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Home My WebLink About49069-Z ~�oS�FFOIy Town of Southold 1/14/2024 o , P.O.Box 1179 o - 53095 Main Rd y�jal �ao�Y Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44870 Date: 1/14/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1010 Maple Ln, Greenport SCTM#: 473889 See/Block/Lot: 35.-5-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/16/2023 pursuant to which Building Permit No. 49069 dated 3/30/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including first and second floor rear decks and covered front entry,to existing single family dwelling as applied for. The certificate is issued to Scavelli,Lawrence&Irene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1413 12/21/2023 ELECTRICAL CERTIFICATE NO. 49069 12/19/2023 PLUMBERS CERTIFICATION DATED 12/10/2023 Ste appa Au on ed i ature ��ou�Fnt o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE AMEN ENT oy • 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#: 49069 Date: 3/30/2023 Permission is hereby granted to: Scavelli, Lawrence 771 Cypress Dr Franklin Square, NY 11010 To: Construct additions and alterations to existing single family dwelling as applied for, with Trustees #10329 and SCHD approvals. 10/12/2023 AMEND P_exmit�to include increased second floor deck area as applied for, with Trustees approval; additionally amend for layout changes. At premises located at: 1010 Maple Ln, Greenport SCTM #473889 Sec/Block/Lot# 35.-5-27 Pursuant to application dated 3/16/2023 and approved by the Building Inspector. To expire on 9/28/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,423.60 i CO-ADDITION TO DWELLING $50.00 ELECTRIC $185.00 AMENDMENT TO PERMIT^~v�A� �$157.60 Total: $1,816.20 Building Inspector sUFFat TOWN OF SOUTHOLD hood ��y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o��o• �ap� 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,#: 49069 Date: 3/30/2023 Permission is hereby granted to: Scavelli, Lawrence 771 Cypress Dr Franklin Square, NY 11010 To: Construct additions and alterations to existing single family dwelling as applied for, with Trustees #10329 and SCHD approvals. At premises located at: 1010 Maple Ln, Greenport SCTM # 473889 Sec/Block/Lot# 35.-5-27 Pursuant to application dated 3/16/2023 and approved by the Building Inspector. To expire on 9/28/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,423.60 CO-ADDITION TO DWELLING $50.00 Total: $1,473.60 Building Inspector pF SOUT�,OI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviini'a-town.southold.ny.us Southold,NY 11971-0959 �yOOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lawrence Scavelli Address: 1010 Maple Ln city:Greenport st: NY zip: 11944 Building Permit#: 49069 section: 35 Block: 5 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: KV Electric License No: . 3389ME SITE DETAILS Office Use Only Residential X ' Indoor X Basement X Service X Commerical Outdoor X 1 st 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 70 Ceiling Fixtures 19 Bath Exhaust Fan 7 Service 3 ph Hot Water Gas GFCI Recpt 18 Wall Fixtures 26 Smoke Detectors 5 Main Panel 200A A/C Condenser 3 Single Recpt 2 Recessed Fixtures 64 CO2 Detectors Sub Panel 100A A/C Blower 3 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 4 Transfer Switch Step Lights 19 Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect 4 Switches 1 77 4'LED 4 Exit Fixtures 11 Sump Pump 11 Other Equipment: Fridge, Mini Fridge(2), Oven, DW, Micro, Hood, W/D, Central Vac, Septic Disconnect 200A Panel, 40 Circuit/40 Used, 100A Sub Panel 24 Circuit/ 10 Used, Car Lift Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: December 19, 2023 S.Devlin-Cert Electrical Compliance Form Twm 14911 Armax �� 4} Te.ephone(631)765-202 54375(Wain Road P.0 Sox 1179 w at Southold,NY 11971-N59 0 'SFr r,J BUILDING DEPARTMENT �1 - 'OWN OF SOUTHOLD 1 D"EC 2 1 2023 ,l CERTIFICATION j nent Tvmii aj' Sput old Date: a _�G_ •� 3 I Building Permit No. #49069 Owner. Lawrence Scavelli 1 J. (Please print) Plumber: I (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. i f (Plumbers Signature) Sworn to before me this day of _020 ,23 .-� Two"0 KELLY / Notary/ •State of York NO.O0P�N0. 1KE6851'/ Qualified In SuflWk County i`iQta."y Public, (/G County' µY C wMIS110n Eaplros Jun 30.Zo27 OE SOGTyo� f At # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �ycouto, 631-765-1802 .-1 NSPEC ON [ 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 RE r sv✓� d iARKSmo f HwiKi DATE INSPECTOR SOUIyOlo C I V// C) * # TOW10(oF O OUT BUILDING D PT. 'J °`ycourm��'' 631-765-1802 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: (,to rA .0- 2e laclr- o C ran �� 0 � Yk r-omllf A do,vv//l ZwLdrl w1a R/�c DATE 2 �� INSPECTOR r OF SOUTyO�o TOWN OF SOUTHOLD BUILDING DEPT. couto", 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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: n� RiW4, DO-k, �OUV - � DATE Y INSPECTOR Of SO(/l�°� * TOWN OF SOUTHOLD BUILDING DEPT. °`ycouHn��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: Q oc CK (r(/0 • ; . OW 9-1� ("v DATE 107>' INSPECTOR 44 OF 50UTy� L -- * } TOWN OF SOUTHOLD BUILD G DEPT. 'cOUMVN 631-765-1802 INSPECTION [ ] FOUNDATION 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 [ ] RENTAL REMARKS: �� R�1 UIU ��ti/ h ' �,li1Gl� 1111k d-rJ o r .jQ &A 111W44L rim 40A 9 ld- /v2/az4L) 2 DATE 7 INSPECTOR OF 50llTyOlo U V 6 q /0/0- ----- --eEPT lTO N OF SOUTHOLD UILD6 . couMVN�' 631-765-1802 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: olk DATE I INSPECTOR .I) ECCQ �1 � ; DEC 2 1 2023 Town cE vull,Gj'd ,a "ti i r 4 � f DEC 21 �' . 1 ; 1 7>, r a r 1 1- t _ f FD lit' U L DEC 2 1 2023 Tt'ofct �n C3r��a 1 U "�meRt r 1 1 R - .� u � r L `� ' a i�R - DEC 2 2023 Br'flf�t. ,n + 1 �. r I n a r' Al ,. w, i _ I ' Building Envelope and Duct Tightness Report g p 20181ECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 1010 Maple Lane,Gree po t, Test Date 12/14/2023 Building Permit#: I G9 M 1`J EC iance Pathway Performance .� I Test Completed by: Christopher Silvia i T Rater ID# 4150294 Home Energy Solutions ; 0 EC 2 1 2023 NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 B 1-1,1161 n, cv�r•n$ BPI# 631-673-0664 i Building.Envelope Tightness ` Volume_Calculation Check if: f Floor Area Volume Conditioned Basement Basement 1444 12992 ❑Conditioned Crawl Space 15L 1682 13454 ❑Sealed Attic I nd 2 1446 16617 *The conditioned floor area of dwelling is calculated In 3rd accordance with ANSI Z765,except that conditioned floor j Attic area includes areas wh re the ceiling height is less than 5 Total Volume 43.063 ( I CFM @50 pa 2093 Air changes/hr@5 pa 2. 21/4 Code Compliance: Pass Duct Tightness: Post Construction st- al Duct Leakage System-1: I 1 Duct Location Floor Area Leakage CFM @ 25pa CFW100 ftZ CFA� Code Compliance: System-2: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CPA� Code Compliance: System-3; Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance: All building envelope tightness testing hiss b�r fi d using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section R402.4.1.2.The building duct and plenum system has been verified,as required by'the 2018 IECC a1•amE,ided by 2020 New York State Supplement,Section R403.3.4. Signature: _ Date: 12/14/2023 Christopher Silvia,Home Energy Solutions FIELD INSPECTION REPORT DATE COMMENTS ro t� FOUNDATION (IST) s -------------------------------------- FOUNDATION (2ND) co) z �n 41WAvv IM � St/✓Pi Al o W � O F[y r CJ ROUGH FRAMING& y PLUMBING Q) C� l� INSULATION PER N.Y. H STATE ENERGY CODE lirr rt` 0 hrGt� (. 0 4LL CYT FINAL W71 ADDITIONAL COMMENTS s-9-/6a 3 C0 1eL olc9 / h4 Tvsl&o - Z � 1-Yu di C, � y . x x � d �b Authentisign ID:21AB2729-A153-ED11-ADE6-0050F2765AB1 SUFrotK 'o�� 000y2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y 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 f Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 0061 Building Inspector: ! I NOV 1 0 2022 Applications and forms must.be filled out in their entirety. Incomplete (- applications will not be accepted. Where the Applicant is not the owner,an Ti:i Owner's Authorization form(Page 2)shall be completed. Date:10/24/2022 OWNER(S)OF PROPERTY: . Name:Lawrence Scavelli SCTM#1000-35-5-27 Project Address:1010 Maple Lane, Greenport, NY 11944 Phone#:516-659-6295 Email:LScavelli@optonline.net Mailing Address.1010 Maple Lane, Greenport, NY .11944 CONTACT PERSON: Name:Thomas J. McCarthy Mailing Address:46520 County Road 48, Southold, NY 11971 Phone#:631-765-5815 Email:tmccarthy.tmccarthy_@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GabyTchilinguirian R.A. Architect P.C. Mal a ,n,cHgllV oad, West Hampton Beach, NY 11978 Phone#`5 �C1i7°iz,� Email:NYarchitectGT@gmail.com f.. CONTRACTOR INFORMATION: Name:McCarthy Management, Inc. Mailing Address:46520 County Road 48, Southold, .NY 11971 Phone#:631-765-5815 Email:tmccarthy.tmccarthy_@,gmail.com DESCRIPTION OF.PROPOSED CONSTRUCTION ❑New Structure ❑Addition ©Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ANo Will excess fill be removed from premises? ®Yes ❑No 1 Authentisign ID:21AB2729-A753-ED11-ADE6-0050F2765AB1 ,1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_4'0 this property? I]Yes ®No 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 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. Application Submitted By(print name):Ruth Love BAuthorized Agent ❑Owner Signature of Applicant: Date: 10/24/2022 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Ruth Love being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 th rewith. Sworn before me this day of 20o L N lfotary PublIC,a"01 New Yot% Suffolk CoutdtOf 5004790 PROPERTY OWNER AU.THORIZATIInmlastonExpitMMmber23.2cr�j (Where the applicant is not the owner) Lawrence Scavelli 1010 Maple Lane, Greenport,NY 11944 I; residing at do hereby authorize Ruth Love to apply on rAN.'11M..' alfto the Town of Southold Building Department for approval as described herein. Awrmce Scoell 10/24/2z Owner's Signature Date Lawrence Scavelli Print Owner's Name 2 winenOslgn IU:dOUitAUA-"UU-tU-1-1-AOU/-Du7Hl.*t43CrU _ o�sufFo4POG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o aa� Telephone (631) 765-1802 Fax(631) 765-9502 https:HWww.southoldtownny. ogovv Date Received APPLICATION FOR BUILDING PERMIT NOPROVAL For Office Use Only r 1 +J !I PERMIT NO. Building Inspector: J F E B 2 2 2022 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an b x, Owner's Authorization form(Page 2)shall be completed: Date:2/18/2022 OWNER(S)OF PROPERTY: Name:Lawrence Scavelli SCTM# 1000-35-5-27 Project Address: 1010 Maple Lane, Greenport, NY 11944 Phone#:(516) 659-6295 Email:LScavellioopton line.net . Mailing Address: 1010 Maple Lane; Green port, NY 11944 CONTACT PERSON: Name:Thomas I McCarthy=McCarthy Management, Inc. Mailing Address:46520 County Road 48, Southold, NY 11971 Phone#:631-765-5815 Email:tmccarthy.tmccarthy_@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Gaby Tchilinguirian R.A. Architect P.C. Mailing Address: 18 Mitchell Road, West Hampton Beach, NY 11978 Phone#:516-297-6917 Email:NYarchitectGT@gmail.com CONTRACTOR INFORMATION: Name:McCarthy Management, Inc. Mailing Address:46520 County Road 48, Southold, NY 11971 Phone#:631-765-5815 Email:tmccarthy.tmccarthy_@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ©Alteration []Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ®Yes ONO, 1 kutnentisign IV soull'AUA-YDtlU-tul'i-ADVI-aulHcotaaCru PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to . R-40 M w T this property? ❑Yes RNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all:drainage and sto gae 'dChapter 236 of the Town'Code.'APPLICATION IS HEREBY.MADE to the Building Department for-the issuance of a Buildinug one Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations; n f 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. Application Submitted By(prin ame): Utll �qve BAuthor' ed Agef t ❑Owner Signature of Applicant. U " \ Date: / a STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Ruth Love :being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 th`i_s day of tary Public SS TE O Dawn Johnson ornav'. %Notary Public,State of New York PROPERTY OWNER AUTHORIZATION'. ZLo,, ":Noo1J06349053 ��i��`✓YOF�-"�� QnaI— d in Suffolk County (Where the applicant is not the owner) «nn,,, ° Commission Expires 1011112fi2oL' I, Lawrence Scavelli residing at 1010 Maple Lane, Greenport, NY 11944 do hereby authorize Ruth Love to apply on bewko the Town of Southold Building Department for approval as described herein. t Awrehce f Welll 02/20/22 02/20/22 Owner's Signature Date Lawrence Scavelli Print Owner's Name 2 Authentisign ID:AE11AF73-74CF-4B7B-94E3.4F7BEEA9CBF0 PROPERTY INFORMATION Existing use of property:sing-le-fa yures-.— Intended use of property:Single famil_y_re_s_._ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AHD this property? ❑Yes ©No IF YES, PROVIDE A COPY. 8 Check Box After Reading: the owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY.MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply.with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor,pursuant to Section210.45 of the New York State Penal Law. Application Submitted By(print n e): Ruth Love I]Authorized Agent El Owner Signature of Applicant: Date-179.9,1422 . 1 A, ' STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Ruth' Love being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent iv`gent , (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 a day of FGb-r,,L� .20 Z2 Not r u Ic ............�,,. Dawn Johnson PTE•pF��' PROPERTY OWNER AUTHORIZATION ','N.;paRY *=Notary Public,State of New York No 01J06349053 (Where the applicant is not the owner) „N�•Y�F� Qualified in Suffolk County u1,1,ml" Commission Expires 10/11/20 Kevin Santacroce residing at 1000 Laurel Ave:, Southold do hereby authorize Ruth Love ' to apply on my b If.to the Town of Southold Building Department for approval as described herein. > � 01/=2022 wrier s Ignature Date Kevin Santacroce Print Owner's Name 2 osufFotKc TOWN OF SOUTHOLD—BUILDING DEPARTMENT {j ? Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT , ^M D�-SAPP t0VA For Office Use Only f �( 1 q PERMIT N0. Building Inspector: SEP 6 2021 Of Applications and forrris mdst be filled.out.in their entirety.Incomplete applications will notbe accepted;Where the Applicant is not the owner,an ��?•. �, t , Q1.�mer's,Authorization form:.(P.age.2)'shall be.'completed. , Date: OWNER(S)OF PROPERTY: ! Named �� 4 ��/ � .. GCS SCTM#1000- �— a Physical Address:i' _ C7l� ;KAiO LAN, �'/ �°t 2 / / 9 ( Phone#' �G GSA 2 7'� _Email: Se,�Q E LLt ng Address: 010 -7— ,'CONTACT PERSON: Name: Qr f ,st Mailing Address: -1 Sto Phone#:�y31-�pI$-CJ�O� Email O DESIGN P..ROFESSIONAL;INF,ORMATION: Name: Tr I il I) ,, Mail I ing Address: icb QL .� _ PS+ham Beach nq tmg Phone# Email: 'S� "o?�'" �cf� rd;-)I�G dfa 0 M 1L, D CQNTRA'CTOR�INFORMATION;:- Name: Mailing Address: Phone#: 7Emil: DESCRIPTION`OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition teration ❑Repair ❑Demolition IE timate&Costfof Pr�;oject, ❑Other $ 350,000 Will the lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? ❑Yes WNo oV-w-eul S0 T V PROPERTY-INFORMATION Existing use of properly: Q ' Intended use of property: S` Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes o 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 ofahe T,own'Code. APPLICATION IS,HEREBY"MADE to the Building Department for,the issuance of a Building Permit.pursuant to the Building Zone` ..Ordinance of the Towii,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.ancl:mgulations.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. Application Submitted By(print name): films tS E Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) T COUNTY OF ) 2r being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the l./ (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. Swo rn before me this of 20 �.d.� Notary Public THOMAS S.VITALE Notary Public,State of New York PROPERTY OWNER Hl1"ii'Hok12-'Ai ION Registration No.01V16276776 Qualified In Suffolk Count (Where the applicant is not the owner) Commission Expires2/25J residing at do hereby authorize �JW'1 � to apply on my be o the Town of S th Id Buil g Department for approval as described herein. Owner"'s igriatV ur? / C7Date `Print'Owner.'sNanae ' i 2 89!r.t0ft�'s :tttd•B9f�x• -i1�0 ix one��.. YItV 'x 461,�a. �40,�,t:'/a..' _ eY��t �"i Vrin. �It•'V l•• 1 'l`�4u � °ADZ e(/j�'••'�'. ..•'Sid '+'It , .: q4 i,(da, `,43 !pl Si°` `r'`\'��9! atpy,-' ``` i111� d 1 , -- Gc •°yht1 � I� '�A' - I i BOARD OF SOUTHOLD TOWN TRUSTEES L SOUTHOLD,NEW YORK PERMIT NO. 10329 DATE: MARCH 15,2023 ISSUED TO: LAWRENCE & IRENE SCAVELLI PROPERTY ADDRESS: 1010 MAPLE LANE, GREENPORT SCTM#1000-35-5-27 AUTHORIZATION "3 Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in A accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 15,2023, and in , 6 consideration of application fee in the sum of$250.00 paid by Lawrence & Irene Scavelli and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits E ' the following: k Wetland Permit to renovate first floor interior and exterior and build a second story addition on an existing single story single family dwelling,with a 2250 sq ft foot print. Including a 30 sq ft covered un enclosed front porch with foundation. Install 2 new footings below an existing 353 sq ft(trustees waiver) CO'd rear deck, and redeck with I new synthetic decking,Install a first floor deck roof of 257 sq ft and 40 sq ft second t II story balcony. Removal of a 201-s ft deck installation of steps from sunroom to rade --- f r5' Y• q � P g , , 1 abandonment of.existing septic system and installation of new SCHD approved IA Nitrogen Reducing Septic system landward of existing system; and as depicted on the Js __--- site-plan prepared by Gaby Tchilinguirian AIA,NCARB, last dated on March 8,2023, =- and stamped approved on March 15,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and E� these presents to be subscribed by a majority of the said Board as of the day and year first above written. ®g1JFFO(�' s Ff I� / • ,, r a:�l. .o t�•. „2e. it`7. .,� .;i,• 9re,'•,,i i M... •re: _ - •'d •� TERMS AND CONDITIONS The Permittee Lawrence&Irene Scavelli residing at 1010 Maple Lane,Greenport, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the,structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and,approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there-shall be no interference with the right of the public to pass and repass along the beach between high and.low watermarks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee.will be required,upon due notice;to remove or-alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be'notified by the Permittee of the completion of the work authorized. 9. That the,Permittee will obtain all other permits and consents that may,be required: supplemental;ta this permit,which'may be subject to revoke uponAilureao obtain same. 10. No right to trespass or interfere,with riparian rights. This permit does not convey to,the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President *QF S®(fj Town Hall Annex A.Nicholas Krupski,Vice President ,`®� ®l0 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G @ Telephone(631) 765-1892 Elizabeth Peeples ® O Fax(631) 765-6641 �lyC4UNTV,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 14, 2023 Ii 1 Colin McCarthy OCT 1 1 2023 Thomas J. McCarthy Real Estate, Inc. 46520 C.R. 48 BUR,D 'YTO D" APT° - - -Southold;-NY--1-197.1--- - - - --- �.. _. „� <�� . ..•._ RE: LAWRENCE & IRENE SCAVELLI 1010 MAPLE LANE, GREENPORT SCTM# 1000-35-5-27 Dear Mr. McCarthy: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 13, 2023: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10329 to increase the size of the second story balcony to 456sq.ft. in lieu of the originally permitted 257sq.ft. first floor deck roof and 40sq.ft. second story balcony; and as depicted on the project plan prepared by Thomas J. McCarthy Real Estate, received on August 18, 2023, and stamped approved on September 13, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, G enn Goldsmith President, Board of Trustees GG:dd AMENDM NT // a a Glenn Goldsmith;President _ �(�j AQ Town Hall Annex T 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoskig Southold,New York 11971 Liz Gillooly Telephone(631)765-1892 Elizabeth Peeples y0 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2120C Date: January 7,2024 THIS CERTIFIES that the renovation of first floor interior and exterior and build a second story addition on an existing single story single family dwelling with a 2250 sq ft foot print.Including a 30 sq ft covered un enclosed front porch with foundation Install 2 new footings below an existing 353 sq ft(trustees waiver)CO'd rear deck and redeck with new synthetic decking.Install a 456sa.R.second story balcony.Removal of a 201 sq ft deck installation of steps from sunroom to grade,abandonment of existing septic system and installation of new SCHD approved IA Nitrogen Reducing Septic system landward of existing system; At 1010 Maple Lane,Greenport Suffolk County Tax Map#1000-35-5-27 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 6,2023 pursuant to which Trustees'Wetland Permit#10329 Dated March 15,2023,was issued and Amended on September 13.2023 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovation of.first floor interior and exterior and build a second story addition on an existing single story single family dwelling.with a 2250 sq ft foot print Includin age, 30 sg ft covered un enclosed front porch with foundation.Install 2 new footings below an existing 353 sq ft(trustees waiver)CO'd rear deck and redeck with new synthetic decking.Install a 456sq_ft second story balcony.Removal of a 201 sq ft deck_ installation of steps from sunroom to grade, abandonment of existing septic system and installation of new SCHD approved IA Nitrogen Reducing Septic system landward of existing system. The certificate is issued to Lawrence&Irene Scavelli owners of the aforesaid property. QU Authorized Signature r JAN 1 J 2024 Bz.ffd! q DPPn-€groat TcItIVIi Of Southold I. NOV 1 0 21?J? ; fO(�CO ILDING DEPARTMENT-Electrical Inspector h�0 Gym TOWN OF SOUTHOLD o =` 'i Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 yfj0 a0� Telephone (631) 765-1802 - FAX(631) 765-9502 1 ' rogerr(aDsoutholdtownny.aov- seand as southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/24/2022 Company Name: KV Electric, Inc. Electrician's Name: Kenneth Vaughn License No.: 3389 Elec. email:kvelectricinc@gmail.com Elec. Phone No: 631-724-4758 ❑I request an email copy of Certificate of Compliance Elec. Address.: 405,Central Avenue, Bohemia, NY 11716 JOB SITE INFORMATION (All Information Required) Name: Lawrence Scavelli Address: 1010 Maple Lane, Greenport, NY 11944 Cross Street: Phone No.: 516-659-6295 BIdg.Permit#: email:Scavelli@optonline.net Tax Map District: 1000 Secti n:35 Block: 5 Lot:27 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Alteration of a single family residence. Existing footprint to stay, adding a 2nd story. Approximately 2000 sf. Square Footage: Circle All That,Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑✓ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# n. New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 F12 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �J l� VFi®� i�1QU f BUILDING DEPARTMENT- Electrical Inspector cos �co �O Gyc TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box.1179 o • Southold, New York 11.971-0959 - ti Telephone (631) 765-1802 - FAX (631) 765-9502 roaerl( southoldtownny.aov— seand(&)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required), Date: 10/24/2022 Company Name: KV,Electric, Inc. Electrician's Name: Kenneth Vaughn License No.: 3389 Elec. email:kvelectricinc@gmail.com Elec. Phone No: 631�724-4758 ❑I request an email copy of Certificate of Compliance Elec. Address.: 405 Central Avenue, Bohemia, NY 11716 JOB SITE INFORMATION (All Information Required) Name: Lawrence Scavelli Address: 1010 Maple Lane, Greenport, NY 11944 Cross Street: Phone No.: 516-659-6295 Bldg.Permit#: Ll email:Iscaveili@optonline.net Tax Map District: 1000 Secti n:35 Block: 5 Lot:27 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Alteration of a single family residence. Existing footprint to stay, adding a 2nd story. Approximately 2000 sf. Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑✓ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT N Address: -77 Svvltches Outlets -�IJrf v GFI's Surface ,1 Sconces I l�U UC Lts I Fridge HW Fans F � g C Exhaust -s Oven w/D I Smokes DW Mini S _ Larbon Micro`f - Generator -ombo �1 C Cooktop Transfer aC � � ti A l I Z Hood � Serva-'C/ 1, MI Amps Have Usec pec ` V� L1 y C G � 1 r 0 _ l omments (-tp .1 01 Vdr Q 10 f\ /A O FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2021 TO: Morano Expediting, Diana LaSpisa(Scavelli) 2938 Hempstead Turnpike, Suite 212 Levittown,NY 11756 Please take notice that your application dated August 25, 2021: For permit to: Construct deck& covered porch additions and a second floor addition to an existing single family, one story, dwelling at: Location of property: 1010 Maple Lane, Greenport,NY County Tax Map No. 1000—Section 35 Block 5 Lot 27 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 13,246.25 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet. Section 280-124 further states lot coverage to be a maximum of 20 % The proposed construction as shown on the site plan indicates a minimum side yard setback of 7.5 feet, and a combined side yard setback of 18.7 feet. The site plan also shows the proposed lot coverage to be 23.5 %. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 24, 2021 AMENDED &RENEWED: May 31, 2022 TO: Thomas J. McCarthy, McCarthy Management, Inc. (Scavelli) 46520 County Road 48 Southold,NY 11971 Please take notice that your application dated February 18, 2022: For permit to: Construct deck& covered porch additions and a second floor addition to an existing single family, one story, dwelling at: Location of property: 1010 Maple Lane, Greenport,NY County Tax Map No. 1000—Section 35 Block 5 Lot 27 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 13,246.25 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a combined side yard setback of 25 feet. Section 280-124 further states lot coverage to be a maximum of 20 % The proposed construction as shown on the amended site plan indicates a combined side yard setback of 21.4 feet. The site plan also shows the proposed lot coverage to be 26 % based on buildable area. This disapproval has been amended based on a new application, an updated survey, and revised plans,provided to the building department. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. SURVEY OF LOT 60 MAP OF �' CLEAVES POINT, SECTION 3 LOT st CURB° ape �,� FILE No. 4650 FILED JUNE 14, 1966 � s B�tyUM BLOC /VVV �� 0� �'� EAST TMARION TOWN OF SOUTHOLD t 293 9 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-35-05-27 WOOD LANDING N N� pP BBC y5 / ,.4N �Q AIP o �5 // '� SCALE 1 "=30' 5.\pEN0\3ss 42 pP JANUARY 20, 2020 v ° `MOD 17.4 fF�oM 0%0 7 V" �O \1t BOAT POWER 5 r N GARp' �o AO% e / OO STATION / ,j (P LOT 60 �'' p / gELGIUM BLOCK CURB 'O �� 5p p 12 0 325 u: 212 GRAVE AY Or 9` HIGH WATER ALONG Y7p0D � WOOD BULKHEAD 5� � PA`� 5\A� CURB DRIVEW T,0'N,4„0'E O'' ?9 `Np°°s IN B w000� CU o.3'N AREA = 13,246.25 sq. ft. �yc 5 BBC RB 0.5'N 0.304 ac. o FE.1.2 N ^' LINE OF EVERGR�S C1Q170.43' `so Q LOT 59 BOO S 82` 6140 Off' NOTE LOCATIONS AND EXISTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. THIS SURVEY 6 SUBJECT TO ANY FAAMENT METES AND BOUNDS SURVEYING OF RECORD AND ANY rnHEx ADNSHEEM FACTS WHICH A T11LE SEARCH YIGFIT DISCLOSE 53 PROBST DRIVE vNAUTHCRr®ALTERATION OR AMON To A SHIRLEY, NY 1 1967 �is VIOLATION cOF��T��Ru�EroRs 7209,SUBDMSION 2,OF THE NEW YORK STATE PHONE (516) 972-5812 EDUCATION LAW surve ude@o tonline.net P 'Copies from the original of this survey map not marked with an original of the land urvayo�s inked seal or his embossed seal s CONC. MON FOUND ti_.v ,..� LOTS: 27 BLOCK: 05 SECTION: 35 DISTRICT: 1000 hall not be considered a valid true copy." Er. Certification indicated hereon signify that = � MAP OF: CLEAVES POINT, SECTION 3 this survey was prepared in accordance with �j UTILITY POLE adoppt d by the New York State for Assocation of Professional Land Surveyors. Said SITUATED AT: EAST MARION certifications shall run only to the person WV WATER VALVE TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his 0 behalf to the title campany, governmental LAWRENCE IGNAZIO SCAVELLI Cerro c�ationslarennotntranssfoerable to WATER METER IRENE VAGNINI SCAVELLI additional institutions or subsequent owners.' LAMP POST CERTIFIED FIRST AMERICAN TITLE INSURANCE COMPANY NE TO ABSTRACTS, INCORPORATED JOB NO.: 20-114 DATE: JANUARY 20, 2020 SURVEY OF 92, LOT 60 MAP OF 116 �' CLEAVES POINT SECTI ON 3 LOT QD �V06 FILE No. 4650 FILED JUNE 14, 1966 QV a ��', i ,�' � SITUATE 0, z g P0 EAST MARICN i TOWN OF SOUTHOLD t. SUFFOLK COUNTY, NEW YORK WOOD LANDING JA S.C. TAX No. 1000-35-05-27 t.allo SCALE 1 "=30' s111�o„s� 4z NOS �? JANUARY 20, 2020 �S 12•� No 10�0 ,10 AGE 0 tS �0° STATION BOAT POWER �� GNR ��p RD% LOCK CURB O CQ LOT BO 120 / BELCdUM B p �o A ,� 32.5 4°a: yt 2 GRAVEL 0. HIGH WATER ALON3T v� WOOD BULKHEAD G � VFSL DRIVEWAY 0 9 BELGIUM BLOCK CURB FE.1.dN.2d E 9 sus E �N WODD FENCE CURB D.SN AREA = 13,246.25 sq. ft. c 1 o Rg 0.5N 0.304 ac. S FE. 1. N UNE�OGRE O f 170•43' `spj O LOT S8 •OO " J S 8T 1694019 40 W 0 -� 10 o ' 1 ?I NOTE LOCATIONS AND EXISTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES II NOT READILY VISIBLE, ARE NOT CERTIFIED. 1 THIS SURVEY Is SUBJECT TO ANY EASk71 W METES AND BOUNDS SURVEYING OF RECORD AND ANY OM PERTINENT FACTS WHICH A TRLE SEARCH LOW DISCLOSE 53 PROBST DRIVE vNAurnoTazEo ALTERAnoN oR ADDIRON TD A 0� SHIRLEY, NY 11967 SSE is , OF°mICUEE, SEC R� T2De,; ON 2.OF E NEW YORK STATE PHONE (516) 972-5812 D%ICATION TH LW surveydude®optoniine.net 'Copies from the original of this survey map not marked with an original of the land . surveyors inked Beal or his embossed seal CONC. MON FOUND �9;:_,t ;::, LOTS: 27 BLOCK: 05 SECTION: 35 DISTRICT: 1000 shall not be considered a valid true copy.' """' .',' 'CerUflcation indicated hereon signify that MAP OF: CLEAVES POINT, SECTION 3 this survey was prepared In accordance with UTILITY POLE \ l the existing Code of Practice for Land Surveys _ adopted by the New York State Association of Professional Land Surveyors. Said SITUATED AT: EAST MARION certifications shell run only to the person WV WATER VALVE TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his behalf to the title compony, governmental 0 WATER METER i od°dnio cioinaare of ttr transferable t°ownors LAWRENCE IGNAZIO SCAVELLI agency and len ng.in itu on. IRENE VAGNINI SCAVELLI LAMP POST CERTIFIED FIRST C U C COMPANY TO I 0 JOB NO.: 20-114 ABSTRACTS. DATE: JANUARY 20, 2020 • THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED r"A u USING THE u RK STATE RESIDENTIAL 2 0 0 E W YFR J CT T E 0 THE SCAVELLI 'R ES IENCE ._ .AFFECTIVE AS OF MAY 12TH 2O20 a- " (D A u ® 1 Q az rl 0 NORTH ALTERATIONS TO. = m N 1010 MAPLE LANE - GREENPORT NY •`° ~ � " ' DWELLING •� 00 ' USES PUBLIC WATER. GABY I E P . . NEW FIRST FLOOR NEW _ W o z SECOND FLOOR DORMER AS PER PLANS r�0 .� 1 18 MITCHELL ROAD WESTHAMPTQN BEACH - NY 11978 oozy NOTE. �� $ Office - (516) 297-6§17 EXISTING NINE SUPPORTING CONCRETE PIERS www.NYarchitectGT.com NYarchitectGT@Gmail.com TO REMAIN UNHARMED BENEATH EXISTING LOT 61 uR� ff •�• � � DECK -TWO NEW FOOTINGS SHALL BE Q o ff-' •� o0 t � INSTALLED " `��,,�E�°I°M $ .Ivat WV'� �J g „" o vER°RooN pp 'f 8.52 J��fpHPL'i .�' J 39 �' VACANT EXISTING � F`c y00Zc� s��,a„M'' 0°� ...•-"' o ./ WATER RVI D.,c 'd e e �_ p✓( IVA LOT COVERAGE INFORMATION SE I __TANK �vv r �_,c 6 29.3 � �'`"3P' , 9L o W =1 J, EXiSG IL TIN PROPOSED TOTAL �. 10.6 NEW SHED ROOF OVER Xs OZ�, � WOOD LANDING O s I EXISTING WOOD DECK DWELLING 2,250.62 - 21250.62 i•4'" � �� % E ND � .�' 3 c' G N EXISTING 1 STORY PROPOSED NITARY V) RLu P - ooa9� '9L .: g�° \ 8.93 woo -u FRAME DWELLING P v SYSTEM REFE 0 � L1J DECKS 554.7 S.F. 353.7 S.F. 353.7 S.F. 2 �� 2� ;� HOUSE#1010 �° z' fi' SCDHSAPPROV Ln 2 Gas CC Z L L 60 �. � V' w°°PS mm N� o .� o , TOTAL 21805.32 S.F. 20604.32 S.F. o BOAT WER Sl o o J w o STATI y cp EXISTIN 2 CAR ' &M Z �' GARA ELGiUMCURB ,■...� EXISTING o a �► 21 GRA Y 13.11 0,, w cf,�;. PEE ----- DRIV 12.53 12.8 X W ° ""�''' 70.0 '�' ,'�'. .p' S�- CURB /o ALLOWABLE PERMITTED PROPOSED 2 B CY, �. •oN, -a o � 2p�sf ��o"�gN N BELG UM LD WUr D FENCE 1 CURB ° 2 649.25 {i` 2 604.32 S.F. 2 604.32 S.F. 9 ;, ..• 53 �� ,_.. R$ p5 1a.�2 - . . .... ... .... .... . .. .. ...... LOT AREA 13,246.25 20% y � : $� CO 0 _-.. / �` 9•• g IN `� M ................. .� ... RGREENS ., ... . .. . - A BUILDABLE AREA 12,460.35 20/ 2,49 HIGH WATER ALONG •�••• �••"' uV CD WOOD BULKHEAD to EXISTING DECK A 3 O Q TO BE REMOVED 1 7 O 4 o 0 LOT Q�) o ''APPROVED PRIOR TO PRESENT O,, NOTE 1 EXISTING PERMITTED IMPROVEMENTS WERE .A 40 W .2.o 16 DEFINITION OF BUILDABLE AREA AND WERE WITH-IN ALLOWABLE LOT COVERAGE - - -- -- - . _ DWELLING NOTE 2 - PROPOSED SECOND FLOOR ADDITION TO BE DIRECTLY ABOVE THE EXISTING OVER BY m N USES PUBLIC WATER D of *I RUST PERMITTED FIRST FLOOR AREA = 13,246.25 s . ft. EES W o, q OWN OF SOUTHOLD > _ NOTE 3 - NEW SECOND STORY IS EXEMPT FROM TRUSTEES PERMIT AS PER CHAPTER o.304 ac. ��. �DATE. mom- s 20 W_ -� �d NOTES: ' a- 275-YAIJ °� • • T U �.J A W w 1 . ELEVATIONS ARE REFERENCED 0 N.A.V.D. 1988 M Ti J co EXISTING ELEVATIONS ARE SHOWN THUS: X p z pp LLI -� F-' ru tr 2. FLOOD ZONE INFORMATION TAKEN FROM: U W CO ' cc FLOOD INSURANCE RATE MAP No. 36103CO 176 H D RYW E LL CALCULATION: _ '' m = W (✓' U © Cn p U01 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED a 1) BASED ON:2 INCH RAINFALL ELEVATION = 6 (STORM WATER CALCULATION) ZONE X: AREA OF MINIMAL FLOOD HAZARD (2265)(2)/12(1.00)=337.5 CU.FT.VOLUME REQUIRED. TOTAL REQUIRED: 337.5 CU.FT. m - EXISTING WORK TQ REMAIN - ______ - EXISTING WORK TO BE REMOVED PROPOSE O x8 DRYWELLS-26412 CU.FT ,n ^ }2'56'DRYW EXISTING 2 ELLS 104 5 CU. FT. Q s TOTAL EXISTING/PROPOSED=368.62>337.5 THEREFORE O.K. Z w NEW FOUNDATION M%000 PSI E a - EXISTING 20 FRAME STUDS TO BE REPAIRED, SISTERED Z AND OR REPLACED ONCE EXPOSED. REPLACE INSULATION AND A" GYP. BOARD AS REQUIRED TO MAKE READY n' U ` - STUDS 16" O.C. � 2" GYP. ON SD "� NEW 2x4 WD. / LOTS: ■ ■ ■ Z INTERIOR. R-20 INSULATION BET. BUILD. C ® - NYS APPROVED SMOKE AND CARBON DETECTOR 27 L ■ 5 SCTI ■ 35 1 lc ■ '� ; -• ` �'" ' - 1/2" CDX SHEATHING, 15 POUND BUILDING PAPER do J EXTERIOR SIDING TO MATCH 00ST1NG; PAINT. APPLICA13LE SECTION 280.124 (NONCONFORMING LOTS)F D E C Pc2 - NEW ARE RATED PARTITIONA LOT: IRREGULAR. 1392 .25 S.F. (.30 ACRES) 2 2x4 PRESSURE TREATED PARTITIONS VAR 8 2t}�3 m - Q NEW 2x4 WD. STUDS 16" O.C. 1/2" GYP. ON WITH (2) LAYERS %" TYPE "X" GYP. BD. EA. SIDE 280■124 ( ) LOT LESS THAN 209000 S.F. CD INTERIOR BOTH SIDES SOUND W/ ACOUSTICAL INSULATION CEILING TO RECEIVE (2) LAYERS %" GYP. BD. PERMITTED LOT COVERAGE: REFER TO CHART THIS SHEET Board of ol T7own- tees DRAWING NUMBER: REQUIRED FRONT YARD: 35.0'9 EXISTING G 35.419 MOTE:�GARAGE ROOF SOFFIT OF 34.4' PERMITTED TO OBSTRUCT FRONT YARD: OJL 3 PT - NEW MOISTURE REPELLENT PARTITIONS REQUIRED SIDE YARDS: 10.0' & 15.0' 25.0' AGG EGATE, PROPOSED 12.2 15.0' 27.2' AGGREGA"1 O.I . _ " 2x4 PRESSURE TREATED BOT. PLATE WITH REQUIRED REAR YARD: 35.0' REQUIRED. 54■0' MISTING O.K. INTERIOR B STUDS SIDESiPT.BOTTOM PLATES N (1) LAYERS N" PAPERL ESS WATER REPELLENT BUILDING HEIGHT: EXISTING 1709 PROPOSED FROM FRONT AVERAGE GRADE: M AX, MELD 34,W TwO. RIDGE NOTE: FIRE RATING AS PER PLANS GYP. BOARD INTERIOR min �I ial 1 .ii LSI 5'di Ya.tII&, S!;AIrilBlo- I 'n#.^ ,x .widr.,.:. A. 'wis l.rwWati•lm . . ..,. DWELLING LOCKING COVER LL OUTLET PIPES TO LEACHING FF 12.93' TO GRADE POOLS TO BE SET AT SAME INVERT - VV saNTIL VENTILATION PIPE B CHAMBER Volume(gal) GRADE 11.0 GRADE 5%MAX FDR 20' • A '-P Sedwenmtion Chamber 397 C/0 GRADE 10.5 GRADE 10.6 BEYOND GALLEYS -tta •-Ba -1 Anaerobic Filtration Chamber 396 Aerobic Contact Filtration Chamber 181 IE8.7 %Rj,1SS0VER t, o K.'m..,Zw-ne• '"'�• Stom eChamber 90 IE9.1 4'S➢R 35 IE8.8 IE8.6 rE iRtxD.ATD>r1 Disinfection Chamber 6 PITCH 1/4'/FT HOX E8.3 4' DEEP "'"�,,,o°u„.:ma""`un.,, ;,.v=,..m.,e, ® �tsRyECT1pN Toml Volume 1069 8.4 CONCRETE LIFT PUMP CEN7 4' SDR 35 LEACHING a a.wm criiNDER arr�(Au GALLEYS x.�..t-aN,.�w.�rm BASEMENT PITCH 1/8'/FT LI J'� "x �' 4•INLET PIP WTLET PIPE SPECIFICATIONS WALL EL4.4 ro.rr„uc.r...xr -..w:. .wt•.N.a.mura...mrx� EL4.6 7 o�.na.m.,.as„a�.,ue„x=an.�s-T - A Anaerobic Media PP/PE Filliv Rate 32% 4'SDR 35_ 4u '° 4•� Bard T t,Aerabic Media PVC/PP/PE Fillin Rate IR PITCH 1/8'/FT 3'MIN Aerobic Media PP/PE FillingRate 55% 4XACT Blower 2.8 d. HEGW W9 UENT Tank I" SANITARY INVERTS DIET CD MR LIFT PUMP pin PVC/PP/PE NTS Q Access Covem PI.H,/Cast Iron 8".-11.04 (DI Disinfwmt( tioml) Chlorine Tablets 0' INTAKE 1'MIN 2'MAX RECIRCULATION PEE BAFFLE J O FLOW 1pEtdMG RYP (CLEANING OPENING) B SANDY LOAN WITH GRAVEL.(SY) FD1@im GRADE )�' POLYUMC 2V SAFETY PLAN VIEW 5•THICK TOP SLAB V MIN ' ��'� 1 aD'-I P1LYIDC 2V HD POLYLOX EW HD COVER P4�-ND HEAVY COVER CHIMNEY 20' PI 3MI7-M PS 3M7-C2n DLYLDK 24-SAFETY SCREEN "'� °' '' ' `'' MI' FUJI MAC100R BLOWER UNIT P4 3009 RP P.300-RP pPOLri�O�24-RISER PAN 24•MAN13LE MIN.a DIA I POLYLO(20'RISER PAI I�riIX 2C RISER P SDR 35 PIC PIPE OR mUN. LOVER POLYLm(2fY SAFETY PA 3008 _ _ PliOlm 1/8'PER Fr.Y01. �C PLUG 2'-0' P•30D9-SS (THREADED) SQUARE _ 6' CYLINDER OPTIONAL) V OPENING _:.11D®SAND WITH GRAVEL SP Q�• 1'-1' OARD TYPE ( ) CONTACT Mf]11A k CONCRETE BASE 1� CLEACNIIL T �•y �R/m- HEGW=05 PaR 16-tea _ ADAPTER ADAPTER DarN1 a OQN Alm GW E]P/.-0. '+ - '"''-�`' 11.0-WATER ENCOUNfERm 3 F I MIN i-GROUNOWA7FR y O'n 0 CIRCULATION 8.5'x 4.75'%4'DEEP LEACHING GALLEY •' 30 DEGREE FITTING 0 ASSEMBLY u WATER IN MDC SAND 108 S.F.SMEWALL AREA/GALLEY j 61-n� Q ad WITH GRAVEL(SP) NHS Y-1' 4'-Ir ® 4•_U• 1.CONCRETE 3,000 PSI H 2B DAYS 60 YE 2.REBAR TO BE ASTM A-615 GRADE 60 3.WELDED WIRE FABRIC ASTM A-105 NERD 4X CONTROL PANEL l7 Q A 4 TOP SLAB AND WALL ARE MONOLITHIC 1O MEDIA 13' LEACHING GALLEY FLOW GiO D�LET O CDND=UlTO FUJI ® TIM ASSEI&Y TEST HOLE DATA NTB "°ELECTRICAL SEVER LINE PRESSURE (TEST HOLE DUG BY SHAWN M. BARRON. M.S., CLEANOUT DETAIL TREATS v x 4'POSTS 6-12_22 '0 IDYL,�(err PROPDSS SECTION A-A VIEW SECTION B-B VIEW NTS iDNA� FUJI CLEAN CONTROL PANEL FUJI CENT OWTS - DWELLING ()4afy' OHEIECTRIClRVETOREMAIN NTs SUEDARIAIDM MAIN ELECTRICAL PANEL PANEL MODEL C DISCHARGE PUMP ADDRESL IOIO MAPLE TAME,FAST MARDN,H.Y. b USES PUBLIC WATER 4 CONTROL DISCHARGE PUMP SMI�}��] �d p 4'DEEP cH A - 1 EB 1 s H C� W 7 BLK SIZE AREA 13240 SF.