� z and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 � U- - a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems(new,existing or upgraded) 214 201 263 247 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL „ W n' Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 7" 7 _J stamped by a professional engineer if required by the Owner or Building Dept. FIBERBOARD SHEATHING Ur (n ANSI/DASMA 115. Areas within hurricane prone regions: 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 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL continuous run of treads or flight with FOUR OR MORE RISERS. 35 7„ 7„ wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV,ROOFING NAIL 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. 24 340 318 422 396 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point directly above the top riser of a flight �--- 6" DIAMETER -►I A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3 (3) to a point directly above the lowest riser of the flight. Handrails adjacent to ( Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a wall shall have a space of riot be less than 1-1/2 Inches between the wall of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail. see code for exceptions. Refer to Code for grip size specifications. cover the glazed openings with attachment hardware provided in the table below. WALL `� MINIMUM NAIL MIN WOOD MIN.WOOD NAIL SPACING CONSTRUCTION TYPE Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STUD NAIL SIZE PENETRATION STRUCTURAL 12. GUARDS: R312 Porches, balconies or raised floorsurfaCes located more than 30" af� / Attachments shall be provided in accordance with the table as follows: STRUCTURAL PANEL � I", 'II", "III", "IV", OR"V" THICKNESS SPACING EDGES FIELD cV Lu 16"O.C. 42 535 499 664 622 PANEL SPAN RATING N Lu above the floor or grade below shall have a railing not less than 36 inches in height. Railings shall have;Top rails and Balusters and Bottom rails that are i REFLECTIVE RED 16"O.C. 48 599 559 745 697 sd COMMON NAIL OR 1/2" 16" O.C. 6" 12" W 0 0 NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed PANTONE#187 (2.5"x 0113"} 1.50 INCH 24/0 7/16" by the riser,tread and bottom rail of the guard rail at the open side of a stairway � 8d COMMON NAILW W are permitted to be of such a size that a 6 inch sphere cannot pass through. (2.5°x 0131") 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" m Open sides of stairs with a total rise of more than 30 inches above the floor or TABLE 507.9.1.3(1) LU Q grade below shall have guards not less than 34 inches in height measured / DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 F-LU Q WHITE FIELD vertically from the nosing of the treads. REFLECTIVE I d W 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window ' ___ JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS U CONNECTION GYPSUM BOARD UWj O_ 0 I DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS opening is located LESS than 24 inches above the finished floor and GREATER �`` 7/16" min. structural plywood than 72 inches above the finished grade or other surface below on the exterior '��w�,.,".._,-..-��'` FRAMING SPACING NAILS scREws TO WOOD FRAMING of the building,the window must be provided with a window opening control device Panel Attached to &1 DIA.LAG SCREW 30" 23" 18" 15" ' &1/2"MAX. SHEATHING 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS DESIGNATION FOR STRUCTURAL WALL EITHER DIRECTION 16"O.C. 8" 16" �J that compiles with R312.2.2 Window Opening Control Devices. �� Frame in accordance COMPONENTS THAT OF 1/2 DESIGN CRITERIA 1/2"DIA.THRU BOLT TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 &1/2"MAX.SHEATHING 36" 36" 34" 29" 5/8" CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d CCOLER NAILS STROKE WALL EITHER DIRECTION 16"O.C. 7" 12" r h 14. FIREBLOCKING AND DRAF•TSTOPPING: Fireblocking shall be installed in "F" FLOOR FRAMING INCLUDING of the residential code Winds speed: 140 rw/ accordance with R302.11 thru R302.11.2 and Draftstopping shall be GIRDERS AND BEAMS of New York State p 2'1"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7i8*LONG 6d COATED NAILS OR installed per R302.12 thru R:302.12.1 No of stories: 2 5/8„ GARAGE CEILING 16°O.C. 6" 6" EOUIVALANT DRYWALL SCREWS. Fireblocking materials R302.11.1 shall be as follows: "R" ROOF FRAMING 1/2"DIA.LAG SCREW BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH Mean Roof Ht: 30 ft &1/2"MAX. SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan !�I 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. 2. 1/2"gypsum board UNDER SECTION 6020FTHE BCNYS WINDOW UNIT Bldg Length per plan & 1/2"MAX. SHEATHING 24" 21" 19" 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance Bldg Width Per plan Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for N with the 10 foot horizontal fireblocking in walls constructed using parallel TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 _ LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. +-� rows of studs or staggered studs. bldg aspect ratio,: 3:1 � 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) UL 263, for the specific applications Nailing SChed: Table R602.3(1) U �" '- Applicant shall provide engineered wood placard on or adjacent to electrical meter box for field inspection. A" _v TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL [®I Q o OF FOUNDATION MATERIALS Residential structures with Truss type construction, 10-1 SHUTTER DETAIL ~ Pre-Engineered Wood Construction And/or Timber Construction CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration M-�I ,� M Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel M U ' 0 Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. M�+■I O "� Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection ® ``� 'a N v Sand,silty sand,clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2,000 psf r-. 04 Clay, sandy clay,silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) ��©:=��k (CL, ML, MH and CH) 1,500 psf '-� r'. e Z J f•,i lj� U a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM � '��l�� C� �� G' ,` � • i the allowable bearing capacities of the soil shall be part of the recommendations. ° SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN 'S GSN�W SPEED TOPOGRAPHIC WIND BORNE DESIGN WEATHERING LIN05T TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SEP 7 2021 b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP " o ' P 9 tY LOAD ZONE DEPTH - are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. M MODERATE r.TUT-311 P,7 roEP . 20 LBS 140 NO NO NO B SEVERE 3-0 TO HEAVY 11 YES NO 1500 or less 52.1 m.!•\z��-.l i}.t' J 1�.I F bT�i . G- 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. p O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. 1. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS Outside Elevation Extent of header(two braced wall segments) • Extent of header(one braced wall segment) _ TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED L m CL 1: fasten king stud to header with CONT.IN000S RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING • ° Min.3"x 11-1/4"net header Header e o ° / 6-16d sinker nails •- _ _ _ _ ._ _ _ __ _ _ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONT.IN0005 RIM ADDITIONAL FRAMING ° ° ° shall occur at top of wall '= = — = r' -= - —•-� '- - — -•� PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG ,I I•I ISI I, ON EDGE,12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° ° ° fasten top(plate to header with •I I•I I•I PER TABLE 2"FIELD. IN ERIOR S Header shall be Top plat pcontinuity is two rows of 16d sinker nails @ 3"o.c. fastened to the re uired er R602.3.2 I' VARIES BY FASTENERS king stud with Braced wall line \ 2-16d NAILS EACH SIDE 6-16d sinker nails •I I I I I 1, I M, p continuously sheated \Minimum 40001b header-to-jack-stud .I II I•i METHOD CS-WSP: � Fasten sheathing to header with 8d common nails in 3 In. rid with 1/2"wood o 1 rn x g 9 strap on both side of opening ca i° structural panels ° ° AS PER TABLE R602.3(3) 'w pattern as shown and 3 in,o.c.in all framingstuds and sills p •I I'I „�-� ' ( ) ° ° opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS — o, •I I I 8d @ 6"O.C.ALONG @ = Minimum 40001b header-to-jack-stud strap ° 0 WITH 8d COMMON NAILS BRACED WALL PANEL Sd @ 6"O.C.ALONG AT EACH BLOKING MEMEBER E 1 , .I 0.131 X 2.5"LONG BRACED WALL PANEL BRACED WALL PANEL Sd A E O.C.ALONGon ( ) BRACED WALL PANEL ,co � ° � �° sheathing nslde of opening opposite side of Panel splice edges shall occur over •--� .I AT 6"O.C.ON EDGE AND 12 O.C. o r ° I° 9 ° and be nailed to common blocking O IN FIELD BRACED WALL PANEL °7 °° Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- BRACED WALL PANEL X a ° ° • ° • ° ° g BRACED WALL PANEL BRACED WALL PANEL c 1/2"thick wood strucral panel sheathing ° ° ° leg height. One row of 3"o.c.nailing BRACED WALL PANEL g i° P 9 BRACED WALL PANEL INTERIOR FINISH: iv i° with 8d common nails @ 3"o.c. in all framing o is required in each panel edge. 2 11 SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG � I° (studs,blocking,and sills)typical ° if needed ISI 3-16d @ 16 OC ALONG ! U' I I I� WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH !° ° WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ W L ALONG BLOCKING MEMEBER ! 2'to 18'(finished width) Min Double 2x4 or ° BRACED WALL PANEL i, Min.length 16" 2x6 Kin &Jack stud O 9 9 1/2"min.tlhickness wood structural ff^^ = I I TABLE R602.3(1)FOR EXTERIOR WALL i per Table R602.10.5 panel sheathing vJ ,I l,l_ _ _ _ _ _ _ �• SHEATHING _ _ CONTINUOUS RIM OR No.of jMin ack studs J — — — — — = "lj — — _ �: CONTINUOUS RIM OR ° Q 'I I'I END JOIST 1 per LL I I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° Min.(2)2x4 typ. Table R602.7(1&2) •I 1�1 OVER AND BE FASTENED TO COMMON STUDS. O Tinstalled per section R403.1,6 7 Min. (2)11(2"Diameter anchors L I I,I I• 2-16d NAILS EACH SIDE I I HORIZONTAL PANEL JOINTS IN BRACED p I•I WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16"plate washer W INTERIOR 1,1 I,I C4AND BE FASTENED TO 1-1/2"THICK FULL HEIGHT BLOCKING I' 1 W COMMON BLOCKING COADDITIONAL FRAMING V ,I SPACING I I I 1 1, CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I II I•I I2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG 7 I•I I. BRACED WALL PANEL W .I LI W '1 I I I I I• 2 x BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 r ,I II I•I 1, )rW •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to vJ BRACED WALL PANEL CONNECTION WHEN Band or Rim joist nail sole tat Attach Sheathing nail sole late 7` •;_ _ _ _ i; _ _ _ _;•�_Z_ _�• BRACED WALL PANEL CONNECTION WHEN 8D common nials o to joist per Band or Rim joist wi oa to joist per • • • • ' PARALLEL TO FLOOR/CEILING "at 3o.c.Top an PERPENDICULAR TO FLOOR/CEILING ° Sub Floor nailing sched. at P and common nials IE ° nailing sched. D FRAMING FRAMING Bottom °o a° ° Bottom per _ _ /� 0 Z Q Rim Joist Rim Joist ° ° ° ' ° ° per Plans W J v FASTENING REQUIREMENTS FOR r` ° ° ° ° ° ° ° ° ° ° ° ° Holdowns perplans v) 0 O c c0 BRAKED WALL PANEL AS PER O _ 0) 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 o 0 Lo CEILING OR �• O FLOOR JOISTCO CO DIRECTION Simpson 1-1/4" gals. x 20 gage �- ENDWALL—► Conned To Rafter Halls In each end ateach rafter. y c ENDWALL Connector Were the distance is SIMPSON H2A between 9-1/4"to 15-1/4" at each Rafter. With E.c FLOOR AND CEILING JOISTS Typical Metal rovide blocking @ „ o r- f6 2 DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter °, o A JOISTS SEE PLANS strapping _ braced wall panels PROVIDE@STRUCTURAL RIIDGES °'" ` A at Openings N (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field m ° ° ° "� Each Rafter on Each side E -1 o - -1:= _ ° Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o �.__ 4) o U = N plywood g Schedule Dwg-1 of Ridge to have a Simpson _ = z a ° I ood sheathin Blocking LSSR skewable hanger. o._- _ y=y TYPICAL G @ all Plywood Joints g 2'o.a a a 0 AT 48"OC c nc� N.Zc » 2-BAYS IN SIMPSON H2A 0�, R 2 ° .N 0. ° ° 3 BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil 3 L o-E 3 8 ° rafters attached to top (5) 8d x 1-1/2" nails in Rafter :- Strap with (5)-8d common nails '.i ° N �a.0 N A N plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° •� ,n ° _" f0 �, °-- - SECTIONA-A " 1 `° ° - - = L 6- ° E alon len th of braced wall 5 8d x 1-1/2 nails in Stud in each end. catch jack Studs ° ; \ L a 5 9 N o 8 3- Comer Holdowns g g ( ) Look Out Blocks °° r, c O.o - o� ° a E Refer to plans panel. and window or door Header. �, ° a = w N•� 'E a END WALL BLOCKING DETAIL for locations N Typical each side and ALL Less than Gable End Wall °° �' :z L y 2 or Equal � °�-_ Q '� _ ° _ if required r windows and doors. ; • • � ' 0 o M s� o ° FOR FLOOR AND CEILING BRACING BLOCKING BETWEEN RAFTERS ta, BRACED WALL PANELS to 12" �- ° w co ,T F- co E a. ° c. RIM JOIST NTS Sill Strapping 602,10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on /IF JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS z BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS RAFTER TO RIDGE STRAP R802.3 O 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 W V A MAXIMUM 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 C 4 5 N.T.S. 6 7 2-1/2" LONG LOCATED IN THE UPPER WOW C WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 8 Q OF THE ATTIC SPACE AND ATTACHED _J � � O THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. `� J TO THE RAFTERS WITH 4 8D NAILS z z J EACH END Q J z Q -0-0 O W � � 2X P.T.LEDGER; MUST BE ONE SIZE UW () Q CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD z Q NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO LL EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH •' Lli PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR I f COMPOSITE RAILING SIMPSON BSC J PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 410 X 3"WOOD SCREWS SYSTEM.VINYL RAILING ALL THRESHOLD CAREFUL L I I TOP AND BOTTOM RAIL see Schedule on DWG-1 AT 6"OCC. CUT FLASHED&CAULKED TO ti of la screw shall full extend beyond I 1 AND COLUMN COVER AND OUTER THIRD P 9 y y POST TO HEADER CONNECTOR PREVENT WATER INTRUSION the inside face of the band joist. COMPOSITE DECKING COLUMN CAP.MEET RCNYS OF SPAN ONLY LENGTH EXTERIOR CR ATTACHED PER I 1 FOR CODE 12 Min MANUF.SPECIFICATION SIMPSON ABU POST BEARING WALL GALV.DECK HANGER I f 4"TREATED POST O CONCRETE BRACKET SIMPSON LUS26 @ 2X6 SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 4 X 4 TREATED POSTS NOTCH GREATER SIMPSON LUS28 @ 2X10 LAG BOLTED F JOIST AS PER MANUFACTURES 2-112"GALVINIZED CARRIAGE BOLTS ;; CLEAR � THAN 50% R SIMPSON SD STRUCTURAL 1l4 JOIST Q - O SPECIFICATIONS. CN - (PERCENT)OF 2X LEDGER WITH FASTENERS IN ACCORDANCE O 1/2"DIA.GALV BOLTS W/ CONNECTOR SCREW S N � PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE WITH TABLE R507.2 2 x JOISTS I GRADE DEPTH,MAX. i�1 LOCK WASHERS. ADHESIVE ANCHORS:HIGH-STRENGTH ��116 JOIST Cr O METAL TIE FASTENED ACROSS AND � EPDXY ANCHORING ADHESIVE FOR 2"MIN. TO THE PLATE AT EACH OF THE SIMPSON DTT2Z W/ 8 1/4"X 1-1/2"SDS SCREWS O DEPTH,MAX. " NOTCH WITH 8-10D NAILS EACH SIDE { ) 2x RIM JOIST ATTACHED WITH USE WITH THREADED ROD 1/3 JOIST Use 1-1/4" Metal z ALLOWABLE LOAD PER TIE: 1,825 LBS co co NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)1O THREADED NAILS OR Z MECHANICAL ANCHORS;SIMPSON DEPTH,MAX. Coil Strap 20 Gage m 3„ �"---- "AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS WEDGE-ALL WEDGE ANCHOR 12" Min 5 8d common nails 2 LU 12"DIA.CAST-IN-PLACE ( ) W TOP PLATES OR R507.6.2 SIMPSON H2.5 AT M CONCRETE FOOTING, DOWN in EACH END at � J IPE ` BLOCKING EACH JOIST FOOTINGS MUST TO VIRGIN SOIL Solid sawnjoist and rafter 'J EACH Stud. 0- > Q (MIN 36"BELOW GRADE) W W U SIMPSON DTT2Z W/($)1/4"x 1-1/2"SDS SCREWS OVER BEAM SIMPSON BC BEAR ON PER R507.3 FOR DECK FOOTINGS 8d @ 6" oc Along U) W (q ALLOWABLE LOAD PER TIE: 1,825 LBS BETWEEN EACH ° POST GIRDER UNDISTURBED notching and boring limits. MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" JOIST CONNECTOR SOIL 24"x 24"x 12" FOOTING TO VIRGIN SOIL Braced Wall Panel PENTRATION OF EACH END OF DECK: FIGURE R602.6.1 MAXIMUM OVERHANG 24" (MIN 36"BELOW GRADE) NTS FIGURE R602.10.8(1) TOP PLATE FRAMING TO TO DIA.LAG SCREW PREDRILLED TO CENTER OF TOP PLATE,STUD P.T. POST TO CONC. PIER & FOOTING WALL TO WALL STRAP R507 EXTERIOR DECKS OR HEADER ACCOIVIMADATE PIPING CONNECTION C@ PORCHES & DECKS NTS NTS 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 SIMPSON ABU INSTALLED IN ACCORDANCE 14 15 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. e G-185ag 1-1/4"x 20 gage G-185 1-1/4" x 20 g1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap N STAGGERED with (5)-8d common nails with (5)-8d common nails DECK STAIR w _ with (5)-8d common nails SEE TABLE 507.2 z FASTENERS at each stud TOP PLATES TOP PLATES iv IN 2 ROWS Strap may be attached OVER at each stud at each stud Strap may be attached OVER U the plywood OR directly to Strap may be attached OVER OO O O o 5.5"MIN FOR 2X8* studs. the plywood OR directly to the plywood OR directly to w 5"MAX 6.5"MIN FOR 2X10 2 Studs. STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 Studs. GRADE BORED HOLE MAX. DIAMETER 60% O O O O N rap strap under sill Ri DIAMETER 40% (PERCENT)OF STUD O O _ and attach to sill plates (PERCENT)OF DEPTH �� '= BLOCK SOLID v g ? M � ° ,r�°. 