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HomeMy WebLinkAbout43987-Z y� gUFFO(/rcp�y} Town of Southold 6/19/2020 P.O.Box 1179 0 co � 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41202 Date: 6/19/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1340 Ships Dr, Southold SCTM#: 473889 Sec/Block/Lot: 79.-3-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/12/2019 pursuant to which Building Permit No. 43987 dated 7/19/2019 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: SUNROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Almare LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43987 06-15-2020 PLUMBERS CERTIFICATION DATED AQ& -H 0 Au hd Signature TOWN OF SOUTHOLD ��Q�gUFFot� G tBUILDING DEPARTMENT y TOWN CLERK'S OFFICE Nom+ 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#: 43987 Date: 7/19/2019 Permission is hereby granted to: 868 Broadway Corp 868 Broadway New York, NY 10003 To: make additions and alterations to an existing single family dwelling (covered porch) as applied for. At premises located at: 1340 Ships Dr, Southold SCTM # 473889 Sec/Block/Lot# 79.-3-22 Pursuant to application dated 7/12/2019 and approved by the Building Inspector. To expire on 1/17/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $308.80 CO -ALTERATION TO DWELLING $50.00 Total: $358.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following- A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1'. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00r�7/, Date. —1 L ZD New Construction: Old or Pre-existing Building: (check one) one) Location of Property: '- � House No. Street Ham et Owner or Owners of Property: Suffolk County Tax Map No 1000, Section �' Block 7 p Lot Subdivision �jf(Ec�f�s �,Q 9S I S `� C Filed Map. Lot: Permit No. r Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Cuti icate Final Certificate: (check one) Fee Submitted: $ Applicant Signature oF so���®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� sean.devlina-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Almare LLC Address: 1340 Ships Dr City:Southold st: NY zip: 11971 Building Permit# 43987 Section: 79 Block: 3 Lot- 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: JES Electrical Cont. License No: 4483ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition IX Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 8 Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 4'LED Exit Fixtures Pump Other Equipment. Notes: Inspector Signature: - Date: June 15, 2020 S.Devhn-Cert Electrical Compliance Form.xls TAO o,gfS0l/l�o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ F UNDATION 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 l [ ] PRE C/O REMARKS: lST G C�UrI DATE D INSPECTOR a OF SOU --- -- ---- -- - - - - --- - - v � lyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- 17FNDATION 1ST [ ] ROUGH PLBG. NDATION�VD [ ] INSULATIOWCAULKING MING /STRAPPING [ ] FINAL [ ` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I 1114X);D INSPECTOR _3q 8-7 a0F SOUj�, - # TOWN OF-SOUTHOLD •BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING - [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION r [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 74ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 'LZ INSPECTOR 111 h� l0 # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm '�� 765-1802 INSPECTION [ , ] FOUNDATION 1 ST [ ]'INSSULATIOWCAULKING UGH PL13G. FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] FINAL - [ ]- FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR pF so/jp, # TOWN OF SOUTHOLD BUILDING DEPT. cOU765-1802 INSPECTION . [ I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ' FOUNDATION 2ND [ I- SULATION/CAULKING [ ] FRAMING /STRAPPING _ [ ] FINAL [ ] FIREPLACE&-CHIMNEY [ ] "FIRE SAFETY INSPECTION' [ t FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: K 0 DATE T�0'rc� INSPECTORAY0 ho�aI SOUIyo� Lel / 7 1 . V S c� r # TOWN-OF SOUTHOLD BUILDING EPT: �o • io `ycnorm0 76S-1802 [ IPECTIONNS [ ] FOUNDATION IST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ j -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY f ' ]- FIRE SAFETI(_INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) �I�G / [ ] CODE VIOLATION [ ] PRE C/O �J REMARKS: _ DATE Ar 170 INSPECTOR FIELD INSPECTION REPORT J)ATF COMMENTS FOUNDATION(IST) O0 ------------------------------------ FOUNDATION (2ND) �y z ROUGH FRAMING& H PLUMBING l� � A'✓ e r INSULATION PER N.Y. y STATE ENERGY CODE Ll r -Zr FINAL ADDITIONAL COMMENTS ,11-202-0 c�_ � 60 eAgo-41 r (o re b V A H O z y x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO.J Check c Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to Disapproved a/c Phone: Expiration 20 Building Insp'eclbf APPLICATION FOR BUILDING PERMIT ` 1_ 4 i JUL 1 2 20S � Date , 20 y�y� .ems INSTRUCTIONS c D _ ,a.,, hts�applic titin JST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 setsdpl'aris,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. f,�LL« "moo ignature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises � f��K Cly (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No: Electricians Licehse•N6: Other Trade's License No. 1. Locti of land on which pro osed work will be done: �I� � House Number Street Hamlet County Tax Map No. 1000 Section Block Lot _ i f , I I Subdivision Filed Map No. i Lot • I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy I b. Intended use and occupancy E 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work j (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwellingjunits on each floor If garage, number of cars i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i 7. Dimensions of existing structures, if any: Front Rear ! Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories,..,. 8. Dimensions of entire new construction: Front Rear Depth" Height Number of Stories -__i 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner ^�� 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO i 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO I 14. Names of Owner of premises Address i Phone No. Name of Architect Address Phone No Name of Contractor Address I Phone No. I 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposeis and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the a�� (Contractor,Agent, Corporate Officer, etc.) CONNIE D.BUNCH Notary Public,State of New York of said owner or owners, and is duly authorized to perform or have performed the'said work arift QW%W g this application; that all statements contained in this application are true to the best of his knowledge an(�bAT r��gl�C11will b�au performed in the manner set forth in the application filed therewith. orn to before me this I day o 20- (PJA Notary Public Signature of Applicant 1 �TO�]E�.1\�J WATIE]k - Scott A. Russell Y'ZD� SUPERVISOR 1\�1[A INN A\�G�IEI\�1[IENT SOUTHOLD TOWN HALL-P.O.Box 117953095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southol d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 'I'ITIS PROJECT INVOLVE ANY of THE FOLLOWING,: Yes No (CHECK ALL THAT APPLY) ❑q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑' B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑& E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑0-F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. # 1000 Date ' Distract NAME. Section Block Lot / L&g.t jss D�et l /� Q **FOR BUILDING DEPARTMENT USE ONLY b **** Contact Information: t`p ( _ —n�; ) rrele bM Num6erl Reviewed By: — — — — — — — — — — — — — — — — - - - Property Address/Location of Construction Work: — — — — — — — —Date: — _ _ _ El Approved for processing Building Permit. t p( Stormwater Management Control Plan Not Required. /� L! Stormwater Management Control Plan Is Required (Forward to Engineering Department for Review.) FORM # SMCP—TOS MAY 2014 SO�jry Town Hall AnnexTelephone(631)765-1802 54375 Main,Road 41 Q int15.Po.-BoX11-79 ro�er.richertwsunv.us Southold,.NY,11971-095 Ol BUILDING DEPARTMENT TOMIN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � �� (,2.W,al Date: Company Name: �)e S Name: ,J r License No.: 83 O ie Address: D-17rg &X Phone No.: -1- JOBSITE INFORMATION: (*Indicates required information) *Name: ep*Address: *Cross Street: *Phone No.: 64&;,® n e m6i Pei-mit No.: &�4 3q t5 7 Tax Map District: 1000 , Sedtion: -71 Block: M Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) LJ (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Informationn ed) *Service Size: 3Phase 100 150 200 300 350 400 Other *New Service: Reconnect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Gb 410- UV 82-Request for Inspection Form REScheck Software Version 4.f.5 LCompflance Certificate �J( Project rear one story addition Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (4.57-2 CPQ} Permit,Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1340 ships drive Liberio Romano Robert Higgins Southold, NY 1140 Bay St 2C Robert Higgins Architect 5tatei3 Jqjand,V, -,1,0305 -5,044idden A a- es;Patti Wading River, NY 11792 631-208-3351 Compliance: 8.6%Better Than Code Maximum UA: 105 Your UA: 96 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects bow close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost'rel'ative to a minimurn-code,home. Envelope Assemblies Gross Area cay.lity Cont. U-Factor UA Assembly 'or 111�-Value R-Val.ue Perimeter Floor 1:All-Wood J oistfFruss:Over Unconditioned Space 263 19.0 0.0 0.047 17 Wall 1:Wood Frame, 16" o.c. 461 21.0 0.0 0.057 15 Window 1: Wood Frame:Double Pane with Low-E 177 0.300 53 SHGC: 0.30 Door 1: Solid 24 0.300 7 Ceiling 1: Cathedral Ceiling 263 30.0 0.0 0.034 9 Compliance Statement: The proposed building design described re 1 consis with the building plans, specifications, and other calculations submitted with the permit application.The proposed uIldi g has e n designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requi eme slist in t RESch nspection Checklist. -robert"higgins architect /2019 Name-Title Signature Date Project Title: rear one story addition Report date: 09106/19 ,Data.ffflena4ne: C:Wsqrs\MmJn\D4o fpgpP\CA:�RY-P,14-4\ad Shvi rk ,Page I of 9 r;es,,(;bec*f cM REScheck Software Version 4.6.5 Inspection, Check!st Energy Code: 2015,IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by-the user in the REScheck,Requirements screen. For each requirement, the user certifies that a code requirement wiltbe met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. -,Section - - - 3 _ Plans�Verified'; Field,Verified;, `I k-_ Pre Inspection/PI'an,Review • ,Complies? .0 ments7Assumptions., ;a..- Value' ,`°":;'' Value Rem D 1.1 '�{� 11'::•,1" - 103.1, ;Construction drawings and E]Complies ;Requirement will be met. 103.2 !documentation demonstrate +, .`z; =- = (]Does Not [PR171 energy code compliance for the €: _ _ Not 06serva�le building envelope.Thermal _hsa s` e5� envelope represented on L -_ ; {s € K' ;�Not Applicable ; construction documents. a r 4µ, {3`` 103.1, ;Construction drawings and _ - =_ _ '- s' s;• -Zlcomplies ,Requirement will be met. 103.2, documentation demonstrate Does Not 403.7 !energy code compliance for :'y [PR311 lighting and mechanical systems. ; `{ _ __ ,;.:;)]Not Observable ; i _ _- T:':t=,ONot Applicable 0; Systems serving multiple F;_ '':: ,;, ,,.'t: __;_. F dwellingunits-must demonstrate <<'` w''r" ;compliance with the IECC ;Commercial Provisions. = - 3fl2•;l;y'>=;ut�3eatang and cooling equipment is; •Heating: :4Heating: i0corriplies Requirement will be met. '403:7 x �-,sized per ACCA Manual S based Btu/hr Btu/hr E]Does Not `u on lgads calculated per ACCA ' Cooling: Cooling: bNot Observable j �ManuaL.1 or other methods Btu/hr Btu/hr ;phot Applicable 3 .,ya, ,;;approved by the code official. ! Additional Comments/Assumptions: 1 + 1 IKIgh Impact(Tier 1) 2.` Medium Impact•(Tier 2) 3: Low tanpact(Ter 3) Project Title: rear one story addition Report date: 09/06/19- Data filename: C:\Users\Admin\Documents\Ct3PY"D 11,041additions\2019\13413 Ships Dr\res check.rck 'Page 2 of 9 SCC#loll Plans'Verified,', -f6eld,Verified__ - # _ Framing/_Ft®ugh-ln Inspection, - _ r Complies. - `Coenrrlents%Assumptions` =Value,-' -_ Value 402.1.1, ,DoorlMactor. ' +u- ; 'u- =❑Complies ;see the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FR111 ;❑Nat Observable '❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ';❑Complies ;See the Envelope Assemblies 402.3.1, ;average). °❑Does Not ,table for values. 402.3.3, 402.5 ;❑Not Observable [FR21i Ukot Applicable Q 1 303:1.3. i! -factors of fenestration,products `, "" ;❑Complies Requirement will be met. 1 ,. -a' 'S_" °'-.,r-a.,yy -`; -<'K `='''` ❑Does Not [FR41 are determined in accordance _ ->_ 4 ;with the NFRC test;procedure or ,taken,from the default table. - _ = ____ ❑Not-Observable ' j},- _ _ ; ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier " y- ❑Complies :Requirement will be met. [FR2311 fiinstalled,,per-manufacturer's ,_'❑Does Nat } w, instructions. f` ; i ,,❑Not Observable ❑Not Applicable 402.4.3 :Fenestration that is not site built ``=A` _ _.'- - ;:,;❑Complies !Requirement will be met. [FR2031 is listed and labeled as meeting =1]Does Not k AAMA/WDMA/C 5A 101/1.S.2/A440'r; X31 ,<r;'R :' i. ..?v' r ," ;r <- rt❑Not Observable ;or has infiltration rates per NFRC ❑ 4LL r Not Applicable 1400 that do not exceed code :limits. 402:4:5 'SIC-rated recessed lighting fixturesf° ❑Complies ;Requirement will be met. [FR1612``°;3sea led at housing/interior finish ;= -__ =>❑Does Not and,labeled-to indicate s '0 2. +cfm u ,' = r f_ ;y: _,,❑Not Observable leakage at 75 Pa. , ❑NotApplicable 4r 403.3.1 ',Supply and,return ducts in attics QComplies ;Requirement will,be met. [FR1211 'insulated >=R-8 where duct is ❑Does Not 3 inches in diameter.and >= r J ,. >_ ❑ , Not Observable !'R-6 where<•3 inches.Supply and ` '❑Not Applicable return ducts in other portions of + ;the building insulated>=•R-6.for ;diameter->= 3 inches and,R-4.2 F ;for<3 inches in diameter. f" - r? 403,3:5 . Building cavities are not used,as ❑Complies ;Requirement will,be met. [FR1513- ducts or.plenums. :`-Y ;' F❑Does'Not �_❑Not Observable ; -- ONat,Applicable 403:4--,�­,'MVAC piping conveying fluids R- R- ❑Complies ;Requirement will be met. [,Fkl7gV,9's above 105°F or chilled fluids 47IDoes Not d•'below 55 QF are-insulated to>_R- =❑Not Observable !❑Not.Applicable 403.4.1 ;Protection of insulation on HVAC =w= _ g' ;- =❑Cornplies ;Requirement wiH,be met. [FR24)1 piping. -_ _ s--, - .z - _s:',i` - --j❑Does Not ?❑Not Observable , ❑Not Applicable Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [F 18 z :, >_R-3. -❑Does Not ;❑Not Observable =3 I❑Not.Applicable. Automatic or gravity dampers are 4.'w.i;*'' F'' `.5 ;T. }❑Complies ;Requirement will be met. [F,RT912 installed on all outdoor air ❑Does Not 4 _ f intakes and'exhausts. u: - ty❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) `42 Medium lmpact(Tier 2) 3 Low Impact,(Tier 3) Project Title: rear one story addition Report date: 09/06/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2019\1340 Ships Dr\res check.rck Page 4 of 9 Q_lRE4___ao "_______ ` ice°____ 'e�!€taasgs®eras :,:eoes�ae�ea`s%���aema�c6v�5: 1 I Hfgh Impact(Tier 1 2 Medium impact,(Tier 2- 3 1 Low unpact(Tier 3) Project Title: rear one story-addition Reportdate: 09/06/19 Data filename:CAU,secs\Admin\Documents\COPY D II'Madcritions\2019\134 3 Snips Dr\res check.rck 'Page 5 of 9 ` ` .` o ^ ,Sectidn* -Field'Ve ents/A Wriftd- uim stu linspeittion rovisic "66- FI 402.1.1 �,Celling,insi4latiGn;R-value. R- See the Envelope Assemblies I 402.2.1, Wood, wood !E]Does Not table for values. 402.2.2, 402.2.6 EJ:Steel Steel, ;ElNot Observable [Fil]' t�E[Not Applicable 303.1.1.1, :Ceiling insulation installed per n,_-.,'--,T1Complies ;Requirement will be met. 303.2 manufacturer's instructions. [F12]1 Blown insulation marked every `!� E]Does Not :300 ft2. 022341, Vented attics with air permeable Wrement will be,met. insulation include baffle adjacent ;to soffit and eave vents that [:]Not Observable extends over insulation. ''';`'; [DNot-Applicable 402.2.4 Attic access hatch and door R- R- 'LlComplies :Requirement will be met. I1=13]1 PinsUlation a-R-value,of-the IDDoes,,Not adjacent assembly. UNot Observable ;[]Not Applicable,J 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 DComplies iRequirement will be met. [F11711 i ach in Climate Zones 1-2,and 'ElDoes Not <=3 ach,in Climate Zones 3-8. ONotbbservable ENot Applicable 403.3.4 Duct tightness test result of<=4 cfm/1M cferilloG TIComplies Requirement will-,be met.. [F1411 cfm/100 ft2 across the system or ft2 ft2 :E]Does Not <=3 dm/100 ft2 without air �_LjNdt Observable @ 25..,Pa.