[IR 0304 ACRES TOREMAPII � �y I � LEACHING GALLEYS SITE PLM BASED[N SURVEY FRDII WB I MUM LS DATED 629fM C e e y�xP //��.I uk W 24 DEEP EXPANSION �NATO EM�MVD I D+� 1 ` r LOT 61 0. V 0 GALLEYS TELEPHONE SERVICE RJII CB 2 4 AIR BLOWER 1RADA[E�� +�Q rF 1s e D _ • - ALL SURRI]N➢N LOTS VITNM ISO If SIDE NAVE PMUC VA19 WV IN SEE ko °� ., t r Ar t71i VACANT CB 3 TM ARE ED NIVIERFdtl M FEEL TAM PORE TAM IN SIZE CIRCUIT''''9_ j� �tl �,a�'V_• SiV ? e`d O �� SPECIFICATIONS BREAKER SITE BARS DAWN LAL0d( �J` 3 TO CONTROL PANEL MAP[f CLEAVES PMMT,SECTDN 3 LN 60 t ,.,1 �p•1AR„ 1 /" O, B ��<J X o ELECTRICAL PANEL_ I - - - J FILE k 469 FM JRE 14,1%6 yryi J er.D2 - 5 1 •PL/ EXCAVATION INSPECTION REQUIRED CB A-30 AMPS to- = HIGH WATER ALARM WOOD LANDING ::;'�(l ` 10 @ Ey,1 SHpJSR OR 1_ \ X FOR SANITARY SYSTEM VERIC13MM CONTROL PANEL LWN �C 1 B.9J G`NAt b F�'YyHD 5� (��2 G' E3Y HEALTH DEPARTMENT CHI-20 AMPS X 0. CB2- 15 AMPS J1.H1 ptiDP CB3-IS AMPS _ 'ONO .a _ SAUAR R WIRING DIAGRAM t�J �O FINISHED GRADE �O• STA I " SSA 1C" \ 6 r' 1 n J/ O POLYLOK 2D' . op �' "'" &O&T 60 ��-� n• BELGM(1D-OLN O DISTRIBUTION BOX SYSTEM REDIURDENTS . �i `:'9? \ 3?�� 1D� GRAV0. iJ.11 Or % DLG nalw°� 12.8Z x ➢VEILING V[IN 6 1dl GARIlAfE ERDDIER ;,.fix•:. \ X D S<A 0. E 1p'N,2A FROM OWTS TO LEACHING PRISED SEPTIC$YSTEN FTR 6 UM (u D FFFNL 0.3% - POOL _ (U I EA FUJI CENT 700(PIT US) '� Cy '':•: '<: ,Jq S 6 51��M IY CURB eumar:anuoux•nmN.ea. ADS ter 4 EA 4' 9 EFAMI4i fGALETS tTJ c' ""'�y�'•, \ y,Sp ]I2/,N EVERGREENS FILTER KUERIAL AIN 2• PROVIDE SPEED 6 � � $ .(r^1HIGHX 01RI0,CONMBAfR SUPPYNOS OOWfS FlLTER MATERIAL 2' LEVELER ON EACH OUTLET BLBlA16 EA 5.87 '';'. '.yt@ 10 TYPE 1 . + (D CO 170.43 `r0 DISTRIBUTION BOX SUFFOLK COUNT'DEPARTAENT OF HEALTH SERVICES .O PERMIT FOR APPROVAL OF CONSTRUCTION FOR A a O+ SINGLE FAMILY RESIDENCE ONLY S DWELLING LOT ss DATE 10l24/2022 H.S.REF R•22-1413 APP m-p USES PUBLIC WATER Y O FOR MAXIMUM OF 6 BEDROOTAS YY SAWARYI TB EXPIRESTHREE YEARS FROM DATE OFAPPROVAL aba m�aaab�D a a ,.a.rd-y anger must ee 0 0 LEGEND L THE OVIS DL LLER M IM M UIDMSDB1IT TR[14 THE SUAM @DI Y DEPMTMFM OF LEALEL memm wm na DePadmema eAaaemea s. ��. Z M OEM MRATDIN AND MAMTENALEE NUT lETT O THE NAMIEhERIMCE PRAM AIL➢THE sat.an eompabd ram vArn weD as weeN lP-%iECAST LEACIMLG Pln MALL BE PRDVIDED III TIE SCH Ep-WNUN LDm PaL aMSIMTOBEZFVMN-NaBETRAP 11STALLED SCDHSAPPROVAL Co-C 4.MITRE SAS SHALL BE RDUMDACM REIIALTD M SAND AHD(RAVEL,LSP OR SO PfAMN A TIEIfE-F®T MLLAR Michael Mapes,P.E. MIT-FUN Fu CENY 1W 0SEOF NF1yy, 163 PENINSULA PATH DaS� EK[D1➢!E DM MTO A LMDIII(SD(-M STRATA IF ACCEPTARE SANG AND(RAVEL MMDRRI IX[AVLIIN�P1N TO BE EL 3D, yt?a'cL D.wp°per RIVERHEAD,N.Y 11901 �+ -WM D(VATER SERVICE S 11TIIRACO SIWLL NOTOT'EffiIDED(AT LEAST DYE VE Y M ADVANI OF SYSTEM DETALLATIM AN➢STARTUP, . J rN )F PHONE 631369.2170 30 1 20 1 10 1 0 1 O 20 30 `� -E -0(TIM ETECTRIC SERVICE G.ALL IlTMS ZU BE 5 MDI➢4M FRIN SMDTARY z)LX'-EIDS101G SPOT EIiVATIQI 1.SADLITARY COVERS LESS T1NN 60 LDS YU1 HAVE SATETY LIDlCOVER r 1010 MAPLE LANE SCALE:1"=20' Ui-Pmo m ETFVATUN B DaSIMG VATER MY AND UVEAEAD ELETRIC TO REM DaSTMG SANITARY TO BE REMOVED A�,m`05�01 SZE PROPOSED SANITARY PLAN E DV-DRYWEIL 9.ALL EXISTN SIRUCTRURES AND D1ffRDVDENTS TO ME,MUSED SEC[[1D SURY ADDED ID K ADDED WFESSp�\ D DRAW a NUMBER 3-DISTREM 13 DATE 8-23-2022 1sr.IE,r-ar Isexr 1 s t SURVEY OF LOT 60 6p•92 MAP OF ' CLEAVES POINT, SECTION 3 LOT of �0. �� FILE No. 4650 FILED JUNE 14, 1966 S WV p'' E vNE vR 0 BELG�uM BL ��' c� o v�. I SI T UA TE �j 'C� EAST MARI ON TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK vr000 LANDING t�= N �NCp ' G /�' S.C. TAX No. 1000-35-05-27 1. N �4G A1F9�tv o S� r / o � vrpp0 �5 ��rr SCALE 1 "=30' oy� `� o °� Stoll N°usE °024:2 pA JANUARY 20, 2020 wOStF°ps 14-4 N AM�0�0 / 6' �Oa BOAT TION POWER o GPaA' �c AAi' 00 STA6� LOT 60 �� // gp�iLIM BLOCK CURE '0 �/ • ��. 0 329 q'a; 2t 2 GRAVEL 0.. A 7 9� HIGH WATER ALONG y100D w DRIVEWAY WOOD BULKHEAD S� pP` �` CURB t,0'N.2.0'E 0. ?9 wo°oS rd�r° 5 SW IN a mop BLOCK � �uRB o.3N AREA = 13,246.25 sq. ft. SC RB O.BN 0.304 QC. c o G FE, 1.2 N ^' LINE OF EVERGREENS it 0 � 170•43 O LOT 69 •00 16'40" W J S O )' NOTE, LOCATIONS AND EXISTENCE OF ANY 1 SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. I TFiS SURVEY IS SUBJECr TO ANY EASEMENT METES AND BOUNDS SURVEYING W RECORD T AND ANY OTHER PERRNESE FACTS WHICH A TRIE SEARCH MIGM LNSCIASE 53 PROBST DRIVE "uNAurHDRaW ALTERATION OR ADDITION TO A ,+ suRYEY MAP BEARntO A UCENSW LAND SURVEYORS SHIRLEY, NY 11967 SEA.IS A YIOIATIINL of ARRCI.E tsy4,sECl1ON PHONE (516) 972-5812 'W2 13S N8DLFVWWON 2 OF THE HEw rest srATE Surveydude@optonline.net "Copies from the original of this survey map not marked with an original of the tend surveyors Inked seal or his embossed seal CONC. MON FOUND w'.•_, LOTS: 27 BLOCK: 05 SECTION: 35 DISTRICT: 1000 shall not be considered a valid true copy.* i; ,l,•;% "Certification indicated hereon signify that MAP OF: CLEAVES POINT, SECTION 3 this survey was prepared in accordance with �� UTILITY POLE i the eldsting Code of Practice for Land Surveys adopPted by the New York State Association of Profeesionot Land Surveyors. Said WV WATER VALVE SITUATED AT: EAST MARION certifications shall run only to the person TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his L1 I behalf to the Utle comppaany, governmental ogenry and lending.institution. v� WATER METER LAWRENCE IGNAZIO SCAVELLI cc one are not transferable to IRENE VAGNINI SCAVELLI additional institutions or subsequent owners." CERTIFIED LAMP POST TO C INCORPORATED INSURANCE COMPANY JOB NO.: 20-114 DATE: JANUARY 20, 2020 f"� n/] DWELLING �� C 2 U L� USES PUBLIC WATER '' SURVEY OF -mot A 60.92 0 EC 2 1 2023 �� LOT 60 • r. CLEAVES MAP OF t�1Fc>>lc ,, POINT, SECTION 3 E � aor 61 ae v' FILE No. 4650 FILED JUNE 14 1966 O t�, tl� viv • O° DTI G A.;1 E: a.p r a ' 1°5 va SITUATE N 7 \>z'f r z �cwNs a v'• VACANT ��r� D E)OSTING a �,� EAST MARION 1z W. � � , � ��' TOWN OF SOUTHOLD 0+ z�T � 4J\ YIODO, ,.(\,D�° � /a C'�`S\fa °FY- Y• y.:il F 'e SUFFOLK COUNTY, NEW YORK WOOD LANDNc '_:::: °mow ` ��`, NJ\ / \ x1P� S.C. TAX No. 1 000-35-05-27 ,.4T1 =" DES \\ \ .3 a F1+.- D ► r 4 O '•'__4 / �� nats� �t � 'g/ `.v=o- �s SCALE 1"=30' JANUARY 20, 2020 DECEMBER 10 2021 ADD ELEVATIONS 90AT POYIER . 00 FLOOD ZONES SETBACKS v.._(� O° -`:':.. STAMM Sb�\` \; O►S\,�,y5 a. L /�iP' v� � , a . .?�Z,�__-'.}0..., LOT 60 �'12d � Y'T\. x e°-D"" •0 JANUARY 8, 2022 ADD CONTOURS, �/' 1T� �.. :'G y,;. B.ffi \ 32g �`- U ��.^.� Y NAY. J.LU O.i !/ X >z� >z6z JUNE 29, 2022 STAKE PROPERTY LINES w' i Oar 'O`'•:. / 4... F'E,ION.20•E / wodDss M I +r cone o3N LOCATE TEST HOLE 1Q.72 n e'DE8 JULY 12, 2022 ADD PROPOSED �C HIGH WATER ALONG __ ` uHE OCTOBER 27, 2022 REVISE AREA 14D0DBUUOWAD S LOT COVERAGE DECEMBER 1, 2023 FINAL SURVEY 0 170.43 O HOUSE — 2,264 SF LOT DECK — 356 SF AREA (DEED) = 13,246.25 sq. ft. O sa •0 O, STOOPS— 29 SF 0.304 ac. °�6'40,E W 2,sasTOTAL as.is 49�1s 5 82 AREA (BULKHEAD) = 12,460.35 sq. ft. DWELLING 0.286 cc. USES PUBLIC WATER O�� _ NOTES` 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: X 2. FLOOD ZONE INFORMATION TAKEN FROM: ' SEPTIC SYSTEM TIE MEASUREMENTS 2. FLOOD INSURANCE RATE MAP No. 36103CO176 H -- HOUSE HOUSE ZONE AE: BASE FLOOD ELEVATIONS DETERMINED CORNER A CORNER B ELEVATION = 6 NOTE LOCATIONS AND EASTENCE OF ANY SEPTIC ZONE X: AREA OF MINIMAL FLOOD HAZARD SUBSURFACE UMMES AND/OR S1RUMRES TANK 16' 41' NOT READILY VISIBLE,ARE NOT CERMM �X RIBUTIO 21' LEGEND:47 METES AND BOUNDS SURVEYING AM LEACHING GALLEY 1 24' 62' 53 PROBST DRIVE v UITHOR o ALYeutox aR AOa1gN r°A SLIAYF'YAP BEV910.A llmi4'D L.M SWYLYOWS • STAKE SET SHIRLEY, NY 11967 SM Is A VIOUVW or ARMILE 134,sm1a1 G y 2 20' S4' PHONE (516) 972-5812 mM00aumN M61 Z OF�I°V=� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES • NAIL SET surveydude®Dptonline.net •copra.from the odgiml m Orb survey mop APPROVAL OF CONSTRUCTED WORKS FOR TEST HOLE original of the lava LEACHING 1pr'na+++'+:+u, rat marked whh an GALLEY 3 31, 67' ASINGLE FAMILY RESIDENCE 01 V. NE / LOTS: 27 BLOCK: 05 SECTION: 35 DISTRICT: 1000 en'vorn oat to conskleree a wild tris ue deoageol `"`1j11 ...... Y,' •GrOncoBoa indicated hereon signify LEACHING 1=1=2J R-22.1413 QV'O• CONC. MON FOUND MAP OF: CLEAVES POINT, SECTION 3 this survey woe prepared In accordance with Date H.S.Ref.No. GALLEY 4 29' 80' @'• V,q Cej� the emoting Code of Praatica for Land Surveys :( adopptteeddthe I ` .'= Pmfees %Land Survs as. Association of rUTF.: The sewage disposal and water supply facilities at this location have been _ "; 'y•+•- UTILITY POLE uNS Ins h;. _ �� SITUATED AT: EAST MARION for whom .non run any to the person ANSION 5 30.7' 70.7' petted and/or cert fed by this Depart ent or other agendes and found °k:• f v, > LY 3 for whom tlro survey Is prepared,and on his to be satisfactory FO AMAXIMUM OF a BEDROOMS. �.�•; ��ti ^'� �O TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the OBe coinporry,govemmsntw AN910N 6 WATER VALVE age cy and IendNg Insl WBom 36.1' 74.8' s r;• S LAWRENCE IGNAZIO SCAVEW C9—tuff Done an not transferable to ?_': oddnional ImbTutiona or eubaepuerd ovnere.• IRENE VAGNINI SCAVEW CRAIG ER, .,9HI F ��'''�.,,E°••°r�0 a WATER METER CERTIFIED IED FIRST M RI AN nn INSURANCE COMPANY JOB NO.: 20-114H ` Office of wastewater Management '+r+rr+l,i;,rr1•r:.+"` LAMP POST DATE: DECEMBER 1, 2023 McCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATU JOB NO. (631) 765-5815 FAX (631) 765-5816 TTENTION TO d RE: (1 1C) IDalaVe WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIESDATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. McCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATE � � � �/� JOB NO. (631) 765-5815 FAX (631) 765-5816 ATTE N �1YJ1� TO I-1��/'/� � W( �s62 P, b RE: e a� 010 D ie uA&e t i CCEn - N WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIESDATE NO. DESCRIPTION -d THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 41 e I?0 TyO�D COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. McCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATE 10 a / y JOB NO. (631) 765-5815 FAX (631) 765-5816 ATTENTION �7( (-/[` TO I �0'n �� 0 L� RE: Nov 1 0 2022 rep-0 D cat WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ I COPIES • DESCRIPTION v ► lCY,� e� THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. WCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL' 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 " DATE /1 JOB NO. (631) 765-5815 FAX (631) 765-5816 ATTENTIO /. TO • \(1,V ��V� f1 RE: MO o WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints Plans ❑ Samples ❑ Specifications i ❑ Copy of letter ❑ Change order ❑ COPIESDATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. McCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL ' 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 �� ' DATE JOB NO. (631) 765-58 fo V1,5t ,FAX (631) 765-5816 ATTENTIOVMAI TO \ "W RE: lie- WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES • DESCRIPTION 43 L ( �'�C I 11 / IL9 MAN 2 4 023 THESE ARE TRANSMITTED as checked below: iCyWV0FS0UjHrj D ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. WCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL , 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 1 DATE d' JOB NO. (631) 765 5815 FAX (631)L75-5816 /� ) ATTENTION (�+�TO RE: / ?Q V 4 ; l c - r WE ARE SENDING YOU 12 Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications= 1 ❑ Copy of letter ❑ Change order ❑ i COPIESDATE NO. DESCRIPTION ivIOnS 1 .�3 lip- THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS , ` N r%"I - COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. U ° E .. Q Z � Q x Q Cr Jm Z ZF NEW LV D L BEAM-DROP GIR ('�-',DER � � LL pp ,-I¢ G u FLOOR CONSTRUCTION '7j R-L U� 1 y C x V o NEW 6ALVANIZED STEEL -.` 4-- _._ - -w„ _ _ - - __ _ .. _ I J w U-BRACKET SIMPSON COLUMN ,-�. .,•1..--..� •�':� *0.� ~,� ',�" - :•,_ �. (� Iu ' 111ELDED TO PIPE-SIZE AS �` ^-� •.s.` ..� :- - ` C�l-�i C.-4-��'� IG+v ? A-rC.CaCt} \.;J 3 REQUIRED FOR NEW LVL BEAM - ,� - -ls�� ':.- s, 4-•;: C�.� �:�� '• � J POCKET-W.F. ;� �, ? `.._ ; � �-�" :,.., � 3'� `.t 3 I/2'DIAMETER PIPE COLUMN �N.iwn SET IN NEN SPREAD FOOTING ` _ `•� -':�* TMNSORh%INDOW-23 GOL. TO BEAM DETAIL �cMDR APPROVED BY u z -� INSfALL3x10 RR INSTALL7x10RR PFOPOSEG 9A'H @ lE O.0 h=l O.0 STAIR COMPLIANCE: t. \ INSTALL,D.C. I NSTALL1x10RR / :. Y �\ �I BOARD OF -j RUSTEES W o NEW STAIR SHALL COMPLY WITH SECTION R311.5 3 CL OF THE RESIDENTIAL BUILDING CODE OF NYS i ® ?�=R I NOTE:AAICACCFSSSHAUBE \q a� TOY1I1 y ®V' SOUTHOL® 0 w MAX.RISE 8}'®'MAX BETWEEN SMALLEST AND LARGEST RISERS) \ INSyArf}artTED TOPTHE IEVELOFTNE PROPOSE(BEDROOM ti MIN.TREAD 9 "FROM NOSING TO NOSING I suRftoLINDIN AREAS AS PER y'O \ / �.L� NLU (SMALLEST AND LARGEST TREAD) - \ iWAECCCOFTHENYSR40LL4 NOSING}°MIN. 1}°MAX. (5°REINFORCED PAD UST RISER) / Ir-,I \ DATE �_ z / II II INSTd Lh10 C85 16'O.G ,`� �/` � 0 1 f�JLL DOW�L � V CLOSET .J � L.LI ute Lu Cr- Q ow_ __ ___ __ 'NSA'',ML:.'M:4'�'J:,`A�yJOE QO$ -—_— _ INS A:_M!: '.'VI.DGZ ABOVE - -—_ IY-AL!4I 3•.'G' ;,�,�A3CV' - J J U Qa c m PROP SED rROxQM I \�. ,0� 4�`; � �� CQ \ o G - I `\ / INSTALLbIO 161O.0 O /. W J T PROPOSED CLOSET =\ C) / I PROPO�EDB o ATHROOM / OPEN TO BELOW IN LL210 RROC ul I o /INSTALL h10 �I INSTALL2x1O / C B PROPOSED EDROOM I - pR / IN 2x10 RR INST 30 R 1 Im o 6'O.0 \ 6'D.0 TALL 2 INS@16,10 AR I @fi OCftR 1\;•!�t-' a:•2I:�A9!'AA _ —_ _ .v,v.+e xm+wvc,otim @1fi�0.0 LU Cl-ad C IZ � O C I ��rnr.o.m texx.0 Q Of W W 13'-3° 2'-0 3'-0° 13'-7° 5'-0° 10'-0' a > � > < Y= Z= LuLL ----- ; ti.,. Ur <� wz aj w ¢> } w0 2W In Su I Of NEW 2,6 '°o" oaox Q RAFTERS71 z Q Z I —Tr—_Tr L————— ;I�r z 63s� [� EXISTING RAFTER BEAMS TO REMAIN EXISTING RAFTER BEAMS TO REMAIN oy9y0 lQ -' -- `-'UPLIFT CONNECTOR DETAIL m i J`.Y:! > 9V38 Ys•.f4 1 O PROPOSED SECOND FLOOR i rfT-" DRAWING NNYBOt Scale: 1/4' 1'-0° NEW ARCHITECTURAL ROOF SHINGLES AS PER OWNERS APPROVAL INSTALL ATTIC VENT NEW CORBELS AS PER OWNERS APPROVAL A.A WRAPPED SOFFIT DETAIL(TYPICAL) INSTALL U NEW PREFABRICATED EYEBROW d EE R ��`F.a'("�T �— NEW AID(WAAPPED SOFFR DETAIL(TYPICAL) � ti � dy`O'A �Vd� )S"' `ice JJ uFlr.Mcm etSU a Q Z 0 �1 CE CE �Q V^ NEW BOARD AND BATTEN STYLE SIDING AS 1 z m z PEROWNERS APPROVAL ITYPICAI)AT HIGH NEW FAME RETURNS(TYPICAL) o =Z POINTS AS SHOWN rn FO 1 zaxza z4xz4 z. 9 NEW EAVE RETURNS(TYPICAL) - z x v C, NEW SIDING AS PER OWNERS APPROVAL NEW BOARD AND BATTEN STYL SIDING AS 3 (TYPICAL) PER OWNERS APPROVAL(TYPICAL)AT HIGH U Z c � NEW AZIXTW POINTS AS SHOWNM FOR DOORS MOCK �� UP REQUIRED FOR OWNERS APPROVAL FWG8068R iW 432 2 32 a (TYPICALFORALLNEWCASIM - 7_S FWG8068R // FWG8068R // L7 n NEW BALCONY WITH-IN PROPOSED ROOF NEW FLUSH WALL MOUNTED RAILING 9 M1 o NEW ROOF OVER EXISTING WOOD DECK I NEW STRUCTURALAZEK COLUMNS(TYPICAL) GALV.STEEL LOLLY W/HB.G WRAP 3268R = I�� / REPLACE W FWG8068R V z FIXED Ely FIXED ELS IN-qND NEW SIIDDIING AS PEROWNERS APPROVAL 7 (TYPI EXISTING DECK WALL STRUCTURE TO RENTAL / 3o LW DIRECTREPIALE FAZING/ DI ECT REPLAC GLAZING Q CL EXISTING GRADE STING GRADE LL O W n?rxl uaisT:r, m o�,xvU._u I..V z ID EXISTING STEPS TO REMAIN PAD OUT EXISTING FACAOEAS SHOWN AND INSTALL SAVE RETURNS CENTER PICTURE WINDOWTO O REMAIN REMOVEAND REPLACE (2)21x SO°DOUBLE HUNG SIDE '� �--' LI..1 1 PROPOSED REAR ELEVATION OUGHING NEDSRNG __I O WJ > Iw'-' W WINDOW NOTES: U ¢ Ca ALL WINDOWS SHALL RAVE INSULATING GLASS,OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL ANY SIZES C INDICATED ON PLANS ARE NOMINAL ONLY.BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE WINDOW W O MANUFACTURER TO DETERMINE EXACT SIZE,ROUGH OPENING,ETC.AT LEAST ONE WINDOW FROM EACH BEDROOM SHALL HAVE A NET CLEAR OPENING OF S.7 S.F(GRADE FLOOR 5.0 S.F)W/A NET HEIGHT OF 24°,A NET CLEAR OPENING 2 OF 20°AND A SILL HEIGHT OF 44°OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES.GLAZING IN DOORS AND FIXED NEW AZFK TRM FOR ALL WINDOWS MOCK GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN 18°OF THE FLOOR SHALL BE TEMPERED GLAZING AS UP REQUIRED FOR OWNERS APPROVAL PER IBC,BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES (TYPICAL FOR ALL NEW CASINGS) NEW ARCHTTMRAL ROOF SHINGLES } m VENTED AS PER OWNERS APPROVAL ET3 tV ros Q N NEW BOARD AND BATTEN STYLE SIDING AS Tn d d > PEROWNERSAPPROVAL(tYPICAL)AT HIGH W _ Of d ZD Lu POINTS AS SHOWN Q¢ C] SKIRT ROOF DETAIL NEW EAVE RETURNS(TYPICAL) WOOD GHT DOUBLE HUNG 3 W 7i } m LLI oZ mZ F— > WITH 3'MOLDED EXTERIOR o Y U Z U F o SCALE:3/4'a I'-0° NEW METAL ROOFING TRIM KITo U <r- W� IN y W>- Q> W a3 NEW(2I COSMETIC DORMERS AS SHOWN NEWGUTTFRS AND LEADERS CW146 CW145 CW14R NEW BALCONY a 2 4 2 2 w co o UC7 C7 Cnw C] EXTENDED GABLE 1Z'(SEE FRONT ELEVATION < :P 0 S m INSTALL 16'COSMETIC ROOF AS SHOWN-4 A♦� Z Q PATIO DOORS TO BE Q NEWSIDING AS PEROWNERS APPROVAL CW145 CW145 // // 200 SERIES z Z (TYPICAL) EE ®®®®®® x NARROWNNf BY 3 .TKO 01 -� ANDERSEN c = ¢ z NEW STRUCTURALAZEK COLUMNS(TYPICAL) a 3 0 EXISTING GRADE STING GRADE �3Fi 41 NEW WROUGHT IRON RAILINGS INSTALL 1fi'COSMEDC ROOF --" ----i `^ '� i; m AS SHOWN NEW ROOF OVER EXISTING WOOF DECK f-',S; LL- NATURAL CEDAR PERFECTION SIDING AS PER OWNERS APPROVAL(IYPICAU AT ALL SIDES ��:R� j•� fjI DRAWING NUMBER-. PROPOSED SIDE ELEVATION �� AUG 1 ?",13 " OA-8 SoLTtl;eld iGeviT P,aELT OT t•uslees ____( PROJ ECT TITLE: THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED USING THE THE scavELLI RESIDENCE 2020 NEW YORK STATE RESIDENTIAL CODE +�+ m E EFFECTIVE AS OF MAY 12TH, 2020 PROJECT ADDRESS: a o= � NORTH a ° R ALTERATIONS TO: J=Z �e 1010 MAPLE LANE-GREENPORT NY ~o DWELLING 3 m r _Q �LL NEW FIRST FLOOR ALTERATIONS W/NEW usEs PUBLIC WATER eilGABY TCH I LI NG U I RIAN, R.A. ARCH ITECT P.C. 3 18 M ITCH ELL ROAD-WESTHAM PTO N BEACH - NY 11978 SECOND FLOOR DORMER AS PER PLANS 011 92' 3g Office-(515) 297-6917 EXISTING NINE SUPPORTING CONCRETE PIERS www.NYarchitectGT.com NYarchitectGT@Gmail.com TO REMAIN UNHARMED BENEATH EXISTING LOTcN DECK-TWO NEW FOOTINGS SHALL BE O BL°cK INSTALLED d/��ELGYUM %BSA, �cT VACANT c' °f EJERGRE� Wp0 T °, 8�52 °W�iJP`k>Y,.� 3,91 � /�j EXISTING �O 00 O �./ LOT COVERAGE INFORMATION �� W° - WATER RVI 4, �� ';j �b SE I ti Z I- 0 O LLJ 0 EXISTING PROPOSED TOTAL a �' ' NEWSHEDROOFOVER x10.69 �2 `� p z WOOD LANDING ::.�,.. a^ �„.0 NDR 1 EIRSTINGWOOD DEIX .�t,®`- 1.4'N '::`.:,( �ji r� 3. [] W DWELLING 2,250.62 - 2,250.62 PROPOSED ITARY 7 EXISTING 1 STORY 1 T. pAW SYSTEM REFS 0 Lu ~ W FRAMEDWEWNG .. 0�9i ''LyiQ:r� Ai "�"'�� 5" O M ` SCDHSAPPROV z DECKS 554.7 S.F. 353.7 S.F. 353.7 S.F. 2 eye _{:;::::..':a- �.% HOUSEg1010 2 x �` j CC z C7 n� ..: L q\ 60 B.B.Q°B t �ti OpS �. '+' 0 1 - - TOTAL 2,805.32 S.F. - 2,604.32 S.F. `�/ v'� '. BOAT EVER SSEpS r "s r 1 TA1 $9�p 4 p O �I p: W sTfi Ol % - m.�„ 1 P� _ EXISiI :UR CURB J Q Z EXISTING � Q z BELGIUM BLOC O Lu L '��+V'+ P `"d \9 O9 ,: a 3z5 a Z� DRIVEL .1�11 �+ W ALLOWABLE PERMITTED PROPOSED Y ' " Y "i�L. 9.b5 '1..1 SZ O' y�} SL W �O+ a - Pj WOOD FENCE FE + O ::%:i: ?. 3 W°° ,,tA-2O=5- N N BELG UM BLOLK LURB CURB 0.3'N Q d LOT AREA 13,246.25 20% 2,649.25 2,604.32 S.F. 2,604.32 S.F. si ��':.5. -�- BL o L�RB, z ' - j� �U�1 CQ --- - --- - BUILDABLE AREA 12,460.35 20% 2,492.07 - f -- c- 9 9.6X 9E' 2N LINE OF EVERGREENS v G (/'�y HIGH WATER ALONG '$'�� LLJ O rH WOOD BULKHEAD 5.dz 'LO � �O T a1 NG DECK TOBEAEMOV 1� - O 0 OBEED '1 70.43 OLOT 59 - •(90+ _- .CVO-T-E1 EXISTING-PERMITTED IMPROVEMENTS WERE APPROVED PRIOR TO-PRESENT------ _--_-_-_ 016 40 W - - =-DEFINITION OF BUILDABLE AREA"AND WERE WITH-IN ALLOWABLE LOT COVERAGE S g2 DWELLING _ = NOTE 2-PROPOSED-SECOND FLOOR ADDITION.TO BE DIRECTLY ABOVE THE EXISTING m - - - US PUBLIC WATER PERMITTED FIRST FLOOR - ES UBLI WA R �,, W m AREA = 13,246.25. sq. ff. _ �0 - --- NOTE 3-NEW SECOND STORY IS EXEMPT FROM TRUSTEES PERMIT AS PER CHAPTER 0.304 ac. ----- - 275-YA1J -- NOTES: - O� ¢ LU o 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ot5 _j Co -- -- - EXISTING ELEVATIONS ARE SHOWN THUS: - - - - W 00 2. FLOOD ZONE INFORMATION TAKEN FROM: �y YY U Lu LEGEND O F MATERIALS FLOOD INSURANCE RATE MAP No. 36103C0176 H -- DRYWELL CALCULATION: ' =m �m =� 46 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 1)BASED ON:2 INCH RAINFALL ELEVATION = 6 �� (STORM WATER CALCULATION) ZONE X: AREA OF MINIMAL FLOOD HAZARD TOTA(REQUIRED:33.5 C375 CU.FT.vowME REQUIRED. TOTAL REQUIRED:337.5 CU.FT. � ______-EXISTING WORK TO BE REMOVED -IXISTING WORK TO REMAIN EXISTING(2)4'x6'DRYWELLS=104.5 CU.FT. V PLOT PIIII.AN TOTALPROP EXISTING/PROPOSED 368.62>337 FT. TOTAL EXISTING/PROPOSED=368.62>337.5 THEREFORE O.K. Z Q .•j!:;1_NEW FOUNDATION 65%-PSI E - SCALE:11'=1& -EXISTING 20 FRAME STUDS TO BE REPAIRED,SISTERED Q Y AND OR REPLACED ONCE EXPOSED.REPLACE INSULATION =t Q 4 ,AND A2-GYP. BOARD AS REQUIRED TO MAKE READY -NEW 2x4 W-STUDS 16"O.C.1/2B GYP.ON SD® ZONING INFORMATION Z ,INTERIOR. D. INSULATION BET.TILTED. C - NYS APPROVED SMOKE AND CARBON DETECTOR LOTS: 27 BLOCK: 05 SECTION: 35 DISTRICT: 1000 ZONE: R40 1/2-COX SHEATHING,15 POUND BUILDING PAPER k EXTERIOR SIDING TO MATCH EXISTING;PAINT. F APPLICABLE SECTION 280.124(NONCONFORMING LOTS) 2 NEW FIRE RATED PARTITION °A°LOT: IRREGULAR: 13,246.25 S.F. (.30 ACRES) 20 PRESSURE TREATED PARTITIONS 280.124(B) LOT LESS THAN 20 000 S.F. 0-NEW 2.4 WD.STUDS 16'O.C.1/2'GYP,ON WITH(2)LAYERS%-TYPE Y GYP. BD.FA.SIDE INTERIOR BOTH SIDES SOUND W/ACOUSTICAL INSULATION COUNG TO RECEIVE(2)LAYERS%'GYP. BD. PERMITTED LOT COVERAGE:REFER TO CHART THIS SHEET DRAWING NUMBER: REQUIRED FRONT YARD:35.0',EXISTING 35.4',NOTE:GARAGE ROOF SOFFIT OF 34.4'PERMITTED TO OBSTRUCT FRONT YARD:O.K. NEW MOISTURE REPELLENT PARTITIONS REQUIRED SIDE YARDS:10.0'&15.0'25.0'AGGREGATE,PROPOSED 12.2'&15.0' 27.2'AGGREGATE O.K. -NEW 2.4 WD.STUDS 16'O.C.1/2'GYP.ON 2x4 PRESSURE TREATED BOT.PLATE WITH REQUIRED REAR YARD:35.&REQUIRED.54.0'EXISTING O.K. INTERIOR BOTH SIDES PT.BOTTOM PLATES (1)LAYERS Y2-PAPERLESS WATER REPELLENT BUILDING HEIGHT:EXISTING 17.0',PROPOSED FROM FRONT AVERAGE GRADE:MAX.HELD 34.0'7.0.RIDGE NOTE FIRE RATING AS PER PLANS GYP.BOARD INTERIOR A- 1 49'-2° CJ 9'-6° 17'-3° 420'-7° a E QzUQ 6.o EXISTING PLANTER TO REMAIN / / \ =z =n LL-------------J EX15TING I Fes— // WOOD DECK EXISTING (( TO BE REMOVED 5 NI ROOM WOOD DECK � I �- --- -� IX15T1NG W - EX15TING II I TOILET °i ROOM II I NIS INING EX15TING �I� IX15TING z o KITCHEN BEDROOM G.C.TO VERIFY LOCATION OF ALL BELOW GROUND UTILITY UN ES PRIOR TO THE DEMOLITION OF ANY BELOW GRADE EKCAVATIONS INCLUDING BUT NOT LIMITED TO GAS,ELECTRIC,SPRINKLER AND WATER LINES. w O .1 �- EX15TING DEMOLITION PERFORMANCE DISCLAIMER: o W LET THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS PERFORMED.THE CONTRACTOR AND HIS SUB CONTRACTORS w (N = EXS NG ITIR Ll SHALL REMOVE AND/OR PERFORM ANY AND ALL DEMOLITION INA PROFESSIONAL MANOR IN ACCORDANCE TO'GOOD GENERAL PRACTICES°SHOULDIN THE EVENTSTRUCTIIRAL z o _ P% DAMAGE OCCUR DURING PERFORMING DEMOLITION PROCEDURES,THE G.C.SHALLSTOP WORK IMMEDIATELY,TEMPORALLY STABILIZE AND CONTACT THE ARCHITECT IMMEDIATELY Q FOR RESOLUTION. CL J W z �r 4 CL CL - U.J DEMIXISTIONG ❑ EX15TING HALLWAY W _I T N J W M r FIREPLACE L --. EXIST 4 VENT STACK ¢ a III; -- EXISTING LVNGROOM - III _ W � CL ROOF LEVEL i EXISTING j� LICENSED PLUMBER TO SIZE AND CL I I` BEDROOM DETAIL ALLWATFRANDWASTEAS o BEDROOM PER CODE.DRAWING FOR — PROPOSED MASTER BATHROOM - PROPOSED BATHROOM SCHEMATIC PURPOSES. 0 z-- N -- - - FOYER ;'� -- - -- %_ _ -- ---_— i - T______lTOILET - �—I -TOI LAV..13 --_ TUB SHOWER DSTING 5TOOP- --. -. - - -- --- ------- _ :---- -------- -------- - N _ FIJISECOND FLOOR - 3' 3- 2' -. m _ - TO BE REMOVED 4.�Zm m:j-_--- EXOTING5TIR EXISTING ATHHR_OOM EXISTING BATHROOM o w IAT (RENOVATE) a~_Uo ------tr---I- T- I' �-- ------------LI------ d zd 1 - 11 i EXISTING KITCHEN CL SINK !! I LAV. !TOILET TOILET LAV. - !! 1 TO BE RENOVATED z Q LLI`� w 1TUB - 'REPLACE TUB SINK DW E, 0 j-CaA J re U 6'-5' 10'-0" 24" 12'-7" II WITH SHOWER II I• Y' W 7 [O o W/ 7�,' 11 1}° 11 FIRST FLOOR Y= Z x f-o _ 11 p 13• 3• 2• 11 ________ _ U r 9 W LL UJI --- -- -- --- -- - - -- - 32'-8" ---- n 4• .4. 4• - a' n =} �> _� - 4'FAT. EX15TING GARAGE - - - -FOUNDATION-BASEMENT LEVEL........ _ m - N Q C.O. U z &TO SETRAP Q YSTEM ZQ HOUSE DRAINCD Z u 8N PLUMBING RISER DIAGRAM 24'-2' = as NTS } m Q C7 O EXISTING FIRST FLOOR/DEMO PLAN DRAWING NUMBER: Scale:.1/4"= 1'-0" A-2 EXISTWGCONIXETE PIERS TO REMAIN NOTCHED EXTERIOR LUMBER NOTE: 49 3" No ° �GER 9'-5" 16`-5" 20'-4° a: Eo ALL EXTERIOR LUMBER TO BE PRESSURE TREATED TYPE NOTE: TWO NEW FOOTINGSTO BE INSTALLED U m ALL FASTENERS FOR PRESSURE TREATED WOOD ARETO BE HOT SEE FOOTING DETAIL•4•THISSHEEf Y E DIPPED GALVANIZED OR STAINLESS STEEL AS PERR319.3. 0(LSTNGNINEsupPORTING[ONCRETEPIERs _ _ TO REMAIN UNHARMED BENEATH EXISTING / -- \\\ U } SWPSON W.RCASE AN GI£TAIOI BOTH SIDES DECK /�/�/ / 6 TWO NEW FOOTINGSSHALL BE INSTALLED i/�GApEAUNN,pQ3T` pEd'Sp `� \\\ Q v u DETAIL @ STRINGER ,L r------- --------------- \\�'ShpvEMN. 3 Er$tpeE SGTE NIS /H------------- EXISTINGPLANTERSABOVETOREMAIN - II 'S i EXLSTINGCONCRETE \\ C E=.X Z Z �� I/II II---------------------------I r�A cq� PIERS TOREMAIN ` \ ru slMPsoN AOJusrAeI-E 11 �-- -7ph� IXLSTINGGIRDER EXISTING GIRDER 2 °� PINT JOIST OR STRINGER CONNECTOR II OD �--I Q y W IS.MY.HITI UPLIFT CUP OLCS „ EXISTING GIRDER ¢ EX I MONS NINE SUPPORTING C 2 O ON OTHER SIDE OF BOTTOM OUTSIDE Jmsr /! CONCRETEPIERSTO REMAINEXISTING CON P.T.SINGERS J, IIXLSTING2c8@IE D.C. EXISTING 2�@IC O.0 �i PIERS TO REMAIN', Z „ 9 I`I LEVELANDRE-SUPPORT U 3 ,F4100 IE�4IFOR DNWRH SLAB _ „ c-- I �. ,5 10ISISTOACCOMMODATE �, I EXISTING STAIRS w291w29 wwF. w/ EXISTING PIERS ITYP) NOTE:MAINTAIN CLEARANCE (iYP) IJ �+ E%ISnNG DEIX106T5 L5 NEWSYNTHETICDECUNG BS I I EXISTING DECK TO BE REMOVED rn N I NAMNi°BWRRR I II 1 TO REMAIN S I PIWONG DISTO REMAIN 2-+4'S 12 NENOVE WELL TAMPED BED I I o 19 ABOVE BASEMENT ENTRANCE MIN.6'-B'V.I.F. 24° - I I W NOTE slISTS EXISTING CONCRETE DECK BOTTOM STRINGER DETAIL: DETAIL STRINGER II iz AS REQUIREAY TO UNDEMAKE ETIGHLOOR SEAL zl PIERS TOREMAN I `i @ II /-------- \ AS REQUIREDTOIMAKEnGHfsEAL 1 U SL - NTS SXE NIS - II srAccTR II / \ 'Z5 / \ SFE TA .—I FASIENEfS N x RONSI EXISTING B'FOUNDATION WM LS EX1SnNG 8'FOUNDATION WALLS rV O O 6 FF LMS RU1 4 DOOR Lu O x O �L--- EXISTING UNFlNISHm $ ,� i:5 } LEDGER ro MATn, Vz•Ik NaIEME Tw DP THE Ik scRnv RE-0PEN BASEMENT o 0 0 0 0 0 0 0 0 z DEIX JdSR SCREW SIWl NLLY fxTFNp BEMND tJ o J aJ aJ tJ J J EXISTING UNFINISHED THE—DE FACE OF THE RI... i '�` BLOCKED UP _ c EXISTING STAB ON GRADE I d I d I� I c, I c, I. I c, I. I. BASEMENT � � z DETAIL @ LEDGER BOARD i wlNDow 3 0 o rai 4J SIT, 2 2 ®, 2 cal EXISTING STAB ON GRADE L-- _ FIRE RATED CEILING o o A A A o 51 11 A 0 F W 0 swE ms I EQUIPMENT EJ(POE%ISTING z BOOR SNEATIUNG °° �I BOLTER I . . . .+ . . � � �, � I--• LE..I =NO T B•O.C. o I I I„ I„ I„ I„ I„ I„ I� I„ Iul � � � Lu SEE TABLE RSO7.2 MUM To JO¢r FIASHINc 1 _ REMOVE AND RELOCATED EXISTING STAIR W wrtll H0.-DOWN S MNI STED.HOIDOw SD/CO n 1 1- r -T -- T- -r -I TOBASEMENTASSHOWN N �� STRAP IDmz OR sulu - r 1 1 IXWpN�,I I I I I I I I I z TENSION DEVICE d I U L I I I I I I I I I I I 1 IXLSTINGCOLUMNS� LLi - L I I I I I I I I I -EXISTING COLUMNS J w FNsr__R EXISTING GIRDER ABOVE E I I EXISTING GIRDER ABOVE EXISTING GIRDER ABOVE 06T cecN JOIsr I 11 O 1 i SD/CO I•_, W Tz•R Lu THREAD.ROD Fl P I NEW DBL 2dOl01STS FRAME STAIR Q Ex US./mrzz REMOVE NG 0 2LOLLYCOL NS - I a4 _ _ EXISTING UNFINISHED AND CROSSH ER 1 11 I all la V Q O Simpson LU 28 NO E HOID-DOWN TENSION DEVICES SHALL BE -- -- — BASEMENT BELOW HREP EA. JOIST 12 NAILS ws ucD IN NOT tars HAN—U.AnONs i a EX ST NG SAB ON G L I I I I IXLST NG UNFINISHED g< r O PER DECK.AND EACH DEVICE SPNL NAVE AN _ EA HANGER AM—ABLE STRESS DESIGN OF NOT`bs 1HM1 - -----FF----1LJ ' BASEMENT A, s LLI 1300 POUNDS _ - --------- =O LEDGER DETAIL DETAIL @ DECK ATTACH Do EUPFIAOR II II III NEW DBL2dOl05TS FRAME STAR II EXISTING SLAB ON GRADE S. p Xo 1211ocanoru c--I 5cu>:xrs ME HIS ER FIREPLACE II 11 m FORADDITIONAL 2 _ SUPPORT—�I Z5 -- - - _ _BRIIXVENE_ERA_S PER_OWNERSSELECTION____-____ _ _ __ __E7ISNNG B'FOUNOAnON WALLS- 6'-0° _COSTING B'FOUNDAnON WALLS _ _ .__.. __ _ _ _ _. _. _ ' -- - -_ --- I izJIII 2-�-IED-GE-R 2 - 1I 4 INSTALLSOUDFIIFD4CMU k _ --- 1 2 B N _ OSONO ONB . �W- -- CC ------ L---_ --J 'STOOP PROPOSED S'-0)9-0 a- INSTALLSOUDFIIFDS'CMU q Iz2om- a O - S'RDNFOACED SLAB AT LAST RISER Q�_ � LLj tC; LiX I SEE DE TAIL THIS SHEET AS REQUIRED .0> > J O FA 0 Z Co RE ~ > LL as - CONTINUOUS TRENCH FOOTINGS - 23'-O° - 32'-O" U IV- W - - _ W> Q> W w .N.°,d .It G 2 CONTINUOUS p4 RARSW�1•COVER N i 32'-B"_ U CD LEQLc N m Q WSTING _ GARAGE SLAB --- - I crtvAwgD R6.R CO uF T I (ECIEND ro Ira Ie oPe . am Noma DEa) m FRONT PORCH FACADE FOOTING DETAIL i °MrBAg MIS a 2 z AN XG BQR I NTS Q 6X6 TREATED POST 4 SIMPSON COLUMN ANCHOR g �4di CB044-SDS(GALVANIZED) quo ADJACENT GRADE 3 ID-Mo• •O',10' x-".EVR FACE Z Sy��8yI1 r J # II I ')III 4-$4'S IE ~ 24°0 SONOTUBE c ' ;. m $4 CIRCULAR TIES _ a CLEAR I°CL EXISTING/ PROPOSED FOUNDATION - UNFINISHED BASEMENT PLAN ` -I O DRAWING NUMBER: -e• I T00 3 DECK POST FTG DETAIL NTS 4 DECK POST FTG DETAIL NTS I A-31 17'-3° 21'-0" U CL E 353.7 S.F. U G0 15 DECK TO BE E WALL REMOVED " NOTE:LEVEL KITCHEN AND SUN ROOM < <Z CD WOOD OOftTO ACCOMMODATE NEW HARD �.� EXISTING DECXTOTOBE � Q w WOOD FLOORING % EXISTING -- - REMOVED r=———_ WOOD DECK ' x z E ———— EXI5TING PLANTER , Ya N 3n2l—C'LE�CE 21"CLEARANCE —————— _ UNEOFNEWROOFABO _ OD "'I= y o NEW(3)2XI2MLWI(2)4 Fl1TCH r- / FIXED GLASS PANELS INSNG PROPOSEDSHED ROOF ABOVE U 3 z C7 y =Y- - - HOLD I NEW 2z1210LSTS@ 16'O.0 MIN.TOILET AND SINK CLEARANCES / �°F °� I CENTER PICIUREVANDOWTO I Q o z o rl 9'-0°CEILING HEIGHT I rQ oo ------------------- REMAIN REMOVE AND REPLACE I I -------------- SO Co I DG o 22 ° _____________ (212*x 52'DOUBLE HUNG SIDE �^'rn �=i I N OM �� 7-7" 12-7° WWDOWSWUH-INDUSTING J Z IIII i INSTALL SOLID DBL ROUGHING N L¢I AU HIGHWI214051EEl0FAMN I ;u� I BLOIXINGATEDGING ONI Ou TONEW h1T4AND POSIEDD 0 O a a ZI WRHmfOIUMNS I U) !Iljm Rill ? 1u1 15° WALL I GG mazML FUTM 28 II�EGRESSREQUIRED �II - - L ° -—-—- NIGH IZIW2ML(W) FI1T01 W� 4 CRTATENEWT2'NMWALL I V } WALLSFCTIONT0AIXOMMODATE I I IN DW -_- (j I NO :BATHR00 ' 6 MENECIRICSWROIES I _ . ENLARG D RENOVATE R00 BY OTHERS 5 N COU o I5LAN EXISTING V tPPGI - w O -- -- z /co I KITCHEN o W 3 HOLD 9'-O°CEIUNG HEIGHT r-- - ---� 0 8 EXISTING toNOTE n ,^ VOIN REGHTSGCERNSANDRS EXISTING m _ L I Q z 21°CLEARANCE W o _ DINING Im AOUNDEMNGHDGHTSE2CELINGIREAW1 15 NG ROOM Lu TOUNDFA9DEOENWh11[gNGREAMS I I BA ROOM I BE -rtr W I— W " 8'-0°CEILING HEI HT FfT I 5'-0°COILING HEIGHT Z W W G — IUGN R1hT7NG. j 5 y MIN.TOILET CLEARANCES SAD/CO �s O_ - Lu CL o= J ~ tx¢.(WI111PHUIOI - �� ®NEW W) RY R/CO z J z MGNRWR ML CL •; W W - 15° 15" _—- _—_—-— - MIALLNFNIAUNDRY I \ J W WALL oI NOTE:DfMOEMNI I I WTIH CL /> Lu FIRffUCE AND Flue AN QINEW HALLWAY UOLEVEL SE MTAxM'M0ADN ERWM 5dfCffDD SIEEVEAS REWIRED `Ao _ - M nFZK SID ZERO -- -- ° C - - TUB - ... - - - -CLEARANCE WOOD HRE - �� T _ x�aT.0 e�L _ - -SD/CO -- '" Ln G EXISTING UVING ROOM BOIL 81-0°CEIUNG HEIGH -- p-- SD/C / CL V"I o$5 O EXISTING E ,I t=— CD 21°C APPLrIz) CEILING HEIGHT LAYERs NEW W - r CMNTATI READY fOR�BOARD _ _ -_ \ _ _ DOURLE HEIGHT AN STONE - 9I / - CAL rr / UP RCHIMNEY EGRE55 REQUIRED N _ MIN.TOILET/TUB OPTIONAL LAYOUT CLEARANCE - - - - - '- -- - - -�� - - - - -_-- -- - - - - - —— ——— — ———————— W - NG UNE ABOVE EXISTING 5T c = " -- _ -- -- - ------ - _uxl urRaaema tcxTGxlawNn --- �� EWROOPEDPORC �i � _ _ _ � � 0 - - --' --usAuw_wLmassEEEREunausx 30.05.P a z z < -- - - - MWxTm xexmisaxGPDERDDxTa - - _ ¢� a W raux0an0x mmLUMxSgEDETAn - - - - cd CD WALL - _ - - - rTx6slrtE(—_NEW DBL MATCH R.�- - 0 z m z a > ILL 1,54° 1 2'-B" 10'-8" 3'-0" 24"tt -12'-7" U r w o I E`----NEW DORMER J'I' -- =a > =I- ai __ ABovE LOAD PATH NOTE: EXISTING GARAGE I NEW DBL.MATCH R R 5 - -- - ONCE STRUCTURE HAS BEEN EXPOSED CONTAACTORTO REVIEW ALL 3 °i LOAD BEARING WALLS FROM HIGHEST LEVEL OF DWEWNG TO 0"MIN. NEW DEL MATCH R_R S EXISTING FOUNDATION.SHOULD ANY LOAD BEARING WALLS BE 3 EXPOSED OTHER THAN WHAT HAS BEEN SHOWN ON THESE PLANS Q �I-- CONTRACTOR TO STOP ALL WORK IMMEDIATELY AND CONTACT U 24°CLEARANCE IN o III ARCHITECT FOR INSTRUCTIONSTOPROCEED. Z FRONT OF OPENING 32'-3" Q MIN.SHOWER CLEARANCES `zI . NEWABOO Ev1ER it HANDRAILS: z NEW DBL MATCH RR.S PROVIDE HANDRAILS ATALL INTERIOR AND EXTERIOR Q STAIRWAYS WITH 4 OR MORE RISERS AS PER 2020 RC OF NYS EXISTING RAFTER BEAMSTO REMAIN I EXISTING RAFTER BEAMS TO REMAIN R311.7.8 z 80 FIGURE R307.1 MINIMUM FIXTURE CLEARANCES GLAZING: _ ALL WINDOWS WITHIN S'-0'OFA SHOWER OR TUB TOBE („) NTS 24-2" 32'-8" TEMPERED AS PER 2020 RC OF NYC R308.4.5. � ALL WINDOWS WITHIN 36'ABOVE WAWNGSURFACE OFA 03 24'-7" STAIRCASE AND WITHIN 5'-0'OF THE BOTTOM OF THE STAIRS TO BE TEMPERED AS PER 2020 RC OF RAYS R308.4.7. DRAWING NUMBER: O PROPOSED FIRST FLOOR Scale: 1/4" = 1'-0" A-4 49'-2° U 9'-8° 24° 10'-0" 6'-0" 6'-0' 8 oo +0+1 m E LOAD PATH NOTE: ONCE STRUCTURE HAS BEEN EXPOSED CONTRACTOR TO REVIEW ALL L `~ LOAD BEARING WALLS FROM HIGHEST LEVEL OF DWELLING TO Q Q z t- EXISTING FOUNDATION,SHOULD ANY LOAD BEARING WALLS BE a p=A,. EXPOSED OTHER THAN WHAT HAS BEEN SHOWN ON THESE PLANS a:< §q CONTRACTOR TO S TOP ALL WORK IMMEDIATELY AND CONTACT CCw m 9 m ARCHITECT FOR INSTRUCTIONS TO PROCEED: c z o lD F O H WOOD DEC K BATHROOM: NEW LVL BEAM-UPSET INTO pp Q >;LL FLOOR CONSTRUCTION EDGEOFNE ROOF EDGEOFNEWROOF ALL BATHROOM GLAZING TO BE TEMPERED GLASS •C o NEW GALVANIZED STEEL AS PER PLAN LOCATION FLU- 3 z U-BRACKET SIMP50N COLUMN ��N NEW2x10RB vo al CAP LCG3S-4 @16.O.0 @16"O.0 NEW 5HED ROOF a EACH BATHROOM TO HAVE A 110 CFM EXHAUST FAN. WELDED TO PIPE-SIZE A5 NEWRO PA13OVE , WIRE TO TIMER SWITCH AND VENTTO EXTERIOR THRU4" -0 REQUIRED FOR NEW LVL BEAM J EXISTING SUNROOM L P } 8•_0------- R ALUM.DUCE .5 1/2"DIAMETER PIPE COLUMN A NEW COSMETIC EYEBROW I i SET IN NEW WI SPREAD FOOTING GNGSEE REAR E TION i BALCONY 0 10'-10° 7'-0" 1 ' 0" 13'-5° ] A -1 COL. TO BEAM DETPAIL ) EGRESS REQUIRED SCALE: I" = V-O" 11 FLUSH MOUNTED RAILING EGRESS REQUIRE 10° 5'-0" 6'-0" w EX1511NG BUILDING LINE BEL W IX15TING BUILDING LINE BELOW i V Z STAIR COMPLIANCE: "�` - 3 STALL2x10 CBS @ 16'O.0 , , a NEW STAIR SHALL COMPLY WITH SECTION R311.5 \ /Q3 BAT RO PI [N.ES-ACCMTO TTIC IC/CRAWL Q p I V-0" '°2 ry \ ITIMAIN-PROVIDE REQUIRED CODE COMPLAINT PE OF THE RESIDENTIAL BUILDING CODE OF NYS N�\ aI NEW NEW o \ �I ALLamc-CRAWLspACE$.AupEAIMETER z MAX.RISE 81'(�"MAX BETWEEN SMALLEST AND LARGEST RISERS) �F\ �, 0. �g BEDROOM N N � ' 4y/ ACCESS DOORSTO �/� W MIN.TREAD 9 "FROM NOSING TO NOSING s`�I \� sI �/ i vALOEFORtoN7lxuouSENVELOPEAsSPECFlEO w W BATHROOM (SMALLEST AND LARGEST TREAD) \ 5 s0/co a N NOSING}°MIN. 1}"MAX. (5'REINFORCED PAD LAST RISER) NEW BEDROOM / ADFAF Lu TE[ IAL RAILING SYSTEM: p C7 \ / N NEW RAILINGS SYSTEM ANCHORED AS PER J Q SD/CO \ MANUFACTURER'S SPECIFICATIONS(ALL RAILINGS TO z NOTE:ATTICA000SHALLBE �\jj�j�///��JJ CL �-�,�Amcmm I loaUa != RO° NEWHALLWAY NEW R, FREE5TANDIN NEW MA5TER5UITE WITHHOLD 200LB LATERAL LOADS AT TOP OFRAILING W WEATHERSTTIPPEDAND IN5TALLML1j114'RIDGE II-„� III MOUND T11R _ _ _ �, ANDINANYDIRECTIONASPEACODE36°/42°INHEIGHi W INSULATED TOTHE LEVEL OFTHE -—- -—- �--—- - - - - —- I I MST ML I}Srl4'RIDGE INSTALL ML Ikl4'RIDGE S121 ECOOINGARBASASPER II - i (AFSTHERCSELECTION BY OWNER) Q JQ- 2020 ECCCOFTHE BASS R40LL4 NEW HALLWAY 32 80 IroTALL2nD w9 @ 16 O.C. Q -- 5m - 7 //IN\ SD/CO °I w CD M �411 I �* DN = o 41 1a SD/CO -" --` _ - - - -- -- - - - - -- D -- - - --- -- -- - PROPOSEDIOPEN LOFT`. /ryWALKIN - - CL05ETig' m N I / FOYER BELOW _ 0 LL m _VAULTED:FILING _ 5H LVE - Ll - ...a.,o mrn.�a omna > U AD1U _ _ -- OP OF -- _ - _ I _ _ - - _ _ _ �caam..w°u cer _ INITALL2x10 C S @ S6'O.0 STOWING HEIGHADER o MO' CL CL WINDO HEADER I a I °I f1KLTro10i9+u. < Zd p - Q:K z LiiC,d W I I 0 � � �CC aj L J Lu m= i= Y= =- - 15'-8" R\t vuTxuz,SeteArrERs BV z W z .pe La leo.crrolcu - - - Lu 2> r =0 m E NEW2x8ADGE 2'-10" 13'-7" 13'-2° U 0 CAN C] 49'-2" tY Q ROOF OVER GARAGE R308.4-GLAZING IN HAZARDOUS LOCATIONS: z •�gN� d GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING:GLASS IN SWINGING AND Q SLIDING DOORS AND FIXED SIDELIGHTS,TUB AND SHOWER ENCLOSURES,ADIACENTTO DOORS WITHIN Q NEW 2:B RIDGE 24',ANDWINDOWS WITH AREAS OF GLASS GREATERTHAN 9 SQUARE FEET,HAVING THE BOTTOM EDGE OFGIA2ING LESS THAN IB'ABOVETHE FLOOR,THE TOP EDGE OF GLAZING MORE THAN 36 ABOVETHE —_—_----_— Q r�0 •Vb FLOORAND A WALKING SURFACE WITHIN 36'HORIZONTALLY FROM THE GLAZING. 7—TF——TT_——IT CD sP EXISTING RAFTERBEAMSTO REMAIN EXISTING RAFTER BEAMS TO REMAIN = `�O� h } UPLIFT CONNECTOR DETAIL DO - x�,.e.ma•.,w• C7 O PROPOSED SECOND FLOOR DRAWING NUMBER: INSTALL R-13 FOAM UNDER REAR AWING ROOF PLYWOOD AWNINGS W1 AIRVENTS AND CONTINUOUS INSTALL R-13 FOAM UNDER BEAR Cl.: o BAFFLES(TYPICAL) - ;_ AWNWGSW/AIRVENTSAND CONTINUOUS y I BAFFLES(TYPICAL) AIRFLOOR DETAILSATROOF L Q Q z Y n I� INSTALL GUTTERS AND LEADERS AS REQUIRED Q K V L EX15TING m c' =Z WOOD DECK :ry......m...,..,,. i �—•o u a LL x o N NO @WN-T 7 E@s 0o c o NEW STIED ROOF o 3 z NEW ROC F BELOW ~ OVER 51 INROOM _ _ m PROM CRICKET r A5 REQUIRED BALCONY 5i PORr-H STRAPPING DETAIL j0m NEW2x10P.R NEW2x1ORR am/ @16°O.0 I @16°O.G \11�11I NEW2x10 A.R @I6°D.GROOF DETAIL IIV-0- w O NEW PRE-CUT EYEBROWVERIFY IN FIELD SQE-LOCATIONWW CCCONNECTION OF MULTIPLE � PRONDE[ONCEALED ALUMINUM PIECES OF TOP-LOADED BEEAMS FLESHING AS REQUIRED TYPICAL O 1 13/"Width Pieces: t � W•Minimum of 2 rows 16d(3T)nails at 12°o.c. INSTALL ML I'xl4'RIDGE _INSTALL ML I�'xl4'RIDGE_-_-_-_-INSTAII ML I�'xl4'RIDGE _ _j a Qz -— J•Minimum of 3 rows 16d(W)naps at 12°o.c. PROVIDE CONCEALED ALUMINUM PROVIDE RIDGE VENTING AS REQUIRED ses.m oa w W for 14°and deeper beams FLASHING AS REQUIRED TYPICAL \ W •Nailed connections require an additional raw of I ❑ Q d nails when nail size is smaller than specified above(minimum 0.131-x 3.25') - - axo sw3 oRO R..ro .uAII rI>»sno V Q ASPHALT SHINGLES AS SELECTED OVER ISA - ---- 3%"Width Pieces: _--- --- - - - - - BUILDING FELT PAPER OVER IR•COXY.'s -- y ❑ I Qs •Minimum of 2 rows -balls at - - - PLYWOOD SHEATHING-TYP. loci, 24'o.c.staggered 'o � �' O a °2 �r = O Additional nailing or boiling may be !yr ys =I y'?yQ `" requiredwith side-loadedmulflplemember I= '�d a" ROOF STRAPPING DETAIL _ beams.Referto eunentpmduethtemtum. PROVIDE ICE PROTECTION AS PER 2020 �•�� 4I _- _- - NYSRC ICE BARRIERS WHICH CONSISTS a Ik�o a OF AT LEAST 2 LAYERS OF -_ - 2 u�i UNDERLAYMENT CEMENTED TOGETHER �6 -- - -- OR A SELF-ADHERING POLYMER o MODIFIED BITUMEN SHEET.TO BE INSTALLED ON ENTIRE ROOF. -- - - ,� - -__- w NEW ac10 R.R I d NEW 2xLO RR NEW2x10RR I NEW2x10R.R. __ CD 0.L D.C. D.G .. @1G @16° @16' @16°O.0 m NEW1x10RR NEW2x10 RR _ ~m _ Of NEW ROC FBELOW «LL.�... d < 111 CD U.] Cn Y U Z Or EW US RIDGE A O W a. INSTALL GUTTERS AND LEADERS AS REQUIRED UJI_>- q>g• =O Cn IY 0 RISTINGRAFTERBEAMSTOREMAIN Ex NGRAFTERBEAMST REMAIN - - - - -- - - ------- - .ner COI GABLE END HALL DETAIL scue.mr-Iw• �NEW 3x8 RIDGE wu°>bs.w oc. Q �'$,+y °nuts-.easx°1iva'�"Irs Q G b'b FLUSH BEAM DETAIL STRAPPING DETAIL Z °w o XSJ.L!/4'.I'-C 'Y.ue.!/1•.I'C' � ��s/�xr�� p U H-• C13 m O PROPOSED ROOF PLAN 1450 S.F. DRAWING NUMBER: Scale: 1/4"= 1'-0" A-6 CHIMNEY EXTENSIONS AS REQUIRED MIN.3'-0' APPLY(2)LAYERS OF DDEMOR GRADE?amENTATIOUS XoRo FROM ANY ADJACENT RIDGE LINE READY FOR FALNSION<VENEER TORCHN EY EXPOSURE NEW CORBELS AS PER OWNERS APPROVAL NEW CORBELS AS PER OWNERS APPROVAL (TYPICAL) (TYPICAL) CJ NEW ARCHITECTURAL ROOF SHINGLES 11 EE ADD 16'COSMETIC ROOF AS PER OWNERS APPROVAL U S. AS SHOWN ate+ rn E U � NATURALCEDAR PERFECTION SIDING ASPER Q Q Z OWNERSAPPROVAL(TYPICAUATHIGH U POINTS AS SHOWN Q �n z a NOTE ALLROOFPITCHFS T0,12 12 12 zo J m z BE VENFIED WITH RIDGE C U z tD+ .�.. HEIGHTS TO ASSURE WINDOW 12 WINDOW SNLE: w [O F O E F = �. CLEARANCES AS SHOWN WOODRIGHT DOUBLE HUNG w WITH 3'MOLDED EXTERIOR Q „- NEW EAVE RETURNS CTYPICAI) TRIM KITz an NEW ...