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HomeMy WebLinkAbout43614-Z O�UFFU�XCpGy . Town of Southold 3/30/2024 P.O.Box 1179 0 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45080 Date: 3/30/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 620 Knapp Pl., Greenport SCTM#: 473889 Sec/Block/Lot: 34.-3-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/13/2019 pursuant to which Building Permit No. 43614 dated 4/4/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 4 additions and alterations, including accessory apartment,to an existing single family dwelling as applied for. The certificate is issued to Muth, Steven&Solinger,Laura of the aforesaid building. ^ SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0130 3/19/2024 ELECTRICAL CERTIFICATE NO. 43614 2/10/2020 PLUMBERS CERTIFICATION DATED 3/21/2024 A (\ TfaN Edingto , Oo5 Signature �SUFEu� TOWN OF SOUTHOLD BUILDING DEPARTMENT H a TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT ' (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43614 Date: 4/4/2019 Permission is hereby granted to: Muth, Steven 13459 Oregon Rd . Cutchogue, NY 11935 To: construct additions and alterations for an accessory apartment in an existing single-family dwelling as applied for per SCHD approval. At premises located at: 620 Knapp PI., Greenport SCTM # 473889 Sec/Block/Lot# 34.-3-10 Pursuant to application dated 3/13/2019 and approved by the Building Inspector. To expire on 10/3/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $455.20 CO -ADDITION TO DWELLING $50.00 Total: $505.20 Building nspector 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. V A New Construction: Old or Pre-existing Building: (check one) q Location of Prope ty: � Vv8aop C. R 4 4 House NoC Street Hamlet Owner or Owners of Property: Pk4r, Suffolk County Tax Map No 1000, Section 24 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant:: 3�Y``� CJZC!)V Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporaryy Certificate Final Certificate: (check one) Fee Submitted: $ , ) Appliedrt Signature OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 COUN N,a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued T« Steven Muth Address: 620 Knapp PI city:Greenport st: NY zip: 11944. Building Permit#: 43614 Section: 34 Block: 3 Lot: 10 n WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: KV Electric Inc. License No: 55844-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 12 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 2 Smoke Detectors 1 Main Panel 200A A/C Condenser 1 Floor Outlet 1 Recessed Fixtures 2 CO Detectors Sub Panel 40A A/C Blower 2 Range Recpt LED Strip Lights 60' Pumps Transformer Appliances Dryer Recpt LED Drawer Lights R� 2 Time Clocks Disconnect Switches 7 Twist Lock Ceiling Fan Combo SD/CO 1 Other Equipment: Mini Split, Fridge, Oven, Cooktop, 12- Circuit Subpanel 11-Used Notes: inspector Signature: Date: February 10, 2020 S. Devlin-Cert Electrical Compliance Form.xls . '%pF SDUT�,QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 Q �yIrou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Cf 6 Owner:_ (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers ignature) Sworn to before me this D f day of Ar,rak 20,D, DAVID J.SHEPARD Notary Public-State of New York No.01SH6328441 Ouallffed in Suffolk County Notary Public, -��/� �� County C°mmi!slon Expires Avyust 3,20 DOE SO TOWN OF SOUTHOLD BUILDING DEPT. courrr+��'` 765-1802 INSPECTION [VfOFOUNDATION 1 STC-�'—) [ ] 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: z► n DATE INSPECTOR eve OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRYING/STR_ ----G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: {� W % DATE INSPECTOR OF SOUTyo<o TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm��' 765-1802 INSPECTION . �1 [ ] FOUNDATION 1ST 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 / NL INSPECTOR OE SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT.: 765-1802 INSPEC . 10N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ 2] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE- &-CHIMNEY [" ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION II [ ] PRE Cl REMARKS: 2su— J DATE Y3 INSPECTOR o�a0ES0Uly� to r 1 &2.0 KNA-?Pp PL. # # TOWN OF SOUTHOLD BUILDING DEPT. o`y�oum 765-1802 INSPECTION. ' _ [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION `'[ ] FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL- (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,2a s DATE 1 /2-7 /2-0 INSPECTOR 4W 14 �aOF SOUTyO h� * TOWN OF SOUTHOLD BUILDING DEPT. J 765-1802 INSPECTION-` -Y [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND NSULATION/CAULKING [ ] FRAMING /STRAPPING [[. ] FINAL ` [ ] FIREPLACE &CHIMNEY '-[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [° ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL'(FINAL) [ ] CODE VIOLATION �wulu PRE C/O REMARKS: I _ � ?40 flaL.