-For,rough4n ;[]Not Applicable tests,verification may need to :occur during Framing,Inspection. 403.3.3 Ducts are pressure tested-to cfm/100! cfM/100 ElCompfies Requirement wiltbe met. (F12711 determine air leakage with- ft2 ft2 'ElDoes Not either: Rough-in test:Total flNot Observable ileakage,measured with a I❑- 1 pressure,differential of 0.1 inch ;[]Not Applicable �w.g.acrdss'the systemAncluding :the manufacturer's air handier i enclosure if installed at time of ,test.Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch :w.g.across the entire system I including the manufacturer's air ,handler enclosure. 403.3.2.1 ;Air handier leakage designated Requirement will be met. JF124]1 '.,b manufacturer at<=2%of y design air flow. -Obble ; E]Not serva E]Nbt,Applicable !Requirement will be met. J, 403:1:3 Programmable thermostats ,-_­"--,4E1l5oes Not installed for control of primary heating and cooling systems and able EINot Observable i n manufacturer to initial) set by manuf', EINot Applicable code specifications. He-at pump thermostat installed!- DDoes Not Requirement v%61L�be met. ;on heat:pumps. E]Not Observable plicable ',,JCirculating service hot water ;Requirement will be met. [FP11,1?2-�'csystems-have automatic or "ElDoes Nbt accessible manual controls. ----',[]Not.Observable . k NotApplicable _JA I High Impact(Tier 1) npact(Tier 2) 3,1 Low lmpact(Tier 3) Project Title: rear one story addition Report date: 09/06/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2019\1340 Ships Dr\res check.rck Page 7 of 9 ....... ............. Settibi PIbns",Ve6fIdd,,-� FidIdNerif ie ssu ns' Rrovisions' -C�omp nal,Inspect on a ue YA !Requirement be met- 0 L-3'�. Compliance certificate posted. -�z-10complies . --,-,E]DoesNot E]Not observable Applicable I=T]Complles Requirement will:be met. -3 303 --,.,�;,-,!Mantifacturer manuals for 13 mechanical and'water'beating Oboes Not systems been provided. •p-,;�ONot Observable J y[3W Applicable Additional Comments/Assumptions: I-t,I tagh,impact(Fier 1) Impact(Tier 2) 3,. Low impact(Tier 3) Project Title: rear one story addition Report date: 09106119' ,Data filename:-C:\Users\Adrnin\DocumeTits\COPY'D--11,04\addkions\2019\'134,0 5-hips"DAres check-rck Page 9 of 9 2015 MCC Energy Efficiency carNficate Afis6lation Rating R"-ValUe Above-Grade Wait Below-Grade Wall 0.06 Floor 19.00 Ceiling:/'Roof 30,00 Ductwork(unconditioned spaces): Window 0.30 0.30 Door 0.30 Heating System: Cooling System.- Watee Name., Date:. Comments � N/F \ SCTM 1000-079-D3-20 I -_ _ r N,4'0709' E 79s_ •�''7�'�'-" (CONNECTED TO PRIVATE WELL) •mos I \\ N 10.19,41 WDXS IV N/F JOAN TYRER i SCTM 1000-078-D3- _ (VAS a� r0 Q ro f 4Ixfir ee 26 �r1D 1 I / -- oii : " 1 / {O� i tU M�+- Lf• 1 Di af OSTMI 1 ORIYEV4 DONALD/A 1 . 7' i /-- — _• SCTM 10OD-079-03-21 1 , / .. (CONNECTED TO PUBLIC WATER) C_T I17 1 . O I / t 1 _i31 / I / y 1 I + rt• � 1 w o / DFJ/009E?D AarA ��J f?fJ'�D' !o �^ ,1 /•• � � ...._ •_ + _ —� N 61.10EW RD \ C 0e PAv6NLNr _ • -==---_- N 4 BATVIEW Ru p IW._ W 4 W •: ` W--'- W W.s.-�....W...., v.w- __ 71- EX SCWA MAIN \ \ TAP". O EX WELL a ` T I ^ I ■MIn9 Dttwrt r I j roar ar nAVLfICNr _•,��� JANET EMARIN N/F ........ -- - SCTM t00D-079-079-03-39 _. _�,.,.v�__•'��'�_�...,.. - I n (CONNECTED TO PRIVATE WELL) 1 9%IsnNG10 GER N/f N 11� IN USE R „'E, ANNE J SWAN ON 0• q D v. Q f !R `CONNE BU SCTM 1000-079 03-37•t � t � �'• WATER (CONNECTED TO UBUC'' /a f .• A e } '• LD S 6 WATER) Q :G7 0 -F o r ✓fa1,1nf P - f ' Qh IA+v °' ' q � Na =o(GONNA U-LaOIOTM1No 0 � Q S % E% WETLAND ,�: `f ! 13 it I NI I � I 1 KATHLEEN LAGREGO 2014 IRREVOCABLE TRUST SCTM 100D-079-03-19 - .. ` N/F - _ urn=rU- ry •'r r' SCTM 1000AND-079-03-20 N 4.07'09'E 3'3r—- I 1 n r ��� Fi i�Y�aa°i! �{'� HEAL �7 VICES \ (CONNECTED TO PRIVATE WELL) --�---��-- �� J t�C 1r-•L C!=�'JL P lR!•° I ^ �'� "•�pb�y� J''L .'�'/�. L� � � xac9s I T a'9 vPl�(i1{� Q•/,VFJ/f�•l..�i_O 1r"JQ�7.�1�s s:t'Y4�[Jk.Stea. �t"/.rP9e D / '•=________—__ ,,, I I , ± d�',R 019 �,, ri��t4 j bl _ V�. ! ! 66g-0N 1D•1 Woo9s -_-„4 v p3`, �-�-(�J•,`',c�DED a j a s��lh'�:i•-'�:c j,tsl,i It�- a�a • Jl„1 c rmpf y fiaGl:lfAy r t^a•s. a c^•!;»r` N/F �£ I fhlu e'aG�iLli7h a t•_1: P;t3Y$ 46 JOAN NITER p.�j ..T7°QTOihr�•.:.�;L^ '1E= 2w '"'chi I I SCTM 1000-079-03-23 1 �j'J*� yll��l}/y�E� Z I (VACANT) ;eg,1�LV?�r./�• - Y:D In Chief of Iv ' tic yo , 1� �'V6:�1)c? i:L?7ErI � I I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SCDHS REF# R10-17-0020) / a6'>r Nrvnu.NO T f'y'� ' S� 2f 5• I I o _ BUILDINGS. LEGEND � I p2• i to I � EXISTING 2 STORY RESIDENCE J EMSRNG 2 STORY RERDOCE r E 16 ti EXISTING RESIDENCE ON G 4 BEDROOM 4 BEDROOMS W/EVSEWTM i ~ / _ L 1 --- R-40(RESIDENTIAL) w J v ' I ry \ PROPERTY LINE SITE DATA. ---11 0---EXISTING CONTOUR ---"s------- ���fff o zr i -- a-vE xraac -- I scrMg II 2ND SrORY STOhE 1 1000-79-03-22 I avw PDRCM it I DRIVEt.'9Y ^'-""""' EXISTING TREE LINE SITE AREA 0664 ACRE 2 j r J� I E I SDg EXISTING,SEPTIC TANK N/F I / 1 I (�) EXISTING SANITARY LEACHING POOLI SURVEY NOTES DONALD AVRIEMMA I 31 7' —S—S— EXISTING SANITARY PIPE 1 MEASUREM_Is ARE IN ACCORDANCE WITH US STANDARDS SOTM 1000-079-03-21 I r0 / I 2 BEARINGS SHOWN ARE IN NEW YORK STATE PIAN COORDINATE SYSTEM LONG ISLAND (CONNECTED TO PUBLIC IST ZONE WATER) LOJ� 1 E I I EXISTING 10'0 DRAINAGE STRUCTUFE (OPEN GRATE) 3 ELEVATIONS SHOWN HERE ON REFERENCE HAVD 1988 m i 17 1'1 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED EXISTING 1" WATER SERVICE LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2.OF THE 1 NNEW YORK STATE EDUCATION LAW 5 TEST HOLE LOCATION ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR'INKED-SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES IX TREE LINE 6 CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCOROANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED IX UNDERGROUND WATER EW THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID 1 / v CERTIFICATIONS SH/LLL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS / EX PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND N WATER / LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING Q _ {} / £ METER P.IN=25 So' I / • SUBSEILON CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL MSRTURONS OR OWNERS -- ..l- _•--��__ J -- r _ 1 _\- ) \/ __I �[-_ I 7 R GBHTS-OFA-W NOOT SHOWN ARE NOT CERTIFIED to / — / J —S 7-52J9- V 18 OS L-•.:--� / — —25--- — L-� I —y - { 1 8 THE SURVEY CLOSES MATHEMATICALLY �•( / EDGE p-vOyBED AREA y `j N 13AYVIEW RD �5a E OF PAVEMENT N 13AYIAEW RD p \ _ IX WELL Ex scYw MMN \ EX I" ' — SANITARY AS— BUILT � �,!_`-1D iN' 8 R � l � TAP DISTANCES U p \ SHIPS DRIVE STRUCTURE A B Q� O • , ST 15' 24' MAY - z ?019 L F_ EDGE aF PAVEtrENr ' LP 30 5' 27 FF GCS-d�EAM B;\ NER OF CE _NN F _ _ _- __ __ 1_ / - 1 - • BUSLOINGTO CEANCE AREFNTER OF ROM RSTRUCTUREEAM_ _ � �a`Y'�` 2 y w JANET E MARIN - < 5f 'SCTM 1000-079-03-39 rb+®gT{7y T®3FSOUTHO ^Z = IL+. 8 71I lV ►a 'U YJLY lulW - a (CONNECTED TO PRIVATE WELL) EXISTING 1 L NO N/F _ IN USE R RESIDENCE ANNE J SWAN 03 C- d '•. f p aO o (>, i Tr•._�, �,� "'• \ CONNECTq TO PUBU SCO(CONNECTED 79 03LIC _ u '. ECJ �L -I 6 f d `i:Ap 1�it '' 1 WATER r (CONNECWATER) UBLIC a y ;. -� �`o yfj•} '�,;, �, RLFGMTS pR : \ /; 2/26/19 MF AS PER COMMENTS FROM SCDHS DATED 2/23/19 CFD • r �+ �, lll���111/// �o 5 - M1 M c L Co - "- -';} f'" DINO SHOVA / I AICIf] DATE BY DESCRIPTION APPROV BY E ,•,J� '� Z} ' Fj Y' �' \ SCTM 10130-079-0-38 ` 1T:7_t`V �/ ( A-Yq-Rpn Gh if Q' '`•) (CONNECTED'TO PUBLIC / �4 0 �� REVISIONS l' 1n a n WATER) Df& TOWN OF SOUTHAMPTON o d EX WETLAND ��, ti -�?o q - G7 JT SUFFOLK COUNTY NY E v �,c, 57 ; It - !4•¢ �"cl MIT` \ 1340 SHIPS DRIVE;__ EX SANITARY AS—BUILT P LAN� f. o yL � L. K. McLEAN ASSOCIATES, P.C. ti 't7 c '�.rJ' '. N•~ V' 6� 1 _ 1 S `�� CONSULTING ENGINEERS 07 SDUDI COUNTRY RD.BROOIMAYDI.NEW TOAR 11719 E (" 1 ".r Sheet No Designed By MF CFD cale AS NOTED s ti pF�t•J!'CSS1Q! LO ATION AP (L- PROJECT LOCATION J �� ;,, SITE PLAN Dr By MF Dole FEBRUARY 2019 SCALE 1"=30' S A 3 tL U w CALE•1 1,000', ` Approved By RGD F.I.No 1]011.000 R074-L GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code 15. No backfill shall be placed against the foundation walls MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted by NYS, The 2017 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundation USE LIVE DEAD the NYS 2017 supplement to the New York State Ener conservation LOAD LOAD NUMBER AND TYP PP Energy DESCRIPTION SPACING AND construction code ( revised August 2016 ); 16. Double joists under parallel partitions and under whirlpool tubs. Uninhabitable attics without storage 10 OF FASTENER LOCATION Additional Code Compliance: Double around openings in floor and roof framing. 2015 International Building Code; Plumbing code; Fire code; Mechanical code; Uninhabitable attics with limited storage 20 io ITEM ROOF FRAMING Fuel gas code; Existing building code; Property maintenance code. 17. Metal flashing shall be installed were concrete abuts wood, Habitable attics&attics served with fixed stair 30 io drawings WHETHER they etre indicated on the Plans or NOT. 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")DR EACH RAFTER,TOE NAIL ALL CODES shall supercede the drawings and shall be incorporated into the and were decks abut house framing. 3-8d COMMON Balconies(exterior)and decks 40 10 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")DR 18. Install joist hangers at all flush structural load bearing conditions. Fire escapes 40 20 CEILING JOISTS NOTATTACHED TO PARALLEL 3-Sd COMMON P EACH JOIST,TOENAIL Additions,Alterations & Renovations: shall conform with Appendix J of the IRC Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP as amended by the NYS Uniform Code Supplement. 19. All habitable rooms shall be provided with aggregate glazing area 4 CEILING JOISTS ATTACHED To PARALLEL TABLE R802.5.1(9) EACH LAP of not less 8 percent of the floor area of that room, and the minimum Guard in-fill components 50 RAFTER HEEL JOINT 2. Written Dimensions take precedence over scaled dimensions openable area to the outdoors shall be 4 percent of the floor area being passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON(3-) FACE NAIL TO EACH RAFTER ventilated. Refer to IRC Residential Code section R303 3. The contractor prior to the start of construction shall verify all Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND NV dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE ` 7 k OF EACH RAFTER OR TRUSS 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 21. Vent dryers to exterior as per IRC Section M1502 Stairs 40 20 installed 'n accordance under latest State approved Building Codes. Vent range hoods as per IRC Section M1503 shall be Ins d I Pp 9 e g p 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 Roof 20 20 3-1od COMMON TOE NAIL 3-16d BOX OR electrical or plumbing sub-contractors. 2-16d COMMON END NAIL Electrical certificates are to be provided the electrical contractor. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per Z the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity outside of each separate sleeping area in the immediate vicinity of the bedroom 6" DIAMETER -► STRUCTURAL MEMBERS DEFLECTION O of 2000 pounds per square: Foot. All Footings shall be 36" below grade Minimum. It shall and on each storyof the dwelling, including basement and cellars and not less than ( I 8 STUD To STUD(NOT AT BRACED WALL PANELS) 3.5 COMMON 9 9 Rafters having slopes greater than 3/12 with 3.5"x 0.162" 24"O.C.FACE NAIL _ be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/i80 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL disturbed by construction. interconnected and hard-wired to a commercial source. ,;rte"` INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-112^x 0.162^ WHENEVER an alteration, addition, or conversion is made to an Existing ONSTRUCTION TYPE Interior walls and partitions H/180 d COMMON "II" "II" " O "V BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES Where the building official determines that in-place soils with an allowable bearing capacity Residence,the smoke detection system of the ENTIRE residence must be ' I tv, R 10 (38d B x o(2-1/2 Q of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall brought up to code, hard-wired and interconnected. L/iso OR BOX(2-1/2"x0.113") be determined b a soils investigation. 11 CONTINUOUS HEADER TO STUD TOE NAIL Y All other structural memebers 12 TOP PLATE TO TOP PLATE OR 4 O COMMON Q \_ REFLECTIVE RED L/240 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL � T 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 PANTONE#187 Exterior walls with stucco finish 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have of the 2015 IFC as amended by the NYS 2017 Uniform Code Supplement. H/iso DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-116d COMMON OR FACE NAIL ON EACH SIDE OF END � Z an ultimate compressive s Exterior walls-wind loads/brittle strength at 28 days of 3000 psi. Except exposed slabs, Shall be Installed outside of each separate sleeping area in the immediate finishes L/24o SIESMIC BRACED WALL LINE SPACING<25'13 12-1sd BOX JOIST)MIN 24"LAP SPLICE LENGTH) araae slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 s p p vicinity of the bedrooms. combination carbon monoxide and smoke alarms REFLECTIVE Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-112"x 0.135") FACE NAIL ON EACH SIDE OF END 1'1 Q International building code and NYS amendments. shall be permitted in lieu of carbon monoxide alarms. SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24 c LAP SPLICE LENGTH) J All Concrete shall conform to the latest ACI standards. WHITE FIELD L=span length,H=span height ^ 1 All CO alarms shall be connected to the lighting circuit with no intervening wall 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR 16"O.C. FACE NAIL 7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All switch with battery back-up. Battery-powered alarms are not allowed. IRC TABLE R802.5.1(9) OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL 0 O Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 106 -. +- RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Min. Fb for dimensional lumber= 850 psi. 24. WALL BRACING: Buildings shall be braced in accordance with IRC DESIGNATION FOR STRUCTURAL OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. section R602.10.4.2 Continuous sheathingmethod. COMPONENTS THAT ARE OF 1/2" RAFTER RAFTER GROUND SNOW:20 PSF (I J �J) Includingbut no tlimited to: Deck Framing, Posts, Headers, Girders& Ledgers. TRUSS TYPE CONSTRUCTION SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL 9 9 End conditions for braced wall lines for the continuous sheathing shall conform STROKE to Figure R602.10.7. Braced wall panel connections "F" FLOOR FRAMING INCLUDING ROOF SPAN 2-16d COMMON W t0 8. ALL SY-TERIOR LUMBER Shall be ACQ requiring the following: shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) GIRDERS AND BEAMS 17 TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL d"' a.) All Fasteners shalt be Hot Dipped Galvanized -ASTM A 153 class D 12 FT 20 FT 28 FT 36 FT 2-i6d COMMON O "R" ROOF FRAMING or stainless steel. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 3-8d BOX co b.) Use Copper flashing Only against ACQ Lumber Sill Plates P "FR" FLOOR AND ROOF FRAMING NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL 0 provided to transmit the applicable uplift forces in section R80211.1 from the r c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc roof assembly to the foundation. UNDER SECTION 602 of THE BCNYS 3:12 16"O.C. 5 8 10 13 shall be Hot-Dipped Galvanized or Stainless Steel. 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4: 12 16"O.C. 4 6 8 10 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 5: 12 16"O.C. 3 5 6 8 2 = `� C E N installed in accordance with the manufacturers latest installation details, TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 0.0 y as per Table R905.2.4.1 of the IRC Residential Code. d w. ° E �, NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD � v �o Framing connectors,Alllowable Hole diagrams, specifications, etc. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or 7: 12 16"o.C. 3 4 5 6 0 p ro. d L o a 0 r "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi copper roofing nails, minimum 12 gage shank with a minimum- Applicant shall provide engineered wood placard E `" °° g p p PP 9 9 9 PP P 9 P SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND ,o c o u c Parallam PSL Design Stress: E = 2.0, Fb=2,900 psi, Fv= 290 psi 3/8 Inch diameter head. The fasteners shall penetrate through the roof sheathing on or adjacent to electrical meter box for field inspection. 9: 12 ts"O.C. 3 4 4 5 PARTICLE BOARD WALL SHEATHING TO FRAMING ° z 0. "Anthony g p p comply P 12: 12 16"O.C. 3 3 4 4 TABLE R602.3 1 $ c _ o Anthon Power Beam.. Design Stress; E =2.1, Fb=3000 psi, Fv= 300 psi and Com I with ASTM F 1667. Minimum number of fasteners as per manufacturer Residential structures with Truss type construction �g a�c o•�, but not IeSS than 4 per Strip. Pre-Engineered Wood Construction And/or Timber Construction SPACING OF FASTENERS 22.2 `o.0 " ` y 0 P 6 Y 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, for new dwelling and/or any addition,alteration DESCRIPTION OF NUMBER AND TYP = lit 2 2 c, >a = cL S THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE �'�' = o '� 0 = 3 each sleeping rooms in (basement, habitable attics, and every sleeping room 27. Flame Spread Index: R302.9 a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING 15£ 3 L o=49 m m shall have at least ONE operable emergency escape opening as fOIIOWS: g p shall be affixed on or adjacent to an electric box attached to the exterior SUPPORTS GABLE END WALL FRAMING 0 0 c v wall and ceiling finishes shall have a flames read index:5 200 I y LOCATED HIGHER IN THE ATTIC THE HEEL JOINT a� _ d 2 5 y v+ P 9 Y P P 9 of the structure for field inspection CONNECTION SHALL BE INCREASED AS FOLLOWS: „- 6d COMMON y �' c c= Cc vs`o Sill height of not more than 44 inches above finished floor. Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies {SUBFLOOR,WALL) " „ d d _ _ = s d w = o E A. Minimum net clear opening of 5.7 square feet. & attics shall have a flame spread index:5 25 s . o a o w ° o 30 3 8 2 8d COMMON(ROOF) 6 SEE NOTE A 6 -L ` d N ro 3-- H c/ H r HEEL JOINT AJDUSTMENT FACTOR 0 a 2 _ d m�- = Except grade floor openings shall have a minimum net clear 31 "� 8d COMMON 6" SEE NOTE A 6" E ` ` t= E ` ° Smoke-developed 19!32 - 1 L N�, ° P �o = ° opening of 5 square feet. ped Index: R302.10 1 / 3 1.5 `g°�' z � y c U = y d -._ Q N C d C N O B. Minimum net clear opening height shall be 24 inches. wall and ceiling finishes hava asmoke-developed index s 450 = o �� = t g ; o 8- a) C. Minimum net clear opening width shall be.20". Insulation material,vapor retarders within roof,floor, wall, ceiling assemblies 1 /4 1.33 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7�" ° &a d Er ►- m E a 0 a D. emergency escape and rescue openings shall be operational &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 1 / 5 1.25 from the inside of the room without use of keys or tools. 1 / 6 1.20 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" Z WHERE Basement contain more than one or more sleeping rooms, 28. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended an emergency escape opening shall be provided for EACH sleeping room. by the NYS Building Standards and code 2017 UNIFORM CODE SUPPLEMENT TABLE R301.2.1.2 IRC Windborne Debris protection 0 O = Emergancy escape and rescue opening shall open directly to the outside dated March 2016. Fastening Schedule for wood structural panels EXTERIOR WALL WOOD STRUCTURAL PANELS W I- -a 0- TO RESIST WIND PRESSURES TABLE; R602.3 3 � EXCEPTION: Grade floor or 13ELOW grade floor openings shall have RC TABLE 802.11 ( ) I- V C I a net clear opening of not less than 5 square feet. 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324,Appendix U, Fastener Panel Span Panel Span Panel Span RAFTER UPLIFT CONNECTION FROM WIND J 0 W Cn International Fire Code, 2015 IECC appendix RB and as amended by the Type Less than or less than or less than or WALL Z Z _J CD NYS 2017 uniform code supplement. Provide, MINIMUM NAIL MIN WOOD WOOD NAIL SPACING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each pp but not limited to: Solar ready equal to 4 feet equal to 6 feet equal to 8 feet RAFTER ROOF EXPOSURE C STRUCTURAL PANEL STUD Q -J Z Q 4� r roof zone area of not less than 300 s ft.Access and pathways, p NAIL SIZE PENETRATION STRUCTURAL SPACING EDGES FIELD W continuous run of treads or flight with FOUR OR MORE RISERS. q• p y , roof access points, SPACING SPAN Q Q F- Handrail Height measured above stair tread nosing, shall not be less than 9 P y No 8 Wood screw ( ULTIMATE WIND SPEED PANEL SPAN RATING THICKNESS round access areas. panels shall not be located less than 18"from a valley (FEET) _ � V W 16 inches 10 inches 8 inches '0 34 inches and not more than 38inches. All Handrails shall be continuous based anchor with 130 140 8d COMMON NAIL 0 W F- +_• N A permanent certificate indicating the"solar-read zone"and other requirements on center on center on center " " 1.75 INCH 24116 1/2" " " the full length of the stair from a point directly above the top riser of a flight P 9 Y q ' emenld r. 2 inch embedment ROOF PITCH ROOF PITCH (2.5 X 0131 ) 16 O.C. 6 12 W Z to a point directly above the lowest riser of the flight. Handrails adjacent to this section shall be posted near the electrical panel or water heater by the builder. lenght <5:12 2:5:12 <5:12 2:5:12 W J � CL a wall shall have a space of not be less than 1-1/2 inches between the wall � a � P 214 201 263 247 INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 and the handrail. see IRC;code for exceptions. Refer to The main electrical panel shall have reserved space for a dual pole circuit breaker No 10 Wood screw is"O.C. f2 IRC Code for grip size specifications. for future solar electric installation and labeled"for future solar electric". based anchor with 16 inches 12 inches 9 inches 2 inch embedment 16"O.C. 18 277 259 342 322 GYPSUM BOARD FRAMING SPACING OF FASTENERS 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 lenght on center on center on center GYPSUM BOARD 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" HICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS above the floor or grade(below shall have a railing not less than 36 inches 1 s"O.C.o.c. 24 340 318 422 396 To WOOD FRAMING FRAMING SPACING NAILS SCREWS "O.C. 28 348 358 476 446 in height. Railings shall have Top rails and Balusters and Bottom rails that are 31. NEW Construction/Additions &Alterations: 16 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed It shall be the responsibility of the General contractor or his subcontractors to submit WALL EITHER DIRECTION 1s"O.C. " 916"O.C. 32 427 398 529 496 8 1611 � by the riser, tread and bottom rail of the guard rail at the open side of a stairway in detail the design, calculations, drawings,written statements of the mechanical, a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. CEILING EITHER DIRECTION 16"O.C. 7" 12" D are permitted to be of such a size that a 6 inch sphere cannot pass through. air conditioning,ventilation. heating systems ( new, existing or upgraded) 16"O.C. 36 469 438 538 547 5/8" WALL „ „ 6d COOLER NAILS N W Open sides of stairs with a total rise of more than 30 inches above the floor or stamped by a professional engineer if required by the Owner or Building Dept. b. Fasteners shall be installed at opposing ends of thewood structural panel. EITHER DIRECTION is"O.C. 7 12 N O grade below shall have guards not less than 34 inches in height measured Fasteners shall be located a minimum of 1 inch from the edge of the panel, is"O.C. 42 535 ass 664 622 TYPE"X" AT 1-7/8"LlONG 6d COATED NAILS OR 16"O.C. 48 599 559 1745 697 GARAGE CEILING PERPENDICULAR 16"O.C. 6" 611 EQUIVALANT DRYWALL SCREWS. Z vertically from the nosing of the treads. CODE COMPLIANCE STATEMENTS: 5/8 BENEATH SCREWS SHALL COMPLY WITH Lu cn c.Anchors shall penetrate through the exterior wall covering with an embedment length of HABITABLE ROOMS IRC SECTION R702.3.5.1 m 6 Q 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window not less than 2 inches into the building frame. Fasteners shall be located not less than m W lat. iVA-L_,r Vvi I ri ALL UULJC _ opening is located LESS than 24 inches above the finished floor and GREATER 1. The windows selected for this project shall meet 2-1/2 inches from the edge of concret block or concrete. A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOFS I A 6i than 72 inches above the finished grade or other surface below on the exterior the egress requirements of R310. END WALL FRAMING SHALL BE SPACED 6"O.C.. Mi'iL §i ATE & TOWN 3> U of the building, window must be provided with a window opening control device d.Where screws are attached to masonry or masonryl;tucco, they shall be attached AS REDUIIRE D A i� IFS 9 P P 9 2. All windows shall meet Section R308 Glazing and A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SU OR S that compiles with IRC 8312.2.2.Window Opening Control Devices. using vibration-resistant anchors having a minimum ullimate withdrawal capacity of SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO R308.4 Hazardous locations. 1,500 pounds. GABLE END WALL FRAMING SOUTHOL 'ZBA 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in 3. Windows were required shall meet the Window Fall accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be protection requirement R312.2. RET� HOLDTOWNPLAN NG�7 0 ;Iit S T OPV WATER R!JN1OFF PURSUAtJTO CHAPTER 236 OLD TOWN ' installed per IRC R 302.12 thru R302.12.1 4. Bathroom windows shall meet the hazardous -ES glazing requirements as per 8308.4 OF THE TOl'JPd CODE. Fireblocking materials R302.11.1 shall be as follows: g g q p CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA N.Y.S.DEC 1. Two-inch nominal lumber 5. Stairs, landings, railings & guards shall comply 2. 1/2"gypsum board with R311 & R312 WIND DESIGN SUBJECT TO DAMAGE FROM M� 3. Batts or blankets of mineral or flberglas shall be permitted for compliance 6. Outside lighting shall comply with RE 3803.3 GROUND* WIND Mh.+T�l with the 10 foot horizontal fireblockin in walls constructed using parallel 7. Stairwa Illumination shall Com I with 8303.67 SNOW SPECIAL WIND SIESMIC WINTER ICE SHIELD AIR MEAN g g y p y LOAD SPEED TOPOGRAPHIC WIND BORNE EXPOSURE DESIGN WEATHERING FROST DESIGN REQUIRED FLOOD FREEZING ANNUAL rows of studs or staggered studs. and R303.8 (MPH) EFFECTS DEBRIS LINE TERMITE 4. cellulose insulation !installed and tested In accordance with ASTM E 119 or REGION ZONE CATEGORY CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP 8. Fireblocking shall comply with R302.11 thru R302.11.2 N UL 263,for the specific applications 20 LBS 6140 No NO NO „ MODERATE rn 9. Draftstopping shall conform to R302.12 thru R302.12.1 1/2 structural plywood B B SEVERE 3-0 TO HEAVY 15 YES NO 1500 or less 52.2 ) l� -.4 Draftstoppping material R302.12 shall be as follows: 10. Flame spread and smoke-developed index for walls Panel, Attached to M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER v rl, In combustible construction where there is usable space both above and and ceilings shall compy with R302.9 thru R302.9.4 Frame in accordance i GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) below the concealed space of a floor-ceiling assembly, draftstops shall be 11. Flame spread and smoke-developed index for with Table R301.2.1.2 Z , ..-. . . , �_ . o installed so that the area of the concealed space does not exceed insulation shall compy with R302.10 thru R302.10.5 International Residential a I--ol � 1,000 square feet. Draftstopping shall the concealed space into approximately - r • .a r = ,- I =� q Pp 9 P PP Y 11. Recessed lighting fixtures rated for code of NYS equal areas.. Draftstopping shall be provided in the following locations: i` r �r�^q; -`? wg p''�'' ` _ M 9 M i suspended under floor framin membrane penetration shall meet ASTM Ell 9 r I y, 4 v�; .s,� l' y a ., W �+-� ". M ,� 1. Ceilings sup g. ey ,��^�` ..�. , ._ ,._ _�_ T 1 .d 0 o 2. Floor aurin is constructed of truss- e open-web or erforated members. and Flre Sto in as er ASTM E814 or UL 1479 i� 'T' -�- 3 i'' -fes/ d I r E �� < i- �•/ 9 tYP P P pP 9 p x .... N .� 12. Exterior Decks shall comply with 8507. F; ' I �, b WINDOW UNIT �ltJ�-1 - - ^�jct +F'I C 111_DI,1G i.'a=.�r'.;i I�,`El� Y .+t '✓ '+...� .,�'i ��D �'\"l ..� ': T AT 1 8,1,Vi O},, 4 r"F 'FOS TI Ir- v' RED ?C'( Eli, CF7E PLYWOOD STORM PANEL W SHUTTER DETAIL - „ Refer o C.O. ~- Ai.� ONST UCTIO�v Si-{F,t`.I_ t:tEF THE OF N��'' t General Notes for Panel r �r fastener requirements. F?F `'..;Cit,''"r'ITS OFT!,E CODES OF NEaU Yii°'-; )TATE. PCO RESFO?JSIRLE FOR DE21GN OF; CJI`.131 RJCTION ERRORS. r i i f Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEEDa a0i a3 r -1 • . . . fasten king stud to header with a e • e . . . . Min.3"x 11-1/4"net header Header 6-16d sinker nails • • _ • • • •' • METHOD CS-GB: TABLE R602.3(1)& • • • shall occur at top of wall SIMPSON BSC = - - R602.10,3(3)GYP.BD fasten to FASTENING. • • • • • • P plate to header with 4"OC AT THE PANEL EDGES,INCLUDING Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. •I I•I I•I TOP AND BOTTOM PLATES AND ALL fastened to the required per R602.3.2 HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) king stud with Braced wall line POST TO HEADER CONNECTOR ;I ISI I•I I, SCREWS(1 518"TYPE W OR S) 6-16d sinker nails continuously sheated with 1/2"wood Minimum 40001b header-to-jack-stud o, x Fasten sheathing to header with 8d common nails in 3 In.grid strap an both side of opening •I I'I METHOD CS-WSP: pattern as shown and 3 in.o.c.in all framing(studs and sills) structural panels opposite side of sheathing AS PER TABLE R602.3(3) = w •t 1•I EXTERIOR SHEATHING ATTACHED =m c Minimum 40001b header-to-jack-stud strap .I WITH 8d COMMON NAILS o �' on both side of opening opposite side of Panel splice edges shall occur over SIMPSON ABU POST •I (0.131 X 2.5"LONG) o r rn sheathing and be nailed to common blocking 4"TREATED POST TO CONCRETE BRACKET I• AT 6"O.C.ON EDGE AND 12" O.C. Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- SIDE COVER 2"MINIMUM IN FIELD m z 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing °• I 1 I' BRACED WALL PANEL INTERIOR FINISH: m with 8d common nails @ 3"o.c.in all framing is required in each panel edge. 2-1/2"GALVINIZED CARRIAGE BOLTS = I'I I' SHALL BE MIN.1/2"GYP.BD FASTENED {studs,blocking,and sills)typical if needed OR SIMPSON SD STRUCTURAL Ur I 1 I' WITH NAILS OR SCREWS IN ACCORDANCE CONNECTOR SCREW LLI 11 I'I WITH IRC TABLE R702.3.5 OR T to 18'(finished width) Min Double 2x4 or GRADE ADHESIVE ANCHORS:HIGH-STRENGTH = •I I t I I 1' TABLE R602.3(1)FOR EXTERIOR WALL Min.length 16" 2x6 King&Jack stud 1/Z"min. thickness wood structural EPDXY ANCHORING ADHESIVE FOR J — — J i• •- J� SHEATHING ! per Table R602.10.5 panel sheathing . . . :. . .. . .—.: .— USE WITH THREADED ROD J ;-•_ -'_ _; _•_ _ •� _ _•_ T. Min double 2 x post O Z MECHANICAL ANCHORS;SIMPSON Q •I 1 1 I• ALL HORIZONTAL PANEL JOINTS 1 No.of jack studs per 1'I Min.(2)2x4 typ. Table R602.7 1&2 WEDGE-ALL WEDGE ANCHOR •1 1.1 SHALL OCCUR OVER AND BE ( ) ■� DECK FOOTING: '! !'! 1•I NAILED TO COMMON FRAMING Min.(2) 1/2"Diameter anchors M 8" DIAMETER TO VIRGIN SOIL •I I,I l 1 I• OR BLOCKING WITH WITH PANEL installed)per section R403,1.6 (MIN 36"BELOW GRADE) ;t N I•I I; EDGE-NAILING IN ACCORDANCE —L L with 2"x 2"x 3/16"plate washer ,I INTERIOt2�.,j 1,1 I• WITH THE IRC SECTION R602.10.10 Q ,1 SPACING 1 I 11 I, .I I•I ! ! I. 2 x 4 or 2 x 6 STUD WALL noo > 'I I•I I•I I• 2 X BOTTOM PLATE METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION-FIGURE R602.10.6.4 Q Z ;I I I 11 I• � .. •! I•I I•I I• EDGE SPACING -6" Attach Sheathing to Q Band or Rim joist with nail sole plate, Attach Sheathing nail sole plate •,_ _ _ _ L; _ _ _ 1',_ _ _ _,' BD common nials to joist per Band or Rim joist wI to joist per On -i P.T. POST TO CONC. PIER & FOOTING ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' at 3"o.c.Top an Sub-Floor nailing sched. 