3-16d @ 16 ocAlong o z -� l4 1 STUD DEPTH f I 2°MINL " ' c BETWEEN JOISTS a° °. cel — MM 'd 5/8"MIN. 5/B"MIN. 5/8"MIN. 5/8^MIN. LAG SCREW OR THRU-BOLT r+ Braced Wall Panel - a r h� _ I M N TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN — — ° •°! " 5 CV p F�1/`�i, r•+-1 FIGURE R602,10.8(1) p Cd ,� NOTCH MUST NOT I=III=iii ° •°• N O M NOTCH MUST NOT 0 EXCEED 40% 0 '=1ii • '• '• Ir J EXCEED25 /° (PERCENT)OF 0 (PERCENT)OF STUD DEPTH STUD DEPTH O 10"x LENGTH( F EP PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD � CAST-IN-PLAC FO T D ARC IF HOLE IE BETWEEN BORED HOLES SHALL - UNDER BOTT' MRI I�I NOT BAMELOCATED IN STRAPPING h� 1 40%(PERCENT)AND PER FIGURE R507.9.1.3 (1) � � �� '; BORED HOLES SHALL THE SAME CROSS ' Wrap strap under sill 60%(PERCENT)OF SECTION OF THE CUT '' �• NOT BE LOCATED IN STUD DEPTH THEN Applies to Garage Wall and - - . ', • , . THE SAME CROSS STUD MUST THEN OR NOTCH IN STUD "DISTANCE CAN BE REDUCED TO 4.5" III=III �� - and attach to sill fates TYPICAL STAIR FOOTING D T N SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction ,-,III III ; • p OR NOTCH IN STUD SUCCESSIVE STUDS SPACING IS REDUCED TO THAT OF STRAPPING METAL TS; �ARE DOUBLED ll ' ', +'• STRAPPING AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS e: I TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST FIGURE R602.6{1) WASHERS NOT PERMITTED) O FIGURE R602.6(2) RAFTER FACE TYPICAL FOUNDATION-SILL-STUD �1'�t31'0 Q` NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING *o-� 01= 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST 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 p Exterior Full Thick Insulation way for access glued together MANUFACTURED LIGHT ENCLOSURE ceiling line thin profile structural g 9 see plan w/ ATTIC INSULATION g CONTINUOUS BEAD Fill entire Cavity to sheathingas draftst0 and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams p support OF SEALANT subfloor behind tub _ Tub attic hatch - R-val i��Non sealant Base late prevent loose-fill Typical e ual to the Ceilin Double Frame Attic blocking p insulation from exterior q g SUBFLOOR GLUED,CAULKED Sealed to Air Se I / Continuous B€,a insulation requireme access opening Sealant or „ OR GASKETED TO RIM Seal Gasket falling through wall 1/4 structural sheathing JOIST/RIM CLOSURE access of Sealant or adhesive as enclosure liner sealed SEALANT Sealant solid blocking adhesive at perimeter and seams. Sealant SEALANT SILL PLATE INSTALLED 1" min Ri Id i or rigid insulation Weatherstripping AdheSi Casing--- EXPANDING FOAM SEA A T Pre-Fab Fireplace OVER GASKER SILL g sealed around pp g 1 Panel Seal stairs Insulation. Air 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges `Pull-down frame gap � 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase _J attic hatch or foam Q AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL 0 PULL-DOWN STAIRCASE ( r DF;AFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING Fri , EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL (cD- PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ATTIC HATCH DETAIL �" O This detail is forweatherstri in and draft sealin TO BAND JOISTS �.. ..A weatherstripping g' NTS Battic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation U_ R-5n Arric Stair Covr�r O ENERGY NOTES Eave baffle installed - W Z 9a. R403.3.2: Duct Sealing Mandato Ducts, air handlers and filter boxes shall 1. All design & construction in compliance and built accordingly to the g ( ry) adjacent to soffit and eave �,. ,_� �=" •, W ��,. 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the _ (.� Table 8402.4.1.1-Air barrier and insulation installation. Manual "J" Manual, "s'&"D"submitted at CO. vents. Baffle shall extend over h The authority having jurisdiction shall be permitted to determine an the top of the attic insulation Z Q O energy efficiency program to exceed the energy efficiency required by this code. jJ E- 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP, ROOF CONST, TABLE 8402.4.1.1 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) j AIR BARRIER AND INSULATION INSTALLATIONmanual "J" Manual "S"&"D"submitted at CO. efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION ! W COMPONENT �-- AIR BARRIER CRITERIAa INSULATION CRITERIAa W 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS i 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 i requirements in the building envelope, 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. , 0 Z Buildin a (prescriptive)per table N1102.1.2 insulation & Fen. b Component. SEALANT W J continuous air barrier. g envelope (p p ) y 11. (R403.3.5) Building Cavities (Mandatory) W O lO to Breaks or joints in the aur barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive) shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior Wall O scaled. sections N1102.2 through N1102.2.13 See Const. Dwgs LO Lr 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) o Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The LO p 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. ! r > Q installation density of the insulation shall be at the manufacturers'product p g p shall be in accordance with Section N1103.5.1.2.stems maintenance temperature s recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace tem p Y ry Q 0 00 each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D". Automatic controls, temperature sensors and pumps shall be accessible. , 1 m o0 Manual controls shall be readily accessible. 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 N 1102.4 i 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 The building shall be provided with ventilation that compiles with the requirements of exists,the batt product will be cut to fit the remaining depth of the o o (2 N 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 SEALINIG EXAMPLE �.0 p 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 m CD shall be placed to fill any surface or concealed voids,and at the g g p operating. w� € manufacturers'specified density.Where faced batt is used,the test results shall be signed by the party conducting the test. is not o p g• o= U ��,0 o G C 0 , installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _ S o (D a E = o p N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy i r ; _ °' no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN cr, ,c $ 0 2, = o o o �, CU 0 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements E.o.2 8 L w U - stapling installation tabs, p g g p of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH i I ` I a a S ° ;a = aY-o combustion air. Facto built fireplaces shall be listed and labeled P 9 g c + a,.N o M,- ry p equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT c °'L N 3 - 0-W W u 3 Insulation that upon installation readily conforms to available space according to UL 127. 9 1 -'''~ " CIE- C 0 �, shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam £ ?i t - N N density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be TYP. ROOF CONST. .,,,� � i cno 3 o E provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) ��`' O Q V...L Roof underla ment �y - Ceiling/attic Tlne air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with y 2 x CJ W/ INSULATION ,�'''� I ° o 2 E 2 w = °cL ' sealed to drip ed :. r - co °' " ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on building loads calculated in accordance with ACCA p g -., i P - r " shall be max 70 F heating and 78 F Cooling. g AS PER DRAWINGS r 4s, 2 ? Q �, �, o insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. s � a E a o in sealed. New or replacement heating and cooling a OR HERS RATER F` r; �, ,/ z , S E a. o CL 9. R403.3: Ducts-Supply and return ducts attics shall be insulated to a minimum p g g quipment shall have an efficiency �e 1 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 Fascial wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see �� SEALANT party using the Manual "J", Manual "S" &"D"submitted at CO. Const. Dwgs shall be sealed. 