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HomeMy WebLinkAbout42361-Z ��Q�OSUFFOI'fCpG� Town of Southold 10/16/2018 -A P.O.Box 1179 C3 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39974 Date: 10/16/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1105 Mill Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 74.-2-10.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/26/2018 pursuant to which Building Permit No. 42361 dated 2/12/2018 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: one family dwelling with unfinished basement, covered porch, deck,rear landing and attached two car garage as applied for. The certificate is issued to Fredericks,George&Lorraine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0007 10/5/2018 ELECTRICAL CERTIFICATE NO. 42361 9/12/2018 PLUMBERS CERTIFICATION DATED 6/14/2018 Spi4hold Plumling 060 Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42361 Date: 2/12/2018 Permission is hereby granted to: Bohner, Richard PO BOX 184 Peconic, NY 11958 To: construct single-family dwelling as applied for per SCHD approval and Trustees Non-Jurisdiction letter. At premises located at: 1105 Mill Rd, Peconic SCTM # 473889 Sec/Block/Lot# 74.-2-10.5 Pursuant to application dated 1/26/2018 and approved by the Building Inspector. To expire on 8/14/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,693.60 CO -NEW DWELLING $50.00 Total: $1,743.60 B ' din spector 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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: U5 House No. Street rr /� Hamlet Owner or Owners of Property: Ff--UW�� V�� �0,9_ t tyA ) Suffolk County Tax Map No 1000, Section Block Lot I b Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature �o�X�pF SO!/l�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �O • ao roger.richertatown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fredericks Address: 1105 Mill Rd City: Peconic St: New York Zip- 11958 Building Permit#. 42361 Section 74 Block 2 Lot 105 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Double Pole Electric License No. SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 41 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 8 Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 17 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances N Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect W Switches Twist Lock Exit Fixtures TVSS Other Equipment: range hood, 5-paddle fans, 2-bath fans, 2-combination smoke/co detectors, 9-combination GFCI/Arc fault circuit breakers,9-ARC fault circuit breakers, 1-30a generator recpticle Notes Inspector Signature:! Date: September 12 2018 81-Cert Electrical Compliance Form xls *pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold,NY 11971-0959 1�c4UM`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: f�!�'P l`/e��G/Cr• . . (Please print) P-lurnber: Sd��lU Au�—W-4'�ql - - - - - -- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of UVIi�Q 20 )2 e* n D npD J2QE0V[E JUN 1 1 2018 Notary Public, County BUELD TQC DEPT. CONNIE D. BUNCH To"OFSOUTLECMD Notary Public,State of New York No.01 BUST&W60 Qualified in Suffolk County Commission Expires April 14,2A�,o rsf so UNTY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 STAID [ ] ROUGH PLBG-. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fkm f� w� p6h, ✓bpi 5 6✓ o InVO4 -4v �om 0 DATE -oj2 INSPECTOR - 6 q SOUl�,� N o UM 10c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r 6. A 9 r s n V DATE INSPECTOR �o��OF SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. `ycOUN►v��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] _OUNDATION 2ND [ ] INSULATION [ FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �OFSo # TOWN OF SOUTHOLD BUILDING DEPT. coU765-1802 INSPEC 10-N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: iivg 4 r - ' a✓l DATE S INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -,� l [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE O INSPECTOR �` of SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLSG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)' [ ] CTRICAL (FINAL) [ ] CODE VIOLATION IV CAULKING REMARKS: 1� 6611V✓ o v¢ mgfi^ ` A v ISG, S A%rr, A&uo,�, vk . DATE INSPECTOR OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ( ] CAULKING REMARKS: DATE l I INSPECTOR �� I ` �aOF 50UlyO # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ],ROUGH PLBG. [ ] FPUNDATION 2NDnn [ SULATION [ FRA�M_ING, /STRAPPI GAA [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Of DUAL* OKI/ �ny 0 a n Svr� DATE INSPECTOR lu& ITA r- rENERGY ATb- cDsr0 AMMS Live Oomn oHabf& & E66iciexf1&- Spray Foam Specialists * HERS Raters LOlY�r1SLAND Energy Assessments to lower your Utility Bills Suffolk Lic#35254-H Nassau Lic #H1901550000 390 Middle Country Road, P 0. Box 899 Middle Island, NY 11953 Phone: 631-924-0500 Fax: 631-924-4584 www.radiantinsulationli.com Date: September 21, 2018 Re: 1105 Mill Lane, Peconic, NY Vqv5 (ol To Whom It May Concern This is to state that a Blower Door Test was performed at the above referenced project and a final number of 1,217cfm was recorded which passes the 2015 IECC Energy Code requirements by more than 7.23% If you should have any questions please contact me @ 924-0500 Sincerely Greg Webster Radiant Insulation P40, &4-0l i ii General Information Conditioned Floor Area [sq_ ft_] 1,540 Infiltration Volume [cu. ft_] 26,117 Number of Bedrooms 3 Air Leakage Measured Infiltration 1217 CFM50 (2.8 ACH50) ACH50 (Calculated) 2.3 ELA [sq in.] (Calculated) 669 ELA per 100 s.f. Shell Area (Calculated) 1.07 CF1v150 (Calculated) 1217 . • moym Mal FOUNDATION (1ST) SOMA --------------------------- - - . ter -■•� - I ROUGH FRAMING&PLUMBING � ' / INSULATION .STATE ENERGY � ► f. IWIMmi ml , ADDITIONAL COMMENTS j� r .. Flo w on- dD 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 AM FAX: (631) 765-9502 • Survey V' Southoldtownny.gov PERMIT NO. q23 Check Septic Form ✓ N.Y;S.D.E.C. e/ Trustees t/ C.O.Application ' Flood Permit ' Examined � ,20 Single&Separate "A Truss Identification Form V / Storm-Water Assessment Form d Contact: t Approved (7� 20 [ Mail to: G r t nk/-/T✓a ZA Y_ WDisapproved a/c ® °� 5 `� '�f � Phone: l 7q, (03l 9R-9 5YI-70 Expiration ,20 I Buil mg Inspector cc' DR f 771 0" ,M_-'9�3 ICATION FOR BUILDING PERMIT JAN 2 6 2018 Date—/ _ 1-5' , 201 INSTRUCTIONS a.T�' ftcation'MPJS'Ii'lc'completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,'ad� tee 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. r-r-7 (Signature of applicant or name,if a corporation) GENDOT HOMES,INC. P.Q.Box 534 *va%M WRlicant) State whether applicant is owner,lessee, agent,architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer__ CJ 6_y-al� L�'/ (Name and title of corporate o icer) Builders License No. 9 - H Plumbers License No. oZ 1 LP A4 IM Electricians License No. Other'Trade's License No. 1. Location of land on which proposed work wife done: 11 bS� M 14--L pz✓G aAuz l G House Number Street Hamlet County Tax Map No. 1000 Section -74/ Block -- Lot .P Sutdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy nl0A1 b. Intended use and occupancy 67 t n Q f Qywa Li► 1'��Z C� 3. Nature of work(check which applicable): New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost a 3 V l F VV Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /\l R 7. Dimensions of existing structures,if any:Front /ll T7�O Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Al&v-e_ Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front L ' �� Rear l'S Depth Height d ez ° Number of Stories 9. Size of lot: Front A5_17 / Rear a5'�S Depth a 33 10.Date of Purchase 0- v Name of Former Owner 6F'6 OM A 5 9 01A 11. Zone or use district in which premises are situated / 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO V 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO IFU w meftl/5r- 14.Names of Owner of premises El Zrl r-r- Address,5ADT97'f✓i1 AIV Phone No. Name of Architect A V b'c Address Wa Phone No (o 3 `-02 09- 3351 Name of Contractor 6cKCvU 5 i i Address W done No. Q 33 l - 9cZ9-"7 6 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 V * 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. /V/A 18. Are there any covenants and restrictions with respect to this property? *YES NO—V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFo116 L_1S l A4 (7,'14 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ( He 's the ()IV ��t/���� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. o before methin � 2� day f� TU Notary Public BO H A.WOJCIK �� ature of Applicant Not Public,State of New York No.4990159 Not in Suffolk County r1 ,11 Commission Expires Dec.30, r 7 � Michael J.Domino,President ��0f soyo Town Hall Annex John 1VI.Bredemeyer III,Vice-President h0 l0 54375 Route 25 t P.O.Box 1 Charles J. Sanders Southold,New York 11971 Glenn Goldsmith G Q �p Telephone(631) 765-1892 A.Nicholas Krupski O Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 19, 2017 Richard Bohner 1105 Mill Lane Peconic, NY 11958 RE: 1105 MILL LANE, PECONIC SCTM#: 1000-74-2-10.5 Dear Mr. Bohner: The Southold Town Board of Trustees reviewed the survey prepared by Harold F. Tranchon, Jr., P.C. dated November 30, 2017and determined that the proposed construction of a one-story dwelling, garage and driveway is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code, but not that the section of the wildlife fence south of ribbon 3 which falls within 100 feet of the wetlands. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area ` 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 rosier.richert(a)town.southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: MAY 16, 2018 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # (631) 361-6440 CELL # (631) 672-0241 FAX # (631) 361-6442 E-MAIL: dblepole@aol.com JOBSITE INFORMATION - NAME: FREDERICK'S RESIDENCE ADDRESS: 1105 MILL LANE CROSS STREET: PECONIC NY 11956 PHONE NUMBER: PERMIT NUMBER: 42361 TAX MAP # District: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION Is job ready for inspection: NO Do you need a Temp Certificate: YES - please s TEMP INFORMATION (if needed) D D Service Size 200 AMP- UNDER GROUND MAY 2 2 2018 New Service YES Additional Information TOWN OF 86Zii • Dq� °�1 94 uFF04�oG BUILDING DEPARTMENT-Electrical Inspector ori x TOWN OF SOUTHOLD WOy • !g Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �Ql , '�►�� Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # Date /,l y ZZ- 2018 Customer Name L'4Z S Electrician Name b r3 L U &ZOC, Address Phone j— e-mail e-mail rPoLE w w Phone License# '3q/3 Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.on the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 9 a ove. Authorized by J d' ( ) Y Scott. A. Rl.Lssell ,� �� 5�C' 0���C7ZI�J[\ TA,\`7C'���E�)k� SUPERVISOR � � MA,1\A\(Gl)E MUE 1\T SOUTHOLD TOWN BALL-P.O.Box 1179 53095 Main Road-SO=OLD,NEIN YORK 11971 �O ��- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES TMS PROJECT INVOLVE ANY OF -THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) t ❑WA. Clearing, grubbing, grading or stripping of land which affects more ,than 5,000 square feet of ground surface. [0❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Ej C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ,J erosion hazard area. EJ[�J E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. i , ❑ 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, ----SignaturcT-Contact-lafor-mationDate-&-County-Tax-Map.NumberL--Cbapte"36-doe-r.not-appl*-to4our-projecL— if you answered YEs to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Cbeck List Form to the Building Department with your Building Permit Application. APPLICANT: (Pr�Owner.Design Professional,Agent,Contractor,Other) S.C.T.M. *: 1000 Date District NAMESe �u ction Block Int FOR BUILDING DEP.=A IITNJIENT U E- ONLY Contact Inforrmt:on: Reviewed By: - - - - - - - - - - - - - - - - - - Date: = O1 S Property Address/ Location of- Construction Work: — — — — — — — — — — — ` — — — — �/�r ! ��p/I�,� Approved for processing Building Permit. VJ I I,LG� Y—t.UA! lorrnwaler Management Control Plan Not Required. Stormwater lvlanagement Control Plan is Required. (Forward to Engineering Department for Review-) FORM ` SJMCP- TOS MAY 2014 APPLICAN'r:' S.C.T.M.*: 1000 (Property Owner,Design ProfessiorW,Agent Coutracto other) — - by i CHAPTER 236 -7 4 a- /0.5 Stormwater Management Control Plan CHECK LIST NAME: ilw tf YVbV section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 1� r l ate: /_ 1� �k The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Cheeklistl ale - ft-1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YE NO NA If you need additional room for explanations, Please Provide additional show all of the following items: Paper.Y P a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by 9236-1702i. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ARE REQUIRED e. Limits of Clearing& Area of Proposed Land Disturbance. Contact I US Engineering at 765-15W- before f. Existing& Proposed Contours of the Site (Minimum 2 Intcrvats) Backfill, OR Provide Engineer's g. Location of all existing& proposed structures, roads, that the drainage has hptzo inrztalled to Cede. driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 6 L '. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). i 1. Location of proposed concrete washout area(s). i INN M. Location or all proposed erosion&sediment control measures. ElResGN i L3 FEB 1 2 21 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and Infiltrate Shall il 1clude btit not be limited to- on-site the run-orf from all Impervious surfaces generated by a two(2")inch well maintalnedea,isti tiction EntiFiFIRee, wm"'Tranx Un rainfall/storm event. Wire Backed t encs TOWN OF SOUT.111U.:JD 3. Details&Sectional Drawings for stormwater practices are required for approval. Seeding of exposed an or inactive . Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins, trench drains,etc.) d. Leaching Structures (e. infiltration basin swales,etc.) **"* FOR ENGINEERI DEPARTMENT USE ONLY**** Additional Information is Requited. Reviewed& Stormwater- Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 2 9 1 SMCP has been approved by the Engineel•ing Department. 4'r I FORM * SWCP Check List -TOS MAY 2014 (� Town Hall Annex i�y� y�� Telephone(631)765-1802 54375 Main Road C 411 Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE'CONSTRUCTION..PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Co —I Owner: Location of Property: ` 5- A4t LL Z-,gAY�� /���C6 �•l l C. Please to notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the foil ng location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): 4/�'� ���ivv✓ Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Bunch, Connie From: dblepole@aol.com Sent: Tuesday, May 22, 2018 10:16 AM To: Bunch, Connie Subject: Re:temp Hi Connie, Thank you. Can you also send me a Temp for Permit#42361. 1 sent that in last week, 200 amp underground service. Thanks, Steve -----Original Message----- From: Bunch, Connie <Connie.Bunch @town.southold.ny.us> To. 'dblepole@aol com' <dblepole@aol.com> Sent: Mon, May 21, 2018 8.48 am Subject: temp Here is your temp for Burrascano. Have a good day. Connie 1 o��oF so�ryQl Town Hall Annex Telephone(631)765-1802 54375 Main Road CO- Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD September 24, 2018 Richard Bohner PO Box 184 Peconic NY 11958 Re: 1105 Mill Rd, Peconic TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: ote: Bower door test resu fs_required. Electrical Underwriters Certificate ee of$50.00. 0� Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final `Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42361 — New Dwelling LOT AREA = 86,382 SQ. FT., 1.983 acres DATUM — 1988 N.A.V D. (29.5) = ELEVATION VACANT PROPOSE 1 STY. FR. DWELLING W/ 3 BEDROOMS 1 ST FLOOR AREA = 1,545 SQ. FT. _ _ _ _ _ _ _ _ GAR AREA = 542 SQ. FT, existing water main TOTAL = 2,087 SQ. FT. ( MILL ROAD ) = 1 (28.9) FFL ELEV 28.0 (29-s PECONIC MILL LANE � � GAR ELEV = 26.0 edge of _ — _ S 53-1 1'40"E pavement— — — -' — 8.20' , PROPOSE SANITARY SYSTEM = o pole S 49'13 00 E 67.00ie (30.2) 1 — 1000 GAL SEPTIC TANK / FD 650'± 1 — LEACHING POOL 8' DIA. X 12' DEEP (31.0- column I I column I MON p cc, `f j J Q� O I I I NO X O U NOTE ELECTRIC SERVICE FROM OVERHEAD LINES N I � ribbon 1 I I 129' tywetlands m I `C 12 X ' X NX U I a CO I a 75' / ribbon 2 99' to wetlands X c9 IZ / LLIDWELLING / PUBLIC WATER o 3O I v approximate location 0 NOW OR FORMERLY RADZIEWICZ I I I X pp o / Z w of wetlands V) Y / / X 'a / FD S 49'13'00"E 222.75' Cr I'D / Cr I / SPIKE SPIKE / / / I Ld XFD / STH STK (23 9) ribbon 3 Z 52' to wetlands / Q X / 00 / Y / Foca) N X � x \ / 138' ribbon 4 / w°`o �/ ��eA°� / I 36' to wetlands Q. I (26.0) QTop°5°A j / I X Q x x .s a Z I r. ' I LJ97 :(26.0) �,P4 0. // TEST X J1, HOLE G) x �� covered — - n Nom, porch n n •� o — v A , � = r I _ w drywell a4 o ,=r.S10•e.7 ' 3 X 0aI ; I X Q '°°`� �, i s t L,,.a •• n f,e- `�„k�j I to aLs�`� o :3�+ �� �: ,C rout ribbon 5 Zf �ij 6 ce ( I O 36' to wetlands O 0 0C Ian s setback N .P rywell • w JAN 1.6 ��. .