°.. (TYPICSIAuNG AS PER OWNERS APPROVAL 10 10 ® ® E ow 'z LI No ADD 16'COSMETIC ROOF o AS SHOWN x - PAD OUT EXISTING GARAGE FACADE AS SHOWN AND INSTALL EAVE RETURNS 3v // S' SKIRT :ROOF DETAIL Lu U z SCALE:5/4" 1'-0" c� w z O z R Lu Lu FULL SIZE VENT AS PER OWNER APPROVAL EASTINGWINDOWS NEW ROOF PORTICO NEW PORCH-COLOR AND RMSH AS PER (n COORDINATE WITH CUNG COLLAR TIES TO BE RELOCATED OWNERS APPROVAL R z OF ANDTRIMMEDOUTAS NEW WROUGHT IRON RAILINGS O SHOWN J Lu 1 PROPOSED FRONT ELEVATION Lu j g o Lu AMY(2)LAYERS OFRTERIOR MAX P CEMENTATTOUS BOARD J CHIMNEYXTESIONSASREQUR0@4gYX-0-FRO WINDOW NOTES: READY FOR I= V as - - - CHIMNEY EXTENSIONS AS REQUIRED MIM3'-0'FROM ANY --- C -_ADIACENTRIDGEUNE _ - (n G - _ -- -- - -- - - ALLV41NDOWS SHALL HAVE INSULATING GLASS,OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL ANYSIZES 4'FLOOR DRAIN 4'FLOOR DRAIN INSTALL FULL SIZE VENT AS PER OWNER APPROVAL INDICATEDON PLANS ARE NOMINAL ONLY.BUILDER/CONTRACTOR THE SHALL CONSULTWITH THE WINDOW _ uj O FINISHED FLOOR FINISHED FLOOR COORDINATEWITHVAULTED CEILINGS MANUFACTURER TODETERMINE EXACT SIZE,ROUGH OPENING,ETC AT LEAST ONE WINDOW FROM EACH BEDROOM = O SUB-FLOORING SUB-FLOQFUNG SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F(GRADE FLOOR 5.0 ST)W/A NET HEIGHT OF 24°,A NET CLEAR OPENING OF 20"AND A SILL HEIGHT OF 44'OR LESS ABOVETHE FLOOR FOR EGRESS PURPOSES.GLAZING IN DOORS AND FIXED WOOD JOISTS WOOD JOISTS _ GLAZED PANELS IMMEDIATELY ADIACENTTO DOORS OR WITH-IN IS'OF THE FLOOR SHALL BE TEMPERED GLAZING AS PER IBC,BOCA AND CABO AND STATE AND LO(ALCODES AND ORDINANCES 4'WASTELINE 4'WASTE LINE -__ _ ._ _._ _ _-__ __-___ __ __ __-. -- ELEVATION - - --- - SECTION - - - - FLOOR DRAIN DETAIL - -- - w = ----IF REQUIRED - - - - - NTS - NEW BOARD AND BATTEN STYLE SIDING ASPER _ - _- - '" O L --- - -- --- - --- - OWNERS APPROVAL CTYPICALI AT HIGH POINTS AS Elf - - - - - -- - -- - - - - SHOWN co NEW FAVERETURNS(TYPICAL) ? W z m Z ~z it NOTEGARAGE FRAMING AND NEW SIDING AS PER OWNERS APPROVAL RAFTERS TO REMAIN UNTOUCHED o U F2 �i II--- W- (TYPICAL) - 3'- 3'-1' 3'-1' 3'-1' INSTALL 16'COSMETIC ROOF - - - o W>- �> W< 77 ass 1owN o v 3 o 9 2 o FURRODTFRONTVIALL AS PER FROM ELEVATION a n TIlkB >W� 10/ TW3 10 10 0 FACE MOUNTED RAILING _ Q Z Q Q TV § Z O ab Q �t EXISTING SLIDING DOORS ® / / N j S _ LL EXISTINGWOOD FRAMED STEPS TO REMAIN 7W3 10 10 3 10 z U H } INSTALL NEW STEPS NEW AZEK TRIM FOR ALL WINDOWS MOCK EXISTING GARAGE Q TO GRADE LEVEL A5 UP REQUIRED FOR OWNERS APPROVAL 0 REQUIRED (TYPICAL FORALL NEW CASINGS) NATURALCEDAR PERFECTION SIDINGAS PER DRAWING NUMBER: OWNERS APPROVAL(TYPICAL)ATALL SIDES PROPOSED SIDE ELEVATION A-7 NEW ARCHITECTURAL ROOF SHINGLES CHIMNEY EXTENSIONS AS REQUIRED MIN.T-V , AS PER OWNERS APPROVAL FROM ANYADIACENT RIDGE UNE NEW CORBELS AS PER OWNERS APPROVAL NEW AZEK WRAPPED SOFFIT DETAIL(iYPICAU INSTALL ATTIC VENT (TYPICAL) Li NEW PREFABRICATED EYEBROW n" E u U OO - QJ 1� NEW AZEKWRAPPEO SOFFIT DETAIL(TYPIC'AU L @j Y Q Q Z �n Z w � NEW BOARD AND BATTEN STYLE SIDING AS NEW EAVE RETURNS(TYPICAU a o =m z PER OWNERS APPROVAL(TYPICAUATHIGH Q'e�� N H p EE POINTS AS SHOWN 1 w •` H" 3 w2 _ °0 �s ao NEW EAVE RETURNS(TYPICAU C NEW SIDING AS PER OWNERS APPROVAL NEW BOARD AND BATTEN STYLE SIDING AS (TYPI o F 3 z PEROWNERS APPROVAL(TYPICAU AT HIGH NE AZIXTRIM FORALL DOORS MOCK POINTSASSHOWN W w FWGBO68R 32 Z 32 FWGBOEBR a 'n Ucu (TYPICAL FO FOR OWNERS APPROVAL // 2'-S '-5 Y-5 g Fzl, o 0 FORALL NEW CASINGS) NEW BALCONY WITH-IN PROPOSED ROOF NEW FLUSH WALL MOUNTED RAILING o NEW ROOF OVER F)OSUNG WOOD DECK N SH R F P 4S NON STRUCTURAL AZIX COLUMNS(TYPICAU GALV.STEEL LOLLY W/HB-G WRAP T-11' m �� W TO REMAIN w w � Gd R U Z NEW SIDING ASPEROWNERSAPPROVAL L ( z 77 PI J EXISTING DECK WALL STRUCTURE TO REMAI c V••� O F Q O w EXISTING GRADE `I STING GRADE w TmGMl+aTaasrz L= Z Lu EXISTING STEPS TO REMAIN PAD OUT EXISTING FACADE AS SHOWN AND CENTERPICTUREWPIDOWTO _ INSTALL EA ETURNS REMAIN REMOVE ANDREPLACE - O E W (2)Z*x Sr DOUBLE HUNG SIDE J ~ PROPOSED REAR ELEVATION ROUGHING NG w i= Z O > wLu J .W_I WINDOW NOTES: Ca _ _ - - '- - - - - ---------- --- ALL WINDOWS SHALL HAVE INSULATING GLASS,OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL ANY SIZES N c �<a - INDICATED ON PLANS ARE NOMINAL ONLY.BUILDER/CONTRACTOR THE SHALL CONSULTWIIH THE WINDOW w O .�. MANUFACTURER TO DETERMINE EXACT SIZE,ROUGH OPENING,ETC.AT LEAST ONE WINDOW FROM EACH BEDROOM 0 a. CHIMNEY EXTENSIQNSAS REQUIRED MIN.T-0' SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F(GRADE FLOOR 5.0 S.F)W/A NET HEIGHT OF 24°,A NET CLEAR OPENING m. �. FROM ANYADIACENTRIDGEUNE OF 20"AND A SILL HEIGHT OF 44'OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES.GLAZING INDOORS AND FIXED NEWAZEX M FORALLWINDOWS MOCK GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN18"OF THE FLOOR SHALL BE TEMPERED GLAZING AS w"'•"' .UP REQUIRED FOR OWNERS APPROVAL _ PER IBC,BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES -_ _,..•`e'er"'_'""""-.____—__-_.__.__-'_ __ (TYPICAL FORALLNEW CASINGS) NEWARCHITECTURALROOFSHINGIES N mn\VENTED -__ --- - ----- - AS PER OWNERS m 2 _ 12 _ - LLI = NEW BOARD AND BATTEN STYLE SIDING AS 4 _ PEROWNERS APPROVAL(TYPICAL)AT HIGH _ d� POINTS AS SHOWN - - w a W Q SKIRT ROOF DETAIL — WNDOWSTD co oZ mz ~ W NEW EAVE RETURNS CA WITH3'MOLDED EXTERIOR HUNG 3 W- H m U WITH 3'MOfDEO EXTERIOR o = Z= z o Ur � w� J w r �Y Lu ai--- - -- SCALE 1':3/4°= -O" NEW METAL ROOFlNG NEW BALCONY PROPOSED ROOF a =� �R � i0 NEW(4 COSMETIC DORMERS AS SHOWN NEW GUTTERS AND LEADERS 9� o o U(7 0 _ C7 Cn w 0 EXPENDED GABLE TZ'(SEE FRONT ELEVATION � _ _ a .WINDOW SME - _ _- _ _-FU(ED 12xi8.. TW �� c WOODRIGHT DOUBLE HUNG WITH 3'MOLDED EXTERIOR - TRIM m Q + U INSTALL P6'COSMETIC ROOF AS SHOWN Z Q PATIO DOORS TO BE Q NEW SIDI DYPICAUNG AS PER OWNERS APPROVAL ®®®®®® 200 SERIES NARROWUNE BY 046 TW 046 ANDERSEN G+ NEWSTRUCTUBAL AM COLUMNS ITYPICAL) zi EXSTING GRADE EXISTING GRADE U �t�0 a NEW WROUGHT IRON RAILINGS INSTALL 16'COSMETIC ROOF m AS SHOWN NEW ROOF OVER EXISTING WOOF DECK Q NATURAL CEDAR PERFECTION SIDING AS PER OWNERS APPROVAL(TYPICAL)ATALL SIDES DMWINC NUUBER: OPROPOSED SIDE ELEVATION A-8 TYP ROOF CONSTRUCTION: R806.1-ROOF VENTILATION REQUIRED: 50 YEAR ARCH.FIBERGLASS ROOF SHINGLES ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEIUNGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE 1SLB SYNTHETIC PAPER CROSSVENTILA11ONFOREACHSEPARATESPACEBYVENTILATINGOPENINGSPROTECTEDAGAINSTTHEENTRANCEOFRAINORSNOW.VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16°AND 1/4"MAXIMUM.OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE U "COX PLYWOOD ROOF SHEATHING REQUIREMENTS OF SECTION R802.7.REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. E 2x10 ROOF RAFTERS @16'O.C. R806.2-MINIMUM VENT AREA., u oD ol (NOTE:I NSTALL VE NTING BAFFLES AS REQUIRED) THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF TH E AREA OF THE VENTED SPACE. -acu m E SEE PLANS FOR LOCATIONS: In z SMOKE DETECTION NOTES: �\ R90512-ICE BARRIERS:(TYPICAL FOR ALL EDGING)PROVIDE AN ICE BARRIER CONSISTING OF A Q O 1.TE oxtuuo um SHXLL BE E°mcED IM AN TYPE INSTALL4' INSTALL4' SELF-ADH ERING POLYMER MODIFIED BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24'INSIDE Q �Q SUOE DETECTOR MM RMN PRLEWY POWER FROM THE � �n MUM W1RMG WITH NO SKMCHES M nE OMAT MIR THAN THE ( � ALUM DRIP EDGE ALUM DRIP EDGE THE EXTERIOR WALL LINE OF THE BUILDING.ON ROOFS WITH SLOPE EQUALTO OR GREATER THAN 8 ON 12, tr N M DIAIENT O PROIECAIIG THE BRANCH OACUR Z 2. SUM WDa0ETEcraesLMTBEMIER THE K)NU=N I / LEADING INTO LEADING INTO THE c s Z e aHUWER TYPE OR THE RmTOODMIC DOECM TYPE \ GUTTERS PROPOSEDATOC GLITTERS EAVE EDGE OF THE BUILDING ca r J. ALL SMOKE DETECTIONS MUST BE IM&L D WRMN 101-0.OF / .. TxE FNTWNCE m AM'sLLFEPPMD xcou mLc uWIGED AHI DRIP EDGE DETAIL CONT.SOFFIT CONT:SOFFIT s a a ROOM ON 'SM° `VORS �w __ VENT VENT 0x0 NOTE:OUTDOOR AIR INTAKES AND EXHAUSTS N `U CARBON MONOXIDE DETECTION NOTES: R SO SO R-49 SPRAY INSULATION SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS 1.BE DDIDLNG UNIT SHALL BE EOUIPPED WITH AN APPROVED TYPE CARBON NOT CD- THAT CLOSE WHEN THE VENTILATION SYSTEM IS 3 z MONOOE DETECTOR DEVICE RECEIVING PRIMARY PMEA FROM THE BUDDING WD@Wi NOT OPERATING WITH NO SWICHES M THE CIRCUIT OTHER THAN THE WE CURRENT DEVICE p _Q PROTECTING THE BRANCH CIRCUIT PROPOSEDWI.0 PROPOSED MASTER BEDROOM `i f0 2.CARBON MONOXIDE DETECTORS MUST BE DNITAL READ OUF TYPE �' v 3.ALL CARBON MONOXIDE MUST BE INSTALLED WINCH 10'-O.OF THE ENTRANCE TO ANY SEERNG ROOM COUNG MOUNTED AND INDICTED ON PLW 4'GALVANIZED DUCT THROUGH EXTERIOR WALL W/WEATHER TYP WALL CONSTRUCTION: 12' EXTERIOR WALL STRIPPING.RANGE HOOD DUCT EXTERIOR SIDING AS PER OWNERS SELECTION oSD oSO 24" �F� SIZE MAY VARY. CONTINUOUS w0GEVENT AIR INFILTRATION BARRIER CD. Co' ROOFSHINGLES / Y2"COX PLYWOOD EXTERIOR SHEATHING INN °o I SECOND FLOOR 2x4/2x6WALLSTUDS@16'O.C. FXmNGBEDR00M OSET IXSTINGBEDROOM SEE TABLE N1102.1.2 FOR NYS ROOFMEMBRANEg,A�' R-20 BATT INSULATION-R-30 AT CEILINGS PRESCRIPTIVE CODE COMPLIANCE FAN INSIDE EXHAUST �D WALLCABINET w Z SWEXTERIORGRADE �. 'C _ ROOFUNDERLAYMENT / DURING EXHAUST HOOD z NG GRADE R-19 BA1TINSULABON MIN. ft-19 BATT INSULATION MIN. ROOF JOISTAS PER PLAN ® WI BUILT-IN FAN USESOUNDSTCINSULAPON USE SOUND STC INSULATION W �®EA1m GE FIRST FLOOR Q d NG BASEMENT LEVEL i 0 EXISTING FOUNDATION SYSTEM 0� (�'� O w RIDGE Lu RIDGE DETAIL — O 1 IF REQUIRED NTS J a Lu Z - KITCHEN EXHAUST HOOD DETAIL BY OTHERS W CROSS SECTION A-A NTS g _ U as w o 2 � TYP ROOF CONSTRUCTION: R805.1-ROOF VENTILATION REQUIRED: O 50 YEAR ARCH.FIBERGLASS ROOF SHINGLES w ENCLOSED ARKS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE 15LB SYNTHETIC PAPER CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINSTTHE ENTRANCE OF RAIN OR SNOW.VENTILATION Y2'CDX PLYWOOD ROOF SHEATHING -- __-_ _--_ _ - :_ _ - _ OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16'AND NG IN ROOF FRAMING MEMBERS SIDE HALL CONFORM TO THE --- 2x10R00FRAFTERS@16"O.C. - - - _ -- — _-- =_ -------- - _ - _=--- _ --------------- _ --_=__-- -- - - - ------- - (NOTE:INSTALL VENTING BAFFLES AS REQUIRED) - - - - _------- - NIMUMNETFREEVE VENTILATING THE AREA OF THE VENTED SPACE - REQUIREMENTSOFSECTIONR802.7.REQUIREDVEMIIATIONOPENINGSSHALLOPE - R806.2-MINIMUMVENTAflEA: THE MI NTILATI E1/1500F SEE PLANS FOR LOCATIONS: - --SMOKE DETECTION NOTES: - o 1>HE�DanswLaEE"PmmmANFPPRaID>rPE - _ - -_ R90512-ICE BARRIERS:(TYPICAL FOR ALL EDGING)PROVIDE AN ICE BARRIER CONSISTING OFA y DETECTOR D E.RSnM PIWUY POWER FROM DE - - - - SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET FROM EDGE OF EAVETO A POINT AT LEAST 24'INSIDE LL x 019MlP�+rD a NOWICHICHEPRMWMSleBuCRCANOTHERTw�n¢ -Jff - _-_-_ _ _ _ _ _ __ _ _ - _ -_ _ _ _ _ __ THE EXTERIOR WALL LINE OF THE BUILDING;ON ROOFS WITH SLOPE EQUALTOOR GREATER THAN SON 12, >O 0 x SUCH SMOKE DEumRSNUSTEDT0mONZAIXM -- _ - -- _ - - - THE ICE BARRIER SHALLALSO BE APPLIED NOT LESS THAN 36'MEASURED ALONG THE ROOF SLOPE FROM THE W 4 4 DON�x TYPE aR TEE vxamDECTTIc aT¢TW TYPE - _ _ Ix w a AIL SMOTE DDECIORS MUST BE!STALLED NUTN 10'-0'a. _ _ _ - - EAVE EDGE OF THE BUILDING d - THE ENTRANCE TO ANY SEEPING ROOM CUM M�UNEO LAID - � � CONT.SOFFIT MOCK UP FOR OWNER p womwRmRAROTP.1 NDPnTm ON PLAN sMxE DETECTORSREauRm w Da VENT - - APPROVAL Q� �—�, LJJ � SMID05 ROW _ _ _ WOOD NOmRUtOYP1 =U' (=7 z m J 1- CARBON MONOXIDE DETECTION NOTES: osD osD osDWP3 Y z F Z I.THE DWELLING UNIT SHAH BE EWPPED WITH AN APPROVED TYPE CVMN CDC CDC CDC U 1-- H W U MONOXIDE DETECTOR DOACE.TE.CDVIWI PRIARY POWER FROM THE BULDNG WWNG e -' yr°irs wuARESTEELDAR- 1E'P1HAN00.0LtawELmR LJ} } LL F- w WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEUCE DALOsiFRN¢OCETYP) ®>oacOYPJ = =U N PROTECTIM THE BRANCH CRI3TIT PROPOSED PROPOSED PROPOSED �i - BPAxsORANawOM.rPYP1 U 0 Cn y 0 SEE TABLE N110L1.2 FOR NYS PROPOSED BEDROOM OPOS PROPOSED BEDROOM n 2.rA®3x MRIOXIDE DErECICRs Musr BE DXarAL REPO our TYPE BATHROOM BATHROOM MASTER BEDROOM HANDRAIL DETAILS 3.ALL CMBON MONO DOE MUST BE INSTALLED WIRBN 10'-0-OF THE ENTRANCE PRESCRIPTIVE CODE COMPLIANCE Los c - -------- - -------- m ANY SIEFPMG ROOM COUNG MOUNTED AND DOCATED ON PLAN x RUNSEEPLANS m Q' TYP WALL CONSTRUCTION: N 0 0 N 0 N WOOD RISER V EXTERIOR SIDING AS PER OWNERS SELECTION so SO AIR INFILTRATION BARRIER cD- I CD' WOOD TREAD Z f2"COX PLYWOOD EXTERIOR SHEATHING. cIH 2 x 4/2x6 WALL STUDS @ 16'O.C. EXISTING DINING ROOM ETU NG KR EN DUmNG BATHROOM IXImNG BEDROOM Q R-20BATTINSULAT10N-R-30ATCEILINGS w BUILT UP WOOD BEAM(SEE PLANS) 1Ir w T EXISTING GRADE 3 CONNECTING BRACKL7A5REOD 0 Iy 3i 8C CARRIAGE CUT FOR RISERS B TREADS z 6,1X u1, 1r IXISTIN�BASEMJNf LEVEL EXISTING FOUNDATION SYSTEM m I HOUR CERINGISOFFRASSEMBLY U (AS PER N.Y.S.B.C.SEC.27.375. TIXe).ONE LAYER OF ST F.C.'Y GYP.ED.ON RC-1 CHANNELS WI m m WALL STRINGER 3'THERMAFBER INSULATION. < WOOD STAIR DETAIL DR WNC NUMBER: 2 CROSS SECTION B-B IF REQUIRED NTS OA=9 ECCC OF NYS COMPLIANCE CERTIF. STATEMENT THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET THE NEW YORK STATE 2020 ENERGY CONSERVATION a E CONSTRUCTION CODE(PRESCRIPTIVE)REQUIREMENTS.WHEN A DESIGN PROFESSIONAL HAS STAMPED AND SIGNED THIS PAGE, THEY ARE ON THAT TO THE BEST OF HIS/HER KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,SUCH PLANS OR A.INSULATION SHALL ACHIEVE RE5NET DEFINED GRADE I INSTALLATION A.INSTALL A RIGID AIR BARRIER TO SEPARATE 00 SPECIFICATIONS ARE IN COMPLIANCE WRTH THIS CODE. OR ALTERNATIVELY,GRADE II FOR WALLS WITH INSULATED SHEATHING. UNCONDITIONED WIFE ATTIC FROM CONDITIONED SPACE. Y B.FIBROUS INSULATION 15 NOT TO BE USED AS AN AIR BARRIER OR TO SUBFLOOR B.5CAL ALL SEAMS.EDGE5,GAPS AND HOLES U ~ TABLE R402 2(CLIMATE.ZONE 41 PRESCRIPTIVE VALUES' 5EAL ANY OPENING.WHERE FIBROUS INSULATION 15 USED IT IS TO BE �. P E DUCT — WOOD FRAMING IN THE AIR BARRIER WITH CAULK OR FOAM. L]2 • U-FENESTRATION FACTOR=.32 INSTALLED TO ITS FULL THICKNESS,WITHOUT MISALIGNMENTS,GAPS AND • SKYLIGHT U-FENESTRATION FACTOR=.55 VOIDS,STAPLED TIGHT U51NG THE MANUFACTURERS TA35 AND EMENDED FINISHED CEILING Q L 1p • GLAZED FENESTRATION SHGC=.4 THE FULL SIZE OF THE OPENING INTENDED. CEILING RVALUE=R-49 C.WHERE PENETRATIONS OF ANY TYPE OCCUR IN FIRE RATED WALLS AN CONDITIONED J • w m >ry • WOOD FRAME WALL R VALUE=R-20 MIN(OR R-13+5) PARTITIONS,THE SEALING MATERIAL USED AROUND ANY OPENING IS TO A INSTALL RIGID,CONTINUOUS AIR BARRIER MATERIAL TO SEPARATE THE AIR BARRIER—PORCH = Z BE RATED AND INSTALLED AS REQUIRED BY THE MANUFACTURER C U OZ Eo N • FLOORS OVER UNCONDITIONED SPACE RVALUE=R-19 D.UNDER NO CIRCUMSTANCES IS CONSTRUCTION ADHESIVE TO BE USED EXTERIOR FROM THE CONDITIONED SPACE. 1/21-1�{,. lT3 H- ECCC OF NYS AIR BARRIER SEALING REDS AS AN AIR BARRIER 5TOR TO 5EAL SEALEDANY OPENING. �d B.CUT ALL PENETRATION HOLES CLEANLY WITH A SAW OR DRILL AND NOTE 00 E.SEAMWMERI2 5 TO BE SEALED: INTERIOR A M5TALL A RIGID AIR BARRIER TO SEPARATE LL 1.WHERE STUD MEETS FNTERIOR SHEATHING MORE THAN I°LARGER THAN THE DIAMETER OF THE PENETRATING CO °-1= .. EXTERIOR FROM CONDITIONED SPACE. 2.WHERE PLATES MEET STUD5(AND TOP PLATE JOIN) OBJECT TO ALLOW FOR PROPER AIR SEALING.SEAL ALL OU S AND HOLES B.SEAL ALL SEAMS,EDGES,GAPS AND HOLES GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER INSTALLED IN THE BUILDING AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A 3.WHERE SILL MEETS FOUNDATION WALL AND FLOOR FRAMING TO UNCONDITIONED SPACE WITH CAULK S.FOAM.FIBROUS INSULATION IN THE AIR BARRIER WITH CAULK OR FOAM. u� ENVELOPE.THE EXTERIOR THERMAL ENVELOPE CONTAINS A SEALING MATERIAL MEETS SILL IS NOT TO BE USED TO SEAL AIR BARRIERS.ACK WITH RIGID AIR BARRIER S CONTINUE 5 AIR BARRIER.BREAKS OR JOINTS IN THE AIR 4.WHERE FLOOR FRAMING MEET5 WALL FRAMING. OR OTHER SUPPORTING MATERIAL TO SEPARATE THE EXTERIOR FROM THE C.SUPPORT INSULATION AT OVERHANG WITh fu- 3 z INTERIOR SPACE. C STAVES OR NETTING.VAPOR BARRIERTO j BARRIERALL BE SEALED.SH S.WHERE ED(UN ON DITIONED SPACE.MEETS FRAMING AT K FACE PROPERLY.AFTER INSTALLATION, CONDITIONDNNL 0 0 ENCL05E OPENING WITH RIGID AIR BARRIER. CEUNG/ATTIC THE AIR BARRIER IN ANY DROPPED CEIUNG/5OFFIT WILL BE INSULATION IN ANY DROPPED CEIUNG/SOFFIT SHALL BE C.WHERE A RATED PARTITION IS PENTRATED,APPROVED,RATED w R ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR ALIGNED WITH THE AIR BARRIER COMPLIANCE NOTES— MATERIALS MUST BE USED. BARRIER SHALL BE SEALED.ACCESS OPENINGS,DROP DUCT, PIPING, & WIRING DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED AIR BARRIER—OVERHANG ATTIC SPACES SHALL BE SEALED. EXTERIOR WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL CAVITIES WITHIN CORNERS t HEADERS OF FRAME WALL5 SEAL D ETA I L 1/2-I'-°' BE SEALED.THE JUNCTION OF THE TOP PLATE AND THE TOP SHALL BE INSULATED BY COMPLETELY FIRING THE CAVITY 1/2,-1,-0, A.INSTALL INSULATION WITHOUT MI5AUGNMENIT5, OF EXTERIOR WALLS SHALL BE 5EALED.KNEEWALL5 SHALL WITH R-3 IN5ULATIONANCH MINIMUM EXTERIOR THERMAL FOR GRADE INSTALLATION,WALL INSULATION COMPRESSIONS.GAPS OR VOIDS IN ALL EXTERIOR BE SEALED. ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE WALL CAVITIES BEHIND TUBS,PREFABRICATED SHALL FILL THE CAVITY COMPLETELY TOP TO A SEE GRADE I INSULATION DETAIL THIS INSTALLED IN SUBSTANTIAL CONTACT TU AND CONTINUOUS of FIREPLACE OR STAIR LANDINGS, ALIGNMENT WITH THE AIR BARRIER BOTTOM AND SIDE TO SIDE WITHOUT SUBSTANTIAL C SHEET.GAPS OR VolD5 AROUND OBSTRUCTIONS w B.BACK WITH RIGID AIR BARRIER OR OTHER BLOCKING,ETC)AND BE SPLIT,INSTALLED OR B.BACK WITH RIGID AIR BARRIER OR OTHER WINDOWS.DOORS< THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING SUPPORTING MATERIAL TO PREVENT INSULATION SKYLIGHTS AND SKYLIGHTS TO BE SEALED. FITTED TIGHTLY AROUND WIRING AND OTHER SUPPORTING MATERIAL TO SEPARATE THE FROM SAGGING AND TO CREATE A CONTINUOUS W SERVICES WITHIN THE CAVITY. INTERIOR FROM THE INTERIOR SPACE. THERMAL BARRIER. [ z RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER RIM JOISTS SHALL BE INSULATED. C v INSULATION SHALL BE ENCLOSED ON ALL 6 SIDES C.INSTALL BACKER ROD MID/OR SEAL AIL BATI1 C.SEAL ALL SEAMS,EDGES GAPS AND HOLES IN 7 (FOP t BOTTOM,SIDE TO SIDE t FACE TO FACE) SEAMS,EDGES,GAPS AND 11OL15 AROUND L FLOORS(INCWDINGEVERE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED AND BE IN 5UB5TANTIAL CONTACT WITH THE © THE WINDOW/DOOR AND IN THE AIR BARRIER THE AIR BARREL WITH CAULK OR FOAM RPRIOR STAIR GARAGE AND CANTILEVERED EDGE OF INSULATION TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE FINAL TUB,PREFABRICATED FIREPLACE OR STAIR O SHEATHING MATERIAL ON AT LEAST ONE PACE WITH CAULK OR LOW EXPANSION FOAM FLOORS) OP SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY LANDING. INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH (INTERIOR OR EXTERIOR)OF THE CAVITY. PRIOR TO FINAL INSULATION INSTALLATION NOTE-AIR BARRIER AT PREFABRICATED FIREPLACE (INCL BOXES,PIPES AND CABLES). THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION MUST BE�'TYPE X GWB SEALED WITH RATED _ SIDE STAPLED TABS ARE PERMITTED Wfh7 NO INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND FOAM OR CAULK FLOOR F FROM THE BOTTOM TO THE TOP OF ALL PERIMETER BUCKLING AND PROVIDED THAT THE BAIT ONLY D.NUMBER OF JACK STUDS DETERMINED BY N L LJ • FLOOR FRAMING MEMBERS COMPRE55ED AT THE STAPLED EDGES ONLY AND RCNYS. � Ey ONLY TO THE DEPTH OF THE TAB. G _ W CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED INSTEAD OF FLOOR INSULATION, E.WINDOWNOOR TO RETAIN ENERGY STAR ^/ z 0 COVERED WITH A CLA55 I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO THE INSULATION DETAIL LABEL UNTIL FINAL CERTIFICATE IS ISSUED. LJ� OVERLAPPING JOINTS TAPED. CRAWLSPACE WALLS. Q L E,2•_I'lY TYP. WINDOW DOOR DET. sraiR LANDING _� w - - SHAFT PENETRATIONS DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE SHAFTS 112°=I'-0° OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. A.JOINT BETWEEN TWO TOP PLATES. INTERIOR ALIGNED AIR BARRIER W �; B.STUD TO INTERIOR SHEATHING CONNECTION 2%6 FRAMING,16'OC NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT OR (ALL AROUND)PRIOR TO INSULATION INSTALLATION. EXTERIOR 2)LVL HEADER DETAILS NARROW CAVITIES SHALL BE FILLED WITH INSULATION ON C.FLOOR FRAMING TO 5UBFLOOR CONNECTION •_RIGID INSULATION(R-10) J W INSTALLATION READILY CONFORMS TO THE AVAILABLE (ALL AROUND) /f CAVm SPACE. D.JOINT OF TWO SILL PLATES AND ALL ANCHOR 1/2'=1'-O' < GARAGE SEPARATIONS AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE - BOLTS PENETRATIONS. A.INSTALL HEADER AS PER RCNY5(2)LVL AND SEAL ALL EDGES, _ U Q AND CONDITIONED SPACES. _ - -- _ - _ - E.SILL TO FOUNDATION WALL CONNECTION d'%6' SEAMS GAPS AND HOLES WITH CAULK OR FOAM PRIOR TO FINAL - EXTERIOR A.INSTALL CONTINUOUS INSULATION I w C -- - - - SILL INSULATION,TERMITE SHIELD,YRx6°SILL _ INSULATION INSTALLATION.. _ _ WITHOUT M15AI1GNMENTS,GAPS,VOIDS INSULATION;TERMITE SHIELD 15 NOT TO COME - OR COMPRESSIONS IN WALL RECESSED LIGHTING RECE55ED LIGHTING FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING 'INTO CONTACT WITH FOUNDATION WALLJ. B.INSTALL TWO LAYERS OF 1'OWENS CORNING FOAMULAR 250 RIGID W THERMAL ENVELOPE 5HA;;BE SEALED TO THE DRYWELL THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED. - INSULATION(R-5 EACH)50 THAT EDGES ARE TIGHT AND COMPLETELY B.BACK WITH RIGID AIR BARRIER OR r_1 PLUMBING t WIRING BAIT INSULATION SHALL BE GUT NEATLY TO FIT AROUND SEAL ALL SEAMS,EDGE5.GAPS AND HOLES FILL OPENING. OTHERSUPPORTING MATERIAL TO PREVENT = C)WIRING AND PWMBING IN EXTERIOR WALLS.OR INSULATION AROUND PERIMETER AND IN THE AIR BARRIER WITH INSULATION FROM SAGGING AND TO CAULK OR LOW EXPANSION FOAM PRIOR TO FINAL C.WHERE ATRIPLE HEADER 15 REQUIRED,INSTALL ONE,I'THICK LAYER CREATE A CONTINUOUS THERMAL BARRIER THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE INSULATION INSTALLATION(ITEMS A,B.C.D AND E. OF INSULATION(R-5). SPACE SHALL EXTEND BEHIND PIPING AND WIRING. INCLUDINGBOX°5,PIPES AND CABLES). C.INSTALL TOP t BOTTOM PLATE AT ALL 5HOWER/NB ON EXTERIOR THE AIR BARRIER INSTALLED AT EXTERIOR WAL 5 ADJACENT EXTERIOR WALLS ADJACENT TO 5HOWER5 AND TIJB5 SHALL - - - - - - INTERIOR KNEEWALL5. -_.---__---------- _ - WALL TO SHOWERS AND TUBS SHALL SEPARATE THEM FROM THE BE INSULATED._- --_-_- -_ _-_---- - - HEADER_ ._ ____ _ - - ------- -E� t I -DET.- @ EXTER- =--_= -- - ---`-'' - - ,2 SC.SEAL ALL 5EAM5.EDGES.GAPS AND HOWER AND 1UB5.----.- THE AIR BARRIER WITH OR ____ ___ —_ ___—___ ___ ____.—___.. HOLES IN CAUIJC 1/2-P-O` _. A.INSTALL I XG NAILER AT 2X4 FOAM. ELECTRICAL t PHONE BOX THE AIR BARMER5HALL BE INSTALLED BEHIND ELECTRICAL _ 6 FRAMING,16'OC FRAMING AND RUN INSULATION EXTERIOR WALLS gE INSTALLED.°ATION BOXES 0R AIR-SEALED BONES SHALL _- _ - UNCONDITIONED SPACE - -F.- 4 FRAMING,16"OC CONTINUOUSLY BEHIND. _- D.DETAIL 51MIUAR AT 5KYUGHT WELLS.HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE BIOLDING B EHAUST PAN - -- 0G NAILER B.SEAL ALL SEAMS,EDGES.GAPS - AIR BARRIER- DETAIL_ mTHERMAL ENVELOPE SHALL BE SEALED TO THE 5UBFLOOR "- -- DSUBF .___ ____._ ___ WOR DRYWALL _ - --_-_-- _. __UGHTFUFTURE - - 0 PLYWOO L°OR ._ AND HOLES IN THE AIR BARRIERWITHGADI,°RFOAMPRIORT° NEEWALL CONDITIONSNOOD FRAMING FINAL INSULATION INSTALLATION U FAt,1_ _ "_. (EX.BOXES.PIPES AND CABLES)._. _ a.d Q of - FINISHED CEILING - I/T=I'-O a K a' < - INTER. /EXTER. WALL -DET. A.INSTALL Q o CONDITIONED SPACE LLF I/2'-P-9 MISALIGNMENTS,COMPRESSIONS.GAPS OR .6> > J W _ CID A.INSTALL RILED,CONTINUOUS AIR BARRIER MATERIAL TO SEPARATE THE a co CD EXTERIOR FROM THE CONDITIONED SPACE. A BEFORE INSULATING ATTIC,SEAL ALL TOP VOIDS IN ALL EXTERIOR WALL AND BAND JOIST Z l2]Z E_-- ATTIC CAVITIES AND IN CONTACT WITH ALL 51DE5 OF PLATES TO INTERIOR CLADDING � W� � I--' W , B.CUT ALL PENETRATION MOLES CLEANLY WITH A SAW OR DRILL AND NOT CONNECTIONS WITH FOAM OR CAULK TO THE CAVm. Y U z U ~ MORE THAN I'LARGER THAN THE DIAMETER OF THE PENETRATING OBJECT STOP AIR LEAKS FROM ATTIC SPACE TO NOTE-VERIFY ADEQUATE FIRE-BLACKING. Ell Y y Lu W N TO ALLOW FOR PROPER AIR'5EAUNG.SEAL ALL GAPS AND HOLES TO CONDITIONED SPACE. - B.BACK WITH RIGID AIR BARRIER OR OTHER =Dp =W cp EXPANDABLE FOAM SEALANT AND CAULKING UNCONDITIONED SPACE WITH CAULK OR FOAM.FIBROUS INSULATION 15 SUPPORTING MATERIAL TO SEPARATE THE UCa7 Q (nw TAPE SEAMS AT INSULATION AT ROUGH OPENING NOT TO BE USED TO SEAL AIR BARRIERS.ACK WITH RIGID AIR BARRIER CONDITIONED SEAL ALL SEAMS,EDGES,GAPS AND HOLES EXTERIOR FROM THE INTERIOR SPACE. 41Y#.E TS NO PIPE EXPOSURE _ - °R OTHER SUPPORTING MATERIALTO SEPARATE THE EXTERIOR FROM THE PACE AROUND THE WINDOW/DOOR AND IN THE AIR - _ INTERIOR SPACE. BARRIER WITH CAULK OR LOW EXPANSION- O O C.SEAL ALL SEAMS,EDGES,GAPS AND HOLES FOAM PRIOR TO FINAL INSULATION a a IN THE AIR BARRIER WITH CAULK OR FOAM NOTE - C.UGHT FIXTURES MUST BE[CAT LABELED. 2%4 INTERIOR INSTALLATION(INCL BOXES,PIPES AND PRIOR TO FINAL INSULATION INSTALLATION EX. - THE AIR LFAKAGETFSTINGSNALLBE ALLCABLES). BOXES;PIPES AND CABLES).PERFORMEDNOTTOEXCEED3ACH LIGHT & FAN SEALSTOP PLATE/ATTIC DETAIL SOFFIT DETAIL ETHYL PIPE INSULATION MIN.R-3 I/2'=I'-0° (AT EXTERIOR WAW I/2'=I-O k COLD DOMESTIC WATER LINE A.INSTALL INSULATION WITHOUT MOALGNMENT5, Q COMPRESSIONS,GAPS OR VOIDS IN ALL INTERIOR A.INSTALL INSULATION WITHOUT EXTERIOR WALL AND BAND JOINT CAVITIES AND IN MISALIGNMENTS.COMPRESSIONS,GAPS OR EXTERIOR INTERIOR Q CONTACT WT01 ALL SIDES OF THE CAVITY. VOIDS IN ALL WALL AND BAND J015T CAVITIES. Z PIPE INSULATION FOR DOMESTIC WATER LINE DETAIL FOR DOORS AND WINDOWS TREATED BILL RLSEAR ¢ B.BACK WOF1 RIGID AIR BARRIER OR OTHER B.BACK WITH RIGID AIR BARRIER OR OTHER CAPILLARY BREAK NTS NTS SUPPORTING MATERIAL TO SEPARATE THE SUPPORTING MATERIAL TO SEPARATE THE FLASHING ai -p C S AB d, a[ EXTERIOR FROM THE INTERIOR SPACE. d' GARAGE FROM THE INTERIOR SPACE. GRADE :"�t:'e' GIO INSULATION = LL R4033.IINSlRATION(PRESCRIPTIVE) flENRN O o02 GARAGE a 015TURE BARRIER 0 O $O TAPE SEAMS AT INSULATION R-6 MIN. DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF a C.SEAL ALL SEAMS,EDGES,GAPS AND HOLES IN L� C.SEAL ALL SEAMS,EDGES,GAPS AND HOLES RIGID INSULATION �� OMFACTED FILL Z Wa��! JOINTS NO PIPE EXPOSURE R-BWHEAE31NCN61N DIAMLTFAANDGRFATFRAND Rfi , THE AIR BAR)OER WITH CAULK OR FOAM PRIOR To `�_ IN THE AIRBARRIER WITH RATED CAULK OR ', ` J 1S�9yp •le -_ --_--- ® WHERE LESS THAN 3TIER PORTIONS ONS OF T SUPPLYAND ND C FINAL INSULATION INSTALLATION(EX.BOXES. FOAM PRIOR TO FINAL INSULATION RETURN OUCfS IN OTHER PORTIONS OF THE BUILDING PIPES AND CABLES). INSTALLATION(IX.WIRING BOXES,PIPES AND SHALLBEINSULATEDTOA MINIMUM OF R-6WHERE3 B CABLE PENETRATIONS). INCHES IN DIAMETER OR GRFATFAAND R-01 WHERE LESS D.SUPPORT INSULATION WITH STAVES OR ------�---- NETTING.VAPOR BARRIER TO FACE PROPERLY. '-:_� D.SUPPORT INSULATION WITH STAVES OR m THAN3INOIES IN DIAMETER. NETTING.VAPOR BARRIER TO FACE PROPERLY. SLAB INSULATION DET. Q E.INSULATION BAFFLE;I'MINIMUM,INSULATION NOTE-AIR BARRIER AT GARAGE MUST BE%° POLYETIIYLENE PIPE INSULATION MIN.R-3 R403.12SEAUNG(MANDATORYJ.DUCTS,AIR HANDLERS TO RETAIN 75%OF THICKNESS IN WALL BELOW. TYPE'X'GWB SEALED WITH RATED FOAM OR 0 REFRIGERANT LINES AS PER MANUFACTURER AND FILTER BOXES SHALL BE SEALED.JOINS AND SEAMS t �,-,� I/2°=1'-O° SHALL QTMPLYWITH THE NYS MECHANICAL CODE,AS APPLICABLE DRAWING NUMBER: PIPE INSULATION FOR REFRIGERANT LINE DUCT INSULATION DETAIL TYPICAL EXTERIOR WALL AIR BARRIER—GARAGE (WITH VENTED CRAWLSPACe OF CELLAR) 1/2• I'-0' Imo' H'� A- 1 0 TUTS TUTS GENERAL NOTES CONSTRUCTION NOTES WOOD FRAMING NOTES PLUMBING NOTES CODE COMPLIANCE 1.ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND V I. BESCWRITTEN DIMENSIONS SHALL HAVE PRECEDENCE THESE DRAWINGS ARE NOT 1.ALL STRESSLUMBER900 TO A D A MODULUSIR LARCH NO.2 OR EQUAL,WITH UNLESS OTHERWISE FIBER I.A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSFER ALL WIND AND REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER �- o STRESS OF 900 P51 AND A MODOF ELASTICITY OF 1,600,000,UNLESS OTHERWISE GRAVITY LOADS FROM THE ROOF,WALL,AND FLOOR SYSTEMS TO THE ALL DRAWING HAVE BEEN PRODUCED,EVALUATED AND TO BE SCALED. STATE AND LOCAL CODES AND REQUIREMENTS. PREPARED USING THE 2020 RESIDENTIAL BUILDING CODE, cY./ m NOTED. FOUNDATION.ALL RAFTERS,STUDS,AND FLOOR JOISTS TO ALIGN AS THE MOST CURRENT NEW YORK STATE ENERGY E 2.LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FACILITATED BY THE DESIGN TO CARRY ALL LOADS UNINTERRUPTED TO 2.ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD OR m m E DRAWINGS.IT 15 THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A 2.ALL ENGINEERED STRUCTURAL WOOD MEMBERS,INCLUDING ENGIN EERED FOUNDATION. CONSERVATION CONSTRUCTION CODE AND ALL ASSOCIATED COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR JOISTS AND BEAMS,TO BE AS MANUFACTURED BY TRUSS JOIST MacMILLAN OR APPROVED EQUAL WITH STANDARDS REFERENCED THEREIN ` Z MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK AS INDICATED. APPROVED EQUAL,AND INSTALLED AS PER MANUFACTURER'S SPECS. 2.ALL STRUCTURAL DIMENSIONAL LUMBER TO BE DOUGLAS FIR LARCH N0.20R 3.ALL PLUMBING SUPPLY PIPING TO BE A MIN. 1/2"COPPER MAINS. Q Q EQUAL,WITH A MINIMUM FIBER STRESS OF 900 PSI,E=1,600,000,G=0.49. REFERENCED CODE PRINTING: 3.THE CONTRACTOR SHALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH 3.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD FOR STUD WALLS,OR FACE 4.ALL MAIN PLUMBING VENTAND WASTE LINESTO BE A MIN.4"IN DIA.AND TO • 2020 RESIDENTIAL CODE C THE EXISTING CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION.ALL OF MASONRY FOR MASONRY WALLS,UN LESS OTHERWISE NOTED. 3.ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MOIST CON DITIONS AS w m i BE CONNECTED TO AN APPROVED SANITARY SYSTEM. z- EXISTING CONDITIONS AND DIMENSIONS SHALL RE VERIFIED.ANY PER NYS RBC TO BE ACQ LUMBER,FASTENERS FOR ACQ LUMBER TO BE HOT C' C=j Z E� DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 4.DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB(S),HEAVY APPLIANCES, DIPPED OR STAINLESS STEEL ONLY. • ICC ANSI AT 17.12009 Ty f.0 8 S.ALL CLEANOUTS TO 8E LOCATED AS PER NYS CODE. PRIOR TO COMMENCING WITH THE WORK. PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOOR,CEILING,AND •� �p- �: •• ROOF,UNLESS OTHERWISE NOTED. 4.FLOOR SHALL NOT BE LOADED UNTIL LATERALLY BRACED AS PER NYS RBC AND/ • ASHRAE 90.1-2013(JULY 2014 PRINTING) 7 m = 6.IF A HOT WATER HEATER IS REQUIRED,MINIMUM SIZED TO BE 40 GALLONS h0 •-�¢ LL 4.CONTRACTOR SHALLVERIFYALL DIMENSIONS&CONDITIONS ON THEJOB AND OR MANUFACTURERAS APPLICABLE,INCLUDING ALL BLOCKING,SHEATHING,RIM MINIMUM,OR ATANKLESS WATER HEATER INSTALLED AS PER NYS CODE. C = '1 o THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE S.PROVIDE METALSUPPORT HANGERS ATALL FLUSH FRAMED FLOOR AND CEILING BOARDS,BRACING,ETC. • ASCE7-2010 - t; DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS.PROVIDED JOISTS,ROOF RAFTERS,HEADERS AND BEAMS. 7.HEATING SYSTEM TO BE OIL OR GAS FIRED SIZED AND INSTALLED AS PER NYS U 3 z DIMENSIONS ARE SUBJECTTO ACTUAL FIELD CONDITIONS AND NO CREDITS S.ALL WOOD DECKING TO BE NAILED AND GLUED. RESIDENTIALAND NYS ENERGY CONSERVATION CODES. ASCE 24-2014 OR EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0'IN ANY 6.PROVIDE CONTINUOUS METALTERMITE SHIELDS AND ACQTREATED WOOD MEASUREMENT. PLATES ALONG PERIMETER WALLS,CONTRACTORTO ENSURE MINIMUM OF,6" 6.ENGINEERED WOOD MEMBERS INDICATED IN THESE DRAWINGS ARE TO BE AS 8,SIZES AND TYPES OF APPARATUS,EQUIPMENT,AND SYSTEM CONTROLS SHALL • AT 7.1-2013 3 BETWEEN GRADE AND WOOD SILL MANUFACTURED BY TRUS JOIST MacMILLAN.ALL MEMBERS TO BE INSTALLED IN 5.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL CODES, STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. COMPLY WITH THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. . ACCA BTH MANUAL J&S-J-2014 ORDINANCES,RULES AND REGULATIONS.CONTRACTOR SHALLARRANGE FOR 7.MINIMUM(2)2 X12 HEADERS OVER ALL OPENINGS,UNLESS OTHERWISE NOTED. S-2011 ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE OCCUPANCY 7.NO SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE CERTIFICATE. B.ALL STUD,JOIST AND RAFTER FRAMING SHALL BE PROVIDED WITH BLOCKING AS ACCEPTED UNLESS ALTERNATE SPECIFICATIONS ARE PRESENTED AND D-2014 PER THE NYS RESIDENTIAL BUILDING CODE.ALL STUD BEARING WALLS TO HAVE ACCEPTED BY THE ARCHITECTS PRIOR TO START OF CONSTRUCTION. 6.THE WORK SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO STUD BRIDGING AT MID-HEIGHT. ARCHITECTS WILL NOTAPPROVE ANY CHANGES FOR BUILDING DEPARTMENT COMPLETE CONSTRUCTION AS SHOWN ON THE DRAWINGS.ALL CONTRACTORS SIGN-OFFS IF INCORRECT JOISTS ARE INSTALLED. AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROPER PERFORMANCE 9.ALL FIRESTOPPING AND BLOCKING TO BE INSTALLED AS PER NYS RESIDENTIAL GENERAL STRUCTURAL NOTES OF THEIR WORK,COORDINATION WITH OTHER TRADES,METHODS,SAFETY AND BUILDING CODE. 8.USE ONLY MANUFACTURER'S RIM BOARDS AT ENDS OF SPANS OF ENGINEERED SECURITY ON THE JOB SITE.THE ARCHITECT AND HIS AGENTS ARE NOT JOISTS-SOLID SAWN DIMENSIONAL LUMBER IS NOT ACCEPTABLE. uj RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND 10.USE WATERPROOF MEMBRANE FLASHING AROUND ALL OUTSIDE DOORS AND INDEMNIFIED BY ALL CONTRACTORS FROM ANY CLAIMS,LOSSES,SUITS OR WINDOWS. 9.CUTTING AND NOTCHING OF ENGINEERED BEAMS AND JOISTS MUST BE IN 1.CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND IMMEDIATELY } LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS,FAILURETO NOTIFY ARCHITECTS OF ANY DISCREPANCIES FROM THE DRAWINGS.HESHALL U z 11.FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS,PIPES,VENTS, FOLLOW MANUF SPECS WILL RESULT IN THE UNSATISFACTORY MEMBERS BEING TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR SAME. z 7.ALL WORK IS TO CONFORM WITH THE ENVIRONMENTAL CONSERVATION CODE OF SKYLIGHTS,CHIMNEYS,ROOF VENTILATORS,HIPS,RIDGES,VALLEYS,CHANGES REPLACED AT THE GENERAL CONTRACTOR'S EXPENSE. 2.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, � NEW YORK STATE.GLASS AREAS USED ANYWHERE IN THE WORK SHALL BE OF ROOF SLOPE,AND GABLE EN DS. W DOUBLE GLAZED LOW E HIGH PERFORMANCE GLAZING WITH A MIN"U"VALUE 10.CONTRACTOR TO OBTAIN SHOP DRAWINGS OF ALL ENGINEERED FRAMING FRO ELECTRICAL,PLUMBING,ETC.REQUIREMENTS.DISCREPANCIES AND/OR O OF.35.ALL EXTERIOR DOORS SHALL HAVE INSULATED CORES WITH AMIN'U" 12.ALL GYP.ED.WALLS AND CEILINGS TO BE TAPED,SPACKLED,3 COATS,AND TRUS 101ST MacMILLAN PRIOR TO START OF JOIST INSTALLATION.REFERTO INTERFERENCES SHALL BE REPORTED TO THE ARCHITECTS IMMEDIATELY UPON �. VALUE OF.40. SANDED READY FOR PAINT. MANUFACTURERS DOCUMENTATION FOR SPECIFIC FRAMING DETAILS NOT DISCOVERY. INDICATED ON THESE DRAWINGS.ALL WEB PENETRATIONS AS PER (n W 8-CONTRACTOR SHALL BERESPONSIBLE FOR ADEQUATELY BRACING AND 13.WATERPROOF GYP.ED.TO BE PROVIDED AROUND TUB AND ON WET WALL IN ALL MANUFACTURERS DETAILS.INSTALLALL BLOCKING,STIFFENERS,ETC.AS PER 3.ALLWORK SHALL BE GOVERNED BY THE LOCAL BUILDING CODE(LATEST w W PROTECTING ALLWORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, BATHROOMS. _ MANUFACTURERS DETAILS AND SHOP DRAWINGS. EDITION),AND ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE (n ir- COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, ADHERED TO AS IF CALLED FOR OR SHOWN ON THE DRAWINGS.THIS SHALL ENERGY CODE COMPLIANCE STANDARDS AND GOOD PRACTICE. 14.BATHROOMS WITHOUT NATURAL VENTILATION TO HAVE AN ELECTRIC EXHAUST 11.AS PER NEW YORK STATE BUILDING CODE,MANUFACTURER'S SPECIFICATIONS NOT BE CONSTRUED TO MEAN THATANY REQUIREMENTS SET FORTH ON THE O FAN(50 CFM MINIMUM)CONNECTED TO LIGHT SWITCH AND DUCTED TO THE FORALL ENGINEERED LUMBER MUST BE ON-SITE FOR REVIEW BY BUILDING DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENTTHAN 1•ENERGY CODE NOTES AND SPECIFICATIONS ARE BASED ON _ 9.CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING WATER, EXTERIOR. INSPECTOR DURING COURSE OFCONSTRUCTION. THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY THE MOST CURRENT INTERNATIONAL RESIDENTIAL BUILDING P: W SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS AND SHALL USE REQUIRED BY CODE. CODE CHAPTER II ENERGY EFFICIENCYAND THE LATEST NEW �� Q z HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND 15.ALL WINDOW DESIGNATIONS ARE FORANDERSON HIGH PERFORMANCE 400 = Q SERVICES.IF ANY LINES ARE BROKEN OR DAMAGED,THE CONTRACTOR WILL SERIES GLAZING. 4.PERFORM THE WORK OF ALL TRADES IN A COMPLETE,THOROUGH AND YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. W W J REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER WORKMAN LIKE MANNER IN CONFORMANCE WITH THE ACCEPTED PRACTICES `JLLI INSPECTION OF HIS WORK.. 16.GC TO INSTALL HARD WIRED SMOKE DETECTORS AND OTHER LIFE SAFETY AND ALL REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. 2.ALL PROJECTS IN NYS COUNTIES LIE IN CLIMATE ZONE 4A. I' Q EQUIPMENT TO MEET ALL APPLICABLE CODES. Q CONCRETE NOTES AND NERAICONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 3.INTERIOR DESIGN TEMPERATURES FOR LOAD CALCULATIONS ! \ Q 10.THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL - 17.GC TO INSTALL ALUM GUTTERS AND LEADERS IN LOCATIONS AS REQUIRED TO - AND PROTECTION OF ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 'SHALL BE 72°FOR HEATING AND 75"FOR COOLING ��/1 c FIRE DEPARTMENTS REQUIREMENTS AND REGULATIONS,PROOF OF WHICH _ COLLECTALL RAIN WATER RUNOFF-COLOR AS PER OWNER. _ BREAKAGE, DISTORTION AND MISALIGNMENT IN ACCORDANCE WITH -- -------- -- -- 1.ALL CONCRETE SHALL BE I-2-4 MIX,Fc=4000 PSI. SHALL MATERIALS AND PRODUCTS. IRE MARSHALL PRIOR TO THE INSTALLATION OF - - -- ____. ___ . -____ _ GOOD PRACTICE AND ALLGOVERNINGCDDES.ALLSHORING AND BRACING 4.UNLESS SUPERCEDED BY CALCULATIONS BASED ON ENERGY Q SUCH MATERIALS AND PRODUCTS. SHALL REMAIN IN PLACE UNTIL NEW STRUCTURAL MEMBERS HAVE BEEN DEMOLITION NOTES" 2•WHERE SLABS ARE SUPPORTED ON FILL,THE FILLSHALL BE PROPERLY � INSTALLED AND LOADED. PERFORMANCE SOFTWARE,ALL INSULATION VALUES FOR 1 W '1 1L MATCH ALL EXISTING CONDITIONS AS THEY RELATETO FINISHES,LIGHTING COMPACTED IN LAYERS. COMPONENTS SHALL CONFORM TO VALUES INDICATED FOR Q COURSING,DIMENSIONS,HEIGHT,ALIGNMENT,ETC MOVE AND RELOCATE ANY 6.ARCHITECT OF RECORD SHALL NOT BE RESPONSIBLE FOR THE WORK RELATING CLIMATE ZONE 4IN TABLE N1102.1.20N SHEET T-0. rl 3.INSTALL PRE-MOLDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND PARTITIONS„WIRING,PLUMBING AND DUCTWORK THAT MAYBE CONCEALED IN 1.DEMOLITION WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL AT ALL COLUMN LOCATIONS.JOINT MATERIAL TO HAVE INSULATION VALUE OF TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS;METHODS, 5.IN LIEU OF THE PRESCRIPTIVE COMPONENT METHOD, WALLS OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETEJOB IN ALL AND STATE REGULATIONS,INCLUDING ALL PERMITS AND UTILITY CUT-OFFS. R-5 FOR BUILDING CONSTRUCTION. TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM APPROVED PERFORMANCE ANALYSIS SOFTWARE WILL BE RESPECTS. _ HIS WORK. -- -- --- -�- -- -- ---- - ---- - - - - - 2PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS-___- -4.STEEL REINFORCING BAR_5 SHALL BE IN ACCORDANCE WITH ASTM AM GRADE-- - _ - - ACCEPTABLE TO PROVE BUILDING ENERGY EFFICIENCY --12:PROVIDE-ALL BLOCKING AND-SUPPORTS-AS-REQUIRED FOR FRAMING OF NEW - BUILDING - -- - - ,_ - -- � - .-__-- ---- --_ _- -- -- - --_- =-_-7.GENERALCONTRACTORSHALL BE RESPONSIBLE FORALL SAFETY CONDITIONS _ COMPLIANCE.COMPLIANCE SOFTWARE TOOLS SHALL _ . CONSTOF THERUCTION RUCTIOAND DEMOF OLITION RK STATE ANSI/NFPA 241-1975,BUILDING = =-fiO DEFORMED. --- - - - ---- - - _ _.AND EXISTING AREAS,INSTALL ANDREMOVE(AFTER COMPLETION)ALL - - ---_-_-- ______--- ---- - -- - --=_--=_-_ -__-_ -RELATING TO THE J08 CONSTRUCTION AND ASSUME PROTECTION RELATED - GENERATE A REPORT THAT DOCUMENTS THAT THE PROPOSED ----_-___--- -- CONSTRUCTION AND DEMOLITION OPERATIONS.