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 filling 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 beSee Const. { installed in substantial contact and continuous alignment with the air Dwgs 2}` -•.._ barrier. Windows, skylights Th[e 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 the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be pernitted to be in contact with the AREA TO BE EXHAUSTED EXHAUST RATES RUN-TIME PERCENTAGE IN EACH 4-HOUR 25% 33% 50% 66% 75% 100% topside of sheathing or continuous insulation installed on the SEGMENT underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a OPENING LIMITING perimeter floor framing members. Factor 4 3 2 1.5 1.3 1.0 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 0 shall be covered with a Class I,black permanently attached to the crawlspace walls. a. Forsystem run time values between those given,the factors are permitted to be ry W vapor retarder Nvith overlapping joints determined by interpolation. ~ INTERMITTENT OR 20 CFM CONTINUOUS O taped. Of z - - - - - - - - - - - - - - Shafts,penetrations Duct shafts,utility penetrations,and flue b. Extrapolation beyond the Table is prohibited. WINDOW m Q shafts opening to exterior or W unconditioned space shall be sealed. 24" W (n 6iJ (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW PASS THROUGH FALL PREVENTION W W Q TABLE M 1505.4.3(1} 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 or �Q'�-��N U O�� ' ` ` �• " � ` ,' AI RFL01N RATE FINISHED FLOOR compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE 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 Garage 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 COMPLY AS FOLLOWS: FINISHED GRADE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 -- 7 > 7 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING 8312.2.2 WINDOW OPENING CONTROL DEVICES: h+� Plumbing and Batt insulation shall be cut neatly to fit around wiring andWHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. wiring plumbing in exterior walls. There shall be no voids or (sq Ud re felt} WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH Airflow in CFM 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION w N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. +- O� installation readily conforms to available space shall TO 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 7 5 90 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION 8312,2.2 TO MEET EGRESS 8310.2.1 �Tv� r„ 0 )UND W Z O exterior wall showers and tubs shall separate them from the showers and insulated. v Z tubs, N1101.14 (R401.3) Certificate (Mandatory) ElectricaUphone Tine air barrier shall be installed behind electrical or 1,501 - 3,000 45 60 75 90 105 a„l/ M > M h-y-i A permanent certificate shall be completed by the builder or other approved party and posted on a wall W -o P4 t 1' o box on exterior wall communication boxes or air sealed boxes shall be installed. in the space where the furnace is located, a utility room or an approved location inside the building. AQ HVAC register HVAC register boots that penetrate building thermal 31001 - 4,500 60 75 90 105 120 boots envelope shall be scaled to the subfloor or drywall. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit ® � -d U directory label, service disconnect label or other required labels. The certificate shall indicate the / o c~ C3to. Concealed When required be scaled,concealed fire sprinklers shall sprinklers only sealed in a manner that is recommended by the 4,501 - 6,000 75 90 105 12.0 135 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components manufacturer.Caulking other adhesive sealants shall not fsuch as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; ��, -�� J tfIG be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results nvaills or ceilings. 0,001 - 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 ` r �, tDP 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,; �rsaio ©@ electric furnace, or baseboard electric heater is installed in the residence, the certificate shall �F �y For 51: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 nn 3/S. indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," OF NE as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THATARE NOT REQUIRED ELSEWHERE IN THIS CODE TO PLUMBING NOTE: BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A ALL PLUMBING SYSTEMS SHALL BE '/2-INCH GYPSUM WALLBOARD MEMBRANE, INSTALLED IN ACCORDANCE WITH %-INCH WOOD STRUCTURAL PANEL MEMBRANE, PART VII-PLUMBING OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, ELECTRICAL NOTE: LIGHTING,DEVICES, LUMINAIRES,WIRES,SPEAKERS,DRAINAGE, ALL ELECTRICAL EQUIPMENT ❑ PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. AND WIRING SHALL BE INSTALLED J IN ACCORDANCE WITH PART VIII-ELECTIRCAL O EXCEPTIONS: OF THE NYS CODE. A MINIMUM OF 75%PF PERMANENTLY INSTALLED FIXTURES 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN MUST HAVE HIGH-EFFICACY LAMPS. AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, F— NFPAI3D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. MECHANICAL NOTE: 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED THE MECHANICAL SYSTEMS SHALL FOR STORAGE OR FUEL-FIRED APPLIANCES. BE INSTALLED IN ACCORDANCE WITH O 0 PART V&VI OF THE RC OF NYS. co 3. PORTIONS OF FLOOR ASSEMBLIES ALL MECHANICAL SIZING PER ACCA SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: MANUAL"S"BASED ON LOADS UL 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED CALCULATED PER ACCA MANUAL"J" O 80 SQUARE FEET PER STORY DUCT COMPLIANCE WITH MANUAL"D" 3.2. FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG R303.4 MECHANICAL VENTILATION, z THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED DWELLING UNIT MECHANICAL BE PROVIDED W PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY WITH WHOLE HOUSE MECHANICAL UUJ 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE VENTILATION IN ACCORDANCE WITH 7 /> O LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, SECTION M1507.3 L OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. W ❑ Z� CO W UJ 65'-0" ❑ ry > Z Q 40'-0" 25'-0" C) ZW ❑ J 0 171-0" SIMPSON DTT2Z O O O ILO OUTSIDE BASEMENT ENTRANCE W/(8)1/4 x 1 1/2"SDs SCREWS ^^ LO ALLOWABLE LOAD PER TIE: 1,825 LBS I..L. rO 4 8"CONCRETE WALL ON MIN 16"X 8" NOT LESS THAN 2 LOCATIONS SP CED EQUALLY cD FOOTING WITH 4"CONCRETE LANDING& EACH END OF DECK O � 0 = L6 4"DRAIN TO DRYWELL,CONCRETE STAIR SEE DET 11 PG 2 ry O MEETING R311.7-STAIRWAYS. rr�� m HANDRAIL PER R311.7.8, 34"-38"ABOVE Q. r..- v! NOSING. 36"HIGH GUARD RAIL ON 2 x 6 DECK JOISTS @ 16"cc TOP OF CONCRETE WALL. 2-2 x 6 P.T,GIRDER ------------------------------------- _ c .N I I I yI 12I"Dia DECK FOOTING SIMPSON DTT2Z W/(8)1/4 x 1-1/2"SDS SCREWS DETAIL ON DWG-2 ALLOWABLE LOAD PER TIE: 1,825 LBS 00 o° g°---- -- -- ---- -- - yv �m'oNOTLESSTHAN2LOCATIONSSPACEDEQUALLY = 00-r-EACH END OF DECK °EXTERIOR -------------- T 0' SEE DET II PG U FD iLIGHT ` C o TYP.DECK FOOTING ABOVE - Ea a0i a m a o 0r.o o SEE DETAIL ON DWG-2 2X8 DECK LEDGER .o° o a 0 o 1 CLO, a o Y o e=-___-_ _-'__� ------- -- ------- -------N-3-- --------------- ---------- ----------------------------------------- a o.o y-e 0 T m -,� m SEE DET. ON DWG 2 2'0"x 1'-4" » = o.�.� o -_ -- -- ---- _ u, 2 c o m a o c 3 M T-0„ - o ----------------------------------- -------- --------- ---------- ----------------------------------------------- c o ° iu� ° of ' _ Step noting 38'-8" 1V to 2H max. a. ` 2= 24 00 --r- N � I I — — — — — — — — c° co cr o o o Or provide full height L W foundation walls Z 0 $2 c 00 E O EnFO ' L ) N... O L E = C V 's `--��--� �zw O _ __ D c W W- �` °L N"O c c GO O W=F W I G O 7 O 0 L c N U 0. L N r O rJ� CO m c = E m m o a, 0 . 0Qtn [APS ------ - F- 6InmIS F- mEai oa i' LLI I LL LLO O Q O O of w S i---------------------------------------------- D N N QF—W 0ZUH �. 