� I AA C � � pI l+� p r;?�`t} � ® tls�ri �� painted �— �t- ®>�lti.� ,� CIA r tree U (22.5) ` 233.97 �— N 5 0"W N 53-48'10"W 56.1 0 56.10 NOW OR FORMERLY SFAELOS REALTY CORP. �►.�so�.z: VACANT Ex.m atio€ Inspection s u.Isr O;dl NOTE Fc-iS ar y %'Sy°SA.t,B.m Location of water mainsBy Health Department & adjoiners water supply Department L by others and are not guaranteed. NOTE: LOCATION OF WETLAND RIBBONS WITH OFFSETS DETERMINED BY THE TEST HOLE BY McDONALD GEOSCIENCE DATE 12/4/2017 THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT SOB No. 17-299 FILE No. 1012E INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS. POOLS. PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION 0• SURVEYED FOR GEORGE FREDRICKS DARK BROWN LOAM OL UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 0.5' BROWN SILTY SAND 7209 OF THE NEW YORK STATE EDUCATION LAW WITH GRAVEL SM GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE 3, SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT PECONIC AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTTTUTTONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N Y. BROWN FINE TO OR SUBSEQUENT OWNERS COARSE SAND SW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 50' DATE 11-30-2017 8' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. DATE BROWN AND PALE BROWN CERTIFIED ONLY TO: TAX MAP No. 1000-74-2-10.5 DISK 2017 SILTY SAND SM 14' HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR PALE BROWN FINE SAND SP P-.O. BOX 616 _ 1866 WADING RIVER—MANOR RD. WADING RIVER, 20' NEW YORK, 11792� �f"�w N. IC. No. 048992 631-929-4695 COMMENTS: NO WATER ENCOUNTERED HAROLD F. TRANCHON JR. PENN. LIC. No. 2115=E LOT AREA = 86,382 SQ. FT., 1.983 acres NOTE : ELECTRIC SERVICE FROM OVERHEAD LINES VACANT DATUM - 1988 N.A.V.D. _ — (29.5) = ELEVATION — — — — — — — — _ water main ( MILL ROAD ) existing PROPOSE' 'I STY. FR. DWELLING W/ 3 BEDROOMS 28 9 1 ST FLOOR AREA = 1,545 SQ. FT. (29'6) (28.9) PECONIC MILL LANE ) GAR AREA = 542 SQ. FT. edge of _ _ _ _ _ _ _ S 53°11'40"E TOTAL = 2,087 SQ. FT. pavement S 49'13'00"E 87.00; —$•20' FFL ELEV = 28.0 pole (3Ek.6 ole (30.2 GAR ELEV = 26.0 I , FD 650'± a (31.0 Colum COILmn MON PROPOSE SANITARY SYSTEM = C.ONST ENTRANCE Zo x45 I I I 0= QO 1 - 1000 GAL. SEPTIC TANK ;NYS DOT APPROVED � 1 - LEACHING POOL 8' DIA. X 12' DEEP I -W' RCA FILL TO 18" A13o,YE.' / I ON X p U EXISTJNG GRADE o 78' �ribbon 1 _ I 129tywetlands -5EF_ SNEM5 2�3 cn I I t c1 X W -_Z�TrAcNED FOR- U_C01"5VI I T lit 3 W V 10 cc I c O x D) a 75'— ribbon 2 3 Z 99' to wetlands X z x V- / approximate location DWELLING / PUBLIC WATER o I I I / Z X of wetlands / x / NOW OR FORMERLY RADZIEWICZ - / Ld X S / U / FD S 49'13'00"E 222.75 Fa SPIKE SPIKE X / (28.9) FD STIR 8R, ribbon 3 / Z 52' to wetlands / X / N O 00 o00 X / 138' ribbon 4 / H o f" // I 36 to wetlands 0- �� I X I x X / I W I N " I W w 97' 23�t o_ ��•\/ TEST - J �. HOLE I X / covered I J I } \j L P 2 r'w porch LP o Of �� I 3 I X —— = tL - -- — �� NQ ST I I X -- 0 ®r: nn D I 3 �� ��� � 365 cleanrout �� I rn 3.De i ribbon 5 z `�' 'C f ce d' ' 'CO 100' wetlands setback N 38' to wetlands 1 L P 3 G 0000M 0 O�p`JF'O G��e pta;n ed Z vqq �Eji. (22.$) 5�V� - -- 233.97' (17.1) - N 53'48'10"W N 54'39 50 W NOW OR FORMERLVACANT REALTY CORP. 56.10 V_ N_ f"E. CALCULATj0N5 _DRIVEWAY CPSFHRIL AREA) )750 SO FT' X0,17 = 298CU FT RouPAREA Z 260 5Q FT" X 017= 384 CU Fr L P I DRIVE WPg2')8 CU FT PROPOSE I eDIA+ x 8`tE'IrP - 338CU,j--r' %z OF FX0F AREA 192 CLI FT" 1PFZ0P05Ir 1 8'D1AXS' DEEP = 2JtGU.f f" -L-P 3:= !/Z OF RQ0FA?,EA 19'Z CU FT PRO?p5E I 8"01p, /S 'DELP = Z11CL1 rr NOTE: 1=22=2a1S 5 roRtnwATcR nP6AGEnC9rCoNWV,- FLR4 Location of water mains & adjoiners water supply NOTE: LOCATION OF WETLAND RIBBONS WITH OFFSETS DETERMINED BY THE D.E.C. by others and are not THE OFFSETS (OR DIMENSIONS) SHbWN HEREON FROM THE STRUCTURES TO THE guaranteed. PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS. POOLS. PATIOS. JOB No. 17-299 FILE No. 1012F TEST HOLE BY McDONALD GEOSCIENCE PLANTING AREAS, AODMON TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR GEORGE FREDRICKS DATE 12/4/2017 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 0' 7209 OF THE NEW YORK STATE EDUCATION LAW. DARK BROWN LOAM OL 0.5' BROWN SILTY SAND GUARANTEES INDICATED HERON SHALL RUN ONLY M THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL SITUATED AT PECONIC WITH GRAVEL SM AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE 3' LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDRIONAL INSTTRTTIONS OR SUBSEQUENT OWNERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. BROWN FINE TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 50' DATE 11-30-2017 COARSE SAND SW EMBOSSED SEAL MALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. - FILED MAP No. DATE 8. CERTIFIED ONL1G F NEW � TAX MAP No. 1000-74-2-10.5 DISK 2017 BROWN AND PALE BROWN ��p• ®� 1 RAN SILTY SAND SM ®�• c�o HAROLD F. TRANCHON JR. P.C. 14' LAND SURVEYOR ; P.O. BOX 616 PALE BROWN FINE SAND SP ,. 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 20' HAROLD F. scc� �0. 04•89�� LIC. No. 048992 631-929-4695 COMMENTS: NO WATER ENCOUNTERED �� NN. LIC. No. 2115-E LOT-AREA 86,382 `SQ. FT., 1:983- acres. NOTE : ,ELECTRIC SS _SERVICE FROM OVERHEAD, LINES VAT �ATUM, — 1988-N_A.V.D_ DRIv>rWA`(Cd.� 40. — — — —= -- — ,r,atn - (129;5), ELEVATION .xtsttng !+9 PROPOSE-,1,--STY, FR.,DWELLING W/, 3•,BEDROOMS" '-rcx - , ,O ( MILL—ROAD ) 1ST'F1aoli AREa.= 1;545 SQ-,Fr. ; i:�I C� '(' (?°-B-PECONt ;MILL LANE (28 9) '4o E GAR--_AREA"C= 542'SQ !pp: 'edge:of _ - - S 53.1 1 TOTAL.= 2,087:SQ. tT.• 6 C 1, 1 �0 b. •pavement„S 49'1'3' .0"E :00'' 8:20' ' ,FFL ELEV, - Z7.0 t 136 °e (30.2 GAR ELEV = ZS_a -- - t 650't .. - r� (37.0 colu n.- MON p P.ROP¢SE SANITAgY rSXSTEM r � , • 1 -7 -1000 GAL',,SEP'(IC;TANK' =1AYS TAP?R4_YE D:_ I_ I I t� 1 - 'LEACHWG yP00,L= 00 $' :DIA'-X ,12' DEEP: _ =''" o i; --0- o DRAINAGE INSPECTIONS ARE REQUIR�d pC133111N `GRADE., �N, i ` , I Contact TOS Engineering at 765-1560 befote' `''• I Z ribbon.I Backfill, OR Provide Engineer's Certification _ 76' 12q'.to/weUande ib that the drainage has been installed to_ Code.' -SE :Si3E =2+3: -y. a I 'I 2.� x / x /= NcrrE C N Ur1E1 of ORIyEV/AY.To 13E a -0 ?s: -' — n-wo, 2 OL L011�(ER �rHAN'SfDfS: t71--DRIYEt AY 3 99' tA-•iretonds ' I ' _ - APPROVAL OF STORMWATER MANAGEMENT_ Z CONTRO P N -T n Co; to 236 -'�' �a w I;rS�a I / x EROSION SED MENT CONTROLS •Date: Z•4 0` 1;�.;.J.1 � / Shall incltfde b not be limited.to: t ,Approy d_ y 1� / opprozimate rooaron;-' = br x �' Wwetlands A well maintain d Construction Enbr NG•,/. Puau 1 / z 1.�:•/ - , Wire Backed Silt Fencing;stabilization & z j.• / Y = - NOW:-OR"FORMERLY EWICZ ' rj ��` : Seeding of expo ed and/or inactive soils. . - - X o / . 8.:49•.13"'00.'E' -<<`',,222r75' Lu x * •;: .. ? i y'�r;r 52'.to;weflGrid� x 00 LO •35' to'weband! . I =`= JV - j C.• -4• ,t 11y - ,' 1 - y' '•- -1\Y�_ �'� �•- '1c J;•,-, ,� - .. ., �-,• ' = ./- ',x _ ,� ` , _ 1 :._• _ ,= ,; • � _4'. .. L•` __ - _•K' h!`'^' -':� ,'• �. _ �.L•.P.-aI'`�•��L:�'.Y S'l�a - .. ,Y [ •ti - � �. FiOtE' X •J--:'..; �i-.. - - x. * ,• ,.`far l�'• r '^�. t- .,fu_, .♦ - _ w }ret 1 - Ti•7`L .:-. k - 'J.` �• Yew ,,' - ,I I _ `li _ n'�h- - .. - - •�:4' o'w+�w.'--._ ,.--.�r+..r s�'' _ �t, - _��•�_"�`�-�---, tr' �1_ �� r - y - -., � '- co co Lp CC - O �, �• -'"'.• . a� 1 tenor. '�,,..� - Q1. I •` -., I- - , Co. cteonout +,n'bban•5; { •. O V► / 38 to i'etiands 'Ca 100', wetlands betback N pointed• r� ; 33.9 N 53'48'.10 §FAEL0S,-REALnr c,-RP. -� -N 5439'50W NOW OR FORMERLY - . VACI_NT :56:10 Ci4LCU AT1' r&;d255a' .�raSPi+A '+CRtiSH, rt '`X:c2►7=-::i3ajrN"fi`T" • _ L O R 1!E`,, 7i• `.RjppFA�f2'.el�h 2 X60 SGi:FFA-X~DJ7 s 35 ''N_FT .- - - - , .����_ -• . : - ,. ., - . �'L :l`�p1��� :�83z-_zui`:r- >�c_iopas�`-� °roar'a�ic�i3'.,ei:'�,^ :.ss�•a�.'�-� F »F'RREP► 1�2;N; ';;:1?.RpPdSE:.I"8 D1'A.i��-'DE1`P =�?J l OJ.-.OT", �. ;. '` J - •,• �-,•. ._ .< �• )tip ` - • ,- . ;. l:LP':3:._=�1!z_ol"; F`f�FzEl,�:-,`('�2•Cy.tF,T'.,_;S'-RDf'o'�.:1•�.•8',61A `�5�•L1>=Et'.,_=,'L11:CcJ�"• . - - • DEEP_ 5.4g,'CU_FT''. ' ~NOTE:- - 7� -2.0.15, ST�R?!iVA7fR :'(iPNAGEt"it?�7"�AI�F1�1. Location'a water, giain"s NO c�L(��ATION-OFA;WETI�WDr= IBQONStWITH •OF_FSETS••DETERMINED,BY THE `D.E.C. Y -& adjoineiis;:wa�et.,suPPIY j- •... '• _- , ,-• ,r-._ ,,_. �_,•• by,others',or{d.are-not. - �• a rt£,tio�ss -(6rz us moi�� t°!�!:t °" nt�4'stxucnxEs to t►IE guaranteed. -F� � �?•� � ,� " "�T" - :JOB• No: -17-299 FILE-_No:- 1'012E ' :i !{ii?rDED70;OIItOE't}E'E71ECilONrOF.'fENCES.�`fiETfV�i110•MALLS. t"OOIS:PA7K)S. ;TE51' OLE BYrfdcdONALD.-GEOSaENCE� "nH0!' H, DATE 12/4%2017, `'` _ rSURVEYED,FOR GEORGE, FijEDERICKS _ f iiutitKae¢�n'Ni nar�oit•fmrrnr�.toit�s-sutv�Yo•n.vwt SECTION' O' •DARK BROWN LOAM,.-CL .y y, _ _�_ _ - ,•,: _;,e' ,r: !' .'_ ,= ., ti •r - liDICJ�TFJ��i M-Sl{ALL,,RUN 2!LYa!V np,,PM1MN f,OR4lIF10Y 7HE .• SI�n•'-�yo 1 ro k+l l+� N- ' ASITUATEQ,AT :l3ECOtJI'C BRBtiYN:, r SPR�hf�D,ilVlrr�n^�W., �ZF r SW, �q �ENONIO' l?S7ED,fiEAEON,.AtLD�fO�THE' ASSifNEM, OF'T!E _ = ' } TOWN OF 50UTHOLD, SUFi OLK;COUNTY, N.Y.,: r�sITtutior+'wARnNlEtsdi .►iot•7RAI�SfFliAa1FTO wm>oNiu Nsmvilols r = ;t SCALE 1"_= 5Q' DATE 11-30-201.7 MOWN FINE.TO :-COPIES of TFi9 SURVEY IIAP NOTgBFJltliO 71£lklOrSUF�!EYOR'9' SEAL i11t' COARSE SAND'SW _E SEAL SHALL NdAIE CONSMM tO,ENE A VAIM.TRITE'COPY. 1 - z = - FlLED, MAP No. DATE. - =CERTIF1ED" �'NEw �'0, TAX .MAP' -: .• DISK 2017 _ - _ _No;j10p0 -74-72-1 0.5 - 6RowN;ivan-P11E'BizowN- `2 �RaNc - - i - sIL1Y s+1caD stir o.�`` 'S'o'y - - _ - HAROLD F. TRANCHON J P.C. ' c - R _ LAND,SURVEYOR= _ ;T� " :• z { �a :.,:;.. _ :P.O. .60X"•616. P �"N FINE s�xu-Sp, - �> 1866 WADING RIVER—MA NO,R RD:'WA DING RISER, 04$ NEW -YORK. 117.92 Y. LIC, No'. 048992 631=929,-4695-• ' 20'_ _ HA' LD. F. TIfl'iP PFn►ti,,LIC:No. 2115-E - EN75: HO YGITER-ENCOUNiERM- a LOT AREA — 86,382 SO FT., 1.983 acres !_ —_�_ y 18-72 DATUM — 1988 N.A.V D. — (29.5) = ELEVATION — — — — — -` ""ting water Main ( MIL!- ROAD ) (29.6) (28 9) edge of PECON{C MILL 1�4NE _ S 53.11'40"E pavement— —�_ - "-- __ 8 200' �u( S 49'13 00 F 67.00' o pole pole ( ) w 30 2 _._1 1T__-I� FD 650'± a l _,�e�► (31 0 column I column MON CIO 1 x , Lr) --I--- — 76'---I 129• to/wetlands, i la x UI / 1 I'D / 3 X ,� I o 1 . ii — 75'--- 1 ribbon 2 / I 99' to wetlands - / o � i. approximate locator, O 1 X = of wetlands \ / t / NOW OR FORMERLY RADZIEWICZ I FD S 49'13'00"F 222-75' FD dI ` / SPIKE SPIKE / /FD FT) / U —+ I/ X (2.3 9) / STK STKf—r --- 88'----- —� ribbon 3 52' to wetlands / o 04Y � h x --- -- --- -- —�— 13©' --------jX nbbon 4 / 36' to weflondv I / hI i I W I 23.6Qao. LJ aw x C5 I o5 nbbon 5 Ce / O k36' to wetlands 100' wetlands Setback N Ln w � oyam x 'tom o pointed —X �t { FD MON_— _ _--_-- _�-- --` - ' (22.5) _ -- N 53.48 10"W 233.97 D PIPF INCONC N 54'39' 50'W NOW OR FORMERLY 5FAELOS REALTY CORP 56.10' 4-11-2018 FOUNDATION LOCATION NOTE. LOCATION OF WETLAND RIBBONS WITH OFFSETS DETERMINED BY THE D.E C THE OFFSET~ (Oft DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES ''0 THE PROPEfITY LINES ARE FOR A SPECIFIC PURPOSE AND USE A14D TtOWFORE ARE NOT JOB No. 17-299 FILE No. 1012F 11 1 GUIDE THE 11 OF 11, RETAIMNG 1, POOLS. PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER Q0NSIRUCTt0N- L- f DD SURVEYED FOR GEORGE & LORRAINE FREDRICKS UNNJRTOf;IZED ALTERATION OR ADDITION TO THIS SUR''�EY IS A VIOLATION OF S�CTKIN 7208 OF Dig NEV YORK `.+TATE EDUCATION LAW i GUARANTEES INDICATED HERON SNAU- "I ONLY TO THE PERSON FOR WHOM THL APR 2 0 2018 SURVEY IS PREPARED. AND ON HIS BLHAIS TO THE TITLE COMPANY, GOVERNMENT& SITUATED AT PECONIC AGENCY AHD LENOINO INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF DIE LENDING INSTITUTION. GUARANTEES ARE NOT TTLANSFERAInf TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUN FY, N Y 1 OR SUBSEQUENT OWNERS COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVFlOR'S INKED SEAL OR SCALE 1'* — 50' DAT[; 11-30-2017 TOWN OF SOUTHOLD EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY — - FILED MAP No DATE ' CERTIFIED ONLY TO: TAX MAP No 1000-74-2-10 5 DISK 2.017 HAROLD F, TRANCHON JR. P.0 LAND SURVEYOR P.O. BOX 616 1 1866 WADING RIVER--MANOR RD WADING RIVER, � t'' NEW YORK, 11792 �':4 y7" -'�✓ N.Y. LIC. No 048992631—..v 29-4695 14AROLD F. TRANCHON JR. " PENN. LIC. No. 2115—E LOT AREA .a 86,382 SO; FT., 1.983 acres — ]8'-72 DATUM — 1968,N.A.V.D. (29.5) ELEVATION ` MILL ROAD ) extstin4 water'main .(29.e)PECONIC )u ILL- LANE edge of _-_ _ _ _ - - , S 5311'40"E psi• pavement S 49'13'00"E 67.Op0O1e ( ).2 ; 3 X D 2 650'± V �(� ( column column uoN p L l � - X g ' i 29' to/wetlands = { U � f - " • '- ° ' � - -- - ' - = - . . io to _ = 'l �_ , ., l l ; : X 99' to wetlands D ...r.�-C�,i• Vim'' ` � ,L I / JUN 1 W ! l 1 . _ x' � 2018 - - � -- � I � (p � - ' I �' approximate location { X le of wetlands \ . TOWN OF Q�OLD N,OW OR FOR�IEKY WZIEWICz _ W x = S 49'13'00"E •222.75Fl) sr� °sauceI f ' � X' (zas) FD WK sync (23.9) / Be'— nbbon 3 •/ P _ _ 52' to wetlands N U x J _x X ribbon 4 J� to wettonds 7.0' f '. --..__�_ �`�ti .,a - _+ w.-.---_'.- }— .,,,� - r��-r2^ �rac' u - ! T. +�.�� hyr , •.,.i-..li :�Yr.��l..,. .. x -•j ix N A�, W� cc g i( X 3 1 1 �? nbbon 5 O X36' to wetlands 100' wetlands setbvck iJ � ,- - b o FD ; Z _ (17 - 233.97' I F N 53*48 10,'W FpRMERLY SFAFLOS REAL Y.CORP., �is CONC. N 54•39'50"W Now OR 56.10 4-11-2018 FOUNDATION LOCATION NOTE: .LOCAT`ION,OF WETLAND R113BONS WITH OFFSETS DETERMINED BY,THE D.E.C. UE aFsSE <Oft DLu�7as M)SHOW HUtWN PAON 1W 5IR ICRA F9 TO TYE PMVEXtY WO ARE IDR A WUWC K*PM AMP USE ACID ttrr�UW MW NOi ' JOB No. 17-299 FILE No: t OJ 2F j 1 M ecnt aL�oo To MW TW r7tEcttaM OF�s RMW"� POOL.. PAM, _ D RCRE� V Pt, °�° l ,� AMY - , SURVEYED,FOR GEORGE do LORRi41NE FREDRICJ<S DD AlTeruTlaM OR ADOIifOFI 1�D > > A , OF _ F -OF Ttf.NEV YORK Ft'AX MXAT" LAW. r A P fl 2 O 2018 cMrhRA fM iNaa nm WRW �RW OWY To rrrs PQFM N MR WMI��E _ sUR&Y is PREPAM. ANO ON HIS MY"TO TW MU aorl Wq. 00WROADRAL SITUATED AT PECONIC � A EWY Are LMVM DW!" M Letm riEROMN,AM TO TW ASSIONW,OF 7W,. - QWAHM AM WT��°APanoeu*=rUAors TOWN c'OF SOUTNOLQ, SUFFOLK COUNTY, N.Y. 1�U ff�ff4 IDE, COM of 7HS SURVEY WW NOT BEArerac•rrt LAMP SURVEYOR'S*XED SM OR SCALE 1" = 50' DATE -1 1-30-2017 •I WN OF SOUTHOLD t�,BOM $M sly Mor Be corWM M K A WW TRUE DOPY. i FILED MAP ,No. -DATE CERTIFIED QNLY TO: TAX MAP No. 1000-74-,2--10.5 DISK 2017 � -HAROLD"F, TRANCHON JR. P.C. I LAND SURVEYOR " P.O. BOX-8vo 1866 WADING RNER--MANOR RD. WADING RIVER, �,•'� ,, �. ..NEW YORK, 11792 ; fROLD 'F. TfiANCt-{ON JR. N.Y.F. TOANdHON. JR. . LIC. No.'048992 631-929-4695 PENN. LIC.-No. 2115-E LOT AREA = 86,382 SQ. FT., 1.983 acres 18-7-2 DATUM — 1988 N.A.V.D. _ _ 18-238 (29.5) = ELEVATION TYPICAL ( MILL ROAD ) existing water main FIRST FLOOR ELEVATION = 28.5' (29•6)PECONIC MILL LANE (28.9) GARAGE FLOOR ELEVATION = 27.0' iedge of S 49'13'00"E 67.00' _ _ S 53-1 1'40"E1 N o pole Pavement— °sphaIt� � 0 8.20' X pole (30.2) FD 650'± Q column (31.0) columnMON LLJ d�- ® 5 O I I I O I _ � r I I N X CU N I '_3LK COL►L�r rJUNT; DEPARTMENT 9F HEALTH,ERVf;;ES � I I `i- &P''ROIPAL OF CONSTRUCTED WORKS Fopt 12s' to/wetlands A S NNGLE FAMILY RESIDENCE � I i ° I / X 0 5 a�rf aad w2Ler SW*iaM s a:this c �,li V I I X MM INIVIIIIII� � bY ' tent cw si trV age„zJn I ID I bbon2VI �','19' to wetlands Craig Knepper, P.E., Chief W I I I X Office Of Wastewater Management I I 0 X c approximate location„ of wetlands / `t I In Y NOW OR FORMERLY RADZIEWICZ z I I I / m `- / U.1 X o SPIKE S 49'13'00"E 222.75' FD I I I / = I SPIKE 1 Six (28 9) 701( FD (23.9 / X / 5 )' o I ribbon 3 J /drain 52' to wetlands X / Do e � N 00 / draino / I ribbon 4 / dn�e I 36' to wetlands / asphalt walk ro��/ / I X ' IN 97.0 2�8 Nom' / I w d well O gat j ospholt walk underground I X m ry covered o�propane tank I I N porch r'I J W 88.1' 2°d a N �� X a decd •� 3 Of �6 5 I I - ., rs _ t Z /I ribbon 5 ce X36' to wetlands 100' wetlands setback O 0 I Pi I Odrywell O M (n �t Co X o X_� Z MON (22.$) 233.97' N PIPE ICONC ' N 53-48',1.0'W N 5439'50 W NOW OR FORMERLY SFAELOS REALTY CORP. 56.10' }17? d ^� NOTE: CESSPOOL, SEPTIC TANK, WATER SERVICE OCT 12 2018 and DRYWELL LOCATIONS BY OTHERS ' RtM�DjTtTc3 DEPT. 9-24-2018 FINAL SURVEY 4-11-2018- FOUNDATION LOCATION NOTE: LOCATION OF WETLAND RIBBONS WITH OFFSETS DETERMINED BY THE D.E.C. 