-=---- TEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO ADEQUATELY S.MINIMUM LAP OF#4 REINFORCING BARS SHALL BE 20°AND FOR#5 TO ADJACENT OCCUPANCIES. DESIGN COMPLIES WITH THIS SECTION,AND SHALL BE � SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY 3.PROVIDE ALLTEMPORARY BARRICADES,RAILINGS,LIGHTING,ETC REQUIRED _ REINFORCING BARS 26' - __- _ SUBMITTED WITH THE APPLICATIONS FOR THE BUILDING PERMIT. N -----=_--_ -=- -KIND,INCLUDING DUST. -- _ TO PROTECT THE WORKMEN,OWNER'S PERSONNEL AND OTHERS FROM INJURY - -- "----" - _- ---- - -- - - (INCLUDED ON THIS SHEET IF APPLICABLE). m "- DUE TO THE DEMOLITION WORK. PROVIDE FREE AND SAFE PASSAGE OF 23.FLASH,CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING ROOFS,WALLS,_ =PERSONS TO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. --=---_ - - 6.AS PER N1102.2,WHERE R-49 INSULATION IS REQUIRED IN W AND PENETRATIONS,TO FORMA WATERTIGHT ASSEMBLY.ALL FLASHING TO BE _ _----_ _ _ _ -_-- ' - -"-- -_-- __ - _ -ATTIC CEILING SPACES,INSTALLING R-38 OVER 100%OF THE > U - _ 16 OUNCE AND EXTEND AT LEAST B"ABOVE INTERSECTING SURFACES. 4.THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST - - - .- - _ - .. - - CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO 0�fy- Of -- --- - -- -14.ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE WEATHER(RAIN,WIND,STORMS,FROST OR HEAT)SO AS TO MAINTAIN ALL WORK, - - - - - - -, SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER CL z m MATERIALS,EQUIPMENT AND FDCTURES FREE FROM DAMAGES,REPAIR ANY ELECTRICAL NOTES FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS a. 0 0 RESIDENTIAL CODE OF NYS AND THE APPROVED ELECTRICAL INSPECTOR DAMAGE TO PROPERTY OF THE OWNER WHICH IS TO REMAIN IN USE,ORTHATOF CONTROLLED INSPECTION OVER THE WALL TOP PLATE AT EAVES. am a W w THE FINALULCERTIFICATEOFAPPROVAL MUST BE PRESENTED TO THE OWNER _ANY PERSON,OR PERSONS ON OR OFF THE SITE,CAUSED BY THE DEMOLITION .1.ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND °�� w J >�> PRIOR TO FINAL PAYMENT. WORK WITHOUT ADDITIONAL EXPENSE TO THE OWNER. - - REGULATIONS OF THE RESIDENTIAL CODE OF NEWYORK STATE AND ALL /'� �+ 7.AS PER N1102..22,WHERE INSULATION VALUES ABOVE R-30 0 z m z ~' W OTHER STATE AND LOCAL CODES AND REQUIREMENTS. REQUIREMENTS Of 15.THE ENTIRE PREMISES,INSIDE AND OUT,SHALL RECLEANED OF ALL DEBRIS -. -- - - ARE REQUIRED N CEILINGS WITHOUT ATTIC SPACES AND THE Y= Z 0 F_ S.CONTRACTOR SHALL ADEQUATELY BRACE AND SHORE ALL EXISTING v ABELSADMATERIALS,TO THE TINGS ISFALLMAOFTHEOWNER,INCLUDING - REQUIRED ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE W>. W STRUCTURAL ELEMENTS TO REMAIN DURING DEMOLITION AND CONSTRUCTION_ _ -2.THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND AN I.AS PART OF THE CONTRACT FOR CONSTRUCTION,THE GC FOR THE PROJECT => �m LILT =O � LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. BRACING TO REMAIN IN PLACE UNTIL FINAL STRUCTURAL ELEMENTS ARE UNDERWRITERS CERTIFICATE TO THE OWNER UPON COMPLETION OF THE WORK. MUST RETAIN ATHIRD PARTY ENGINEERING CONSULTANT(SPECIAL INSPECTOR) FOR SUCH ROOF CEIIOLWG ASSEMBLIES SHALL BER-30.LTHIS S U 9 0 w z O INSTALLED IN THEIR ENTIRETY. TO CONDUCT CONTROLLED INSPECTIONS OF ALL STRUCTURAL COMPONENTS UE REQUEST FOR FINAL PAYMENT MUST A ACCOMPANIED WITH A;WAIVER OF - 3.ALLSMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE SUPPLIED AND LIMITED TO 500 SQUARE FEET H 2ERo MAX OF THE TOTAL TO THE GENERA ALL TRACONTRACTORS AND MATERIAL SUPPLIERS,IN ADDITION _ INDICATED ONTHEPRK PLACEMENT, CEMENT,REBA NLACEME T,REBAE COVER, - INSULATE CEILING AREA,WHICHEVER IS LESS. 6,PERFORM THE DEMOLITION WORK IN SUCH A MANNER L BY BURNING PREVENT FIRES. - INSTALLED PER CODE. CONCRETE FORMWORK PLACEMENT,REBAR PLACEMENT,REBAR COVER, .TO THE GENERAL CONTRACTOR. m NOTREM BE ERMITTALL DONSI E.DEBRIS PROMPTLY.DISPOSSED OFIALWILL - SPECIFIED CONCRETE STRENGTH,CONCRETE POURING DISTRIBUTION, 17.PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S NOT MANNER. ALL DEBRIS SHALL BE DISPOSED OFINALEGAL, 4.G.F.I.CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS,KITCHEN, 8.THE BUILDING IN DWELLING UNIT SHALLAT N TESTEDEXCEEDING �' CONCRETE ULTIMATE STRENGTH,MASONRY,ALL FRAMING INCLUDING JOISTS, WORKMAN-LIKE MANNER. GARAGE,AND AS REQUIRED BY CODE VERIFIED AS HAVING AS AIR LEAKAGE RATE NOT EXCEEDING Q RESPONSIBILITY.THE ARCHITECTS TAKE NO RESPONSIBILITY FOR DELAYS OF - - BEAMS AND GIRDERS,BOLTING AND ALL STEEL CONNECTIONS(BOLTED AND THREE AIR CHANGES PER HOUR IN CLIMATE ZONE 4.TESTING TO C•) GOVERNMENT AGENCIES. 7.ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, S.ELECTRIC SERVICE SHALL BE INCREASED AS REQUIRED IN ORDER TO HANDLE WELDED).ALL INSPECTION REPORTS TO BE SUBMITTED TO THE ARCHITECTS AS COMPLY WITH THE REQUIREMENTS OF THIS SECTION. Z FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM THE IMPOSED ELECTRIC LOAD AT PEAK DEMAND, WORK PROGRESSES. -- 18.CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE DAMAGE UNTILTHE OWNER DETERMINES THE COURSE OF ACTION TO BETAKEN CONSTRUCTION DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE WITH SAME. 2.CONTROLLED INSPECTIONS ARE REQUIRED REGARDLESS OF INSPECTIONS ARCHITECTS PRIOR TO START OF WORK.ANY CHANGES MADE BY THE CONDUCTED BY MUNICIPALITIES,AND REGARDLESS OF WHETHER OR NOT WORK CONTRACTOR(STRUCTURAL MEMBERS,WINDOW CHANGES,ETC)RESULTING 8,PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN PASSES INSPECTION BY THE BUILDING INSPECTOR OF THE LOCAL MUNICIPALITY IN CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT HAVING JURISDICTION. Of INSPECTION WILL RESULT IN THE CONTRACTOR REPLACING THE COMPLETED SERVICE IN SUCH A MANNER TERMINATED BYTHVOIDE INTERRUPTION O WORK INTHES LINES. 4 CAP ALL UTILITY LINES TERMINATED BY THE DEMOLITION WORK INAMANNER HVAC NOTES PILE NON-COMPLIANT WORK MEETTHE WILL DSPECIFSIBLE FOR AT APPROVED BYTHE GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES 3. INSTALLATION, LATIONG MUST BE BY SUBMITTED THE ARCHITECTSATTHE ON CONTRACTOR'S COST.ARCHITECTS WILL NOT BE RESPONSIBLE FOR OF INSTALLATION,CERTIFIED BY A NY STATE LICENSED ENGINEER PRESENT ON Z HAVING JURISDICTION. u CONTRACTOR DEVIATIONS FROM THE APPROVED PLANS. SITE DURING INSTALLATION TO CERTIFY THATALLPILES ARE INSTALLED AS PER � 1.ALL HVAC WORKTO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS PLANS TO THE ULTIMATE BEARING CAPACITY OF 200%(DESIGN LOADS INDICATED19. 9.ALL EXISTING DUCTWORK,ELECTRICAL EQUIPMENT,ETC IN AREAS TO BE Z u�•A P AGREEMENT BETWEEN HE OWNER CONSTRUCTION ADMINISTRATION DEMOLISHED SHALL BE PROTECTED AND RELOCATED AS REQUIRED ACCORDING OF THE NYS RESIDEN REFERS NYSCED ENERGY CONSERVATION CODES,AND ON FOUNDATION PLAN XASAFETY FACTOR OF 2). CS+ 8Y0 AGREEMENT BETWEEN THEOWNER AND THE ARCHITECT,THE INFORMATION TO FIELD CONDITIONS. AND ALL STANDARDS REFERENCED THEREIN. _ ��b • SHOWN ON THESE DRAWINGS CONSTITUTES THE EXTENT OF ARCHITECTURAL 4,CONFIRMATION SHALL BE PROVIDED BYTHE GCTO THE ARCHITECTS 0 30 PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE DEMOLITION WORK SERVICES RENDERED TO THE CLIENT.THE ARCHITECT HAS NO FURTHER 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE HVAC CERTIFYING THATTHE CONCRETE INSTALLED IS 4,000 PSI STRENGTH AS . CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION OF SYSTEM AND ALL DUCTWORK,BASED ON THE CODES ABOVE INDICATED IN THE DRAWINGS,EVIDENCED BY 7 AND 28 DAY BREAK REPORTS. IS BEING PERFORMED AND AREAS WHICH ARE FINISHED OR IN USE. m CONSTRUCTION DRAWINGS REQUIRED TO OBTAIN A BUILDING PERMIT IN 6 ACCORDANCE WITH ALL APPLICABLE CODES.IN ALL CASES,THE ARCHITECT 11.LEAVE EACH AREA BROOM CLEAN UPON COMPLETION OF EACH WORK DAY. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXISTING S.A FINAL LETTER OF CERTIFICATION SHALL BE PROVIDED TO THE ARCHITECTS CD DISCLAIMS ANY AND ALL RFSPONSIBILTY IF THE BUILDING 15 CONSTRUCTED WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR HVAC SYSTEM,IF APPLICABLE,AND DETERMINING IF THE EXISTING SYSTEM BY THE G.C.UPON COMPLETION OF WORK CERTIFYING THATALLWORK HAS BEEN WITH DIMENSIONS,SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS. WALL - IS SUFFICIENT TO HANDLE ANYADDITIONAL HEATING/COOUNG LOADS,AND DONE IN ACCORDANCE WITH THE APPROVED PERMIT PLANS FOR SUBMISSION GMWING NIINBER: SHALLRECOMMEND UPGRADES TO THE SYSTEM AS REQUIRED. TOTHEBUILDING DEPARTMENTAND FOR THE ARCHITECTS RECORDS. 1LWHEE REMOVE CONSTRUCTION ISHANDSHEATHINBUTS OR SANEXISTINGEXTERIOR 4.CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT LOCATIONS 6.GABYTCHILINGUIRIAN,AS ARCHITECT OF RECORD,HAS NO RESPONSIBILITY FOR A- 1 1 WALL,REMOVE RATIONHE FOR FWGYP UMBATIiINGDOWN IOEXISTING WITH THE OWNERS AND ARCHITECTS PRIOR TO FABRICATION AND INSTALLATION. CONSTRUCTION SUPERVISION,MANAGEMENT OR INSPECTIONS OF ANY KIND. STUDS,IN PREPARATION FOR NEW GYPSUM BOARD AND INTERIOR FINISH. (2020 NEW YORK S TATE RESIDENTIAL CODE) EFFECTIVE AS OF MAY 12TH, 2020 U d E 4 R301.1-APPLICATION: R317.1-PROTECTION AGAINST DECAY: R502.6-BEARING: R802.3.1-CEILING JOIST AND RAFTER CONNECTIONS: BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE CONSTRUCTED TO AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES THE ENDS OF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1 1/2' CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE a) E SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS, AND GRADE OF LUMBER,PRESSURE PRESERVATIVE-TREATED IN ACCORDANCE WITH BEARING ON WOOD OR METAL AND NOT LESS THAN 3'ON MASONRY OR CONCRETE WITH TABLE R802.5.1(9),AND THE RAFTER SHALL BE NAILED TO THE TOP WALL PLATE U `� Ua FLOOD LOADS,SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY AWPA U1.THESE AREAS INCLUDE WOOD JOISTS WITHIN 18'AND WOOD GIRDERS EXCEPT WHERE SUPPORTED ON A 1'X 4'RIBBON STRIP AND NAILED TO THE IN ACCORDANCE WITH TABLE R602.3(1).CEILING JOISTS SHALL BE CONTINUOUS OR. Q pQ Z THIS CODE.THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE WITHIN 12'OF EXPOSED GROUND IN CRAWLSPACES,WOOD MEMBERS THAT REST ON ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS.THE BEARING ON SECURELY JOINED IN ACCORDANCE WITH TABLE R802.5.1(9)WHERE THEY MEET OVER -. WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS LESS THAN 8'FROM MASONRY OR CONCRETE SHALL BE DIRECT,OR A SILL PLATE OF 2'MIN NOMINAL INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE A Q 1.U r,c COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS OF THE TRANSFER OF EXPOSED GROUND,SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLABS,THE THICKNESS SHALL BE PROVIDED UNDER THE JOIST,BEAM OR GIRDER. CONTINUOUS TIE ACROSS THE BUILDING WHERE SUCH HOISTS ARE PARALLEL TO THE �: w B^ LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS, RAFTERS. THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING R502.6.1-FLOOR SYSTEMS: H O EE THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HAVING A CLEARANCE OF LESS THAN 6'FROM THE GROUND AND WOOD JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP NOT WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALL •` FRAMING/FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY LESS THAN WAND SHALL BE NAILED TOGETHER WITH A MIN OF THREE 10d FACE PLATE,JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER R301.2.1.2-PROTECTION OF OPENINGS: OR CONCRETE WALLS UNLESS AN APPROVED VAPOR RETARDER IS APPLIED TO THE NAILS. TIES,OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE ACONTINUOUS TIE.WHERE bn EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL WALL PRIOR TO INSTALLATION. CEILING JOIST ARE NOT PARALLEL TO RAFTERS,RAFTER TIES SHALL BE INSTALLED.: C BE PROTECTED FROM WINDBORNE DEBRIS AS PER ASTM E 1996 AND ASTM E 1886 AS R502.7.1-BRIDGING: RAFTER TIES SHALL NOT BE LESS THAN 2-X 4-,INSTALLED IN ACCORDANCE WITH THE s MODIFIED BY 301.2.1.2.1.EXCEPTION:UPON COMPLETION,CONTRACTOR SHALL R318.1-SUBTERRANEAN TERMITE CONTROL: JOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x12 SHALL BE SUPPORTED LATERALLY CONNECTION REQUIREMENTS IN TABLE 5802.5.1(9),OR CONNECTIONS OF cJ i PROVIDE 1/2'PLYWOOD PANELS(8'-0-MAXIMUM SPAN)SIZED TO FIT OVER EACH ALL SILLS AT FOUNDATIONS TO BE PRESSURE PRESERVATIVE-TREATED WOOD IN BY SOLID BLOCKING,DIAGONAL BRIDGING(WOOD OR METAL),OR A CONT 15c3-STRIP EQUIVALENT CAPACITIES SHALL BE PROVIDED.WHERE CEILING JOISTS OR RAFTERS (- GLAZED OPENING.PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING ACCORDANCE WITH AWPA STANDARDS AND R317.1.PROVIDE METAL PLASTIC NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS NOT EXCEEDING ARE NOT PROVIDED,THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED SURROUNDING THE OPENING CONTAINING THE GLAZED OPENING.PANELS SHALL BE TERMITE SHIELDS AT ENTIRE PERIMETER OF SILL. - 8'OC. BY A WALL OR GIRDER DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING m PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED PRACTICE. (7 WITH THE ATTACHMENT HARDWARE PROVIDED.ATTACHMENT HARDWARE AND R401.4.1-GEOTECHNICAL EVALUATION: R502.8.1-SAWN LUMBER-CUTTING NOTCHING AND DRILLING: PERMANENTLY INSTALLED ANCHORS ON THE BUILDING SHALL BE UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SUBSTANTIATED WITH A NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED COLLAR TIES OR RIDGE STRAPS TO RESIST UPLIFT SHALL BE CONNECTED IN THE CORROSION-RESISTANT. STRUCTURAL SOIL TEST,ALL FOOTINGS SHALL BEAR ON SOLID,UNDISTURBED SOIL ONE-SIXTH THE DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN ONE-THIRD UPPER THIRD OF THE ATTIC SPACE IN ACCORDANCE WITH TABLE R602.3.1.COLLAR WITH A MINIMUM BEARING CAPACITY OF 1.500 POUNDS PER SQUARE FOOT. THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE TIES SHALL NOT BE LESS THAN V X 4-,SPACED NOT MORE THAN 4 FEET ON CENTER R301.2.2-SEISMIC PROVISIONS: ONE-THIRED OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT PROJECT LIES IN SEISMIC ZONE B OR C,AND AS A ONE OR TWO FAMILY RESIDENCE IS R403.1.6-FOUNDATION ANCHORAGE: EXCEED ONE-FORTH THE DEPTH OF THE MEMBER.THE TENSION SIDE MEMBERS 4 R802.7.1.2-RAFTER NOTCH/CEILING JOIST TAPER CUT: EXEMPT FROM SEISMIC REQUIREMENTS OF THIS CODE. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS,WOOD SOLE INCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT TAPER CUTS AT THE ENDS OF CEILING JOISTS SHALL NOT EXCEED ONE-FORTH THE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS THE ENDS OF THE MEMBERS.THE DIAMETER OF HOLES BORED OR CUT INTO DEPTH OF THE MEMBER WHEN MEASURED FROM THE INSIDE FACE OF THE EXTERIOR R301.12-DRAFTSTOPPING AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH A MEMBERS SHALL NOT EXCEED ONE-THRIED THE DEPTH OF THE MEMBER HOLES STUD WALL. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND MINIMUM OF 1/2'DIAMETER ANCHOR BOLTS SPACE AT 6 FEET MAX ON CENTER. SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THE MEMBER,OR Lu } BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DRAFTSTOPS SHALL BOLTS SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE OR GROUTED CELLS TO ANY OTHER HOLE LOCATED IN THE MEMBER.WHERE THE MEMBER IS ALSO R802.8.1-BRIDGING: / 1 z BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED OF CONCRETE MASONRY UNITS.THE BOLTS SHALL BE LOCATED IN THE MIDDLE NOTCHED,THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. -RAFTERS AND CEILING JOISTS EXCEEDING THE DEPTH OFA NOMINAL 200 SHALL BE V 1,000 SQUARE FEET.DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO THIRD OF THE WIDTH OF THE PLATE.A NUT AND WASHER SHALL BE TIGHTENED ON SUPPORTED LATERALLY BY SOLID BLOCKING,DIAGONAL BRIDGING(WOOD OR METAL) z APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR EACH ANCHOR BOLT.THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE R502.8.2-ENGINEERED WOOD-CUTTING.NOTCHING AND DRILLING: OR A CONTINUOUS 1'X3'WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING W MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALL BE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN SEVEN CUTS,NOTCHES AND HOLES BORED IN TRUSSES,STRUCTURAL COMPOSITE LUMBER, JOISTS AT INTERVALS NOT EXCEEDING V OC. 0 PROVIDED IN FLOOR-=CEILING ASSEMBLIES UNDER THE FOLLOWING BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION.INTERIOR BEARING WALL STRUCTURAL GLUE-LAMINATED MEMBERS,CORSS-LAMINATED TIMBER MEMBERS OR Q d CIRCUMSTANCES:(1)CEILING IS SUSPENDED UNDER THE FLOOR FRAMING,(2)FLOOR SOLE PLATES ON MONOLITHIC SLAB FOUNDATIONS THAT ARE NOT PART OF A BRACED IJOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S R806.1-ROOF VENTILATION REQUIRED: z FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE Q SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BY A REGISTERED APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS W R308.4-GLAZING IN HAZARDOUS LOCATIONS: R404.1.7-BACKFILL PLACEMENT: DESIGN PROFESSIONAL. VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED W GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING:GLASS IN BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS.UNTIL THE WALL HAS AGAINST THE ENTRANCE OF RAIN OR SNOW.VENTILATION OPENINGS SHALL HAVE A z SWINGING AND SLIDING DOORS AND FIXED SIDELIGHTS,TUB AND SHOWER BEEN BRACED BY THE INSTALLATION OF THE FLOOR SYSTEM,AND THE CONCRETE R502.9-FASTENING LEAST DIMENSION OF 1/16'AND 1/4'MAXIMUM.OPENINGS IN ROOF FRAMING ENCLOSURES,ADJACENT TO DOORS WITHIN 24-,AND WINDOWS WITH AREAS OF HAS DEVELOPED SUFFICIENT STRENGTH. UNLESS OTHERWISE NOTED,FRAMING SHALL BE NAILED IN ACCORDANCE WITH MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7.REQUIRED O 1 GLASS GREATER THAN 9 SQUARE FEET,HAVING THE BOTTOM EDGE OF GLAZING LESS TABLE R603.3(1).WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. J �. W THAN 18'ABOVE THE FLOOR THE TOP EDGE OF GLAZING MORE THAN 36'ABOVE THE UR406.1-CONCRETE AND MASONRY FOUNDATION DAMPPROOFING: SUPPORT FLOOR FRAMING,POSITIVE CONNECTIONS SHALL BE PROVIDED.TO ENSURE �I Q z FLOOR AND A WALKING SURFACE WITHIN 36'HORIZONTALLY FROM THE GLAZING. EXCEPT AS SPECIFIED IN R406.2,FOUNDATION WALLS THAT RETAIN EARTH AND AGAINST UPLIFT AND LATERAL DISPLACEMENT. - R806.2-MINIMUM VENT AREA: w ENCLOSE USABLE SPACES AND FLOORS LOCATED BELOW GRADE SHALL BE THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE L1J R310-EMERGENCY ESCAPE AND RESCUE OPENINGS: DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. R507.7.1-DECK POST TO DECK BEAM: VENTED SPACE. BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST MASONRY WALLS SHALL HAVE 3/8'MINIMUM PORTLAND CEMENT PARGING APPLIED DECK BEAMS SHALL BE ATTACHED TO DECK POSTS BY MANUFACTURED GALVANIZED ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING MEETING THE TO THE EXTERIOR OF THE WALL.PARGING SHALL BE DAMPPROOFED WITH A POST-TO BEAM CONNECTORS SIZED FOR THE POST AND BEAM SIZES.ALL BOLTS R905.1.1-ROOF UNDERLAYMENT: " FOLLOWING REQUIREMENTS: BITUMINOUS COATING,3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT SHALL HAVE WASHERS UNDER THE HEAD AND NUT. UNDERLAYMENT FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM D226 TYPE 1, U Q - - OR 1/8'COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTM C 887. - - - - - ASTM D4869 TYPE 1,11.111 OR IV,OR ASTM D6757. I^ C 1.SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. - _ _ R507.8-DECK POST HEIGHTS' __ �// C _. 2.MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.(GRADE FLOOR CLEAR - - R406.2-CONCRETE AND MASONRY FOUNDATION WATERPROOFING: - THE MAXIMUM HEIGHT FOR A 4x4 DECK POST SHALL BE 8 FEET.THE MAXIMUM - FOR ROOF SLOPES 2 ON 12 TO 4 ON 12,UNDERLAYMENT SHALL BE TWO LAYERS OF C OPENING 5.0 SQUARE FEET) -- IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS HEIGHT FOR A 6X6 DECK POST SHALL BE 14 FEET,MEASURED,FROM THE BASE TO THE 15#FELT IN 36'STRIPS WITH A MINIMUM OVERLAP OF 19'.FOR ROOF SLOPES 4 ON 12 W r-I 3.MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. EXIST,EXTERIOR FOUNDATION WALLS THAT ENCLOSE USABLE SPACES AND FLOORS UNDERSIDE OF THE BEAM. AND TREATED,UNDERLAYMENT SHALL BE ONE LAYER OF 15#FELT APPLIED IN CD 4.MINIMUM OPENING WIDTH SHALL BE 20 INCHES. LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING SHINGLE FASHION,PARALLEL TO THE EAVE AND LAPPED Y.END LAPS SHALL BE 4' 2 S.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE.THE MEMBRANE SHALL R507.8.1-DECK POST TO DECK FOOTING: AND AND SHALL BE OFFSET BY 6 FEET. r OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF KEYS OR TOOLS. CONSIST OF 2-PLY HOT MOPPED FELTS,55 POUND ROLL ROOFING,6-MIL POLYVINYL POSTS SHALL BEAR ON FOOTINGS AND SHALL BE RESTRAINED TO PREVENT LATERAL " 6.AREA OF WINDOW WELLS SHALL NOT BE LESS THAN 9 SF WITH A MINIMUM CHLORIDE,6-MIL POLYETHYLENE,40-MIL POLYMER-MODIFIED ASPHALT,60-MIL DISPLACEMENT AT THE BOTTOM SUPPORT.LATERAL RESTRAINT SHALL BE PROVIDED ASPHALT SHINGLES ARE NOT PERMITTED FOR ROOF SLOPES LESS THAN 2 ON 12. -DIMENSION OF 3 FEET. __ __.--_ -: -- _ _ ___ FLEXIBLE POLYMER ASPHALT,1/8-CEMENT-BASED FIBER-REINF WATERPROOF BY MANUFACTURED GALVANIZED CONNECTORS INSTALLED IN ACCORDANCE WITH " _- - - - --- -------_-._ ----_ "_ _- -------- ---- --= -- -_COATING,OR 60=MI_L SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER-ALL JOINTS_---_-5507AND THE_MANUFACTURER'S INSTRUCTIONS. - _--- - -_-_ -_--_-- _ -_-=__R905A.2-ICE BARFJERS. -=== 11.7.1-STAIRWAY WIDTH:-:"----_=_-=___-==------ -- _ _ _IN MEMBRANE WATERPROOFING SHALL LAPPED AND SEALED WITH AN ADHESIVE - -_-- - --- ------- - --_- _"--- - -----___- -_- -' -- PROVIDE AN ICE BARRIER CONSISTING OF ASELF-ADHERING POLYMER MODIFIED R3 =--'STAIRWAYS SHALL NOT BE LESS THAN 36'CLEAR AT ALL POINTS ABOVE THE _` - -COMPATIBLE WITH THE MEMBRANE. R602.3.1-STUD SIZE AND SPACING: _-- T='` - - BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24'INSIDE THE EXTERIOR - y HANDRAIL HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON -- ------- --_ - - -_ _ ---- --_ -=---- - - ----- - ALL STUDS SUPPORTING-1 FLOOR AND A-ROOF TO BE 2 X 4 STUDS 16'-OC.ALL STUDS WALL LINE OF-THE BUILDING.ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 EITHER SIDE OF THE STAIRWAY. __- - _ - -R407.1-2-COLUMN PROTECTION: - --- SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16'-OC."= _ ON 12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36-MEASURED 7- N -- - _-"- - --- "-- ---- WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE - - -- - - - -- ALONG THE F SLOPE FROM THE EA 2_ _. _. _ .._ .. __ - ___ _ __ __ _. ERGO PE FR EAVE OF THE BUILDING -R311.7.5-STAIRWAY TREADS AND RISERS:- - - - - _-_-_-PRESSURE TREATED.STEEL COLUMNS'SURFACES SHALL BE PAINTED WITH_A SHOP R602.3.2-TOP PLATE: - - W - - MAXIMUM RISER HEIGHT SHALL BE 8 114 INCHES AND THE MINIMUM TREAD DEPTH COAT OF RUST-INHIBITIVE PAINT_,OR GALVANIZED. _ _ ___ -WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO R905.2.5-ROOF FASTENERS: > U SHALL BE 9INCHES. - - - -- -- _ - - -" - _ - - PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING - - FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS R407.3-COLUMN STRUCTURAL REQUIREMENTS:" "= - '- "-- PARTITIONS.END JOINTS SHALL BE OFFSET AT LEAST 24"."PLATES SHALL HAVE A MIN _STEEL,ALUMINUM OR COPPER ROOFING NAILS,MIN 12 GAGE HEAD,COMPLYING WITH m cc z --R311.7.8-STAIR HANDRAILS: __- _ - - - _ COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE NOMINAL THICKNESS OF 2'AND HAVE A WIDTH EQUAL TO THE STUD WIDTH. _ ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND CLO ----- -- HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH BOTTOM END.WOOD COLUMNS SHALL NOT BE LESS THAT 4-X 4-,STANDARD PIPE OR - - - -- - - NOT LESS THAN 3/4'INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS O TWO OR MORE RISERS._HANDRAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES AND STEEL COLUMNS SHALL NOT BE LESS THAN_3"O EQUAL. R602.6-DRILLING AND NOTCHING OF STUDS: _ _ LESS THAN 3/4'THICK,THE FASTENERS SHALL PENETRATE THROUGH THE at5 5 w J 0 ABOVE STAIR TREAD NOSINGS. - - - ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH SHEATHING. 0 z m z H R408.1.-CRAWLSPACE VENTILATION: GREATER THAN 25%OF ITS WIDTH.(NONBEARING STUDS 40%WIDTH MAX).ANY STUD LL zi O - R312.1-GUARDS REQUIRED: - - - THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE MAYBE BE BORED OR DRILLED PROVIDING THE DIAMETER IS NO GREATER THAN 60% -R9052.6-ROOF ATTACHMENT: Y v Z< (-- PORCHES,BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)SHALL OF STUD WIDTH,AND THE EDGE IS NO CLOSER THAN 5/8'TO THE EDGE OF THE STUD, ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY U �i W m INCHES ABOVE FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. AND IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH.STUDS LOCATED -THE MANUFACTURER,BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR LU LLI w =o co HIGH.SUPPORT RAILS FOR GUARDS SHALL BE SPACED ATA MAXIMUM OF 4'APART. THE MIN NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED BETWEEN 40%AND 60%SHALL TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE ROOF EXCEEDS A SLOPE OF U(7 0 Cn z FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA.ONE SUCH BE DOUBLED WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. 21 ON 12,SHINGLES SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER R314-SMOKE ALARMS:- - - VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. -- - --- HARD WIRED,INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH R602.6.1-DRILLING AND NOTCHING OF TOP PLATE: R1003.9-CHIMNEY TERMINATION: m SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE R408.4-CRAWLSPACE ACCESS: --- WHEN CUTTING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50%OF ITS WIDTH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A VICINITY OF THE BEDROOMS,AND ON EACH ADDITIONAL HABITABLE STORY OF THE ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF I8'X24".OPENINGS IS REQUIRED PROVIDE A GALVANIZED METAL TIE OF NOT LESS THAN 0.054'THICK X 1 BUILDING WITHIN 10 FEET,BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST Q DWELLING PER NFPA 72. THROUGH A PERIMETER WALL SHALL BE A MIN OF 16'X 24.WHEN ANY PORTION OF 1/2'WIDE FASTENED ACROSS AND TO THE TOP PLATE AT EACH SIDE OF THE OPENING POINT WHERE THE CHIMNEY PASSES THRU THE ROOF. U - --- - - - - THE THROUGH WALL ACCESS IS BELOW GRADE,AN AREAWAY OF NOT LESS THAN 16- WITH(8)10d NAILS EACH SIDE MIN.METAL TIE MUST EXTEND MIN OF 6-PAST EACH Z R315-CARBON MONOXIDE ALARMS: X 24'SHALL BE PROVIDED.THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE SIDE OF THE OPENING. g CARBON MONOXIDE ALARMS SHALL BE INSTALLED: THRESHOLD OF THE ACCESS OPENING.THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. R606.1-GENERAL MASONRY CONSTRUCTION: 1.WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN 2.ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND R502.1.1-SAWN LUMBER: ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE AND WITH THE Of EQUIPMENT,SOLID-FUEL BURNING APPLIANCES AND EQUIPMENT,FIREPLACES OR SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER PROVISIONS OF TMS 402/ACI 530/ASCE 5. Z ATTACHED GARAGES ARE LOCATED.PROVIDE ADDITIONAL ALARMS AS REQUIRED TO GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN 4 ENSURE ALL SLEEPING AREAS ARE WITHIN 16 OF A CO DETECTOR.ALL ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20.IN LIEU OF A GRADE MARK, R606.2.1-CONCRETE MASONRY UNITS: ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS A CERTIFICATE OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION CONCRETE MASONRY UNITES SHALL CONFORM TO THE FOLLOWING STANDARDS: ACTIVATED,AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED. ASTM G55 FOR CONCRETE BRICK,ASTM C 73 FOR CALCIUM SILICATE FACE BRICK, 2034. ASTM C 90 FOR LOAD-BEARING CONCRETE MASONRY UNITS,ASTM C 744 FOR J 'ylyy�BYp e' R502.1.2-PREFABRICATED WOOD(JOISTS: PREFACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS,OR ASTM C 1634 FOR STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD CONCRETE FACING BRICK U IJOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. R802.3-FRAMING DETAILS: } RAFTERS SHALL BE FRAMED NOT MORE THAN 1 1/T OFFSET FROM EACH OTHER TO A Q R502.1.5-STRUCTURAL COMPOSITE LUMBER: RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE AS CD STRUCTURAL CAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE A TIE.RIDGE BOARD SHALL BE NOT LESS THAN 1'NOMINAL THICKNESS AND NOT ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5456. LESS IN DEPTH THAN THE CUT END OF THE RAFTER.AT VALLEYS AND HIPS THERE OMWING NUMM: SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2'NOMINAL THICKNESS AND NOT R502.2.2-BLOCKING AND SUBFLOORING: LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS BLOCKING FOR FASTENING PANEL EDGES OR FIXTURES SHALL BE A MIN OF UTILITY SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE GRADE LUMBER.SUBFLOORING SHALL BE A MIN OF UTILITY GRADE LUMBER NO 4 DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD.WHERE THE ROOF PITCH A- 1 COMMON GRADE BOARDS OR WOOD STRUCTURAL PANELS AS SPECIFIED IN SECTION IS LESS,THAN 3 ON 12,STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING R503.2.FIREBLOCKING SHALL BE OF ANY GRADE LUMBER. JOISTS(RIDGES,HIPS AND VALLEYS)SHALL BE DESIGNED AS BEAMS. • TABLE R301.2.1 CLIMATIC AND GEOGRAPHIC 2020 RESIDENTIAL CODE-DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM -WINTER ICE BARRIER AIR MEAN TEJ4DESCFVnONOF8UM3114GELEUENTN =13BERANOTTPEOFFASTENEN SPACNIG AND LOCAnON ,D SNOW SPEED TOPOGR SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNOERLAYMENT FLOOD FREEZING ANNUAL n-D. •a«q.. HAZARDS tsa eat P'/i•0.1751.m INDEX TEMP 2d avmaortoian«g'nd« eremmtsena3 U _ LOAD (MPH) EFFECTS REGION DEBRIS ZONE CRITERIA WEATHERING DEPTH TERMITE TEMP REOD ass aommm,P4i•a,62-J d E 20 PSF <140 MPH NO YES NO B SEVERE 36 MOD-HVY 11d YES NO 618 52.1 2s -16deox P'/i•D+1Sk« $ amooa,wr ' psalm(dmnab.am-6mrs roo0 z.,6d common P'ri•p.,Gl"1 u•od,Naamy.eco na U 3-i6dc P'/j•01627 � TABLE R602.3(1)FASTENING SCHEDULE t06ox P'•0128T,« - Y r? ®i+u _ rww.oro. My. 26 mrvv grin to 0. 7•.0 nrnmN:« Eod'd V `i @J -'"•/°"_'o\' nE DEXIUYTIOr1�0{n{EyNG ELEaIEniB .F E Oq SPAfJt MLOfAnal r.14 aa.nodes.Tpe mown >_ p Z "° am TABLE R301.7 ALLOWABLE DEFLECTION J cammn,3.0.,921« Werra«"maga3raa. Q a� ae eonom me O=.- eoxuvi•6nr« , am _ mmaz t+i;•p.nl•e« 3.0.1P'•O.t281;« d'9.c.boo loso.anO eortom Q ¢ `n bnw••v uavglmae maa6•nmlaD dam ca ( noel Z/ up pbdem aM Mama 2a"A hvnM,r•O.t71'ns3 e0m appose aces yp 110dbm(r•0.t18T« aye« - W m Y n .,apa,Re,a ««c•« - ALLOWABLE ••p,7rnW. .1 =(3 tr•0.+927.m ,celxene•mexesuap6c C u z Z ia STRUCTURAL MEMBER. bna'/i•°++rk« 3toabo(r.0ual.m m I-O o DEFLECTION 2 n /. D.n+7« �,t„ ••013V_' 'c a „ 6'9 Pins 1a lop pee '"•'a•'a': Pr' ral 46dC aP'/i•0.1]57:« V RE ers haliing-slopes greater thari3:12 with Mod bn P'•0126 k« 00� LD_ U180 Xr-0.131•a,L 2a ssorepa4DD"joinam,a8an 3.16d cammmi P'/i-0AWk or aaaNjdsl«diet ra.n9 Do c-I¢ y LL finished ceiling not attached to rafters pma«m«ndmpmaaM,W bpaaw oeentr.aurk« 10ebactr•012rk« e = u ~� r^•�' Interior Walle and partitions W180 3 pap4•m lsee S,e Rso23-1'R802.32WTxee 16ecvmnon P'ri•a16no, F-- r•0.131'1s w _ P 1Pn r.0.ur nau, 29 to n z-1aa r•0.1m EaN ens M nal " Floors U360 yonMeeWmpmaael,eArOmalPgJ BPAtlNGOFFASTDIERS tLx 3 z v„pp• i tee Secwva R8021.IaM Pb0212 atl Tatl• .,RN251t51 Fan na OEXRIP7,ON NUMER/U10 hue,m•dlam Ceilings with brittle finishes(including plaster x' m OF euIENN' ELE0 tN s TrpEOF msrENER..• Ed, mmPOM• .aad,m. U360 cmrd.mrWm.Nn1«r,•.mgadmJ.e,mpm ,odea.P-•Va.r..or Pnu,np acno. •• and stucco s ,penmmw,(r.o,4e•k« F.c.rW.rA rA« Ceilings w_ith flexible finishes(including gypsum 2dbm P,/;.p-,u « (7 U240 mi lamm:odic W,tpe board) - a e,m,aaln,aa m d:. too nem.n,.P'•p tlrk m,apyaaa• For SC 1i1x:A=26.3 min,1 foot=361.8 mrt( fD10131.•0.1261,« Wood stm Cpa1 roO ssnovm NeaNtngm Namin9 sad poNdeboa,d emn WemAmgmhoming lotherstmeturalntembers U240 .on,•naa. ,aaTawa r«•maamroaw,al t•awae.nu.neamsn - 16fiP'/i•p Gs1.« common R'•avrl ma(apeee«.r•ar Exterior walls-wind loadsa w th plaster or M60 m'/;-'/i m 6 r FIGURER602.3(1)TYPICAL WAL-L,FLOOR AND ROOF FRAMING stucco finish +odcammanP'/i•a+ae•cm T mmonaY;.o.nt-1311 n' IOCeax(Y•0.128'km 71 fe/ai-1' _ mmmm roi R'h'•°1311 Exterior walls-w nd loads"with other brittle. 7 z^Mir m •o n qsu odnmmm,rr'o',aa Jnaa« H12407lsaeaar/i•p11t« 3z iv;-i+r: z4i•0.n11dd000 .M s i finishes d6fi common P'/i•a,srym 6e,ad Qhervmll 10fi box fr•0128-k« +I;•,mclmM capdosk ta.,mad t+y'gaNacae mom ,W.T/,e h•at ,mina."oa Exterior walls-wind loads'with flexible finishes H1120d •o,],•�aa 3, 7 6 Lintels supporting masonry veneer walls-. L1600 ,,di•°d,_ , °a8n�y °�,^v h 7 6 U } oed Muxthbg r«wn aape 16 ga, Img: Z Mo I:T se,a vd gnat too.gaemibed. 7 amaro,i,aF11 _ f6fi nvnon P'Ji•a162T 2a•na lan nod 75'/i 9YWum aneaWn9, 7 T L f+�'my.1+/i .TymwmB 36 rBaogMOuo 8 mace("ta a�Mv.,O�Mal ,oa a�Am1sm aa,"n.nn TABt8 N110213rR10L1.2)WBUtATION ANO FENES1WlIDN 16000tEYENTS aY CAb1PONENT 9 meoe.eaamiyaneFaba«1•sagwecmnen fsa.hu«31tr;a'•;�aaaa?a2rvL6•mt« ,rnabael ' ' 9vlvaieed,ao6,p n,ot nxp•9a F3.%ee. 7 T LU 0 wooewml e awmamm mmlm Q f1 ,maw 2m[ waciaY uFan 'm Ru,arow4 a® stop nhecvda�am'cb) 6fi carmen Pi•a,621 16'ac fse� 31 /i aW Ns, R••alm-J,mt« 6 12 Z 160n P'/;•0.1G2•J 1Eoa Baca •rec a':•0.13r) '^ O w to mapneadn t7,o7Madm nah'/i amnd °� ampmna/j.p,i31T 1:« v' I•_ so ,6fibin ;•aUe7 12,va•atl,edg•bce1 38 /i 71• 6 12 I..V a�mee R'r;.a1zrJ 1 LLI ema'/i•anrt« _ .. 1pemmom(r•aurlcesm: N . 11 nvwabeaE•rmnue .�comm�n 'ri•0.,]1 « T.- ]9 1,/e'-1+I: 6 12 aa.w R 1: d0oo„R'/j•a,m1 1 I..L� z (� aa"aAttwo ladam, •a,. _ I6dklmuem P'4'•O.,6r1 ,r oc.bry rue O Aa,a aa.Y >r 12 oppmetotoppne IOd Eo.P'•012a-k« �' ~ LJJ �1 .om am w :o :6v9: IOU se ,N o:� Sn .O A1'nods lrpafarol J Q r 1 lse commm P'/i•a,srk or ` Q - IRAESS NOTm oTNElxwlsR osulwTlal/woFENssTRAT,ou corlFordFxlssNauarEEr mp pMe ao6cab50CaAt)amNa' - -- TABLE R802.11 RAFTER.OR TRUSS UPLIFT CONNECTION FORCES fY J •nvc haeW,2-lbdtm P'h'•a,8rk« - LIJ ._I THE PREscRvrnevALDEa FoaalluTe zoNEa 6�e a�cag aY - - _ 1m•acbMa dime pm _____l aLe,n•a�a n 12.,0fi malr•p.126'km n•mp ay,lm.pn e..1, \ LU m ---- = I 12S•0131•waLU mp..ad.e 80"Dc D,.m Or:Mbsae .16e P'ri•a,357 d�Pra) Q LU EXPOSURE B RAFTER ROOF Ultimate Design Wind Speed w(mph) TABLE R301.5 MINIMUM UNIFORMLY - - - OR TRUSS SPAN 11D 115 120 130 1 140 - - -- - - -DISTRIBUTED-LIVE LOADS_ .-_____.. IrEal DEBCRIPr10NOF BUILDING FIEMEHr4 NUMBER AND TYPE OF FASTEt3ERga•SPACING AND LOCATION SPACING ((ee4ji;fPitch Roof Pitch Roof Pitch Roo}Pltch Roof Pitch - Botlem t tbd common(T/j•0.1627 16'aa.face nab <5:72-5:1 <5:1 _5:1 <5.•1 _t1 5:1 -5:1 <5: -5:1 LU USE LIVE LOAD 74 Flee o(m edv i 1pnesd;o a m 16a err 'i.a13s,m TIr 10 diet ding(no a hated 1a 1pme) fd^ 7 >T e,c mce nap 12 48 43 59. 53 70 64' 95 88 122 113 Uninhabitable attics withouC storagee .Dbox(1 a 18 59 52 74 66 89 81 122 112 157 146 D, Bort-Plata must,d,n" '16d0�n'h••o.tJs•Gm teach t6'ne bcel Uninhat7itableatticswithlimitedstora e s 20 15 na+.6andpis<m ' 4.7 ,tsa�pm„mn(3yj;o1 m 2 24 7r 62 es 79 ma 98 149 137 192 tra Habitable attics arid attics"eedwthfiiedstaiis 30 ckng(m bed gap paneq . aautco,<.aael 28 79 69 99 88 121 109 167 153 216 200 s r=o.13rls 4exh16•aaaal 12•ec Balconies(exterior)and decks° 40 _ _ - Boa R�ri•o.t1J•k ar 32 8 109 97 .134 .120 185 170 240 222 =- --- - -- - - 6 -75 - -- --_ _ _ -- - - __- -- - - - - ___ z-_ -- - _ Ere escapes ---__-- -- 40 ---- -- cam�nrp+/aa=a�txm T.1 _ 42 105 92 135 120 166 2d9 230 2t1 300 27e - - - - Fm Stti<h-25.1matlbat-3D4.8_-va-- - . Guards and handrailsd' 200h '0d°o •0't ° 48 118 102 151 734 185 166 258 MIS 336 311 18 ep or bosom Plaza to awe -3'•0.131'.Wa - 12 % 57 78 70 93 '85 126 117 162 150 0 Guard in-fill com nentst'. .-50^ =- __ 306d box i3'/='•.413s X m -- - ._ ._-- - -- -- -- "FIGURE R602.3(2)FRAMING DETAILS--- -- _ _ - _- - -06d common(!'/; ai67):mEnd - 48 78 69. 98 88 118 10e _162 139 209 1% m N Passenger Vehicle"era es' _ --50' - - -- -plod eat P••o.1z8•gw 1 :_24 % 82 118 105 144 130 198 182 255 237 p H=.. ------ -- - - - - - Rooms Other-than sleeping r60ms - 40 -"- ---- - r•'adsr"ass - - 2a 105 92 132 117 161 145 222 203 217 216 w c° Sleeping rooms.= 30 3-thtbaaf3'.0.128'por .16'O.� 0 _ P g 17 op pains,laps at ce rers and intersections-16d comaan[3'/j•0.16n ar- - Face rise 32 114 100 --145 129 178 160 236 226 319" 295 U --- ----- -- - - 6 125 109 160 '141 1% 176 270 247 351 325 w La--i �=w- Stairs': --- _ _ _ _ __ -- -= _400' r.D 17r d>ga d Z 2 3 � - - - - 7.8d box WA'•o.tl3y:m 42 141 122 180 160 221 198 306 281 399 370 z� p - -se common(2'/j.DA31T m 48 157 136 201 178 236 221 343 314 447 414 - Q o Lu -r 18 1•Mace to each stud and Pima Face 1 O_ W LlbltalC i rETaatrEo^t - mla<L I - •tOd box P'.O.t28'):m 12 96 86 118 '106 140 128 190 176 244 226 a0 ).,cw7 J t - -stapes i'r: -18 -118 '104 148 132 178 162 -244 224 314 292 0 Z m 11 I_-• W I I Lo,.a�Fwt TABLE R802.5.1(9)RAFTERICEILMG JOIST HEEL JOINT CONNECTIONS ; 38ebox(2'/j•O.tt3ry.m w-r Z c�i ~ �i1U1 "23 142 124 178 .158 216 196 298 274 384 356 `L= F .8d common(21T•0.131•):m V f' W J - 000aroN GROUND sOOw co LOA0.1 19 t••6•anamnmg m eam+beming Facet 28 158 138 198 '176 232 218 333 306 432 300 FtoCN-JG6I-_CEN1eaGlrs RAFIEI g�p�R zm m 5p ro - •1Dd box P'a o.1261:m '26'o.c. W} W ¢ Gi stapes•1•crown:l6 ga,1'/:long - 32 172 150 218 -1% 268 2d0 370 3d0 480 444 = K _ SLOPE 1z m 26 >6 tz m x ,:m m 36 12 m a 3s box(z'/j•0.1137 or36 188 16t 240 212 292 264 406 372 528 488 U 9fn o 0 _ _ ___ - _ sass mm�b.r ofl6d mmmm ruhq• rn..l m qae. _ _ _ _ _ _secommon(2Va+o.131_'fm _ 42 212 _184. 270 240 332 298 d60 d22 600 556 -' -- -- -� W devx- 3 6 B n s ° u +s s +1 1s 20 - toe Box(3'=a.laexm 'a8 236 20d 302 268 370 332 .516 372 672 622� 12 3 , _ 3:12 t8 5� 8 ,0 11 5 8 +1 td 6 11 t5 m 8 11 m m stopea.Pp+0vn.16ga.J%-long OR 24 T 1, 15 IS 7 it 16 21 9 16 23 30 12 21 30 39 13' I I 1, ID 20 1••8'andadder shoattuiig to each bambig Nar than V.8- Fstt 1 12 7 6 6 8 3 S 6 , d 6 9 m S 11 ,2 15 8d box(2t/j•0.1131.or Q 6:12 16 4 6 6 10 a 6 ° 11 5 8 12 15 G 11 15 m U 23 S 8 12 15 5 9 12 16 7 12 17 22 9 16 23 29 .-(21 -0.13ncr Z - .,2 3 d fi 6 7 / 5 7 3 5 7 9 a 7 9 12 10dboa(r.0128T,. 