0 _1 z0 0 w z: UNFIN. BASEMENT 0¢cn I, (D 2x8 DECK o 0 O P m 2 LL _ I _ 4" CAST-IN-PLACE CONCRETE 'c' LL LLC) 0 0 _ JOISTS @ 12" oc Y p L W ¢uJ \ SLAB INSTALLED IN Z O z LU = M r Ne p 0 a m_ O O ACCORDANCE WITH O m W T to Q O C) O a..0 uJ in I in _O 0 n ED 0 Cfl cn SECTION R506 I 001 pa LI WNOO I LL Fw-<nQw CO }'N x � U_W< I W>-CL m�n l l cv O m_C_J(7W fn (n aUL� I N ; cu � j N TYPICAL INT.FOOTING/COL w iv O p ------- 30"x 30"x 12"THICK M C)0 Co p p ¢ -00 N �a 0 F- CAST-IN-PLACE CONCRETE �'� u o O= FOOTING&4"DIA STEEL N � COLUMN co a W 0 1 1 UNEXCAVATED ! N N TYPICAL GARAGE SLAB I G I 1 31151/211 4" CAST-IN-PLACE SLAB ' 3-1/2 x 11-7/8 LVL � ' -------� LVL PITCH' :_`_�� l 1 "; I„ ai--- I --,--r- , a , I W/6X6 W4.OXW4.O WWM 1 1 - M _ __ 3-1 12" x 11-7/8" LVL PITCH SLAB-1/4"FT TO - OL--------------- ' - -- �-- ' - -------- -- _ - 00 O _' ---------------'---Q---'------------ _r__ L -�__�_- -'---- --- 0---'-_-----------,---p------------------� GARAGE DOORS --- -- BRACE WALL ABOVE-+ CONNECTION DETAIL ,T 12-0�� III_ . DET 2 ON DWG-2 8-0�� 6 " gTYPICAL'/2 - 6-8 N 24'-4" I I Ili-------- 131/21' I I I I I - I I 11 0 I I co I N D 0 CD -- --- 10 N LLI W l l r 2x4 FRAME AROUND ___ ___ Of ; O O STAIRCASE FROM FLOOR W z W z `T TO CEILING. TREATED SHOE --- --- CO O w=ui ; W U) X; PLATE AND GYP.WALL BD ___ ___ d yN, O i D Q b INSIDE FACE OF WALL MIN. d O to LL o~0 W N ATTACH RAILINGS.HANDRAILS - --- --- o O a n I DROP TOP OF CONCRETE i i W r- of -> ¢F—W AS REQUIRED FOR 34"-38"ABOVE NOSING. r I --- --- 00 0 m w H i GARAGE DOOR,SEE PLAN 0- > Q UNDER STAIR PROTECTION: O 0�W o FOR GARAGE DOOR SIZE W W U R302.7 1.2"GYP BD SHALL •� l --------- N LL Fw-�¢W BE APPLIED TO UNDER L_ =' 0 r m 2 MAINTAIN REQUIRED SEPARATION DIRECT VENT STAIR SURFACES. O UP °a`(D ww ; DISTANCE FROM ALL HEAT HVAC UNLIT + w N 0 0 PRODUCING EQUIPMENT TO m z COMBUSTIBLE MATERIAL AS PER DIRECT VENT FURNACE N S co w a= ------ ------------------------------------------------------------------- F� mgo MANUFACTURER'S SPECIFICATIONS O ❑ INSTALL IN COMPLIANCE N P j z_ _ Step Footing _ AND LATEST MECHANICAL CODE. W/RESIDENTIAL,ENERGYm m U 1 V to 2H max. &MECHANICAL CODE CO M O_W O ___1_ Or provide full height `------------------------------------------- -------------------- - ----------------------------'-- foundation walls h®'I --- --------------------------------- -------------- j 0 2X8 DECK LEDGER l SEE DET. ON DWG 2 I • SIMPSON DTT2Z W1(8)114 x 1-1/2"SDS SCREWS I U I ALLOWABLE LOAD PER TIE: 1,825 LBSW 40'-41/2' - NOT LESS THAN 4 LOCATIONS SPACED EQUALLY I AND TWO WITHIN 24"OF EACH END OF DECK r SEE DET 11 PG 2 1 X H I N fA p -f---, -----, O ----- ----1 2-2x10 P.T.GIRDER ; 1 ,� �. I I /..�\ I I /��\ 1 I /". 1 1 / � I I• I 1 1 J� _ � _ � _ � L 1$-I_I— _ —��— - �I _I..�.�L 1 � - � _ � _ 1�L�.l�L— _ � _ � - � _ 1.J..�Imo— _ � - � _ L I I I 1 - _ _ — — — — — — -.l -] J J — — — — — — — — —I�� /�I— — — — — — — — I. 1_ — — _ _ — _ — — - --.-- - — — — — — — — — - L I� r•-1 I I I 1 I I `-----/ I I 1 -_____- �------ .-____. sz- TYPICAL FOUNDATION - ( 9'-0" WALLS ) IN ACCORDANCE WITH CHAPTER 4 TYR DECK FOOTING 4'-4'/Z' 16'-3" 4'-4'/Z' .� 0 8" CAST-IN-PLACE WALL WITH SEE DETAIL ON DWG-2 40'-0" 25'-0" HORIZONTAL REBAR: PER TABLE R404.1.2(1) �3 M Greater than 8 foot Wall Height: One #4 bar within F©AR� I 12 inches of the top of wall and One #4 bar near A TYPICALANCHOR BOLT -R403.1.6 �\g , lO the third points in the wall story. 4 MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH �0 4. +O� NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST VERTICAL REBAR: PER TABLE R404.1.2(8) ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. #5 @ 41 inches on center. ** 1. Walls 24 inches total length or shorter connecting offset braced wall ,•aY i ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING 9'-0" FOUNDATION WALL HEIGHT panels shall be anchored to the plat sects with nothall b than one anchor bolt located in the center third of the plate section and shall be attached to adjacent w/ 3 - #4 REBARS CONT. FOUNDATION P LAN braced wall panels at corners as shown in Item 9 of Table R602.3(1). �.9�F 019 A COQ 2 - 2 x 6 ACID OF SILL PLATES, COPPER TERMITE 2. Connection of walls 12 inches total length or shorter connecting _ SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND SCALE: 1 /4" = 1 '-011 offset braced wall panels to the foundation without anchor bolts shall be permitted. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP The wall shall be attached to adjacent braced wall panels at corners as shown in FOOTINGS 1V TO 2H . Item 9 of Table R602.3(1). NOTE:GLAZING HAZARDOUS LOCATION:R308.4 CODE COMPLIANCE STATEMENTS: INCLUDING BUT LIMITED TO THE FOLLOWING: SAFETY GLAZING(TEMP GLASS)IS REQUIRED 1. The windows selected for this project shall meet AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE the egress requirements of R310. BOTTOM EDGE OF THE GLAZING IS LESS 2. All windows shall meet Section R308 Glazing and THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. R308.4 Hazardous locations. WET SURFACES:8308.4.5 3. Windows were required shall meet the Window Fall ^ GLAZING IN WALLS,ENCLOSURES CONTAINING protection requirement R312.2. Q WHIRLPOOL,BATH TUBS,SHOWERS, 4. Bathroom windows shall meet the hazardous SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM J EDGE OF THE GLASS IS LESS THAN 60" glazing requirements as per R308.4 O MEASURED VERTICALLY ABOVE ANY STANDING OR 5. Stairs, landings, railings & guards shall comply WALKING SURFACE SHALL BE CLASSIFIED AS with 8311 & 8312 PER TABLE R308.3.1(1)AND R308.3.1(2) 6. Outside lighting shall comply with RE 3803.3 EXCEPTION:GLAZING THAT IS MORE THEN 60" 7. Stairway illumination shall comply with R303.67 MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, and R303.8 0 FROM THE WATERS EDGE 8. Fireblocking shall comply with R302.11 thru R302.11.2 SAFETY GLAZING IS REQUIRED ADJACENT TO 9. Draftstopping shall conform to 8302.12 thru R302.12.1 LL STAIRWAYS,LANDINGS, AND RAMPS WITHIN O 36 INCHES HORIZONTALLY OF WALKING SURFACE 10. Flame spread and smoke-developed index for walls OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM and ceilings shall compy with R302.9 thru R302.9.4 TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN z EXPOSED SURFACE OF GLASS IS LESS THAN 11. Flame spread and smoke-developed index for 60 INCHES ABOVE THE NOSE OF THE TREAD insulation shall compy with R302.10 thru R302.10.5 (� W OR WALKING SURFACE. 11. Recessed lighting fixtures rated for membrane penetration shall meet ASTM E119 ZL� Q 0 W and Fire Stopping as per ASTM E814 or UL 1479 12. Exterior Decks shall comply with R507. U) W 12'-0" 65'4" W > Z 5'-0" 6'-4" 8'-9" 19'-11" 25'-0" Z 0 U 0O V EL, --------- ------ ^ � O 4 4X4 OLLc(0 LO D r ' 'C � CONC .4 �/� PAD D o v J CL) 00 TW30410-2 T 30 1 T 304110 y 3-1/2"x 9-1/2"LVL 3-1/2"x 9-1/2"LVL 3-112"x 9-1/2"LVLo f N -------- ° m m 2 = o aos O w e w E Lin N o ° Dcci' o ° � � cm 21 CV � N ° U o� ° 0 C LO o v CD M TJI 230-9.5"-Floor Joists(a) 16"cc > omn 2 c a m• g o c 3 KITCHEN _ Cn W � -6 ) CL i y iD ' Z ° ° U a ° c �w �w rn io - O y CV i O_ c ° rnrn - m � c NIS �' n N i i R-21 BATT ~ L `.S h m D 3 E M W �' > °o - ----- N N G - INSULATION F L) r v o a- u o w ° o m C LL o Cn cV wcn m a o'�v 4? c m �• m o w (2 1-3 4 1-114 L ao in Z,) u7 `- Ic � r w .N rn m v m U rn LIJ i r Cl) aw m; 2'c ¢ c m c m o CY tr cu l i g o -----, w SIL m e LE•ia v o m a °2 4X4 POST co x N ----- 3'-0" H ~Z M u m m a FL- m E 0-o n 00 TO RIDGE N GREAT ROOM M bo _ R302.5,1 OPENING O7 Ly En c '� PROTECTION. `r° O w INSULATED SOLID 0 CORE STEEL DOOR, U- w E: 20-MINUTE F.R. z o 2-FLOOR JOISTS ___2'-6'__- �� WEATHER STRIPPED& ` Z -- - - - - - - - - - - z 4-3/2 mm 16-1 3-5'/z' SELF CLOSING DEVICE, OO x� --CZ -- �, 2 H LL (2)1-3/4"x9-1/2"L L FLUSH _N . D z_w X6 POST 2-2x12 - - - - - - - - - - - - - - --------- Q 2-FLOOR JOISTS o --------- - - - - - p z_ 1:0 .. `, O M 14'-7'. T-41/2" 4'-1" � 1- N N Pre-Fab/ Facto Built Fireplaces -N ----------- 31/z' o FAN m o w Factory p In accordance with chapter 8-21 BATT CL W_ N \� INSULATION � w�O 10, factory-built fireplace inserts shall - 2'-0" W= �cnw 3-1-3/4"x 9-1/4"LVL FLUSH o be UL listed and labeled and shall be _ _ _ - _ _ _ _ _ _ _ p--=--- 2'-s1/2" '-o' T-81/-' ---------------------24' --------------_------- installed in accordance with the BEARING