'THE OFFSETS (OR DIMENSIONS) SHOWN-HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE'AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS. JOB No. 17-299 FILE No. 1012F PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION - UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION SURVEYED FOR GEORGE & LORRAINE FREDRICKS THE EXISTENCE OF RIGHT OF WAYS AND OR EASEMENTS 7209 OF THE NEW YORK STATE EDUCATION LAW. - OF RECORD. IF ANY. NOT SHOWN ARE NOT GUARANTEED GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT PECONIC AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE ' LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. •o '' '6�• COPIES OF'TIiIS SURVEY MAP NOT'BEARING THE_LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 50' DATE 11-30-2017 d e� EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. 1000-74-2-10.5 DISK 2017 GEORGE AND LORRAINE FREDRICKS ~ ��� `E✓",T�5�9 WESTCOR LAND TITLE INSURANCE COMPANY ADVOCATES ABSTRACT, INC. HAROLD F. TRANCHON JR. P.C. - LAND SURVEYOR SUFFOLK FEDERAL CREDIT UNION P.O. BOX 616 �G (110.HAFI .TH FIERVp oE� � 1� 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 N.Y.HAROLD F. TRANCHON JR. PENN. o. 4899 LIC. 0E 631-929-4695 t t REScheck Software Version 4.6.4 Compliance Certificate Project proposed ranch Energy Code: 2015 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,545 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1105 milt Lane Gerry Simone Robert Higgins peconic, NY 11958 gendot homes Robert Higgins Architect riverhead, NY 50 hidden acres path Wading River, NY 11792 631-208-3351 Rarchibob@aol.com ON 9 51 Compliance- 7.7%Better Than Code Maximum UA: 259 Your UA: 239 Maximum SHGC. 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross,Area cavity conl'' U-F,actor UA Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,545 30.0 0.0 0.033 51 Wall 1:Wood Frame, 16" o.c. 1,360 21.0 0.0 0.057 65 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 122 0.300 37 SHGC:0.30 Door 1: Solid 40 0.400 16 r5 steel insul:Solid 21 0.200 4 Door 3. Glass 40 0.300 12 SHGC: 0.30 Ceiling 1: Flat Ceiling or Scissor Truss 1,545 30.0 0.0 0.035 54 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application,The proposed b 'Idin has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and-to comply with the mandatory requ en listed in th eck Inspection Checklis IAZ � �1 ,� 1 �, to 44ame-Title Signature Project Title: proposed ranch Report date: 01/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Gendot\1105 Mill La Peconic\energy Pagel of 9 mill rd.rck ' t Y REScheck Software Versi®n 4.6.4 CISJ( Inspection Checklist 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 will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. r fie C?�ahs leered 166i➢'@fe_o d ; z`Cotte flies_ ,> .;�oriaiaie of dAssu a i®er- ;; P'r'e nspectid %P6art Revie r` a cue _ !blue - .. .1�= l 103.1, Construction drawings and _' ❑Complies :Requirement will be met. 103.2 documentation demonstrate ° - -; ❑Does Not <5" [PRI]1 energy code compliance for the .[]Not Observable s building envelope.Thermal =,❑Not Applicable envelope represented on ,construction documents. 103.1, Construction drawings and .°- =. _`=❑Complies Requirement will be met. 103.2, documentation demonstrate _ - _ __ _ _- ❑Does Not 403.7 energy code compliance for _ __ _ __ `~ ❑Not Observable 1 ^f x --- - - rl„-...'- - [PR3] 'lighting and mechanical systems. = _ _- ❑Not Applicable 'Systems serving multiple t. ="c y= =r :dwelling units must demonstrate compliance with the IECC "-j ,}L!', 'Commercial Provisions. Heating and cooling equipment is; Heating: Heating: ❑Complies Requirement will be met. 403:7°,.",#_;$sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not fPR2j?: on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable ' Manual or other methods t =;: 'y ,- 1 Btulhr Btu/hr ❑Not Applicable i. -- approved by the code official Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) ( 2-- Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: proposed ranch Report date: 01/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Gendot\1105 Mill La Peconic\energy Page 2 of 9 mill rd.rck recti®at 777-7 S? is Asstam tiori� - eetiiari -'f,y _C®�ngi6e - Cmitet� 1 t� 303 J`%"AN protective covering is installed to :E]Complies Requirement will be met. protect exposed exterior insulation Does Not and extends a minimum of 6 in.below TlNot Observable, _.,ti grade. E]Not Applicable ' Snow-and ice-melting system controls,[Complies Exception: Requirement is not applicable. [FO12 ,.:installed. ;Oboes Not <T ', ;FlNot Observable, Xa []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) `-2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: proposed ranch . Report date: 01/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Gendot\1105 Mill La Peconic\energy Page 3 of 9 mill rd.rck , ` ' Sd ou 402.1.1, Door U-factor. U__ U_ ElComplies See the Envelope Assemblies 402.3.4 ;'E]Does Not 'table for values. E]Not Observable E]Not Applicable 402.1.1, �'Glazing U-factor(area-weighted U_ U_ See the Envelope Assemblies 402.3.1, 'average). ODoes Not table for values. 402.3.6, 0Not Observable 402.5 tlNot Applicable 303.1.3 U-factors of fenestration product -,,�-.E]Complies Requirement will be met. [FR4]] are determined in accordance ElDoes Not ;with the NFRC test procedure or -:El Not Observable taken from the default table. EINotApplicable 402.4.1.1 Air barrier and thermal barrier __�,,6,_-�,,E]Complies Requirement will be met. [FR23]1 installed per manufacturer's Does Not -,l-,.�13Not Applicable Requirement will be met. 402.4.3 Fenestration that is not site built FR2011 :is listed and labeled as meeting -�-,,,E]Does Not ,--'LjNot Observable or has infiltration rates per NFRC LJNot Applicable ,400 that do not exceed code 'Requirement will be met. '402 IC-rated recessed lighting fixtures' -R at housing/interior finish �!E]Does Not and labeled to indicate:s2.0 cfm leakage at 75 Pa. Not Applicable CS 403.2.1 ;i Supply and return ducts in atti OComplies Requirement will be met. l7lDoes Not [FR12]1 :insulated>= R-8 where duct is 3 inches in diameter and>= ,R-6 where< 3 inches.supply and­-,�--- ,�E]Not Observable return ducts in other portions of -.,E]Not Applicable the building insulated >= R-6 for 'diameter>= 3 inches and R-4.2 for<_3 inches in diameter. -,Building cavities are not used as OComplies Requirement will be met. -ducts or plenums. 'EINot Observable Applicable �HVAC piping conveying fluids R- -ElComplies Requirement will be met. 4b R- Jfi[117-12�t-`,-'�above 105 QF or chilled fluids :0Does Not below 55 2F are insulated to 2tR- :[:]Not Observable 'EINot Applicable 403.4.1 Protection of insulation on HVAC 'ElComplies Requirement will be met. [FR2411 !piping, Not Observable Applicable Hot water pipes are insulated to R- R- E]Complies Requirement will be met. bNot Observable TINot Applicable Requirement will be met. I Auto ,403�6 matic or gravity dampers are lies [ER191 installed on all outdoor air -'-E]Does Not ONot Applicable L11�igh lmpact(Tier�1) 1-_2--�i Medium impact(Tier 2) j-,L,[Low Impact(Tier 3) ProjectTitle: proposed ranch Report date: 01/10/18 Data filename: [:\Useo\Admin\Documents\COPYDllO4\bui|ders\Gendot\IlO5Mill LaPeconic\energy Page 4of Q mill rd.nck Additional Comments/Assumptions: 11High Impact(Tier 1) 2= Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: proposed ranch Report date: 01/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Gendot\1105 Mill La Peconic\energy Page 5 of 9 mill rd.rck Seetton' __ s"r -nVplue Fie e "' ' -4 1�, �coftme� Pq !iri r� � I Aani"r c ti "Ipsu a u .0 le -n, Req' installed insulation is labeled El Co m p I i es Requirement will be met. D -values Not F- or the installed R oes provided. `._,-�-JE1Not observable E]Not Applicable 402.1.1, V Floor insulation R-value. R- R- E]Complies See the Envelope Assemblies 402.2.6E] Wood M_woo d ElDoes Not table for values , [IN1]1 'E] Steel E] Steel �E]Not Observable 0- []Not Applicable - 303.2, Floor insulation installed per --Ocomplies Requirement will be met. 402.2.7 manufacturer's instructions and �'��-E]Doesl\lot [IN2]1 :in substantial contact with the ,,,E]Not observable underside of the subfloor, or floor "N-_ T]Not Applicable framing cavity insulation is in :contact with the top side of ,sheathing, or continuous, 'insulation is installed on the i underside of floor framing and extends from the bottom to the 'top of all perimeter floor framing members. OComplies See the Envelope Assemblies 402.1.1, 'Wall insulation R-value. if this is a R- R- E]Does Not table for values. 402.2.5, �mass wall with at least 1/2of the F1 Wood ❑ Wood 402.2.6 wall insulation on the wall ❑ mass ❑ Mass :[]Not observable [IN3]1 exterior,the exterior insulation E] Steel E] Steel UNot Applicable requirement applies(FR10). _77777E]Complies Requirement will be met. 303.2 .Wall insulation is install per [IN4]1 manufacturer's instructions. Not LJNot0 bservable EINot Applicable Additional Comments/Assumptions: I I High impact(Tier 1) Medium Impact(Tier 2) -3. Low Impact(Tier 3) Project Title: proposed ranch Report date: 01/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Gendot\1105 Mill La Peconic\energy Page 6 of 9 mill rd.rck - ^ � mill nd.rck ` mill od.nck -------------------------------- Se'tti®n' 16 )ified F%ei€iveriffiec2. C?#era's caica4:ii� ,__.f't.`- ®rriixaea�tsl�sur»@xt�.��ss,. ' °`Far► 1^iaji"ecita IPrmvisitat►s ': - - llaiue P, Value. -- = `l iieq lltD- _ rs5 _- posted. 13Complies ;Requirement will be met. 1.3' 40 _ " Compliance certificate p ` "Oboes Not YroNot Observable E]Not Applicable _ 3U3:3:"_ _ Manufacturer manuals for Complies Requirement will be met. [R18V :mechanical and water heating - r i=?E]Does Not -- systems have been provided. _ E]Not Observable Not Applicable Additional Coax ments/Assuenptiions: 1 High Impact(Tier 1) , = Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: proposed ranch Report date: 01/10/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Gendot\1105 Mill La Peconic\energy Page 9 of 9 mill rd.rck r 2015 IECC Energy Effidency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /hoof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 Pleating System: Cooling System: Water Heater: (dame: Date: Comments ELECTRICAL INSPECTION REQUIRED APR VpE�D AS"NOTED DATE: � l0 B.P.# a� Must provide Manuals g��� D, J and S as per NOTIFY BUILDING DEPAR BY AT NYS Energy Code 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION • TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING Blower door 3. INSULATION and ductwork 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. testing required. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE COMPLY WITH ALL CODES OF CERTIFICATE-OF OCCUPANCY SOLDER USED !N WATER NEW YORK STATE & TOWN CODES ,SU'PPLYSYSTEM CANNOT AS REQUIRED AND COI\IDIT!ONS OF LAX 'EED2/10OF i% LEAD. SUU I HUL,' 'UM ® PLANNING MMD-- SOUTHOLD TOWN TRUSTEES PLUM-BING ALL PLUMBING WASTE �A,VVATER LINES NEI E TIAIG�EFQRE COV MNG OCCUPANCY OR USE IS UNLAWFUL DO NOT PROCEED WITH WITHOUT CERTIFICATE fPAMING UNTIL SURVEY OF FOUNDATION LOCATION OF OCCUPANCY HAS BEEN APPROVED. All exterior lighting installed,replaced or DRAINAGE INSPECTIONS ARE REQUIRED - repaired shall conform Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification to Chapter 172 that the drainage has been installed to Code. of the Town Code TRUSS PLACARDING REQUIRED GENERAL CONSTRUCTION NOTES DESIGN LOAD INFORMATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1. All construction shall conform to the 2015 International Residential Code WIND DESIGN SUBJECT TO DAMAGE FROM A. Ground Snow Load: 20 psf GROUND WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN 2nd Printing, as adopted by NYS, The 2017 Uniform NYS Supplement and SNOW SPECIAL B. Decks & Exterior Balconies: LL = 60psf, DL = 10psf SPEED TOPOGRAPHIC WIND BORNE EXPOSURE DESIGN WEATHERING FROST FREEZING ANNUAL LOAD (MPH) EFFECTS DEBRIS CATEGORY CATAGORY LINE TERMITE DESIGN UNDERLAYMENT HAZARD 2. Written Dimensions take precedence over scaled dimensions C. Guardrails and Handrails: LL = 200psf REGION ZONE DEPTH TEMP REQUIRED INDEX TEMP D. Seismic Design catagory: B 20 LBS 5140 NO NO NOMMODERATE 3. The contractor prior to the start of construction shall verify all E. wind speed of 140 mph B B SEVERE 3'-0" TO HEAVY 15 YES NO 1500 or less 52.2 dimensions, existing or new and be responsible for field fit. M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER W W 4. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity Q of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall be the responsibility of the general contractor to verify the depth of all existing footings Q disturbed by construction. Nailing � ALL THRESHOLD CAREFULLY FLASHED&CAULKED TO O 1�E Where the building official determines that in-place soils with an allowable bearing capacityai I in g Schedule for Lateral and Shear PREVENT WATER INTRUSION O of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall FT MIN. EXTENT OF BLOCKING CONTINUOUS FLASHING EXTENDED be determined by a soils investigation. GA DECK HANGER PAST JOIST HANGER DESCRIPTION NUMBER OF NAIL SPACING ONTINUOUS FLASHING 5. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have COMMON NAILS GALV.DECK HANGER W an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 110(MPH) ATTACH B CKI4" .0 DECK EXTENDED PAST SIMPSON LUS26 @ 2X6 U p g y p p p W/10D NAIL 4"O.C.STAGGERED JOIST HANGER garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 SIMPSON LUS28 @ 2X8 z International building code and NYS amendments. OF END JOISTS,FACE NAILED IN LAPPED AREA SIMPSON LUS28 @ 2X10 N W All Concrete shall conform to the latest ACI standards. 2X P.T.LEDGER; MUST BE GREATER THAN x Q CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D OR EQUAL TO DEPTH OF DECK JOIST AND Reinforcement: Steel reinforcement shall comply with the requirements NO GREATER THAN THE DEPTH OF THE RIM JOIST of ASTM A 615, A 706 or A 996. ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED O v, Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16"oz.along each edge iv= GALV LAG SCREWS PER IRC TABLE FIGUR507.RE AND � LLI 7 PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) Z SIMPSON DTT2Z N required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2(8) MINIMUM 1-1/2"THICK �Fl­o JolsTs �. see Schedule on DWG-1 BUILT UP CORNER STUDS 10d 24"ON CENTER BLOCKING.BLOCKS MUST OISTS OR W/(8)1/4"X 1-1/2"SDS M tip of lag screw shall fully extend beyond visual)n value for Q '^ Q 6. Base design FILL BAY AND FIT SNUGLY SOLID JOISTS) SCREWS @ MIN OF the inside face of the band joist. 9 Y graded dimensional lumber: Joists, studs Rafters and All v, BUILT UP GIRDERS AND BEAMS, 10d Framing lumber shall be DOUG-Fir Larch #2 or better, E=1.6 X 10 2-INCH LUMBER LAYERS ** TYP LED R TWO LOCATIONS Min. Fb for dimensional lumber= 850 psi. PER DECK. EACH ; SIMPSON DTT1Z W/(6)10D X 1-112" WNAILS @ MIN.OF 4 LOCATIONS W Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. **NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP WITHIN 24"OF EACH SPACED EQUALLY. TWO WITHIN 24" O Including but no tlimited to: Deck Framing, Posts, Headers, Girders & Ledgers. AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH E OF THE DECK. OF EACH END OF DECK: END AND AT EACH SPLICE ALLO BLE LOAD: 1,825 LBS MIN THREAD ALLOWABLE LOAD:910LBS. D- Q L.L 7. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: ATERAL LOAD CONNECTION PENTRATION3/8" o W W DIA. LAG SCREW PREDRILLED a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D WERE FLOOR JOIST THREADED TO CENTER OF TOP PLATE,STUDn/ / or stainless steel. FLOOR FRAMING ARE PERPENDICULAR TO DECK JOISTS MAY BE SLOPED R507 EXTERIOR DECKS OR HEADER ry W b.) Use Copper flashing Only against ACO Lumber Sill Plates TO 1 : 12 AWAY FRO LEDGER BOARD ATTACHMENT TO BAND JOIST W LL c.) All Structural connectors i.e. simpson strong-Tie or USP, etc NTS shall be Hot-Dipped Galvanized or Stainless Steel. JotsTs TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST THE HOUSE WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END E.o 3-16D EACH BLOCK ` m yBLOCKING TO SILL OR TOP PLATE(TOE NAILED) TABLE 507.2 SYSTEM.VINYL RAILING STAGGERED o 0 LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST I I TOP AND BOTTOM RAIL FASTENERS £,�' L E m ° SEE TABLE 507.2 u m U ° c y o DECK LEDGER TO BAND JOIST CONNECTION AND COLUMN COVER AND iv IN 2 ROWS """� o L r JOIST ON LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST ' ' COLUMN CAP.MEET RCNYSI If _�'Z o `o u 8 COMPOSITE OR FOR CODE a� o a) o t a o 0 JOIST SPAN ° N rn o CONNECTION BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST © © Tp 5.5"MIN FOR 2X8* c o c _' °�,' "' PRESSURE TREATED 0 O a `o° DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' WOOD DECKIN I I 5"MAX 6.5"MIN FOR 2X10 E o.o o-. u vi m BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT X 4 TREATED POSTS 7.5"MIN FOR 2X12 c a 2 2 Y > n Y; o a)!