16 3 5 fi 8 3 5 T 9 / 1 9 12 5' 9 L+ ,6 stapes.1'cmm,16 ga.;IV. TABLE R602.3 I«g 6 SSTUDS- 24 ¢ 4 1 9 12 A 7 10 136 10 ,110 7 13 18 23 () 12&XEIOHTAND SPACWO OF WOOD:12 l l 7.12 16 3 1 5 6 7 4 5 6 3 6 7 9 A 6 9 it BEAR1RG walla Nd®1ARBIGnRLLs - 21 3 5 7 9 3 5 7 9 4 7 10 13 5 9 13 17 uevlmim,pedg uav5emn apetivp uavbnmv apeclep - Q 12 3 3 4 4 3 3 3 1 3 3 3 5 3 4 5 1 Flom SNO mpp°"a'Da a•Ppaema � lemaar .Bev �� ,mf. Dava"p rNetam«avp 9:12 18 3 a / 3 3 S 7 3 S 7 9 -8d bex(2Vj-OAI'f,or m'd b•N1a• MMmem vk mM l,aemeh« cMava•esemM«•m•mMe'eoP m g«hnl Z �4i bQr 21 3 1 fi 7 J d 6 1 7 6 8 10 6 7 10 13 P•N "ememNyaay" Lblmel•emc eaNtaM.oak 21 Dist to ea.top plafa«g'ader common Rvj.0.171'1:m Too nee Y 72 13 ] I I 3 1 J 3 3 7 7 1 1 7 3 5 ¢ 1212 ifi 3 1 4 d 7 i 3 a J J a 5 7 1 5 T 10d b.0.131'raft 'J.m < �+ oa 33 ] di d 5 7 3 1 6 7 6 8 a 7 6 9 10 •0.13t'saga a ® e 0 3 a 0 8d box(2+s'•0.113') 4'o.c.loel Z �d1j 5`P! F«st1mN.261 mm.1 bat:7038min.t panE per scum bd•O.at79 aD> 22 R.piss.bandjast ur blocking t0 S01 ortoP ad eommod f2!4.0.131'J m. 2•T -1. - - _ 1s-rpy0 P a 104 eax r.,a1a9b Wmaaedm W auh-14 for 16d commm 1•. pate(maappacmions also) 1Dd box(r.0.128'):or 6'o a toe nail 2-4 • m as z �a 11 xe 2 # 11 3.:0.131•la 2.5 2a u 2a U auraF>rouTop :•6 a 21 ,a .2a a1 za I--• a]o BD11aYCiA3f o NDn,x1GE•„9 Ad box R'/j•0.1131:m } 23 1'•6•au�omor lase to each joist Ed com„io 1.RVj;0.1J1T;a Faze ring t]] For Sl:I inch=254 min 1splos.r0.1286 ga• U stapes.l'mom,.t6 13/; DRAWING NUMBER: FIGURE R502.8 CUTTING,NOTCHING AND DRILLING TABLE R301.2.1.3 WIND SPEED CONVERSIONSa A-1f 15 1 e 110120 130140 150160170180 190 200 3 IV..j 85 18919311011108111611241132113911471156 TABLE 3.2A 518"ANCHOR BOLTS-SILL PLATE TO FOUNDATION CONNECTIONS V RESISTING SHEAR LOADS FROM WIND-EXPOSURE C(WFCM 2015) E (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) 4•+; m 4�•• m E THREE SECOND GUST WIND SPEED(mph) 110 120 130 1 140 1 150 Y Ud 1x•u•X tr uAX 518'ANCHOR BOLTS Q Q Z FOUNDATION BUILDING DIMENSION NAILING AND STRAPPING SUPPORTING PERPENDICULAR TO NUMBER OF BOLTS tx3 a L=-J c (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) "o ,o' SHEARWALLLINE REQUIRED INSHEARWALLLINE p% �w `m wm z, 12 2 2 3 3 1 3 1 =Z 16 2 3 3 4 1 4 ` ~ NOTE: 20 3 3 4 4 5 00 u 00 2 2 �_ ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR RIDGE 24 3 4 5 5 6 Qp = 11 o 'SIMPSON' EQUIVALENT - CS20 (COILED STRAP) BOARD 28 4 5 5 6 7 C t (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) ROOFANDI 32 4 36 5 5 7 8 9 Lei 3 2 ROOF FLOOR �, ? RAFTER 50 7 8 9 10 12 T 1/2•ANCHOR Bar a 46•OR FOR 1 Y t/z- 60 8 9 11 12 14 AT RAFTER TO RIDGE CONNECTION --- - --------- AHaaR ear o a,•as FOR 2 Srrnr 70 9 11 12 14 16 FOR RIDGE STRAP- (3)8D COMMON AT EACH END OF STRAP COLLAR TIE 5/T—H.BOLT O TY as FOR t STORY 5/6• BO 10 12 14 16 18 u+cHOR ear o 3s'O.C.FOR z sroftr FOR ALT.COLLAR TIE- (3)10D COMMON NAILS AT EACH END 1 --- 4 5 6 6 7 1R•5 a C A 12/7- O.C.e o. .FaR 3ra sTcar OR 24 5 6 7 8 9 5/S•ANHOR BOLT O 23'as FOR 5 d STORY OR 28 6 7 8 9 10 ROCKS W/A 12/7 PITCH 32 6 7 9 10 11 WASHE Y El03EOMENT NTO CONCRETE W/r_AAE • WASHERS ANO END HUT SETUP ROOF AND 2 36 7 8 10 11 13 FLOORS 40 8 9 11 12 14 ROOF Aipu®BYHOID"ODO-S�FOR sHF�.wwA�ilsF� 0 10 11 13 15 17 AT RAFTER TO TOP PLATE TO STUD CONNECTION RAFTER 60 11 13'1 16 1 18 21 W FOR STRAP- (3)8D COMMON NAILS AT EACH END OF STRAP Y)t-ANCHOR BOLT IS TO BE LOCATED BETVEEN 6' 70 13 16 18 21 24 ( } FOR MTS12- (7)IOD COMMON NAILS AT EACH END OF STRAP _ x.ro 12'—IT.ENDS OR CORE 80 15 �18 21 24 27 v z BY"SIMPSON" CEILING ANCHOR BOLT SPECIFICATION(LAW WFCM 3.1.3.1) 28 7 9 10 11 13 z 32 8 10 11 13 15 JOIST Au CONCfETE SA .—H.W 1 36 9 11 13 15 17 W 0 . TORY AlA ROOF nTaEs GREATER THAN r/1z SHALL ROOF AND 3 40 10 12 14 16 18 FOR EWRE AS COMTG ORD OESICN FLOORS 50 - 13 15 17 20 23 z - 60 15 18 21 24 27 Q W 70 17 ' 21 24 28 32 LL•I 80 1 20 23 1 27 32 36 1 L 1��1 •ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL /V BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION LIA. z 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 32 O 1 CUT 2 ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SHEARWALL ME AND IN NO CASE SHALL THELu AT STUD TO FLOOR ASSEMBLY LE CTH ANCHORBOLTSPACINGEXCEEOBFEETONCENTER.FOR OTHER ANCHOR BOLT UMITATIONSSEE SECDON321C J TO STUD CONNECTION- _ ENGD 3 SILL PLATES ARE ASSUMED TO BE TREAREO SOUTHERN PNF_ L (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) La'SIMPSON' W W - - FOR STRAP- (9)IOD COMMON NAILS MTS 16 USE A MINIYUM OF ILLJ AT EACH END OF STRAP SHOE PL CLEAR THREE ea NUS nBs Q Q SUBFLR. SIDE OF TRUSS FOR ALTERNATE- FOR EACH COMMON NAILS RIM JOISTrFL..T STRAP CONFlG. FOR EACH STRAP •(TWO STRAPS TOTAL) - - ._,_- _ SIMPSON CS20 OR; END _ CD 1-1/4-20 GA GALV. G ✓-2• �� TOP PL. ON STUD SURFACE(4 T O FOR SECOND FLR.- SHEATHING TO OVERLAP 2 ADDITIONS FIRST&SECOND FLOOR & END GP STRAP) i STUDS BY MIN. 12" . TWO 8d NALLS THREE 8d NAILS wro PUTES wTG 5ND STUD TO STUD CONNECTION SIMPSON STRONG_11E GS20 _ _ _ --------___--. HURRICANE STRAP SIMPSON STRONG-PE HR OR . 1-I/4'X 20 GA.STRAP -- - _ 'SIMPSON'HDUA m 16d COMMONLS Y V D.C. mSHOE PL. _ _ RSMLL LENGTH 'SMPSON'xous 0xSUBFLR. _ Null 0 61'O.C. LUAT STUD TO FLOOR ASSEMBLY - - - __ - mR��GTH OU SO SILL PLATE CONNECTION RIM JOIST -- _ _ GF�DFOR STRAP- (9)10D COMMON NAILS JO ST - _ _ BapW�LOCKING oAT EACH END OF STRAP 'SIMPSON" _ _FOR ALTERNATE- LTP4 'SILL PL 5Tu SON SiRONC RIDGE STR PING DETAIL II U J LuSTRAP CONFlG. (12)BD COMMON NAILS LSU2-2X68,2%10,2X72 „RD ROU vi II 0?cD °° F- > LTP4 (12 8D COMMON NAILS �HLY1 HIT HY15D Y= LLI ISTA18 MTIi(J)Bd COYMIXa NAILS LOCATED U H- W AT EACN END OF STRAP ' N'HD SYSmi MH9 INI W W Q 11 MIN lillwilillI - EHB TYP = K TYP HOLDOWN CONNECTION CU Ono p ON CENTER TYP-HOLDOWN--CONNECTION- AT FIRST FLOOR FDN CNOTE.-_- ___-- WOOD T STUDS AT 16' SECOND FLOOR ATTACHMENT Ed T UPUFr RESISTANCE FORI60NRE PER1 Q IHOUOU RWIND FORCE YAXD615PWNOS PER 1 (])100 COMMON NABS IN EACH ENO S IMPSON ' 0 GAUGE PETAL V AT STUD TO FLOOR ASSEMBLY - 'SIMPSON' 'SIMPSo • _ _ ,._______________________I OF STRAP TIE INSTALLED w STRAP NAIL D TO SILL PLATE CONNECTION SP3 SP4 1 J CLEARHOLES A5 PER YANUF(NO NAILS w Z CLEAR SPAN AT RIM JOIST) (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) 2 x 4 WOOD PUTS FOR SP4 STRAP- (6)10D COMMON NAILS E%Sro 2X4 WALL AT EACH SIDE OF STUD PLYWOOD SIIBROOR CONST SHOWN FOR REF ONLY FOR ALTERNATE- (6)IOD TO STUD& -A?:- - -- -— SIMPSON cszo 1 1'X 2O GAUGE METAL Z SP3 STRAP CONFIG. (6)10D TO PLATE FLOOR FRAMNG- STRAP THE AT EACH STUD REFER TO PLANS 2X6 TRFAIED WOOD g Z PLATES AS REOUIRED 0 W= O ALTERNATE STRAP END VIEW SECTION I Z ors edfT e CONFIGURATION I r DIA MIN ANCHOR BOLT WITH YIN 7' C=.T J EMBEDMENT-PROVIDE NUT AND WASHER EXIST/NEW FJ F -INSTALL 6'-0'DC MAX.AND WITHIN 12' 015TOF EACH PLATE END AND CORNER (2)R.8 YUD SILL PL ED CONCRETE FOUNDATION-REFER TO FOUNDATION PLAN TYP SILL PLATE (ALL NAILS GALV) (4)8d AS SHOWN ORAWINC NUYBEA: NOTE INSTALL rO a 12'LONG HD GALV ANCHOR BOLTS O.C.@ A-14 YAX 12'FROM CORNERS W/Yx1'SOB TYPICAL UPLIFT CONNECTION-FOUNDATION WASHER PL k NUT(NOTOT SHOWN) NOTE: DETAILS ONLY USED WHEN REQUIRED DONALD AND JOAN BREHM 1010 Maple lane,P.0.BoK 585 Fist Marion,N.Y.11939.0585 Alatenia�. specgzcation4 fon beck: Su.p.uo&t Beamo. . . . . . 1loub•Le 2 x 8 CCR Southem PiXe 1;ecr- GZ4t4. . . . . . . . 2 x 8 CCR Southe&a Pane ledge4A. . . . . . . . . . . . 2 x /0 CCR Scu•the-ta Ptne ke.m Boaadd. . . . . . . . . 2 x 10 CCR Southeta Aine 11 Deckinq. . . . . . . . . . . . 5/4 x 6 CCR, 'PZ4., Ced,72 a2 Ph.Ultptn.e Ilahagan.y on 2x 6CCR on7tn � •�•' - -�• �\ice' '' � ,�,'•• -•; _` '� - -//--- � -•- --_ _ ..friesI --• ---'''•--- - - -= -=_�'�-.._:---� .. PIERS (NINE) Nor No_rca FORSTAIR'S 6VCRtfEAD Sr f ;,, t?AS�NICIt(T' iV C��ARRnfcE oU s E • 1 OCCUPANCY OR APPROVED AS NOTED USE IS •UNLAWFUL DATE:-,�30-a3 B.P.# 0 WITHOUT CERTIFICATE FEE11 3, Q BY: OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION-TWO REQUIRED r FOR POURED CONCRETE COMPL`P'`WITH'ALL`CODES OF. 2. ROUGH-FRAMING&PLUMBING .INEW YORK-STATE &TOWN-CODES & INSULATION ,AS.REQUIRED-AND�CONDI-rIONS OF 4. FINAL-CONSTRUCTION MUST - ,.. 6E COMPLETE FOR C.O. 'SOl1THOl TOWN ZBA - ALL CONSTRUCTION SHALL MEET THE `SOUTHOLD TOWN PLANNING BOARD REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ��3�`f SOUTHOLD TOWN TRUSTEES DESIGN OR CONSTRUCTON ERRORS N.Y.S.DEC Fire separation required as per TRUSS PLACARDING REQUIRED NYS Code 1N STORM WATER RUNOFF ,,,,-,. .. BETA PURSUANT TO CmP ER 23 pLUMBER ERENT EFON OF THE TOWN CO ON LEAD CO CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT 3 EXCEED 2/10 OF 1% LEAD. 1' pll exterior lighting PLUMNNG installed,replaced or ALL PLUMBING WASTE repaired shall conform &WATER LINES NEED to Chapter 172 TESTING BEFORE COVERING of the Town Code Blower door and ductwork d testing requ Must provide Manuals D, J and S as per NyS Energy Code 0 P ROJ ECT TITLE THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED USING THE 2020 NEW YORK STATE RESIDENTIAL CODE 0 In E RE THE SCAVELLI SIDENCE 4-0a E EFFECTIVE AS OF MAY 12TH, 2020 PROJECT ADDRESS , <�- o z a U NORTH Q � <0 7-' i � TO: wmZN ALTERATIONS � = z 1010 MAPLE LANE - GREENPORT NY V DWELLING U `� _ to SES PUBLIC WATER .. WNEW FIRST FLOOR ALTERATIONS W NEWGABYTCHILINGUIRIAN R ARCHITECTP .P . C . }z SECOND FLOOR DORMER AS PER PLANS 18 MITCHELL ROAD - W ESTHAM P TON BEACH - NY 11978 o G;A .x 9 L �/'�O007.39NOTE: ��d Office - (516) 297-6917 EXISTING NINE SUPPORTING CONCRETE PIERS9` 8.58 r�Al7 www. NYarchitectGT.com NYarchitectGT GmaiI .com TO REMAIN UNHARMED BENEATH EXISTING LOT 61 0 �G�� oGK CVR$ -- �/ DECK - TWO NEW FOOTINGS SHALL BE -` .� 00 INSTALLED E NG4App0.0-AO oo E�GI� 8.68 ERGR��NS a� O/� 8.52 VA C A N T �, o f E� ...• woo r' O2 NE �ZE �R j EXISTING W 020 F ppO5E05HQROXMAj �� X:.........5 0 '3 ./+ WATER RVI <�O-f Odc 0., LOT COVERAGE INFORMATIONv0 o ,,j 6 F 9.69 u .......... 4x6 OXMAtE ' ` - •� • 9 OT > o o ./ SE I e� z 6 29 3' \ � TANK Q�o�a, ,, 9.51 yL EXISTING PROPOSED TOTAL �• . 0 3 = ' 10.69 3� W O 5.69 $ NEW SHED ROOF OVER _ >� Q � WOOD LANDING ::'::': 1'os ; ,; � ` NY EXISTING WOOD DECK ;�I�SEDS56' . . DWELLING 2 250.62 - 2 250.62 1.4 N ,� - ;3;:.:•::;:;:.:..: <W- S\DE�,.- EX INED 3 oz 0 0 :.,.� .• f �- ELE ED � -- � N EXISTING 1 STORY ;� . 1 ;---' � s PROPOSED NITARY � W , woo cK o oN ° 1 s P SYSTEM REFS 0 W W DECKS 554.7 S. F. 353.7 S.F. ..:•:�..;::•:•::..•`� `?;=- � --' � FRAME DWELLING , 3 5 3.7 S.F.S.F. �j d�� ::f : --' -''` O "� HOUSE#1010 2' �ti� SCDHS APPROV z O�� .•',�009 . • ' � i��L ' V O 9.8� ' , `1 . y O�ETI° OOR E �y{Q`G�7 ,i'' � � O - ¢...•.•'•'. :: .- O WOOD NEWROOF ` $y`� OR TOTAL 2,805.32 S.F. 2,604.32 S.F. �' '' '::;... B❑AT WE s�EPs OVE�F%SONG FL., o O W 7 ....... f STORY NT :- v - OO ' 5. 1 : STATI y�,� SUNRODM gp,SGENEi '� $ EXISTIN 2CAR ,/'' CURB � Q z 6.08 \< a R GARA y ,-' O ::::.✓ ::. � cn O BELGIUM BLDC Lu Q EXISTING �,, v ::: \¢ 325 s 212 GRAVEL 13.11 O,, W J ,� 9.09 o� w W a 1 .OS DRIV Y 12.87 %"� W p .; :: :, � „ PEE - - /o ALLOWABLE PERMITTED PROPOSED .-- s Zo s�- ae-76 CURB .. J UM F 1' < Q ,� ':..�'•:.. •::. ,.- �� `,� 1 F° `a` siDeraaosEtencicia.o' r BLC]CK Q ' < :?�:::. '::. Opp ` 015' - =ry BELG FENCE CURB 4 0� 53 - s __= �- 5N �N 3, LOT AREA 13,246.25 20/ 2,6 9.25 2,604.32 S.F. 2,604.32 S.F. d �� ::::7. ::G�::;. ,,- �3:.�_ - $� ; ��R$ 0°�� 10.721,% .. U Q p �, 2�,'::. 9.60 FE 2'N 20% 2492.07 EU E GEE .......... .... .. VE F R R � BUILDABLE AREA 12,460 35 ::F`: :: 8.75 -%� O ..... ............. ............... HIGH WATER ALONG - ;;.;:2..::;, .1 W WOOD BULKHEAD 5.87 10 9 Cn EXISTING DECK CD6 0 TO BE REMOVED 170 . 43 O 0 L 0 T 59 0 NOTE 1 - EXISTING PERMITTED IMPROVEMENTS WERE APPROVED PRIOR TO PRESENT 9 ,4 W OJ S DEFINITION OF "BUILDABLE AREA" AND WERE WITH-IN ALLOWABLE LOT COVERAGE g20 16roggDWELLING M NOTE 2 - PROPOSED SECOND FLOOR ADDITION TO BE DIRECTLY ABOVE THE EXISTING m CD USES PUBLIC WATER o PERMITTED FIRST FLOOR .AREA = 13,246.25 s fi. 0 > CID q 0 U NOTE 3 - NEW SECOND STORY IS EXEMPT FROM TRUSTEES PERMIT AS PER CHAPTER 0.304 ac. Q 275-YA1J NOTES: Q o ARE REFERENCED TO D. 1 88 DATUM 0 _ W w 1 . ELEVATIONSN.A.V. 9 05 n _j 07 CD EXISTING ELEVATIONS ARE SHOWN THUS: uj ,�, o.00 m E- > ,. Y = z � w U 2. FLOOD ZONE INFORMATION TAKEN FROM: W � � w w r m rFLOOD INSURANCE RATE MAP No. 36103C0176 H DRYWELL CALCULATION . = Q _ ?` Ul If 1% 0 LZ E AE• BASE FLOOD ELEVATIONS ��/' cn ZONE B ATIONS DETERMINED 1) BASED 21NCH RAINFALL ELEVATION = 6 (STORM WATER CALCULATION) ZONE X: AREA OF MINIMAL FLOOD HAZARD (2265)(2)/12(1.00) = 337.5 CU.FT. VOLUME REQUIRED. TOTAL REQUIRED: 337.5 CU.FT. ______ - EXISTING WORK TO BE REMOVED - EXISTING WORK TO REMAIN EXISTING (2)4'x6' DRYWELLS = 104.5 CU. FT.PROPOSED (2)5'x8' DRYWELLS = 264.12 CU. FT. ' V TOTAL EXISTING/PROPOSED = 368.62 >337.5 THEREFORE O.K. z Q • NEW FOUNDATION %000 PSI E SCALE. 1" = 10' Q - EXISTING 2x4 FRAME STUDS TO BE REPAIRED, SISTERED z AND OR REPLACED ONCE EXPOSED. REPLACE INSULATION AND y2" GYP. BOARD AS REQUIRED TO MAKE READY 1 Q , - - NEW 2x4 WD. STUDS 16" O.C. 1/2" GYP. ON SD y y� r^ INTERIOR. R-20 INSULATION BET. BUILD. ® - NYS APPROVED SMOKE AND CARBON DETECTOR - LOTS: 27 LOCK: 05 SECTION:: 35 DISTRICT: 1000 ZONE: 40 1/2" CDX SHEATHING, 15 POUND BUILDING PAPER & C EXTERIOR SIDING TO MATCH EXISTING; PAINT. F APPLICABLE SECTION 280■124 (NONCONFORMING LOTS) � - NEW FIRE RATED PARTITION °A° LOT: IRREGULAR: 135246.25 S.F. (.30 ACRES) m 2 20 PRESSURE TREATED PARTITIONS Q - NEW 20 WD. STUDS 16" O.C. 1/2" GYP. ON WITH (2) LAYERS 58" TYPE Y' GYP. BD. EA. SIDE 280-124 (B) LOT LESS THAN 20,000 S.F. 0 INTERIOR BOTH SIDES SOUND W/ ACOUSTICAL INSULATION CEILING TO RECEIVE (2) LAYERS 58" GYP. BD. PERMITTED LOT COVERAGE: REFER TO CHART THIS SHEET DRAWING NUMBER: REQUIRED FRONT YARD: 35.0', EXISTING 35.4 , DOTE: GARAGE ROOF SOFFIT OF 34.4' PERMITTED TO OBSTRUCT FRONT YARD: O.K. 3 PT - NEW MOISTURE REPELLENT PARTITIONS REQUIRED SIDE YARDS: 10.0' & 15.0' 25.0' AGGREGATE, PROPOSED 12.2' & 15.0' 27.2' AGGREGATE O.K. - NEW 20 WD. STUDS 16" O.C. 1/2" GYP. ON 20 PRESSURE TREATED BOT. PLATE WITH REQUIRED REAR YARD: 35.0' REQUIRED. 54.0' EXISTING O.K. INTERIOR BOTH SIDES PT. BOTTOM PLATES (1) LAYERS Y" PAPERLESS WATER REPELLENT BUILDING HEIGHT: EXISTING 17.0', PROPOSED FROM FRONT AVERAGE GRADE: MAX. HELD 34.0' T.O. RIDGE NOTE: FIRE RATING AS PER PLANS GYP. BOARD INTERIOR 49'-2" 9,-$„ 1 7,-3„ 201-711 U O V 00 .v - - - - - - _�= =_____ i \\ Q � Q E � - - - - - - -rj- -� EXISTING PLANTER TO REMAIN \\ °C 'J m z Lu LID L-- - - - - - - - - - - - -- - -� co F- F- o � L w 00 2 0 I ao a LL o "' I/ W EXISTING Z I/ WOOD DECK EXISTING TO BE REMOVED EXISTING WOOD DECK I (' SUN ROOM I II I I d- N r----------r------------1--- ------------- EXISTING TOILET uj EXISTING I DINING 1 1 1 V Z EXISTING EXISTING ROOM I 1 KITCHEN BEDROOM G.C.TO VERIFY LOCATION OF ALL BELOW GROUND UTILITY LINES PRIOR TO THE DEMOLITION OF ANY BELOW GRADE f— EXCAVATIONS INCLUDING BUT NOT LIMITED TO GAS,ELECTRIC,SPRINKLER AND WATER LINES. W uo r 0 1...� 9'-8" 17'-3" ''- 12�-'�� DEMOLITION PERFORMANCE DISCLAIMER: — o z EXISTING � � W — — — — -------- -- --- W �' W �- --T--T--�- LET THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS PERFORMED.THE CONTRACTOR AND HIS SUB CONTRACTORS I I SHALL REMOVE AND/OR PERFORM ANY AND ALL DEMOLITION IN A PROFESSIONAL MANOR IN ACCORDANCE TO"GOOD GENERAL PRACTICES"SHOULD IN THE EVENT STRUCTURAL z Ur E IS1fINIS STAIR I DAMAGE OCCUR DURING PERFORMING DEMOLITION PROCEDURES,THE G.C.SHALL STOP WORK IMMEDIATELY,TEMPORALLY STABILIZE AND CONTACT THE ARCHITECT IMMEDIATELY CL l I I l I CL FOR RESOLUTION. w ------------ CL CL N UJ oC Q DEMO W EXISTING HALLWAY J L.LJ I EXISTING N � Q CL ❑ r-----------------------I ' ------- EXIST. 4" VENT STA C K Q I �---------------------- , , r----- EXISTING LIVING ROOM cc -- \j L ' ' CL ROOF LEVEL W O I I CL EXISTING i ' EXISTING LICENSED PLUMBER TO SIZE AND x O ; N DETAIL ALL WATER AND WASTE AS � 1 BEDROOM I �_____ BEDROOM PER CODE. DRAWING FOR o r-I PROPOSED MASTER BATHROOM _ PROPOSED BATHROOM SCHEMATIC PURPOSES. i 2„ _ 2„ o EXISTING _ " FOYER %" II 1 CL '_- i I I I a LAV, (TOILET TOILET( LAV. I o ii i i I I N I TU B TU B I cL °O 0a SHOWER CO- 04 EXISTING STOOP FEP� � SECOND FLOOR ------ - o s° s° 4 lit21fCN TO BE REMOVED 4 - Q EXISTING 5TAIR EXISTING BATHROOM EXISTING BATHROOM W °O (RENOVATE) (RENOVATE) O I I 2" 2„ o U LAt- ---t1---- --------T---- --- ------ ------I----------------U-_ F" d d Q I I I I I I I I I '---� EXISTING KITCHEN z z BA SINK i i I LAV. (TOILET TOILET LAV. I I I TO BE RENOVATED Q a ¢ COa= of W z W (TUB I I SINK 05 > > .J Cn I I REPLACE TUB I I DW I I WITH SHOWER I I ,�—� p z mg a > Lu 6 -5 10 -0 11 24 12 -7 2" i i 1 " FIRST FLOOR Y Z 0 or = o 32,-8" I I 4" 4° 4° 4„ I I ILL] m m W N CU II II zW U � 0 � Cno 0 4 F.A.I. �- o 6 EX15TI NG GARAGE WLu CV N FOUNDATION - BASEMENT LEVEL -------, m cV N N C.O. U Z Q HOUSE TRAP Q TO SYSTEM Q \�G'Co� HOUSE DRAIN Q� c PLUMBING RISER DIAGRAM 24'-2„ N TS H m Q CD EXISTING FIRST FLOOR/DEMO PLAN DRAWING NUMBER: Scale: 1/4" = 1'-0" An EXISTING CONCRETE PIERS TO REMAIN N01 CH ED EXTERIOR LUMBER NOTE : 49'-3" OTCHED DOUBLE NGER STRINGER 9'_5» 161-5" 20'-4" ALL EXTERIOR LUMBER TO BE PRESSURE TREATED TYPE �' 0 NOTE: TWO NEW FOOTINGS TO BE INSTALLED U o ALL FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT -- --- SEE FOOTING DETAIL"4"THIS SHEET 0) rn% EXISTING NINE SUPPORTING CONCRETE PIERS // lo� ___ DIPPED GALVANIZED OR STAINLESS STEEL AS PER R319.3. TO REMAIN UNHARMED BENEATH EXISTING // // \ \ t SIMPSON STAIRCASE ANGLE TZ10Z BOTH SIDES DECK /// // //0� 6 / // Pip/ // S \ \ Q Q ------ TWO NEW FOOTINGS SHALL REINSTALLED- �- //%/GG\�p\ p�/P� Gpp�`�P\� FfJ� \\\\ Q V t ko LU DETAIL STRINGER /�------------�r=_--------------------- —� ��/��/ / 3Ff ` � ��o �c \\ \ J Q L i � s� � coo \\ \ W m >' N SCALE: NTS / ----------- EXISTING PLANTERS ABOVE TO REMAIN I // ` F \ = z �- I I I � h/ c EXISTING CONCRETE �' \ \ !` U z � L----- --_----_----__—_.J / ?b% PIERS TO REMAIN ,� o yl SIMPSON ADJUSTABLE EXISTING GIRDER EXISTING GIRDER 2 _ _ 4 8 00 °' w RIM JOIST OR STRINGER CONNECTOR #LCS z I I �I EXISTING GIRDER EXISTING GIRDER 1 t�A _ o � Q M O w w I EXISTING NINE SUPPORTING �_ S.S. THE HID UPLIFT CLIP OUTSIDE JOIST of EXISTING CONCRETE o CONCRETE PIERS REMAIN ~ L ON EITHER SIDE OF BOTTOM // G� —► i P.T. STINGERS �� ' " �/ D I z EXISTING 2Lu x8 @ 16"O.C. I EXISTING 2x8 @ 16"O.C. PIERS TO REMAIN LEVEL AND RE-SUPPORT I I U �S z�. NEW 5 CONCRETE SLAB C rn z �� 71'D � EXISTING STAIRS // �, �, , N JOISTS TO ACCOMMODATE N , 1 GRADE Q REINFORCED WITH 6x6 - r I W w I x NEW SYNTHETIC DECKING W I • cal - // '�' EXISTING DECK101STS "' ., . .- -x-i-=- :`..... .; W2.9xW2.9 WWF. W/ I I' EXISTING DECK TO BE REMOVED o rCrn- I EXISTING PIERS(TYP) NOTE:MAINTAIN CLEARANCE -� ,.1p VAPOR BARRIER (TYP) D 1 5 EXISTING CONCRETE 1 TO REMAIN PIERS TO REMAIN ' 9 I I ABOVE BASEMENT ENTRANCE NEW 5 GRAVEL BED 2 - 4'S 12" OVER WELL TAMPED BED I 1 ouj c MIN.6-8 VI,I.F. W NOTE: W I o 24" i I SPRAY FOAM UNDER FLOOR JOISTS �I EXISTING CONCRETE PIERS TO REMAIN � DECK BOTTOM STRINGER DETAIL: DETAIL @ STRINGER II �-------- IZ ASREQUIREDTOMAKETIGHTSEAL Z) IN N u SCALE NTS SCALE: NTS I I \ Ix ( xI w w �\ STAGGER II w _T SEE TABLE R507.2 N FASTENERS IN 2 ROWS --- EXISTING 8"FOUNDATION WALLS EXISTING 8"FOUNDATION WALLS O O H- z z z z z z z z z EXISTIN 40" 2- MIN ——'- F= F= H F= F= F= F= �, � N , � , BASE NT DOOR W O O __- EXISTING UNFINISHED W „<, w w W W W W W 1/2' LAG NOTE:THE TIP OF THE LAG SCREW I RE-OPEN BASEMENT U z LEDGER TO MATCH O O O O O O O O OO DECK JOISTS SCREW SHALL FULLY EXTEND BEYOND Li � u u u u u EXISTING UNFINISHED BLOCKED UP o EXISTING SLAB ON GRADE l o l o l o l o l o l o l o I o I o BASEMENT I— THE INSIDE FACE OF THE RIMJOIST a DETAIL LEDGER BOARD I � WINDOW � � � � � � � � � � a � ka ko Lo Lo Lo ko tn k zo EXISTING SLAB ON GRADE @, z W SCALE: NTS n I--- z _FIRE RATED CEILING_OVER HEATING_ � -4 0 0 0 0 0 3 0 O N F- -1 fV [V fV [V N fV N N 1V x Q M a r EQUIPMENT EXPOSURE N Z o I L9 �, w 13 3 3 3 3 3 3 3 3 c� 3 z i� z o IN EXISTING z z z z z z z z z =o cn wIo I 1 � cc 0c c_ � w N . W W 'o a BOILER ,� 0 O FLOOR SHEATHING I W I I I I c I c I � I an i � I uj I uj I �, w NAILING AT 6" O.C. z z n I "' "' "' N N "' "' "' "' REMOVE AND RELOCATED EXISTING STAIR z W SEE TABLE R507.2 MAXIMUM TO JOIST FLASHING SD/CO I __ W Ln Q[ wmi HOLD-DOWN SIMPSON STEEL HOLDOW W ({� Ia - - EXIS r r r TO BASEMENT AS SHOWN X ( n LEDGER STRAP #DTT2Z OR SIMILA L 15 r 1 1 I I I I I I I I I I 1 v TENSION DEVICE I- O ' gILu w I I I I I I I I I I I I I I EXISTING COLUMNS �_I I I I I I I I I I I I I I EXISTING COLUMNS " _ — _ _ _ � W 0 0 FIRST FLOOR EXISTING GIRDER ABOVE I I EXISTING GIRDER ABOVE EXISTING GIRDER ABOVE a, �� Q z JOIST I I E I N W 0 0 0 DECK JOIST I � � RO LEA A � � � � W SD/CO FIEP E I NEW DBL.2x10JOISTS FRAME STAIR � -� 1/2.0 THREADED ROD REMOVE EXISTING BO Q v 2 LOLLY COLUMNS 1 Li Q 0 0 WHEN USING #DTT2Z Q EXISTING UNFINISHED AND CROSS HEADER a I I I I a U 3 � H LID UP N 3 � BASEMENT BELOW FIRE PLACE II l w w z �/ ) S G Simpson LU 28 NOTE: HOLD-DOWN TENSION DEVICES SHALL BE = Z r INSTALLED IN NOT LESS THAN TWO LOCATIONS o ( 1 I I ( I I EXISTING UNFINISHED o 00 0 EA. JOIST 12 NAILS PER DECK, AND EACH DEVICE SHALL HAVE AN _I o EXISIING SLAB ON GRADE L - - - - - BASEMENT `li 3 I W C) EA HANGER 1ALLOWABLE 500 POUNDS DESIGN OF NOT LESS THAN z +� �� J - v~i z c-I o �= I ( o o EXISTING SLAB ON GRADE o u- DOUBLE UP FLOOR NEW DBL.2x10 JOISTS FRAME STAIR o LL = O CD LEDGER DETAIL DETAIL @ DECK ATTACH W JOISTS(2)LOCATIONS N N W 00c-� SCALE: NTS SCALE: NM N mo mo t; UNDER FIREPLACE W FOR ADDITIONAL I 1 3 3 W SUPPORT z z I BRICK VENEER AS PER OWNERS SELECTION EXISTING 8"FOUNDATION WALLS 6'-0" EXISTING 8"FOUNDATION WALLS M I 2x8 LEDGER 1 o I � 1 11 C I M cv � cv I N Loi 0 INSTALL SOLID FILLED 4"CMU =__ 'n I 1112x42 z 1 x42 _ I 11 SONOTUB - S NOTUB 0 ¢ Q 0 z 1 - -- z Q INSTALL SOLID FILLED 6"CMU ------ L_--- --J PROPOSED 5'-0"x6'-C"STOOP 5"REINFORCED SLAB AT LAST RISER <C = Lu w w SEE DETAILTHIS SHEET AS REQUIRED oLS J O cn as Q [� z mz F- 0 > v W ! � F-- U- w 23'-0" 32'-0" = z = ' U U ~ z � CONTINUOUS TRENCH FOOTINGS U L I`- LJJ Z 2 CONTINUOUS#4 BARS W/1"COVER N I 32'-891 = m m = C a EXISTING <U � Cu 0 Cnm 0 r GARAGE SLAB N a 0 a i GALVANIZED c 6x6xj COLUMN (EXTEND UP TO PICK UP 1 2ND FLOOR DECK) 3/16 FRONT PORCH FACADE FOOTING DETAIL , ,OSO.xr BASE PLATE < ANCHTMREADED 0 OR BOLTS 2 I z NTS i Q 6x6 TREATED POST I 3/16 z Q SIMPSON COLUMN ANCHOR a �_ ¢ - CBQ44-SDS (GALVANIZED) 0 0 : r o 0 ADJACENT GRADE 10'x10"PIE ,,",," z O'x10" • 2-j6s EACH FACE . .• -� AEI i� ' a 25 3) ROWS 14s U A 4_#4'S 24" 0 SONOTUBE o a m »> #4 CIRCULAR TIES I ;. . . i Q @ 12" O.C. -) a .. EXISTING / PROPOSED FOUNDATION - UNFINISHED BASEMENT PLAN y..•. 1 CLEAR DRAWING NUMBER: 2'-6" An Scale: 1/4 1' = 1'-0" NEW CONTINUOUS DECK POST FTG DETAIL f0011NG 3 DECK POST FTG DETAIL NTS NTS 17'-3" 21'-0" U 353.7 S.F. 4- L! U 0 15 WALL DECK TO BE Cu cn � LD REMOVED k U NOTE: LEVEL KITCHEN AND SUN ROOM i Q Q zkD FLOOR TO ACCOMMODATE NEW HARD o = 4 EXISTING DECK TO TO BE WOOD FLOORING EXISTING �" °Q oc U I REMOVED _ / `� W m >- , _ — — — — WOOD DECK C J W I — �- - - - - '\ Uz ILD Q EXISTING PLANTER •� ~ oL — — I — — 21" CLEARANCE — — — — — — NE CL W �� U NE OF F ABOVE to t 21" CLEARANCE NEW(3)2X 12 ML W/ (2)"' FLITCH WRoo-� F- / FIXED GLASS PANELS _ Ln INST LING ____ PROPOSED SHED ROOF ABOVE '-'� -► z �-- - ------------------ CID U Z / O --+ u�I HOLD i --� NEW 2x12 JOISTS @ 16"O.C. �"' 3 MIN. TOILET AND SINK CLEARANCES �° 1 I w II 3 r- O >-1 9 0 CEILING HEIGHT I �' o 3 CENTER PICTURE WINDOW TO C- o = �---------------------; z �' EX 1ST I N G I ; �---------------- - N REMAIN REMOVE AND REPLACE < J I N SAD/CO i � u_jJ III, ;III (2)25 x 52 DOUBLE HUNG SIDE I � _-I m Lu I N I m 7 -7 I I 12 -7 I I r n ^ I INSTALL SOLID DBL. WINDOWS WITH-IN EXISTING "'� _ J I M I J LUU-J i I ' i BLOCKING AT EDGING ROUGHING /�1 � Q I INSTALL H W12x40 STE BEAM FLUSH I I � III; • O MOUN D TO NEW 2x1 SAND POSTED DN TO I¢- O I " FOUN ATION WITH STL. OLUMNS. IIICm=o Co 15 I - - I - - - - - - 28' WALL I F• HIGH(2)2x12 ML )J"FLITC z ;- Z I� �V II EGRESS REQUIRED II - - — — — — — — HIGH(2)2x12 ML.(W) "FLITCH o uj I I CREATE NEWI2"NIB WALL I e Dw I I z W�LLSECiIONTOACCOMMODATE I I G NO :BATHR00 z g F TURE ELECTRIC SWITCHES 1 ROO I 0 BE v Lu ENLARG D RENOVATE I o NE COUNI� R iSLAN EXISTING 0 0 I BY OTHERS a Lo z �•-- w NLu o I KITCHEN RA GE - - - o L1J O Ln 1 Z o '- HOLD 9'-0" CEILING HEIGHT � - - - - - - Q �- �� ,� C) EXISTING IO E REMOVE `" PA�F' I ,a "' �� 21 CLEARANCE I_ NOTE:R 0 STING CEILING BEAMS 3 I IVG I EXISTING ~ o ;�, z "' N DINING I AT9'-0"CEILING HEIGHT SECTIONS AND FINISH z INSTA IV Z [ O z w -- I TO UNDERSIDE OF NEW 2x12 CEILING BEAMS I New , h I BEDROOM z N / F--- W N ROOM I I s R BA C� w X N W W z 6-0" CEILING HEIGHT — — REF STNLry - 8-0 CEILING HEIGHT ZM Z N z rr�nnC HIGH(2)2x12 ML. - I I N J V MIN. TOILET CLEARANCES - it=7 _ _ _ _ SD/CO W� z ,� w z HIGH(3) x12 ML.(W)(2) "FLITCH L oI NEW LAU E RY SD/CO � Q z 15"t 15c - HIGH(2)2xi2 ML. INSTALL NEW LAUNDRY (� I 1 Lu J WALL I CHUTE TO BASEMENT v �; N > I— W I NOTE; DEMO EXISTING - I LEVEL COORDINATE WITH M FIREPLACE AND FLUE AND NEW HALLWAY CLOSETABOVEANDADJUST ; REPLACE WITH NEW I SLEEVE AS REQUIRED OWNER SELECTED AND d V Q PURCHASED ZERO C5 9i_On 1 SD/CO Z z = EXISTING LIVING ROOM IGH(2)2x12ML. Q ` TUB CLEARANCE WOOD FIRE �� I_ u o g Box. > 8 0 CEILING 11EIGtiT \ N o > �_ 0 FRAME OUT HEARTH W1 �� pr SD CO CL ~ o a W r--I � / \ / � a � — — — — CEMENT BOARD AS PER a �° \ w "' = CO OWNERS APPROVAL m CL EXISTING Co o 2 ;, HN / BEDROOM = X N 21" CLEARANCE \ / WLu `�APPLY(2)LAYERS OF L H NEWX�R 6-0" CEILING HEIGHT M zLu '- ExTERIORGRADE z W - DQ&5LE HEIGHT CEMENTATIOUS BOARD 11 N J NI I Lu ~ READY FOR FAUX STONE W =I / \ CL z TUB VENEER FOR CHIMNEY z I / UP u EXPOSURE EGRE55 REQUIRED j: o u NEW BUILD NG LINE ABOVE 14.4 5. NEW BUILDING LINE ABOVE 13.9 S.F. m = - - - — - - - - - - - - 0 �--- MIN. TOILET/TUB OPTIONAL LAYOUT CLEARANCE �/ ' �� - 91L EX15TING ST o w °O 1 0 0 LOCAIfE BELOW NEW WALL FROM ABOVE - - � NEW ROOFED PORC I � O U Q Q 0 —!T INSTALL HIGH 10x45 STEEL BEAM FLUSH 30.0 5.F < MOUNTED TO NEW 2x12s AND POSTED DN TO z z FOUNDATION WITH STL.COLUMNS,.SEE DETAIL Q Q "C"THIS SHEET _ = J �a. D WALL NEW DBL. MATCH R.R.S 0 � c� pz ppzLu _011W r » u I » n n » z = 8 -1 , n 1,5-'8 I J 2 -9 10 -8 3 -0 24n 11, 12 -7 U w o Z �j�0��' i E--------------I Co � .QP� `�� NEW DORMER I o = m m = Cnn Cu 0 11 �`.. ABOVE i I U Cn �u- Cu LOAD PATH NOTE: NEW DBL, MATCH R.R.5 Q o EXISTING GARAGE I ONCE STRUCTURE HAS BEEN EXPOSED CONTRACTOR TO REVIEW ALL LOAD BEARING WALLS FROM HIGHEST LEVEL OF DWELLING TO Ill LOAD FOUNDATION.SHOULD ANY LOAD BEARING WALLS BE m 30" MIN. N m _ NEW DBL. MATCH R. - Q, EXPOSED OTHER THAN WHAT HAS BEEN SHOWN ON THESE PLANS Of w I CONTRACTOR TO STOP ALL WORK IMMEDIATELY AND CONTACT U 24" CLEARANCE IN o I I J Z FRONT OF OPENING ARCHITECT FOR INSTRUCTIONS TO PROCEED. • 32'_3" Q °/ E--------------i p MIN. SHOWER CLEARANCES I �`.�\\NEWDORMER I HANDRAILS: Q cn _ ABOVE I I Z ' * NEW D6 MATCH R.R.5 PROVIDE HANDRAILS AT ALL INTERIOR AND EXTERIOR Q STAIRWAYS WITH 4 OR MORE RISERS AS PER 2020 RC OF NYS 111f P EXISTING RAFTER BEAMS TO REMAIN I EXISTING RAFTER BEAMS TO REMAIN 7R311.7.8 Q _ , U) LL '` oo 711 GLAZING: J FIGURE R307. 1 MINIMUM FIXTURE CLEARANCES U ALL WINDOWS WITHIN V-0" OF A SHOWER OR TUB TO BE N TS 24'-2" 32'-8" TEMPERED AS PER 2020 RC OF NYC R308.4.5,ALL WINDOWS WITHIN 36"ABOVE WALKING SURFACE OF A pip 24'-7" STAIRCASE AND WITHIN 5'-0"OF THE BOTTOM OF THE STAIRS TO BE TEMPERED AS PER 2020 RC OF NYS R308.4.7. DRAWING NUMBER: PROPOSED FIRST FLOOR Scale: 1/4" 49,-2„ U �, o LOAD PATH NOTE: .cu � ro ONCE STRUCTURE HAS BEEN EXPOSED CONTRACTOR TO REVIEW ALL @� LOAD BEARING WALLS FROM HIGHEST LEVEL OF DWELLING TO L o z ❑ EXISTING FOUNDATION.SHOULD ANY LOAD BEARING WALLS BE Q a0 = — EXPOSED OTHER THAN WHAT HAS BEEN SHOWN ON THESE PLANS Q oc to CONTRACTOR TO STOP ALL WORK IMMEDIATELY AND CONTACT DC J a � J LLl! t0 Q1 ARCHITECT FOR INSTRUCTIONS TO PROCEED. U z z EXISTING ;L_ � W NEW L1/L BEAM- UPSET INTO WOOD DECK BATHROOM . t � _ t o FLOOR CONSTRUCTION EDGE OF NE ROOF EDGE OF NEW ROOF ALL BATHROOM GLAZING TO BE TEMPERED GLASS '� Lnn u NEW GA�L\/A�NIZED STEEL AS PER PLAN LOCATION Lu U-BRACKET SIMPSON COLUMN NEW 2x10 R.R. NEW 2x10 R.R. c� u Z GASP L003.5-4 @16"O.C. @16"O.C. I NEW SHED ROOF EACH BATHROOM TO HAVE A 110 CFM EXHAUST FAN. WELDED TO PIPE- SIZE AS NEW RO F ABOVE � -1 WIRE TO TIMER SWITCH AND VENT TO EXTERIOR THRU 4" � REG2UIRED FOR NEW L\/L BEAM EXI5TING 5UNROOM ALUM. DUCT � POCKET-Y.I.F. N 8'_0„ o 0 Q � N X X N N N N NEW COSMETIC EYEBROW TH Lu L 3 1/2 DIAMETER PIPE COLUMN GLAZING SEE REAR EL TION Z BALCONY Z SET IN NEW SPREAD FOOTING Z 10'-10" 7'-0» 1 '-091 13'-51 TO 5EA� DETAIL EGRESS REQUIRED FLUSH MOUNTED RAILING EGRESS REQUIRE 4' 10" 5-0" 6'-0" W EXISTING BUILDING LINE BEL W EXISTING BUIL ING LINE BELOW ;� U z STAIR COMPLIANCE: INSTAL 2x10CBS@ 'O.C. STALL 2x10 CBS @ 16 O.C. s W NEW STAIR SHALL COMPLY WITH SECTION R311.5 BAT RO X ATTIC/CRAWL ACCESS. LL, / 11i -0 a-- MAINTAIN-PROVIDE REQUIRED CODE COMPLAINT 0 0.■ OF THE RESIDENTIAL BUILDING CODE OF NYS o NEW J } NEW ti „ s C, �; �i I RES-ACCESS TO ALL ATTIC-CRAWL SPACES.ALL PERIMETER ' ' z MAX. RISE 8 „( MAX BETWEEN SMALLEST AND LARGEST RISERS) ��\ X I CL BEDROOM o NE' Q �3i ACCESS DOORS TO MATCH REQUIRED INSULATION SEAL W BATHROOM \� z I \ / VALUE FOR CONTINUOUS ENVELOPE AS SPECIFIED W MIN. TREAD 9 FROM NOSING TO NOSING _ Lu �� (SMALLEST AND LARGEST TREAD) \ !SD/CO , Ln NEW I o o _ �`� `��`� Z V NOSING MIN. 1 MAX. (5 REINFORCED PAD LAST RISER) o , X o PA IAL / C) RAILING SYSTEM. p BEDROOM z �� m VA TE C ING I Co 114- /EW m N NEW RAILINGS SYSTEM ANCHORED AS PER �� — W SAD/CO I CL _=1 ATTIC ACCESS SD/CO CL MANUFACTURER'S SPECIFICATIONS(ALL RAILINGS TO �—� Q Z r NOTE:ATTIC ACCESS SHALL BE I r'n I DOUBLE BOX Ib NEW HALLWAY NEW RY FREE 5TAN D I N W Q I I I NEW MASTER SUITE WITHHOLD 200 LB LATERAL LOADS AT OF RAILING W _I WEATHERSTTIPPEDAHD INSTALL ML 14"x 14"RIDGE I ;,� I AROUND TE �I!� +I AND IN ANY DIRECTION AS PER CODE 36"/42" IN HEIGHT INSULATED TO THE LEVEL OF THE - - i 1 �I INSTAL ML 14"x 14" RIDGE INSTALL ML 14"x 14" RIDGE °O (AESTHETIC SELECTION BY OWNER) W J J SURROUNDING AREAS AS PER 2020 ECCC OF THE NYS R402.2.4 I ice, r �I I NEW HALLWAY 32x80 INSTALL 2x10 CBS @ 16 O.C. < Q 32x80 L- J - - � SAD/CO 71 � S o G I o SD/CO A CT) of \ I I I W s� E2 �� O - DN.1 Lu _ R 4860 OCKET `L/ Q SD/CO 3 S X f I c j I � o / z \ o o ti � I ti NEW � I O �-A, /'�' / PROP05EDIOPEN LOFT - "y , WALK IN -j CD I I o z l CLOSET Z I = Co 19,_3„ 13' 8" 15'-0 i, j_ o CV \ Cl-o FOYER BELOW \ Nam' Im _ UPLIFT CONNIZ1ION 1s REQUIRED p AT EACH END OF THE HEADER AND AT VAULTED EILING SH LVE TTCO�T KALL S�A U W AT TOP AND BOTTOM OF CRIPPLES. INSTALL 2x10 COS @ 16"O.C. OQ d � ADJUST CEILING HEIGHT WITH TOP OF o W o CotNNWTT M NOTK N&STUDS TO o TOP PRAP�f4LA-rM CQ a I 90 ROOF STRAPPINS DETAIL WRAP W4'GALS.20 GA.COIL STRAP � G WINDO HEADER I I TOP OF TOP KATP 4 NAIL Q Q z ROOF FRAMING Q Ja (uj I oZZ � � » L_ J uw —i 0° J �-- w CRIPPLE � 2 z _ u- 15 -8 � •L�`bQ�� o� 45 @ 16"LO.C.TYPICAL RAFTERS it STUDS DOUBLE TOP PLATE j.J �- ?- W_ p CID � p CU NEW 2x8 RIDGE N 2'-10" 13'-7" z 1 0 (D p0 U 3'-2» ¢ ¢ w n fEADL'R 1 -5 t 49'-2» STUD FULL LENGTH rv,Il.STUDS PRAMEO OPENING FOR NEW WINDOW OR EXTERIOR DOOR ROOF OVER GARAGE R308.4 - GLAZING IN HAZARDOUS LOCATIONS: z GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING: GLASS IN SWINGING AND Q SLIDING DOORS AND FIXED SIDELIGHTS,TUB AND SHOWER ENCLOSURES,ADJACENTTO DOORS WITHIN Q NEW 2x8 RIDGE 24",AND WINDOWS WITH AREAS OF GLASS GREATER THAN 9 SQUARE FEET,HAVING THE BOTTOM EDGE z OF GLAZING LESS THAN 18"ABOVE THE FLOOR,THE TOP EDGE OF GLAZING MORE THAN 36"ABOVE THE _ _ _ _ _ _ _IT= Q FLOOR AND A WALKING SURFACE WITHIN 36 HORIZONTALLY FROM THE GLAZING. TT ��G� * 0� TT' Q� t ti I I I NO UPLIFT Cdr CTOR9 I I I ¢ U- REQUIRED 5 AREA I I I v }^ II II I I I z EXISTING RAFTER BEAMS TO REMAIN EXISTING RAFTER BEAMS TO REMAIN b Sa.STRAP TIES MANUPACTURED U BY SIMPSON STRONG-TIE C0NNEGTORS USE SIMPSON 2-MAX OR HDS CONNECTCMS MODEL No.CSib OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE STRAP TO RAVE MIN.12'CEARINS ON THE STUD FOR ALL HARDWARE IN CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ACQ WMBER. UPLIFT CONNECTOR DETAIL m Q SCALE, 5/4' ■ 1'-0" PROPOSED SECOND FLOOR DRAWING NUMBER: Scale: 1/4" = 1'-0" INSTALL R-13 FOAM UNDER REAR AWING ROOF PLYWOOD AWNINGS W/AIR VENTS AND CONTINUOUS INSTALL R-13 FOAM UNDER REAR U n- E � � �"'� AWNINGS W/AIR VENTS AND CONTINUOUS a--� o BAFFLES (TYPICAL) ..;ar :� •.�=<:w. . ^��:. T�CAL�/ BAFFLES (TYPICAL) V 00 COLLAR rn TYPICAL 2XIOR/2X&R AIR FLOOR DETAILS AT ROOF E t ""NAPPMR W IMAM 6~VWTWN a AT� U ,a.E INSTALL GUTTERS AND LEADERS AS REQUIRED Z � �• Q Q U 0 = t:� rn 2xI2 RIDAE Q V s lD J Q Enow r\ EXISTING °C W m } N z z — E><' EM ° M WOOD DECK o o SIMILAR PLYING VABLe LID HIM DIPPeRe11r Sim = Lu PRAMINB-am ROOF M+nrnr«nAM BM �node •— F- GO U NEW 2x10 R.R. LNEW 2x10 R.R. "AO @16"O.C. @16"O.C. NEW SHED ROOF U _ Lu 0 o U >- z NEW ROC F BELOW OVER S NROOM s s PROVI CRICKET "" o AS REQUIRED 3 MPM '�`""'°"° N z BALCONY GABLE END STUD X N W z PORGH 5TRAFF I N5 DETA I L �Io/zxa TRIM M NEW 2x10 R.R. NEW 2x10 R.R. SCALE, s/4 ■ I-° @ 16"O.C. I @ 16"O.C. 2xe/WO PLIMNS NEW 2x10 R.R. I NEW 2x10 R.R. _ RAFTER @ 16"O.C. @ 16"O.C. W HURRICANE ,NCHORS MANUFAGTUI.M BY p I W SIMPSON STRONf-T1!•C,p1�GTOR9 MODEL.No.1i�bA OG OR AFF1tOVEb 6AUIVALENT AT DGIJOLE PLATE (n RAFTER TO PLATE C40*=TION BOTH SIDES WHEN Q RAFTERS DO NOT ALIGN NTH STUDS iu I� x z ROOF DETAIL W 11 -0 � I w SCALE, 5/4. ■ V-o" v NEW PRE-CUT EYEBROW �F� � , �� SIMPT5ON STRONG-TIE C40MH GTOR O VERIFY IN FIELD SIZE-LOCATION Q 0 S "Z TO BE USED wH� �— _ .Ni f� C RAFTER ALIGNS KTH STUD _\ . . 7 —i to e� Z W MINIMUM OF TWO bd O 2F _j w s � l0 — I > ti~ FO IINTO WITH A / . �I W _' a z c� Q �� o � I /W/ OZ �. �k, • p ROOF Lij DoueLE I CONNECTION OF MULTIPLE �o z � ~ I • • TOP PLA � I PIECES OF TOP-LOADED BEAMS �y�, � PROVIDE CONCEALED ALUMINUM c�` I FLASHING AS REQUIRED TYPICAL / O 13/4' Width Pieces: W • Minimum of 2 rows 16d (V22") nails at 12" o.c. _ — — INSTALL ML 14"x 14" RIDGE— — — INSTALL ML 14"x 14"RIDGE — — — —INSTALL ML 14"x 14"RIDGE — ■J Q z • Minimum of 3 rows 16d (Vf) nails at 12" o.c. PROVIDE CONCEALED ALUMINUM PROVIDE RIDGE VENTING AS REQUIRED W = Q for 14" and deeper beams FLASHING AS REQUIRED TYPICAL STUDS• I6•oC. W ' > �— W • Nailed connections require an additional row of ❑ ZTW S-TIE TIES00N MANUFACTURED BY SIMPSON J TWO 8d NAILS O RON6-TIE COITORS MODEL No.ER RST nails when nail size is smaller than specified I '"�O�""' o KA APPRoVED E`TI AT EVERY DO NOT < < above (minimum 0.131" x 3.25") AIJON NTH 5"'° 3%" Width Pieces: Q ASPHALT SHINGLES AS SELECTED OVER 15# I IT STT NAILS UDS I I C • BUILDING FELT PAPER OVER 1/2 CDX ❑ o s � INTO G • Minimum of 2 rows Y2" bolts at ; PLYWOOD SHEATHING-TYP. 3 � �a O 24" o.c. staggered a LU I� of c� ad ( ti 0I � '�� W CD l,O2F 3 � �� U — Addit►onal nailrng or bolting maybe � _ � as z � W = �� z � ROOF 5TRAPP I N5 DETAIL required with side-loaded multiple member I �`' JI —I "-' Refer to current product literature. PROVIDE ICE PROTECTION AS PER 2020 W > 'Tr' � W SCALe, si4" • I�-O' beams• p NYSRC ICE BARRIERS WHICH CONSISTS I'C-D � W, w Q MOF AT LEAST 2 LAYERS OF Q �``'' ~ o <I °L t57 p ct� oZ J� N LU UNDERLAYMENT CEMENTED TOGETHER z IW zl o ``� zl > OR A SELF-ADHERING POLYMER o > MODIFIED BITUMEN SHEET.TO BE � ( � a INSTALLED ON ENTIRE ROOF. NEW 2x10 R.R. I NEW 2x10 R.R. NEW 2x10 R.R. I NEW 2x10 R.R. N @ 16"O.C. @ 16"O.C. @ 16"O.C. @ 16"O.C. >_ N 71 , NEW 2x10 R.R. NEW 2x10 R.R. @ 16"O.C. I @ 16"O.C. W o0 U Do.m WALL STUDS.Ib•o . W <e ¢ � NEW ROC P BELOW Z Z Q "711M Td WNJMGTA167"OIMOQI eoNanop eoe w.m. Ib So.COIL STRAPPING MANUPA4TUR20 Q Q Q BY SIMPSON STRONG-TIE CONNIZTORS W W OR xn.o ea eaav�Le�r ro cxreio WIODF1-No.CSIb OR APPROVED BMWII LENT n•ur FW USE A I O Z m Z cbQ BOTTOM PLA NAII J J W RIM JOIST TOTAp OF w = L7 = Z °° \VvNEW 2x8 RIDGE N SU. �_ � W a .�., �• � INSTALL GUTTERS AND LEADERS AS REQUIRED W m m W O � W commTom e■ ALWV LD7 V 8r z = ¢ ¢ = o Ca � SUB rLooR FLOOR JOIST *LOLL M L Do GON EffM wv..r�, Vf OMP&M WiXft No.AM` EXISTING RAFTER BEAMS TO REMAIN EXISTING RAFTER BEAMS TO REMAIN .■,N.�L■1►n■rnLLm,v OA"M",DO ea°ecra• arkrcuma frec�,c.. ►vLr�cnu®sr NreoN 9%WILL 'D l OOm M mMIZA � WMIMG71IIOY 1!'OGPIGI:TIOWO 717 DtiDC __7 wL n•vavN rrw pro�♦cwoes Ib Ga.COIL STRAPPINGBY MANUFACTURED PSON 57RONS-TIE TORS NOTI!, Q GABLE END WALL DETAIL �� NEK BEAM I No'' 6 OR APPROVED ALL STRAPPINS TO BE U " INSTALLED AS PER MANUFACTURES z 5GALEs 3/4 I-0 Lp SPECIFICATIONS AND NYS CODE NEW 2x8 RIDGE AWAu.STUDS. Ib•o.c. -11 _ FLOOR Q �jd8k Z To BE CONNECTED o IN1 Z BEAM BY SIMPSON 7 STRONG-TIE RED AS REWIES S� L 'Y APPROVED MAL � eXA41H FLOOR JOISTS Z Q� '� Z Q _J � L FLUSH BEAM DETAIL 5TRAPP I N5 DETAIL C7 -y o SCALE, 5/4" ■ I'-O" SCALE, 5/4' ■ I'-0" z d J`l j1 U F-- 00 Q U PROPOSED ROOF PLAN 1450 S. F. DRAWING NUMBER: Scale: 1/4" = 1'-0" APPLY(2)LAYERS OF EXTERIOR GRADE "CEMENTATIOUS BOARD CHIMNEY EXTENSIONS AS REQUIRED MIN.T-0" READY FOR FAUX STONE VENEER FOR CHIMNEY EXPOSURE FROM ANY ADJACENT RIDGE LINE NEW CORBELS AS PER OWNERS APPROVAL NEW CORBELS AS PER OWNERS APPROVAL (TYPICAL) V (TYPICAL) NEW ARCHITECTURAL ROOF SHINGLES E AS PER OWNERS APPROVAL O ADD 16"COSMETIC ROOF cu � `_'• AS SHOWN cu a--+ rn E U Q Z NATURAL CEDAR PERFECTION SIDING AS PER --- L Q , v oa�R06low4 ec4uwrmMAmFNNa OWNERS APPROVAL (TYPICAL)AT HIGH"VC n caiRoala+�Ieeela7lve n A�HINa POINTS AS SHOWN Q _j IO I.eoxle aoAm 5MTW A3 aH" � eAtvAwa�aTL AN" M MANJMOTUIl� er NOTE:ALL ROOF PITCHES TO 12 12 Z Ur►t caH TORS Moos No.Ac7 OR W rtv Q^l a APPROYC752WALMr BE VERIFIED WITH RIDGE 12 J 0 = Z Z Il75e V.2'LAO SOL7a 12 WINDOW STYLE: Z CU v 0 o V W'oa.arAe•�tm HEIGHTS TO ASSURE WINDOW w F- � MOrcHexlar°vsle a CLEARANCES AS SHOWN WOODRIGHT DOUBLE HUNG X �L a Lu °u"'H•"1T WITH 3"MOLDED EXTERIOR �`' � op 2 1� LL • NEW EAVE RETURNS(TYPICAL) TRIM KIT z _ O �a V"m aomnT 37 3'-5" 11 11J V) t ace ea"T rRmmo 3'-5" 3'-5" W w L •1°'°L :E� NEW SIDING AS PER OWNERS APPROVAL TW 10 TW� 410 -- -- �� (TYPICAL) TW 46 0 FASCIA W E� [ o //durTot En //'v /�v o � fa TO MATCH exI•sT LzL11 .4 (n vs�c'0.4 ue eara �/ a2•oa eAINAXI=OIL ANKE an•a MAMPA47LWM MY —— --- — — FROM — APPROVI°`mGOrAlWrO1S hao+s No.'G0 O1 ADD 16"COSMETIC ROOF —' FLY ;SUMO It AS SHOWN Ur It-QI GATT POLLATION °41Db alcArHme 1lo°`' In•cax Rrrnov caieRm PAD OUT EXISTING GARAGE FACADE AS T''1°1041AA SWAT 1,0 m SHOWN AND INSTALL EAVE RETURNS wA au7MNes •ra.Y&I'M a NOW INVILATION // 3'-5" WSSG IRT ROOF DETAIL. 1EM1J . ° ` LLJ} J uz SOALE: 5/4" — P—O" "� p �H _ TW3 46 z `< 0 Vag e�•�: ` 'v s o �' O �' 's°�o vaae $ o c- gm 3 a oo, a _ I r- Vie: g- �e 9t ,� o�, �_ -�- �._< - sm =b '. v'*rzc 's°sgs°ss$g sc ,.yoa Q - ..,yoQ +aec sf �g A -� Q A 'Sw.$ 9 .. �s�o a a oo eS�e � 2� mom d 7!' S.x a � ,b. _Q`o.- 9c a s�e53s5??_. S o" :0 >_�5.�a`--7k' a-3� Sx':ed. aQ: 4 ..o. '� ..2. '.�' '4(,p8.g .?v z'�:a£ �, v . 8 e A N A NEW PORCH-COLOR AND FINISH AS PER Lu INSTALL FULL SIZE VENT AS PER OWNER APPROVAL u EXISTING WINDOWS NEW ROOF PORTICO W v) = COORDINATE WITH CEILING COLLAR TIES TO BE RELOCATED OWNERS APPROVAL Z AND TRIMMED OUT AS NEW WROUGHT IRON RAILINGS SHOWN '� 0 � .J Q W z PROPOSED FRONT ELEVATION uw = Q W APPLY(2)LAYERS OF EXTERIOR GRADE J"CEMENTATIOUS BOARD READY FOR FAUX STONE VENEER FOR CHIMNEY EXPOSURE - < a— CHIMNEY EXTENSIONS AS REQUIRED MIN.T-0"FROM ANY WINDOW NOTES. U Q ADJACENT RIDGE LINE ALL WINDOWS SHALL HAVE INSULATING GLASS,OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL.ANY SIZES 4"FLOOR DRAIN 4"FLOOR DRAIN INSTALL FULL SIZE VENT AS PER OWNER APPROVAL INDICATED ON PLANS ARE NOMINAL ONLY. BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE WINDOW W Or_4 FINISHED FLOOR FINISHED FLOOR COORDINATE WITH VAULTED CEILINGS MANUFACTURER TO DETERMINE EXACT SIZE, ROUGH OPENING, ETC.AT LEAST ONE WINDOW FROM EACH BEDROOM = O SUB-FLOORING SUB-FLOORING SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F(GRADE FLOOR 5.0 S.F)W/A NET HEIGHT OF 2411,A NET CLEAR OPENING OF 20"AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES. GLAZING IN DOORS AND FIXED WOOD JOISTS WOOD JOISTS GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN 18"OF THE FLOOR SHALL BE TEMPERED GLAZING AS PER IBC, BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES 4"WASTE LINE 4"WASTE LINE L5 ELEVATION SECTION c� N m N FLOOR DRAIN DETAIL o co F REQUIRED NTS NEW BOARD AND BATTEN STYLE SIDING AS PER > V OWNERS APPROVAL (TYPICAL)AT HIGH POINTS AS o [L Q SHOWN w ¢ z 0 Q uj w 06 _U) z �-- z �' NEW EAVE RETURNS(TYPICAL) Lu NOTE:GARAGE FRAMING AND J LLJ z NEW SIDING AS PER OWNERS APPROVAL RAFTERS TO REMAIN UNTOUCHED Y U z U F— o o U E— F— W � 3-1 - AS SHOWN N _ ¢ ¢ = w co (TYPICAL) LY A INSTALL 16"COSMETIC ROOF o FURR OUT FRONT WALL C) C)I AS PER FRONT ELEVATION TW 410 TW3 410/ TW3 �0 [T=Wkl 0 FACE MOUNTED RAILING C) m Q U Z Q Q T-1" T-1" 3'-1" EXISTING SLIDING DOORS El z w ¢ :c Z TW3 10 TW3 4�0 TW3 �0 CD In y o 6 z z EXISTING WOOD FRAMED STEPS TO REMAIN w U INSTALL NEW STEPS NEW AZEK TRIM FOR ALL WINDOWS MOCK EXISTING GARAGE Q TO GRADE LEVEL AS UP REQUIRED FOR OWNERS APPROVAL 0 REQUIRED (TYPICAL FOR ALL NEW CASINGS) NATURAL CEDAR PERFECTION SIDING AS PER DRAWING NUMBER: OWNERS APPROVAL (TYPICAL)AT ALL SIDES PROPOSED SIDE ELEVATION NEW ARCHITECTURAL ROOF SHINGLES CHIMNEY EXTENSIONS AS REQUIRED MIN.3'-0" AS PER OWNERS APPROVAL FROM ANY ADJACENT RIDGE LINE NEW CORBELS AS PER OWNERS APPROVAL V NEW AZEK WRAPPED SOFFIT DETAIL(TYPICAL) INSTALL ATTIC VENT (TYPICAL) NEW PREFABRICATED EYEBROW E U —o�' 00 OJ NEW AZEK WRAPPED SOFFIT DETAIL(TYPICAL) rn E E NnIP AI I RnnE DI1rHFC T(1 Q z Q Q U a Q V t � Q ` r.