WALL ABOVE -------- 51/2" ; 5'/2" conditions of the listing. Factory-Built -------J GARAGE fireplaces shall be tested in accordance UL LISTED GAS _______ DWELLING GARAGE ' SEPARATION IN with UL 127. Hearths shall be installed in PRE-FAB FIREPLACE --------- ACCORDANCE WITH accordance with the listing of the D GLASS DOORS& ° -O \ TABLE R302.6 HEARTH EXTENSION AS PER RESIDENTAIL o - - U? SEE DWG-1 FOR TABLE � _ in I ' Fireplace & in accordance with NYS code CODE-CHAPTER 10 6 INSULATE WALLS= O w COMMON WITH LIVING for Hearths & Hearth extension. VENT TO EXTERIOR _ _J UP 158 = o FAMILY ; AREA. PROVIDE:HEAT �O r) All Fireplace shall be equipped with an ti 1 U_ Q ROOM i DETECTOR PER 8314.2.1 i = O exterior air supply. Exterior air ducts J _ N (3)1 3/4"x 14"LVL z shall be UL listed. Factory Built Chimneys X Q "' oLILI ,TJI 230-9.5"-Floor Joists @,16"oc co a, N o F_ m Q shall be in accordance with chapter x N 192X96 - 8 PANEL 2 Lu o 10 Section 81005 Factory Built Chimneys. M 3 1 M _ U) J r 15'-0" tl > Q W 2-2x8 2-2x8 c 2-2x8 2-2x8 U U) 3-2x10 5'/A GUARD RAIL NOTE: I --- ---- -- _ EGRESS V1 Porches,balconies or raised floor surfaces located more than 30 inches above the floor or grade below shall have a railing not less than 36 inches o o eOVERED in height. Railings shall have Top rails and io Balusters and Bottom rails that are NO MORE THAN 4 INCHES APART �..{ EXCEPT:the traingular openings formed by the riser,tread and bottom rail of the Guard rail at the open side of a stairway ' -- --------------- - �6X6 POST are premitted to be of such a size that a 6 inch sphere cannot pass through. ----------- ----------- Open sides of stairs with a total rise of a more than 30 inches above the floor or 4'-011 4'-0° grade below shall have guards not less r.. than 34 inches in height measured 5'-4" T-2" T-6" 7'-6" T-2" 5'-4" 4'-6" 16'-0" 41-611 vertically from the nosing of the treads. 714 ZO 11 11 STAIR HANDRAIL NOTE: 40-0 25-0 > M .Q Provide Handrail on at least one side WINDOWS, EXTERIOR FRENCH & SLIDING DRS 0 A U zs oo , O of each continuous run of treads or flight O Smoke Detector with FOUR OR MORE RISERS. Plans indicates ANDERSEN series 400 Tilit Wash S 4 ,�/ x ^a cv Handrail Height measured above Model Numbers and shall be In accordance with R609 Carbon Monoxide Detector 9' - PLATE HEIGHT F-�� _4stair tread nosing,shall not be less than To be designed & installed as per manufacturers CO Refer to DWG-1 General Notes , r and Table 3012(2) 3012(3) 34 inches and not more than 38 inches. specification for 140 ultimate design wind speed 1ST FLOOR PLAN . All Handrails shall be continuous the full In accordance with Section 915 of the GUARDS R312.1 O length of the stair from a point directly . , . 2020 IFC, 8314, 8315 of the Residential Provide HP LOW-E4 lass' U = .30 SHGC= .30 /� II II NN above the top riser of a flight to a point g code of NYS �' Gf-�tLE• ,/4 � , �O GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF ,• +3 � F directly above the lowest riser of the flight. EGRESS: shall meet R 310 OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, Handrails adjacent to a wall shall have a WINDOW FALL PROTECTION: shall meet R312.2 [NY]915.3.3 Residential Buildings and Commercial Buildings RAMPS AND LANDINGS,THAT ARE LOCATED MORE space of not be less than 1 1/2 inches With an Attached Motor Vehicle Related Occu anc THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR 31 between the wall and the handrail. Substitutions made Upon meeting Code, P y AREA SCHEDULE OR GRADE BELOW ATANY POINT WITHIN 36 INCHES I see code for exceptions,Refer to See page one, general notes for additional <' P Carbon monoxide detection shall be installed in a central or otherwise approved HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, Code for grip size specifications. code requirements. location in each occupiable space in a commercial building and within 10 feet of NAME AREA INSECT SCREENING SHALL NOT BE the entrance to sleeping areas and sleeping units in residential buildings FIRST FLOOR AREA 1280.0 scift. CONSIDERED AS A GUARD. l ��19010 JOQ` and commercial buildings that: GARAGE AREA 600.0 sci ft. HANDRAILS R311.7.8 FOF NE`N 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 HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE 3. Are located one story above or below a motor vehicle related occupancy. SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. J O 17F_ Z) O Cn H O W z UWS Z < W I— o �: w � 40'-0" 8'-0" 9'-0" 8'-0" Fn W � > z ❑ zo W D J U ) 0 rr�� TEMP vO O C � SAFTEY GLASS O ch = co � r — TW30410-2 EGRESS TW30410-2 EGRESS n 1-- 4 O o —I - -- —------ - - - --- - LO p CO 2-2x10 2-2x10 I n/ O 'C 6 8-11 6-0 111-0112-0 10-0 _ ISL � � m � o I 31/21 3'/s" 3%" � 3'z' I o Bedroom #3 VENTS: `� / \ ° N I -N _N 4" VTR a a 8'-0"CLG HT ROOF JIL P3103.1 ROOF EXTENSION L ---- o 0o Bedroom #4 M 2X4 PLATE ON -- FLOOR co ro OPEN VENT PIPES SHALL U) WALK-IN _ % tJ� "- a f0 `� EXTEND MINIMUM 6"ABOVE g M CLOSET p cn 8'0"CLG HT I ° o 211 2„ THE ROOF OR 6"ABOVE THE o N o w \ TW210310-2 I +i w w E 2 0 `o 0 ANTICIPATED SNOW ACCUMULATION. w> ro -'• ; ~Lu .4 Q w O D' N �' I INSULATION 2-2x10 ° a c m c P3103.2 FROST CLOSURE: Q o Q z g .N. o c a N p w g w o -- 3" ;3 WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG FLu I ° x v It i430 11M c ,� d_ m U I 4'-0"KNEE WALL 4'-0"KNEE WALL C o m y 2 Y 1 112 ;1 1l2 , 1 1/2 , 1 1/2 , 1 1/2 2 OR LESS.VENT EXTENSION THROUGH I FAN ° `� N LIN 11 ' " ' WASHER A ROOF OR WALL SHALL NOT BE LESS cv CL o U w L a-E 3 $ m THAN 3' IN DIAMETER. ANY INCREASE I ® O C]a o 8 3 .5. I W to O CD S ° N o ° _U ro N a•_ 2 2 IN SIZE OF THE VENT SHALL BE MADE 2'-6" 1'-611 R 15 BATT 0 m y ;? N w m INSULATION N ° c c NOT LESS THAN 1 FOOT INSIDE THE 2'-4" 2'-4" _ Q w �� ro m•_•- = s a) ' Floor THERMAL ENVELOPE OF THE BUILDING. I \ Q _ cn L av a M ° c U 2 ND FL. 3 Drain �- -N �, _� �, w „ ; w COto i o U7 H c °.- o I � / - Co HALL co w N " w U)Lu c•� N-� � = cE2yon 211 311 , TJ 2 2 \ / cn 8'-0"CLG HT Itoco 2'-611 ' 2-2x10 ~ -' m w - - 1- - - - - - - - - - j N -----, S - - - - - - - - Z� sco.E U _-p , a °wy 11 O 3 3 I "' I 0 DN 51-011 �ull � — — — — — —O w — _ n n S C�] �� C� H �°� wmff I— Mr- CL oa „ own I co x rJ _ o 2" 2" I ------- Stair _ o ZV - O r` - - - - - X cxv N N ' F.D. - 11 o I I _ N \ O N (2)1-3/4"x11-7/8"LVL Structural Ridge N N o 0 ' 3 - - - 2x12 RIDGE- - - - - - - 1 - � 1 - - - - - - - - - - - - - - - - - - - - - - ' N I - - -I- - --------- _ lot ,1 1/2 3 , 1 1/2 , 1 1/2 ; 1 112 co Zp 5'' ' � 1 -1 ° � ° o FAN I o co DW ; 2, - - -� - - - - - - - - - - - - - - - - - - - - - - - - --0 kt, - - 2" I I ------ -- -- - RECREATION �,� ' v =-------- +I I =------ , s „ ROOM `�W 1 ST FL. VENT C,OTHES DRYER [r)F1 -0 O , 1„ - cT --------- IN ACCORDANCE WITH v _ r 3„ LJIJI I �� -- ---- CHAPTER -CLOTHES A � a I 10'0"CLG HT z 4" FAI rn I � N w_ 1 DYERS EXHAUST. ij �� '°� I 24'-6'/z" o p 3„ I oN W O i- PROVIDE WAT PROOF o �� - i- O I --------- PAN WITH CUR DRAIN on WALK IN I (0 X � 51/2'1 To a New Suffolk County CO " Z Approved Sanitary System 4,. PLUMBING RISER DIAGRAM I C, =,J --------- � 0 W CLOSET _ x" M R-15 BATT 4'-0"KNEE WALL C, W O \� � -�F- cD N I N X I ^�y° - ---- •cwrt'o z g N \ I INSULATION Not to Scale N N I ry/mom --------- o N �* +i 00 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 W o o N v \ ` 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS X N a MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 v I Bedroom #1 2'-1" 13'-41/2' ° ° " j 2X4 PLATE ON SUBFLOOR CY)CD I 10'-0" TRAY CLG I 2 RAFTEf S 16"oc� Bedroom #2 T_ ~ - - - - - - - - - l o o F AME OVER GABLE 8'-0"CLG HT FA o _ O 0 9 2x4 COLLAR TI S @ 48"cc \ o N N ® I F- 141- " -N vi O 5%2' 2-2x8 - - - - \ I (3)1-3/4"x11-7/8"LVL FLUSH 2-2x8 '\j W U - - - - - - - - I — -- - - - - o — TW3042 2-2x82-2x8 _ T_W3042— _ — — — w N - - - - - - -� 2-2x8 TEMP W J SAFTEY GLASS 0- > Q L — — —TW3046 — — _ — TM046 EGREss — _ —TW3046— — _ U) W tU 9'4"PLATE HT 5'4" 3'-811 3'-6" 7'-6" 7'-6" 3'-6" 3'-8" 5'-4" 10 91-011 221-011 91-011 011111111 40'-0" 25'-0" M� [NY]915.3.3 Residential Buildings and Commercial Buildings With an Attached Motor Vehicle Related Occupancy cV � D1 Carbon monoxide detection shall be installed in a central or otherwise approved a r- GUARD RAIL NOTE: STAIR HANDRAIL NOTE: A location in each occupiable space in a commercial building and within 10 feet of r 1 —, the entrance to sleeping areas and sleeping units in residential buildings `..1 Porches,balconies or raised floor Provide Handrail on at least one side [} and commercial buildings that: rTl U O surfaces located more than 30 inches of each continuous run of treads or flight W t-" Z U above the floor or grade below shall with FOUR OR MORE RISERS. 