� � co m•- a' 0 � 3 LAG BOLTED TO JOIST O © O © a�t o L :•- o AS PER MANUFACTURES &/1/2D"IMAX. SHEATHING A. LAG SCREW 30" 23' 18" 15" o o U C o CR(2 L .r°' 1/2" DIA. THRU BOLT 2 X JOISTS I SPECIFICATIONS. c m a _ m - o f � 1/2"DIA.GALV BOLTS W/ 2"MIN � �•�•c'c r ` �o w �•c & 1/2" MAX. SHEATHING 36" 36' 34" 29" Y o c w c ° N o ` LOCK WASHERS. L LAG SCREW OR THRU-BOLT L o S c`3 a o 3 LEDGER BOARD 3/4"MIN v o 6 s c o 12'1"TO 14' 14'1"TO 16' 16'1"TO 1�' �2 Z•E�, ¢`N �� � o 2x RIM JOIST o E m L_ E o a L U'2, . VIQ1 C= to d C d E [9 O U.-. .. SIMPSON H2.5 AT H Q o,m o- H m E n..5 o 0- 1/2" DIA. LAG SCREW PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS & 1/2" MAX. SHEATHING 13" 11" 10" EACH JOIST PER FIGURE R507.2.1(1) OF 2015 IRC CODE 1/2" DIA. THRU BOLT & 1/2"MAX. SHEATHING 24" 21SIMPSON BC " 19" o POST GIRDER CONNECTOR LEDGERS SHALL BE FLASHEDMAXIMUM OVERHANG LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) SHALL BE JOIST SPAN/4 DECK / GIRDER & RAILING DETAIL NTS TYPICAL RAILING 24'-O" 24'-0" 2x4 Top Rail 8'-O" 8'-O" g'-p'• SIMPSON BSC t-'-'-�24 Balusters 6 4" oc01 2x4 Bottom rail POST TO HEADER CONNECTOR Q 4x4 Posts max 5'0" oc, pLU i SIMPSON ABU POST 4"TREATED POST TO CONCRETE BRACKET 0 @ EAR DECK SIDE COVER 2 MINIMUM R �� � Z 2-1/2"GALVINIZED CARRIAGE BOLTS - �Xlo P IR ER OR SIMPSON SD STRUCTURAL GRADE CONNECTOR SCREW t-' to to ADHESIVE ANCHORS:HIGH-STRENGTH Q) EPDXY ANCHORING ADHESIVE FOR U O USE WITH THREADED ROD .�� Z MECHANICAL ANCHORS;SIMPSON 48"WIDE WOOD �i _ Q O (� WEDGE-ALL WEDGE ANCHOR STAIRS& 48"WIDE WOODO _ Z �,.� DECK FOOTING: w^ RAILINGS AS STAIRS& LU 16"x 16"x TO VIRGIN SOIL V! PER CODE RAILINGS AS (P W (MIN 36"BELOW GRADE) Z PER CODE ltt cn O O U - x10 Pff. G1fRC:EfR C1 ___ __ =y= =y- ___ ___ ==t fi=t =__ ___ __may P.T. POST TO CONC. PIER & FOOTING ' IV-, CONNECTION @ COVERED PORCH NTS 5i n OTING ul r✓„ 6n I 5 6u -6u SEEDETAILS O HIS PAGE N Q SIMPSON ABU INSTALLED IN ACCORDANCE s WITH SIMPSON SPECIFICATIONS AND DRAWINGS. ~ TYP,DECK LEDGER I- SEE DETAILS THIS PAGE j z O X DECK LATERAL HOLDOWNS {— LU U N ONE WITHIN 24"OF EACH END Q L AND TWO SPACED EQUALLY ALONG DECK-REFER TO DETAILS ON DWG-2 c�1 - E9 77 -- "4 °------------------------------------------------------------------------------------ � � ��.D AqO� J G fit` D � t l I I I I I I i I J L�i 1 2 2018 0? }�J� ((//�'��__ }��V� '�'"J� (/�_ FRAMING }'BVI SOLE: 1/4 = 1 -O SCALE; 1/4 = 1 -O rpt ��� ®� T077:-', -017 S0TJT1T0LD 0F1 Jqda,ll GENERAL CONSTRUCTION DOTESTABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES 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 Uniform NYS Supplement and until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2016 supplement to the New York State Energy conservation MINIMUM LOAD LOAD DESCRIPTION NUMBER AND TYP SPACING AND � construction code ( revised August 2016 ); 16. Double joists under parallel partitions and under whirlpool tubs. inches Uninhabitable attics without storage 10 OF FASTENER LOCATION Additional Code Compliance: 2015 International Building Code; Double around openings in floor and roof framing. Uninhabitable attics with limited storage 20 10 Plumbing code; Fire code; Mechanical code; Fuel gas code; Bathtub (with or without shower head g ROOF FRAMING ALL CODES shall supercede the drawings and shall be incorporated into the 17. Metal flashing shall be installed were concrete abuts wood, and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL drawings whether they are indicated on the 9•Plans or not, and were decks abut house framing. Bidet 1-14 Balconies(exterior)and decks 40 10 Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Additions, Alterations & Renovations: shall conform with Appendix J of the IRC 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate trap) 1-1 2 Fire escapes 40 203-8d COMMON EACH JOIST,TOE NAIL CEILING JOISTS NOT ATTACHED TO PARALLEL as amended by the NYS Uniform Code Supplement. Floor drain 2 Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL 2. Written Dimensions take precedence over Scaled dimensions Kitchen sink (one or two traps with or Guard in-fill com components 50 4 RAFTER HEEL JOINT) TABLE R802.5.1{9) EACH LAP p of not less 8 percent of the floor area of that room, and the minimum ' p openable area to the outdoors shall be 4 percent of the floor area being without dishwasher and food waste disposer) 1-1/2 5 COLLAR TIES 4-10d BOX (3") OR 3. The contractor prior to the start of construction shall verify all _ passenger vehicle garages 50 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER p fY ventilated. Refer to IRC Residential Code section R303 Laundry tub (one or more compartments) dimensions, existing or new and be responsible for field fit. Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-110d COMMON OR 2 TOE NAILS ON ONE SIDE AND 00 20. All window and door headers to be 2-2x10 unless noted otherwise. ShOWer (based On the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE pg 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OF EACH RAFTER OR TRUSS shall be installed in accordance under latest State approved Building Codes. 21. Vent dryers to exterior as per IRC Section M1502 showerheads and bodysprays) Stairs 40 20 All systems are to be designed, installed, &specified by the general contractors; HVAC, Vent range hoods as per IRC Section M1503 Flow rate: 7 ROOF RAFTERS To RIDGE,VALLEY OR HIP 4-16d �- Roof 3-10d CO MMON TOE NAIL r electrical or plumbing sub-contractors. Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 gpm and less 1-1/2 20 20 3-16d BOX OR Electrical certificates are to be provided the electrical contractor. More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING z of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall outside of each separate sleeping area in the immediate vicinity of the bedroom More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION be the responsibility of the general contractor to verify the depth of all existing footings p p g y $ STUD TO STUD NOT AT BRACED WALL PANELS 16d COMMON ` p y g fY P 9 9 and on each story of the dwelling, including basement and cellars and not less than Rafters having slopes greater than 3/12 with ( } 3.5"x 0.162" 24"O.C. FACE NAIL (, disturbed by construction. 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL interconnected and hard-wired to a commercial source. INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" z Where the building official determines that in-place soils with an allowable bearing capacity WHENEVER an alteration, addition, or conversion is made to an Existing Interior walls and partitions H/180 16d COMMON 1 O BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES W 500 psf are like) to be resent at the site the allowable bearing capacity shall (3-1/2"x 0.162") of less than 1, p y p g P Y Residence, the smoke detection system of the ENTIRE residence must be TABLE R302.6 L1360 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.1 13")3 1/2"x 0.162 TOE NAIL U Ll240 U l be determined by a soils investigation. brought up to code, hard-wired and interconnected. - DWELLING - GARAGE SEPARATION OR 4-8d COMMON z All other structural memebers 7 W 1 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2" } 16"O.C. FACE NAIL W D- J an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, of the 2015 IFC as amended by the NYS 2016 Uniform Code Supplement. NOT LESS THAN 1/2"-INCH GYPSUM OR DOUBLE TOP PLATE SPLICE SDCs,,A-D2 WITH 8-16d COMMON OR C)FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes FACE NAIL ON EACH SIDE OF END O garage slabs and steps shall be 3500 psi., All work shall be in accordance with the 2015 Shall be Installed outside of each separate sleeping area in the immediate EQUIVALENT TO THE GARAGE SIDE Ll240 SIESMIC BRACED WALL LINE SPACING<25'13 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) !- - International building code and NYS amendments. vicinity of the bedrooms. combination carbon monoxide and smoke alarms NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loadstflexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END v, W L� All Concrete shall conform to the latest ACI standards. shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE 12-1sd(3 1/2"x 0.135"} r BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) W z �1 STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES L=span length,H=span height J Reinforcement: Steel reinforcement shall comply with the requirements All CO alarms shall be connected to the lighting circuit with no intervening wall NOT LESS THAN 1/2"-INCH GYPSUM BOARD 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Q O 9 9 9 USED FOR SEPARATION REQUIRED BY IRC-R302.6 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL of ASTM A 615, A 706 or A 996• switch with battery back-up. Battery-powered alarms are not allowed. IRC TABLE R802.5.1(9) U J (n Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2(8) 24. WALL BRACING: Buildings shall be braced in accordance with IRC DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL 1 --I LL /"'1 section R602.10.4.2 Continuous sheathing method. EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF V Location of Reinforcement: The center of vertical reinforcement in basement walls shall be End conditions for braced wall lines for the continuous sheathing shall conform SLOPE SPACING 16 TOP oR BOTTOM PLATE To STUD 3-16d BOX END NAIL n/ located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 2-16d COMMON LL �L Z ( ) gto Figure R602.10.7. Braced wall panel connections Vertical reinforcement in basement walls determined from table R404.1.2(8) shall be located shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-1 Q 0d BOX FACE NAIL Lo to provide a maximum cover of 1-1/4 inches from the inside face. RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-16d COMMON 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 147'9 1" BRACE TO EACH STUD AND PLATE L1_ r O Concrete basement foundations shall have horizontal reinforcement as follows: NUMBER of isD COMMON NAILS 18 3-8d BOX FACE NAIL provided to transmit the applicable uplift forces in section R80211.1 from the 2-8d COMMON LL � Based on R404.1.2(1)- (includes basement entrances and window wells) roof assembly to the foundation. 3: 12 16"O.C. 5 8 10 13 Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of TABLE R301.2.1.2 IRC Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 wall and One#4 bar near mid-height of wall. 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of p y o Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of as halt shingles shall be tested in accordance with ASTM D 7158 and classified Fastening Schedule for wood structural panels E.0 p g 5: 12 16"O.C. 3 5 6 8 ° - E!� wall and One#4 bar near the third points in the wall story. as per Table R905.2.4.1 of the IRC Residential Code. -6 o, c o 12 Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 s °' _ w ru 2 ° a 2- FLOOR FRAMING Y-E E L y In-o °o 7. Base design value for visually graded dimensional lumber: Joists, Muds Rafters and All copper roofing nails, minimum 12 gage shank with a minimum- Type Less than or less than air less than or o� 0,8 ° o � � Framing lumber shall be DOUG-Fir Larch #2 or better, E=1.6 X 10 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing equal to 4 feet equal to 6 feet equal to 8 feet 9:12 16"O.C, 3 4 4 5 z 4-8d BOX a `° 0 U) c Min. Fb for dimensional lumber= 850 psi and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 3 3 4 4 21 JOIST TO SILL, TOP PLATE OR G'ZDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL o ::;;E o 'm` o p Y P No 8 Wood screw 12 : 12 16"o.C. •o° ` �, but not less than 4 per strip. - ° 8. ALL EXTERIOR LUMBER Shall be ACID requiring the following: based anchor with 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON a° °Y >W m N �'Y E q 9 g 22 6"O.C.TOE NAIL m.N E c `° m n � `-20 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 1od BOX a)s N ° 3 L .�� 0 3 a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D 27. Flame Spread Index: R302.9 2 inch embedment BOTTOM OF THE ATTIC SPACE, FOR CEILING JOISTS w o o o °t LD �t or stainless steel. len ht 2-10d BOX ° n wall and ceiling finishes shall have a flame spread index 5 200 g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOIST EACH END v°', �N b.) Use Copper flashing Only against ACQ Lumber Sill Plates Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON N == °.. f6.`._ C L O In O c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc &attics shall have a flame spread index 5 25 No 10 Wood screw L a o = a J9 `o ° shall be Hot-Dipped Galvanized or Stainless Steel. based anchor with 16 inches 12 inches 9 inches H C / H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLAT,: 4-16d BOX TOE NAIL o = -0 w c°m ui='E m 3-16d COMMON L-0 - c r_ E E o a 2 inch embedment on center on center on center B `.N•� � B _ a) Smoke-developed Index: R302.10 z °w t y p len ht 1 / 3 1.5 3-16d COMMON N ° ¢ o o s wall and ceiling finishes hava a smoke-developed index 5 450 g 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING, FACE NAIL L o �E t �, ° w to Insulation material vapor retarders within roof, floor, wall ceiling assemblies 1 /4 1.33 4-1od BOX I- ° �, 6 ,- E a o a 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be & attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 installed in accordance with the manufacturers latest installation details, 1 / 5 1.25 26 BAND OR RIM JOIST To JOIST 4-16d BOX 3-16d COMMON PER JOIST ° Framingconnectors, Allowable Hole dia (rams, specifications, etc. a. This table is based on 180 ultimate design windspeed and a 33-foot mean roof height. 1 / 6 1.20 z 9 p ' 28. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended g g 27 BUILT-UP GIRDERS AND BEAMS 1od BOX 24"O.C. FACE NAIL TO TOP&BOTTOM "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi b the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT U) O Y g STAGGERED ON OPPOSITE SIDES "Parallam PSL" Design Stress: E =2.0, Fb =2,900 psi, Fv= 290 psi dated March 2016. b. Fasteners shall be installed at opposing ends of the wood structural panel. W �-- IL "Anthony Power Beams Design Stress; E= 2.1, Fb = 3000 psi, Fv= 300 psi Fasteners shall be located a minimum of 1 inch from the edge of the panel. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-isd BOX Cn F- U 0 IRC TABLE 802.11 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL W O W _ 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 29• SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324, Appendix U, RAFTER UPLIFT CONNECTION FROM WIND J p q International Fire Code, 2015 IECC appendix RB and as amended by the c. Anchors shall penetrate through the exterior wall covering with an embedment length of z Z J each sleeping rooms in basement, habitable attics, and eve sleeping room 29 BRIDGING To JOIST 2-iod BOX EACH END, TOENAIL � � p g every p g NYS 2016 uniform code supplement. Provide, but not limited to: Solar ready not less than 2 inches into the building frame. Fasteiners shall be located not less than shall have at least ONE operable emergency escape opening as follows: roof zone area of not less than 300 sq. ft. Access and pathways roof access points, 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C W Q z .� I Sill height of not more than 44 inches above finished floor. „ ' g SPACING SPAN W ( C6 VI g ground access areas. panels shall not be located less than 18 from a valley (FEET) ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = 11' V W A. Minimum net clear opening of 5.7 squaire feet. d. Where screws are attached to masonryor mason /stucco, the shall be attached PARTICLE BOARD WALL SHEATHING TO FRAMING W [-- Except rade floor openings shall have a minimum net clear y 130 140 TABLE R602.3 (1) V f- = a) p gA permanent certificate indicating the solar-ready zone and other requirements of using vibration-resistant anchors having a minimum /ultimate withdrawal capacity of ROOF PITCH ROOF PITCH (n W ILL N opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. 1,500 pounds. <5:12 i 5:12 <5:12 z 5:12 DESCRIPTION OF SPACING OF FASTENERS W 0- B. B. Minimum net clear opening height Shall' be 24 inches. NUMBER AND TYP (� -J W C. Minimum net clear opening width shall Ibe 20". BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING The main electrical panel shall have reserved space for a dual pole circuit breaker 214 201 263 247 PANEL EDGES • 16"O.C. 12 SUPPORTS GABLE END WALL FRAMING D. emergency escape and rescue openings shall be operational • „ Exterior glazing In buildings located in Wood-Borne debris regions shall � for future solar electric Installation and labeled for future solar electric". 