�. J W cv Qt NEW BOARD AND BATTEN STYLE SIDING AS 1 2 NEW EAVE RETURNS(TYPICAL) C) = CO } `1' PER OWNERS APPROVAL (TYPICAL)AT HIGH z0 E `q POINTS AS SHOWN , » i� w • ~ � w 7 —6 •=3 00 � LJ_ NEW EAVE RETURNS(TYPICAL) z 4A Q v ,,,_, _ o NEW SIDING AS PER OWNERS APPROVAL NEW BOARD AND BATTEN STYLE SIDING AS o U (TYPICAL) 7'-11" PER OWNERS APPROVAL (TYPICAL)AT HIGH o Z POINTS AS SHOWN NEW AZEK TRIM FOR ALL DOORS MOCK UP REQUIRED FOR OWNERS APPROVAL FWG8068R TW 32 TW 32 TW 32 FWG8068R o � o (TYPICAL FOR ALL NEW CASINGS) // 2-5 2-5 2-5 46 o o NEW FLUSH WALL MOUNTED RAILING NEW BALCONY WITH-IN PROPOSED ROOF o 0 NEW ROOF OVER EXISTING WOOD DECK NE SH R F PEI.PI-4 S NEW STRUCTURAL AZEK COLUMNS(TYPICAL) GALV.STEEL LOLLY W/HB+G WRAP 7'-11" TO REMAIN w C�068R TW W // a U NEW SIDING AS PER OWNERS APPROVAL z Z FIXED NELS FIXED NELS (TYPICAL) w W EXISTING DECK WALL STRUCTURE TO REMAINCD z 0 ._ • • z uj EXISTING GRADE `' _ ` _ EXISTING GRADE TO GRADE LEVEL AS � W REQUIRED Z ! ^ EXISTING STEPS TO REMAIN PAD OUT EXISTING FACADE AS SHOWN AND CENTER PICTURE WINDOW TO INSTALL EAVE RETURNS REMAIN REMOVE AND REPLACE 0 (2)2512"x 52"DOUBLE HUNG SIDE �' L.1J WINDOWS WITH-IN EXISTING �� Q z PROPOSED REAR ELEVATION ROUGHING W W Q > J W Q 0- WINDOW NOTES: U Q coiaw�ioN-R�6nvE n.�►+nb � G 101aoslR WNW sm7m As oww ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL.ANY SIZES G °"v" Aevuvwv VMC4M ""LG`=MNo. TOR INDICATED ON PLANS ARE NOMINAL ONLY. BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE WINDOW w O `�� .►�.m&m,�,OR U210Va'L Ameep'bTAOACeED MANUFACTURER TO DETERMINE EXACT SIZE, ROUGH OPENING, ETC.AT LEAST ONE WINDOW FROM EACH BEDROOM 63•oc. ASPHAL WaznMsML �' CHIMNEY EXTENSIONS AS REQUIRED MIN.3'-0" SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F(GRADE FLOOR 5.0 S.F)W/A NET HEIGHT OF 24",A NET CLEAR OPENING 12 'WXFLYMM WeATMMM FROM ANY ADJACENT RIDGE LINE OF 20"AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES.GLAZING IN DOORS AND FIXED �-- �a Im a*1 04. NEW AZEK TRIM FOR ALL WINDOWS MOCK GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN 18" OF THE FLOOR SHALL BE TEMPERED GLAZING AS sopm 60R9T NtNh11Hs UP REQUIRED FOR OWNERS APPROVAL PER IBC, BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES •IA•O.G. (TYPICAL FOR ALL NEW CASINGS) lum DRIP m7m PAWA co \� T,,,,W„� NEW ARCHITECTURAL ROOF SHINGLES N V2W yr u de E n6 VENTED AS PER OWNERS APPROVAL �- N 62'OL. T AIA MAMW 9%_AN"MPS MA PAGnWW BY � Z No AC8 OR (l Af"ROVW EWWAMT MODC�. . p .� p o0 71UM TO MWT 4•RYYIOOD tI�P om 2 Z / V�// Li. V2�a 16° naK NEW BOARD AND BATTEN STYLE SIDING AS W WX M.YHOOD 9eArAN9 COVERED yr,, OR Ar w PER OWNERS APPROVAL (TYPICAL)AT HIGH •r0 VVrtREle MOO INS"TION POINTS AS SHOWN z Q W Q � W U) od WINDOW STYLE: w z m Z W SfG :T ROOF DETAIL NEWEAVERETURNS(TYPICAL) � w J J E•— cf)z WOODRIGHT DOUBLE HUNG WITH 3"MOLDED EXTERIOR o Y = Z = o uj U � � 0H LuF_ SCALE: 3/4" = I'-O" NEW METAL ROOFING co/ / NEW BALCONY WITH-IN PROPOSED ROOF � _ ¢ ¢ = w � NEW(2)COSMETIC DORMERS AS SHOWN NEW GUTTERS AND LEADERS p' o) o 0 p w p EXTENDED GABLE 12"(SEE FRONT ELEVATION) M FIXED 12x18 TW 46 TW3 4 0 WINDOW STYLE: /� J WOODRIGHT DOUBLE HUNG 3 1 o_ WITH 3"MOLDED EXTERIOR m TRIM KIT a U INSTALL 16"COSMETIC ROOF AS SHOWN z _Q PATIO DOORS TO BE Q NEW SIDING AS PER OWNERS APPROVAL / NA SERIES Z Z �c .V NA SERIES BY J Q (TYPICAL) ® ® � TW 046 E 046 ANDERSEN NEW STRUCTURAL AZEK COLUMNS(TYPICAL) z C7 Zh 55 >< EXISTING GRADE EXISTING GRADE _ �b F-- NEW WROUGHT IRON RAILINGS INSTALL 16"COSMETIC ROOF NEW ROOF OVER EXISTING WOOF DECK m AS SHOWN NATURAL CEDAR PERFECTION SIDING AS PER OWNERS APPROVAL (TYPICAL)AT ALL SIDES DRAWING NUMBER: PROPOSED SIDE ELEVATION i TYP ROOF CONSTRUCTION: R806.1-ROOF VENTILATION REQUIRED: 50 YEAR ARCH. FIBERGLASS ROOF SHINGLES ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE 15LB SYNTHETIC PAPER CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION %" CDX PLYWOOD ROOF SHEATHING OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16"AND 1/4" MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE U REQUIREMENTS OF SECTION R802.7.REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. o- E 2x10 ROOF RAFTERS @ 16" O.C. R806.2-MINIMUM VENT AREA: 00 (NOTE: INSTALL VENTING BAFFLES AS REQUIRED) THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. 4,, rn Fu SEE PLANS FOR LOCATIONS: — — Q az SMOKE DETECTION NOTES: \� R905.1.2-ICE BARRIERS: (TYPICAL FOR ALL EDGING) PROVIDE AN ICE BARRIER CONSISTING OF A . O _ 1. THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE INSTALL 4" INSTALL 4 SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24 INSIDE Q = v � Zo SMOKE DETECTOR DEVICE, RECEIVING PRIMARY POWER FROM THE J Q BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE ' I ALUM DRIP EDGE ALUM DRIP EDGE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 ON 12, w m } N OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT 2. SUCH SMOKE DETECTORS MUST BE EITHER THE IONIZATION LEADING INTO LEADING INTO THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 MEASURED ALONG THE ROOF SLOPE FROM THE = z z - CHAMBER TYPE OR THE PHOTOELECTRIC DETECTOR TYPE / GUTTERS PROPOSED ATTIC GUTTERS EAVE EDGE OF THE BUILDING ,� N O v 3. ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN 10'-0" OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND DRIP EDGE DETAIL CONT. SOFFIT CONT. SOFFIT l= °- '' � INDICATED ON PLAN SMOKE DETECTORS REQUIRED IN EACH \ •� Op LL SLEEPING ROOM _ _ VENT VENT bA a ; �- NOTE: OUTDOOR AIR INTAKES AND EXHAUSTS R-49 SPRAY INSULATION SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS - w CARBON MONOXIDE DETECTION NOTES: A 0® mom0� THAT CLOSE WHEN THE VENTILATION SYSTEM IS u � z 1. THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON CD CD (-- MONOXIDE DETECTOR DEVICE, RECEIVING PRIMARY POWER FROM THE BUILDING WIRING I NOT OPERATING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE 2 0 PROTECTING THE BRANCH CIRCUIT PROPOSED W.I.C. PROPOSED MASTER BEDROOM I o fD 2. CARBON MONOXIDE DETECTORS MUST BE DIGITAL READ OUT TYPE 3. ALL CARBON MONOXIDE MUST BE INSTALLED WITHIN 10'-0* OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED ON PLAN O 4" GALVANIZED DUCT THROUGH = EXTERIOR WALL W/ WEATHER TYP WALL CONSTRUCTION: 121 „ STRIPPING. RANGE HOOD DUCT EXTERIOR SIDING AS PER OWNERS SELECTION OSD 0 24 ��J EXTERIOR WALL SIZE MAY VARY. CONTINUOUS RIDGE VENT AIR INFILTRATION BARRIER Cp® CDC ROOF SHINGLES %" CDX PLYWOOD EXTERIOR SHEATHING E OSE o I SECOND FLOOR 1 " O.C. EXISTING BEDROOM OSET EXISTING BEDROOM SEE TABLE N1102,1.2 FOR NYS ROOF MEMBRANE ��. 2 x 4/2x6 WALL STUDS @ 6 0 EXHAUST HOOD w „GPe� R-20 BATT INSULATION - R-30 AT CEILINGS PRESCRIPTIVE CODE COMPLIANCE FAN INSIDE WALL CABINET >- 5/8 EXTERIOR GRADE ti U z ROOF UNDER LAYMENT / EXISTING GRADE KITCHEN EXHAUST HOOD R-19 BATT INSULATION MIN, R-19 BATT INSULATION MIN. ® W/BUILT-IN FAN ryo ROOF JOIST AS PER PLAN USE SOUND STC INSULATION USE SOUND STC INSULATION ® ® Lu 0 EXISTING BASEMENT LEVEL I ® RANGE FIRST FLOOR M . , In- EXISTING EXISTING FOUNDATION SYSTEM O° (J") 0 w RIDGE Lu z (D RIDGE DETAIL — 0 IF REQUIRED NTs —J I— KITCHEN EXHAUST HOOD DETAIL BY OTHERS — I < z NTS w w — I CROSS SECTION A-A > J w Q Q E- V Q w C) TYP ROOF CONSTRUCTION: R806.1-ROOF VENTILATION REQUIRED: 0 50 YEAR ARCH. FIBERGLASS ROOF SHINGLES ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE 15LB SYNTHETIC PAPER CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION %" CDX PLYWOOD ROOF SHEATHING OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16"AND 1/4"MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE 2x10 ROOF RAFTERS @ 16" O.C. REQUIREMENTS OF SECTION R802.7.REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. R806.2-MINIMUM VENT AREA: (NOTE: INSTALL VENTING BAFFLES AS REQUIRED) THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. SEE PLAINS FOR LOCATIONS: N 0 SMOKE DETECTION NOTES: m _ R905.1.2-ICE BARRIERS:(TYPICAL FOR ALL EDGING) PROVIDE AN ICE BARRIER CONSISTING OF A E- 1. THE DWEWNG UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE n SMOKE DETECTOR DEVICE, RECEIVING PRIMARY POWER FROM THE SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24 INSIDE j U . BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE THE EXTERIOR WALL LINE OF THE BUILDING ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 ON 12 OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT p 2. SUCH SMOKE DETECTORS MUST BE EITHER THE IONIZATION THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36" MEASURED ALONG THE ROOF SLOPE FROM THE ¢ ¢ Q CHAMBER TYPE OR TFE PHOTOELECTRIC DETECTOR TYPE 2 EAVE EDGE OF THE BUILDING 3. ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN 10'-0" of MOCK UP FOR OWNER THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND CONT. SOFFIT WOOD HANDRAIL PP.) CL ¢ ¢ w INDICATED ON PLAN SMOKE DETECTORS REQUIRED IN EACH VENT APPROVAL Q w L- C0 SLEEPING ROOM WOOD HANDRAIL(TYP.) Z Z F_ W 1-1/2'SQUARE CHANNEL(TYP.) w J m J I-'= w CARBON( MONOXIDE DETECTION NOTES: 0® 0® 0® 1-1/2'STEEL CHANNEL(TYP.) U v v W z 1. THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON CD CD CD F- F- p ai MONOXIDE DETECTOR DEVICE, RECEIVING PRIMARY POWER FROM THE BUILDING WIRING 112'x 1/2'SQUARE STEEL BAR METAL HANDRAIL CONNECTOR W >_ >- W BALUSTER 4-1/2'O.0(TYP.) @ T-0'O.0(TYP.) = m m = V p WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE o I Q Q wcu PROTECTING THE 13RANCH CIRCUIT OPOS PROPOSED PROPOSED PROPOSED 1 d- EXPANSION ANCHOR BOLT(TYP.) U 0 CD cn 2. CARBON MONOXIDE DETECTORS MUST BE DIGITAL READ OUT TYPE SEE TABLE N1102.1.2 FOR NYS PROPOSED BEDROOM PROPOSED BEDROOM BATHROOM BATHROOM MASTER BEDROOM �' HANDRAIL DETAILS 3. ALL CARBON MONOXIDE MUST BE INSTALLED WITHIN 10-0 OF THE ENTRANCE PRESCRIPTIVE CODE COMPLIANCE LOSE o TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED ON PLAN RUN-SEE PLANS m TYP WALL CONSTRUCTION: WOOD RISER V EXTERIOR SIDING AS PER OWNERS SELECTION oSD oSD z AIR INFILTRATION BARRIER CD® CD® WOOD TREAD Q 1/" CDX PLYWOOD EXTERIOR SHEATHING o Q 2 x 4/2x6 WALL STUDS @ 16" O.C. EXISTING DINING ROOM EXIS NG KITC EN EXISTING BATHROOM EXISTING BEDROOM I co00 z R-20 BATT INSULATION -R-30 AT CEILINGS a Q BUILT UP WOOD BEAM SEE PLANS Lu EXISTING GRADE w CONNECTING BRACKET AS REQ'D ¢ - " �`�^ L0 U- CD y ` ` i o 0 CARRIAGE CUT FOR RISERS&TREADS z to EXISTIN BASEM NT LEVEL a1 1 HOUR CEILING/SOFFIT ASSEMBLY EXISTING FOUNDATION SYSTEM V (AS PER N.Y.S.B.C.SEC.27.375. (i)(e).ONE LAYER OF 5/8"F.C.'x'GYP. BD.ON RC-1 CHANNELS W/ cn WALL STRINGER 3"THERMAFIBER INSULATION. Ur WOOD STAIR DETAIL DRAWING NUMBER: CROSS SECTION B-B IF REQUIRED NTs ECCC OE NYS COMPLIANCE CERTIF. STATEMENT U THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET THE NEW YORK STATE 2020 ENERGY CONSERVATION 0- E CONSTRUCTION CODE (PRESCRIPTIVE) REQUIREMENTS. WHEN A DESIGN PROFESSIONAL HAS STAMPED AND SIGNED THIS PAGE, A. INSTALL A RIGID AIR BARRIER TO SEPARATE U 00 THEY ARE ATTESTING THAT TO THE BEST OF HIS/HER KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, SUCH PLANS OR A. INSULATION SHALL ACHIEVE RE5NET DEFINED GRADE I INSTALLATION N rn E SPECIFICATIONS ARE IN COMPLIANCE WITH THIS CODE. OR ALTERNATIVELY, GRADE II FOR WALLS WITH INSULATED SHEATHING. UNCONDITIONED WIRE PORCH ATTIC FROM CONDITIONED SPACE. . B. FIBROUS INSULATION 15 NOT TO BE USED AS AN AIR BARRIER OR TO �--� SUBFLOOR B. SEAL ALL SEAMS, EDGES, GAPS AND HOLES TABLE R402.2 (CLIMATE ZONE 4 PRESCRIPTIVE VALUES: SEAL ANY OPENING, WHERE FIBROUS INSULATION IS USED IT 15 TO BE P E DUCT IN THE AIR BARRIER WITH CAULK OR FOAM. L' p Z 0 ) — WOOD FRAMING • U-FENESTRATION FACTOR = .32 INSTALLED TO ITS FULL THICKNESS, WITHOUT MISALIGNMENTS, GAPS AND Aye B Q Q • SKYLIGHT U-FENESTRATION FACTOR = .55 VOIDS, STAPLED TIGHT U51NG THE MANUFACTURERS TA55 AND EXTENDED IF0 = THE FULL SIZE OF THE OPENING INTENDED. FINISHED CEILING Q = U _C ko • GLAZED FENESTRATION SHGC = .4 J Q L C. WHERE PENETRATIONS OF ANY TYPE OCCUR IN FIRE RATED WALLS AND CONDITIONED _, w co rn • CEILING R VALUE = R-49 DC • WOOD FRAME WALL R VALUE = R-20 MIN (OR R-13 + 5) PARTITIONS, THE SEALING MATERIAL USED AROUND ANY OPENING IS TO A. INSTALL RIGID, CONTINUOUS AIR BARRIER MATERIAL TO SEPARATE THE AIR BARRIER — PORCH w m } N BE RATED AND INSTALLED AS REQUIRED BY THE MANUFACTURER. = Z Z • FLOORS OVER UNCONDITIONED SPACE RVALUE = R-19 D. UNDER NO CIRCUMSTANCES I5 CONSTRUCTION ADHESIVE TO BE USED EXTERIOR FROM THE CONDITIONED SPACE. 1/2"= I'-0" cu E_ O o AS AN AIR BARRIER OR TO SEAL ANY OPENING. EC'*.' CC OF NYS AIR BARRIER 8c SEALING REQS E. SEAMS/JOINTS TO BE SEALED: B. CUT ALL PENETRATION HOLES CLEANLY WITH A SAW OR DRILL AND NOT � � � v INTERIOR A. INSTALL A RIGID AIR BARRIER TO SEPARATE .� 00 � � LL 1 . WHERE STUD MEETS EXTERIOR SHEATHING MORE THAN I" LARGER THAN THE DIAMETER OF THE PENETRATING Q �, � 2. WHERE PLATES MEET STUDS (AND TOP PLATE JOINT) OBJECT TO ALLOW FOR PROPER AIR SEALING. SEAL ALL GAPS AND HOLES EXTERIOR FROM CONDITIONED SPACE. _ W O GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER INSTALLED IN THE BUILDING AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A 3. WHERE SILL MEETS FOUNDATION WALL AND FLOOR FRAMING TO UNCONDITIONED SPACE WITH CAULK OR FOAM. FIBROUS INSULATION B. SEAL ALL SEAMS, EDGES, GAPS AND HOLES F- ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A SEALING MATERIAL MEETS SILL. 15 NOT TO BE USED TO SEAL AIR BARRIERS. ACK WITH RIGID AIR BARRIER IN THE AIR BARRIER WITH CAULK RH FOAM. w L`L' C. SUPPORT INSULATION AT OVERHANG WITH -� CONTINUOUS AIR BARRIER. BREAKS OR JOINTS IN THE AIR 4. WHERE FLOOR FRAMING MEETS WALL FRAMING. OR OTHER SUPPORTING MATERIAL TO SEPARATE THE EXTERIOR FROM THE B STAVES OR NETTING. VAPOR BARRIER TO U z BARRIER SHALL BE SEALED. 5. WHERE SUBFLOOR MEETS FRAMING AT INTERIOR SPACE. C �- FACE PROPERLY. AFTER INSTALLATION, CONDITIONED/UNCONDITIONED SPACE. °L O 3 C. WHERE A RATED PARTITION 15 PENTRATED, APPROVED, RATED O ENCLOSE OPENING WITH RIGID AIR BARRIER. CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT WILL BE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE cz ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR ALIGNED WITH THE AIR BARRIER COMPLIANCE NOTES _ MATERIALS MUST BE USED. DUCTBARRIER SHALL BE SEALED. ACCE55 OPENINGS, DROP PIPING ,DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED AIR BARRIER — OVERHANG— EXTERIOR ATTIC SPACES SHALL BE SEALED.WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL CAVITIES WITHIN CORNERS * HEADERS OF FRAME WALLS SEAL DETAIL 1/211= 1'-01, BE SEALED. THE JUNCTION OF THE TOP PLATE AND THE TOP SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY _ A. INSTALL INSULATION WITHOUT MISALIGNMENTS, OF EXTERIOR WALLS SHALL BE SEALED. KNEEWALL5 SHALL WITH R-3 INSULATION/INCH MINIMUM EXTERIOR THERMAL I/2 - I -0 FOR GRADE I INSTALLATION WALL INSULATION COMPRESSIONS, GAPS OR VOIDS IN ALL EXTERIOR BE SEALED. ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE WALL CAVITIES BEHIND TUBS, PREFABRICATED INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS SHALL FILL THE CAVITY COMPLETELY TOP TO A. SEE GRADE I INSULATION DETAIL THIS TU ALIGNMENT WITH THE AIR BARRIER BOTTOM AND 51DE TO SIDE WITHOUT SUBSTANTIAL C SHEET. oC 8 FIREPLACE OR STAIR LANDINGS, GAPS OR VOIDS AROUND OBSTRUCTIONS oC C (BLOCKING, ETC) AND BE SPLIT INSTALLED OR 5. BACK WITH RIGID AIR BARRIER OR OTHER w B. BACK WITH RIGID AIR BARRIER OR OTHER WINDOWS, DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING SUPPORTING MATERIAL TO PREVENT INSULATION FITTED TIGHTLY AROUND WIRING AND OTHER SUPPORTING MATERIAL TO SEPARATE THE SKYLIGHTS AND SKYLIGHTS TO BE SEALED. SERVICES WITHIN THE CAVITY. EXTERIOR FROM THE INTERIOR SPACE. FROM SAGGING AND TO CREATE A CONTINUOUS uj THERMAL BARRIER. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER RIM JOISTS SHALL BE INSULATED. u z INSULATION SHALL BE ENCLOSED ON ALL G SIDES C. INSTALL BACKER ROD AND/OR SEAL ALL BATH C. SEAL ALL SEAMS, EDGES, GAPS AND HOLES IN (TOP 4 BOTTOM SIDE TO SIDE FACE TO FACE) SEAMS, EDGES GAPS AND HOLES AROUND FLOOR:5 (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED © ' THE AIR BARRIER WITH CAULK OR FOAM PRIOR TO AND BE IN SUBSTANTIAL CONTACT WITH THE THE WINDOW/DOOR AND IN THE AIR BARRIER GARAGE AND CANTILEVERED EDGE OF INSULATION TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE SHEATHING MATERIAL ON AT LEAST ONE FACE WITH CAULK OR LOW EXPANSION FOAM FINAL TUB, PREFABRICATED FIREPLACE OR STAIR 1 1 FLOORS) OF 5U5FLOOR DECKING, OR FLOOR FRAMING CAVITYryo LANDING. uj O INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH (INTERIOR OR EXTERIOR) OF THE CAVITY. PRIOR TO FINAL INSULATION INSTALLATION NOTE-AIR BARRIER AT PREFABRICATED FIREPLACE THE TOP 51DE OF SHEATHING, OR CONTINUOUS INSULATION (INCL. BOXES, PIPES AND CABLES). MUST BE V,5"TYPE "X" GWB SEALED WITH RATED INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND SIDE STAPLED TABS ARE PERMITTED WITH NO 8 FOAM OR CAULK. O Z BUCKLING AND PROVIDED THAT THE GATT BE D.NUMBER OF JACK STUDS DETERMINED BY EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER W FLOOR FRAMING MEMBERS COMPRESSED AT THE STAPLED EDGES ONLY AND D RCNYS. C ONLY TO THE DEPTH OF THE TAB. uj CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED INSTEAD OF FLOOR INSULATION, E. WINDOW/DOOR TO RETAIN ENERGY STAR N COVERED WITH A CLA55 I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO THE INSULATION DETAILLABEL UNTIL FINAL CERTIFICATE I5 ISSUED. z V OVERLAPPING JOINTS TAPED. CRAWLSPACE WALLS. 11211 I'-O" TYP . WINDOW DOOR DET. -- O W SHAFT PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS 1/2"= 1'-0" STAIR LANDING. ----� �- OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL `� Q z BE SEALED. A. JOINT BETWEEN TWO TOP PLATES. INTERIOR ALIGNED AIR BARRIER u� � Q B. STUD TO EXTERIOR SHEATHING CONNECTION 2XG FRAMING, I G"OC J NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT OR (ALL AROUND) PRIOR TO INSULATION INSTALLATION. EXTERIOR 2) LVL HEADER DETAILS � W NARROW CAVITIES SHALL BE FILLED WITH INSULATION ON C. FLOOR FRAMING TO 5U5FLOOR CONNECTION 2" RIGID INSULATION (R-10) _J INSTALLATION READILY CONFORMS TO THE AVAILABLE (ALL AROUND) �/r � CAVITY SPACE. D. JOINT OF TWO SILL PLATES AND ALL ANCHOR 1/2"= 1'-0" < GARAGE SEPARATIONS AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE BOLTS PENETRATIONS. A. INSTALL HEADER AS PER RCNY5 (2) LVL AND SEAL ALL EDGES, v Q E. SILL TO FOUNDATION WALL CONNECTION V2"XG" SEAMS GAPS AND HOLES WITH CAULK OR FOAM PRIOR TO FINAL A. INSTALL CONTINUOUS INSULATION AND CONDITIONED SPACES. SILL INSULATION, TERMITE 5HIELD,Yz"XG" SILL INSULATION INSTALLATION.. EXTERIOR WITHOUT MISALIGNMENTS, GAPS, VOIDS V INSULATION; TERMITE SHIELD 15 NOT TO COME OR COMPRESSIONS IN WALL. RECE55ED LIGHTING RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING INTO CONTACT WITH FOUNDATION WALL). B. INSTALL TWO LAYERS OF I" OWENS CORNING FOAMULAR 250 RIGID W C)THERMAL ENVELOPE 5HA;; BE SEALED TO THE DRYWALL. THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED. C INSULATION (R-5 EACH) 50 THAT EDGES ARE TIGHT AND COMPLETELY B. BACK WITH RIGID AIR BARRIER OR ! -i SEAL ALL SEAMS, EDGES, GAPS AND HOLES FILL OPENING. OTHER SUPPORTING MATERIAL TO PREVENT C)PLUMBING WIRING GATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND AROUND PERIMETER AND IN THE AIR BARRIER WITH INSULATION FROM SAGGING AND TO WIRING AND PLUMBING IN EXTERIOR WALLS, OR INSULATION CAULK OR LOW EXPANSION FOAM PRIOR TO FINAL C. WHERE A TRIPLE HEADER 15 REQUIRED, INSTALL ONE, I"THICK LAYER C 8 CREATE A CONTINUOUS THERMAL BARRIER. THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE INSULATION INSTALLATION (ITEMS A, B, C, D AND E, OF INSULATION (R-5). SPACE SHALL EXTEND BEHIND PIPING AND WIRING. O E INCLUDING BOXES, PIPES AND CABLES). C. INSTALL TOP � BOTTOM PLATE AT ALL 5HOWERTU5 ON EXTERIOR THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT EXTERIOR WALLS ADJACENT TO SHOWERS AND TU55 SHALL HEADER DETAIL INTERIOR KNEEWALL5. WALL TO SHOWERS AND TU55 SHALL SEPARATE THEM FROM THE BE INSULATED. SEALING DET. @� EXTER . 1/2"= 1'-0" C. SEAL ALL SEAMS, EDGES, GAPS AND SHOWER AND TUB5. HOLES IN THE AIR BARRIER WITH CAULK OR ELECTRICAL* PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL I/2"= I'-0" A. INSTALL IXG NAILER L 2X4 FOAM. XG FRAMING, I G"OC FRAMING AND RUN INSULATION EXTERIOR WALLS OR COMMUNICATION BOXES OR AIR-SEALED BOXES SHALL M UNCONDITIONED SPACE CONTINUOUSLY BEHIND. D. DETAIL SIMILAR AT SKYLIGHT WELLS. O BE INSTALLED. 2X4 FRAMING, I G OC �-'EXHAUST FAN 99 N IXG NAILER B. SEAL ALL SEAMS, EDGES, GAPS AIR BARRIER DETAIL HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE BULDING 8 oC O Q = PLYWOOD SUBFLOOR AND HOLES IN THE AIR BARRIER THERMAL ENVELOPE SHALL BE SEALED TO THE 5U5FLOOR u' a/- W w WITH CAULK OR FOAM PRIOR TO co OR DRYWALL. LIGHT FIXTURE --WOOD FRAMING z FINAL INSULATION INSTALLATION KNEEWALL CONDITION O _ 8 FAN 8 (EX. BOXES, PIPES AND CABLES). W Q Q 0 112 FINISHED CEILING " -0= I' " � Q k-ry INTER . /EXTER . WALL DET. Z Z CONDITIONED SPACE A. INSTALL INSULATION WITHOUT <C LLI 0 1/2 = I -O MISALIGNMENTS, COMPRESSIONS, GAPS OR C45 � � .__I W A. INSTALL RIGID, CONTINUOUS AIR BARRIER MATERIAL TO SEPARATE THE VOIDS IN ALL EXTERIOR WALL AND BAND J015T (D U EXTERIOR FROM THE CONDITIONED SPACE. A. BEFORE INSULATING ATTIC, SEAL ALL TOP Z m ATTIC CAVITIES AND IN CONTACT WITH ALL SIDES OF Z j PLATES TO INTERIOR CLADDING THE CAVITY. W -.-=!THE I- W B. CUT ALL PENETRATION HOLES CLEANLY WITH A SAW OR DRILL AND NOT CONNECTIONS WITH FOAM OR CAULK TO _ = F- NOTE-VERIFY ADEQUATE FIRE-BLOCKING. U U MORE THAN I" LARGER THAN THE DIAMETER OF THE PENETRATING OBJECT STOP AIR LEAKS FROM ATTIC SPACE TO B U E- t- W 0 TO ALLOW FOR PROPER AIR SEALING. SEAL ALL GAPS AND HOLES TO CONDITIONED SPACE. W >- >- W w B. BACK WITH RIGID AIR BARRIER OR OTHER r m m = w cu EXPANDABLE FOAM SEALANT AND CAULKING UNCONDITIONED SPACE WITH CAULK OR FOAM. FIBROUS INSULATION IS SUPPORTING MATERIAL TO SEPARATE THE U < Cn Z o TAPE SEAMS AT INSULATION �— AT ROUGH OPENING NOT TO BE USED TO SEAL AIR BARRIERS. ACK WITH RIGID AIR BARRIER CONDITIONED SEAL ALL SEAMS, EDGES, GAPS AND HOLES EXTERIOR FROM THE INTERIOR SPACE. Lu JOINTS NO PIPE EXPOSURE OR OTHER SUPPORTING MATERIAL TO SEPARATE THE EXTERIOR FROM THE SPACE AROUND THE WINDOW/DOOR AND IN THE AIR INTERIOR SPACE. BARRIER WITH CAULK OR LOW EXPAN5ION O O FOAM PRIOR TO FINAL INSULATION oz C. SEAL ALL SEAMS, EDGES, GAPS AND HOLES 2X4 INTERIOR INSTALLATION (INCL. BOXES, PIPES AND lu Lu IN THE AIR BARRIER WITH CAULK OR FOAM z_ PRIOR TO FINAL INSULATION INSTALLATION (EX. NOTE: C. LIGHT FIXTURES MUST BE ICAT LABELED. THE AIR LEAKAGE TESTING SHALL BE WALL CABLES). BOXES, PIPES AND CABLES). m PERFORMED NOT TO EXCEED 3 ACH LIGHT 8c FAN SEALS Q 1/2"= P-O" TOP PLATE ATTIC DETAIL SOFFIT DETAIL U POLYETHYLENE PIPE INSULATION MIN. R-3 1/2"= I'-0" (AT EXTERIOR WALL) 1/211= 1'-0" Z HOT & COLD DOMESTIC WATER LINE A. INSTALL INSULATION WITHOUT MISALIGNMENTS, Q COMPRESSIONS, GAPS OR VOIDS IN ALL INTERIOR A. INSTALL INSULATION WITHOUT E EXTERIOR WALL AND BAND J015T CAVITIES AND IN MI5ALIGNMENT5, COMPRESSIONS, GAPS OR EXTERIOR INTERIOR Q CONTACT WITH ALL SIDES OF THE CAVITY. 8 VOIDS IN ALL WALL AND BAND J015T CAVITIES. z PIPE INSULATION FOR DOMESTIC WATER LINE DETAIL FOR DOORS AND WINDOWS C TREATED SILL --sILL5EAL4 ¢ �G( s/y0 B. BACK WITH RIGID AIR BARRIER OR OTHER B. BACK WITH RIGID AIR BARRIER OR OTHER CAPILLARY BREAK \ y SUPPORTING MATERIAL TO SEPARATE THE SUPPORTING MATERIAL TO SEPARATE THE FLASHING Q Z NTS NTS D ,•,. ....: .•;��.,�--P.c. sLAB � 0Z EXTERIOR FROM THE INTERIOR SPACE. GARAGE FROM THE fNTERIOR SPACE. GRADE . ` �:: R 403.3.1 INSULATION(PRESCRIPTIVE)SUPPLY AND RETURN O 0 ..:.,,,t f;. IGID INSULATION ¢ � 0 TAPE SEAMS AT INSULATION I? GARAGE w 0I5TURE BARRIER 0 R-6 MIN. DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF ,L, w C. SEAL ALL SEAMS, EDGES, GAPS AND HOLES IN C. SEAL ALL SEAMS EDGES GAPS AND HOLES JOINTS NO PIPE EXPOSURE z RIGID INSULATION OMPACTED FILL Z R-8 WHERE 31NCHES IN DIAMETER GREATER R-6 � z_ THE AIR BARRIER WITH CAULK OR FOAM PRIOR TO _ IN THE AIR BARRIER WITH RATED CAULK OR WHERE LESS THAN 3 INCHES IN DIAMETER.SUPPLY AND C FINAL INSULATION INSTALLATION (EX. BOXES, FOAM PRIOR TO FINAL INSULATION RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING PIPES AND CABLES). INSTALLATION (EX. WIRING BOXES, PIPES AND CABLE PENETRATIONS). U ---- -r- --- SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 8 INCHES IN DIAMETER OR GREATER AND R-4.2 WHERE LESS D. SUPPORT INSULATION WITH STAVES OR i THAN 31NCHES IN DIAMETER. NETTING. VAPOR BARRIER TO FACE PROPERLY. ;;' D. SUPPORT INSULATION WITH STAVES OR �- �`, " NETTING. VAPOR BARRIER TO FACE PROPERLY. SLAB INSULATION DET. mD .., POLYETHYLENE PIPE INSULATION MIN. R-3 R403.3.25EALING(MANDATORY).DUCTS,AIR HANDLERS E. INSULATION BAFFLE; I" MINIMUM, INSULATION '` NOTE-AIR BARRIER AT GARAGE MUST BE Va" ��.>. TO RETAIN 75% OF THICKNESS IN WALL BELOW. ' TYPE "X" GWB SEALED WITH RATED FOAM OR ��_ �_ �� AND FILTER BOXES SHALL BE SEALED.JOINS AND SEAMS "' 112 = I 0 REFRIGERANT LINES AS PER MANUFACTURER SHALL COMPLY WITH THE NYS MECHANICAL CODE,AS CAULK. APPLICABLE. TYPICAL EXTERIOR WALL AIR BARRIER — GARAGE DRAWING NUMBER: PIPE INSULATION FOR REFRIGERANT LINE DUCT INSULATION DETAIL , (WITH VENTED CR:AWLSPACE OR CELLAR) I/2 - I -O, 1/2 - I -0 NTS NTS F In GENERAL NOTES CONSTRUCTION NOTES WOOD FRAMING NOTES PLUMBING NOTES CODE COMPLIANCE 1. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. THESE DRAWINGS ARE NOT 1.ALL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR EQUAL, WITH A MINIMUM FIBER 1. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSFER ALL WIND AND 1. ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND U REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER ALL DRAWING HAVE BEEN PRODUCED, EVALUATED AND �" o TO BE SCALED. STRESS OF 900 PSI AND A MODULUS OF ELASTICITY OF 1,600,000, UNLESS OTHERWISE GRAVITY LOADS FROM THE ROOF, WALL, AND FLOOR SYSTEMS TO THE STATE AND LOCAL CODES AND REQUIREMENTS. +� Y NOTED. FOUNDATION. ALL RAFTERS, STUDS, AND FLOOR JOISTS TO ALIGN AS PREPARED USING THE 2020 RESIDENTIAL BUILDING CODE, U oo 2. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FACILITATED BY THE DESIGN TO CARRY ALL LOADS UNINTERRUPTED TO THE MOST CURRENT NEW YORK STATE ENERGY ate-+ DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A 2. ALL ENGINEERED STRUCTURAL WOOD MEMBERS, INCLUDING ENGINEERED FOUNDATION. 2. ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD OR CONSERVATION CONSTRUCTION CODE AND ALL ASSOCIATED COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR JOISTS AND BEAMS,TO BE AS MANUFACTURED BY TRUSS JOIST MacMILLAN OR APPROVED EQUAL. WITH STANDARDS REFERENCED THEREIN V >- � MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK AS INDICATED. APPROVED EQUAL,AND INSTALLED AS PER MANUFACTURER'S SPECS. 2. ALL STRUCTURAL DIMENSIONAL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR 3.ALL PLUMBING SUPPLY PIPING TO BE A MIN. OF 1/2" COPPER MAINS. Q Q in ? 3. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD FOR STUD WALLS, OR FACE EQUAL, WITH A MINIMUM FIBER STRESS OF 900 PSI, E=1,600,000, G = 0.49. I' REFERENCED CODE PRINTING: Q o = .� o, 3.THE CONTRACTOR SHALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH oc v � `b 4. ALL MAIN PLUMBING VENT AND WASTE LINES TO BE A MIN. 4 IN DIA. AND TO s 2020 RESIDENTIAL CODE -i w v rn THE EXISTING CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION. ALL OF MASONRY FOR MASONRY WALLS, UNLESS OTHERWISE NOTED. 3.ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MOIST CONDITIONS AS w m >- c� BE CONNECTED TO AN APPROVED SANITARY SYSTEM. EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED. ANY PER NYS RBC TO BE ACQ LUMBER, FASTENERS FOR ACQ LUMBER TO BE HOT = z z DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 4. DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB(S), HEAVY APPLIANCES, DIPPED OR STAINLESS STEEL ONLY. A ICC ANSI A117.1 2009 FU-- O E 11, PRIOR TO COMMENCING WITH THE WORK. PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOOR, CEILING, AND 5. ALL CLEANOUTS TO BE LOCATED AS PER NYS CODE. .- 1- o -- ROOF, UNLESS OTHERWISE NOTED. 4. FLOOR SHALL NOT BE LOADED UNTIL LATERALLY BRACED AS PER NYS RBC AND/ 6. IF A HOT WATER HEATER IS REQUIRED MINIMUM SIZED TO BE 40 GALLONS • ASHRAE 90.1 - 2013 (JULY 2014 PRINTING) A� co 2 u 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS &CONDITIONS ON THE JOB AND OR MANUFACTURER AS APPLICABLE, INCLUDING ALL BLOCKING, SHEATHING, RIM = ate, L.L. MINIMUM OR A TANKLESS WATER HEATER INSTALLED AS PER NYS CODE. THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE 5. PROVIDE METAL SUPPORT HANGERS AT ALL FLUSH FRAMED FLOOR AND CEILING BOARDS, BRACING, ETC. • ASCE 7 - 2010 - c~n DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. PROVIDED JOISTS, ROOF RAFTERS, HEADERS AND BEAMS. = w &_ 7. HEATING SYSTEM TO BE OIL OR GAS FIRED SIZED AND INSTALLED AS PER NYS -� DIMENSIONS ARE SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS 5.ALL WOOD DECKING TO BE NAILED AND GLUED. RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. • ASCE 24 -2014 U Z OR EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0" IN ANY 6. PROVIDE CONTINUOUS METAL TERMITE SHIELDS AND ACQ TREATED WOOD 3 MEASUREMENT. PLATES ALONG PERIMETER WALLS, CONTRACTOR TO ENSURE MINIMUM OF 6" 6. ENGINEERED WOOD MEMBERS INDICATED IN THESE DRAWINGS ARE TO BE AS g, SIZES AND TYPES OF APPARATUS, EQUIPMENT, AND SYSTEM CONTROLS SHALL • A17.1 - 2013 ,� 3 BETWEEN GRADE AND WOOD SILL. MANUFACTURED BY TRUS JOIST MacMILLAN. ALL MEMBERS TO BE INSTALLED IN COMPLY WITH THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. cu S. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. (� ACCA 8TH MANUAL J & S - J - 2014 ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR 7. MINIMUM (2)2 X12 HEADERS OVER ALL OPENINGS, UNLESS OTHERWISE NOTED. • ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE OCCUPANCY 7. NO SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE S - 2011 CERTIFICATE. 8. ALL STUD,JOIST AND RAFTER FRAMING SHALL BE PROVIDED WITH BLOCKING AS ACCEPTED UNLESS ALTERNATE SPECIFICATIONS ARE PRESENTED AND D - 2014 PER THE NYS RESIDENTIAL BUILDING CODE. ALL STUD BEARING WALLS TO HAVE ACCEPTED BY THE ARCHITECTS PRIOR TO START OF CONSTRUCTION. 6.THE WORK SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO STUD BRIDGING AT MID-HEIGHT. ARCHITECTS WILL NOT APPROVE ANY CHANGES FOR BUILDING DEPARTMENT COMPLETE CONSTRUCTION AS SHOWN ON THE DRAWINGS. ALL CONTRACTORS SIGN-OFFS IF INCORRECT JOISTS ARE INSTALLED. AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROPER PERFORMANCE 9. ALL FIRESTOPPING AND BLOCKING TO BE INSTALLED AS PER NYS RESIDENTIAL GENERAL STRUCTURAL NOTES.OF THEIR WORK, COORDINATION WITH OTHER TRADES, METHODS, SAFETY AND BUILDING CODE. 8. USE ONLY MANUFACTURER'S RIM BOARDS AT ENDS OF SPANS OF ENGINEERED SECURITY ON THE JOB SITE. THE ARCHITECT AND HIS AGENTS ARE NOT JOISTS-SOLID SAWN DIMENSIONAL LUMBER IS NOT ACCEPTABLE. RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND 10. USE WATERPROOF MEMBRANE FLASHING AROUND ALL OUTSIDE DOORS AND INDEMNIFIED BY ALL CONTRACTORS FROM ANY CLAIMS, LOSSES, SUITS OR WINDOWS. 9. CUTTING AND NOTCHING OF ENGINEERED BEAMS AND JOISTS MUST BE IN 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND IMMEDIATELY I","', >_ LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FAILURE TO NOTIFY ARCHITECTS OF ANY DISCREPANCIES FROM THE DRAWINGS. HE SHALL V z 11. FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, FOLLOW MANUF SPECS WILL RESULT IN THE UNSATISFACTORY MEMBERS BEING TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR SAME. 7. ALL WORK IS TO CONFORM WITH THE ENVIRONMENTAL CONSERVATION CODE OF SKYLIGHTS, CHIMNEYS, ROOF VENTILATORS, HIPS, RIDGES,VALLEYS, CHANGES REPLACED AT THE GENERAL CONTRACTOR'S EXPENSE. 2. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, W NEW YORK STATE. GLASS AREAS USED ANYWHERE IN THE WORK SHALL BE OF ROOF SLOPE,AND GABLE ENDS. DOUBLE GLAZED LOW E HIGH PERFORMANCE GLAZING WITH A MIN "U"VALUE 10. CONTRACTOR TO OBTAIN SHOP DRAWINGS OF ALL ENGINEERED FRAMING FRO ELECTRICAL, PLUMBING, ETC. REQUIREMENTS. DISCREPANCIES AND/OR O OF .35. ALL EXTERIOR DOORS SHALL HAVE INSULATED CORES WITH A MIN "U" 12. ALL GYP. BD.WALLS AND CEILINGS TO BE TAPED, SPACKLED, 3 COATS, AND TRUS JOIST MacMILLAN PRIOR TO START OF JOIST INSTALLATION. REFER TO INTERFERENCES SHALL BE REPORTED TO THE ARCHITECTS IMMEDIATELY UPON Q 0- VALUE OF .40. SANDED READY FOR PAINT. MANUFACTURERS DOCUMENTATION FOR SPECIFIC FRAMING DETAILS NOT DISCOVERY. • • z INDICATED ON THESE DRAWINGS. ALL WEB PENETRATIONS AS PER () O uw 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 13. WATERPROOF GYP. BD.TO BE PROVIDED AROUND TUB AND ON WET WALL IN ALL MANUFACTURERS DETAILS. INSTALL ALL BLOCKING,STIFFENERS, ETC. AS PER 3.ALL WORK SHALL BE GOVERNED BY THE LOCAL BUILDING CODE (LATEST W W PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, BATHROOMS. MANUFACTURERS DETAILS AND SHOP DRAWINGS. EDITION),AND ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE YCOMPLIANCECOLLAPSE, DISTORTION A ENERND MISALIGNMENT ACCORDING TO APPLICABLE CODES, ADHERED TO AS IF CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL G CODE z (D STANDARDS AND GOOD PRACTICE. 14. BATHROOMS WITHOUT NATURAL VENTILATION TO HAVE AN ELECTRIC EXHAUST 11. AS PER NEW YORK STATE BUILDING CODE, MANUFACTURER'S SPECIFICATIONS NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE O FAN 50 CFM MINIMUM) CONNECTED TO LIGHT SWITCH AND DUCTED TO THE FOR ALL ENGINEERED LUMBER MUST BE ON-SITE FOR REVIEW BY BUILDING DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN j ( THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 1. ENERGY CODE NOTES AND SPECIFICATIONS ARE BASED ON �) � tJJ 9. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING WATER, EXTERIOR. INSPECTOR DURING COURSE OF CONSTRUCTION. THE MOST CURRENT INTERNATIONAL RESIDENTIAL BUILDING SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS AND SHALL USE REQUIRED BY CODE. � Q z HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND 15. ALL WINDOW DESIGNATIONS ARE FOR ANDERSON HIGH PERFORMANCE 400 CODE CHAPTER 11 ENERGY EFFICIENCY AND THE LATEST NEW SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL SERIES GLAZING. 4. PERFORM THE WORK OF ALL TRADES IN A COMPLETE,THOROUGH AND YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. W W Q REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER WORKMAN LIKE MANNER IN CONFORMANCE WITH THE ACCEPTED PRACTICES > ui INSPECTION OF HIS WORK.. 16. GC TO INSTALL HARD WIRED SMOKE DETECTORS AND OTHER LIFE SAFETY AND ALL REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. 2. ALL PROJECTS IN NYS COUNTIES LIE IN CLIMATE ZONE 4A. J J EQUIPMENT TO MEET ALL APPLICABLE CODES. Q Q � CONCRETE NOTES 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 3. INTERIOR DESIGN TEMPERATURES FOR LOAD CALCULATIONS ( � Q 10.THE INSTALLATION OF:ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL 17. GC TO INSTALL ALUM GUTTERS AND LEADERS IN LOCATIONS AS REQUIRED TO AND PROTECTION OF ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, SHALL BE 720 FOR HEATING AND 750 FOR COOLING \./ cc FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, PROOF OF WHICH COLLECT ALL RAIN WATER RUNOFF-COLOR AS PER OWNER. 1.ALL CONCRETE SHALL BE 1-2-4 MIX, Fc=4000 PSI. BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT IN ACCORDANCE WITH (� G SHALL BE FURNISHED TO THE FIRE MARSHALL PRIOR TO THE INSTALLATION OF GOOD PRACTICE AND ALL GOVERNING CODES. ALL SHORING AND BRACING 4. UNLESS SUPERCEDED BY CALCULATIONS BASED ON ENERGY SUCH MATERIALS AND PRODUCTS. 2. WHERE SLABS ARE SUPPORTED ON FILL,THE FILL SHALL BE PROPERLY SHALL REMAIN IN PLACE UNTIL NEW STRUCTURAL MEMBERS HAVE BEEN PERFORMANCE SOFTWARE, ALL INSULATION VALUES FOR W 11. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING DEMOLITION NOTES COMPACTED IN LAYERS. INSTALLED AND LOADED. COMPONENTS SHALL CONFORM TO VALUES INDICATED FOR = Q r-I COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE AND RELOCATE ANY 6. ARCHITECT OF RECORD SHALL NOT BE RESPONSIBLE FOR THE WORK RELATING CLIMATE ZONE 4 IN TABLE N1102.1.2 ON SHEET T-4. PARTITIONS WIRING PLUMBING AND DUCTWORK THAT MAY BE CONCEALED IN 3. INSTALL PRE-MOLDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS METHODS 1. DEMOLITION WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL AT ALL COLUMN LOCATIONS. JOINT MATERIAL TO HAVE INSULATION VALUE OF 5. IN LIEU OF THE PRESCRIPTIVE COMPONENT METHOD, WALLS OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETE JOB IN ALL AND STATE REGULATIONS, INCLUDING ALL PERMITS AND UTILITY CUT-OFFS. R-5 FOR BUILDING CONSTRUCTION. TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM APPROVED PERFORMANCE ANALYSIS SOFTWARE WILL BE RESPECTS. HIS WORK. ACCEPTABLE TO PROVE BUILDING ENERGY EFFICIENCY 12. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW 2. PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS 4. STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE COMPLIANCE. COMPLIANCE SOFTWARE TOOLS SHALL OF THE BUILDING CODE OF NEW YORK STATE AND ANSI/NFPA 241-1975, BUILDING 60 DEFORMED. 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY CONDITIONS AND EXISTING AREAS, INSTALL AND REMOVE (AFTER COMPLETION) ALL CONSTRUCTION AND DEMOLITION OPERATIONS. RELATING TO THE JOB CONSTRUCTION AND ASSUME PROTECTION RELATED GENERATE A REPORT THAT DOCUMENTS THAT THE PROPOSED TEMPORARY SUPPORTS HEADERS AND DUST SCREENS TO ADEQUATELY TO ADJACENT OCCUPANCIES. DESIGN COMPLIES WITH THIS SECTION AND SHALL BE 5. MINIMUM LAP OF#4 REINFORCING BARS SHALL BE 20 AND FOR#5 cv) SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY 3. PROVIDE ALL TEMPORARY BARRICADES, RAILINGS, LIGHTING, ETC. REQUIRED REINFORCING BARS 26". SUBMITTED WITH THE APPLICATIONS FOR THE BUILDING PERMIT. cv KIND, INCLUDING DUST. TO PROTECT THE WORKMEN, OWNER'S PERSONNEL AND OTHERS FROM INJURY (INCLUDED ON THIS SHEET IF APPLICABLE). m N DUE TO THE DEMOLITION WORK. PROVIDE FREE AND SAFE PASSAGE OF = 13. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS,AND PENETRATIONS,TO FORM A WATER TIGHT ASSEMBLY. ALL FLASHING TO BE PERSONS TO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. 6. AS PER N1102.2, WHERE R-49 INSULATION IS REQUIRED IN �W coATTIC CEILING SPACES, INSTALLING R-38 OVER 100% OF THE 16 OUNCE AND EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. 