1. Have a communicating opening with an attached motor vehicle related occupancy, ¢ '� '-' have a railing not less than 36 inches Handrail Height measured above 2ND FLOOR PLAN 2. Share one or more common walls with an attached motor vehicle related occupancy,pacy,or ^4 c0-S in height. Railings shall have Top rails and stair tread nosing,shall not be less than R312.2 WINDOW FALL PROTECTION NOTE: 3. Are located one story above or below a motor vehicle related occupancy. M �p Balusters and Bottom rails that are V-011 I1 34 inches and not more than 38 inches. U .~ M O NO MORE THAN 4 INCHES APART. �+ //�� r, , All Handrails shall be continuous the full St,.,- � = �O W -v EXCEPT:the train ular openings formed TOP OF THE WINDOW SILL SHALL 9length of the stair from a point directly U ao by the riser,tread and bottom rail of the above the top riser of a flight to a point BE A MINIMUM OF 24"ABOVE THE FINISHED Guard rail at the open side of a stairway directly above the lowest riser of the flight. FLOOR AND GREATER THAN 72 ABOVE THE AREA SCHEDULE v are premitted to be of such a size that a Handrails adjacent to a wall shall have a FINISHED GRADE OR OTHER SURFACES WINDOWS, EXTERIOR FRENCH & SLIDING DRS Q C) o �� M 6 inch sphere cannot pass through. space of not be less than 1-1/2 inches NAME AREA Plans indicates ANDERSEN series 400 Tilit Wash r-- - ,7 between the wall and the handrail. BELOW ON THE EXTERIOR SIDE OF THE Open sides of stairs with a total rise of see IRC code for exceptions.Refer to BUILDING. SHALL COMPLY AS FOLLOWS: SECOND FLOOR AREA 1695.5 sq ft. Model Numbers and shall be In accordance with R609 .ry F'�D more than 30 inches above the floor or IRC Code for grip size specifications. To be designed & installed as per manufacturers grade below shall have guards not less R312.2.2 WINDOW OPENING CONTROL DEVICES: specification for 140 ultimate design wind speed �L p than 34 inches in height measured 2 and Table 301.2 , 301.2 3 WINDOW OPENING CONTROL DEVICE SHALL � ) � ) vertically from the nosing of the treads. COMPLY WITH ASTM F 2000. THE OPENING Provide HP LOW-E4 glass; U = .30, SHGC = .30 `H DEVICE AFTER OPERATION TO RELEASE THE EGRESS: shall meet R 310 WINDOW FALL PROTECTION: shall meet R312.2 DEVICE SHALL ALLOW THE WINDOW TO Substitutions made upon meeting Code. ��, 0190�,© FULLY OPEN TO MEET THE CLEAR OPENING P 9 AS REQUIRE TO MEET EGRESS R310.2.1 See page one, general notes for additional FOI�C NEv�� code requirements. _.�-� D J CONT. RIDGE VENT .._,",_, TOP OF ROOF CONT. RIDGE VENT o - f- 12 12 O ASPHALT SHINGLES 8 8 U) LL 0 GUTTERS&LEADERS AS REQUIRED W z TYPICAL r , ,To-fofPlate v W zQo T T --- T T W T T T T __— -AL i L 12 -- - - 0 Tip of Subfl�or 6 0 Z Q ,ToLofPlate C C� C/) co CD 0 d 1 1 4 p LO o (D T T T T - _ � �., o m00 Top of Subfloor rn En to P O of Foundation m V ri O �� O � 1 I 91 1 1 1 I I ,.I. ..�1:_ '�.� I. � ';- ..�....wµ W�� _ .. Ly.:�. U O U 00 V 1 0 U T I I I I I I I I I I I I III I I I I I I I � c cza O O O N I I I I I I I I I I I I I I I I I I I C� � m ��O �•_� o I I I 4 a:C O » �N 2 co ca•�.gC ° c 3 CI _ _ _ _ � _ I I I I I II l 11 I I I I I I I ` a Y O �" mY I I I I I I I I L N a 3 L C '�3 ° O c � a� mwyrn to N Ol N•- � �` .L-. C -L` _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ L _ — _ _ _ _ _ _ _ — _ _ _ _ _ _ I .•.•.• ,Top�fFoot�ng I 1 _ _ 1 _ — � _ _ _�_ _�_ _ _ �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I U L c U C O O" O `t O O d R303.8 Exterior Stairway Illumination C0 � ? a N o t O c n.E is d v c.):E Exterior stairways shall be provided with artificial light source i= =o = Z c E 2 c o a REAR ELEVATION located at the top landing of a stairway. Exterior stairways LEFT ELEVATION .-- providing access to a basement from the outdoor grade SCALE: 3/16" = 1'-0" level shall be provided with an artificial light source located SCALE: 3/16" _ 1'-0" at the bottom of the stairway. _ TOP OF ROOF CONT. RIDGE VENT T P OF ROOF CONT. RIDGE VENT 12 12 12 a 12 8 8 10 10 CONT. RIDGE VENT N af, o U-1 Toof Plate— 12 12 Top of Pla�e�, ,_ cl p O W z 12 12 -- — m (f) 1 1 1 fV WW m t T T T T a >W LU Q -- 12 4 TO of—sUV�_r LAE` � ofi uWLor Top of Subfli).o� _ p .— . Top of Plate—,—, _ _ Top of Plate - N Top of Subflao�, _ . ToP of Subfloa� 0 y 1 1 . .,. .j _ I I 1 1 I 1 I I I I I I 1 1 I I I 1 . •._.. ._._.. r V Zj j I I I I I I I I I I I I I I I I I I I I I I I E•I, H Q' o ��ll - - - II - - — — — - - - — - - — - - - - - - - - - - - — 'I - - - 1� L J °' I I I I I I I I I I I I I -� - - I� � M1- - - - - - =0 I I I I I I I I i t I I I I I I 1 � � j..l CI _I 1 Top of Footi�. _ �r_� _ _ _ _ — _ _ _ l ^�_ _ — _ _ _ _ _ _ _ _� — _ _ _ _ J_ = _ J _ _ �GD ��3CLO lD Top ofFootind,�,�, ,_ - •T — _ J — — —L _ J — — — — RIGHT ELEVATION FRONT ELEVATION SCALE: 3/16" = V-0" SCALE: 3/16" = V-0" '; OF NEv� J 0 R905.1.2 ICE BARRIERS; CONTINUOUS RIDGE VENT— E-- SELF-ADHERED POLYMER MODIFIED � R802.3.2 COLLAR TIES BITUMEN SHEET USED IN PLACE OF RIDGE BOARD SHALL BE NAILED with 4-10d O NORMAL UNDERLAYMENT AND BOX NAILS IN ACCORDANCE EXTEND FROM THE LOWEST EDGES OF WITH FASTENING SCHEDULE (n ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE RAFTER/CEILING JN HEEL O EXTERIOR WALL LINE OF THE BUILDING. JOINT CONNECTION ON ROOFS WITH SLOPE EQUAL OR GREATER 12 12 SHALL BE NAILED 2x4 CT @ 48„ OC TOGETHER IN ACCORDANCE Z THAN 8/12, THE ICE BARRIER SHALL ALSO BE Z WITH TABLE R802.5.2 APPLIED NOT LESS THAN 36”MEASURED ALONG 8 8 (SEE DWG-1 FOR TABLE) V W THE ROOF SLOPE FROM THE EAVE EDGE OF THE WITH RTO SN D. EACH Q O BUILDING RAFTER TO STUD. R806,3 W MIN. I"AIR GAP 0 UNINHABITABLE ATTIC BETWN INSULATION � WITH LIMITED STORAGE R-30 BATT AND SHEATHING u�/J W INSULATION W \ / Z ry Top of Plate— _ — — _ — 0Zp _ R802.5.2.1 LAPPED JOIST U W'^ J LAPPED NOT LESS THAN 3". W SHALL BE NAILED 16d v) O O C COMMON NAILS IN ACCORDANCE O '/1 L= to o WITH TABLE R802.5.2 ON DWG-1 v, 1� O 4 °° BEDROOM #2 WALK-IN BATHROOM Q LO CD L CLOSET n/ O C L. � —R-21 BATT 0- cn m 00 INSULATION R-21 BATT Top of Subfloor INSULATION N --- _----- 0�C E_ Top of Plate— _ _ _ _ — N tt 09 c E Ln rn m ` o ao m rL0-. C •O R-21 BATT INSULATION ® ® Q) $ c. c` &.2 s o O d O,p co, '� U�O O nU °.1C 0 N y Uy FAMILY 8L N o 3 LP � `° nr KITCHEN BATHROOM 2" 3 ROOF PLAN _ SCALE: 3/16" = 1'-0" °' ROOM ° ° o ° ° V O C n N N.L-+ cu ) p C" p O II U � `� f6 in ani c Q N c'd) o m o Top of Subfloor — — oc c �� t� � o � � F- ° °nm � 1- mE2 n _Top of Foundation_ CONTINUOUS RIDGE VENT R-30 BAT ° VL Girder INSULATION b STRUCTURAL RIDGE BEAM u 'd d TYP.STRAPPING PER DETAIL ON DWG 2 b o ADD SIMPSON LSSU HANGER @ STRUCTURAL RIDGE BEAM R802.3.2 COLLAR TIES TYPICAL EACH SIDE OF THE RIDGE SHALL BE NAILED with 4-10d BEAM AT EACH JOIST. BOX NAILS IN ACCORDANCE 302.13 FIRE PROTECTION OF FLOORS: WITH FASTENING SCHEDULE o ° PROVIDE 112"GYPSUM BOARD ON ENTIRE , CEILING ABOVE BASEMENT ATTACHED d TO THE UNDERSIDE OF THE JOISTS, d b, b, N1102.2.3(R402.2.3)EAVE BAFFLE UNFINISHED FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED BASEMENT ADJACENT TO SOFFIT AND EAVE VENTS. °' °: BAFFLES SHALL MAINTAIN AN OPENING EQUAL •° TYP.BASEMENT SLAB OR GREATER THAN THE SIZE OF THE VENT, TYPICAL Top of Footing °d ° °, o .. ° 7777= ° °. ° °, '77777'= THE BAFFLE SHALL EXTEND OVER THE TOP ROOF — - — - - — - — - - OF THE ATTIC INSULATION. CONST. R-30C BATT INSULATION SECTION - A RAFTERICEILING JOIST HEEL b JOINT CONNECTION R-30C BATT SHALL BE NAILED J INSULATION J TOGETHER IN ACCORDANCE SCALE: 1 /4" = V-0" ¢ RECR ATION ¢ WITH TABLE R802.5.2 (SEE DWG-1 FOR TABLE) p 0 w ROOM w WITH SIMPSON H2AAT EACH (V LU Top of Subfloor MAIN HOU o E z TYPICAL Z RAFTER TO STUD. H Y Y TYPICAL ROOF CONSTRUCTION �' — - — U FLOOR CONST. 