6d COMMON from the inside of the room without use of keys or tools. be protected from wind borne debris. 1s"O.C. 18 277 259 342 322 3/8"- 1/2" (SUBFLOOR,WALL) WHERE Basement contain more than one or more sleeping rooms, Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 8d COMMON(ROOF) 6" SEE NOTE A 6" 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 is"O.C. 24 340 31s 422 39s an emergency escape opening shall be provided for EACH sleeping room. 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" Emergancy escape and rescue opening shall open directly to the outside Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 31. NEW Construction /Additions &Alterations: ANSI/DASMA 115. Areas within hurricane ions: EXCEPTION: Grade floor or BELOW grade floor openings shall have It shall be the responsibility of the General contractor or his subcontractors to submit prone regions: g a net clear opening of not less than 5 square feet. in detail the design, calculations, drawings, written statements of the mechanical, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 ass 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or 5 7" 7" I` Q (2) In areas where the ultimate wind design speed is 130 miles per hour or greater. is 140 MPH or, reater. oN 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each air conditioning, ventilation. heating systems ( new, existing or upgraded) 16"O.C. 36 469 438 538 547 W stamped by a professional engineer if required by the Owner or Building Dept. . gn spg . 33 5/8" GYPSUM SHEATHING 1-15/s"SCREWS TYPE W or S 7" 7" ♦- 16"O.C. 42 535 499 664 622 O continuous run of treads or flight with FOUR OR MORE RISERS. Handrail Height measured above stair tread nosing, shall not be less than A. EXCEPTION: z 16"O.C. 48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS Q 34 inches and not more than 38inches. All Handrails shall be continuous Wood Structural panels with a minimum of thickness of 7/16 inch TO RESIST WIND PRESSURES TABLE R602.3 3 " m the full length of the stair from a point directly above the top riser of a flight and a maximum span of 8 feet shall be permitted for opening ( ) to a point directly above the lowest riser of the flight. Handrails adjacent to protection. Panels shall be precut &predrilled to cover the glazed openings W W J a wall shall have a space of not be less than 1-1/2 inches between the wall t----- 1`K"^"r ---> with attachment hardware provided in the table Ibelow. WALL and the handrail. see IRC code for exceptions. Refer to M.. Label all panels and store in a clean d area of the house. MINIMUM NAIL MIN WOOD WOOD NAIL SPACING 0O W U P dry TABLE 507.2 STRUCTURAL PANEL STUD z IRC Code for grip size specifications. "` Attachments shall be provided in accordance with the table DECK LEDGER TO BAND JOIST CONNECTION NAIL SIZE PENETRATION STRUCTURAL PANEL SPAN RATING THICKNESS SPACING EDGES FIELD as follows: 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" JOIST SPAN 8d COMMON NAIL above the floor or grade below shall have a railing not less than 36 inches ; CONNECTION (2.5"x 0131") 1.75 INCH 24/16 1/2", 16" O.C. 6" 12" in height. Railings shall have Top rails and Balusters and Bottom rails that are DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed 1/2" DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 �, +' `"" TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 30" 23" 18" 15" by the riser, tread and bottom rail of the guard rail at the open side of a stairway �/ ' , & 1/2" MAX. SHEATHING are permitted to be of such a size that a 6 inch sphere cannot pass through. , VisNYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD Open sides of stairs with a total rise of more than 30 inches above the floor or r' Applicant shall provide engineered wood placard 1/2" DIA.THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS P t W.. 1 �• pp 36" 36" 34" 29" APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS grade below shall have guards not less than 34 inches In height measured / l 7 on or adjacent to electrical meter box for field inspection. & 1/2" MAX. SHEATHING THICKNESS TO WOOD FRAMING "....„�. .... e .. �rw• «� FRAMING SPACING NAILS SCREWS vertically from the nosing of the treads. •• • Residential structures with Truss type construction, 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' " "'• "'••' " ' Pre-Engineered Wood Construction And/or Timber Construction „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window for new dwelling and/or any addition,alteration 1/2 WALL EITHER DIRECTION 16"O.C. 8" 16" r+5,r°va",t>p w arK".«„•-,,,,,�, 1/2 DIA.LAG SCREW O� opening is located LESS than 24 inches albove the finished floor and GREATER A°"1°"°°°�' ° «W r.s, °,­10nr ,.,Ara"r,�r a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 13" 11" 10" CEILING EITHER DIRECTION 16"O.C. 7" 12" 11101+•I „WWI C. [",Ic rW, N shall be affixed on or adjacent to an electric box attached to the exterior & 1/2" MAX. SHEATHING than 72 inches above the finished grade or other surface below on the exterior I y 6d COOLER NAILSthe window must be provided with a window opening control device . . "tet :: r" ' """""' of the structure for field inspection '`a-1/2" structural plywood WALL EITHER DIRECTION 16"O.C. 7" 12" •-- of the building, p p g 1/2" DIA.THRU BOLT v, that compiles with IRC R312.2.2. Window Opening Control Devices. , "" """""""M Panel, Attached to 24" 21" 19' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR ` o Q.}'F & 1/2" MAX. SHEATHING 16"O.C. 6" 6„ EQUIVALANT DRYWALL SCREWS. r W V V WUII.L11,lG •'r IK°. •,t.p"Nk"�.,!.W.hrl,l••: GARAGE CEILING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in 4 Frame in accordance PERPENDICULAR 5/8 BENEATH SCREWS SECTION COMPLY 5WITH ,- with Tiable R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS accordance with IRC R302.11 thru R302.1I 1.2 and Draftstopping shall be i installed per IRC R 302.12 thru R302.12.1 International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) A. ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE N M „vfl TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES code of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. Fireblocking materials R302.11.1 shall be as follows: OF FOUNDATION MATERIALS A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS C) ..� 1. Two- inch nominal lumber l SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO ® ' CLASS OF MATERIAL LOAD-BEARING PRESSURE � 2. 1/2" gypsum board GABLE END WALL FRAMING 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance Crystalline bedrock 12,000 psf ; WINDOW UNIT with the 10 foot horizontal fireblockingi in walls constructed using parallel Sedimentary and foliated rock 4,000 psf i rows of studs or staggered studs. Sandy gravel and/or gravel (GW and GP) 3,000 psf O 4. cellulose insulation installed and tested in accordance with ASTM E 119 or Sand, silty sand, clayey sand, silty gravel and clayey gravel CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - U UL 263, for the specific applications (SW, SP, SM, SC, GM and GC) 2,000 psfP,F_D A C WIND DESIGN SUBJECT TO DAMAGE FROM C. ��Clay, sandclay, siltclay, clayey silt, silt and sand silt CL, ML, MH and CH 1,500b psf GROUND WIND WIND SIESMIC AIR MEAN Draftstoppping material R302.12 shall be as follows: ( ) p SNOW SPECIAL WINTER ICE SHIELD FLOOD s �U•? �� PLYWOOD STORM PAINEL SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST FREEZING ANNUAL ) �' In combustible construction where there i� usable space both above and LOAD WIND WEATHERING LINE TERMITE DESIGN UNDERLAYMENT HAZARD INDEX TEMP �= s below the concealed space of a floor- ceiling assembly, draftsto s shall be a. When soil tests are required by Section R401.4 SHUTTER DETAIL (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY TEMP REQUIRED =' p 9 YW P ZONE DEPTH installed so that the area of the concealed space does not exceed the allowable bearing capacities of the soil shall be part of the recommendations. -T 1,000 square feet. Draftstopping shall the concealed space into approximately Refer to General Notes dor Panel MODERATE a1 20 LBS 5140 NO NO NO B B SEVERE 3'-0" TO HEAVY 15 YES NO 1500 or less 52.2 j" equal areas.. Draftstopping shall be provided in the following locations: b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf fastener requirements. 1. Ceilingis suspended under floor framin are likely to be present at the site, the allowable bearing capacity shall be M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER P 9 2. Floor framing is constructed of truss-type open-web or perforated members. determined by a soils investigation. '� h =,'. `�''� ' r m Extent of header(two braced wall segments) Outside Elevation Extent of header(one braced wall segment) I• Side Elevation .Z5 rn c= m I 4'-0" OR TABLE 602.10.5 0° J fasten king stud to header with i deed Min.3"x 11-1/4"net header Header 3 ; , ; ; ° N"'� 6-16d sinker nails CONTINUOUS RIM FULL HEIGHT BLOCKING CONT.IN000S RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING . . . shall occur at top of wallMETHOD CS-GB; TABLE R6D2.3(1)& OR END JOIST CONTINUOUS ALONG LENGTHR602.10.3 3 GYP. BD FASTENING. OR END JOIST MEMBER DIRECTLY ABOVE@ 16"OC ALONG . . ° ° ° . fasten top plate to header with O OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL l" °- = = two rows of 16d sinker nails 3"O.C. 4 OC AT THE PANEL EDGES, INCLUDING •I I•I I'I I• TROP AND BOTTOM PLATES AND ALL � Header shall be Top plate continuity is °� HORIZONTAL B JOI INTS BLOCKED.(BOTH SIDES) fastened to the required per R602.3.2 ° i 2-16d NAILS EACH SIDE king stud with Braced wall line ° S CREWS(1 5/8"TYPE W OR S) i ( i 6 16d sinker nails continuously sheated Minimum 40001b header-to-jack-stud ,I I•I ISI I• f with 1/2"wood rn I x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening •I I•I I• I' METHOD CS-WSP: _ r pattern as shown and 3 in.o.c.in all framing(studs and sills) structural panels opposite side of sheathing I I' AS PER TABLE R602.3(3) 8d @ 6"O.C.ALONG — I I•I ISI I, EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3- K NAILS o� m c j Minimum 40001b header-to-jack-stud strap FAT EACH BLOKING MEMEBER p BRACED WALL PANELL 8d @ 6"O.C.ALONG o on both side of opening opposite side of Panels lice edges shall occur over 00 ' INTERIOR WITH 8d COMMON NAILS BRACED WALL PANEL '- I p P 9 I I.I I•I BRACED WALL PANEL sheathing and be nailed to common blocking LO SPACING I: (C).131 X 2.5"LONG) 'I Y ry I I I ' 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL portal- AT within the middle 24"of the I°I ISI FIELD BRACED WALL PANEL BRACED WALL PANEL � � , 4� ,p Min.Double 2x4 framing covered with minimum Y �_s�.. ° I• BRACED WALL PANEL BRACED WALL PANEL „ 1/2"thick wood strucral panel sheathing leg height. One row of 3"edge nailing BRACED WALL PANEL INTERIOR FINISH: is required in each ane)edge. BRALL BE MIN. 1/2"GYP. E FASTENED 3-16d @ 16"OC ALONG b with Sd common nails @ 3"edge in all framing q P g •I I I 3-16d 16"OC ALONG I i (studs,blocking,and sills)typical if needed r 1,1 I• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG @ 3 16d 16"OC EACH !! P _ _ _ 4J _ _ WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ W L ALONG @ 1 2'to 18'(finished width) Min Double 2x4 or , - �: BRACED WALL PANEL BLOCKING MEMEBER • _ _ _ _ _ _ �• TABLE R602.3(l)FOR EXTERIOR WALL 'I • I'I SHEATHING ( ) a pin.length 16" 2x6 King&Jack stud 1/2"min. thickness wood structural Z I•• I' CONTINUOUS RIM OR per Table R602.10.5 panel sheathing I,1 CONTINUOUS RIM OR Min double:2 x post !o No.of jack studs per 1 I I I' ALL HORIZONTAL PANEL JOINTS i ( ) I•I END JOIST END JOIST � Min.(2)2x4 type Table R602.7 1&2 • I• SHALL OCCUR OVER AND BE ' I I MAILED TO COMMON FRAMING b Min. (2) 1/2"Diameter anchors I' r 2-16d NAILS EACH SIDE installed)per section R403.1.6 OR BLOCKING WITH WITH PANEL l I, with 2"x 2"x 3/16"plate washer EDGE-NAILING IN ACCORDANCE uj O .I WITH THE IRC SECTION R602.10.10 FULL HEIGHT BLOCKING ( , 'I CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING v U OF BRACED WALL PANEL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING Z W in •I I.t 2 x4 or 2 x 6 STUD WALL BRACED WALL PANEL @ 16"O.C.ALONG I'I BRACED WALL PANEL W n J 2 -2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 'I I,I I•I t' (� •I I•I I'1 IEDGE SPACING -6" FIGURE R602.10.8(2) Attach Sheathing to FIGURE R602.10.8 1 W W ( ) Band or Rim joist with nail sole plat Attach Sheathing b, °,° nail sole plate Z _ _ _ _ i, _ _ _ 1•,_ _ _ BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials �� q tojoist per Band or Rim joistwi tI t to joist per Q - - - - - - ' - - 7 - - - PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top a IJ sub-Floor nailing sched. 8D common nials lai ,l° nailing sched. FRAMING Bottom at 3"o.c.Top and �� rHoldowns im Joist W —� ''^^ ° ° •—° Bottom ° °° ^° ° \ v J FRAMING Rim Joist erPlans / LJL FASTENING REQUIREMENTS FOR ° ° ° ° ° deed . nchor Bolts and V J 0 BRACED WALL P kNEL AS PER r� per plans C� Q TABLE R6 3.(3_) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 G Z CEILING OR W O O FLOOR JOIST 1-1/4" gals. x 20 gage 1-1- DIRECTIO N Simpson N Hon Stud To Rafter _ Halls In each endcoil strap with )ad h rafter. En—! common ENDWALL Connector Were the distance is SIMPSON H2A N !tfl between 9-1/4" to 15-1/4" at each Rafter. With E 2 FLOOR AND CEILING JOISTS Typical Metal provide blocking @ �� o ` IMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter —4 Ft Perimeter 0• o;_1 Fi � strapping _ braced wall panels (2) 8d x 1-1/2" nails in plate 4" edge Zone Panel Field PROVIDE STRUCTURAL RIDGES m oaL(J� OISTS-SEE PLANS at Openings i V ._ :f. E Each Rafter on Each side e L " "a 4° (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o E''t 8 o 0 Horizontal) attached N o 0 m Y plywood sheathing � shall have Solid Blocking Schedule DWg-1 of Ridge to have a �=o � a o �, � o @ all Plywood Joints 'o 0 0 ° vi m Simpson LSU skewable hange . o o N 3 SIMPSON H2A °' CD ABLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil y c o01- 1E aY w o �— =x.03 c a 1E c. a� rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails ° m a ` a° M w 5 m plate with 8d nails @ 6"o.c. (2) 8d x 1-1/2" nails in plate ° .__ L �;o C- .__ in each end. catch jack studs == c .0'0 - 3 E SECTION A - A along length of braced wall (5) 8d x 1-1/2" nails in Stud Look Out Blocks a _ _ ° o o ` o Refeeio tans ns panel, and window or door Header. Less than °°° t'° = r` E 2 0 o a ° � `9 � � Typical each side and ALL Gabe n all z ¢N c a c P R or Equal Lo ��� �D00 �� P END WALL BLOCKING DETAIL for locationsFOR FLOOR AND CEILING BRACING if required windows and doors. to 12" RIM JOIST BLOCKING BETWEEN RAFTERS (@ BRACED WALL PANELS �- v Cn � D co E c o a. NTS IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS this page. " TYPICAL ELEVATION NTS NTS AFTER IN RIDGE STRAP IRC 802.3.1 r��/^/ IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT N LIEU OF RIDGE STRAPS J A MAXIMUM OF 4 FEET ON CENTER.NAILING F2EQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ EACH RAFTER7 `^ PER NAILING SCHEDULE, NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD Z C/) WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED TO THE RAFTERS WITH 4-BD NAILS _I THE GABLE END WALL,DIAPHRAGM BLOCKING IS NOT REQUIRED. v O EACH END C) � W ALL THRESHOLD CAREFULLY L FLASHED&CAULKED TO O (� PREVENT WATER INTRUSION I I COMPOSITE RAILING SIMPSON BSC ° CONTINUOUS FLASHING EXTENDED SYSTEM,VINYL RAILING I I TOP AND BOTTOM RAIL PAST JOIST HANGER AND COLUMN COVER AND OUTER THIRD CUT COLUMN CAP.MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY GALV.DECK HANGER COMPOSITE OR FOR CODE LENGTH SIMPSON LUS26 @ 2X6 PRESSURE TREATED IgI SIMPSON ABU POST 12" Min SIMPSON LUS28 @ 2X8 WOOD DECKIN X 4 TREATED POSTS 4"TREATED POST TO CONCRETE BRACKET SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST @FRONT PORCH DECK c• AS PER MANUFACTURES 6"TREATED POST 2-1/2"GALVINIZED CARRIAGE BOLTS 1/4 JOIST 0 ' 2X P.T.LEDGER; MUST BE GREATER THAN SPECIFICATIONS. @ REAR DECK OR SIMPSON SD STRUCTURAL DEPTH,MAX. CLEAR OR EQUAL TO DEPTH OF DECK JOIST AND O 1/2"DIA.GALV BOLTS W/ "MIN. 116 JOIST ti NO GREATER THAN THE DEPTH OF THE RIM JOIST 2 x JOISTS I LOCK WASHERS. CONNECTOR SCREW 1/3 JOIST DEPTH MAX. S r W GRADE O F- RIM JOIST ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED O ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH,MAX. N iv= GALV LAG SCREWS PER IRC TABLE R507.2 AND 2x RIM JOIST EPDXY ANCHORING ADHESIVE FOR IUse 1-1/4" Metal O Z PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) USE WITH THREADED ROD SLOPED JOIST HANGER see Schedule on DWG-1 Z MECHANICAL ANCHORS;SIMPSON (Coil Strap 20 Gage M tip of lag screw shall fully extend beyond SIMPSON H2.5 AT WEDGE-ALL WEDGE ANCHOR Solid sawn joist and rafter " ( ) Q MIN. CAPACITY OF 625 LBS. EACH JOIST M COVERED FRONT PORCH FOOTING: 12 Min 5 8d common nails Q Lu lLl the inside face of the band joist. W 18"x18"x TO VIRGIN SOIL notching and boring IImItS. l in EACH END at � J AT EACH STRINGER (MIN 36"BELOW GRADE) / EACH Stud. Z W U '�:.