8D common nials nailing sched. _ Bottom at 3"o.c,Top and ZR!mJoist O CONNECTION (a7 NEW DECK NTS ' ' •-• SIMPSON ABU INSTALLED IN ACCORDANCE Rim Joist Bottom °° �• r_' nchor per Plans I„�WITH SIMPSON SPECIFICATIONS AND DRAWINGS. FASTENING REQUIREMENTS FOR e . . . . Boltsand Z BRACED WALL PANEL AS PER M� Holdowns per plans TABLE R602.3.(3) METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION- FIGURE R602,10.6.4 W Q Zia _ ALL THRESHOLD CAREFULLY 1-1/4" gale. x 20 gage 0 FLASHED&CAULKED TO coil strap with (5) 8d common PREVENT WATER INTRUSION nails in each end at each rafter. CONTINUOUS FLASHING EXTENDED CUT 0 PAST JOIST HANGER LENGTH 4 Ft Perimeter o o E PROVIDE@STRUCTURAL RIDGES ,,, a ao GALV.DECK HANGER 12 Min --=� 4 o.c. Zone Panel Field Each Rafter on Each sides o o SIMPSON LUS26 @ 2X6 Nail spacing Nailing-See Nailing o 2 � o SIMPSON LUS28 @ 2X8 g of Ridge to have a -O E �z 10 H Schedule Dw -1 C- y CL -6 w a s o SIMPSON LUS28 @ 2X10 `��c o o o N m o Simpson LSU skewable hanger/ =_- .. CLEAR a o o Uj V 6 2X P.T.LEDGER; MUST BE GREATER THAN S c n w > a:� ° `o m y 2 c o m•= g 0 a 3 OR EQUAL TO DEPTH OF DECK JOIST AND a�L N.o_ 3 L _ - ATTACH TO BAND JOIST WITH 1/2NO GREATER THAN THE DEPTH 0F THE"D A HOMDIPPED �� 1-1/4JOIST11 Metal Coil Strap c° a m vf°i w 0.18 o, Use 1-1/4 Metal 'w , � _ iv GALV LAG SCREWS PER IRC TABLE R507.2 AND ° 20 •-•- c ui 15'Z PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) p g 20 C�a a with 5-Sd common nails. Look Out Blocks °° L a= c = N o a 3 8 o Coil Strap 20 Gage 9 see Schedule on DWG-1 12" Min (5) 8d common nails wrap over Rafter and nail to Less than , °° w t o a Cl) tip of lag screw shall fully extend beyond Gable End Wall Z C ' L N 10 C U C N f0 G7 in'EACH END at each Stud and Rafter side. N �' a y C a' o t o EACH Stud. r o ='a M L , 2 u12 the inside face of the band joist. Or Equal ;y to 12 F- Uv, mff1- ccEM.0 '�':':,-'; • 8d @ 6" oc Along '� �•_•'' �•• Braced Wall Panel RAFTER TO STUD STRAP 0 CL FIGURE R602.10.8(1) NTS RAKE OVERHANG LIMITS - LOOKOUT BLOCKS Z NTS RAFTER TO RIDGE STRAP IRC 802.3.1 (/) 0 _ R507 EXTERIOR DECKS WALL TO WALL STRAP IN LIEU OF RIDGE STRAPS PROVIDE MIN.2X4 COLLAR TIES @ 48"D.C. C/) 11-- NTS LOCATED IN THE UPPER THIRD W V C LEDGER BOARD ATTACHMENT TO BAND JOIST OF THE ATTIC SPACE AND ATTACHED W O W WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS TO THE RAFTERS WITH 4-8D NAILSZ Z dam' EACH END Q J Z ,� r = SOW E VI UWF- 0 +=' 0 (n UJ �- CL STAGGERED U) SEE TABLE 507.2 FASTENERS TOP PLATES TOP PLATES i\I IN 2 ROWS OO © OO O 5.5"MIN FOR 2X8EXTERIOR OR STUD BORED HOLE MAX. STUD 6.5"MIN FOR 2X10 BEARING WALL 7.5"MIN FOR 2X12 BORED HOLE MAX. DIAMETER 60 O O O © DIAMETER 40% (PERCENT)OF STUD Ic (PERCENT)OF DEPTH NOTCH GREATER STUD DEPTH 0) THAN 50% 518"MIN. 5/8"MIN. 5/8"MIN /8"MIN. T- 2"MIN (PERCENT)OF TO EDGE TO EDGE TO EDGE TO EDGE O IJJ LEDGER BOARD 5 - 8d Nails N LAG SCREW OR THRU-BOLT MIN PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE W � METAL TIE FASTENED ACROSS AND NOTCH MUST NOT NOTCH MUST NOT C TO THE PLATE AT EACH OF THE EXCEED 25% 0 EXCEED 40 /" a each end NOTCH WITH 8-10D NAILS EACH SIDE (PERCENT)OF (PERCENT)OF Z STUD DEPTH STUD DEPTH W m co PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS o a BORED HOLES SHALL IF HOLE IS BETWEEN NOT W W PER FIGURER 07.2.1 1 OF 2015 IRC CODE TOP PLATES 40%(PERCENT)AND THESELOCATEDIN to J I BORED HOLES SHALL THE SAME CROSS BD%(PERCENT)OF IPE NOT BE LOCATED IN STUD DEPTH THEN SECTION OF THE CUT 0- < THE SAME CROSSSTUD MUST BE OR NOTCH IN STUD W` {� "Distance can be reduced to 4.5" SECTION OF THE CUT NO MORE THAN TWO DOUBLE U) if lag screws are used or bolt FIGURE R602.6.1 OR NOTCH IN STUD SUCCESSIVE STUDS Simpson 2.5A Hurricane Tie ARE DOUBLED spacing is reduced to that of TOP PLATE FRAMING TO AND SO BORED Rafter to Header la screws to attach 2x8 ACCOMMADATE PIPING 9 FIGURE R602.2.3(1) FIGURE R602.2.3(2) ledgers to 2x8 band joists(112" IRC FIGURE R602.6(1)NOTCHING AND IRC FIGURE R602.6(2)NOTCHING AND NTS stacked washers not permitted) BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR WALLS AND BEARING WALLS NON-BEARING WALLS H 1-1/4" x 20 gage G-185 o Simpson Hot Dipped Galvanized Strap H2AStud To Rafter with (5)-8d common nails W Connector N at each stud H a Typical Meta! `- Strap may be attached OVER Strapping WINDOW HDR the plywood OR directly to Structural at Openings -ems- Studs. Ridge 1-4 Horizontal) attached i.i r--i plywood sheathing rat Horizontally per Plan Rafter � ►--� v � shall have Solid Blocking per Plan •� @all Plywood Joints 16" oc '0@og O FACE MOUNT JOIST HANGER DETAIL Braced Wall Panel o N.T.S. iv FIGURE R602.10.8(1) Joist hangers, as shown shall each have a Comer Holdowns O minimum download capacity in accordance with Table Refer to plans for locations 3A. The joist hanger shall be selected from an approved if required SIMPSON L-SSU HANGER manufacturer's product data based on the dimensions of 17 NTS RIM JOIST Ill? the joist or header it is carrying. Joist hangers shall be I_lil_ . . galvanized or stainless steel (see MINIMUM REQUIREMENTS). Seee details Strapping Sails on Use joist hangers with inside flanges when clearances to this page. TYPICAL ELEVATION the edge of the beam or ledger board dictate. Do not use WALL TO HEADER STRAPPING FOUNDATION-SILL-STUD clip angles or brackets to support joists. N.T.S. STRAPPING z 0 Eave baffle installed — adjacent to soffit and eave Q Table R402.4.1.1 Air barrier and insulation installation. ENERGY NOTES vents. Baffle shall extend over Q the top of the attic insulation as per IRC chapter 11 TYR ROOF CONST. Q Q Z TABLE R402.4.1.1 (R40202.3) ` AIR BARRIER AND INSULATION INSTALLATION r �/� �` COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa ADDITIONS&ALTERATIONS: V J 0 SHALL BE IN ACCORDANCE WITH 2017 NYS CODE SUPPLEMENT Typ Fascia .10 ry General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. APPENDIX J FOR EXISTING BUILDINGS SECTION AJ104 ENERGY EFFICIENCY N1103.2 Sealing (Mandatory): Ducts, air handlers and filter boxes shall be sealed Soffit see 00 �_ requirements in the building envelope. joints and seams shall comply with Section M1601.4.1 of the IRC. Const. Dwgs O o Exterior thermal envelope contains a Additons,Alterations or renovations shall conform fo the provisions of Section N1107 continuous air barrier. as they relate to new construction without requiring the unaltered portion(s)of the a N1103.3.3 Duct Testing (Mandatory): Ducts shall be pressure tested by a rough-in SEALANT ��I ^ existing building to comply with this chapter. test or post construction test by an approved HERS rater. v) v, Breaks or joints in the air barrier shall be Typ. Exterior wall' sealed. Design in accordance with SECTION N1102 (R402) Building thermal Envelope See Const. Dwgs W Q Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The prescriptive compliance. Building envelope shall conform to Table N 1102.1.2 N 1103.3.4 Duct Leakage: total leakage shall be less than 4cf per minute per 100sq ft. �„ installation density of the insulation shall be at the manufacturers'product insulation and fenestration requirements by component. of condition floor area where the air handler is installed at test time. z o recommendation and said density shall be maintained for all volume of All heatingand cooling systems shall conform to N1108 R502 Additions. o V— V) each cavity. Batt type insulation will show no voids or gaps and g y ( ) N 1103.3.5 Building cavaties: Framing cavities shall not be used as duct or plenums. RAFTER SEALING AT ATTIC EAVE maintain an even density for the entire cavity.Batt insulation shall be The Building envelope of the addition shall comply with sections installed in the recommended cavity depth.Where an obstruction in N1102.1- Building thermal envelope see table N1102.1.2 N1103.4 Mechanicals stem piping insulation (Mandatory): Mechanicals stem piping the cavity due to services,blocking,bracing or other obstruction N1102.2-Specific insulation requirements, N1102.3.1 - N1102.3.5 Fenestration insulation carrying fluids > 105 F degrees or < 55F degrees shall be insulated with E ` exists,the batt product will be cut to fit the remaining depth of the o o m y and N1102.4-Air Leakage (mandatory) leakage rate shall not exceed 3 air R-3 Minimum. „0 ° e � cavity.Where the batt is cut around obstructions loose fill insulation •o changes per hour as tested by a certified HERS rater. „ o� � ° a° � shall be placed to fill any surface or concealed voids,and at the w w E s N C 0 0 manufacturers'specified density.Where faced batt is used,the N1103.5 Service Hot Water Systems: shall include: Heated water circulation and F° U °' Nil 02.4.2 Fireplaces; New wood burning fireplaces shall have:flue dampers or doors 2 z 0 8 installation tabs must be stapled to the face of the stud. There shall be temperature maintenances stems Mandato circulation systems, demand LOW DENSITY SPRAY FOAM a N _ and outdoor combustion air. Doors on factory built fireplaces shall be labeled and listed p Y (Mandatory), �-8 y � °z 0 no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN o 0 o o y 0 o 0 in accordance with UL 127, the doors shall be tested and listed for fireplaces. recirculation Systems, pipe insulation stapling installation tabs. ACCORDANCE WITH 0 a � 2 Y J Y Rigid Foam or � H a =o >� = a- 0 N1102.4.5 Recessed Lighting: Shall be sealed to limit air leakage. HERS REPORT N t�, s 3 .2 Insulation that upon installation readily conforms to available space g g g N 1103.6 Mechanical Ventilation (Mandatory): provide ventilation as per M 1507 Wood Blocking -- _E,8 92-6 shall be installed filling the entire cavi and within the manufacturers' All recessed lights shall be IC-rated and labeled as having air leakage rate<2.0 cfm. 6 0 8 0 aL N g cavity of the IRC. Exhaust vents from bathrooms and toilet rooms shall directly to the as backdam TYR ROOF CONST. �' °' 2� density recommendation. All recessed lights to be sealed with a gasket or caulk between light and ceiling. y o outdoors. They shall not discharge into attics, crawl spaces or inside the building. r a �_0 0 3 € Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the N1103 S stems; Heatin and coolin s stems shall cora ( with sections Roof underlayment 2 X CJ W/ INSULATION ` _'� `� °� ° Y 9 9 Y PY oo ,�� 41� � °' ai'�cn ceiling/soffit shall be aligned with the air barrier. N1103.1 N1103.2 N1103.3 N1103.5 and N1103.6 Whole-house mechanical ventilations stems shall be designed b the mechanical sealed to drip edge �A� M �� E &L insulation and any gaps in the air barrier ; � a E Y 9 Y .. AS PER DRAWINGS 2 s y' _ _ contractor or 3rd art energy consulant in accordance with '�::' ':�'` 0 8 w sealed, party 9Y OR HERS RATER N1103.1 Controls(Mandatory) at least one programmable thermostat shall be 3 �D M 2 o a IRC sections M1507.3.1 - M1507.3.3. provide design per M1507.3.1, manual Access openings,tiro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at provided for each separate heating and cooling system. Typ Fascia/ P y P override controls per M1507.3.2, ventilation rates per table M1507.3.3(1) of the IRC. Soffit see SEALANT wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. N 1103.3 Ducts; in accordance with N1103.3.1 - N 11033.3.5 z shall be sealed. Const. Dwgs Supply and return in attics shall be insulated with R-8 Minimum were greater N1104.1 Lighting ( Mandatory): Not less than 75 percent of the lamps in permanently non-vented 0 _ Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated than 3 inches in diameter and R-6 where less than 3 inches in diameter installed light fixtures shall be high-efficacy lamps. W 1— plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal Supply and return in other areas shall be insulated with R-6 Minimum were greater W f- (, top plate and top of exterior walls shall be resistance of R-3 per inch minimum. than 3 inches in diameter and R-4.2 where less than 3 inches in diameter Q W sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be Typ. Exterior wall _J Z Z J_ > dam' installed in substantial contact and continuous alignment with the air See Const. Dwgs J Z barrier. W <Q o (-- Windows, skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE = W C W .E -p and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION U Z F- = N shall be sealed. � W U- -IQ Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Cn Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the v *.', «b """ underside of floor framing and extend from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation insulation shall be •.... p shall be covered with a Class I,black permanently attached to the crawlspace walls. N W vapor retarder with overlapping joints nj O taped. Z Lu Shafts,penetrations Duct shafts,utility penetrations,and flue r 3 i I shafts opening to exterior o � W unconditioned space shall be sealed. I - _ I I W C W j i p CL w Q i co W Narrow cavities Batts in narrow cavities shall be cut to fit and installed to ""'".x the correct density without any voids or gaps or f "' compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space. CERTIFICATE MANDATORY N1101.14 R401.3 IZ 9 ( MANDATORY) ( ) 4^ Garage separation Air sealing shall be provided between the garage and conditioned spaces. e A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal ;' I ! i �. BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE F�■i envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. A. FURNACE IS LOCATED. xj Plumbingand Batt insulation shall be cut neatly to fit around wiring and THE CERTIFICATE SHALL LIST THE FOLLOWING: Y g wiring plumbing in exterior walls.There shall be no voids or i a " k ; w ,� N gaps or compression where cut to fit.Insulation that on R-VALUES FOR CEILING/ROOF, WALLS, FLOORS �-' installation readilyconforms to available space shall P EI FOUNDATION (SLAB WALLS, CRAWL SPACE ETC), AND DUCTS. extend behind piping and wiring. f a Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be k U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. W 0 exterior wall showers and tubs shall separate them from the showers and insulated. ` tubs. ct h� ~ - ' •� RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. Electrical/phone The air barrier shall be installed behind electrical or box on exterior wall communication boxes or air sealed boxes shall be installed. cn TYPE AND EFFICIENCIES OF HEATING, COOLING, W b ao p HVAC register HVAC register boots that penetrate building thermal WATER HEATING EQUIPMENT. N -� boots envelope shall be sealed to the subfloor or drywall. cl Concealed When required to be sealed,concealed fire sprinklers shall �n rx �_. .a . D Agcy' 0 sprinklers only be sealed in a manner that is recommended by the `c� P� J H/00 manufacturer. Caulking or other adhesive sealants shall not rbc i�, p� O be used to fill voids between fire sprinkler cover plates and t d' walls or ceilings. IC = insulation contact. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE M a In addition; inspection of log walls shall be in accordance with the provisions of ICC-400. ' IRC BRACED WALL PANEL BRACING METHOD CS-WSP CONTINUOUS SHEATHING PER PLAN BRACED WALL LINE 1-1 1-A 1-B WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 TABLE R602.10.4 page 185 BRACING METHOD CS-PF CS-PF CS-PF CS-P F CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT) 9 8 8 PORTAL FRAME DETAIL#3,DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 16" 16" 16" TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 2.5 2.5 2.5 BRACED WALL NOTES: Crawl Space Ventilation: REFER TO DETAILS ON DWG-2 (with-out vapor p Barrier) TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c FOR HOLDOWNS,STRAPPING,BRACED minimum net area of vent openings WALL DIAGRAMS AND DWG-1 FOR NAILING SCHEDULE. ALL BRACED shall not be less than 1 square foot for 1. EXPOSURE CATEGORY 1 1 1 WALL PANELS SHALL BE FULL-HEIGHT each 150 square feet of crawl space SECTIONS OF WALL WITH NO VERTICAL 2. ROOF EAVE TO RIDGE HEIGHT .70 .70 .70 OR HORIZONTAL OFFSETS. area. One such vent opening shall be within 3 feet of each corner of said building. 