0-1 Z Class AAsphalt Roof Shingles w/ TYPICAL FLOOR CONSTRUCTION Lu U) Top of Subfloor _ _ _ v v TYPICAL fasteners per manufacturer's specification 3/4" Plywood Span Rated Subfloor, m6 Q Top of Plate— — U U U I UU �'—CONST and 2020 NYS REST CODE. Glued and Nailed in w 6i TYP.EXT. Ice & Water barrier as per section R905.1.2 accordance with the fastener schedule. w w v 5I8"FIRE RATED GYP BD WALL mens required Floor joists and Bridging as R-38 BATT ON GARAGE CEILING ® CONST. (Note: Double underla t iid I y q g g per Code. INSULATION for Roof slopes between 2 on 12 and 4 on 12) GARAGE R302.5.1 OPENING PROTECTION. INSULATION SCHEDJLE Framing As per plans with 1/2" exterior grade TYPICAL FOUNDATION CONSTRUCTION R-21 BATT DWELLING GARAGE �� INSULATED SOLID CORE STEEL shall comply with 2020 NYS ECCC span rated structural plywood Sheathing, " INSULATION SEPARATION IN DOOR,20-MINUTE FIRE RATED. & Res-check p p g, in accordance with chapter 4 r ti ACCORDANCE WITH WEATHER STRIPPED Nail to framing in accordance Fastener 3000 psi Air Entrained cast-in-place concrete W/SELF CLOSING DEVICE. Schedules & Strapping per detail sheet(s).oo TABLE R302.6 hsAl THERMAL ENVELOPE SPECIFCATIONS pp g p ( )• wall on cast-in-place Concrete Wall Footing per PROVIDE: HEAT FLAT CEILING INSULATION: R-30 batt in ceiling joists Flashing per R905.2.8 R403. refer to Foundation Plan for footing size & DETECTOR PER R314.2.1 VAULTED CEILING INSULATION: R-21 batt in 2x8 rafters thickness. ABOVE GRADE EXTERIOR WALL: R-21 batt in 2x6 wood studs TYPICAL SOFFIT CONSTRUCTION. Damproofing per R406. 2- 2x6 approved WALLS COMMON WITH GARAGE : R-21 batt in 2x6 wood studs TYP.GARAGE SLAB 8 overhangs-typical treated Sill Plates, Sill Seal And Termite shield per ► i Top of Foundation_ — 2ND FLOOR RIM JOIST: R-21 6" Wood fascia & 6" Wood rake boards. Section R318. Anchor bolts per Foundation Plan 4' `"' 1ST FLOOR BAND JOIST: R-30 P L0� °° .,-77777=. °' 77-7= ATTIC WALLS: R-13 batt in 2x4 wood studsTrim in aluminum or use "azek" or equal and R403.1.6 N s e> p> WINDOWS/SKYLIGHTS: U: :s 0.30, SHGC: s 0.30 Metal drip edge per R905.2.8.5 C FOUNDATION WALLS: Interior R-11 draped batt Fully Vented Vinyl Soffits INTERIOR WALL FINISH l ATTIC STAIR COVER/ACCESS HATCH: Provide 1/2" Gypsum Wall Board on ceilings and walls v Bottom of Cover: z R-30 foam board or equivalent yp g Footing TYPICAL EXTERIOR WALL except basement walls & clgs - unless noted. Min 1/2" Z 36" below OTHER SPECIFICATIONS 2x6 Doug-Fir Wood Studs @ 16" oc. Moisture Resistant Wall Board on Ceiling and all walls H ¢ .-i 0 ct SECTION B Grade Minimum INFILTRATION (BLOWER DOOR): s 3 air changes per hour Double top Plate and Single Sole Plate. in Bathrooms (humid areas) and 5/8" cement board on � > M DUCT LEAKAGE: 5 4% leakage for ducts outside of thermal envelope 1/2" exterior Grade - Span Rated walls and ceilings in wet areas. Provide 5/8' Fire Rated -o I , `'' o �� LIGHTING: 100% high efficiency lighting (GEC's or LED's) Continuous Structural OSB Sheathing. gypsum wall Board on walls and ceiling located as per °O -� SCALE. 1 /4 — 1 –O APPLIANCES:All appliances must be Energy Star certified x oN Fastened per Fastener schedule. code, manufacturers requirements and drawings. ® 'a ctf '-' � *If part or the entire attic will be decked over with plywood, tyvec House Wrap or equal. Z �/ p I the ceiling joists must be deep enough in order to fit the Vinyl Siding as per clients selection _ batt insulation so that iit is not compressed. If not then installed per manuf specs and code. FD�A v ,- p Clg Jsts will have to be built up or upgraded to the next size. �� R ti� Cont. load path strapping installed in accordance � �, O R403.6 Mechanical ventilation shall be provided that with drawings. Provide Fire Blocking in accordance meets the requirements of section M1507 with R302.11 & R302.11.1 and ; Draftstopping per R302.12 & R302.12.1 ( . R403.7 Heating and cooling equipment shall be *� .� sized in accordance with ACCA manual J by a a certified third party rater. " cfT O�3c ``.$-OF N04 COtlTltll IOUELI'EHE=THEG E_ [E. -LL u•. 11111 INS BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A i-B 1-C 2-1 2-2 2-A 2-B / w 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 Q BRACING METHOD J - HOLD- O �/� � CS-WSP CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT) 24 24 32 32 25 26 26 32 32 F %EL -"-Lr DE.�ICE 0 �-__=�_-' ^ ,.'•.EL=.T ER-GED'.':'ILL F=.t lEL 4T WOOD STRUCTURAL PANEL Et1D OF FR-.CED:' =.LL LIt1E E'..=_E_==E. %ALL LN-_ DETAIL #1 ON DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 30" 27" 27" 27" 27" END CONDITION 1 END CONDITION 2 r-'''-'I '" CS-P F CONTINUOUS SHEATHING TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 11 11 13.8 13.8 6 6.5 6.5 8 8 PORTAL FRAME O , DETAIL#3,DWG-2 O Page TABLE R602.10.3 2 e 181 WIND ADJUSMENT FACTORS a,b,c 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 GB GYPSUM BOARD LL 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 O BRACED WALL NOTES: REFER TO DETAILS ON DWG-2 3. WALL HEIGHT .95 .95 .95 .95 1 .95 ,95 .95 .95 W z F�:.E� FOR HOLDOWNS,STRAPPING,BRACED r , W i WALL DIAGRAMS AND DWG-1 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 `.J 4 L'I!t:0FF -CLLItiE',E` - '7!.ts'. Z O e'i�t:>•=�- EC i r'��L Lir,: t'..:�F:,;,EL FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 5. ADDITIONAL HOLDOWNS Q END CONDITION 3 END CONDITION 4 SECTIONS OF WALL WITH NO VERTICAL W OR HORIZONTAL OFFSETS. REQUIREMENTS 6. GYPSUM BOARD OMITTED 0 -�� Return panel: 24" for braced wa" lines sheathed yr th 7. GYPSUM BOARD FASTENING rrnn / v;+ocd structural pane`s 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH v! W 32" for b,aced wa'! hies sheat`ied w: th 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 W / Z / Structural f berbca•d 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 L_L.. Q 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET. RESULT REQUIRED BRACED WALL LENGTH(FT) 10.5 10.5 17 17 7.8 12.3 12.3 15.2 15.2 Distance D: 24" for braced wa'; Imes sheathed vvth 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 0 z C - / 4S,cod structural• pane.!s THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. TABLE R602.10.5 page 187 CONTRIBUTING LENGTH W J 32" for braced Wa'' I nes sheathed m7th 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH Structura'fberbcard END OFABRACED WALL LINE PER PLAN BRACING LENGTH PROVIDED (FT) 18.5 21.16 21 23 8 16 16.10 16 16 O O rn 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALLO _ � PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE END CONDITION 5 ? s COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y �, `C Hold-down COQ lbs capacity fastened to the edge of the Rso2.1o.2.2 � o CD� device: braced vva'! pane'cicsest to the ccrner and O LO 0 to the fc'.tndation or V=f.'am'ng below ry 3 r� For SI:1 inc ^h=25.4 mm, 1 foot=305 mm,11h=4.45N a.Linear interpolation shall be permitted L.J.. ~ v J 00 0o FIGURE R602.10.7 b.The total adjustment factor is the product of all applicable adjustment factors. END CONDITIONS FOR GRACED WALL LINES c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines U) 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. o -6 � y m ° c Eft w w E In o w t n- En-0 _ I U O C@ U C CD� 00 N mm "aiooo Ny N`o � oµo _1 JJ HORIZONTAL BLOCKING IS OMITTED o>.n o _ ooU 00 Cn 00Y�PER TABLE R602.10.3 2 0__ oc 0V L c0 cZ,3 o N - Cc4'-0" 32'-0" 4'-0" 4'-0" 32'-0" 25'-04'-0" 00 o N L s N 2 , �� U S G _ E U Q n. Cn CD CL E'Fu'Fu c- L) CS-WSP FL- coiu�,mc � � Ea CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP 177777 CL ct)a I a Cn U) C) (n o o 4'-0" o U) BWL 2-1 U U BWL 1-1 U I CS-WSP I CS-WSP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 11. I C:) cA CD to I I I I I I I I I I I 0 oW --------- N W O ' ----------- ' - O CL O`~ --------- - O N U� --------- Oi Z o O Ln o N --------- N m U) IN i Q YCV U --------- N Y o U --------- W `� W O w00 Co m m m --------- W W U _J� -�14- --------- U) U) Q --------- I Z W ------- - Z W O E •---------------------------------------------- ' ' OO --------- --------- --------- i In --------- U) UO UD BWL 111-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - BWL 2-2 > Cn � CS-WSP - CS-WSP C:) �- Cn UAc� V Cn d- U -- - E..� Q' p - O �� .-rCt CS-WSP O CS-WSP CS-WSP CS-WSP CS-WSP .> kr) Ua N CS-"A/SP CS-WSP 7:; 00o CS-WSP I 41-011 .•I• 4'-6" ' 3'-13/" 31_13/Ii 5'-0" 4'4" 6-11'/z' 5'-0" 4'-0" 32'-011 4'-0" 32'-0" 25'-011ONTAL HORIZPER TABLED R602G 30;OMITTED r -ateF �_ I I 2ND FLOOR WALL BRACING PLAN 1 ST FLOOR WALL BRACING PLAN `� ;t; ,y SCALE: 1/4" = 1'-0" SCALE: 1/8" = 1'-0" �' .�.,CjF NE`s ,s°