+• � SIMPSON DTT1Z W/(6)10D X 1-1/2" �7 NAILS @ MIN.OF 4 LOCATIONS ° SIMPSON BIC REAR DECK FOOTING 18"DIAMETER NTS 8d @ 6" oc Along < IX 0 SPACED EQUALLY. TWO WITHIN 24" DECK STAIR ATTACHMENT OF EACH END OF DECK: CONNECTOR BEAR FOOTING ON VIRGIN SOIL Braced Wall Panel MIN THREAD ALLOWABLE LOAD:910LBS. 108( 36"MIN.BELOW GRADE FIGURE R602. . /1 PENTRATION MAXIMUM OVERHANG ) 3/8"DIA.LAG SCREW PREDRILLED SHALL BE JOIST SPAN/4 P.T. POST TO CONC. PIER & FOOTING TO CENTER OF TOP PLATE,STUD R507 EXTERIOR DECKS OR HEADER CONNECTION a1• COVERED PORCH NTS WALL TO WALL STRAP LEDGER BOARD ATTACHMENT TO BAND JOIST DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE 1 ^ 1 G NTS WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 1 2 NTS 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 11 `+ J 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 � Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap w N pTTH STAGGERED with (5)-8d common nails with (5)-8d common nails DEP <1 /4 d SEE TABLE 507.2 FASTENERS at each stud at each stud HOLE EDGE iv IN 2 ROWS Strap may be attached OVER DISTANCE>5/3" Strap may be attached OVER !� EA iNLY HOLE DIAMET QO QO O Studs. OR directly to U o 1/3 OF 5.5"MIN FOR 2X8' �_ the plywood OR directly to W <2/5d 6.5 MIN FOR 2X10 Studs. STUD SINGLE STUD <OLE DIAMETER 5"MAX 7.5"MIN FOR 2X12 CV F..•.( '—' DOUBLE STUD 0 - [T] _ 7b 3-16d @ 16" oc Along .7:� °O o PLATE HOLE EDGE 2MIN = = Braced Wall Panel DISTANCE>5/8" LAG SCREW OR THRU BOLT 314"MIN LEDGER BOARD 9FIGURE 111 R602.10.8(1) 1111111 ° cit � 0 Ix PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS PER FIGURE R507.2.1(1) OF 2015 IRC CODE FOUNDATION-SILL-STUD d r:15f vI C U STRAPPING p,► ko��'S'o�C� Stud n etch i n and bori n I I m Its. *Distance can be reduced to 4.5" Applies to Garage Wall and if lag screws are used or bolt Slab on Grade Construction NTs spacing is reduced to that of = I { lag screws to attach 2x8 ledgers to 2x£3 band joists(1/2" NOTE;ALL STRAPPING SHALL BEAR MIN. 12"ON STUD OR d ;a OYgg10 0 stacked washers not permitted) RAFTER FACE TYPICAL STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD 'F y�, QF N 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 ro 17 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes glued together see plan w/ MANUFACTURED LIGHT ENCLOSURE Exterior ill entire Cavity to up and out of the and lay on plywood R-38 Batt Insul. ATTIC II SULATGON Sheathing Sealant subfloor way for access attic hatch - R-value --�Typ Roof Const. Insulation dams thin profile structural___._ Tub equal to the Ceiling Double Frame Attic /^ plate Base hat prevent loose-fill sheathing as draftstop Typical insulation requirement access opening behind tub exterior x CJ w/ insulation Sealed to Air Seal insulation from Continuous Be wall Typ Fasci as per drawings floor Gasket falling through of Sealant or Soffit see Sealant 66 6 access adhesive Const. Dwgs „ Sealant = __ - - Sealant or 1 min Rigid solid blocking - -- - ---- - --� adhesive Insulation. Air or rigid insulation eal stairs /� sealed around Weatherstripping Adhesiv Casin / EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter four edges Panel frame gap Casing ll ONTINUOUS BEAD OF SEALANT See Const. Dwgs finish w/ soffit material with caulk 1/2 Gyp. Wall g Pull-down S 1x2 Stop Board DRYWALL CEIILINGING FIXTURE staircase RECESSED or foam LC) Sealant 1/2" plywood (� attic hatch DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE EXTERIOR WALL OF BATHTUB _ AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL (c) PULL-DOWN STAIRCASE ATTIC HATCH DETAIL INSULATION AND WEATHERSTRIPPING RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS DETAIL Z U Thin profile �.. .� z structural Fireplace enclosu Eave baffle installed r _ M y W O insulated to top sheathing adjacent to soffit and eaveM M '- ✓ (� U of second floor Seale joint with etal frestop CONTINUOUS BEAD the to offthe shall lc extendover _ � Z W � ceiling line OF SEALANT p t. W support----. upport Non-combustable as per IRC chapter 11 TYP. ROOF CONST. ID Q blockin g -!� sealant SUBFLOOR GLUED,CAULKED OR GASKETED (R40202.3) l 1/4" structural sheathing TO RIM JOIST/RIM CLOSURE2 oll x CJ W/ INSULATION VJ W as enclosure liner sealed Typ Fascia AS PER DRAWINGS W Z Table 8402.4.1.1-Air barrier and insulation installation. Sealant or at perimeter and seams. SEALANT adhesive Soffit see � ' OR HERS RATER 6 Pre-Fab Fireplace Const. Dwgs (n J TABLE R402.4.1.1 ) U Refer to manufacturersLL ' AIR BARRIER AND INSULATION INSTALLATION specs for installation SILL PLATE INSTALLED SEALANT U J OVER GASKER SILL J O COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa �,D manual SEALANT Typ. Exterior wa ; General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. ,o..a pical foundation & framing See Const. Dwgs Q Z requirements in the building envelope. See architectural plans W 1 Exterior thermal envelope contains a AIR BARRIER AT FOUNDATION TO BAND JOISTS ryO continuous air barrier. r Breaks or joints in the air barrier shall be AIR SEAL DETAIL (a7. PREFAP FIREPLACE RAFTER SEALING AT ATTIC EAVE r 11._ ~ NTS sealed. This detail is for weatherstripping and draft sealing, It is not to be used as a guide for fireplace installation. r- ° Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The Refer to Manufacturer for installation manual, o ° 2.2 installation density of the insulation shall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE �•? ` 0,-E y recommendation and said density shall be maintained for all volume of 2 ° a s -O U 01� U � �C ° each cavity. Batt type insulation will show no voids or gaps and o s o s 4 O maintain an even density for the entire cavity. Batt insulation shall be ENERGY NOTES =o a o occ installed in the recommended cavity depth. Where an obstruction in t e c r "a �' ` ° 8. 8403; Systems: N 1103.1.1 (Mandatory) programmable thermostats shall be r + .m = ° �, 0_0 1 ° o the cavity due to services blocking,bracing or other obstruction I ; o s o a �; w 1. All design & construction in compliance and built accordingly to the provided for each separate heating and cooling system. Temporarily operate LOW DENSITY SPRAY FOAM I 2� Y N a1 Y exists,the batt product will be cut to fit the remaining depth of the 9 P 9 Y c r N ` ( o >Z a o= 3 cavi Where the batt is cut around obstructions,loose fill insulation 2015 International Energy Conservation Construction Code and the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer INSULATION R VALUE I N .- � o a s 3 0 ty. -=--� shall be laced to fill any surface or concealed voids and at the 2016 ECNYS supplement. The authority having jurisdiction shall be shall be max 70 F heating and 78 F Cooling. ACCORDANCE WITH `"�, (t o ° 8 ° ° ° 00-0 �° 1)_20 " p Rigid Foam or ( , = m a� N manufacturers'specified density. Where faced batt is used,the permitted to determine an energy efficiency program to exceed the HERS REPORT ` I f `� 2-Si-S= p energy efficiency required b this code. 9. 8403.3: Ducts-Supply and return ducts attics shall be insulated to a minimum Wood Blocking - I L a� � 0 o o c s o installation tabs must be stapled to the face of the stud.There shall be gY Y q Y of R-8 @ 3" or greater in diameter, and R-6 @ducts less than 3" in diameter. as backdam TYP. ROOF CONST. -� j ,. } i? o o Y g ° no compression to the batt at the edges of the cavity due to inset stapling installation tabs. All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy Diagrammatic. Duct locations drawings shall be provided by an approved third , '' - E `' " a .,' efficiency, International mechanical code, international energy conservation code party using the Manual "J", Manual "S" & "D"submitted at CO. Roof Underlayment �: ` `°N � ° ¢ o L y p y P and the 2015 ICC and 2016 NYS Supplement. 2 X CJ W/ INSULATION I „ . = a E a� o ° °.. Insulation that upon installation readily conforms to available space pp sealed to drip edgeAS PER DRAWINGS ` 'I ~ o Zo co a~ E a .=_° a shall be installed filling the entire cavity and within the manufacturers' 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall ; densityrecommendation. be sealed b an a roved third art HERS Rater usin the OR HERS RATER _? t 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder Y PP P Y ( ) 9 Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the and posted on a wall in the space where the furnace is located Manual "J"Manual, "S" & "D"submitted at CO. Typ Fascial ceiling/soffit shall b>c aligned with the air barrier. Soffit see SEALANT ' =� "�` ~,I = ' ' ' 3. R402.1. Building thermal Envelope: meet the requirements of N1102.1.1 -N1102.1.5 9b. R403.3.3: (Mandaltory) Duct testing - Ducts shall be pressure tested to determine I insulation and an gaps in the air barrier p (p p ) Y p - 5 p Buildingenvelope (prescriptive) per table N1102.1.2 insulation & Fen. b Component. air leakage by an ,approved third party(HERS Rater) using the Const. Dwgs sealed. manual "J" Manual,"S" & "D" submitted at CO. non vented 1} ' -.•� Z Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 2> wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. sections N1102.2.1 through N1102.2.13 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Q Q shall be sealed. Typ. W 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory)Mechanical system piping insulation carrying Yp Exterior wallF_ Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated accordance with the criteria listed in table 402.4.1.2 or required by code official, fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. See Const. Dwgs U) W plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal "S" �/ Q or an approved third party using manual „J„, „& D„. top plate and top of exterior walls shall be resistance of R-3 per inch minimum. 11. R403.5.1 (Mandatory) Heated Water Circ &temp maintenance as perDUCT SEALING REQUIREMENTS sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be 6. R402.4. Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4.1 section N1 103.5A.1 and N1103.5.1.2. RAFTER SEALING AT ATTIC EAVE installed in substantial contact and continuous alignment with the air through N1102.4.5 SPRAY FOAM INSULATION barrier. 12. R403.6; N1106.3 I(Mandatory) Mechanical ventilation Shall meet the requirements Windows, skylights The space between lvindow/door jambs Air leakage shall be tested and verified by an approved HERS rater as having an of the M1507 of the IRC code or with other approved means of ventilation. and doors and framing and skylights and framing air leakage rate not to exceed three air changes per hour. A written report of the Provided by and approved third party or approved HERS Rater. shall be sealed. test results shall be signed by the party conducting the test. j Refer to N1102.4.1.2 for testing requirements. 13. R403.7:R403.7 Equipment sizing (Mandatory) Heating and cooling equipment Rim joists Rini joists shall include the air barrier. Rim joists shall be insulated. shall be sized according to the ACCA manual S based on building loads 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside calculated in accolydance with manual J. Sizing and efficiency ratings shall be Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain combustion air. Factory built fireplaces shall be listed and labeled provided by an approved third party (HERS Rater) using Manual "J", oPAnpr ihd vvii dei��-'' �' -` 0 above garage and exposed edge of insulation. permanent contact with tine underside of subfloor decking or floor and Manuals "S"&"D" , �' O F_ cantileveredfloors) framing cavity insulation shall be permitted to be in contact with the according to UL 127. J CV topside of sheathing or continuous insulation installed on the 14. R404.1 (Mandatory)Lighting -A minimum of 75% of permanently installed fixtures t o z underside of floor framing and extend from the bottom to the top of all must have high-efficacy lamps, Fuel gas lighting systems shall not have 1 U) perimeter floor framing members. continuously burniing pilots. - - J------- ---, --- r` ---- - ------- Q ... Q W LLl Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be Cn _ 24" 4•s I crc cannot A = J shall be covered with a Class I,black permanently attached to the cra«lspace walls. t�,;. n _,., ,., a Approved w.ndam fall p ✓enaon Vv indov, Q vapor retarder with overlapping joints pn,s hro,, h dov c:e(conforvn to ASTM F 2(sa) < LLI U taped. : Fin shed Roor Height Shafts,penetrations Duct shafts,utility penetrations.and flue 8312.2 WINDOW FALL PROTECTION DIAGRAMS shafts opening to e4terior or unconditioned space shall be sealed. f TOP OF THE WINDOW SILL SHALL ibl-irsi lit A'DCb`C" � BE A MINIMUM OF 24"ABOVE THE FINISHED � � � Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FLOOR AND GREATER THAN 72"ABOVE THE FINISHED `Finished Floor GRADE OR OTHER SURFACES BELOW ON THE Ileighl Above �f the correct density without any voids or gaps or EXTERIOR SIDE OF THE BUILDING.SHALL Fini-hC4� 'c �C' r compression,or narrow cavities shall be filled by COMPLY AS FOLLOWS: + Finishocc Flnor insulation that on installation readily conforms to the available Cavity space. R312.2.2 WINDOW OPENING CONTROL DEVICES: f WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH Garage separation Air sealing shall be provided between the garage and ASTM F 2000.THE OPENING DEVICE AFTER OPERATIONFir.fsfed Grade conditioned spaces. N TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO F'�I FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal TO MEET EGRESS R310.2.1 a envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. Plumbing and Batt insulation sl><all be cut neatly to fit around wiring and wiring plumbing in exterior walls.There shall be no voids or gaps or compression where cut to fit.Insulation that on installation readily conforms to available space shall extend behind piping and wiring. CERTIFICATE ( MANDATORY) N1101.14 (R401.3) M Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE w b oo exterior wall showers and tubs shall separate them from the showers and insulated. BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE // •- ' tubs. FURNACE IS LOCATED. Electrical/phoneThe air barrier shall be installed behind electrical or THE CERTIFICATE SHALL LIST THE FOLLOWING: box on exterior wall communication boxes or air sealed boxes shall be installed. HVAC register HVAC register boots that penetrate building thermal R-VALUES FOR CEILING/ROOF, WALLS, FLOORS FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC), AND DUCTS. O boots envelope shall b sealed to the subfloor or drywall. �;C��F-D ARc"� Concealed When required to be Sealed,concealed fire sprinklers shall U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT, sprinklers only be sealed in a m,7mler that is recormnended by the RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. TYPE AND EFFICIENCIES OF HEATING, COOLING, WATER HEATING EQUIPMENT. IC = insulation contact. Q,S oQ ' f, u a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. �' =SOP Nwy FOUNDATION DRAINAGE SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING code section R405 R406.1 Concrete and masonry foundation dampproofing. When spaces below the finished grade Except where required by Section R406.2 to be waterproofed, are to be enclosed with habitable or foundation walls that retain earth and enclose interior spaces usable spaces, draingage shall be provided and floors below grade shall be dampproofed from the top of in accordance with code section R405. the footing to the finished grade. Masonry walls shall have not Drains around the footings shall consist less than 3/8 inch (9.5 mm) portland cement parging applied to of 4" perforated pipe. the top of open the exterior of the wall. The parging shall be dampproofed in joints shall be covered with strips of accordance with one of the following: building paper, and shall be placed on 1. Bituminous coating. a minimum of 2 inches of washed gravel or 2. 3 pounds per square yard (1.63 kg/m2) of acrylic modified cement. 00 crushed rock at least one sieve size 3. 