4.THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO c Q Q WEATHER (RAIN WIND STORMS FROST OR HEAT) SO AS TO MAINTAIN ALL WORK SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER IZ 14. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE z z RESIDENTIAL CODE OF NYS AND THE APPROVED ELECTRICAL INSPECTOR. MATERIALS EQUIPMENT AND FIXTURES FREE FROM DAMAGES REPAIR ANY ELECTRICAL NOTES FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS a- ¢ O 0 THE FINAL UL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO THE OWNER DAMAGE TO PROPERTY OF THE OWNER WHICH IS TO REMAIN IN USE, OR THAT OF CONTROLLED INSPECTION OVER THE WALL TOP PLATE AT EAVES. Q a W ANY PERSON, OR PERSONS ON OR OFF THE SITE, CAUSED BY THE DEMOLITION 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 06 v _! U) PRIOR TO FINAL PAYMENT. WORK WITHOUT ADDITIONAL EXPENSE TO THE OWNER. REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL 7. AS PER N1102..22, WHERE INSULATION VALUES ABOVE R-30 0 z m z 1- W OTHER STATE AND LOCAL CODES AND REQUIREMENTS. REQUIREMENTS L.L1 O H 15.THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS ARE REQUIRED N CEILINGS WITHOUT ATTIC SPACES AND THE Y = z U 5. CONTRACTOR SHALL ADEQUATELY BRACE AND SHORE ALL EXISTING AND EXCESS MATERIALS,TO THE SATISFACTION OF THE OWNER, INCLUDING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE U z W STRUCTURAL ELEMENTS TO REMAIN DURING DEMOLITION AND CONSTRUCTION. 2.THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND AN 1.AS PART OF THE CONTRACT FOR CONSTRUCTION,THE GC FOR THE PROJECT uj >- ¢ W w LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. BRACING TO REMAIN IN PLACE UNTIL FINAL STRUCTURAL ELEMENTS ARE UNDERWRITERS CERTIFICATE TO THE OWNER UPON COMPLETION OF THE WORK. REQUIRED INSULATION, THE MINIMUM REQUIRED INSUILATION = m w _ F- INSTALLED IN THEIR ENTIRETY. 3. ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE SUPPLIED AND MUST RETAIN A THIRD PARTY ENGINEERING CONSULTANT(SPECIAL INSPECTOR) FOR SUCH ROOF/CEILING ASSEMBLIES SHALL BE R-30. THIS IS U < p ¢ z � 16. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF TO CONDUCT CONTROLLED INSPECTIONS OF ALL STRUCTURAL COMPONENTS LIMITED TO 500 SQUARE FEET OR 20% MAX OF THE TOTAL LIENS,SIGNED BY ALL SUB-CONTRACTORS A INDICATED ON THE PLANS, INCLUDING BUT NOT LIMITED TO PILE INSTALLATION, INSULATE CEILING AREA, WHICHEVER IS LESS., , ,AND MATERIAL SUPPLIERS, IN ADDITION 6. PERFORM THE DEMOLITION WORK IN SUCH A MANNER AS TO PREVENT FIRES. INSTALLED PER CODE. CONCRETE FORMWORK PLACEMENT REBAR PLACEMENT REBAR COVER TO THE GENERAL CONTRACTOR. REMOVE ALLACCUMULATED DEBRIS PROMPTLY. DISPOSAL BY BURNING WILL m NOT BE PERMITTED ON SITE. ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL, SPECIFIED CONCRETE STRENGTH, CONCRETE POURING DISTRIBUTION, 8. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND � 17. PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S 4. G.F.I. CIRCUITS AND OUTLETS TO BE PROVIDED IN'ALL BATHROOMS, KITCHEN, CONCRETE ULTIMATE STRENGTH, MASONRY,ALL FRAMING INCLUDING JOISTS, WORKMAN-LIKE MANNER. GARAGE AND AS REQUIRED BY CODE. VERIFIED AS HAVING AS AIR LEAKAGE RATE NOT EXCEEDING Q RESPONSIBILITY. THE ARCHITECTS TAKE NO RESPONSIBILITY FOR DELAYS OF � BEAMS AND GIRDERS, BOLTING AND ALL STEEL CONNECTIONS (BOLTED AND THREE AIR CHANGES PER HOUR IN CLIMATE ZONE 4. TESTING TO V GOVERNMENT AGENCIES. 7.ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, 5. ELECTRIC SERVICE SHALL BE INCREASED AS REQUIRED IN ORDER TO HANDLE WELDED).ALL INSPECTION REPORTS TO BE SUBMITTED TO THE ARCHITECTS AS COMPLY WITH THE REQUIREMENTS OF THIS SECTION. z FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM THE IMPOSED ELECTRIC LOAD AT PEAK DEMAND. WORK PROGRESSES. 18. CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE DAMAGE UNTILTHE OWNER DETERMINES THE COURSE OF ACTION TO BETAKEN CONSTRUCTION DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE 2. CONTROLLED INSPECTIONS ARE REQUIRED REGARDLESS OF INSPECTIONS Q ARCHITECTS PRIOR TO START OF WORK. ANY CHANGES MADE BY THE WITH SAME. CONDUCTED BY MUNICIPALITIES, AND REGARDLESS OF WHETHER OR NOT WORK CONTRACTOR (STRUCTURAL MEMBERS, WINDOW CHANGES, ETC) RESULTING 8. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN PASSES INSPECTION BY THE BUILDING INSPECTOR OF THE LOCAL MUNICIPALITY Q IN CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF THESE LINES. HAVING JURISDICTION. 0� INSPECTION WILL RESULT IN THE CONTRACTOR REPLACING THE COMPLETED CAP ALL UTILITY LINES TERMINATED BY THE DEMOLITION WORK IN A MANNER z NON-COMPLIANT WORK TO MEET THE REQUIRED SPECIFICATIONS AT APPROVED BY THE GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HVAC NOTES 3.A FINAL PILE LOG MUST BE SUBMITTED TO THE ARCHITECTS AT THE COMPLETION Q CONTRACTORS COST. ARCHITECTS WILL NOT BE RESPONSIBLE FOR OF INSTALLATION, CERTIFIED BY A NY STATE LICENSED ENGINEER PRESENT ON �_ ¢ ,�• w z CONTRACTOR DEVIATIONS FROM THE APPROVED PLANS. HAVING JURISDICTION. SITE DURING INSTALLATION TO CERTIFY THAT ALL PILES ARE INSTALLED AS PER o r o o 1.ALL HVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS PLANS TO THE ULTIMATE BEARING CAPACITY OF 200% (DESIGN LOADS INDICATED 0 9. ALL EXISTING DUCTWORK, ELECTRICAL EQUIPMENT, ETC. IN AREAS TO BE z 6 ,� •� 19. UNLESS SUPERSEDED BY A SEPARATE CONSTRUCTION ADMINISTRATION DEMOLISHED SHALL BE PROTECTED AND RELOCATED AS REQUIRED ACCORDING OF THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES, AND ON FOUNDATION PLAN X A SAFETY FACTOR OF 2). AGREEMENT BETWEEN THE OWNER AND THE ARCHITECT,THE INFORMATION TO FIELD CONDITIONS. AND ALL STANDARDS REFERENCED THEREIN. U O�y 4t SHOWN ON THESE DRAWINGS CONSTITUTES THE EXTENT OF ARCHITECTURAL 4. CONFIRMATION SHALL BE PROVIDED BY THE GC TO THE ARCHITECTS SERVICES RENDERED TO THE CLIENT. THE ARCHITECT HAS NO FURTHER 10. PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE DEMOLITION WORK 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE HVAC CERTIFYING THAT THE CONCRETE INSTALLED IS 4,000 PSI STRENGTH AS (-- CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION OF IS BEING PERFORMED AND AREAS WHICH ARE FINISHED OR IN USE. SYSTEM AND ALL DUCTWORK, BASED ON THE CODES ABOVE. INDICATED IN THE DRAWINGS, EVIDENCED BY 7 AND 28 DAY BREAK REPORTS. m CONSTRUCTION DRAWINGS REQUIRED TO OBTAIN A BUILDING PERMIT IN Q ACCORDANCE WITH ALL APPLICABLE CODES. IN ALL CASES,THE ARCHITECT 11. LEAVE EACH AREA BROOM CLEAN UPON COMPLETION OF EACH WORK DAY. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXISTING 5.A FINAL LETTER OF CERTIFICATION SHALL BE PROVIDED TO THE ARCHITECTS (D DISCLAIMS ANY AND ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED HVAC SYSTEM, IF APPLICABLE, AND DETERMINING IF THE EXISTING SYSTEM BY THE G.C. UPON COMPLETION OF WORK CERTIFYING THAT ALL WORK HAS BEEN WITH DIMENSIONS, SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS. WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR WALL. IS SUFFICIENTTO HANDLE ANY ADDITIONAL HEATING/COOLING LOADS,AND DONE IN ACCORDANCE WITH THE APPROVED PERMIT PLANS FOR SUBMISSION DRAWING NUMBER: SHALL RECOMMEND UPGRADES TO THE SYSTEM AS REQUIRED. TO THE BUILDING DEPARTMENT AND FOR THE ARCHITECTS RECORDS. 12. WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR WALL, REMOVE THE EXTERIOR FINISH AND SHEATHING DOWN TO EXISTING 4. CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT LOCATIONS 6. GABY TCHILINGUIRIAN, AS ARCHITECT OF RECORD, HAS NO RESPONSIBILITY FORArm STUDS, IN PREPARATION FOR NEW GYPSUM BOARD AND INTERIOR FINISH. WITH THE OWNERS AND ARCHITECTS PRIOR TO FABRICATION AND INSTALLATION. CONSTRUCTION SUPERVISION, MANAGEMENT OR INSPECTIONS OF ANY KIND. 'Elk 0 D E u % U "IjTf�% N L z 2 w T T m I A uEFFECTIVE2020 AS OF MAY 1 TH2 o.- E O R301.1 -APPLICATION: R317.1 - PROTECTION AGAINST DECAY: R502.6 - BEARING: R802.3.1 - CEILING JOIST AND RAFTER CONNECTIONS: N � BUILDINGS AND, STRUCTURES, AND PARTS THEREOF, SHALL BE CONSTRUCTED TO AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1 1/2" CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE +j rn E SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, AND GRADE OF LUMBER, PRESSURE PRESERVATIVE-TREATED IN ACCORDANCE WITH BEARING ON WOOD OR METAL AND NOT LESS THAN 3" ON MASONRY OR CONCRETE WITH TABLE R802.5.1(9), AND THE RAFTER SHALL BE NAILED TO THE TOP WALL PLATE -F @� FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY AWPA U1. THESE AREAS INCLUDE WOOD JOISTS WITHIN 18"AND WOOD GIRDERS EXCEPT WHERE SUPPORTED ON A 1" X 4" RIBBON STRIP AND NAILED TO THE IN ACCORDANCE WITH TABLE R602.3(1). CEILING JOISTS SHALL BE CONTINUOUS OR i p Z THIS CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE WITHIN 12" OF EXPOSED GROUND IN CRAWLSPACES, WOOD MEMBERS THAT REST ON ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. THE BEARING ON SECURELY JOINED IN ACCORDANCE WITH TABLE R802.5.1(9)WHERE THEY MEET OVER Q Q a r^, WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS LESS THAN 8" FROM MASONRY OR CONCRETE SHALL BE DIRECT, OR A SILL PLATE OF 2" MIN NOMINAL INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE A Q v COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS OF THE TRANSFER OF EXPOSED GROUND, SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLABS, THE THICKNESS SHALL BE PROVIDED UNDER THE JOIST, BEAM OR GIRDER. CONTINUOUS TIE ACROSS THE BUILDING WHERE SUCH HOISTS ARE PARALLEL TO THE -� `t L LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS, RAFTERS. w m z N THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING R502.6.1 - FLOOR SYSTEMS: v z r° � v THIS CODE ARE; DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND AND WOOD JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP NOT WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALL f= in FRAMING/FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY LESS THAN 3"AND SHALL BE NAILED TOGETHER WITH A MIN OF THREE 10d FACE PLATE, JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER •y= °- . Lu R301.2.1.2 - PROTECTION OF OPENINGS: OR CONCRETE WALLS UNLESS AN APPROVED VAPOR RETARDER IS APPLIED TO THE NAILS. TIES, OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE. WHERE •� 00 Ez V-1 Q V L.L.- EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL WALL PRIOR TO INSTALLATION. CEILING JOIST ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. �_ _ 11 o BE PROTECTED, FROM WINDBORNE DEBRIS AS PER ASTM E 1996 AND ASTM E 1886 AS R502.7.1 - BRIDGING: RAFTER TIES SHALL NOT BE LESS THAN 2" X 4", INSTALLED IN ACCORDANCE WITH THE ,V) u MODIFIED BY 301.2.1.2.1. EXCEPTION: UPON COMPLETION, CONTRACTOR SHALL R318.1 - SUBTERRANEAN TERMITE CONTROL: JOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x12 SHALL BE SUPPORTED LATERALLY CONNECTION REQUIREMENTS IN TABLE 5802.5.1(9), OR CONNECTIONS OF v } PROVIDE 1/2" PLYWOOD PANELS (8'-0" MAXIMUM SPAN) SIZED TO FIT OVER EACH ALL SILLS AT FOUNDATIONS TO BE PRESSURE PRESERVATIVE-TREATED WOOD IN BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A CONT 1"x3" STRIP EQUIVALENT CAPACITIES SHALL BE PROVIDED. WHERE CEILING JOISTS OR RAFTERS F- z GLAZED OPENING. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING ACCORDANCE WITH AWPA STANDARDS AND R317.1. PROVIDE METAL PLASTIC NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS NOT EXCEEDING ARE NOT PROVIDED, THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED > SURROUNDING THE OPENING CONTAINING THE GLAZED OPENING. PANELS SHALL BE TERMITE SHIELDS AT ENTIRE PERIMETER OF SILL. 8' OC. BY A WALL OR GIRDER DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING '0 PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED PRACTICE. WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT HARDWARE AND R401.4.1 - GEOTECHNICAL EVALUATION: R502.8.1 -SAWN LUMBER - CUTTING, NOTCHING AND DRILLING: PERMANENTLY INSTALLED ANCHORS ON THE BUILDING SHALL BE UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SUBSTANTIATED WITH A NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED COLLAR TIES OR RIDGE STRAPS TO RESIST UPLIFT SHALL BE CONNECTED IN THE CORROSION-RESISTANT. STRUCTURAL SOIL TEST, ALL FOOTINGS SHALL BEAR ON SOLID, UNDISTURBED SOIL ONE-SIXTH THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN ONE-THIRD UPPER THIRD OF THE ATTIC SPACE IN ACCORDANCE WITH TABLE R602.3.1. COLLAR WITH A MINIMUM BEARING CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE TIES SHALL NOT BE LESS THAN 1" X 4", SPACED NOT MORE THAN 4 FEET ON CENTER. R301.2.2 - SEISMIC PROVISIONS: ONE-THIRED OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT PROJECT LIES IN SEISMIC ZONE B OR C, AND AS A ONE OR TWO FAMILY RESIDENCE IS R403.1.6 - FOUNDATION ANCHORAGE: EXCEED ONE-FORTH THE DEPTH OF THE MEMBER. THE TENSION SIDE MEMBERS 4 R802.7.1.2 - RAFTER NOTCH /CEILING JOIST TAPER CUT: EXEMPT FROM SEISMIC REQUIREMENTS OF THIS CODE. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE INCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT TAPER CUTS AT THE ENDS OF CEILING JOISTS SHALL NOT EXCEED ONE-FORTH THE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS THE ENDS OF THE MEMBERS. THE DIAMETER OF HOLES BORED OR CUT INTO DEPTH OF THE MEMBER WHEN MEASURED FROM THE INSIDE FACE OF THE EXTERIOR R301.12 - DRAFTSTOPPING AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH A MEMBERS SHALL NOT EXCEED ONE-THRIED THE DEPTH OF THE MEMBER. HOLES STUD WALL. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND MINIMUM OF 1/2" DIAMETER ANCHOR BOLTS SPACE AT 6 FEET MAX ON CENTER. SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THE MEMBER, OR uj BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BOLTS SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE OR GROUTED CELLS TO ANY OTHER HOLE LOCATED IN THE MEMBER. WHERE THE MEMBER IS ALSO R802.8.1 - BRIDGING: z BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. RAFTERS AND CEILING JOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x10 SHALL BE 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON SUPPORTED LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL) 707 APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE R502.8.2- ENGINEERED WOOD - CUTTING, NOTCHING AND DRILLING: OR A CONTINUOUS 1"X3" WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING rvoo MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN SEVEN CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER, JOISTS AT INTERVALS NOT EXCEEDING V OC. LU 0 PROVIDED IN FLOOR- = CEILING ASSEMBLIES UNDER THE FOLLOWING BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL STRUCTURAL GLUE-LAMINATED MEMBERS, CORSS-LAMINATED TIMBER MEMBERS OR O a- CIRCUMSTANCE=S: (1) CEILING IS SUSPENDED UNDER THE FLOOR FRAMING, (2) FLOOR SOLE PLATES ON MONOLITHIC SLAB FOUNDATIONS THAT ARE NOT PART OF A BRACED I-JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S R806.1 - ROOF VENTILATION REQUIRED: a az FRAMING IS CONSTRUCTED OF' TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BY A REGISTERED APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS V) 0 W R308.4 - GLAZING IN HAZARDOUS LOCATIONS: R404.1.7 - BACKFILL PLACEMENT: DESIGN PROFESSIONAL. VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED LU w GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING: GLASS IN BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL THE WALL HAS AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A Z SWINGING AND SLIDING DOORS AND FIXED SIDELIGHTS, TUB AND SHOWER BEEN BRACED BY THE INSTALLATION OF THE FLOOR SYSTEM, AND THE CONCRETE R502.9 - FASTENING LEAST DIMENSION OF 1/16"AND 1/4" MAXIMUM. OPENINGS IN ROOF FRAMING ENCLOSURES, ADJACENT TO DOORS WITHIN 24", AND WINDOWS WITH AREAS OF HAS DEVELOPED SUFFICIENT STRENGTH. UNLESS OTHERWISE NOTED, FRAMING SHALL BE NAILED IN ACCORDANCE WITH MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7.REQUIRED O GLASS GREATER THAN 9 SQUARE FEET, HAVING THE BOTTOM EDGE OF GLAZING LESS TABLE R603.3(1). WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. �� _ W THAN 18"ABOVE THE FLOOR, THE TOP EDGE OF GLAZING MORE THAN 36"ABOVE THE UR406.1 - CONCRETE AND MASONRY FOUNDATION DAMPPROOFING: SUPPORT FLOOR FRAMING, POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE Q Z FLOOR AND A WALKING SURFACE WITHIN 36" HORIZONTALLY FROM THE GLAZING. EXCEPT AS SPECIFIED IN R406.2, FOUNDATION WALLS THAT RETAIN EARTH AND AGAINST UPLIFT AND LATERAL DISPLACEMENT. R806.2 - MINIMUM VENT AREA: W = Q ENCLOSE USABLE SPACES AND FLOORS LOCATED BELOW GRADE SHALL BE THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE L u R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS: DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. R507.7.1 - DECK POST TO DECK BEAM: VENTED SPACE. > LLJ BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST MASONRY WALLS SHALL HAVE 3/8" MINIMUM PORTLAND CEMENT PARGING APPLIED DECK BEAMS SHALL BE ATTACHED TO DECK POSTS BY MANUFACTURED GALVANIZED J ONE OPENABLE: EMERGENCY ESCAPE AND RESCUE OPENING MEETING THE TO THE EXTERIOR OF THE WALL. PARGING SHALL BE DAMPPROOFED WITH A POST-TO BEAM CONNECTORS SIZED FOR THE POST AND BEAM SIZES. ALL BOLTS R905.1.1 - ROOF UNDERLAYMENT: < < a- FOLLOWING REQUIREMENTS: BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT SHALL HAVE WASHERS UNDER THE HEAD AND NUT. UNDERLAYMENT FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM D226 TYPE 1, u Q OR 1/8" COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTM C 887. ASTM D4869 TYPE 1, 11, 111 OR IV, OR ASTM D6757. cc 1. SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R507.8 - DECK POST HEIGHTS" � G 2. MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. (GRADE FLOOR CLEAR R406.2 - CONCRETE AND MASONRY FOUNDATION WATERPROOFING: THE MAXIMUM HEIGHT FOR A 4x4 DECK POST SHALL BE 8 FEET. THE MAXIMUM FOR ROOF SLOPES 2 ON 12 TO 4 ON 12, UNDERLAYMENT SHALL BE TWO LAYERS OF CD OPENING 5.0 SQUARE FEET) IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS HEIGHT FOR A 6X6 DECK POST SHALL BE 14 FEET, MEASURED FROM THE BASE TO THE 15# FELT IN 36" STRIPS WITH A MINIMUM OVERLAP OF 19". FOR ROOF SLOPES 4 ON 12 W r-1 3. MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. EXIST, EXTERIOR FOUNDATION WALLS THAT ENCLOSE USABLE SPACES AND FLOORS UNDERSIDE OF THE BEAM. AND TREATED, UNDERLAYMENT SHALL BE ONE LAYER OF 15# FELT APPLIED IN C) 4. MINIMUM OPENING WIDTH SHALL BE 20 INCHES. LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING SHINGLE FASHION, PARALLEL TO THE EAVE AND LAPPED 2". END LAPS SHALL BE 4" 5. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEMBRANE SHALL R507.8.1 - DECK POST TO DECK FOOTING: AND AND SHALL BE OFFSET BY 6 FEET. OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF KEYS OR TOOLS. CONSIST OF 2-PLY HOT MOPPED FELTS, 55 POUND ROLL ROOFING, 6-MIL POLYVINYL POSTS SHALL BEAR ON FOOTINGS AND SHALL BE RESTRAINED TO PREVENT LATERAL 6. AREA OF WINDOW WELLS SHALL NOT BE LESS THAN 9 SF WITH A MINIMUM CHLORIDE, 6-MIL POLYETHYLENE, 40-MIL POLYMER-MODIFIED ASPHALT, 60-MIL DISPLACEMENT AT THE BOTTOM SUPPORT. LATERAL RESTRAINT SHALL BE PROVIDED ASPHALT SHINGLES ARE NOT PERMITTED FOR ROOF SLOPES LESS THAN 2 ON 12. DIMENSION OF 3 FEET. FLEXIBLE POLYMER ASPHALT, 1/8" CEMENT-BASED FIBER-REINF WATERPROOF BY MANUFACTURED GALVANIZED CONNECTORS INSTALLED IN ACCORDANCE WITH COATING, OR 60-MIL SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS 5507 AND THE MANUFACTURER'S INSTRUCTIONS. R905.1.2 - ICE BARRIERS: R311.7.1 - STAIRWAY WIDTH: IN MEMBRANE WATERPROOFING SHALL LAPPED AND SEALED WITH AN ADHESIVE PROVIDE AN ICE BARRIER CONSISTING OF A SELF-ADHERING POLYMER MODIFIED STAIRWAYS SHALL NOT BE LESS THAN 36" CLEAR AT ALL POINTS ABOVE THE COMPATIBLE WITH THE MEMBRANE. R602.3.1 -STUD SIZE AND SPACING: BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR HANDRAIL HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON ALL STUDS SUPPORTING 1 FLOOR AND A ROOF TO BE 2 X 4 STUDS 16" OC. ALL STUDS WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 N EITHER SIDE OF THE STAIRWAY. R407.1-2 - COLUMN PROTECTION: SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16" OC. ON 12, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36" MEASURED N WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. m = R311.7.5 - STAIRWAY TREADS AND RISERS: PRESSURE TREATED. STEEL COLUMNS' SURFACES SHALL BE PAINTED WITH A SHOP R602.3.2-TOP PLATE: F- uj co MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES AND THE MINIMUM TREAD DEPTH COAT OF RUST-INHIBITIVE PAINT, OR GALVANIZED. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO R905.2.5 - ROOF FASTENERS: > _ SHALL BE 9 INCHES. PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS U R407.3 - COLUMN STRUCTURAL REQUIREMENTS: PARTITIONS. END JOINTS SHALL BE OFFSET AT LEAST 24". PLATES SHALL HAVE A MIN STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN 12 GAGE HEAD, COMPLYING WITH W Q R311.7.8 - STAIR HANDRAILS. COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE NOMINAL THICKNESS OF 2 AND HAVE A WIDTH EQUAL TO THE STUD WIDTH. ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND o- z z HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH BOTTOM END. WOOD COLUMNS SHALL NOT BE LESS THAT 4" X 4", STANDARD PIPE OR NOT LESS THAN 3/4" INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS :5 TWO OR MORE RISERS. HANDRAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES AND STEEL COLUMNS SHALL NOT BE LESS THAN 3" 0 EQUAL. R602.6 - DRILLING AND NOTCHING OF STUDS: LESS THAN 3/4" THICK, THE FASTENERS SHALL PENETRATE THROUGH THE 06 _ , , w J cn ABOVE STAIR TREAD NOSINGS, ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH SHEATHING. Q z m z ~' w R408.1 - CRAWLSPACE VENTILATION: GREATER THAN 25/o OF ITS WIDTH. (NONBEARING STUDS 40/o WIDTH MAX). ANY STUD LL J O �- CL• R312.1 - GUARDS REQUIRED: THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE MAYBE BE BORED OR DRILLED PROVIDING THE DIAMETER IS NO GREATER THAN 60% R905.2.6 - ROOF ATTACHMENT: �e = Z CU PORCHES, BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL OF STUD WIDTH, AND THE EDGE IS NO CLOSER THAN 5/8" TO THE EDGE OF THE STUD, ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY U � z W INCHES ABOVE FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. AND IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR -r m w L1J I`_HIGH. SUPPORT RAILS FOR GUARDS SHALL BE SPACED AT A MAXIMUM OF 4"APART. THE MIN NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED BETWEEN 40% AND 60% SHALL TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF EXCEEDS A SLOPE OF ¢ go = O ca FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH BE DOUBLED WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. 21 ON 12, SHINGLES SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER. Uc� 0 ¢ (!) z 0 R314 - SMOKE ALARMS: VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. HARD WIRED, INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH R602.6.1 - DRILLING AND NOTCHING OF TOP PLATE: R1003.9 - CHIMNEY TERMINATION: pp SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE R408.4 - CRAWLSPACE ACCESS: WHEN CUTTING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% OF ITS WIDTH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A lcl� VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL HABITABLE STORY OF THE ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18"X 24". OPENINGS IS REQUIRED PROVIDE A GALVANIZED METAL TIE OF NOT LESS THAN 0.054" THICK X 1 BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST Q DWELLING PER NFPA 72. THROUGH A PERIMETER WALL SHALL BE A MIN OF 16"X 24". WHEN ANY PORTION OF 1/2"WIDE FASTENED ACROSS AND TO THE TOP PLATE AT EACH SIDE OF THE OPENING POINT WHERE THE CHIMNEY PASSES THRU THE ROOF. d THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREAWAY OF NOT LESS THAN 16" WITH (S) 10d NAILS EACH SIDE MIN. METAL TIE MUST EXTEND MIN OF 6" PAST EACH Z R315 - CARBON MONOXIDE ALARMS: X 24" SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE SIDE OF THE OPENING. Q CARBON MONOXIDE ALARMS SHALL BE INSTALLED: THRESHOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. R606.1 - GENERAL MASONRY CONSTRUCTION: Q 1. WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN Q 2. ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND R502.1.1 - SAWN LUMBER: ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE AND WITH THE EQUIPMENT, SOLID-FUEL BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER PROVISIONS OF TMS 402/ACI 530/ASCE 5. z ATTACHED GARAGES ARE LOCATED. PROVIDE ADDITIONAL ALARMS AS REQUIRED TO GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN Q Q� ENSURE ALL SLEEPING AREAS ARE WITHIN 15' OF A CO DETECTOR. ALL ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEU OF A GRADE MARK, R606.2.1 - CONCRETE MASONRY UNITS: ¢ _ ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS A CERTIFICATE OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION CONCRETE MASONRY UNITES SHALL CONFORM TO THE FOLLOWING STANDARDS: 2'' U- ACTIVATED, AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED. ASTM C55 FOR CONCRETE BRICK, ASTM C 73 FOR CALCIUM SILICATE FACE BRICK, o 0 2034. ASTM C 90 FOR LOAD-BEARING CONCRETE MASONRY UNITS, ASTM C 744 FOR z R502.1.2 - PREFABRICATED WOOD I-JOISTS: PREFACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS, OR ASTM C 1634 FOR STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD CONCRETE FACING BRICK. U I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D I- 5055. R802.3 - FRAMING DETAILS: m RAFTERS SHALL BE FRAMED NOT MORE THAN 1 1/2" OFFSET FROM EACH OTHER TO A Q R502.1.5- STRUCTURAL COMPOSITE LUMBER: RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE AS CD STRUCTURAL CAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE A TIE. RIDGE BOARD SHALL BE NOT LESS THAN 1" NOMINAL THICKNESS AND NOT ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5456. LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT VALLEYS AND HIPS THERE DRAWING NUMBER: SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2" NOMINAL THICKNESS AND NOT R502.2.2 - BLOCKING AND SUBFLOORING: LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS BLOCKING FOR FASTENING PANEL EDGES OR FIXTURES SHALL BE A MIN OF UTILITY SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE GRADE LUMBER. SUBFLOORING SHALL BE A MIN OF UTILITY GRADE LUMBER, NO 4 DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD. WHERE THE ROOF PITCH COMMON GRADE BOARDS OR WOOD STRUCTURAL PANELS AS SPECIFIED IN SECTION IS LESS THAN 3 ON 12, STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING R503.2. FIREBLOCKING SHALL BE OF ANY GRADE LUMBER. JOISTS (RIDGES, HIPS AND VALLEYS) SHALL BE DESIGNED AS BEAMS. 1 TABLE R301.2.1 CLIMATIC AND GEOGRAPHIC 2020 RESIDENTIAL CODE - DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN ITEb1 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION FLOOD Floor SNOW SPEED TOPOGR SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FREEZING ANNUAL JCIsts C�+ArpYKyl Lu HAZARDS 3-16d box(31/2"x 0.135');or ? ii�CY'Tpl.2?S INDEX TEMP 24 2"subfloor to joist or girder U TCf PtATE- LOAD (MPH) EFFECTS REGION DEBRIS ZONE CRITERIA WEATHERING DEPTH TERMITE TEMP REQD ) 9 2-16d common(31/2'x 0.162"} Blind and face nail TOP PLATE SEE DFILLIN6 AND NOTCHNGPRcrVC''0 20 PSF <140 MPH NO YES NO B SEVERE 36'� MOD-HVY 1ld YES NO 618 52.1 3-16d box(3112"x 0.135"):or E sEcncN neoa e T 25 2`planks lank&beam-floor&roo 2-16d common(3 /2 x 0.162`) EOONOsr>ar P P , At each bearing,face nail ,�,� O U 00 VMLL STJD- JOSTLSPERMM"TO SEE OAILUNGAND TABLE R602.3 1 FASTENING SCHEDULE 3-16d common(31/2'x 0.162') � 'E FIE Cur on NOTCts D NOTCH�4 3 PiK7V'C1045 rr_OOA orSy � Br-TWFrN mrSr:II'Arr.4 EECT,oNP.,axa 4-10 box(31 x Oils:or,or 26 Band or rim joist to joist End nail •- e--I � SEE p4!,,:.I�AHC 4-3'x 0.131"nails;or � e'--I hotcrnvwNyalsltx is NUMBER AND TYPE 4-3"x 14 a. sty les, '/1t'crown U �- I,- sLcnrn+l+ma ITEM DESCRIPTION OF BUILDING ELEMEfITS ' b SPACING Af10 LOCATION g P L.. Ur S•MN +;sMN OF FASTENER ' Z SDTTDM PLATE "ST NAILED To Nailat e a slayer a fold to: 32'o.c Q a-+ bIVO Roof 20d common(4'x 0.192•);or Q (D V-4 TCP PENT o ; TABLE R301 .7 ALLOWABLE DEFLECTION 4.8d box(21/Z x0.113')or o = +_+ ____ ..� -.-.�- � 10d box(3'x 0.128');or 24'o.c.face nail at top and bottom r 3-8d common(21/2'x 0.131"):or Built-up girders and beams,2-inch lumber 3"x 0.131'nails staggered on opposite sides "_f Q BANG JOST OR FCR PI.00X N13 AND ,IN.x q IN RlD^QN 1 Blocking between ceiling joists or rafters to top plate Toe nail 27 t L U rti a..o C. BT+,wn+a.-SEE cwnrTOsIV.t- 3-10d box(3'x 0.128');or layers And_ P,r-CTION 1I_W 7 SEE SECTION"S"Zo 3-3"x 0 131"nails 2-20d common(d`x 0 192");or � = z Z ZF N ALLOWABLE Face nail at ends and at each splice STRUCTURAL LIEMBER a-sd box(21r�x o.113•),Dr 3-10d box(3•x a12a•):Dr fQ FV-- O E 1 3-3'x 0.131•nails .- DEFLECTIOtJ 2 Ceiling joists to to late3-8dPer joist,toe nail 4-16d box(31/2*x 0.135' or •L' F- eFAaNG 3 0d box(3't20.128.0.1031");or ( 2 j, O v+All 91 � P P t - t Iii Rafters having slopes greater than 3:12 with ( ) � 00 2 (D LJ 3-3"x 0.131"nails 3-16d common(3 /Z x 0.162'),or ,� Q 1; LL �� 0 2S Ledger strip supporting joists or rafters At each joist or rafter,face nail tin LAP JOISST3IN MIN' finished ceilin not attached to rafters 4-10d box 3"x 0.128';or g Ceiling joist not attached to parallel rafter,laps over ( ) 4-10d box(3"x 0.128'):or � _ � O BAND,/'•.AST 0011roM PLATE FOR SPLICE a,tr:EE smercnoNmire 3 partitions[see Sections Ro"02.3.1,Ro"02.3 2 and Table 3-16d common(3V2 x 0.162');or Face nail d-3'x 0.131"nails WI ROCKING FOR FrRF SLOCXIN3 Interior walls and artltlons FI1180 R802.5.1 9 N h O1 4-3'x 0.131"nails 29 Bridging to joist 2-1od(3'x 0.128") Each end.toe nail W BrS PLl1'E i aolsT :in%'i; Floors U3G0 ra Ceiling joist attached to parallel rafter(heel joint) SPACING OF FASTENERS (, Z CIR4�__ , �sLeRor'a 4 [see Sections R802.3 1 and R802.3.2 and Table Table R802.5.1(9) Face nail DESCRIPTION NUMBER AND Intermediate '/ •••••,,",;' BAS � MO4?U?IOFO- SLAA_CA,4AACE Ceilings with brittle finishes (including plaster R802.5.,c9) ITErAt, -.• FouncuTav 3�o OF BUILDING ELEMENTS TYPE OF FASTENERa b•s Edges c,e 4-1Od box(3"x 0.128');or (inches)h supports and StUCco) 5 Collar tie to rafter,face nail or 1 /q'x 20 ga.ridge strap to 3-10d common(3"x 0.148");or Face nail each rafter (inches) tNr rc,T ruT=, rafter 4-3'x 0.131'nails Ca P1A,rCTt,AF'RAMINO PF.AR431VALL SALLW4"LA„40 Ceilings with flexible finishes (including gypsum 3-16d box nails(31/2*x 0 135'):or (J 10dmm nails3 x 0 U240 3- coon ( " .145" r);o 2 toe nails on one side and 1 toe nail board) 6 Rafter or roof truss to plateon opposite side of each rafter or 4.10d box(3'x 0 128'j;or truss' Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing For SI: 1 inch =25.4 mm, 1 foot= 304.8 mm. All other structural members U240 4-3'x 0 131"nails see Table R602.3(3)forwood structural panel exteriorwall sheathing to wall framing) 4-16d(31/2' 30 /x 0,135"),or 3 ,/2. 6d common(2'x 0.113")nail(subfloor,wall)I Exterior walls-wind loadsa with plaster or N1360 3-10d common(31/2•x 0.148"),or 8.- 8d common(21/2'x 0.131")nail(roof) 6 12r FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING stucco finish Toe nail 4.10d box x 0.128');or 31 19/32"-1" 8d common nail(21/2'x 0.131') 6 121 Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0 131'nails Exterior wails-wind loads' with other brittle 7 to minimum 2"ride beam , , , 10d common(3"x deformed )nail;or t 9- 3-16d box 3 /�x 0.135'j;or 32 1 /$'-1 /a" , 6 12 tHt 240 Sd(2 /2'x 0.131")deformed nail finishes 2-16d common(31/2 x 0.162'):or End nail Other wall sheathing' 3-10d box(3'x 0.128');or _ o 33 1/2 structural cellulosic fiberboard 11/2'galvanized roofing nail.%/7e'head 3 6 Exterior walls--wind loads- with flexible finishes H.r120 3-3•x 0131•nails W CUT PLATE TIED WITH STAGGER JOINTS24IN.OR sheathing diameterTES ,or 1'crown staple 16 ga.11/4'long SINGLE OR PLATE t6ESECTI SECTION .1 SEE SPLICE ECTION 602. Lintels supporting mason Veneer walls` UG0� �- TOP PLATE SEE SECTION R602.6.t f/ SEE SECTION R602.3.2 pp g masonry � 34 2F132'structural cellulosic 131q'galvanized roofing nail,7l,$"head diameter, 3 6 fiberboard sheathing or 1'crown staple 16 ga., 11/4 long Z Wall 35 1/2"gypsum sheathings 11/2'galvanized roofing nail; staple galvanized, 7 7 + FULL-HEIGHT STUDS 1 11/ 'long: 11/ "screws,Type W or S ADJACENT TO HEADER 16d common(3 /2'x 0.162') 24'o.c.face nail 2 9 4 YP SEE SECTION 8 Stud to stud not at braced wall panels) 3 R60ITS ( P ) 10d box(3"x 0.128'):or d 1 /q'galvanized roofing nail;staple galvanized, LU flREBLOCKAROUNO 16'o.c.face nail 3s `/$'gypsum sheathing ,� 7 7 O PIPE 3"x 0.131"nails 1-/ 'Ion : 1'/8'screws,T W or S TABLE N1102.1.2(R402.1.2)INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTJ B 9 Type -SEE TAR_ 3' box 1"na l 0.135');or 12'o c.face nail Wood structural panels,combination subfloor underlayment to framing Q SEE TABLES R602.7(,) Stud to stud and abutting studs at intersecting wall comers x ANDR6027(2) CRAWL 9 3" 0131"naiis GLAZED WOOD MASS BASEMENT- SLABd (at braced wall panels) , 6 12 6d deformed(2"x 0.120')nail;or ._JACK STUDS OR CLIMATE FEfIESTRATIOH SKYLIGHT" • • CEILING FLOOR SPACE` 16d common(31/2'x 0.162') 16'o.c.face nail 37 /4"and less t Z FEIIESTRATION FRAME WALL WALL WALL R-VALUE 8d common(21/2'x 0.131")nail TRIMMERS ZONE U-FACTOR° U-FACTOR SHGCb,• R-VALUE R-VALUE R-VALUE'R-VALUE R-VALUE 8 DEPTH WALL t R-VALUE 16d common(31/2*x 0.162•) 16"o.c.each edge face nail 8d common 21/,,'x 0.131• nail;or O W WALL STUDS 10 Built-up header(2'to 2'header with /2 spacer) ( ) SEE SECTION R6023 1 4 0 75 0 25 30 13 3/6 13 0 0 0 16d box(31/2 x 0.135') 12'o c.each edge face nail 38 '/$"-1" 1 6 12 LLJ 2 o ao 0 65 0 25 3a 13 41s 13 0 0 o Sd deformed(2 /2"x 0.120')nail W 3 0 3G 0 55 0 25 38 20 or 13+5" 8113 19 1 5113, 0 5113 5-8d box(2/2"x 0 113');of 10d common(3" v, ^ x 0.148')nail:or l re 1 � a except o 35 0.55 040 49 20 or 13+51 8l13 19 10113 10.2 ft 10/13 11 Continuous header to Stud 4-8d common(21/2'x 0.131');or Toe nail [3T911/8'-1 /4" ^Od deformed(21/2 Z x 0.120")nail 6 12 Marine 4-10d box(3"x 0.128' V v SOLID BLOCKING °ana 032 0,55 NR 49 20 or 13+5" 13117 30; 15119 10,2 ft 16/19 , �• O BOTTOM Marine 4 16d common(3/Z x 0.162') 16'o.c.face nail _ PLATE FLOOR JOISTS 6 032 0.55 NR 49 20+5 or 13+101 15/20 309 15119 10.4 ft 15119 12 Top plate to top plate 10d box(3'x 0.128");or �f Imo.., LU 7 and 8 032 0 55 NR 49 20+5 or 13+10" 19121 389 15119 10,4 ft 15119 12'o.c.face nail 3'x 0.131'nails J � Z IL 1 SUBFLOOR UNLESS NOTED OTHERWISE,INSULATION AND FENESTRATION COMPONENTS SHALL MEET 8-16d common(31/2 x 0.162'):or TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES Double top plate splice for SDCs A-D2 with seismic braced 12.16d box(31/2"x 0-135');or 1..1� Q FOUNDATION THE PRESCRIPTIVE VALUES FOR CLIMATE ZONE 4. Face nail on each side of end joint A -- -----) CRIPPLE WALL- 13 spacing 12-10d box(3"x 0.128');or minimum 24'la splice length each W wall lines acin <25' ( p p gt > LiJ SEE SECTION R602.9 12-3'x 0.131'nails side of end joint) �•- SILL PLATE ----- - I JDouble top plate splice SDCs Do,D1,or 02:and braced wall 12 16d(31/2"x 0.135') LJ I --- -- -------- � line spacinga25' � Q I _ ____ _ FOUNDATIONEXPOSURE B WALL STUDS I IN.BY'4IN, - - - RAFTER ROOF Ultimate Design Wind Speed VuLr(mph) U G� DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN 'i'A B L E R3 0'I .5 MINIMUM UNIFORMLY S LET INTO STUDS FOUNDATION 6 FT.O.C.MAX. OR TRUSS SPAN 110 115 120 130 140 U G ITEM DESCRIPTION OF BUILDING ELEMENTS NUTABER Ai4D TYPE OF FASTENERa.b,c SPACING AND LOCATION SPACIrIG (feet) Roof Pitch Roof Pitch Roof Pitch Roof PitCh Roof Pitch DISTRIBUTED D LIVE LOADS CDCORNER AND PARTmON POSTS 16d common(31/,"x 0.162") 16'D.C.face nail < 5:12>_ 5:12< 5:12 1? 5:12 < 5:12> 5:12< 5:1 Z> 5:12< 5:12>_ 5:12 W USE LIVE LOAD 14 Bottom plate to joist,rim joist, band joist or � blockingnot at braced wall panels) 16d box(31/2*x 0.135'): or 12 48 43 59 53 70 64 95 88 122 113 Q ( P ) 12"o.C.face nail 3"x 0.131"nails Uninhabitable attics without storages 1g 18 59 52 74 66 89 81 122 112 157 146 c-I APPLY APPROVED SHEATHIM0OR BRACE 3-16d box(31/2'x 0.135'): or 3 each 16'o.c.face nail EXTERIOR WALLS WITH,IN.BY 4 IN,BRACES LET NOTE:ATHIRD STUD ANDIORPARMIONINTERSECTION Uninhabitable attics with limited storage b. 0 20 Bottom plate to joist, rim joist, band joist or 24 71 62 89 79 10$ 98 149 137 192 178 INTO STUDS AND PLATES ANDE:XTENDINGFROM SHALL BACKING STUDS SHA6E PERMITTED TOBEOMITTED 15 blocking(at braced wall panel) 2 16d common(31 ,/ "x 0.162'); or 2 each 16"o.c.face nail BOTTOM PLATE TO TOP PLATE.OR OTHER THROUGH THE USE AL WOOD BACKUP CLEATS.METAL Z$ 79 69 99 80 121 109 167 153 216 200 APPROVED METAL STRAP DEVICES INSTALLED IN DRYWALL CUPS OR OTHER APPROVED DEVICES THAT Habitable attics and attics served with fixed stairs 30 4 3"x 0.131'nails 4 each 16"o.c.face nail 12" o.C- ACCORDANCE WITH THE MANUFACTURER'S WILL SERVE AS ADEQUATE BACKING FOR THE FACING SPECIFICATIONS.SEE SECTION R602.,0. MATERIALS- .1-8d box(21/2 x 0.113'); or 32 86 75 109 97 134 120 185 170 240 222 Balconies (exterior) and decksL 40 3-16d box(31/2"x 0-135")-.or 36 94 82 120 106 146 132 203 186 264 244 For SI: 1 inch =25.4 mm, 1 foot=304.8 mm, Fire escapes 40 4-8d common(21/2"x 0.131'): or Toe nail 42 106 92 135 120 166 149 230 211 1 300 278 h 4-10d box(3" x 0.128");or 48 118 102 151 134 185 166 258 236 336 311 Guards and handrails 200 16 Top or bottom plate to stud 4-3" x 0.131" nails 12 64 57 78 70 93 85 126 117 162 150 Cn FIGURE R602.3(2) FRAMING DETAILS Guard in-fill componentsf 50h 3-16d box(31/2' x 0.135'); or O 2-16d common(31/2"x 0.167): or 18 78 69 98 88 118 108 162 149 209 194 m N Passenger vehicle garages' 50' 3-10d box(3"x 0.128"): or End nail 24 94 82 118 105 144 130 198 182 255 237 3: Rooms other than sleeping rooms 40 3-3'x 0.131"nails 28 105 92 1 132 117 161 1 145 222 203 237 266 W 00 3-10d box(3'x 0.128"); or 16" o.c. 32 114 100 145 129 178 160 24G 226 319 295 > U L Sleeping rooms 30 17 Top plates,laps at corners and intersections 2-16d common (3112' x 0.162"); or Face nail O 0 Stairs 40C 3-3" x 0.131'nails 36 125 109 160 141 194 176 270 247 351 325 Q L/3 I I L/3 , 42 141 122 180 160 221 198 306 281 399 370 ZZ Z 0 r .l 1213 MAK l [ 3-8d box(21/2'x 0.113"). or O 2 8d common(21/2 x 0.131"}: or 48 157 136 201 178 246 221 343 314 447 414 Q 5 U W [ NO NOTCHES I -� I-- D 18 1" brace to each stud and plate Face nail i _ W LU LD/6htAx. )�- PERtATTED -`[ - D/3MAX. , 2-10d box(3" x 0,128"); or 12 96 86 118 106 140 128 190 176 244 226 °� LU LU f 2 staples 1g/4• 18 118 104 148 132 178 162 244 224 314 292 In Z m Z W I [ LRIESS►ne Rso x TABLE R802.5.1(9) RAFTER/CEiLING JOIST HEEL JOINT CONNECTIONS 3 8d box(2'!a x 0.113"}: or W O F' THAN 1 24 142 124 178 158 216 196 298 274 384 356 se = z � a IN,NOMINAL 2 8d common(2 /2"x 0.131"):or U ¢ U) DIMENSION GROUND SNOW LOAD(psf) 19 1' x 6' sheathing to each bearing Face nail 28 158 138 193 176 242 218 334 306 432 400 V F- 'S Z W � FLOOR JOIST-CENTER CUTS 2-10d box(3"x 0.128"): or 24'o.c. W )- Q U J (1)RAFTER RAFTER 209 30 50 70 2 staples, ''crown. 