3. WALL HEIGHT .95 .95 .95 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 Crawl Space Ventilation: 4. NUMBER OF BWL PER DIRECTION 1 1 1 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 p 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE the total area of ventilation openings O 5. ADDITIONAL HOLDOWNS SHALL BE OFFSET NOT MORE THAN 4 FEET. be reduced to 1/1500 of the 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL ma y ■� 6. GYPSUM BOARD OMITTED THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. Under- floor area where the ground 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH END OF A BRACED WALL LINE surface is treated with an approved 7. GYPSUM BOARD FASTENING 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL vapor retarder material and openings Q PANELS SHALL BE NOT GREATER THAN 20 FEETAS PER IRC FIGURE p I are I RESULT REQUIRED BRACED WALL LENGTH(FT) 1.6 1.6 1.6 R602.10.2.2 aced so as to provide cross m' ventilation of the space. 0 m I I TABLE R6D2.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 4,5 4.5 4.5 One such vent opening shall be Q 4'-011 8'-0" r 4'-0" PER PLAN BRACING LENGTH PROVIDED (FT) 4.5 4.5 4.5 within 3 feet of each corner of said building. 16-0" 1 14'-0" COMPLIANCE YES/NO Y Ty Y W Q 3'-0" 3'-4" 3'-4" 3'-4" 3'-011 J e.Linear interpolation shall be permitted 161-01 1 O a b.The total adjustment factor is the product of all applicable adjustment factors. c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced well lines T provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the Intermediate braced wall line. (2)ANCHOR BOLTS (2)ANCHOR BOLTS 1 ABBREVIATIONS; BWL=BRACED WALL LINE, IN EACH CS-PORTAL IN EACH CS-PORTAL ^ BW=BRACED WALL, FRAME WALL ABOVE FRAME WALL ABOVE V/) r CS-PF TW21052 TW21052 TW21052 TW21052 CS-PF , CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL SECTION-SEE SECTION-SEE r CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION DETAIL ON PG 2 DETAIL ON PG 2 O l � 2-2x12 fCL --- --------------------------------------- --- o c� �019 6 c� o f > , P a • P o a . P , Z O .------------------------------------- RIDGE ----• , � M N t o O I M �t TYP Crawl Space Vent W, p ' Nz r0l��00' 8"x 16"aluminum Z I , W �� vNZ 0 AFI 2x10 RAFT RS 16"o o I foundation vent. 0' I I ' ' > F N _ _ BWL_1-1 min 45 sq in of net T I I o I (2)2X6 J CK STUDS I I free air per piece. x, , , , m LL ° co I BETWE N EACH � , SUNROOMCA ,Nr, WIND�V11 TYPICAL ; rn VAULTED CEILING 001 ' x' I 2 o O Ch ------ ' '" 1 , ItzF T BEADED BOA RD N NN� c��pOrBan �wE CLG FINISH 0 2x10 FLOOR JOISTS o LobN E N TILE FLOORcp @12"oc t ' 25-2 2o I c ° oLO D OCD N O'aon_A A M q saCRAWL SPACE C0•;o p DaoNMU 8'-1° I 11 o Q cu °Yo =7-02SLAB n` y >w n O,0o 0 A ------------------------- X NA`°ma L 2x6DECK JOIST @ 16oc o w N"2-2x6 P.T.GIRDER Yrno3 VC" m cc 2 ch - END OF _ _ , ° r , , doti >w n c o o ° BRACE t�l i I 1 p , o Ev ca o = ow c co �l - - - - nc c m o WALL LINE ..> ° ° o o c v 2. c n. ' o ' ' ' fn Oo t.Urn; m - E � �U N TYP.DECK FOOTING i i i m .Z'c L a= c c 4'-o (n a) a �, � � ° o ; ; (3)2X6 _ SEE DETAIL ON DWG-2 , T 101/„ 6' 9'/Za i ` i 14, 0" L 0 =-a r c w 2 $- m EXISTING POST TO I �p o .1 ' _ I - , - o .n m II H E n o n N TW ' FWH2980AR RIDGE � I o ' 1 , v zU - �- I I 3'-3"x 2_-0" _1 , , TYP. -+ +---- - - -------------• , , DOWEL ----------------------- --------- ----- 1 I O IE-I ` I I 4'-0" .----------------------- ----------------------------------------- ------- ------------------- -----------------+ +--------------------- ------------------ LLIE- ' UJ0W � O -10" DO .-------------------- --------------------------------------• •- 5'/z" 1 -10'/LF- , z" EE DET. ON DWG 2 DOWEL ; ; z z J C- 71-51/211 Crawl Access: 1 , 1, � � z � � EXISTING 7-5/ VI F-- KITCHEN Through Foundation Wall: minimum 18" x 24" ; _ U W E Through Floor: minimum 18" x 24" ; FJ W F- _ see Section M1305.1.4 for access requirements U) W LL- D a , where mechanical equipment is located under floors. a U) EXISTING ; , GARAGE ---------------- EXISTING TYPICAL FOUNDATION ' 2 CAR ;----------------------- DOWEL PIN ; GARAGE I #5 STEEL DOWEL BETWEEN NEW °' EXISTING RESIDENCE � AND EXISTING FOUNDATIONS. PINS � � N Wi.0 ARE TO BE SPACED MAXIMUM 12" ci O VERTICAL & MINIMUM 8" EMBEDMENT EXISTING ; IX z GROUT SOLID WITH NON-SHRINK UNFINISHED Lu a HIGH STRENGTH GROUT. BASEMENT W , I I w , W Cl) ' > U U ------------------------ I I , ----------------------------- - ----- -------------------------------------------------------- V I , CLASSIFICATION OF WORK: AJ8 ADDITIONS STRUCTURAL NOTE: 1 ST FLOOR PLAN ALL STRUCTURAL WORK SHALL [�] COMPLY WITH NYS SCALE: 1/4" = 1'-0" SUPPLEMENT APPENDIX FOUNDATION PLAN 3 SECTION AJ803 AREA OF ADDITION: 263.5 SQ 1 FT ALL WORK SHALL CONFORM TO; TYPICAL ANCHOR BOLT - IRC R403.1.6 SCALE: 1/4" = 1'-0" U rn HE MECHANHANICALICAL SYSTEMS: MAXIMUM SPACING: 1/2" � 72" O.C. W O THE MECHANICAL SYSTEMS SHALL 2015 IRC v BE INSTALLED IN ACCORDANCE WITH 2015 APPENDIX OF THE IRC AS AMENDED EMBEDMENT OF 7" WITH NUT & WASHER. THE NYS SUPPLEMENT APPENDIX BY THE 2017 NYS SUPPLEMENT FOR 2 BOLTS PER PLATE AND HOLD AT LEAST 1-� y O dtj AJ804 KEY EXISTING J303-N S ANDALTERATIONS STRUCTURES. / M SECTIONAJ303-ALTERATIONS-LEVEL1 ONE BOLT- 12" MAXAND 3-1/2" MIN OFF PLUMBING NOTES: SECTION AJ5 -ALTERATIONS-LEVEL 1 , ALL PLUMBING SYSTEMS SHALL BE SECTION AJ304-ALTERATIONS-LEVEL2 ENDS OF PLATES. a INSTALLED IN ACCORDANCE WITH EXISTING WALLS Smoke Detector SECTION AJ6 -ALTERATIONS-LEVEL 2 U CD 1 w N U THE NYS SUPPLEMENT APPENDIX J Carbon Monoxide Detector Oci SECTION AJ805 rT7-7-71 NEW WALLS CO TYPICAL FOUNDATION 0 r Refer to DWG-1 General Notes .q( Q ELECTRICAL NOTE: [ _ _ _ _ ] WALLS TO BE REMOVED In accordance with Section 915 of the GENERAL EXISTING CONDITIONS NOTE: IN ACCORDANCE WITH IRC CHAPTER 4 ALL ELECTRICAL EQUIPMENT,SERVICES 2015 IFC as amended by the NYS ALL EXISTING DIMENSIONS AND CONSTRUCTION TABLE R404.1.2(8): FOUNDATION WALL KEY O AND WIRING SHALL BE INSTALLED uniform code supplement WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, 8" CAST-IN-PLACE WALL E A L. IN ACCORDANCE WITH NYS AND FIELD MEASUREMENTS. WALL FOOTING, CONT IN 8" CAST-IN-PLACE . SUPPLEMENT APPENDIX J ALL MEASUREMENTS SHALL BE VERIFIED BY ON 16" X , SECTIONAJ806 WINDOWS: AS MANUFACTURED BY: CONTRACTOR PRIOR TO RENOVATION,ORDERING 2 x 6 ACID SILL PLATE, COPPER TERMITE EXISTING FDN WALLS ANDERSEN 400 SERIES DOUBLE HUNG MATERIALS AND START OF CONSTRUCTION.CONTRACTOR SHIELD EXTERIOR DAMP-PROOFING ALL FIRE&LIFE SAFETY NOTE: IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. , , NEW FDN WALLS (MATCH EXISTING) ' ° ' ° ALL SMOKE ALARMS,CARBON ARCHITECT DID NOT MEASURE INACCESSIBLE AND FOUNDATION FOOTINGS TO EXTEND TO MONOXIDE ALARMS OR installed as per manufacturers specification for CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY VIRGIN SOIL & BE FULL HEIGHT OR STEP [ _ _ _ _ = 7 FDN WALLS TO BE REMOVED AUTOMATIC SPRINKLERS SYTEMS 140 ultimate design wind speed ARCHITECT OF CONDITIONS. ,,cn, Qw�" SHALL BE IN ACCORDANCE WITH NYS FOOTINGS IV TO 2H . SUPPLEMENT APPENDIX J and IRC Table 301.2(2), 301.2(3) OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF SECTION AJ802 Provide LOW-E glass; U = .30, SHGC = .29 EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 6 TOP OF SUBFLOOR—,,,— _ — L O c� Z Q i 12 GUTTERS&LEADERS CONT.RIDGE VENT 4'5 D TO MATCH EXISTING CONT.RIDGE VENT Q TYPICAL Q Z WOOD ROOF SHINGLES WOOD ROOF SHINGLES MATCH EXISTING TOP OF SUBFLOOR — _ — MATCH EXISTING Q TOP OF PLATE— _ — — L.J.. ALL TRIM TO MATCH EXISTING O 0 17 'TYPICAL SOFFIT CONSTRUCTION. T 12"overhangs-typical match existing VERIFY IN FIELD i 5/4"X 4"Sub Fascia r _ 5/4"X 8"Fascia 3/4""V"Groove Soffit w/1 inch screen ventL N M O 5/4"x 6"Frieze board to match existing EXISTING N W Metal drip edge per IRC R905.2.8.5 � � � � � � � V Z � � z o TYPICAL EXTERIOR WALL Cn O co r n 18"Cedar shingles s 5-1/2" I exposure to match existing Elm M M � installed per manuf specs and IRC code. TOP OF SUBFLOOR 0 N O U O TOP OF FOUNDATION ° ° 0 C14 Ej 1 1 1 1 I I I I I 1 i I ;�U47 C•- c 0O C°va{p a) EXISTING GRADE ooaUi cen w °EXISTING GRADE 0•5 o ` 2;9t- V i`,Q—�CO Y I I I III - Z I I I I or� o3 sccZ'3 my2co C>0.0 c3 Bottom of U U I Cn I 1 I I a"6 o o o a r o a r Footing C, —_ —_ _ _ — I i EXISTING L — — — _ _ Bottom gof y m " o:L! y �, Ul m N 36 below 36"below z L ° n D 3 E Grade Minimum 't I 1 1 ( r r as C 7 L o ° o -, - - , I I I I I _ _ Grade Minimum « c c._ m o y.o L — — L „1 — — = E2� n c L — L — — — I I I — — — — J �U) a �� s o s– o e 5 Z c� °X- ui cV c STEP FOOTING L — — — — ' — — — — — — — — — — TOP OF FOOTING - — - — ' ' — — — — — — — — — — — — — — — — — — — — — — I — — — J — U a 1= m m E o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — u=i m fL m E a=o n — — STEP FOOTING Z RIGHT W o LEFT ELEVATION ELEVATION W � L) SCALE: 1 /4" = V-0" SCALE: 1 /4" = 1 '-0" -� zz � � � o -iZ < =XoW E -1 UWI- O �p a) W = a D rn 0 o w cV F— (V O W z W fn m o Q LU Z LU U) ui cV 0) I-- J ~ I�i 12 W W C) 4.5 12 12 Lj U) 4� �4 TOP OF SUBFLOOR_ TOP OF PLATE rV I EXIS ING V d I WIN OW I""I 11 I BEY OD EXISTING DOOR Z 1 I EYEOD r� b) V) 1 ILJ W O TOP OF SUBFLOORLI TOP OF FOUNDATION o tl 00 EXISTING GRADE 1 �/ O ",t � CZ -' - - - - - - i - - - - - - - �" '- � REAR ELEVATION EXISTING I I I I I ,4 tis SCALE: 1 /4" = V-0" I I I I I I 5 TOP OF FOOTING- — - - — ' — — — — — — — — — — — — — �- —I — — — — — L- — — — — — — — I— — — — — — — — — — — — — — — — — — — — — — — — — ,9�,� �I so�� ,.,0 - - - - - - - C - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 1"N�� R905.11.2 ICE BARRIERS; CONTINUOUS RIDGE VENT NEW ADDITION SELF-ADHERED POLYMER MODFIED BITUMEN SHEET USED IN PLACE OF NORMAND EXTEND FROM THE MENTLOWS TE TRUCTURAL RIDGE BEAM EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TOAPOINT NOT typ. strapping per detail on dwg 2 LESS THAN 24 INCHES INSIDE THE Add Simpson LSSU hanger EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER @ structural ridge beam TYPICAL ROOF CONSTRUCTION THAN 8112,THE ICE BARRIER SHALL ALSO BE typical each side of the rid APPLIED NOT LESS THAN 36"MEASURED ALONG ridge 18"ACQ Treated Tappersawn shingles @ 6" expo; THE ROOF SLOPE FROM THE EAVE EDGE OF THE Beam at each joist. BUILDING Cedar breather or approved ventilation board t & Waer barrier as RAFTERXEILING JOIST HEEL Ice per IRC section R905.1.2 JOINT CONNECTION (Note: Double underlayment is required IRC R806.3 , SHALL BE NAILED for Roof slopes between 2 on 12 and 4 on 12) MIN. 11'AIR GAP � 12 12 TOGETHER IN ACCORDANCE BETWN INSULATION 4 Framing As per plans with 1/2" minimum exterior g WITH TABLE 8802.5.1(9) AND SHEATHING 4 span rated structural Plywood Sheathing, (SEE DWG-1 FOR TABLE) Nail to framing p /WITH METAL STRPPING g in accordance Fastener TOP OF PLATE — _ _ R-30C BATT AT EACH RAFTER TO STUD. Schedules & Strapping per detail sheet(s). INSULATION Flashing per IRC R905.2.8 TYPICAL SOFFIT CONSTRUCTION. MATCH EXISTING HOUSE 12" overhangs-typical 5/4" X 4" Sub Fascia 5/4" X 8" Fascia 3/4" "V" Groove Soffit w/ 1 inch screen vent 5/4" x 6" Frieze board to match existing Metal drip edge per IRC R905.2.8.5 OP OF SUBFLOORTILE FLOOR Half round gutters to match existing — ' — R-21 BATT TOP OF_FOUN_DATIO_N INSULATION TYPICAL EXTERIOR WALL — - - 2x6 Doug-Fir Wood Studs @ 16" oc. ';L N9 R-19 NSULAT BATT Double top Plate and Single Sole Plate. 1/2" exterior Grade - Span Rated 6: Continuous Structural plywood sheathing EXISTING OP OF FOOTING _ '� per Fastener schedule. ' Fastened EXISTING ROOF , - - CRAWL SPACE Footing Bottom of 18" Cedar shingles @ 5-1/2" w/exposure (MATCH ROOF 2"SLAB 36"below installed per manuf specs and IRC code. Grade Minimum Air infiltration Barrier. Cont. load path strapping installed in accordance with drawings. Provide Fire Blocking in accordance with IRC R302.11 & R302.11.1 and Draftstopping per R302.12 & R302.12.1 SECTION - A TYPICAL FOUNDATION CONSTRUCTION in accordance with chapter 4 3000 psi Air Entrained cast-in-place concrete SCALE: 1 /4" = V-0" wall on cast-in-place Concrete Wall Footing per Structural Hangers, Hurricane R403. refer to Foundation Plan for footing size & Ties and strapping thickness. pp g Damproofing per R406. 2x6 approved Refer to Details on DWG-2 treated Sill Plate, Sill Seal And Termite shield per Section R318. Anchor bolts per Foundation Plan and R403.1.6 INTERIOR WALL FINISH Provide 1/2" Gypsum Wall Board on walls and ceiling (except crawl space) INSULATION SCHEDULE Beaded Board finish on Ceiling or as per Owners shall comply with Res-Check selection. insulation requirements of 2015 IRC & the 2017 NYS IECC Supplement ROOF PLAN Location R-value Thickness SCALE: 1/4" = 1'-0" Flat Og R-30c 8-1/4" Vaulted Clg R-30c 8-1/4" Exterior 2x6 walls R-21 5-1/2" Floor over Crawl space R-19 6-1/2" air seal walls to pass 3 air changes per hour All Glazing U = .30 SCGH: .30 Doors-less than 50% glazing U = .40 Door-more than 50% glazing U = .30 SCGH: .30 R403.6 Mechanical ventilation shall be provided that meets the requirements of section M1507 of the IRC R403.7 Heating and cooling equipment shall be sized in accordance with ACCA manual J by a certified third party rater. GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code 15. No backfill shall be placed against the foundation walls MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted by'NYS, The 2017 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundationusE LIVE DEAD the NYS 2017 supplement to the New York State Energy conservation LOAD LOAD DESCRIPTION NUMBER AND TRP SPACING AND construction code (revised August 2016 ); 16. Double joists under parallel partitions and under whirlpool tubs. Uninhabitable attics without storage 10 OF FASTENER LOCATION Additional Code Compliance: Double around openings in floor and roof framing. 2015 International Building Code; Plumbing code; Fire code; Mechanical code; Uninhabitable attics with limited storage 20 10 ITEM ROOF FRAMING Fuel gas code; Existing building code; Property maintenance code. 17. Metal flashing shall be installed were concrete abuts wood, Habitable attics&attics served with fixed stair 30 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH RAFTER,TOE NAIL ALL CODES shall supercede the drawings and shall be incorporated into the and were decks abut house framing. drawings WHETHER they are indicated on the Plans or NOT. Balconies(exterior)and decks 40 io 3- COMMON CEILING JOISTS TO TOP PLATE 4-8d 80X (2-112")OR Fire escapes 2 3-8d COMMON EACH JOIST,TOLE NAIL 18. Install joist hangers at all flush structural load bearing conditions. 40 20NOT Additions,Alterations & Renovations: shall conform with Appendix J of the IRC CEILING JOISTS OVER PARTITION TO PARALLEL Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP as amended by the NYS Uniform Code Supplement. 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL of not less 8 percent of the floor area of that room, and the minimum Guard In-fill components 50 4 RAFTER HEEL JOINT) TABLE 8802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions openable area to the outdoors shall be 4 percent of the floor area being 5 COLLAR TIES 4-10d BOX (3") OR passenger vehicle garages 50 OR 1-114"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER ventilated. Refer to IRC Residential Code section R303 3. The contractor prior to the start of construction shall verify all Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 21. Vent dryers to exterior as per IRC Section M1502 stairs 40 20 shall be installed in accordance under latest State approved Building Codes. Vent range hoods as per IRC Section M1503 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-14-16d COMMON Roof TOE NAIL 3-1 All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 6d 6d BOX OR electrical or plumbing sub-contractors. 2-16d COMMON END NAIL Electrical certificates are to be provided the electrical contractor. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity outside of each separate sleeping area in the immediate vicinity of the bedroom 6" DIAMETER STRUCTURAL MEMBERS DEFLECTION0 of 2000 pounds per square: Foot. All Footings shall be 36" below grade Minimum. It shall and on each story of the dwelling, including basement and cellars and not less than I 165 COMMON $ STUD TO STUD(NOT AT BRACED WALL PANELS) Rafters having slopes greater than 3/12 with 3.5"x 0.162" 24"O.C.FACE NAIL be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom door containing a bathtub or shower. Alarms shall beno finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d Sox INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL disturbed by construction. interconnected and hard-wired to a commercial source. ~. WHENEVER an alteration, addition, or conversion is made to an Existing ONSTRUCTION TYPE Interior walls and partitions H/18010 BUILT UP HEADER 16d COMMON 16"O.C. FACE NAILALONG EDGES Where the building official determines that in-place soils with an allowable bearing capacity Residence,the smoke detection system of the ENTIRE residence must be , "II", "111", "IV", OR"V" 3-1/2"x 0.162" of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall brought up to code, hard-wired and interconnected. L/iso 5-84 BOX(2-1/2"x0.113°) 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL be determined by a soils investigation. REFLECTIVE RED All other structural memebers L/240 12 TOP PLATE TO TOP PLATE 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 PANTONE#187 Exterior watts with stucco finish H/360 16d BOX(3-1l2"x 0.162) 16"O.C.FACE NAIL L.L 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content by volume and have of the 2015 IFC as amended by the NYS 2017 Uniform Code Supplement. DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR Q Z an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, Shall be Installed outside of each separate sleeping area in the immediate Exterior walls-wind loads/brittle finishes L/240 13 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX FACE NAIL ON EACH SIDE OF END Q JOIST)MIN 24 LAP SPLICE LENGTH) .. garage slabs and steps sFtall be 3500 psi. All work shall be in accordance with the 2015 vicinity of the bedrooms. combination carbon monoxide and smoke atarms Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END International buildingcode and NYS amendments. REFLECTIVE 12-16d(3-112 x 0.135) Q shall be permitted in lieu of carbon monoxide alarms. SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) All Concrete shall conform to the latest ACI standards. WHITE FIELD L=span length,H=span height All CO alarms shall be connected to the lighting circuit with no intervening wall 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR 16"O.C. FACE NAIL 0. 7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All g g g OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3 1/2") 12"O.C. FACE NAIL O g y 9 switch with battery back-up. Battery-powered alarms are not allowed. ' IRC TABLE 8802.5.1(9) O Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 106 --► .- RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Min. Fb for dimensional lumber= 850 psi. 24. WALL BRACING: Buildings shall be braced in accordance with IRC DESIGNATION FOR STRUCTURAL OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL ^ ♦ )^ Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. section R602.10.4.2 Continuous sheathing method. COMPONENTS THAT ARE OF 1/211 RAFTER RAFTER GROUND SNOW:20 PSF U) �J TRUSS TYPE CONSTRUCTION 16 3-16d BOX Includingbut no tlimited to: Deck Framing, Headers, Girders&Led ens. sl_oPE SPACING TOP OR BOTTOM PLATE TO STUD END NAIL 9 9 End conditions for braced wall lines for the continuous sheathing shall conform STROKE to Figure R602.10.7. Braced wall panel connections "F" FLOOR FRAMING INCLUDING ROOF SPAN 2-16d COMMON W 0 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: GIRDERS AND BEAMS 3-10d BOX q 9 9� shall comply with nailing schedule and Figures 8602.10.8(1)&8603.10.8(2) 12 FT 20 FT 28 FT 36 FT 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL O a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D "R" ROOF FRAMING M or stainless steel. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 1' BRACE TO EACH STUD AND PLATE 3-8d BOX �- b.) Use Copper flashing Only against ACQ Lumber Sill Plates provided to transmit the applicable uplift forces in section R80211.1 from the *FR" FLOOR AND ROOF FRAMING NUMBER OF isD COMMON NAILS 18 2-8d COMMON FACE NAIL O �'^ c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc roof assembly to the foundation. UNDER SECTION sot OF THE BCNYS 3:12 16"O.C. 5 8 10 13 V J shall be Hot-Dipped Galvanized or Stainless Steel. 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4:12 16"O.C. 4 6 8 10 N 1n � 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 5: 12 16"D.C. 3 5 6 8 _ E y as per Table R905.2.4.1 of the IRC Residential Code. TECHNICAL BULLETIN TITLE i9 NYCRR PART 1265.4 0 0 installed in accordance with the manufacturers latest installation details, NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD „ ,; 0 T5 o c 12 Framingconnectors,Allowable Hole diagrams,specifications, etc. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or 7:12 16'O.C. 3 4 5 6 0 w (D �� ° 9 ��� E L � yvo.J "Micro-Lam"Design Stress: E= 1.9, Fb=2,600 psi, Fv= 285 psi copper roofing nails, minimum 12 gage shank with a telnimum- Applicant through the roof sheathing on or adjacenttoel ctrcal meter b x for ovide engineered wood Feld inspection. 9:12 16"O.C. 3 4 4 5 SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND c o y 0 "Parallam PSL" Design Stress: E= 2.0, Fb= 2,900 psi, Fv=290 psi 3/8 Inch diameter head. The fasteners shall penetrate g g PARTICLE BOARD WALL SHEATHING TO FRAMING - a g p p and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer TABLE 8602.3 (1) *6 8 r a Anthony Power Beams Design Stress; E = 2.1, Fb= 3000 psi, Fv=300 psi p Y p Residential structures with Truss type construction, 12:12 1 s"o.c. 3 3 4 4 ZIR _20 7 o o N N o 0 but not less than 4 per strip. Pre-Engineered Wood Construction And/or Timber Construction SPACING OF FASTENERS 2 22 `o t' "" v;"'� ��e DESCRIPTION OF a u m 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, for new dwelling and/or any addition,alteration NUMBER AND TYP a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE y _ >m a a ° `o c 3 27. Flame Spread Index: R302.9 9 Y 9 BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING r y 403 s c BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS OF FASTENER PANEL EDGES '- c:.w22.0 each sleeping rooms in basement, habitable attics, and every sleeping room shall be affixed on or adjacent to any electric box attached to the exterior SUPPORTS GABLE END WALL FRAMING `o o � o or- shall a�� m shall have at least ONE operable emergency escape opening as follows: wall and ceiling finishes shall have a flame spread index:5 200 of the structure for field inspection LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 0 N c CONNECTION SHALL BE INCREASED AS FOLLOWS: " M m r c Sill height of not more than 44 inches above finished floor. Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies 30 3/8"- 1/2" 6d COMMON(RO FLOOR,WALL) 6" SEE NOTE A 6" t z 5 -6�'3 ° E g & attics shall have a flame spread index:5 25 A. Minimum net clear opening of 5.7 square feet. sd COMMON(ROOF) a= _ ° Except grade floor openings shall have a minimum net clear H C/ H r HEEL JOINT FACTOR �' c ° "o w 2 o B opening of 5 square feet. 1 / 3 1.5 �o z = c 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" _ 12" L= E ` " a 3 ° Smoke-developed Index: 8302.10 B '� B t y�, _� 0.-. QtnC0 (D o B. Minimum net clear opening height shall be 24 inches. wall and ceiling finishes hava a smoke-developed index 5 450 d = a E C0 0 11 8 w 12 C. Minimum net clear opening width shall be 20". Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies 1 /4 1.33 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 711 V)c Cr ►t- 0 E a­o a D. emergency escape and rescue openings shall be operational &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 1 /5 1.25 from the inside of the room without use of keys or tools. 1 /6 1.20 33 5/8" GYPSUM SHEATHING 1-1518"SCREWS TYPE W or S 7" 7" Z WHERE Basement contain more than one or more sleeping rooms, 28. SWIMMING POOLS. Shall conform to IRC 2015 Section 8326 and as amended an emergency escape opening shall be provided for EACH sleeping room. by the NYS Building Standards and code 2017 UNIFORM CODE SUPPLEMENT TABLE R301.2.1.2 IRC Windbome Debris protection Cl) 0 = g Y g p g dated March 2016. Emergancy escape and rescue opening shall open directly to the outside Fastening Schedule for wood structural panels EXTERIOR WALL WOOD STRUCTURAL PANELS EXCEPTION: Grade floor or BELOW grade floor openings shall have TO RESIST WIND PRESSURES TABLE 8602.3 (3) W P b C D.. IRC TABLE 802.11 t,: G 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324 Appendix U Fastener PanelSpan an Panel Spain PanelSpan an RAFTER UPLIFT CONNECTION FROM WIND a net clear opening of not less than 5 square feet. pp P p p J W "� CD International Fire Code, 2015 IECC appendix RB and as amended by the Type Less than or less than oir less than or WALL Z Z --1 11. STAIR HANDRAIL: 8311.7.8 Provide Handrail on at least one side of each NYS 2017 uniform code supplement. Provide,but not limited to:Solar ready equal to 4 feet equal to 6 feet equal to 8 feet RAFTER ROOF EXPOSURE C MINIMUM NAIL MIN WOOD WOOD NAIL SPACING � � continuous run of treads or flight with FOUR OR MORE RISERS. roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, SPACING SPAN NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD () -J z 'CC Handrail Height measured above stair tread nosing, shall not be less than ground access areas. panels shall not be located less than 18"from a valley No 8 Wood screw (FEET) ULTIMATE WIND SPEED PANEL SPAN RATING THICKNESS SPACING ED1GES FIELD W W NA 16 inches 10 inches based anchor with 8 inches 130 140 W :�. 34 inches and not more than 38inches. All Handrails shall be continuous A permanent certificate indicating the"solar-read zone"and other requirements of 2 inch embedment on center on center on center ROOF PITCH ROOF PITCH Sd COMMON NAIL 1.751NCH 24/16 1/2" " 6" 12" V Z ~ the full length of the stair from a point directly above the top riser of a flight 9 Y q (2.5 X 0131") 16 O.C. LL- N to a point directly above the lowest riser of the flight. Handrails adjacent to this section shall be posted near the electrical panel or water heater by the builder. lenght <5:12 2 5:12 <5:12 z 5:127 W J CL a wall shall have a space of not be less than 1-1/2 inches between the wall The main electrical panel shall have reserved space for a dual ole circuit breaker No 10 Wood screw 16"O.C. 12 214 201 263 247 INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 c 0-" W and the handrail. see IRC code for exceptions. Refer to p p p 12 inches 9 inches IRC Code for grip size specifications. for future solar electric installation and labeled"for future solar electric". based anchor with 16 inches g p I 2 inch embedment on center on center on center 16"O.C. 18 277 259 342 322 GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section 8507 len ht THICKNESS APPLICATION ORIENTATION TO MEMBERS ,SIZE OF NAILS 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 9 16"O.C. 24 340 318 422 396 FRAMING SPACING NAILS SCREWS TO,WOOD FRAMING above the floor or grade below shall have a railing not less than 36 inches 16"O.C. 28 348 358 476 446 in height. Railings shall have Top rails and Balusters and Bottom rails that are 31. NEW Construction/Additions&Alterations: 1/211 CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed It shall be the responsibility of the General contractor or his subcontractors to submit 16"O.C. 3z 427 398 529 496 WALL EITHER DIRECTION 116"O.C. 8" 16" b the riser, tread and bottom rail of the guard rail at the open side of a stairway in detail the design, calculations, drawings,written statements of the mechanical, a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. °� y g p y „ CEILING EITHER DIRECTION 16"O.C. 7" 12" O 0 are permitted to be of such a size that a 6 inch sphere cannot pass through. air conditioning,ventilation. heating systems(new, existing or upgraded) 16"O.C. 36 469 438 538 547 5/8 WALL 11 6d COOLER NAILS N W Open sides of stairs with a total rise of more:than 30 inches above the floor or stamped by a professional engineer if required by the Owner or Building Dept. b. Fasteners shall be installed at opposing ends of the wood structural panel. ETHER DIRECTION 16"O.C. 7 12 Fasteners shall be located a minimum of 1 inch from the edge of the panel. 1s"o.C. 42 535 499 664 622 cV Q grade below shall have guards not less than 34 inches in height measured g p TYPE"X" AT 1-7/s"LONG 6d COATED NAILS OR Z 16"O.C. 48 599 559 745 697 it GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6" Esc Ew SHALL SC EW W Q vertically from the nosing of the treads. CODE COMPLIANCE STATEMENTS: 5/8 BENEATH c.Anchors shall penetrate through the exterior wall covering with an embedment length of HABITABLE ROOMS IRC SECTION R702.3.5.1 Co 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window not less than 2 inches into the building frame. Fasteners shall be located not less than W W 6i opening is located LESS than 24 inches above the finished floor and GREATER 1. The windows selected for this project shall meet 2-1/2 inches from the edge of concret block or concrete. A,ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE H J than 72 inches above the finished grade or other surface below on the exterior the egress requirements of R310. END WALL FRAMING SHALL BE SPACED 6"O.C.. W W Q of the building, the window must be provided with a window opening control device d. Where screws are attached to masonry or masonrylstucco, they shall be attached u � 9 P p 9 2. All windows shall meet Section 8308 Glazing and A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS that compiles with IRC 8312.2.2.Window Opening Control Devices. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO R308.4 Hazardous locations. 1,500 pounds. GABLE END WALL FRAMING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in 3. Windows were required shall meet the Window Fall accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be protection requirement R312.2. installed per IRC R 302.12 thru R302.12.1 4. Bathroom windows shall meet the hazardous Fireblocking materials F1,302.11.1 shall be as follows: glazing requirements as per R308.4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1. Two-inch nominal lumber 5. Stairs, landings, railings & guards shall comply 2. 1/2"gypsum board with R311 & R312 WIND DESIGN SUBJECT TO DAMAGE FROM 3. Batts or blankets of mineral or flberglas shall be permitted for compliance 6. Outside lighting shall comply with RE 3803.3 GROUND' WIND ^T with the 10 foot horizontal fireblockin in walls constructed using parallel 7. Stairway Illumination shall comply with 8303.67 SNOW SPECIAL WIND SIESMIC WINTER ICE SHIELD AIR MEAN SPEED TOPOGRAPHIC BORNE FROST g g p Y p Y LOAD (MPH) EFFECTS WIND DEBRIS EXPOSURE DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL rows of studs or staggered studs. and R303.8 REGION ZONE CATEGORY CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP 4. cellulose insulation installed and tested in accordance with ASTM E 119 or $. Fireblocking shall comply with R302.11 thru R302.11.2 W = N UL 263,for the specific applications Q, Draftstopping shall conform to 8302.12 thru 8302.12.1 1/2" structural plywood 20 LBS s14o NO NO NO B B SEVERE 3'-0° TO HEAVYTE 15 YES NO 1500 orless 52.2 E"'I a Draftstoppping material' R302.12 shall be as follows: 10. Flame spread and smoke-developed index for walls Panel Attached to M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER Qf � GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE 8301.2(5) U In combustible construction where there is usable space both above and and ceilings shall compy with R302.9 thru R302.9.4 Frame in accordance ` W below the concealed space of a floor-ceiling assembly, draftstops shall be 11. Flame spread and smoke-developed index for with Table R301.2.1.2 installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately insulation shall compy with 8302.10 thru 8302.10.5 International Residential q 11. Recessed lighting fixtures rated for code of NYS equal areas.. Draftstopping shall be provided in the following locations: g g .y M membrane penetration shall meet ASTM E119 W oo ° 1. Ceiling is suspended under floor framing. me p 2. Floor framing is constructed of truss-type open-web or perforated members. and Fire Stopping as per ASTM E814 or UL 1479 12. Exterior Decks shall comply with R507. o� x WINDOW UNIT C o Mct NIn ED AR J H,/ �� O 14. PLYWOOD STORM PANEL SHUTTER DETAIL t� 1 Refer to General Notes for Panel Ni �y�� OFE fastener requirements. Outside Elevation Extent of header(two braced wall segments) _ Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED a 75 -I fasten king stud to header with • • a a . . . . Min.3"x 11-1/4"net header Header ; ; ; ; 6-16d sinker nails • • • • • •• • METHOD CS-GB: TABLE R602.3(1)& • • shall occur at top of wall . . . . r' ' _ =' ='_ ='' . . . . fasten to late to header with SIMPSON BSC ,�' *•'+ - -T,�' �, R602.10.3(3)GYP.BD FASTENING. • • p p •I I ( I I 1, 4"OC AT THE PANEL EDGES,INCLUDING Header shall be Top plate continuity Is two rows of 16d sinker nails @ 3"o.c. •I I►i I•I TOP AND BOTTOM PLATES AND ALL fastened to the required per R602.3.2 1• HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) king stud with Braced wall line 'I I I I I SCREWS(1 5/8"TYPE W OR S) 6-16d sinker nails POST TO HEADER CONNECTOR I. continuously sheated .I t 1 11 s H with 1/2"wood Minimum 40001b header-to-jack-stud o, X Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening •I I'I METHOD CS-WSP: m m pattern as shown and 3 In,o.c.In all framing studs and sills structural panels AS PER TABLE R602.3(3) _ w p g( ) opposite side of sheathing EXTERIOR SHEATHING ATTACHED �o g' Minimum 40001b header-to-jack-stud strap .I WITH 8d COMMON NAILS o m on both side of opening opposite side of Panel splice edges shall occur over SIMPSON ABU POST •t (0.131 X 2.5"LONG) ° r (n sheathing and be nailed to common blacking 4"TREATED POST TO CONCRETE BRACKET I• AT 6 O.C.ON EDGE AND 12 O.C. Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- SIDE COVER 2"MINIMUM i• IN FIELD ca s 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing N I I BRACED WALL PANEL INTERIOR FINISH: with 8d common nails @ 3"o.c.in all framing is required In each panel edge. 2-1/2"GALV►NIZED CARRIAGE BOLTS 2 I•I I' SHALL BE MIN. 1/2"GYP.BD FASTENED r 2 ' (studs,blocking,and sills)typical if needed OR SIMPSON SD STRUCTURAL (_7 I 1 1' WITH NAILS OR SCREWS IN ACCORDANCE CONNECTOR SCREW 1'1 WITH IRC TABLE R702.3.5 OR ; 2'to 18'(finished width) GRADE W I I Min Double 2x4 or ADHESIVE ANCHORS:HIGH-STRENGTH 2 I I i' TABLE R602.3(1)FOR EXTERIOR WALL i Min.length 16" 2x6 Kin &Jack stud 7 9 9 1/2"min.thickness wood structural L EPDXY ANCHORING ADHESIVE FOR .I ,- •_' •_ _ , _ J� SHEATHING I per Table R602.10.5 panel sheathing I. Min double 2 x post O USE WITH THREADED ROD J :�'= �'s X1:1- ='= = 'fsj _ _ _ a: No.of jack studs per Z MECHANICAL ANCHORS;SIMPSON Q 1•I 1• ALL HORIZONTAL PANEL JOINTS Min.(2)2x4 typ. Table R602.7(1&2) WEDGE-ALL WEDGE ANCHOR •I 1•I SHALL OCCUR OVER AND BE DECK FOOTING: 'I I'I NAILED TO COMMON FRAMING Min.(2)1/2"Diameter anchors (, ch 8" DIAMETER TO VIRGIN SOIL 'I I,I 1 I 1• OR BLOCKING WITH WITH PANEL Installed per section R403.1.6 1 (MIN 36"BELOW GRADE) d , , iv t'I 1: EDGE-NAILING IN ACCORDANCE with 2"x 2"x 3/16"plate washer �1 INTERIO 1.1 I•I I. WITH THE IRC SECTION R602.10.10 ,1 SPACING .I ISI I•I 1. 2 x 4 or 2 x 6 STUD WALL 2X BOTTOM PLATE Q Q Z I I,t I•i I• METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION -FIGURE R602 10 6 4 •1 I•I I•I I• EDGE SPACING -6" Attach Sheathing to (n Q Band or Rim joist with nail sole plat Attach Sheathing U Lu nail sole plate •,_ _ _ _ L, _ _ _ ,_ _ _ _,' 8D common nials to joist per Band or Rim joist wl to Joist per O P.T. POST TO CONC. PIER & FOOTING at 3"o.c.Top an Sub-Floor nailing sched. 8D common nials nailing sched. _ Bottom at 3"o.c.Top and ZRimJoist O CONNECTION Ca. NEW DECK NTS '—° '—' Bottom '� SIMPSON ABU INSTALLED IN ACCORDANCE Rim Joist ° ° ' p er WITH SIMPSON SPECIFICATIONS AND DRAWINGS. FASTENING REQUIREMENTS FOR . . . . nchor Bolts and 1 BRACED WALL PANEL AS PER per plans U TABLE R602.3.(3) METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION-FIGURE R602,10.6.4 W O Z ',I- Q ALL THRESHOLD CAREFULLY 1-1/411gale. x 20 gage 0 U) FLASHED&CAULKED coil strap with (5) 8d common PREVENT WATER INTRUSION CONTINUOUS FLASHING EXTENDED CUT nails in each end at each rafter. N C PAST JOIST HANGER `- o �•H LENGTH 4 Ft Perimeter PROVIDE STRUCTURAL RIDGES °o o E GALV.DECK HANGER 12 Min -= 4 O.C. Zone Panel Field @ w ,Y w E 3 o L2,0 SIMPSON LUS26 @ 2X6 Nail spacing Nailing-See Nailing Each Rafter on Each side -= m o V a 2.a SIMPSON LUS28 @ 2X8 g m w o Schedule Dw -1 of Ridge to have a z a a ; , SIMPSON LUS28 @ 2X10 ', o - y Simpson LSU skewable hanger = 8. g � .22 m2Foa � oyv �� � CLEAR �-�a 0 75 0,s M o c w je >.o a�g `o OR EQUAL TO DEPTH OF DECK JOIST ANDG7 Y1 i? C O f0•C C 3 2X P. .LEDGER; S G S O U Y NO GREATER THAN THE DEPTH OF HE RIM JOIST 11 a c c c n� �, C. 0 ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED �� I-I/4 Metal Coil Strap ° • g N v ya,E .0 c w ` Use 1-1/4 Metal N� GALV LAG SCREWS PER IRC TABLE R507.2 AND Coil Strap 20 Gage 20 Gage With S-Sd common nails. °° 2 s CU: y °3 e PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) p 9 Look Out Blocks a co o o see Schedule on DWG-1 12" Min (5) 8d common nails wrap over Rafter and nail to Less than ,°° o 0 a r =9 C° a M tip of lag screw shall fully extend beyond Gable End Wall r 'L-- o = E : o the inside face of the band joist. in EACH END at each Stud and Rafter side, or Equal ?'z a y m o :r EACH Stud. to 12" L0 �� = °'� (D2r 12 8d@6" ocAlong Fuyma � aiea._ oa ~•`' Braced Wall Panel RAFTER TO STUD STRAP FIGURE R602.10.8(1) NTS RAKE OVERHANG LIMITS - LOOKOUT BLOCKS z NTS RAFTER TO RIDGE STRAP IRC 802.3.1 (1) O = R507 EXTERIOR DECKS WALL TO WALL STRAP IN LIEU OF RIDGE STRAPS W 1— -0 NTS PROVIDE MIN.2X4 COLLAR TIES @ X48"o.c. In (� _C LEDGER BOARD ATTACHMENT TO BAND JOIST � LOCATED IN THE UPPER THIRD W O W OF THE ATTIC SPACE AND ATTACH _J Z Z J WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS TO THE RAFTERS WITH 4.8D NAILS EACH END Q J z -r � O LU (.5WI- 0 Ct) W — CL STAGGERED !!nn z FASTENERS TOP PLATES TOP PLATES V SEE TABLE 507.2 iv g IN 2 ROWS QO OO �O O T .5"MIN FOR 2X8' EXTERIOR OR .5"MIN FOR 2X10 BEARING WALLSTUD BORED HOLE MAX STUD 7.5"MIN FOR 2X12 BORED HOLE MAX DIAMETER 60% O O O O TUD DIAMETER 40% (PERCENT)OF S NOTCH GREATER STUD DEPTHF DEPTH THAN 50% 5/8"MIN. 5/8"MIN. 5/8'MIN /8"MIN. O 0 2"MIN (PERCENT)OF TO EDGE TO EDGE TO EDGE TO EDGE N N W LEDGER BOARD LAG SCREW OR THRU-BOLT 3/4"MIN PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE METAL TIE FASTENED ACROSS AND NOTCH MUST NOT NOTCH MUST NOT - 8d Nails M o TO THE PLATE AT EACH OF THE EXCEED 25% o EXCEED 40% o each end N o NOTCH WITH 8-1 OD NAILS EACH SIDE (PERCENT)OF (PERCENT)OF Z STUD DEPTH STUD DEPTH W co mC Q PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS C � BORED HOLES SHALL L W IF HOLE IS BETWEEN NOTW W PER FIGURE R507.2.1 1 OF 2015 IRC CODE TOP PLATES 40%(PERCENT)AND THE SAMEBE CROSSATED F- c!) J La BORED HOLES SHALL THE SAME CROSS 80%(PERCENT)OF IPE NOT BE LOCATED IN STUD DEPTH THEN SECTION OF THE CUT �- W V THE SAME CROSS STUD MUST BE DOUBLE OR NOTCH IN STUD W *Distance can be reduced to 4.5" SECTION OF THE CUT NO MORE THAN TWO (f U) if lag screws are used or bolt FIGURE R602.61 OR NOTCH IN STUD SUCCESSIVE STUDS Simpson 2.5A Hurricane Tie RE DOUBLED spacing is reduced to that of TOP PLATE FRAMING TO ACCOMMADAND SO BORED ATE PIPING Rafter to Header lag screws to attach 2x8 FIGURE R602.2.3(1) FIGURE R602.2,3(2) ledgers to 2x8 band joists(1/2" IRC FIGURE R602.6(1)NOTCHING AND IRC FIGURE R602.6(2)NOTCHING AND NITS stacked washers not permitted) BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR WALLS AND BEARING WALLS NON-BEARING WALLS V Sison H 1-1/4" x 20 gage G-185 H2AStud ToRafter Galvanized Strap w Cq Connector with (5)-8d common nails t N at each stud, wrap under sill a Structural Typical Metal WINDOW HDR and nail to back of each sill. Strapping ` (T U at Openings N Strap may be attached OVER �7 I"'�1 � _ i-i r--i Cd Ridge Rafter Horizontally attached r the plywood OR directly to [� 1--�1 d � � o c. per Plan plywood sheathing a Studs. per Plan shall have Solid Blocking M @ all Plywood Joints FACE MOUNT JOIST NGER T Nail to back of each stud U .� o N1= N.T.S. ,-0 Cl . " • ' M�1 dj O M -_Ilt o Joist hangers, as shown shall each have a Comer Holdowns �=III • '••• NOTE;ALL STRAPPING SHALL U Refer to plans '=1I I ► '• '• [� ,q minimum download capacity in accordance with Table _ a . • BEAR MIN. 1z"ON STUD OR _ 0��� SIMPSON LSSU HANGER 3A. The joist hanger shall be selected from an approved if required ..► if required � RAFTER FACE TYPICAL � �� J HIG NTS manufacturer's product data based on the dimensions of n the joist or header it is carrying. Joist hangers shall be RIM JOIST STRAPPING IN CONTACT WITH CONCRETE OR MASONRY94 �� G� �►. '� r= FOUNDATION-SILL-STUD SHALL BE HOT DIPPED GALVANIXED AFTER FABRICATION galvanized or stainless steel (see MINIMUM Sill Strapping STRAPPING OR GALVANIZED STEEL COATED WITH A MINIMUM OF * ;1 REQUIREMENTS). See details on 1.8 OZ.OF ZINC PER SQUARE FOOT OF STEEL, Use joist hangers with inside flanges when clearances to this page. - TYPICAL ELEVATION Applies to Garage Wall and DETERMINED the edge of the beam or ledger board dictate. Do not use WALL TO HEADER STRAPPINGSlab on Grade Construction BY USING THE ASTM A 90 TRIPLE SPOT TEST. '9T�Odc NE`Ny clip angles or brackets to support joists. N.T.S. L O - Eave baffle installed adjacent to soffit and eave Q Table R402.4.1.1 Air barrier and insulation installation. ENERGY NOTES vents. Baffle shall extend over 0 >" the top of the attic insulation TABLE R402.4.1.1 as per IRC chapter 11 TYR ROOF CONST. Q Q � h AIR BARRIER AND INSULATION INSTALLATION (R40202.3) COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa ADDITIONS&ALTERATIONS: Q SHALL BE IN ACCORDANCE WITH 2017 NYS CODE SUPPLEMENT N1103.2 SealingMandato Ducts air handlers and filter boxes shall be sealed Typ Fascia 0^ General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. APPENDIX J FOR EXISTING BUILDINGS SECTION AJ104 ENERGY EFFICIENCY (Mandatory): Soffit see L� J requirements in the building envelope. joints and seams shall comply with Section M1601.4.1 of the IRC. Const. Dwgs O — O Exterior thermal envelope contains a Additons,Alterations or renovations shall conform fo the provisions of Section N1107 as they relate to new construction without requiring the unaltered portion(s)of the a N1103.3.3 Duct Testing (Mandatory): Ducts shall be pressure tested by a rough-in SEALANT �/� continuous air barrier. existingbuilding to comply with this chapter. C0 V J 9 p Y P test or post construction test by an approved HERS rater. v� Breaks or joints in the air barrier shall be Typ. Exterior wa sealed. Design in accordance with SECTION N1102 (R402) Building thermal Envelope See Const. Dwgs O prescriptive compliance, Building envelope shall conform to Table Nil 02.1.2 N1103.3.4 Duct Leakage: total leakage shall be less than 4cf per minute per 100sq ft. W Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The installation density of the insulation shall be at the manufacturers'product insulation and fenestration requirements by component. of condition floor area where the air handler is installed at test time. Z O M recommendation and said density shall be maintained for all volume of `- , �^ each cavity. Batt type insulation will show no voids or gaps and All heating and cooling systems shall conform to N1108(R502)Additions. N1103.3.5 Building cavaties: Framing cavities shall not be used as duct or plenums. O T� V) maintain an even density for the entire cavity.Batt insulation shall be RAFTER SEALING AT ATTIC EAVE The Building envelope of the addition shall comply with sections installed in the recommended cavity depth.Where an obstruction in N1102.1-Building thermal envelope see table N1102.1.2 N1103.4 Mechanical system piping insulation (Mandatory): Mechanical system piping the cavity due to services,blocking,bracing or other obstruction ( o N1102.2-Specific insulation requirements, N1102.3.1 -N1102.3.5 Fenestration insulation carrying fluids > 105 F degrees or < 55F degrees shall be insulated with E.- exists,the batt product will be cut to fit the remaining depth of the o c T y and N1102.4-Air Leakage (mandatory) leakage rate shall not exceed 3 air R-3 Minimum. s m•- cavity.Where the batt is cut around obstructions,loose fill insulation -6 :- o E E changes per hour as tested by a certified HERS rater. m d �, �a+ � o g E. ° shall be placed to fill any surface or concealed voids,and at the o+ -- E t N �, °o manufacturers'specified density.Where faced batt is used,the N1103.5 Service Hot Water Systems: shall include: Heated water circulation and ° N1102.4.2 Fireplaces; New wood burning fireplaces shall have:flue dampers or doors z a o installation tabs must be stapled to the face of the stud. There shall be and outdoor combustion air. Doors on factory built fireplaces shall be labeled and listed temperature maintenance systems (Mandatory), circulation systems, demand LOW DENSITY SPRAY FOAM no compression to the batt at the edges of the cavity due to inset INSULATION R VALUE IN " y °' g£ t ° U C C ` N�.0 in accordance with UL 127, the doors shall be tested and listed for fireplaces. recirculation systems, pipe insulation + m = ° �, o ° N ° o o` ACCORDANCE WITH �' °° ` " ` ° -- staplinginstallation tabs. ° ° y ° V Y Rigid Foam or c n� ° � >� S Ef p `o N1102.4.5 Recessed Lighting: Shall be sealed to limit air leakage. HERS REPORT " ` ` ° ` � ° ` 3 m2 H- L '02a .2 Insulation that upon installation readily conforms to available space g g� g N 03.6 Mechanics Ventilation (Mandatory): ventilation as per M 507 Wood Blocking �-- c�.,� ° ° m shall be installed fillip the entire cavi and within the manufacturers' All recessed lights shall be IC-rated and labeled as having air leakage rate <2.0 cfm. o a g 0 o N v N w g cavity of the IRC. Exhaust vents from bathrooms and toilet rooms shall directly to the as backdam TYR ROOF CONST. density recommendation. All recessed lights to be sealed with a gasket or caulk between light and ceiling. � N ��� o w outdoors. They shall not discharge into attics, crawl spaces or inside the building. ° - = t °U,µ - E Roof underla inept L a� �� N� ° ° 3:-6 ° Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the N1103 Systems; Heating and cooling systems shall comply with sections y 2 x CJ W/ INSULATION °" U t O S U w L gn N1103.1, N1103.2, N1103.3, N1103.5 and N1103.6 Whole-house mechanical ventilations stems shall be designed b the mechanical p 9 ` goo• ceiling/soffit soffit shall be aligned with the air barrier. y g y sealed to drip edge AS PER DRAWINGS " `° L `° _ y insulation and any gaps in the air barrier contractor or 3rd party energy consulant in accordance with L y c sealed. OR HERS RATER ¢ N 0 ° ° N1103.1 Controls (Mandatory) at least one programmable thermostat shall be °' ° $ L = L C IRC sections M1507.3.1 - M1507.3.3. provide design per M1507.3.1 manual F- ° w ° ET F- ° E a.!=o c. Access openings,dro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at provided for each separate heating and cooling system. Typ Fascia/ :' p y p override controls per M1507.3.2, ventilation rates per table M1507.3.3(1) of the IRC. Soffit see wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. N1103.3 Ducts; in accordance with N1103.3.1 -N11033.3.5 SEALANT z . shall be sealed. Const. Dwgs Supply and return in attics shall be insulated with R-8 Minimum were greater N1104.1 Lighting ( Mandatory): Not less than 75 percent of the lamps in permanently C/) O = Walls The 'unction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated than 3 inches in diameter and R-6 where less than 3 inches in diameter non-vented � installed light fixtures shall be high-efficacy lamps. W }- -a CL plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal Supply and return in other areas shall be insulated with R-6 Minimum were greater In V � top plate and top of exterior walls shall be resistance of R-3 per inch minimum. than 3 inches in diameter and R-4.2 where less than 3 inches in diameter sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be Typ. Exterior wall = Z z J_ installed in substantial contact and continuous alignment with the air See Const. Dwgs _-I Z Q (Dt— barrier. Windows,skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE 2 � �O W E VI � and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION U W p = shall be sealed. W V- _71 (D CL Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. W Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be p shall be covered with a Class L black permanently attached to the crawlspace walls. " TTM N W vapor retarder with overlapping joints CNF 0 w, taped. z co §,. Shafts,penetrations Duct shafts,utility penetrations,and flue ! W 00 Q p shafts opening to exterior or W unconditioned space shall be sealed. W W d W Q 1 I { U W 0 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to the correct density without any voids or gaps or compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the " available cavity space. A x 3 CERTIFICATE ( MANDATORY) N1101.14 R401.3 � Garage separation Air sealing shall be provided between the garage and ) ( ) conditioned spaces. a ` A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE Fy Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal j ." j ; BUILDER AND POSTED ON THE WALL W THE SPACE WERE THE envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. ; FURNACE IS LOCATED. M+�i Plumbing and Batt insulation shall be cut neatly to fit around wiring and ! ' THE CERTIFICATE SHALL LIST THE FOLLOWING: plumbing in exterior walls.There shall be no voids or wiring W .0 cV gaps or compression where cut to fit.Insulation that on R-VALUES FOR CEILING/ROOF, WALLS, FLOORS IFOUNDATION (SLAB, WALLS, CRAWL SPACE ETC), AND DUCTS. in installation readily conforms to available space shall extend behind i ! r-+ p P g and wiring. Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 1; U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. w exterior wall showers and tubs shall separate them from the showers and insulated. j tubs. RESULTS OF AIR LEAKAGE TESTS DU LEAKAGE `� Electrical/phone The air barrier shall be installed behind electrical or i CT TEST. box on exterior wall communication boxes or air sealed boxes shall be installed. TYPE AND EFFICIENCIES OF HEATING, COOLING, U ;1 bn c .� HVAC register HVAC register boots that penetrate building thermal ' WATER HEATING EQUIPMENT. boots envelope shall be scaled to the subfloor or drywall. ct O M M Concealed When required to be sealed,concealed fire sprinklers shall WA sprinklers only be sealed in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. IC = insulation contact. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1 IRC BRACED WALL PANEL BRACING METHOD CS-WSP CONTINUOUS SHEATHING PER PLAN BRACED WALL LINE 1-1 1-A 1-B WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 TABLE R602.10.4 page 185 BRACING METHOD CS-PF CS-PF CS-PF CS-P F CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT) 9 8 8 PORTAL FRAME DETAIL#3,DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 16" 16" 16" BRACED WALL NOTES: TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 2.5 2.5 2.5 REFER TO DETAILS ON DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c FOR HOLDOWNS,STRAPPING,BRACED WALL DIAGRAMS AND DWG-1 FOR NAILING SCHEDULE. ALL BRACED 1. EXPOSURE CATEGORY 1 1 1 WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL WITH NO VERTICAL 2. ROOF EAVE TO RIDGE HEIGHT .70 .70 .70 OR HORIZONTAL OFFSETS. 3. WALL HEIGHT .95 .95 .95 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 Z 4. NUMBER OF BWL PER DIRECTION 1 1 1 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE O 5. ADDITIONAL HOLDOWNS SHALL BE OFFSET NOT MORE THAN 4 FEET. 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 6. GYPSUM BOARD OMITTED THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH END OF A BRACED WALL LINE 7. GYPSUM BOARD FASTENING 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL Q PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE RESULT REQUIRED BRACED WALL LENGTH(FT) 1.6 1.6 1.6 R602.10.2.2 Q \T m I m I TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 4.5 4.5 4.5 ry 4'-0" 81-011 I 4'-0" PER PLAN BRACING LENGTH PROVIDED (FT) 4.5 4.5 4.5 < C) z " 161-011 ,I' „ 14'-0" COMPLIANCE YES/NO Y Y Y � Q 3-0 3-4 3-4 3-4 3-0 o e.Linear Interpolation shah be permitted 16'-0" O O 1'-011 1'-8t1 b.The total adjustment factor is the product of all applicable adjustment factors. lo C.The adjustment factor is pennited to be 1.0 when determining bracing amount for Intermediate braced wall lines T pro,Aded the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the Intermediate braced wall Ilse. y ABBREVIATIONS; BWL„BRACED WALL LINE, (2)ANCHOR BOLTS (2)ANCHOR BOLTS - - - - - - - - - - - - BW=BtACED WALL, IN EACH CS-PORTAL IN EACH CS-PORTAL �.�. Tc F TW21052 TW21052 T TW21052 TW21052 CS-PF CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL FRAME WALL ABOVE FRAME WALL ABOVE CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION O U LL SECTION-SEE SECTION-SEE Q I U 2-2x12 � I DETAIL ON PG 2 DETAIL ON PG 2 (3)2X6 to � z M� O IN IPOSTTO I o --- --------------------------------------- N ; v �o . .� v d . v �� v 4 - v `- c RIDGE I 2x10RAFTERS 16"D I 0 FT RS 16"0 of ; ;in "-- -"---- ---------_- _"__ 4 ; BWL_1-1 (2)2X6 JACK STUDS M I BETWEEN EACH J ' I i ' 24"X R-5 RIGID PERIMETER �,N, WINDOW TYPICAL °,�° 1� M ; INSULATION-(ALL WALLS) ; a y C � , .2 O E E2 N 'O O)V O xlIt C i N � th l V CO N - 1 , 1 l D'r ' = V V e V N ' T C� - I N v,ln 12 r-r- (TO N I =_„ CD �Ly I 1 1 I ti � ccpo � a p � � QEm A N N r A Ery 3 1 1 , C V _� C;2 =w O N 81�11r I Toe O I M 0 0> I D 1 1 I D.•U 0 0in M O O Y ra ' ' eef!A 2 c O W I A _ n'a� SLAB ON GRADE I %a A a� ��3 � 2 _� 36 0 � m ------------------------- I I _ O. SLAB W/6X6 X6 W1C.4 X W1.4RWWM i a i X t m y c E- o ------------------------- co , I 2x6DECK JOISTS tcr 16 oc , ° , , , c a 3 to c m o E ch END OF ON COMPACTED BASE. E c r g a N Z� 3•- ' I I ,�( _ _ BRACE _ 2-2 x 6 P.T.GIRDER _ - i ; D $= v o o o u o w o o .. 1 ' 1 1 , I U.N >(D +0- O p Z5 :L e I N WALL LINE '�1 i '�a i ; ' ° nc LUNE@ �mE � (((��Joh woor) N I I 1 r ' r L � .� \ ' iI ' 1 ' I 1 fir- o cOk� Ze� Qrn ' memo O ' ( (3)2X6 r I , 11 ' ' I v 1 Ow m e mE m m-o y o 8L. 12 1 I _ , , , , O M 1 � L C _ W n o TYP.DECK FOOTING 4-0 0 w m co n S 0 _I 1 . EXISTING I POST TO in ' SEE DETAIL ON DWG-2 ' o ~ E a i o _ _ N TW ' - FWH298DAR RIDGE d M ' ' ; T-10Yz" 6'-9'/° ; ; 14'-0" ...:: r 1 1 1 V 1 U -11��- 1 I 14 TYP. (n O ----------------------- --------- "`laa= ----- -+ +----------------------; ; ; DOWEL W I_ 4'-011 .----------------------- - 1 , '-10° ---------------------------------------- ------- ----------------- -`_`�-a -�-- -II-= ---------------------------------------- V C 51/211 1-101/2" .W_I Q 7'-5YZ' TYR DECK LEDGER DOWEL -------------------- --------------------------------------; i z z J CD SEE DET. ON DWG 2 ; ; CONCRRET KNEE WALL ; ; ID J z Q EXISTING HOLD 4"-6"BELOW TOP ; _ O W 16 VI 1 1 OF SLAB ELEVATION , 1 (� KITCHEN i 4 ; V z O I CL I 1 I 1 I 1 (n v/ EXISTING 71-5V211 , GARAGE 1 I EXISTING ----------------------- I I I I 1 1 I 1 I I 2 CAR ;----------------------- TYPICAL FOUNDATION ; I 1 GARAGE DOWEL PIN I ; i O N tW EXISTING RESIDENCE #5 STEEL DOWEL BETWEEN NEW � � N w AND EXISTING FOUNDATIONS. PINS Cq p ARE TO BE SPACED MAXIMUM 12" EXISTING w o z VERTICAL & MINIMUM 8" EMBEDMENT UNFINISHED 00 o a GROUT SOLID WITH NON-SHRINK BASEMENT w HIGH STRENGTH GROUT. ; � LU LU 1.. ... 1 I 1 1 1 I I 1 1 1 t •----------------------- 1 I I 1 1 1 I 1 t I 1 1 1 , ;---------------------------- CLASSIFICATION OF WORK: -------------------------------------------------------------- M�+�I AJ8 ADDITIONS I I -------------------------------- STRUCTURAL NOTE: 1 ST FLOOR PLAN ALL STRUCTURAL WORK SHALL COMPLY WITH NYS SCALE: 1/4" = V-0" W SUPPLEMENT APPENDIX J o SECTION AJ803 AREA OF ADDITION: 263.5 SQ FT A- r-' ALL WORK SHALL CONFORM TO; FOUNDATION PLAN MECHANICAL SYSTEMS: TYPICAL ANCHOR BOLT - IRC R403.1.6 " _ 1'-0" a Z THE MECHANICAL SYSTEMS SHALL 2015 IRC SCALE: 1/4 1 -0 ►"� w s, v BE INSTALLED IN ACCORDANCE WITH 2015 APPENDIX J OF THE IRC AS AMENDED MAXIMUM SPACING: 1/2" @ 72" O.C. Q Z c THE NYS SUPPLEMENT APPENDIX J BY THE 2017 NYS SUPPLEMENT FOR EMBEDMENT OF 7" WITH NUT & WASHER. ►--� ; ^' ct AJ804 EXISTING BUILDINGS AND STRUCTURES, KEY SECTION AJ303-ALTERATIONS-LEVEL 1 2 BOLTS PER PLATE AND HOLD AT LEAST �, M PLUMBING NOTES: SECTION AJ5 -ALTERATIONS-LEVEL 1 Ir „ W v � , SECTION AJ304-ALTERATIONS-LEVEL 2 ONE BOLT- 12 MAX AND 3-1/2" MIN OFF ) ALL PLUMBING SYSTEMS SHALL BE �+ O 'fl INSTALLED IN ACCORDANCE WITH EXISTING WALLS O Smoke Detector SECTION AJ6 -ALTERATIONS-LEVEL 2 ENDS OF PLATES. x N THE NYS SUPPLEMENT APPENDIX J Carbon Monoxide Detector 0 ,.'. SECTION AJ805 NEW WALLS CO O M 03 Refer to DWG-1 General Notes ELECTRICAL NOTE: [ _ _ _ _ ] WALLS TO BE REMOVED In accordance with Section 915 of the GENERAL EXISTING CONDITIONS NOTE: TYPICAL FOUNDATION ALL ELECTRICAL EQUIPMENT,SERVICES 2015 IFC as amended by the NYS ALL EXISTING DIMENSIONS AND CONSTRUCTION IN ACCORDANCE WITH IRC CHAPTER 4 O AND WIRING SHALL BE INSTALLED uniform code supplement WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, TABLE R404.1.2(8): FOUNDATION WALL KEY IN ACCORDANCE WITH NYS AND FIELD MEASUREMENTS. " SUPPLEMENT APPENDIX J ALL MEASUREMENTS SHALL BE VERIFIED BY 8 CAST-IN-PLACE WALL WINDOWS: AS MANUFACTURED BY: �• Cfy� SECTIONAJ806 CONTRACTOR PRIOR TO RENOVATION,ORDERING ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, JI H/ T ANDERSEN 400 SERIES DOUBLE HUNG MATERIALS AND START OF CONSTRUCTION.CONTRACTOR EXISTING FDN WALLS 2 x 6 ACID SILL PLATE COPPER TERMITE FIRE 8 LIFE SAFETY NOTE: IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. + (MATCH EXISTING) ALL SMOKE ALARMS,CARBON ARCHITECT DID NOT MEASURE INACCESSIBLE AND SHIELD, EXTERIOR DAMP-PROOFING, ALL 117 ° ' < ' 771 NEW FDN WALLS �� z MONOXIDE ALARMS OR installed as per manufacturers specification for CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN � - AUTOMATICSPRINKLERSSYTEMS 140 ultimate design Wind speed INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY FOUNDATION FOOTINGS TO EXTEND TOYa .! SHALL BE IN ACCORDANCE WITH NYS ARCHITECT of CONDITIONS. VIRGIN SOIL & BE FULL HEIGHT OR STEP [ _ _ _ _ _ 7 FDN WALLS TO BE REMOVED a ,: . SUPPLEMENT APPENDIX and IRC Table 301.2(2), 301.2(3) OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. FOOTINGS 1V TO 2H SECTION AJ802 Provide LOW-E glass; U = .30, SHGC = .29 Oy00�0 O .. �l �. �cCFm . TOP OF SUBFLOOR— _ _ — z O — z QU) 12 GUTTERS&LEADERS 00 CONT.RIDGE VENT 4.5✓ CONT.RIDGE VENT TO MATCH EXISTING Q TYPICAL Qoz WOOD ROOF SHINGLESTOP OF SUBFLOOR WOOD ROOF SHINGLES >"- ~ MATCH EXISTING — _ — MATCH EXISTING r // TOP OF PLATE ALL TRIM LL TYPICAL SOFFIT CONSTRUCTION. CD VERIFY INFIELD CH EXISTING O - p Mr12"overhangs-typical match existing 5/4"X 4"Sub Fascia c 5/4"X 8"Fascia M 3/4""V"Groove Soffit w!1 inch screen vent E _ O 5/4"x 6"Frieze board to match existing EXISTING N Metal drip edge per IRC R905.2.8.5 a� z Z 411 O TYPICAL EXTERIOR WALL M 18"Cedar shingles @ 5-1/2"w/exposure to match existing M [m� M ri O installed per manuf specs and IRC code. TOP OF NEW CONC. SLAB _ — - - - - - - -- - - E.0 TOP OF FOUNDATION ° y rn m�i �'� `o $` m NZ i I II I I I I I I r wm UC aO 5 C EXISTING GRADE 0 222 1- coEXISTING GRADE A OC! -1.:, N " o G t-0U s '� Y I t CD I I I � n= � a m _ °'y2Y .0 o � = a I I i II b I I I °'= 03 rg =Lr �3 � m FootnBottogof — -- — — UI zn w ' EXISTING I — — — — , Boon of c y a,a m� �°L 36"below l " g m S c r Grade Minimum —' — t I I i t r _ f _ _ 36 below r a c w a It 0 3 a o t- - - 1 L - — -i I I I I I r - - -I r - - J t r'2 2 C r— E � U; Grade Minimum 5 c o 0- v o m +41 p C -p m C O7 y Q N L) = N y N 2 L Vi c U C L - - 1 L _ _ t I I I I - - - J r- - - J m c C E m v'o f0 chi w E _ r � In a)—A 4 w c c o o - - - - - - - - - - - - - - TOP OF FOOTING - t - - - - - - - - - - - - - - CI - - - - - - - - - - - - - - - - - - - - - � o s � r— a) Z 00 LEFT ELEVATION RIGHT ELEVATION CL SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '-0" = z z C/) 3 0JZQ (D r W Uj E W LL' D _) °' O N N O I'— LU N C') O W O Z W U) cn p Q N HLLI J 12 LU LU W U 4.5 12 12 U) I W fA 4� �4 TOP OF SUBFLOOR — TOP OF PLATE— EXIS ING V I WIN OW MSI I BEY OD EXISTING 0 L11 j I DOOR 1 I BEYEOD o� cn 1 I Wj Lill � U ; ~ o TOP OF NEW CONC SLAB _ H� Q TOP OF FOUNDATION w o p4 U . tOo .0 EXISTING GRADE ED ARC t F -' i '- REAR ELEVATION EXISTING i I I SCALE: 1 /4" = V-0" I I TOP OF FOOTING _ — — — — — — — — — — — — 1 _t — — — — — — — — — — — t — I— r Qr�Q�o y0 - - - - - C — — — — — — — — — — — — — - I - - - - - D - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - ' ''��F �,V���. t Z 0 0 Q C) R905.1.2 ICE BARRIERS; CONTINUOUS RIDGE VENT >_ SELF-ADHERED POLYMER NODIFIED >_ �/♦ Q NEW ADDITION BITUMEN SHEET USED IN PLACE OF `�r NORMAL UNDERLAYMENT AND TRUCTURAL RIDGE BEAM nEXTEND J ALL ROOF SOUR ACES TO A POINT NOTOTHE LOWEST EDGES F typ. strapping per detail on dwg 2 0 0 LESS THAN 24 INCHES INSICE THE Add Simpson LSSU hanger EXTERIOR WALL LINE OF THE BUILDING. structural ridge beam TYPICAL ROOF CONSTRUCTION ON ROOFS WITH SLOPE EQUAL OR GREATER g THAN 8112,THE ICE BARRIER SHALL ALSO BE typical each side of the ridge 18"ACID Treated Tappersawn shingles @ 6" exposure. (MATCH EXISTING) APPLIED NOT LESS THAN 35'MEASURED ALONG Beam at each joist. Cedar breather or approved ventilation board THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING RAFTER/CEILING JOIST HEEL Ice &Water barrier as per IRC section R905.1.2 UJ 0 J JOINT CONNECTION (Note: Double underlayment is required Z Nt 0 IRC 806.3 SHALL BE NAILED for Roof slopes between 2 on 12 and 4 on 12) (Y) MIN.RV AIR GAP 12 12 TOGETHER IN ACCORDANCE Framing As per plans with 1/2" minimum exterior grade BETWN INSULATION 4 4 WITH TABLE R802.5.1(9) span rated structural plywood Sheathing, AND SHEATHING (SEE DWG-1 FOR TABLE) Nail to framing in accordance Fastener WITH METAL STRPPING AT EACH RAFTER TO STUD. Schedules & Strapping per detail sheet(s). y TOP OF PLATE R-30C BATT E.0 INSULATION Flashing per IRC R905.2.8 m� a•E � WE rn3 � o° °o TYPICAL SOFFIT CONSTRUCTION. c, c ai c MATCH EXISTING HOUSE '°.oc" r ° r- a. ° " mom ° co 12" overhangs-typical $ _ _ O t ° 15 5/4" X 4" Sub Fascia 0-o s `- � y �� �� " m y 2 c o 5/4 X 8 Fascia �, s 3 3/4" "V" Groove Soffit w/ 1 inch screen vent 0"" 8"o G V 0- C �, C 5/4" x 6" Frieze board to match existing _.� �'0-9 t 3 0 TOP OF NEW SLAB TO Metal drip edge per IRC R905.2.8.5 r 0' o ° o oC' fl m = yui a Half round gutters to match existing = s= E s_ a ALIGN WITH EXISTING _ = `° s TILE FLOOR `0 n aZi ° ° H TOP OF SUBFLOOR R-21 BATT °' = E 19 0 8 w 22 - — - — - — - — - — a a a INSULATION TYPICAL EXTERIOR WALL N co a cc E a.=_o TOP OF FOUNDATION a 95%u COMPACTED a° ' 2x6 Doug-Fir Wood Studs @ 16" oc. GRANULAR FILL Double top Plate and Single Sole Plate. Z 4"REINFORCED CONRETE ;° 1/2" exterior Grade - Span Rated0 o SLAB Continuous Structural plywood sheathing W 24"X 11"R-5 RIGID PERIMTER Fastened per Fastener schedule. ~ U EXISTING INSULATION OP OF FOOTING 6 Bottom of 18" Cedar shingles @ 5-1/2" w/exposure (MATCH EXISTING) J Z Z J o Footing installed per manuf specs and IRC code. d' EXISTING ROOF 36"below J N Z ROOF Grade Minimum Air infiltration Barrier. W Q O Fa - a VI Cont. load path strapping installed in accordance W CU with drawings. Provide Fire Blocking in accordance U W H O P with IRC R302.11 & R302.11.1 and to ZLL 5 Draftstopping per R302.12 & R302.12.1 a (n TYPICAL FOUNDATION CONSTRUCTION SECTION — A in accordance with chapter 4 3000 psi Air Entrained cast-in-place concrete SCALE: 1 /4" = 1 '-Off wall on cast-in-place Concrete Wall Footing per R403. refer to Foundation Plan for footing size & Structural Hangers, Hurricane thickness. rn Ties and strapping Damproofing per R406. 2x6 approved N w Refer to Details on DWG-2 treated Sill Plate, Sill Seal And Termite shield per N O Section R318.Anchor bolts per Foundation Plan X Z and R403.1.6 mQ INTERIOR WALL FINISH l N Provide 1/2" Gypsum Wall Board on walls and ceiling (except crawl space) u W U) Beaded Board finish on Ceiling or as per Owners INSULATION SCHEDULE selection. shall comply with Res-Check insulation requirements of 2015 IRC & the 2017 NYS IECC Supplement Location R-value Thickness ROOF PLAN Flat Clg R-30c 8-1/4" SCALE: 1/4" = 1'-0" Vaulted Clg R-30c 8-1/411 Exterior 2x6 walls R-21 5-1/2" Floor over Crawl space R-19 6-1/2" `y air seal walls to pass 3 air changes per hour a All Glazing U = .30 SCGH: .30 U Doors-less than 50% glazing U = .40 Door-more than 50% glazing U = .30 SCGH: .30 [[�� [--� " c cl R403.6 Mechanical ventilation shall be provided thata > c` meets the requirements of section M1507 of the IRC U b o R403.7 Heating and cooling equipment shall be 0 w o Cd M sized in accordance with ACCA manual J by a certified third party rater. �•'. 0190A0 OQ�6 ����OF NE�y