1/8-inch (3.2 mm) coat of surface-bonding cement complying with ASTM C 887. LO larger than the pipe joint and covered 4. Any material permitted for waterproofing in Section R406.2. d') with not less than 6 inches of the same 5. Other approved methods or materials. material. Exception: A drainage system is not required Exception: Parging of unit masonry walls is not required where >_ when the foundation is installed on well-drained a material is approved for direct application to the masonry. z ground or sand/gravel mixture soils according to the Unified Soil Classification System, Concrete walls shall be dampproofed by applying any one of (� Group 1 Soils, as detailed in Table R405.1 In the above listed dampproofing materials or any one of the z The International Residential Building Code. waterproofing materials listed in Section R406.2 to the exterior Ll.! 0 of the wall. U U 71'-7" Z W w0- CODE COMPLIANCE STATEMENTS: TYP.DECK F 0 w O SEE DETAIL ONN DW DWG-2 1. The windows selected for this project shall meet OUTSIDE BASEMENT ENTRANCE ___ ______ W �-- A __ ISTS @ 16"oc 31.611 w p J 8"CONCRETE WALL ON MIN 16"X 8" 2-2 x 6 T.GIRDER L.1_ z the egress requirements of R310. FOOTING WITH 4"CONCRETE LANDING& -" "--'-"'-"" """' Q 2. All windows shall meet Section R308 Glazing and 4"DRAIN TO DRYWELL,CONCRETE STAIR ____________ ______ Step Footing 0 g MEETING IRC R311.7-STAIRWAYS. ' J /1 R308.4 Hazardous locations. HANDRAIL PER R311.7.8, 34"-38"ABOVE 1 V to 2H max. 3. Windows were required shall meet the Window Fall NOSING. 36"HIGH GUARD RAIL ON ; Or provide full height J � q TOP OF CONCRETE WALL, a protection requirement R312.2. SEE DECK LEDGER foundation walls (.� J 0 �� � M SEE DET. ON DWG 2 4. Bathroom windows shall meet the hazardous ---• --------------------------------------------------------------------------------- ----------------'--------- --------- glazing requirements as per R308.4 ,•-------- ---------------------- ------------ ---------------------------------------- --------------------------------------------------------- ------------------ ---- ------ - --- --------- --- ----- ----- -------- 5. Stairs, landings, railings & guards shall comply -- Lo 5. ----- 1 y y , ' ' ' r - 111- .�--I I �, w with R311 & R312 I All Cn �-----� � 6. Outside lighting shall comply with RE 3803.3 ~ I ' DROP TOP OF CONCRETE ;; SMOKE p I'i ; ' ' ' ' AS REQUIRED FOR , LL, r 7. Stairway illumination shall comply with R303.67 O SO ­13 ��BRACE WALL ABOVE 6"X 16"PC ; ; ; ; 36"SWING DOOR X I ALARM � I 111 CONNECTION DETAIL PIERS I and R303.8 ; ; ; O ;'; O I'I DET 2 ON DWG-2 2-SPACED Cn ; ; ; ; ; ; +� _JI I O , Co ALARM J I ' I I + 1 1 I I 'n 0 8. Fireblocking shall comply with R302.11 thru R302.11.2 I- I' III TYPICAL EQUALLY �F'^ I I I ,Em7.� 1 I �, ; 1 11' 1 ; N I 1 ' V J 1 , I I I O Q L 9. Draftstopping shall conform to R302.12 thru R302.12.1 � � o' 1 � N III - °:.. o;_ +� 1 1 , , O 1 UNEXCAVATED I , o, m O) rn` 8 E0 10. Flame spread and smoke-developed index for walls Q' -� U I•------------------- ---- I � � 0 ° = s Co ° , , , O � , O TYPICAL GARAGE SLAB , , I, t•-�.«- E and ceilings shall compy with R302.9 thru R302.9.4 ° U s y , , 2x4 FRAME 1 + ' ' I ' _ - STAIRCASE FROM FLOOR ' p ' - 4" CAST-IN-PLACE SLAB ; ; o �° o u r- 9 N 11. Flame spread and smoke-developed index for O N ------- O I I W/6X6 LAB X /4"F WWM ;+ = o � a ; ; � � TO CEILING. TREATED SHOE _ I � + � �- o I , I 1 I 1 N - V fA � '� �•-L O 0 J _____ , , , PITCHSLAB-114"FT TO c C �- o. 1 1 PLATE AND Gl^p.WALL BD O J m o._ o m '" insulation shall compy/with R302.10 thru R302.10.5 ; UP ; ; in U V INSIDE FACE WALL MIN. d O LL ; ; v GARAGE DOORS o °o o Y 11. Recessed lighting fixtures rated for ATTACH RAILI S.HANDRAILS I TYPICAL INT.FOOTING/COL 1 O I C O W > O - r. O ' ----- LL U �G 47 N 2 1 I' 34"-38"ABOV OSING. Z ______ I n1 , 24"x 24"x 12' THICK v,.a 3 w c'c 3 membrane penetration shall meet ASTM E119 LIGHT X I = CAST-IN-PLACE CONCRETE x I n c o m - o C and Fire Stopping as per ASTM E814 or UL 1479 _ ' ;; i N UNDER STAIR OTECTION:R302.7 ; COLUMN FOOTING&3"DIA STEEL N I _ a °C N y F.D. ; 1.2"GYP BD SO/LL BE APPLIED -- POST cc _ SCD off 12. Exterior Decks shall comply with R507. �, 1 ® I I TO UNDER STAIF SURFACES. d 3 C = W d Q L V _I I 1 I 1 1 ' I I ABOVE I I 1 Ch !� O >T U�•y o C O O -- ------ N ; ; ' ; _ I •-' •-- " i i i i i '� O212C LCE - U Co@ O ai"c 1 , ;' 1 II; ; ; ; ' (2);1-3/4 x11-1/4 LVtr ; _ C., I I I I ;I 2 1� Q, U ::1--44::1 J 121_011 , n 1 h, I f6«S ?_ =�' Ul C N = O O (D,- --------- -------- I I 1 1-1 1 - I ' + - + ----------- -- - ) '� I 1 i , I L C 7 = L C O ` U w Beam Pocket (typ II I --------- _, POST 1 , I 1 I O _�- I I I , I I I I I , 1 I 1 �"- V in f0 Q �- f6 != O.._ O 0. MASONRY FIREPLACE: _ _ _ I ABOVE `-r - 1 I I 1 + " •-- ++ ++ •---- ---- steel shims a r d Masonry Fireplaces shall comply with IRC Chapter 10, sect R1001 GUARDRAIL _ rte, (2) -3/4 x11-1/4 �/L ---+-- ; i -; i q ' 1•- 11 Masonry Chimneys shall comply with IRC Chapter 10, sect R1003 and Reinforced L I I vertically and horizontally per,R1003.31 and R1003.3.2. 8'-2'/z' •- --• 8'-011 .-- --, ,81.011 .-- --• 7' " 7'-8" 7'-811 Exterior Air Supply shall conform to IRC R1006 Masonry const. shall comply with IRC R606 R1001.2 _ Chimneys and vents shall conform to IRC Chapt 18 Provide flush non-combustable hearth, surround, - Chimney T BRACE WALL ABOVE ' ' ' approved tight seal doors, FAkI and ash dump. Chimney clearances as per R103.18AINTAIN REQUIRED SEPARATION ; ; _ Footings and ; ; i co coM CONNECTION DETAI a DISTANCE FROM ALL HEATL g Chimney Fireblocking as per R1003.19 " (2)ANCHOR BOLTS ' DET 2 ON DWG-2 ' PRODUCING EQUIPMENT TO '� ' Foundations TYPICAL ; , , �-�'' -r'-�- --- ' ' ! IN EACH CS-PORTAL - COMBUSTIBLE MATERIAL AS PER ' a;, ; FRAME WALL ABOVE ' I O BRACE WALL.ABOVE ' I _N I ', R 1001.2 Footings and Foundations 1 _____-_____, U --_-- ' I I U ; MANUFACTURER'S SPECIFICATIONS o, I '� SECTION-SEE C -_ -I------------- O I L CONNECTION DETAIL I �, O AND LATEST MECHANICAL CODE. , ' h ' I rn , Ip g 1 DETAIL 3 ON PG 2 , Footings for masonry fireplaces and their chimneys shall be constructed of ;; O Ix FM E ;';----c;'; DET2 ON DVWG-2 ; ; e ' O iv I ;_ ; ; Q' 1I I \ T I TYPICAL , �, 0 f , UNFIN. BASEMENT �- 1 a '�-� -- ----------------------------------------------------- - I , concrete not less than 12 inches thick and shall o ; , o o o ; ___n, � _J ; a" CAST-IN-PLACE CONCRETE Le - ' extend not less than 6 inches beyond the face of the fireplace or ; ; o - ---- W SIMPSON DTTZ2, SLAB INSTALLED IN ----- - ------ tn ' ' p O O , ( O ' , C) HOLDOWN ACCORDANCE WITH IRC O I foundation wall on all sides. Footings shall be founded on natural, o I Oil o Iii T_ o I _ I X U_ U_ LL I,I X ALLOWABLE , SECTION R506 I I 1 _ Step Footing undisturbed earth or engineered fill below frost depth. In areas not X N N ' . '1 M ;I; N LOAD: 1825 LBS 1V to 2H max. subjected to freezing, footings shall be not less than 12 inches below finished grade. co ' _ _ g t e I , M , N M (2);1-3/4" -1/2"�i'V� ' -' - "'---- -----------j-,; ------ -----------T------------------------------ ----------- � ---- rprovl a full height R1001.2.1 Ash Dump Cleanout " - ___ -_____________ -"_____ ____ -- - - - -------------- ---- ------------- ------------- --------------------------------- I, _, ,- , _�_ ,_ , -�"=a= ; _� ' foundation walls Cleanout openings located within foundation walls below fireboxes, YP,DECK LEDGER when provided, shall be equipped with ferrous metal or masonry doors _ 7'-10"c i '-o" 811-0" ' Y SEE DET. ON DWG 2 " I I I ' ' ' 1 r DECK LATERAL HOLDOWNS r and frames constructed to remain tightly closed except when in use. O I c� _ W N ' -� U ,I , _ , ' , ' W ONE WITHIN 24"OF EACH END CV O I- Cleanouts shall be accessible and located so that ash removal will not N I ; ; o ; ; aoD TWO SPACED EQUALLY `' N 0 create a hazard to combustible materials. I II I O ; ~ ' I I' I Z 1 fA _ _ � ALONG DECK-REFER TO - CIO0 ��`\ ,I ; ; ~ •_-_ DETAILS ON DWG-2 V N t� R1001.9 Hearth and Hearth Extension �J 'I' I I 1 ; ' O ;2-2x$ P.T. GIRDER o ,'' i ; O ' i I i I 1 I ' I 1 1 1 W Masonry fireplace hearths and hearth extensions shall be constructed I;I I r ; ---------------- - - - - -►- -�-;- - - - - - - �- -�+t-'- - - - - - - - -�'? = c_n J 1, I X •-, ------ ,------------ - , , + of concrete or masonry, supported by noncombustible materials, N > Q -----_=___ •---- --- • Q W U and reinforced to carry their own weight and all imposed loads. �_____ _________________________ FI-------____-_- _____ __________----_, -_---- Combustible material shall not remain against the underside -_---_- --- ___________: rJl , ------------- -------------__-� --------- YP.COVERED of hearths and hearth extensions after construction. `---------------------- A PORCH FOOTING SEE DETAIL R1001.9.1 Hearth Thickness ON DWG-2 The minimum thickness of fireplace hearths shall be 4 inches. 7'-411 9'-8" 6'-0" R1001.9.2 Hearth Extension Thickness (� The minimum thickness of hearth extensions shall be 2 inches. 121_211 13'-0" 23'-5" 23'-0" or Exception: Where the bottom of the firebox opening is raised not less than 8 inches 711-711 above the top of the hearth extension, a hearth extension of not less than 3/8-inch-thick brick, concrete, stone, the or other approved noncombustible material is permitted. 8'-0" WALL HEIGHT N R1001.10 Hearth Extension Dimensions FOUNDATION PLANa TYPICAL FOUNDATION .•-1 Hearth extensions shall extend not less than 16 inches in front of and not less than 8 inches SCALE: 1/4" = 1'-0" IN ACCORDANCE WITH IRC CHAPTER 4 U beyond each side of the fireplace opening. Where the fireplace opening is TABLE R404.1.2(8): w U 6 square feet 0.6 m2 or larger, the hearth extension shall extend not less than TYPICAL ANCHOR BOLT - IRC R403.1.6 H CAST-IN-PLACE PLACE WALL WITH 20 inches in front of and not less than 12 inches beyond MAXIMUM SPACING: 1/2" 72" O.C. HORIZONTAL REBAR PER IRC TABLE �I U .. M .f� each side of the fireplace opening. y EMBEDMENT OF 7" WITH NUT & WASHER. R404.1,.2(1�) OR SEE DWG-1 NOTE#6. .� rx o ON 16 x 8 CAST-IN-PLACE CONT. WALL FOOTING, 'd t� .� 2 BOLTS PER PLATE AND HOLD AT LEAST 2 - 2 x 6 ACQ SILL PLATES COPPER TERMITE ONE BOLT - 12" MAX AND 3-1/2" MIN OFF SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND ENDS OF PLATES. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP R! FOOTINGS 1 V TO 2H . U Mechanical Systems , "�=�� aARC The Mechanical System shall be o� �� n installed in accordance with Chapters12-24 of the Residential ide Code of New York �tl ' ��►/` °Igo+� NOTE:GLAZING HAZARDOUS LOCATION:R308.4 Plumbing Note: R1003.18 Chimney clearances.Any portion of a masonry chimney located in the interior of the building or P'ASON7Y INCLUDING BUT LIMITED TO THE FOLLOWING: ALL PLUMBING SYSTEMS SHALL BE within the exterior wall of the building shall have a minimum air space clearance to combustibles of 2 inches(51 mm). Chimneys located entirely outside the exterior walls of the building, including chimneys that pass through the soffit or cornice, SAFETY GLAZING(TEMP GLASS) REQUIRED AT GLAZING INA BUILDING INSTALLED IN ACCORDANCE WITH shall have a minimum air space clearance of 1 inch(25 mm).The air space shall not be filled,except to provide fire blocking 7- -;'7-7 WALL ENCLOSING BATHTUBS ANDD SHOWERS WHERE THE BOTTOM EDGE PART VII OF THE IRC&NYS UNIFORM rOF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING in accordance with Section R1003.19. CODE SUPPLEMENT � r%/ /// C-3%16USTIE'_E sHEATtI'1`40 SURFACE AND DRAIN INLET. � �' / � f �` I� / r / EDGE ;.�.L'TT 'ww t.'.•'+L�^:�Y Electrical Note: Exceptions: I / 1- IN '• WET SURFACES:R308.4.5 `�/ /ill,, .�', ,� �,•,,r;,. =S.�:� 1.Masonry chimneys equipped with a chimney lining system listed and labeled for use in chimneys in contact with combustibles I ' //// GALZING IN WALLS, ENCLOSURES CONTAINING WHIRLPOOLS,BATH ALL ELECTRICAL EQUIPMENT /�'`f r TUBS,SHOWERS,SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM AND WIRING SHALL BE INSTALLED in accordance with UL 1777 and installed in accordance with the manufacturer's installation instructions are permitted to have . , • , EDGE OF THE GLASS IS LESS THAN 60"MEASURED VERTICALLY ABOVE ANY IN ACCORDANCE WITH PART VIII OF combustible material in contact with their exterior surfaces. //'/; ;;• • • • .,.;.; =F. ,P,'- 'A'^ALL THE IRC. A MINIMUM OF 75%PF f. STANDING OR WALKING SURFACE SHALL BE CLASSIFIED AS PER TABLE 2.When masonry chimneys are constructed as part of masonry or concrete walls,combustible materials shall not be in contact � R308.3.1(1)AND R308.3.1(2)OF THE IRC, PERMANENTLY INSTALLED FIXTURES with the masonry or concrete wall less than 12 inches(305 mm)from the inside surface of the nearest flue lining. MUST HAVE HIGH EFFICACY LAMPS. + 2 11J. t,LE,;,�::',PJCE l'r"•,IF'•=P�'•,CE'� 3.Exposed combustible trim and the edges of sheathing materials,such as wood siding and flooring,shall be permitted to TO CC%1DJJSTI6LE FF;r.","I`;.t EXCEPTION:GLAZING THAT IS MORE THEN 60"MEASURED HORIZONTALLY Mechanical systems 00 abut the masonry chimney side walls,in accordance with Figure R1003.18,provided such combustible trim or sheathing is4Vs t 0�, G'ANTEL AND IN A STRAIGHT LINE,FROM THE WATERS EDGE LO NON-COMBUSTIBLE THE MECHANICAL SYSTEMS SHALL a minimum of 12 inches(305 mm)from the inside surface of the nearest flue lining. Combustible material and trim shall not NON-COMBUSTIBLE SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS, LANDINGS, BE INSTALLED IN ACCORDANCE WITH CD overlap the corners of the chimney by more than 1 inch(25 mm). FIRESTOP AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF WALKING SURFACE PART V&VI OF THE IRC. r ALL MECHANICAL SIZING PER ACCA FIRESTOP OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF �— R1003.19 Chimney fireblocking.All spaces between chimneys and floors and ceilings through which chimneys pass shall MANUAL"S"BASED ON LOADS STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE be fireblocked with noncombustible material securely fastened in place.The fireblocking of spaces between chimneys and A CALCULATED PER ALGA MANUAL"J" wood joists,beams or headers shall be self-supporting or be placed on strips of metal or metal lath laid across the spaces FIRESTOPPING OF MASONRY CHIMNEYS Ca CEILING LEVEL FIRESTOPPING OF MASONRY CHIMNEYS Cd) FLOOR LEVEL GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD DUCT COMPLIANCE WITH MANUAL"D" OR WALKING SURFACE. between combustible material and the chimney. NTS NTS R303.4 MECHANICAL VENTILATION. DWELLING UNIT SHALL BE PROVIDED ., WITH WHOLE HOUSE MECHANICAL U VENTILATION IN ACCORDANCE WITH _ SECTION M1507.3 Z W0 FLush LVL Header U U 71'-7° Z W 0 11'-10'/2' 7'-1'/2" 23'-1'/z" 29'-5'/z" UJ p � 0 Metal strapping over beam --------- A - ----------- --------- 3' 6" W W - ~ . • tied to each joist w/ 7-8d _________ _________ UJ Z FRAMER TO VERIFY CENTERLINE OF --------- ----- nails in each joist and 2 on WINDOW OVER KITCHEN SINK WITH ' - LVL KITCHEN LAYOUT PLAN PROVIDED ; ______---WOOD LANDING BY BUILDER. ' ' ' &STAIRS& " J ' RAILINGS AS 3_ Simpson structural Hanger CO CO PER CODE V 0 J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ O at each ceiling joist TW30410 TW2442 TW30210 72XBO SL GL _�14 '- 2-2x10 2-2x10 �- , 2-2x10 1 , ( ; (2)1-3/4"x 9-1/2"LVL - 2-2x1 0 LO 13-11 10 0/z /z 12' 0" 22' 8'/Z" :J 2 , Z 11 51' I cV FAN o \/ ; M ' NSULATED SOLID CORE I r FLUSH LVL CEILING BEAM STRAP I ® o STEEL DOOR,O RATED DOOR. -01=11116 NTS o a vo /\ ; o v ; ; v EACH WEATHER STRIPPED I v, _ in `O ifl /-� O ; io ° o W/SELF CLOSING DEVICE. I o E.y ��p J o En BEDROOM #1 DINING = °o T a y KITCHEN W W 6�•9 r _ �� � Q "¢ WALKLo _J -IN -------- �� LL 8 y ° oL o o O i+� I D o.� u uw r X W� CLOSET ¢ ----- zo I ?J 6 I °a � � oo O O O O O d U Y N T Ill N N XX O, ------- , X UU N X w N CO O =:0 ❑.`O C 3 NN N CO ' N O X I 3 C•C�3 ° d _ , X N N w =O U O p O 61-71t ; u 2x12 RIDGE Inen'OHR Io VENT CLOTHES DRYER - �______ Q — _ — _ — _ — _ - - - - -- -1 neo ( V)n'o - = moo IN ACCORDANCE WITH _ C7 m o N a =.2 O CHAPTER 15-CLOTHES -------- SOLID.POST POST I Z 'm= I _ - - o 2 c s- E E a a O LVLT FLUSH 2 1-3/4"x 14"LVL T o U o --E ° X DYERS EXHAUST. P ( ) _ •- N ca m M :E t•y I � N -------- 21-411 T - - - - - - - - - - - - - - - - I W m = c I ��, a) ¢`� ina) oo W _ Fcz), _ 4'-4" ' 16'-10'/z" I o ° X > Xc0 04 °� oima IL- � Ea�o `c�i1 ° x--- - 3,/ �yN 2 c,,� Z a m�2'-6" - 2_61"- Ue L- — - — - — - — - - — - 51-011 - J - ' - -- — - — - '% 2x12 RIDGE - — - — - — - — - — - ---------------------- -----------------------, rt - _ r i W GARAdE LL' DWELLING GARAGE in I , O 130:'x22"ISO' v)X I� _ ° P oMQ Q SEPARATION IN I io o FAN*"3'/2 / ` min.),tlic ch _ �N I o J ACCOI�DANC�WITH M o ' ® co iace€ss ; 11 N'; oo �� o O IRC TABLE R302.6 O '--- M t o 1 N v SEE DWG-1 FOR TABLE I ++ LIVING x INSULATE WALLS N ?