16 ga., 1314'long 32 172 150 21$ 194 268 240 370 340 480 444 = Ina = H SPACING Roof span(feet) U ¢ co SLOPE (inches) 12 120128 36 12 20 28 36 12 20 128136 12 20 28 36 3-8d box(2'/2' x 0.113");or 3G 188 164 240 212 292 264 406 372 528 483 0 0 U) cc [ 1 Re wired number of 16d common nailsa.b per heel Joint splicesc.d,e, 3-8d common(2112'x 0.131"); or 42 212 184 270 240 332 293 460 1 422 600 556 [ [ D/a ttAx� 12 4 b bto 4 s 8 11 5 S 12 15 6 11 15 20 3 10d box(3' x 0.128'): or 48 236 204 3 22 268 370 332 516 472 672 622 _ 3 12 16 5 8 10 13 5 8 11 14 6 11 15 20 8 14 20 26 3 staples, 1"crown, 16 ga., 13/4"long 4 t D 247 11 15 19 7 11 16 21 9 16 23 30 12 21 30 39 20 1" x 8"and wider sheathing to each bearing Wider than 1"x 8' Face nail � 77 ` 12 3 5 6 8 3 5 6 8 4 6 9 11 5 8 12 15 4:12 16 4 6 8 10 4 6 8 11 5 8 12 15 6 11 15 20 4-8d box(21l2" x 0.113'); or Q D14 MAX. 1 1 24 5 8 12 15 5 9 12 16 7 12 17 22 9 16 23 29 3-8d common(21/2"x 0.131"): or V 12 3 4 5 6 3 4 5 7 3 5 7 9 4 7 9 12 3-10d box (3" x 0.128"): or Z FLOOR JOIST-END CUTS 5:12 16 3 5 6 8 3 5 7 9 4 7 9 12 5 9 12 16 4 staples. 1"crovlm, 16 ga„ 13 14' long TABLE R602.3(5)SIZE, HEIGHT AND SPACING OF WOOD STUDSa 24 4 7 9 12 4 7 1 101 13 6 10 14 18 7 13 18 23 12 3 4 4 5 3 3 4 5 3 4 5 1 3 5 7 9 Q 7:12 16 3 4 5 6 3 4 5 6 3 5 7 9 4 6 9 11 BEARING WALLS fJOFlBEARING WALLS Maximum spacing Maximum spacing Maximum spacing 24 3 5 7 9 3 5 7 9 4 7 10 13 5 9 13 17 Lateral' when supporting a when supporting one when supporting Maximums spacing Lateral) Q STUD SIZE y PP 9 PP 9 PP g P g y Maximum 12 3 3 4 4 3 3 3 4 3 3 4 5 3 4 5 7 Floor (inches) unsupported roof-ceiling assembly floor,plus a roof- two floors,plus a roof- when supporting unsupported s acin stud heights or a habitable attic ceiling assembly or a ceiling assembly or a one floor heights stud height' p g 9:12 16 3 4 4 5 3 3 4 5 3 4 5 7 3 5 7 9 4-8d box(21/2" x 0.113"): or (inches) z(inch O 24 3 4 6 7 3 4 6 7 3 6 8 10 4 7 10 13 (feet) assembly,only habitable attic habitable attic (inches} (feet) 3-8d common(21/2'x 0.131"); or (inches) assembly(inches) assemblyinches) Q 013 MAX 12 3 3 3 3 3 3 3 3 3 3 3 4 3 3 4 5 21 Joist to sill,top plate or girder Toe nail .a (� 12:12 16 3 3 4 4 3 3 3 4 3 3 4 5 3 4 5 7 3 10d box(3"x 0-128'):or ,;. �, w 2 LL 24 3 4 4 5 3 3 d 6 3 4 6 1 8 3 1 6 8 110 3-3" x 0.131"nails 0 3d box(21/2 x 0.113') 4"D.C.toe nail n A [I yty yJ For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per square foot=0.0479 kPa. 22 Rim joist, band joist or blocking to sill or top 8d common(2112' x 0.131"); or 2 x at, - - - - - 10 16 J 2 x 4 10 24° 16° - 24 14 24 a.40d box nails shall be permitted to be substituted for 16d common nails. plate(roof applications also) 10d box 3'x 0.128" : or 6'o.c.toe nail P ( ) 3 x 4 10 24 24 16 24 14 24 21N.MIN.FROM TOP 3' x 0.131"nails 2 x 5 10 24 24 - 24 16 24 AND BOTTOM OF JOIST \D (ACTUAL DEPTH) 3-8d box(21/2' x 0.113"); or 2 x s 10 24 24 16 24 20 24 IV'- 23 V x 6"subfloor or less to each joist 2 8d common(2112"x 0.131'); or Face nail M 3-10d box(3" x 0.128"): or Q For Sl: 1 inch = 25.4 mm. 12 staples, 1"crown, 16 ga., 13/4"long 0 DRAWING NUMBER: FIGURE R5102.8 CUTTING, NOTCHING AND DRILLING TABLE R301.2.1.3 WIND SPEED CONVERSIONSa vurt 110 115 120 130 140 150 160 170 180 190 200 Vasd 851891931101110o 116 124 132 139 147 155 y I TABLE 3.2A 5/8" ANCHOR BOLTS - SILL PLATE TO FOUNDATION CONNECTIONS V RESISTING SHEAR LOADS FROM WIND - EXPOSURE C (WFCM 2015) E 0 (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) N 00 +_+ a) THREE SECOND GUST WIND SPEED (mph) 110 1 120 130 1 140 1 150 1 1 U 12" MAX. 12" MAX. �� L- } C7 5/8 ANCHOR BOLTS o z +, FOUNDATION BUILDING DIMENSION Q _ u rn NAILING AND STRAPPING SUPPORTING PERPENDICULAR TO NUMBER OF BOLTS 1,2,3 Q = V •' _ X SHEARWALL LINE REQUIRED IN SHEARWALL LINE -j Q L (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) : .•�, :, Zo a • LLuu m >- N N , N 12 2 2 3 3 3 v E 14 o' o'• 1 16 2 3 3 4 4 o -- NOTE: 20 3 3 4 4 5Lij " RIDGE °� < � V ALL STRAPPING TO BE 1 1/4 X20 GAUGE STEEL OR 24 3 4 5 5 6 u- BOARD 28 4 5 5 6 7 _ +' o SIMPSON EQUIVALENT — CS20 (COILED STRAP) 32 4 5 6 7 8 — w L (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) ROOF AND 1ca ROOF FLOOR 40 5 6 7 8 9 F--36 z RAFTER 50 7 8 9 10 12 1/2" ANCHOR BOLT 0 46" O.C. FOR 1 STORY 1/2" 60 8 9 11 12 14 fa AT RAFTER TO RIDGE CONNECTION ANCHOR BOLT 0 23" O.C. FOR 2 STORY 70 9 11 12 14 16 FOR RIDGE STRAP - (3 8D COMMON AT EACH END OF STRAP i 5/8" ANCHOR BOLT 072" O.C. FOR 1 STORY 5/8" ) 1 COLLAR TIE ANCHOR BOLT ® 36" O.C. FOR 2 STORY 80 10 12 14 16 18 FOR ALT. COLLAR TIE - (3) 10D COMMON NAILS AT EACH END L--- — 20 4 5 6 6 7 ' 1/2" ANCHOR BOLT O 15" O.C. FOR 3rd STORY OR ROOFS W/ A 12/7 PITCH 24 5 6 7 8 9 5/8" ANCHOR BOLT 0 23" O.C. FOR 3rd STORY OR 28 6 7 8 9 10 ROOFS W/ A 12/7 PITCH 1) MIN. 7" EMBEDMENT INTO CONCRETE W/ 3" SQUARE 32 6 7 9 10 11 WASHERS AND END NUT SETUP ROOF AND 2 36 7 8 10 11 13 ROOF REPLACED BY OLD DOWNS FOR R NOTED HDOEAT 40 8 9 11 12 14 Qo HEARWALLSFOR OR FLOORS 50 10 11 13 15 17 AT RAFTER TO TOP PLATE TO STUD CONNECTION RAFTER 60 11 13 16 18 21 W o FOR STRAP - (3) 8D COMMON NAILS AT EACH END OF STRAP 3) 1 — ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" 70 13 16 18 21 24 • MIN. TO 12" MAX. FROM ENDS OR CORNERS. 80 15 18 21 24 27 u Z FOR MTS12 - (7) 10D COMMON NAILS AT EACH END OF STRAP "-"-" BY "SIMPSON" 28 7 9 10 11 13 CEILING ANCHOR BOLT SPECIFICATION (IAW WFCM 3.1.3.1) ~/ JOIST ALL CONCRETE S/B 4KSI, AIR ENTRAINED W/ 4" 32 8 10 11 13 15 SLUMP 36 9 11 13 1 15 17 W 0 ALL ROOF PITCHES GREATER THAN SHALL ROOF AND 3 40 10 12 14 16 18 Q REQUIRE AB CONFIG FOR 3RD STORYRY DESIGN • FLOORS 50 13 15 17 20 23 . . z • 60 15 18 21 24 27 Q W • 70 17 21 24 28 32 W �"-- W 80 20 23 27 32 36 � z = * ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. O CUT 2 ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SHEARWALL LINE,AND IN NO CASE SHALL THE AT STUD TO FLOOR ASSEMBLY LENGTH ANCHOR BOLT SPACING EXCEED 6 FEET ON CENTER. FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7. W TO STUD CONNECTION END J Q Z (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) ; LEG 3 SILL PLATES ARE ASSUMED TO BE TREARED SOUTHERN PINE. 'SIMPSON' � W FOR STRAP - (9) 10D COMMON NAILS MTS 16 • USE A MINIMUM OF W AT EACH END OF STRAP SHOE PL. :SPAN THREE 8d NAILS THIS - I _! • SUBFLR. SIDE OF TRUSS. < Q FOR ALTERNATE - (14) 10D COMMON NAILS •• ° y; , 0 • U Q •• STRAP CONFIG. FOR EACH STRAP RIM JOIST FLOOR • JOIST _ (TWO STRAPS TOTAL) • SIMPSON CS20 OR END v -'' • 1-1/4" 20 GA. GALV. ENGT ====" W 0 •• STRAPPING MIN. 12" TOP PL. ON STUD SURFACE (4 Fi FOR SECOND FLR. - SHEATHING TO OVERLAP - 8d NAILS AT EA. ADDITIONS FIRST & SECOND FLOOR & END OF STRAP) ° STUDS BY MIN. 12" ° TWO 8d NAILS °° THREE 8d NAILS INTO PLATES INTO STUD STUD TO STUD CONNECTION SIMPSON STRONG-TIE CS20 HURRICANE STRAP SIMPSON STRONG-TIE H7Z OR lo 1-1/4" X 20 GA. STRAP *SIMPSON" HDU5 2-16d COMMON �; GVO NAILS 0 6" O.C. N • FOR FULL LENGTH "SIMPSON" HDU5 SHOE PL. OF STUD 0 = 2-16d COMMON W � AT STUD TO FLOOR ASSEMBLY SUBFLR. ° ° NAILS 0 6"LENGTH > _ TO SILL PLATE CONNECTION % OFRSTUD FULL LENGTH RIM JOIST • FLOOR ° U BLOCKING 0 II ° ¢ < FOR STRAP - (9) 10D COMMON NAILS JOIST ENDWALL n°-. z z AT EACH END OF STRAP 'SIMPSON' z LTP4 •' TYP RIDGE STRAPPING DETAIL II ¢ a W �w • SILL PL. ° FOR ALTERNATE - SIMPSON STRONG—TIE 0 �- V J cp LSU26-2X6 Z z I— > STRAP CONFIG. (12) 8D COMMON NAILS a '• ' .:' ' ' I' DIA SS304 II m " d •' O F�LSSU28-2X8,2X10,2X12 THRD ROD W/ W — LTP4 (12) 8D COMMON NAILS LLJ ,: a '. :.a.'; a. HILTI HIT HY150 Y = Z U LSTA18 WITH (3) 8d COMMON NAILS LOCATED ° ' ' ' ! a' •. ••A EPDXY ANCHR U Q Cq ..• •. , :• AT EACH END OF STRAP " " MIN I I V Lh, • SIMPSON HDU5 SYSTEMEMB TYP U W � W ;F ` •ad = Q � o = w cu TYP HOEDOWN CONNECTION 0 0 0 a cn 0 0 WOOD STUDS AT 16" ON CENTER TYP HOEDOWN CONNECTION AT FIRST FLOOR FDN r------------------------� m 41o1 SECOND FLOOR ATTACHMENT I NOTE_: 1 I WIND UPLIFT RESISTANCE FOR 160 MILE PER I Q HOUR WIND FORCE MAX IS 515 POUNDS PER (3) 10D COMMON NAILS IN EACH END SIMPSON CS20 1 }" X 20 GAUGE METAL b I CONNECTION I OF STRAP TIE INSTALLED IN STRAP NAIL AT STUD TO FLOOR ASSEMBLY SIMPSON SIMPSO -------------------J HOLES AS PER MANUF (NO NAILS IN STRAP TIE AT EACH STUD Z TO SILL PLATE CONNECTION SP3 SP4 CLEAR SPAN AT RIM JOIST) (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) 2 X 4 WOOD PLATE ° FOR SP4 STRAP- (6) 10D COMMON NAILS ° ° EXSTG 2X4 WALL AT EACH SIDE OF STUD a' •' '' % ' a . ° ' CONST SHOWN FOR •. a PLYWOOD SUBFLOOR REF ONLY Q FOR ALTERNATE - (6) 1 OD TO STUD & ° •' a' ' ' ?': : ;a' SIMPSON CS20 1 r X 20 GAUGE METAL o • G� * �6'p • I' �— STRAP TIE AT EACH STUD z SP3 STRAP CONFIG. (6) 1OD TO PLATE FLOOR FRAMING - ° Q Q �, :• REFER TO PLANS _ 2X6 TREATED WOOD • ° ° • ¢ - uj U- °r PLATES AS REQUIRED • • z ALTERNATE STRAP END VIEW SECTION CONFIGURATION I I �" DIA. MIN ANCHOR BOLT WITH MIN 7" ° ° U EMBEDMENT - PROVIDE NUT AND WASHER ' • ° —J - INSTALL 6'-0" OC MAX, AND WITHIN 12" • RIM JOIST EXIST/NEW FJ �--- OF EACH PLATE END AND CORNER ' • e m • ' (2) 2x8 MUD SILL PL e CONCRETE FOUNDATION - REFER TO FOUNDATION PLAN TYP SILL PLATE TO FOUNDATION CONN • (ALL NAILS GALV) (4) 8d AS SHOWN DRAWING NUMBER: NOTE: INSTALL rO x 12" LONG HD GALV ANCHOR BOLTS 0 19" O.C. & TYPICAL UPLIFT CONNECTION - FOUNDATION MAX1 FROM CORNERS W/ SQR WASS HER R PL & NUT (NOT SHOWN)WN) NOTE : DETAILS ONLY USED WHEN REQUIRED PRUJECT TITLE m% m I A: I A -7 THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED USING THE E DE I im Evv RK STATE 20201 0K E 0E -= THE SCAVELLI RESIDENCENTALC u 0q0 F-� EFFECTIVE AS OF MAY 12TH 2020 P Kr% JECT ADDRESS , Q a z v n O = m NORTH Q � Q -99 , ALTERATIONS TO: = z m Z 1010 MAPLE LANE - GREENPORT NY E DWELLING L -, � � aULL 010 USES PUBLIC WATER N NEW FIRST FLOOR ALTERATIONS W NEW w m ARCHITECT P . C .CA BY TCH ILI � GU IRIAN R .A. Z � 3 _ SECOND FLOOR DORMER AS PER PLANS �o� 7.62 -� 18 M ITCH ELL ROAD _ WESTHAM PTON BEACH NY 11978 ti (�' - Ur (516) .1�7.39 NOTE: .-a `` ~ ,Ofice - 297-6917 8.5sEXISTING NINE SUPPORTING CONCRETE PIERS h • NYarchitectGT@Gmaii .com �,� -'' OCT 1 1 2G23 www. NYa rch itectGT.com TO REMAIN UNHARMED BENEATH EXISTING ��,�� o2"s :- DECK - TWO NEW FOOTINGS SHALL BE LOT s� �� o�K COR$ •% p oM ES,,.:"WV INSTALLED ,�wvw ll. °F o�oZ 8.68 zR. D D s P�- q1M .� o � APPR EJE �lOp� 1 52 pJE'Pp vEW P�' of DATE: a a B. .I#ilvl,, �O2EXISTING �� OW i �(\ \-i pSHK'H'pMRtE WO 0 1 .�• p F -6 O WATER RVI f G`O 9•69 '',s TIFYBUILDING DEPARTMENT AT U z LOT COVERAGE llmNmF0RMAR T101N]' �° J , z ` �� 63 -765-1802 8AM TO 4Pti1 FOR THE ` - SE I FOL OW"nor INSPECTIONS: z �.. TANK �o 51 y F vu,,.,nv;&j-Tnn o PEOUIRED 9 F, .,,� C "Pi 1 � 1 ro 2 3 i �� ' a RE.� ,f7r;. .��._TE 1..1..E EXISTING PROPOSED TOTAL 5.69 0 10.69 3° f-r�.�:,,� PLUMBING o WOOD LANDING .:.. LJ 11 1� e� NY NEW BALCONY w ,RDRosm5' - " ;•; �� "JI ,FION � • . •`•'•'•' t� SEt9? , E N �Rn� ' 4. �;L- ONSTRUCTION MUST ' DWELLING 2 250.62 - 2 250.62 1.4'N �, :J.':.:.::::::.:.: <o ��%,-- EI �►�� ► a 3;- B ETE FOR C.O. - 0 W ::': :::,::.;.. �G - -' ELEV EDK\ - , N EXISTING 1 STORY ` 1� S PROPOSED NITARY ALL ON U TION SHALL MEET E f ,� 8'93-'' ,1 8 o FRAME DWELLING ; PP SYSTEM REFE 0 REQUI - TS F THE CODES OF N W 554.7 S.F. N SCDHS APPROV YORK S TE. NO RESPONSIBLE F R cn DECKS 353.7 S.F. 353.7 S.F. d�� : -- c ,x, HOUSE#1010 2� ti , -. - 0 2 ORE Gas =- " lUDE GN0RCONST oNERRORs z ('7 � •'•:�o L 60 9.80 12,A` \ � SET. ,P �, ,--' 'y � O i �•'�•• ' •� �oo� I NEW— - TOTAL 21805.32 S.F. - 2,604.32 S.F. U' , - .` .,... ; ,:;` __'BOAT WER PS , DVEONE p J - W p -- s�o T ,=-o O . I- �� STATI y Su Oom ` BpS IGN EXISTIN 2 CAR - CURB � z 5. 1 . 4.57' . 6.08a � ''' '\ IDG "� GARA a- BELGIUM BLaCI .p Q �-' ,� 5 W EXISTING �9 :. \ 32. Z Z VEL 13.11 O �, -� 0 GRA 311 ,, 0 J T:. : -. - -,, �P�� - 11.08 CURB DRIV Y 0'E 12.53 12.87 x > W /o ALLOWABLE PERMITTED PROPOSED - `;� 120 S O ,^ � . ,- $ pEYARD�10'-0° ,r 9 76 ELG UM BLUCK CU CE FE, 1.0'N,2 J p� 01 - t ry B FEN Q W4 ,�;� 2 0.99 WCIC]D CUR N B 3 LOT AREA 13,246.25 20% 21649.25 21604.32 S.F. 2,604.32 S.F. °��,�� ::G� :. '" °'3''�-- -� $c ��R$ i .72�, .....................::.. �� (,� Q 0 v G E S 20� 2 492.07 .... ..2F,, .. .moo� FE, ,2 N .... .. . ... ...oF....EVER . AREA 12 460.35 . - 8.75 �� ........ .... .... ........... ............ ....... LINE BUILDABLE: A f �^��' o \� HIGH WOOD WATER LONG S.87 2 :. i 10...................... ................ W .. 00 EXISTING DECK � � � 0 6 TO BE REMOVED 170 . 43 p 0 LOT 59 O NOTE 1 - EXISTING PERMITTED IMPROVEMENTS WERE APPROVED PRIOR TO PRESENT O', N o 4� VV AND WERE WITH-IN ALLOWABLE LOT COVERAGE gz 16 DEFINITION OF BUILDABLE AREA A S DWELLING NOTE 2 - PROPOSED SECOND FLOOR ADDITION TO BE DIRECTLY ABOVE THE EXISTING m co USES PUBLIC WATER o N PERMITTED FIRST FLOOR AREA = 13,246.25 sq . ft. NOTE 3 - NEW SECOND STORY IS EXEMPT FROM TRUSTEES PERMIT AS PER CHAPTER o.304 ac. a J 1 NOTES: a < 275 YA J 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ¢ w -' EXISTING ELEVATIONS ARE SHOWN THUS: , 0.00 Z m �- W t W =, F- ED 2. FLOOD ZONE INFORMATION TAKEN FROM: Y Z H • W } W w FLOOD INSURANCE RATE MAP No. 36103CO176 H D RYW E LL CALCULATION . = m 9 m _ ' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ��.J' 1 BASED U c� 0 -, 07 luj P3 - ) RAINFALL ELEVATION = 6 (STORM WATER CALCULATION) ZONE X: AREA OF MINIMAL FLOOD HAZARD (2265)(2)/12(1.00)=337.5 CU.FT.VOLUME REQUIRED. TOTAL REQUIRED: 337.5 CU.FT. m ______ - EXISTING WORK TO BE REMOVED EXISTING (2)4'x6' DRYWELLS= 104.5 CU. FT. � - EXISTING WORK TO REMAIN PROPOSED (2)5'x8' DRYWELLS=264.12 CU. FT. Q 11,0111 U L191 L L?--, L-init TOTAL EXISTING/PROPOSED=368.62 >337.5 THEREFORE O.K. z NEW FOUNDATION 35°%000 PSI E Q �.t• ' _ SCALE: 1" _ '10' Q - EXISTING 20 FRAME STUDS TO BE REPAIRED, SISTERED z AND OR REPLACED ONCE EXPOSED. REPLACE INSULATION AND y" GYP. BOARD AS REQUIRED TO MAKE READY = Q - sto coLL - NEW 20 WD. STUDS 16" O.C. 1/2" GYP. ON SD ■ ■ ■ ■ z ® - NYS APPROVED SMOKE AND CARBON DETECTOR `` �■®"��■ �� `■®�+ ®� SECTION: 35 'S' �C'�. 1 ®®® ® INTERIOR. R-20 INSULATION BET. BUILD. G 40 1/2" CDX SHEATHING, 15 POUND BUILDING PAPER & EXTERIOR SIDING TO MATCH EXISTING; PAINT. F APPLICABLE SECTION 280■124 (NONCONFORMING LOTS) F-- U - NEW FIRE RATED PARTITION °A° LOT: IRREGULAR: 13,246.25 S.F. (.30 ACRES) m 2 2x4 PRESSURE TREATED PARTITIONS Q - NEW 2x4 WD. STUDS 16" O.C. 1/2" GYP. ON WITH (2) LAYERS 5/" TYPE "X" GYP. BD. EA. SIDE 280.124 (B) LOT LESS THAN 20,000 S.F. CD INTERIOR BOTH SIDES SOUND W/ ACOUSTICAL INSULATION CEILING TO RECEIVE (2) LAYERS %" GYP. BD. PERMITTED LOT COVERAGE: REFER TO CHART THIS SHEET DRAWING NUMBER: REQUIRED FRONT YARD: 35.0', EXISTING 35.4'9 DOTE: GARAGE ROOF SOFFIT OF 34.4' PERMITTED TO OBSTRUCT FRONT YARD: O.K. NEW MOISTURE REPELLENT PARTITIONS REQUIRED SIDE YARDS: 10.0' & 15.0' 25.0' AGGREGATE, PROPOSED 12.2' & 15.0' 27.2' AGGREGATE O.K. - NEW 2x4 WD. STUDS 16" O.C. 1/2" GYP. ON 2x4 PRESSURE TREATED BOT. PLATE WITH REQUIRED REAR YARD: 35.0' REQUIRED. 54.0' EXISTING O.K. INTERIOR BOTH SIDES PT. BOTTOM PLATES (1) LAYERS Y2" PAPERLESS WATER REPELLENT BUILDING HEIGHT: EXISTING 17.0 , PROPOSED FROM FRONT AVERAGE GRADE: MAX. HELD 34.0' T.O. RIDGE NOTE: FIRE (RATING AS PER PLANS GYP. BOARD INTERIOR EXISTING CONCRETE PIERS TO REMAIN NOTCHED EXTERIOR LUMBER NOTE : 49'41 OTCHED DOUBLE NGER STRINGER 9'-5" 16'-5" 20'-4" ALL EXTERIOR LUMBER TO BE PRESSURE TREATED TYPE E NOTE: TWO NEW FOOTINGS TO BE INSTALLED _� �--- --- 00 SEE FOOTING DETAIL"4"THIS SHEET N r^' 'ru ALL FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT EXISTING NINE SUPPORTING CONCRETE PIERS // __ ___ +.+ rn E DIPPED GALVANIZED OR STAINLESS STEELAS PER R319.3. TO REMAIN UNHARMED BENEATH EXISTING // // _ \ \ ;� T_q SIMPSON STAIRCASE ANGLE TZ10Z BOTH SIDES DECK // // / i// 6 \ \ v >- \ \ L TWO NEW FOOTINGS SHALL BE INSTALLED // //�pSS � \ \ \ p = -------------I------------------------ J < t`v O^1 . DETAIL @STRINGERu-j SCALE: NTS / N------------ I EXISTING PLANTERS ABOVE TO REMAIN I ( �\ /// c EXISTING CONCRETE ��`� \ \\ = z z U L-------------------------J /h ��o PIERS TO REMAIN \ � o � Lu SIMPSON ADJUSTABLE / L I EXISTING DER GIR EXISTING GIRDER 2 I _ _ _ _ 4 _ _ _ 8 _ .� co 2 o LL STRINGER CONNECTOR / - EXISTING GIRDER EXISTING GIRDER I to r-I < LL RIM JOIST ORIS #LCs // O z I W ' WI Lu W EXISTING NINE SUPPORTING C_ _ +' S.S. GLAV. HILT] UPLIFT CLIP OUTSIDE JOIST � _ CONCRETE PIERS REMAIN ON EITHER SIDE OF BOTTOM // G' n I EXISTING CONCRETE ' � ' I w � �° D EXISTING 2x8 @ 16"O.C. EXISTING 2x8 @ 16"O.C. PIERS TO REMAIN z LEVEL AND RE-SUPPORT z P.T. STINGERS / I I V z 1' NEW 5" CONCRETE SLAB rn z ' � � - EXISTING STAIRS GRADE Q REINFORCED WITH 6x6 - rn JOISTS TO ACCOMMODATE N , , .. N // �° 'W �' X NEW SYNTHETIC DECKING W EXISTING DECK JOISTS "' -X'446 :i . W2.9xW2.9 WWF. W/ < I EXISTING PIERS(TYP) I I d- EXISTING DECK TO BE REMOVED rn I I NOTE:MAINTAIN CLEARANCE VAPOR BARRIER (TYP) N _I t- rn 1 TO REMAIN 5 EXISTING CONCRETE g ABOVE BASEMENT ENTRANCE - NEW 5' GRAVEL BED I I D PIERS TO REMAIN 2 - 4'S 12" OVER WELL TAMPED BED r I I o o MIN.6'-8"V.I.F. Lu NOTE: �I EXISTING CONCRETE 24 I I i_ SPRAY FOAM UNDER FLOOR JOISTS c� c� PIERS TO REMAIN c� ------ c� AS REQUIRED TO MAKE TIGHT SEAL DECK BOTTOM STRINGER DETAIL: DETAIL @STRINGER II ��- \ I UP)ZI N u SCALE: NTS SCALE: NTS i I / 'x I LI)x' ' W W /\ STAGGER II W W / \ SEE TABLE R507.2 `� FASTENERS IN 2 ROWS EXISTING 8"FOUNDATION WALLS EXISTING 8"FOUNDATION WALLS O O H-—I z z z z EXIST 40" 2" MIN �� - -— F D OOR O O EXISTING UNFINISHED w XW W W W W �5 LEDGER TO MATCH BASEMENT 1/2" LAG NOTE:THE TIP OF THE LAG SCREW O O O O O DECK JOISTS SCREW SHALL FULLY EXTEND BEYOND RE-OPENLj U � EXISTING UNFINISHED I BLOCKED UP O EXISTING SLAB ON GRADE l o l o l o l o t o I O I O t o t o BASEMENT I— THE INSIDE FACE OF THE RIMJOIST I ¢ - O -, DETAIL @ LEDGER BOARD I O WINDOW `D `� `� 'a W z u U u u CU EXISTING SLAB ON GRADE z SCAB: L_-- ¢ CD z _FIRE RATED CEILING OVER HEATING o 0 0 0 0 1-4 0 0 0 0 CD 3 0 ^ O o N a r EQUIPMENT EXPOSURE 1 C N'. 'N' ?N N 'N 'N 'N' r'1j N N Q oz W I Lu OC I W W W W W W W L7 W Z N EXISTING z z z z z z z z z O 0 V'f W 16 I K OC cc w oC cc CC OC tJ7 W W X BOILER W W W W W W W W W X — FLOOR SHEATHING ''' Olx I H H N tE v~i c v~i �u 00 Q3 w W I I - I - I - I - I - I - I - I - � I- • n I v� vn vn cN N vn N H N REMOVE AND RELOCATED EXISTING STAIR W NAILING AT 6 O.C. z z It- I I z SEE TABLE R507.2 MAXIMUM TO JOIST FLASHING N SD/CO J W I H (� WITH HOLD-DOWN x W _ _ -- z7TO BASEMENT AS SHOWN z SIMPSON STEEL HOLDOW W (p "I� EXIS r r � T- � � " (D LEDGER STRAP #DTT2Z OR SIMILA I� r I I I I I I I ( I I I I I W TENSION DEVICE t- C7 �IW EXISTING COLUMNS LL I �uJ I I I I I I I I I I I I I EXISTING COLUMNS J W — L o a — — — — — `I J Q z EXISTING GIRDER ABOVE I EXISTING GIRDER ABOVE EXISTING GIRDER ABOVE a) 0 o FIRST FLOOR I E I I N W JOIST I J ° DECK JOIST I i ItRO LEA A � i � SD/CO �OD > W ° 1/2.0 THREADED ROD REMOVE EXISTING FI ff BO E ( NEW DBL.2x10 JOISTS FRAME STAIR —� J v 2 LOLLY COLUMNS _ Q o WHEN USING #DTT2Z _ - O a EXISTING UNFINISHED AND CROSS HEADER I I I I a Q BELOW FIREPLACE UP BASEMENT II l W W z v Simpson LU 28 NOTE: HOLD-DOWN TENSION DEVICES SHALL BE EXISTING UNFINISHED CD3 INSTALLED IN NOT LESS THAN TWO LOCATIONS ¢ EXISTING SLAB ON GRADE Z I BASEMENT Z S Z W �EA. JOIST 12 NAILS PER DECK, AND EACH DEVICE SHALL HAVE AN Z L — — — — — -F�— — — — _L>- J N N EA HANGER ALLOWABLE STRESS DESIGN OF NOT LESS THAN _ _ _ 1 500 POUNDS O o o EXISTING SLAB ON GRADE t= O X DOUBLE UP FLOOR CD NEW DBL.2x10 JOISTS FRAME STAIR c LL = O LEDGER DETAIL DETAIL @ DECK ATTACH °° JOISTS(2)LOCATIONS I IW � t-I S SCALE. z UNDER FIREPLACE i I I I i -N-t Z FOR ADDITIONAL G a SUPPORT I z W I in BRICK VENEER AS PER OWNERS SELECTION EXISTING 8"FOUNDATION WALLS 6'-O" EXISTING 8"FOUNDATION WALLS -�l C) I I I 2x8 LEDGER I a c� I m N cV oo O O INSTALL SOLID FILLED 4"CMU --- `-) I 1112x42 1)x42 Lij t=- SONOTUB - z S NOTUB 0 z ------ L---- J PROPOSED 5'-0"x6'-0"STOOP INSTALL SOLID FILLED 6"CMU 5"REINFORCED SLAB AT LAST RISER Q w w LL 0 < as a I I SEE DETAILTHIS SHEET AS REQUIRED 06 z m z �_ O j CONTINUOUS TRENCH FOOTINGS �Lu J J ~ w Lu w a a d ? I = .�N2 CONTINUOUS#4 BARS W/1"COVER 11 >- >_ LL 2 N w EXISTING ¢ ca " CDGARAGE SLAB N ,°° o L I GALVANIZED 6x6xA COLUMN v I (EXTEND UP TO PICK UP 3/16 2ND FLOOR DECK) I m FRONT PORCH FACADE FOOTING DETAIL , ,DSO.xr BASE PLATE < ANCHOR BOLTSTMREADED V I z —a N TS I Q I 3/16 Q 6x6 TREATED POST 1 SIMPSON COLUMN ANCHOR CBQ44—SDS (GALVANIZED) . ' . Q ADJACENT GRADE : . (D o � o0 �p 10"x10" PI 1O'x10" �. 2-/6s EACH FACE Z d�'� BbJ �P � n �I jj — 25 -0 n 3) ROWS4s 4—#4 S 24" 0 SONOTUBE a �y� #4 CIRCULAR TIES ® 12 o.c. EXISTING / PROPOSED FOUNDATION - UNFINISHED BASEMENT PLAN -� 1 CLEAR DRAWING NUMBER: Scale: 1/4" = 1'-0" NEW CONTINUOUS FOOTING DECK POST FTG DETAIL DECK POST FTG DETAIL N TS 4 N TS p I 17,_3„ 211-O,f U 353.7 S.F. s 15" DECK TO BE WALL 4-1 � E REMOVED NOTE: LEVEL KITCHEN AND SUN ROOM Q Q >- FLOOR TO ACCOMMODATE NEW HARD o = EXISTING DECK TO TO BE WOOD FLOORING EXISTING -" Q oc V = `° REMOVED I GC WOOD DECK � W I W �- N /— NEW STEEL COLUMN ^ � = � Z � DOWN TO FOOTING f0 O n — — — — — — — — — EXISTING PLANTER BELOW 's-- a o 21" CLEARANCE00 HIGH 2 2x14 ML PACKED DOWN WITH 2x4 BELOW '� U C) _ LINE OF NEW ROOF ABOVE _ tin 21" CLEARANCE 3-14"x 12 LVL = v o FIXED GI A55 PANELS W O z V Z „ EXISTING 2x12 JOISTS @ 16 O.C. F- MIN. TOILET AND SINK CLEARANCES i7On �° p o -- 1 CENTER PICTURE WINDOW TO z p HOLD o 1 o ^T 9'-0" CEILING HEIGHT N � n " N C7 REMAIN REMOVE AND REPLACE I �° rn w N 3 � 7 -7 -- 12 -7 I (2)251'x 52"DOUBLE HUNG SIDE � m m EX15T1 N G WC0 Z ¢ m WINDOWS WITH-IN EXISTINGy -0 ROUGHING 5UN ROOM o I 15" WALL •F• HIGH(2)2x16 ML. 28n _ = HIGH( )2x12 ML.W/2-3/4 FLITCH EGRESS REQUIRED HIGH(2)2xi6 ML. -1 I N AT I SINK DWI ULj THROOM u z . ENLARGEDENLARGE I ocF I o I W J 15LAND o Q ~ - - - - m ISLAND RENOVATE I O 1 Lu J w DC SD/CO EX15TI NG - - - > S Q 0 L , N o KITCHEN - - - - - - - - � Q 0L 21" CLEARANCE G EXISTING RENOVV EXISTING m o ;r, — z C14" DINING z INSTAL BAuj THRO G w HOLD 9'-0" CEILING HEIGHT I SNEWR BEDROOM W X N F_ w ROOM NOTE:REMOVE EXISTING CEILING BEAMS I 1ST w 1 F &-0" CEILING HEIGHT " `" W w (/) = Z DC z � 9'-0" CEILING HEIGHT AT N h z_ z = MIN. TOILET CLEARANCES Z TO UNDERSIDE OF NEW 2x12 CEILING BEAMS R F - - - - - SD/CO W 0 1 � Z 11 J w O — — — — — NEW LAU DRY SD/CO �� Q z FM C E 9 = Q 15" 15" _ HIGH(2)2x12 ML W J : HIGH(3)2x12 ML. W 2 1"(FLITCH INSTALL NEW LAUNDRY f WALL c� NOTE: DEMO EXISTING ( )( )2 _ 1 CL05ET N N I— w CHUTE TO BASEMENT WITHJ J LEVEL T ABOVE ADWITH JUST � FIREPLACE AND FLUE AND � ' NEW HALLWAY CLOSET ABOVE AND ADJUST REPLACE WITH NEW F.P. � I SLEEVE AS REQUIRED OWNER SELECTED AND o C L 9'_�" I v U Q PURCHASED ZERO � -- — SD/CO a 11 TUB CLEARANCE WOOD FIRE J IGH(2)2x12 ML �° BOX. Lu I o \ DN °� o > C) FRAME OUT HEARTH W/ co EXISTING LIVING ROOM \ CL 2 Q W � — — — — I CEMENT BOARD AS PER o �- �� \ EXISTING m `� o 1 OWNERS APPROVAL o 9 0 CEILING HEIGHT CL \ / Z o G O 21" CLEARANCE N W SD CO \ / BEDROOM N � W 3 �, �/ NEW,EO'I 8-0 CEILING HEIGHT Z � N Z � Z a DQ.I?BLE HEIGHTS X z NI I / UP CL W z - I TUB EGU55 REQUIRED m N NEW ROOFED PORC AB MIN. TOILET/TUB OPTIONAL LAYOUT CLEARANCE CD4 - NEW 8 ILD NG LINE ABOVE — NEW BUILDING LINE ABOVE— — _ � CD EXISTINGNJ o ( w = _; o O F- N FROM -I � � TE BELOW NEW WALL FRO i -I > r' s Ix 12 LvT _ _ _ I 30.0 S.F � ¢ d < � ()� 13� z z I Q w LJ_J w I 06 WALL > > J cn — a f n f n , ff , ff f n f n f 8 -1 15 -8 2 -9 10 -8 3 -0 24n 12 -7 Y � z 0 F- 1 wU- >- � >_ w a5 li I = mm 9m = c co I I ' I LOAD PATH NOTE: " " m " Co u- in J EX15T1 NG GARAGE I I I I ] ONCE STRUCTURE HAS BEEN EXPOSED CONTRACTOR TO REVIEW ALL LOAD BEARING WALLS FROM HIGHEST LEVEL OF DWELLING TO N > I 2x6 ROOF RAFTER OVERLAY I a I N 7Ln EXISTING FOUNDATION.SHOULD ANY LOAD BEARING WALLS BE O @ 16"O.C.OVER EXISTING I I EXPOSED OTHER THAN WHAT HAS BEEN SHOWN ON THESE PLANS Q 30 MIN. w I ( RAFTER101STS I Q' CONTRACTOR TO STOP ALL WORK IMMEDIATELY AND CONTACT U 24" CLEARANCE IN o I I I ARCHITECT FOR INSTRUCTIONS TO PROCEED. z FRONT OF OPENING I 32'-3" Q MIN. SHOWER CLEARANCES 1 I I HANDRAILS: I I ( PROVIDE HANDRAILS AT ALL INTERIOR AND EXTERIOR Q * STAIRWAYS WITH 4 OR MORE RISERS AS PER 2020 RC OF NYS w s Q` EXISTING RAFTER BEAMS TO REMAIN I EXISTING RAFTER BEAMS TO REMAIN R311.7.8 Q( - :: z I o 0 yy �t o0 z do� . GLAZING: ��s%��E) �P FIGURE R307. 1 MINIMUM FIXTURE CLEARANCES ALL WINDOWS WITHIN 5'-0"OF A SHOWER OR TUB TO BE v N TS 24'-2" 32'-8" TEMPERED AS PER 2020 RC OF NYC R308.4.5. F- ALL WINDOWS WITHIN 36"ABOVE WALKING SURFACE OF A Co 24'-7" STAIRCASE AND WITHIN 5'-0"OF THE BOTTOM OF THE STAIRS TO <C BE TEMPERED AS PER 2020 RC OF NYS R308.4.7, DRAWING NUMBER: PROPOSED FIRST FLOOR Scale: 1/4" = 1'-0" � V a E 00 co rn E U 0 Z Q Oa = Q = U .c fOC J w v rn w m Z = Z U E V fl— O 0 .L Lu U NEW LV �L BEAM-DROP GIRDER .b. O0 t - FLOOR CONSTRUCTION �_ � 2 � O (n U UJ NEW OALVAN I ZED STEEL v U-BRACKET 5IMP50N COLUMN ;2;F— OAF L003.5-4 WELDED TO PIPE- SIZE AS .� REQUIRED FOR NEW LVL BEAM POCKET-V.I.F. PROPOSED 3 1/2" DIAMETER PIPE COLUMN TERRACE RAISED CEILING WITH SET IN NEW SPREAD FOOTING TRANSOM WINDOW 23'-2" 5'-0" 6'-0" 13'-4" ' C.,,0L . TO 5EA1� DETAIL INSTALL 2-2x 1011DR „ , „ INSTALL 2- 10 HDR 50ALE: I = I -O w _ INSTALL 2-2x O HDR i - INSTALL 240 RR `.,� �- INSTALL 2x10 RR z \ @ 16"O.C. �� @ 16"O.C. STAIR COMPLIANCE: INSTALL 2x1 RR INSTALL 2x10 R P P PROPOSED BATHOSED ROOM I \ @ 16"O.C. I 6"O.C. I BAR I \ W NEW STAIR SHALL COMPLY WITH SECTION R311.5 I OF THE RESIDENTIAL BUILDING CODE OF NYS f PROPOSED NOTE:Ati 1C ACCESS SHALL z MAX. RISE 8 " ( " MAX BETWEEN SMALLEST AND LARGEST RISERS) �' N \ OPEN LOFT I WEAT RSTTIPPED AND PROPOSED \�y� PROPOSE BEDROOM q ry O a \ INS TED TO THE LEVEL OF THE STORAGE o W MIN. TREAD 9 FROM NOSING TO NOSING G \ S ROUNDING AREAS AS PER \ / I W ~ W SMALLEST AND LARGEST TREAD Z I 1020 ECCC OF THE NYS R402.2.4 CLOSET I N = [�C z 0 NOSING " MIN. 1j" MAX. (5" REINFORCED PAD LAST RISER) jl INST L2x1 CBS O.C.16" /Z O L / �ULL DOWN N UTE Y CLOSET \ I / �, I- W 12'-0" I / I I W Q z Q t Q W INSTALL ML 12N 14" DGE ABOVE INSTALL ML I1"x 14"RIDGE ABOVE INSTALL ML l2,"x 14"RIDGE ABOVE W eu � 4 o Cm / 4 < Q d. c f I U I N ao U Q PROP /SEDTDRO� a f @, INSTALL 2x10 16"O.C. v 1 G FEI I � � N N Y PROPOSED CLOSET O DN / \ N �7 PROPOI D BATHROOM /I / Q � I 2 o / I \ OPEN TO BELOW �I / \ I E] INU LL 2x10 RR / oLo 15'-6" 16"O.C. / U \ I Q I �+/ INSTALL2x10 INSTALL / fJ PROPOSED BEDROOM \ f / RR a RR ` / IN L 2x10 RR INSTA x10 R \ m N c I—I ��" n I NOTE. cr I / Z I @ 1 0. UPLIFT CONNECTION IS REQUIRED N 6 O.C. cn 6 O.C. � . . 0 I AT EACH END OF THE HEADER AND AT INSTALL 2x10 RR INSTALL 2x10 RR — — — — _ _ _ eorroM or HEADER sTuDs IN ADDITION UJI INSTALL 2 - I2"x IT"RIDGE ABOVE TO CONNECTORS AT WALL STUDS AND �-, @ 16 O.C. @ 16"O.C. AT TOP AND eOTToM or CRIPPLES. > ti z WiEN NOT ALIGNED KTN RAFTER LL a ¢ J < CONNIZT KING STUDS TO TOP PLATE' I ( SEE ROOF`STRAPPING DETAIL WRAP 04 GALS.20 GA.COIL STRAP TOP OF TOP PLATE t NAIL Q Q Q Q ROOF FRAMING Q R L 13 -3 2 -0 3 -0 13 -7 5 -0 10 -0 � z mZ ow >UJ -1 z .� I— p W J CRIPPLE PLATE U U CU I- W z W Wp = ¢ � ¢ = W CO I N� ADER Co STUD I HALL TM wALL sTws rRAMED OPENING rM NEW NEW 2x6 WNW"OR EXTMOR DOOR U RAFTERS71 z Q I I = - - - - z Tr rF —IT T II I NO UPLII'T GOT>HCGTORS I I I ¢ - =�� L REQUIRED S AREA I I I r n EXISTING RAFTER BEAMS TO REMAIN EXISTING RAFTER BEAMS TO REMAIN = ea.STRAP TIES MANUrACTURED eY SIMPSON STRONOWMI!CONNECTORS USE SiPSON I-MAX OR HDG CONNECTORS MODEL No.C 6 OR APPROVED 15 M MAL0,1T. TO INCREASE CORROSION RESISTANCE STRAP TO HAVE MIN.IZ"REARING ON THE STUD rOR ALL HARDWARE IN CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. w ACQ LUMBGR. UPLIFT CONNECTOR DETAIL Q SCALE, 5/4" ■ I'-O' UI PROPOSED SECOND FLOOR DRAWING NUMBER: 1 Scale: 1/4" = 1'-0" INSTALL R-13 FOAM UNDER REAR AWING ROOF PLYWOOD AWNINGS W/AIR VENTS AND CONTINUOUS INSTALL R-13 FOAM UNDER REAR U BAFFLES (TYPICAL) `f' '�` AWNINGS W/AIR VENTS AND CONTINUOUS E WPICAL 2xei BAFFLES (TYPICAL) V COLLAR TTE � 'co TYPICAL�do/zxb AIR FLOOR DETAILS AT ROOF �� ❑ °'IKOtY+i♦Q GOIICiOIr/M"Ol1K p� rr-1 V Nft N"OR ARROAD e■VAUW AT itlr W V @J CsJ axlo/ym 'DOUBLE RAFTER" INSTALL GUTTERS AND LE ERS AS REQUIRED Q 0¢ 2xt2 RIDGE Q OC V t Lo pC J LU r`v rn EXISTING W m RevERse 6ABLE9 avae PoM"&W r mauve co""SY .ctt = Z LID Z EXISTING FRAMING WOOD DECK '"'�" o V SIMILAR PI.YIN&$ADLC ~ O NTH DIPPERENI SIZE PPIRAMNG-SEC ROOF ter M"w RAM ter.�FL9= L.. � d � w 00 tD V tau« r_4 Q U U_ "AM � °J O O0L1A1 to U LU to Z terP.c w- PROP05ED ompa E►MHAVCWmIf POM BALCONY BELOW "� I!RR~A61UEM .wamrto. OR,FPRN® SAWAwr om 11.cart.roe&*" 6ABLE 50 STUUD PORCH 5TRAPPINC DETAIL WO sxa LADDER ZZ NEW 2x10 R.R. NEW 2x10 R.R. @ 16"O.C. I @ '��G./ NEW 2x10 R.R. I NEW 2x10 R.R. sxe/ZxIO f'LYM9 W RAPIER ° @ 16 O.C. @ 16"O.C. I 0{, ED`-�-cc C5 I o I SIMPSON a 1 n OR APPROVW�� 3A AT DOUBLE PLATL (w� 'NETIC X �D Ge RAFTER TO PLATE GGNNWTION BOTH SIDES N e4 GC I I RArrM Do NOT ALIGN WITH STUDS I DORMER 3 �, Z ROOT DETAIL 0 v�; ZUJ W p ■ I 1 " I �/ O SGALEI 8/4 -0 02� V J I � SIMPSON sTO BE U colMtcroR Q i Z Q S *"Z TO use NFE N C2l 7 I'I'_ l� RAFTER ALIGNS NTH STUD w w N Z w r MINIMUM OF TWO Od -- O Z yF�L �i Iws � A - I > ti~ F11415 N WTH V) W RIo .� Q ILU PROVIDE CONCEALED ALUMINUM f� ` � " o WCONNECTIOhI OF MULTIPLE FLASHING AS REQUIRED TYPICAL A �}� ° DO1D1'E TO1' > �� PROVIDE CONCEALED ALUMINUM I I i �'+� Z PIECES OF TOP-LOADED BEAMS F I 1_/ FLASHING AS REQUIRED TYPICAL O 13/4' Width Pieces: W INSTALL ML 12"x 14"RIDGE IN5TALL ML 12"x 14" RIDGE INSTALL ML I"x 14" RIDGE Z • Minimum of 2 rows 16d (3Y2") nails at 12" o.c. _ _ _ 4 _ _ _ _ _ 4 _ _ _ _ _ _ 41 _ _ �J n n r Q • Minimum of 3 rows 16d (3Y ) nails at 12 o.c. PROVIDE RIDGE VENTING A5 REQUIRED �p oo W W J for 14" and deeper beams I > J W • Nailed connections require an additional row of LLATETIesMANUFACTUF19000NWTORMoBY SIMPSON 9 TWO bd NAILS STRON9-TIE GONNeGTOR6 MODCl.No.R5P4 J nails when nail size is smaller than specified ❑ INTO PLATES OR APPROVED moroN ENT AT E Tma STUD < n tt P I Li above (minimum 0.131 X 3.25 ) TO PLATE cowrECTTON WHEN RAFTERS Do NOT TaW bd NAILS ALIGN WITH STUD INTO STUDS 3%" Width Pieces: � I ,��, I o 2 • Minimum of 2 rows Y" bolts at ; �� , s 8 1 " U,I C3 ff Uj O 24 o.c. staggered ASPHALT SHINGLES AS SELECTED ER 15# as w I� °` ti w BUILDING FELT PAPER OVER 1/2"CDX o , 9I U % o ~ 01 °� A PLYWOOD SHEATHING-TYP. ti~ I `c�, 2 N �� lye = 0 Additional nailing or bolting may beLU required with side-loaded multiple member �,� IZ F �� JI 1 z Ji ROOF STRPPINC DETAIL " " beams• Refer to current product literature. w PROVIDE ICE PROTECTION AS PER 2020 I ti r'� BGALE. 5/4 ■ I-o ti} l NYSRC ICE BARRIERS WHICH CONSISTS > w OF AT LEAST 2 LAYERS OF o =� E2 A�j, W UNDERLAYMENT CEMENTED TOGETHER z I°G zl U., ILU o > OR A SELF-ADHERING POLYMER o > O MODIFIED BITUMEN SHEET.TO BE 2 I °- INSTALLED ON ENTIRE ROOF. I`L NEW 2x10 R.R. I NEW 2x10 R.R. NEW 2x10 R.R. I NEW 2x10 R.R. @ 16"O.C. @ 16'O.C. @ 16"O.C. @ 16"O.C. m o I NEW 2x10 R.R. NEW 2x10 R.R. 0 N @ 16"O.C. 17I @ 16"O.C. t o.no WALL STUDS a 16'O.G. <O ¢ ¢ } NEW SHED ROOF � � � OONNWTOR°HOD■%0.*no Ib 6a.COIL STRAPPING MANUPAGTUReD Q O w ve�BANAU r m MUM Hm enl BY SIMPSON STRONG-TIE GONNEGTORS W W IODEI_No.GSIb OR APPROVED EQUIVALENT r USE AI Q Z m Z J F— > BOTTOM PLA NAZI J W I NEW 2x6 R.R. I RIM JOIST TOTAL Or Y = z YE W i ..a .. U H W a PROPOSED COSMETIC I = m m = O ice'' , .UW :� „a. I CIO DORMER I U AS � 0 � U) � Q ° Sls FLOOR FLOOR JOISTJill *AMR twu.00 60WOMM WWWAOMMO.Y sm-em p "" ft. "eGY" EXISTING RAFTER BEAMS TO REMAIN EXISTING RAFTER BEAMS TO REMAIN saw'.ta.ia°irrwoym mINM.■Cr WA&Z/N I.VLl K."OD COHG7NIt atrIMO1NlU■'�G�IfiA IMq/Ifi71/®yr olv I NIN..L ■OOHCTaY YMLL•ILW :7X 1'MLL r611 MaOM NA l.M D AF?MDVW co A& I.MNatf.1lTO N }NH1AG7IIIOY!!G"Y.M10lU TO IXTpO NK G'P"SW Nb W/0Wft Ib Ga.COIL STRAPPING MANUPAGTURI'J7 a I,�) /� /� BY SIMPSON STRONG-TIE GONe awft C A5LE END Y`ALL D�TA I L �� I IOM No.GSIb OR APPROVED EQUIVALENT NOTE, PPING TO Be U WALEI 5/4" ■ P-0" SPEGIPIGATIONS AND NYS GODS INSTALLED AS PER MAR PAGTURES I PROPOSED COSMETIC I KALL STWS a 161 O . DORMER I I FLOOR JOISTS Q TO Be GONNEGTED TO NEW BEAM BY SIMPSON INEW 2x6 R.R. I STROw6-TTe��IORR Q * Sjb,O APPROVED EQUAL - I EXJNM FLOOR JOISTS Q\ _J v, Q _ -" ter, Z FLU5H BEAM DETAIL 5TRAPP I NC DETAIL CD ° = �`'" � � o y ti� WALE- 5/4" ■ V-0" WALE, 5/4' ■ I'-O' J U F— m Q (PROPOSED ROOF PLAN 1450 S. F. DRAWING NUMBER: ■ Scale: 1/4" = 1'-0" NEW CORBELS AS PER OWNERS APPROVAL T7 NEW CORBELS AS PER OWNERS APPROVAL (TYPICAL) (TYPICAL) NEW ARCHITECTURAL ROOF SHINGLES V ADD 16"COSMETIC ROOF AS PER OWNERS APPROVAL d E AS SHOWN V o 00 = 4-J v^i E U NATURAL CEDAR PERFECTION SIDING AS PER ara CADLWTM u Q z OWNERS APPROVAL (TYPICAL)AT HIGH Q Q � a, .-i �'�"9"'"° POINTS AS SHOWN Q � U u � uxeee�,,M o01.TID As sHo►w 2 NOTE:ALL ROOF PITCHES TO 12 12 J Q L 6ALVMUaD W.Malt curs MANR'AGTIAm eY ZO � `W m }�. N V2"V°°�"M "�" �� BE VERIFIED WITH RIDGE Z � � � HEIGHTS TO ASSURE WINDOW N � _ oa.eTAeee�eo CLEARANCES AS SHOWN WINDOW STYLE: �? H O E MAD 0 raT WOODRIGHT DOUBLE HUNG o WX>u •� o �� 0 Tw°oo s�AT WITH 3"MOLDED EXTERIOR W '� 00 y �a "• c. NEW EAVE RETURNS(TYPICAL) TRIM KIT Z r..� Q 1 uL virtu.sorm J O sm"T rpt4mme L L _jL_ —JL W L NEW SIDING AS PER OWNERS APPROVAL -- � °Nr (TYPICAL) Q t w rAsuA LLJ U z p Z \ eurrm p TO MAKN EMT O in�04.ue eclrs c k smmmir9 M AN@LP curs MNiJrA nNV er u#4me ca+ecTaRs raooe_No.AC6 OR M'ROVW CdJNAICR TO EC.CT p i'rLYP1OOD eUeFlopR J I/3•I4Q1 MT7 MEU.ATION - vs•�aYHOW tee,MW°o�eeeo PAD OUT EXISTING GARAGE FACADE AS T� MW OR wAeNr srr:AnxNe NS SHOWN AND INSTALL EAVE RETURNS -- 'ra rar F2W N"N&LAnON or SK I fi�T ROOF E�)ETA I L 8 ' 8 a• ` Lu J Z F- F_ W 4�1^o� � $ w 0 ; g � � x _ '13 y s. g _ ¢�°� a3�m � � = -�,- �-•� fix- a-; �� sa g �: _ 00 .... .. .. �'ea_. S � os� a ag. '� .'�.,r:' AQ� .�,"` '`� s afl� •� .3� s?z !%..`� � V) O W INSTALL FULL SIZE VENT AS PER OWNER APPROVAL EXISTING WINDOWS NEW ROOF PORTICO NEW PORCH-COLOR AND FINISH AS PER W COORDINATE WITH CEILING COLLAR TIES TO BE RELOCATED OWNERS APPROVAL �"'' V) AND TRIMMED OUT AS NEW WROUGHT IRON RAILINGS z SHOWN PROPOSED FRONT ELEVATION uj ._.i ~ z Lu = Q W J J W Q I_ WINDOW NOTES: U Q ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL.ANY SIZES G FINISHED FLOOR - INDICATED ON PLANS ARE NOMINAL ONLY. BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE WINDOW W C) FLOOR DRAIN - 4"FLOOR DRAIN INSTALL FULL SIZE VENT FINISHED FLOOR COORDINATE WITH VAULTED CEILINGS PER OWNER APPROVAL MANUFACTURER TO DETERMINE EXACT SIZE, ROUGH OPENING, ETC.AT LEAST ONE WINDOW FROM S.F(GRADE FLOOR 5.0 S.F)W/A NET HEIGHT OF 24 M EACH BEDROOM � = SUB-FLOORING - SUB-FLOORING SHALL HAVE A NET CLEAR OPENING OF 5 �� ,A NET CLEAR OPENING -1 WOOD JOISTS- WOOD JOISTS OF 20"AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES.GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN 18"OF THE FLOOR SHALL BE TEMPERED GLAZING AS 4"WASTE LINE- 4"WASTE LINE PER IBC, BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES ELEVATION SECTION M N FLOOR DRAIN DETAIL m r 1 IF REQUIRED NTs 0 W NEW BOARD AND BATTEN STYLE SIDING AS PER O OWNERS APPROVAL (TYPICAL)AT HIGH POINTS AS uj m SHOWN zo Q ¢ U z �- O < Q w X LLI o NEW z J w AGE FRAMING AND EAVE RETURNS(TYPICAL) NOTE:GAR z: W J J � 00 m z NEW SIDING AS PER OWNERS APPROVAL RAFTERS TO REMAIN UNTOUCHED W = z = oz (TYPICAL) f INSTALL 16"COSMETIC ROOF W cn AS SHOWN = m m = -� co FURR OUT FRONT WALL O 1 I AS PER FRONT ELEVATION FACE MOUNTED RAILING p = m Q U Z _Q Q EXISTING SLIDING DOORS W Q 0i o Z p U y y �° EXISTING WOOD FRAMED STEPS TO REMAIN o 0 z� � � w U INSTALL NEW STEPS n' m TO GRADE LEVEL AS Q REQUIRED EXISTING GARAGE NATURAL CEDAR PERFECTION SIDING AS PER OWNERS APPROVAL (TYPICAL)AT ALL SIDES DRAWING NUMBER: PROPOSED SIDE ELEVATION Iff 1 I® NEW ARCHITECTURAL ROOF SHINGLES AS PER OWNERS APPROVAL NEW CORBELS AS PER OWNERS APPROVAL L j NEW AZEK WRAPPED SOFFIT DETAIL(TYPICAL) INSTALL ATTIC VENT (TYPICAL) . NEW PREFABRICATED EYEBRCW a- E }, o V 00 — N � CHES I U NEW AZEK WRAPPED SOFFIT DETAIL(TYPICAL) :-' rn E FINISH DE ING BE VERREDWITR KlUbt J_ (aj HEIGHTS TO ASSURE WINDOW V rlp-c,DX E WATER PROOF MEMBRANE Q Q Z SHEATHING W/INSULATION O = += o, OVERLAY Q oG U -c w cl� J W N NEW BOARD AND BATTEN STYLE SIDING AS 12 NEW EAVE RETURNS(TYPICAL) zo = co z PER OWNERS APPROVAL (TYPICAL)AT HIGH U) U O o Ln POINTS AS SHOWN w ~ E- v EEE L •� co 2 ELLu +1 L" NEW EAVE RETURNS(TYPICAL) z_ _ a U c D 2 •+°_r' O J () U N NEW SIDING AS PER OWNERS APPROVAL NEW BOARD AND BATTEN STYLE SIDING AS o V � } (TYPICAL) ® ® PER OWNERS APPROVAL (TYPICAL)AT HIGH � ? INSULATION AS PER PLANS NEW AZEK TRIM FOR ALL DOORS MOCK POINTS AS SHOWN o "GYP BOARD AS PER PLANS UP REQUIRED FOR OWNERS APPROVAL o (TYPICAL FOR ALL NEW CASINGS) SECTION THRU DECK NEW FLUSH WALL MOUNTED RAILING o ED ! f CD NEW BALCONY WITH-IN PROPOSED ROOF E IS NEW STRUCTURAL AZEK COLUMNS(TYPICAL) // U uj GALV.STEEL LOLLY W/HB+G WRAP Z FIXED NELS FIXED 4NELS NEW SIDING AS PER z OWNERS APPROVAL -' LAJ EXISTING DECK WALL STRUCTURE TO REMAIN— (TYPICAL) o W O ❑� Q EXISTING GRADE .�, X .:;s- F () O W IN w °'µ �,� � •,.. -��` :� _ -��- � ;��°� •m�� e.� EXISTING GRADE W W STALL NEW STEPS TO GRADE LEVEL AS V REQUIRED � � , ^ EXISTING STEPS TO REMAIN PAD OUT EXISTING FACADE AS SHOWN AND CENTER PICTURE WINDOW TO (D INSTALL EAVE RETURNS REMAIN REMOVE AND REPLACE � O � (2)24"x 50"DOUBLE HUNG SIDE ~ W PROPOSED REAR ELEVATION ROIUGHNGWITH-IN EXISTING J = Q W W •---I J W Q Qa- ION Rnlsme courreR rLAeNna WINDOW NOTES: U Q ALL WINDOWS SHALL HAVE INSULATING GLASS,OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL.ANY SIZES INDICATED ON PLANS ARE NOMINAL ONLY. BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE WINDOW W O�CC4*V�M MQM No.AM OR V254 'LAS SOL" MANUFACTURER TO DETERMINE EXACT SIZE, ROUGH OPENING, ETC.AT LEAST ONE WINDOW FROM EACH BEDROOM CD e�•oa.eTAeee�m SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F(GRADE FLOOR 5.0 S.F)W/A NET HEIGHT OF 24"EU4.DIMe rdT ,A NET CLEAR OPENING 12 •COXMYr=OVAri" OF 20"AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES.GLAZING IN DOORS AND FIXED �a R"6*1O.C. NEW AZEK TRIM FOR ALL WINDOWS MOCK GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN 18"OF THE FLOOR SHALL BE TEMPERED GLAZING AS sa"T rRAmme UP REQUIRED FOR OWNERS APPROVAL PER IBC, BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES •16'oz. W Imr (TYPICAL FOR ALL NEW CASINGS) PASVA M NEW ARCHITECTURAL ROOF SHINGLES N �x vsez•�e�LAe eaTe VENTED 1O MATG4 elsr AS PER OWNERS APPROVAL oo. &#LVMnV ML^.%WE aJM WWJrA=V= BY ■ • • M UPoEM WNHWTORS MOM No.A"OR r ArPROVW BOYALMT M TO ME= ' ' t Lu Z > m we R.71 EATr 0l mATm O M�•w°G• NEW BOARD AND BATTEN STYLE SIDING AS (� 0 In•6°X rLYwOOO SHMA7MINe C 7VWW z Q TMVW Nome MAP OR AF?ROVW PER OWNERS APPROVAL (TYPICAL)AT HIGH lo� � SCAM" POINTS AS SHOWN w a Q •rOLYMYRlSt RJeID DeULATM � < w w W CQ WINDOW STYLE: z CD �- J SiC I RT ROOF I�ETA I � NEW EAVE RETURNS(TYPICAL) WOODRIGHT DOUBLE HUNG 0 ? m J m � WITH 3 MOLDED EXTERIOR o Y = Z = � � SGALE: 3/4" = I'-O" NEW METAL ROOFING TRIM KIT UJI W >- >- W N E[lNEW BALCONY O = m � m = Wcu NEW(2)COSMETIC DORMERS AS SHOWN NEW GUTTERS AND LEADERS o o U w I 0 EXTENDED GABLE 12"(SEE FRONT ELEVATION) °' M o J O = m Q U Z Q PATIO DOORS TO BE Q NEW SIDING AS PER OWNERS APPROVAL // NA SERIES ® ® ® ®® ® NNDERSE INE BY (TYPICAL) / ANDERSEN ERE_ 'T Q •- , . � � NEW STRUCTURAL AZEK COLUMNS(TYPICAL) F=� o = a ? - ., � Z o O c Z ydv��J�,(� T Q w J ls,��a9b0 EXISTING GRADE EXISTING GRADE _ Li �., NEW WROUGHT IRON RAILINGS INSTALL 16"COSMETIC ROOF AS SHOWN NEW ROOF OVER EXISTING WOOF DECK Q 0 NATURAL CEDAR PERFECTION SIDING AS PER OWNERS APPROVAL (TYPICAL)AT ALL SIDES DRAWING NUMBER: PROPOSED SIDE ELEVATION