_6 I � �w `� COMMON WIT�i LIVING 1_4 _6 0 _ ROOM MASONRY' 11 - w On ; FIREPLACE AREA ;1 \ Z� „N , � 1 I O � 2-0 ; � U� (2)1-3/4"x11-1/4"LVL—+.. � (2)1-3/4"x11-1/4"L�fL I F ; `v �X KNEE WALL co O� + ��` POST `�� I W % BEAR/NG ' N N 23'-11/Zt ABOVE ifl — — — — — —$'-011 — — — -- — — $'_B" — — — —TY -I N o 'c� WALL 3' SIMPSON DTTZ2 I�y2' M jn \ HIDLDOWN iI N . --1 - ALLOWABLE BEDROOM #2 'N BEDROOM #3�� 2-zxlo LbAD: 1825 LBS 2-2x10 2-Zx10 I "' I ' 3'-0" ' I M ,/ 2x10 RAFTERS a)16"oc 200 RAFTERS 1\6'o c 2x6 CEILING JOISTS @ 16"oc I O 2x6 CEILING JOISTS @ 1�c - - PORCH 2x4 COLLAR TIES @ 16"oc , 2x4 COLLAR TIES 16' orffpr r W N -9 00 O F— N - /I - O 1'-0" 10'-5" o z , 3r" 31/2 CD Cl) N 1 I LLJ 2-2x8 � , r > J I � ' __ _' ' _ _ _ ' __ z a Q U W 2-2x8 _ TW30410 ------ ------- TYPICAL RAILING -' L - - - -_TW30410 — — — — — J — — — — — — — ----- ------- '-------- A 2x4 TOP RAIL 2x2 BALUSTERS @ 4" oc 2x4 BOTTOM RAI 4x4 POSTS @ 5'0' oc. 8'-9'/" 8'-9'/2' Ott 61-111 61-111 6-6" 6-6" 2'-911' 2'-9" 41-4:3/411 4'-43/411 4 3/ 41-43/411 t-43 u 71 _411 91-811 61-0" u 411 ^� 12'-2" 13'-0" 23'-5" 23'-0" -------------- rte, 71'-7" a � I� 8'-1" PLATE HEIGHT V MASONRY FIREPLACE: R312.2 WINDOW FALL PROTECTION NOTE: 1ST FLOOR PLAN WINDOWS, EXTERIOR FRENCH & SLIDING DRS H Masonry Fireplaces shall comply with SCALE: 1/4" = V-0" Plans indicates ANDERSEN series 400 Tilit Wash ,? M IRC Chapter 10, sect R1001 TOP OF THE WINDOW SILL SHALL Model Numbers and shall be In accordance with IRC R609 Masonry Chimneys shall comply with BE A MINIMUM OF 24" ABOVE THE FINISHED AREA SCHEDULE To be designed & installed as per manufacturers IRC Chapter 10, sect R1003 and Reinforced FLOOR AND GREATER THAN 72" ABOVE THE FINISHED NAME AREA specification for 140 ultimate design wind speed ® �.� -� N vertically and horizontally per R1003.31 GRADE OR OTHER SURFACES BELOW ON THE and IRC Table 301.2(2), 301.2(3) and R1003.3.2. EXTERIOR SIDE OF THE BUILDING. SHALL 1st FLoor Area 1545 sq ft. Exterior Air Supply shall conform to IRC R1006 COMPLY AS FOLLOWS: 9 q ft Provide HP LOW-E4 glass; U = .30, SHGC = .29 pp y Garage Area 542 s EGRESS: shall meet R 310 O Masonry const. shall comply with IRC R606 WINDOW FALL PROTECTION: shall meet R312.2 '"' U FIRE BLOCKING SHALL BE INSTALLED FAD SSR Chimneys and vents shall conform to IRC Chapt 18 R312.2.2 WINDOW OPENING CONTROL DEVICES: IN ACCORDANCE WITH IRC R302.11 Substitutions made upon meeting Code. C -� Provide flush non-combustable hearth, surround, WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH THRU R302.11.2 AND DRAFTSTOPPING See page one, general notes for additional �� approved tight seal doors, FAI and ash dump. ASTM F 2000. THE OPENING DEVICE AFTER OPERATION PER R302.12 THRU R302.12.1 code requirements. �` Chimney clearances as per R103.18 TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO ' 0 Chimney Fireblocking as per R1003.19 FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE S Smoke Detector ,� ,k.:i O Carbon Monoxide Detector TO MEET EGRESS R310.2.1 co Refer to DWG-1 General Notes % , �/ In accordance with Section 915 of the 2015 IFC as amended by the NYS Op M t..r uniform code supplement �" MASONRY&BRICK VENEER CHIMNEY CONT. RIDGE VENT MASONRY& BRICK o VENEER CHIIMNEY N OO I r — CONT. RIDGE VENT �- 12 12 � 6D Q6 ASPHALT SHINGLES .. Stepped , -—.1 �\ry — Metal '-' GUTTERS & LEADERS z s, Flashing AS REQUIRED a: W O TYPICAL ( ) N, Too of P ate Z W J C w O Cl) W[- � z ::) • - QO Wood steps and landing to grade. handrail and V J LL Guardraiil to code _ Top of ubfloor Z Top of F undation w �" - - woS I� T LL .....:......0 ..,.a ..r.. ,.e.. .vwA..i.w...w.....v.w:w,.wmw......x.:.....s... .sn ..:«,.J::... - v w._. ....1.. .,,.. ... .. ... .. ..... ..... .u.... ... . .w ............ ., -71"«.. ..._...re..,.i_.�.............._-e.........a_....a.u..m......e...w..wuv.....aw... - .wA..r..w.awu. _,__.., ._..... .......m....-w.�.d... FINISHED GRADE FINISHED GRADE I_ _ _ _ _I I Eo RIGHT ELEVATION E B IL _ , I I __.. ..�. I ' ' I ;,� ;,� REAR ELEVATION '- - - - -I I °8_ I...d - - - m M m m °'` `ono m I I I I SCALE: 1 /4" = 1 '-0" I I _ I. _ _ _ .I I = N yL... - L fA N O • SCALE: 1 /4" - 1 '-0" - - - - - � �° = N� � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � Top of noting _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —_—_ N " - -i ' - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ T O O f6 O 3 cc�3 6*6 a o 0 oL`� m 0 0 0 0 O d L n= C O N O U C O ZT U L O O O O f0 N ..0.. O Q C L C E NV 0 d L) `.N h 0 O 0 C V N (0 N N C Q Lul C N C 0) O .G O 7.0 � L C O O U 1- U ui m >s H rn E a. o a MASONRY&BRICK ..VENEER CHIMNEY CONT. RIDGE VENT CONT. RIDGE VENT N CONT. RIDGE VENT 12 12 12 12 6� Q 6 +/-8 (� � 8 +/- ASPHALT SHINGLES _ M GUTTERS & LEADERS AS REQUIRED TYPICAL T of Plate. W _ � O = 0 z co u.....fi.—.b Nil _ Q Q Q � W Top_ SubfloorI M Top of Foundation ti . FINISHED G w � RADE ' I FINISHED GRADE I 1 I I I I 1 I I I I LEFT ELEVATION , BOI I I I ' ' ' ' ' ' FRONT ELEVATION I I SCALE: 1 /4" = 1 '-0" I I I I ' SCALE: 1 /4" = 1 '-0" � — — — — — — — — — — — — — — -j — — — — — — — — — — — — To fFootin — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — p g -� — — — — 1 — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — I — R303.8 Exterior Stairway Illumination v M Exterior stairways shall be provided with artificial light source 00 located at the to landing of a stairway. Exterior stairways � 0 p g Y � ,�U// � •� � � providing access to a basement from the outdoor grade Q W CZo level shall be provided with an artificial light source located 04 at the bottom of the stairway. �eDARC>y r FOF IRC BRACED WALL PANEL • � COtITitJ!�0i l^Ll'°HE=THEG`� Er CEG'::-.LL LIr IE PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-A 1-B 1-C TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP GB CS-WSP / BRACE WALL LINE SPACING(FT) 19.7 19.7 9 46.5 46.5 17.2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH (inches) 24" 24" 24" 24" 24" 24" ffiffi/No j: HOLD- SHE TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 5 5 2.5 10.3 21 4.3 FET /'j DO'•°:rJ BRACING METHOD F: =_L DE;I_E ER-.CED%..' LLF JIEL�.T °` >��F= ---•T EIIDOFr UrJE CS NSP CONTINUOUS SHEATHING TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c ER4_ED :':�.LL END CONDITION 1 END CONDITION 2 WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 00 CS-P F CONTINUOUS SHEATHING 2. ROOF EAVE TO RIDGE HEIGHT .94 .94 .94 .77 .94 •94 LO 7/7 k PORTAL FRAME DETAIL#3,DWG-2 3. WALL HEIGHT 9 1 .9 1 .9 .9r- j f 4. NUMBER OF BWL PER DIRECTION 1.3 1.3 1.3 1.3 1.3 1.3 GB GYPSUM BOARD ' '; j 5. ADDITIONAL HOLDOWNS z 70m, BRACED WALL NOTES: 6. GYPSUM BOARD OMITTED -,E_ REFER TO DETAILS ON DWG-2 ,, ,i, ul S�-C. ,;-lLF-!:°L - ,,,.• Fi=sre­�E= FOR HOLDOWNS, STRAPPING, BRACED _ . ;C c7 5a.,-C:p -_L L t;: iF =� WALL DIAGRAMS AND DWG-1 7. GYPSUM BOARD FASTENING 7 FOR NAILING SCHEDULE, ALL BRACED z END CON0111ON 3 END CONDITION 4 WALL PANELS SHALL BE FULL-HEIGHT RESULT REQUIRED BRACED WALL LENGTH(FT) 5.6 6.2 2.75 10.3 16.2 4.7 W O - •.rr, c._ =_=r-E. SECTIONS OF WALL WITH NO VERTICAL -� REQUIREMENTSOR HORIZONTAL OFFSETS. TABLE R602.10.5 page 187 ADJUSTED Length 1.5 x actual(ft) 8 Return panel: 24" fcr braced vra Imes sheathed w'Tat z W 0 V'.'CCd S irU Lil`'al �78t1eS 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH PER PLAN BRACING LENGTH PROVIDED(FT) 19.5 15 12 12 19.6 12 W J 32" fog b,aced wall ,.nes sheathed 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 Q j ste uctura'f berbca{d 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 COMPLIANCE YES/NO Y Y Y Y Y Y _ 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE j Distance D: 24" for braced Y,,a'" !'nes sheathed w"th SHALL BE OFFSET NOT MORE THAN 4 FEET. a. Linear interpolation shall be permitted W 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL b.The total adjustment factor is the product of all applicable adjustment factors. W Z r bb'CyCd St••rUCiUra' I?8tle'S THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 32 fer ,� aced wall E neS S leap 1eG 4'a'it.l c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines < O / .1 r- f u a �s i � 1 p 9 9 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. structural frberbcat END OF A BRACED WALL LINE �e.re 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL vJ U) d.�LLFahE� END CONDITION 5 Hold-down 800 Ibs ca;�aclty fastened to the edge of the PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE ABBREVIATIONS; BWL=BRACED WALL LINE, � J LL device: braced ,'a'I pane!Cfcsest to the cc-ner and R602.10.2.2 BW=BRACED WALL, �� CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL _ O to the. fctJndat�on or f,Ccr frarn=ng be:cw CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION (.t_ For SI:1 inch=25.4 mm. 1foot=345 rrem,11b=4,4SN � Z FIGURE R602.10.7 w LO END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING r r O LL41-011 1 �--' 46'-5" 4-0 I E m oc U OD 11 Q oE � 27'-5" 19-0 Lr ° rn m rn` �.E w E sin In o `o-6 I I a U �E `o31-5I/zn u c CIO3'-1011 M 6.2 =1M M zm c ILIO O 1 u �o69 o` o �' � o `o tit 0-v 0.2 N 2 Y m ' 48"CS-WSP CS-WSP -0 Y=•°3 L =�?3 0 °3' 48" CS-WSP 48" CS-WSP I 48 CS-WSP o o 1 aa) O � -0 o L NN NN N a N rn y� rn m In 2 L_ U) Lr'� E m ��-o In° 3 o E O I , ICL ° O ° ° (n U i� rn N m m E � au)Cj u� ` -._ c U ca.-• �.cw Q� cmc mo BWL 1-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - a� � aEm mv � o °=CD L" BWL 1-1 r_ c, FL- mE2L - - -- - - - - - - - - --r - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - i - - - GB METHOD TABLE R602.10.4 -------- 7"O.C.AT PANEL EDGES , INCLUDING TOP AND -------- BOTTOM PLATES,7"IN FIELD UJ I ALL HORIZONTAL JOINTS I _ m BLOCKED AND ' -------- FRAMING CONNECTIONS , AS PER DETAIL 2 ON DWG 2 r ELL\/ I , ------- ------------------------ _______________________i i_-____--_________}------- 7'-9 ____i7' .7zo Cl Cl) GB METHOD a co o 1— can I I N O �j z Ch 48" GB v) o U I p Q 00 , I , POST Q TYP oo BWL 1-2 = W w BWL1-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -I- - - _ I - - - - - - - - - - - - - - - - - - - - - CS-PF z Q GB METHO S-PF LU tY Cl) 02.10.4 SIMPSON DTTZ2 7"O.C.AT PANEL EDGES I HOEDOWN INCLUDING TOP AND , ALLOWABLE co BOTTOM PLATES,7"IN FIELD LOAD: 1825 LBS CONTINUOUSLY SHEATHED CONTINUOUSLYI SHE THED ALL HORIZONTAL JOINTS BLOCKED AND PORT L FRAME. SEE DET 3 PORTAL FRAME! SEE ET 3 FRAMING CONNECTIONS Gg_WSp N DWG-2 AND ON DWG- `..� AS PER DETAIL 2 ON DWG 2 I Cs-WSP FIGURE R602.10.6.4 FIGURE R6WAND .10.6 4 _ r- I I c- 3'-11 3/16" '-1 11/16" 3'-4" e 2'-0" rn BWL 1-3 I I w N - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - , - - - - L) co rA (V --U00 1 48" CS-WSP v '� 63 48" CS-WSP , 48" CS-WSP M .> M � l 00 o 4'-0 I V - 00 1 ® � U 4'-0" 17'-211 ' 46'-5" 4'-0" U 71'-7" ?iED Aq 1ST FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" ``� .:, R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATEIR THAN 8/12,THE ICE BARRIER SHALL ALSO B'IE CONTINUOUS RIDGE VENT APPLIED NOT LESS THAN 36"MEASURED ALiONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE RIDGE BOARD BUILDING R802.3.2 COLLAR TIES SHALL BE NAILED with 4-10d BOX NAILS IN ACCORDANCE RAFTER/CEILING JOIST HEEL ITH FASTENING SCHEDULE CID JOINT CONNECTION LO SHALL BE NAILED TOGETHER W/4-16D NAILS 12 12 r ACCORDANCE WITH TABLE R802.5.1(9) 66 (SEE DWG-1 FOR TABLE) 2x4 CT @ 16„ OC WITH SIMPSON H2A AT EACH RAFTER TO STUD. Z IRC R806.3 .. MIN. 1”AIR GAP R-30C BATT 0 BETWN INSULATION INSULATION KNEE WALL AND SHEATHING 1/2"PLYWOOD Z Top f Plate W 0 ZU � ® FLUSH LVL W C J®rap Header in Azek trim Ind C) O Z VINYL SOFFIT ON W W �— R-21 BATT LIVING KITCHEN ROOM FURRING STRIPS N z Z) 00 INSULATION LL QD J J) Top of S bfloor J U- 7 C31 S 5 Top o— undation T\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , — 0 R-30C BATT P,o INSULATION D. !! ..: . :., \ I I"I"I 0 _.:. �. ....ws.: .� LVL Girder \ \ SOLAR READY I r ZONE 111 YYYP.DECK EDGER \ 340 SQ FT I LL r UNFINISHED SEE DET. O A DWG 2 _ \ a°r BASEMENT a PORCH FOOTING BO \ h EE DETAIL \ E,o ON DWG-2 \ I .6 c 0 Ln � 0 E E Bottom of \ I "'" \ I SOLAR ENERGY SYSTEMS (R324) E N o TYP.BASEMENT SLAB Pe, Footing to \ SOLAR ENERGY SYSTEMS SHALL COMPLY .6 v rn o c m = v, o a' be 36" below Top of Doting \ I WITH IRC SECTION 324 APPENDIX U ° `� o m M Grade Minimum \ 1 &NYS SUPPLEMENT.SYSTEMS SHALL BE u VW m °t a 0 `o — — — — — — — — — — — — — — — — — — — — LISTED AND LABELED WITH UL 1741. o•c 0 ` PANELS SHALL BE LISTED AND LABELED �'o.o a v 0 v WITH UL 1703. = a� NY �2 �QY mY`o a�N2co ro•- oc N r r; 0 3 .= C•_ 3 0 3 SECTION SOLAR READY ZONE: _�- _`oo o oar 0 1c �• IN ACCORDANCE WITH IRC CODE APPENDIX U c � " a�, = w a: v�� m rn THE TOTAL SOLAR-READY ZONE AREA SHALL BE •c'c'� t �' o s o NOT LESS THAN 300 SQUARE FEET NOT INCLUDING L a c ,n a 3 E 11 1 11 0 0 L `o = m o SCALE: 1 /4 — 1 -O ` ACCESS OR SET BACK AREAS AS REQUIRED BY a = m vi•o THE IRC AND NYS SUPPLEMENT. EL— E E co a ROOF AREA ORIENTATION SHALL BE BETWEEN ROOF PLAN � 2zw �� r� o= N q � 1 110-270 DEGREES OF TRUE NORTH. �, = a E ro m 0 PROVIDE FIRE BLOCKING IN n V" /� ro t, � __ ¢ U) _ a� m o ACCORDANCE WITH R302.11 �� — �� S 1 ` o N II E a c a a OF THE IRC RESIDENTAIL CODE. SCALE: 3/16 - 1 -0 t�s TYPICAL ROOF CONSTRUCTION Class A Asphalt Roof Shingles w/ G - d fasteners per manufacturer's specification INTERIOR WALL FINISH (O_ and IRC 2015. Provide 1/2 Gypsum Wall Board on ceilings CA �t& Ice & Water barrier as per IRC section R905.1.2 and walls except basement walls & cl s - unless 1 p g (Note: Double underlayment Is required noted. Min 1/2 Moisture Resistant Wall Board on for Roof slopes between 2 on 12 and 4 on 12) Ceiling and all walls in Bathrooms (humid areas) Framing As per plans with 1/2Xexterior grade and 5/8" cement board on walls and ceilings in wet areas. �a span rated structural plywood Sheathing, Provide 5/8' Fire Rated gypsum wall Board on walls Nail to framing in accordance Fastener and ceiling located as per code, manufacturers Schedules & Strappiing per detail sheet(s). requirements and drawings. Flashing per IRC R9105.2.8 TYPICAL SOFFIT CONSTRUCTION. 12" overhangs-typical INSULATION SCHEDULE 6" Wood fascia & 6" Wood rake boards. shall comply with Res\Check insulation requirements Trim in aluminum or use "azek" or equal Refer to energy efficiency requirements as per IRC part IV Metal drip edge per IIRC R905.2.8.5 energy conservation and NYS 2017 uniform code supplement. Fully Vented Vinyl Soffits Location R-value Thickness VENTS: ti TYPICAL EXTERIOR WALL Flat Clg * R-30c 8-114" o ~ P3103.1 ROOF EXTENSION O 2 x 4 Doug-Fir Wood Studs @ 16" oc. Floor R-30c 8-1/4" I I N 2x6 Doug-Fir Wood Studs @ 16" oc Exterior 2x6 walls R-21 5-1/2" „ ROOF OPEN VENT PIPES SHALL } Q 4" VENT THRU 4 VENT THRU EXTEND MINIMUM 6"ABOVE � THE ROOF OR 6"ABOVE THE @ PLUMBING WALLS air seal walls to pass 3 air changes per hour ROOF ANTICIPATED SNOW ACCUMULATION. o Double to Plate and Single Sole Plate. Above grade attic walls R-15 3-1/2" �' � ' U) w p 9 P3103.2 FROST CLOSURE: 1/2" exterior Grade - Span Rated All Glazing U = .30 SCGH: .30 1 1 WHERE THE 97.5%VALUE FOR z > <t Continuous Structural plywood Sheathing. Doors-less than 50% glazing U = .40 1 I OUT-SIDE DESIGN TEMP IS 0 DEG F < W v OR LESS.VENT EXTENSION THROUGH U) Fastened per Fastener schedule. Door-more than 50% glazing U = .30 SCGH: .30 I I A ROOF OR WALL SHALL NOT BE LESS tyvec House Wrap or equal. I I THAN 3"IN DIAMETER. ANY INCREASE 0.30, SHGCs 0.30 N 2„ THERMAL ENVELOPE OF THE BUILDING. R-3 Rigid exterior insulation boards Other Specifications: ; ,i • N SIZE S THE VENT SHALL E MADE Vinyl Siding as per clients selection • Windows: U<- OT LESS THE 1 FOOT INSIDE THE � I 2" ' � 1 installed per manuf specs and IRC code. • >- 100% high efficiency lighting (GEC's or LED's) 1 3„ 1 ;- - - Cont. load path strapping installed in accordance • < 3 air changes per hour 211 w _ I311 ' •- with drawings. Provide Fire Blocking in accordance • >: All Energy Star appliances with IRC R302.11 & R302.11.1 and I I I��•y� Draftstopping per R302.12 & R302.12.1 R403.6 Mechanical ventilation shall be provided that meets the requirements of section M1507 of the IRC 3"1 i N TYPICAL FLOOR CONSTRUCTION I TUBI WC LAV 1 LAV WC STALL 3/4" Plywood Span Rated Subfloor, R403.7 Heating and cooling equipment shall be WM DW Sink SHOWER I F a Glued and Nailed in sized in accordance with ACCA manual J by a I 1 SHOWER accordance n with the fastener schedule. certified third party rater. I I o Floor joists and Bridging as per Code. *If part or the entire attic will be decked over with plywood, 1 1.1/2 i 1-1/2" FIRST FLOOR the ceiling joists must be deep enough in order to fit the .? M TYPICAL FOUNDATION CONSTRUCTION batt insulation so that it is not compressed. If not then 2„ 1 rd M o in accordance with chapter 4 Clg Jsts will have to be built up or upgraded to the next size. 2" i 3„ I 3„ 2" 45 o 3000 psi Air Entrained cast-in-place concrete i wall on cast-in-place Concrete Wall Footing per CO ` 3" 3„ 4" FAI � � � R403. refer to Foundation Plan for footing size & CO thickness. Concrete Horizontal and Vertical O Reinforcement per IRC Chapter 4. & gen note #6. U Damproofing per R406. 2- 2x6 approved 411 ED ARc treated Sill Plates Sill Seal And Termite shieldp er CONNECT TO A NEW ��`� J Section R318. Anchor bolts per Foundation Plan SUFFOLK COUNTY DEPT. and R403.1.6 OF HEALTH APPROVED ' PLUMBING RISER DIAGRAM SANITARY SYSTEM. Not to Scale 01��;£