� ./ � W - DATE INSPECTOR V/V VL�2 - / - ho�aq SOblyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 qwq INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1,086LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CA ol� TOAnMyN) «, DATE INSPECTOR y bum No NEW "o. MOD M A S.. m r p ad w » s F E B 1 0 2020 —00 �5 t r-�J20 v, y,- yy�, � � e a p F r { L4 -;� 6 1 DARKIN iNDUSTRIES LTD. � MP (OUTDOOR SECTION), WG, 0 I � IS 62 ` L PNER SUPPL "J�lpllilENI 49m DEVIG,F `5 A NNW GIRCU t-,"MPACITY 21,9 �` _. § �MOTOR "L clew 2� �� '• u COUPRESSOR MOTOR R 1, ; 15. ""15.5 A t (FACTORY CHRqED 41 CA '� P '''�. e w ,•ilk�lidi�i ��,� 1 1's' n�' n ��i Ci0PtJF0i,lPJ TO -�'b w"";�'• 91 8 400.E870 „ "i T F f F E B 1 0 ?020 Higgins Architect 50 Hidden Acres Path -Wad River,'NY 11792 Ml-:2708-S351 Email: Rarchibob @ Aol.com January 30, 2019 Town of Southold Building bepartment" 53095 Route 25 PO Box 1179 Southold, NY 11971 'Itt: '2:0'knapp lace, Greenport, T,own:,of,'S-outhold, NY This letter is to certify that the proposed accessory apartment addition at the above address will conform to the Town of Southold code section 280-13 #6 items (a) through (p) C 8i efy i efy Robert ggins Archit ► rn V+f) Robert J. Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Email:Rarchibob @ Aol.com October 11, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 RE: 20 Knapp Place, Greenport, Town of Southold,NY This letter is to certify that on October 11, 2019 Robert Higgins Architect made a visual inspection of the insulation at the above residence and hereby States that it conforms to the IRC code of 2015 and IECC code of 2015. D ABC y V v r� ' r l C.! f OCT 24 2019 "� Robert J. �5� �V Higgins Architect MAR 2 7 2024 50 Hidden Acres Path Wading River, NY 11792 rUVLDM-T v DEFT. 631-208-3351 Email: Rarchibob @ Aol.com March 26, 2024 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 RE: 213 Knapp Place, Greenport, Town of Southold, NY Building department inspection letter dated 3/21/24 Architect certifies that to the best of his knowledge, belief and professional judgment the revisions meet the NYS code and the fire separations are intact, I find It satisfies and complies with the intent of the provisions and requirements of the 2020 NYS residential building Code. Sin ly ��D Aq� 1 Robert ins Architec - sA ors®V® ��. • • • • ' i r� • e r --------------- 'FOUNDATION(ZND.) L� 1 ROUGH i[1/ll /lamPLUMBING `' s INSULATION �■ 1104 Ma oil r �r 1 - i , i s TOWN OF S&AYMOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ward of Health SOUTHOLD,,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 I Survey Southoldtowuny.gov PERIVIIT NO. [ Check Septic Form id Y.S.D.E.C. Tutees O O C.O.Application —Tioud Permit Examined `� 0 Single&Separate R ,� 3 2019 Np Truss Identification Form M� Storm-Water Assessment Form TUA C� > � Contact: Approved 20 0V 50 l�R Mail Disapproved a/c �o C`_^fin `/ Expiration 20 Buitkgkdpector APPLICATION FOR BUILDING PERAUT Date �� , 20 ti INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Si �e licant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,QLen4 architect, engine eneral contractor lectrician,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 (Name and title of corporate officer) Builders License No. 3 met Plumbers License No. Electricians License No. g —4 — Other Trade's License No. 1. Location of land on which propos work will be done: House Number Stre t amlet County Tax Map No. 1000 Section t ®Q-*%Z> Block Lot �® { Subdivisioi'i;;i Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of roposed construction: a. Existing use and occupancy. �M Q weNk b. Intended use and occupancy / 3.. Nature of work(check which applicable):New Building Addition V Alterations Repair Removal Demolition Other Work (Description) 4.. Estimated Cosh©Pzx!>_oo 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. PSG 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot:Front � Rear ����� Depth 10. Date of Purchaso&A- 0��� Name of Former Owner 11.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES X NO 14.Names of Owner of premises Q�- Q - t s," Addresses"A 91--ft Phone No.C -7 3--)a 7 Y l Name of Architect Address v4-,c lt'4Y44S Phone No 3l D3$ 3-T'1 Name of Contractor.�e� Address &oQ�-1,to 4 LcRffte No.611 &a I W) 1 a- �� Nl�'- vtia©t 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lings. " 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S� COUNTY OF 1. ©���3 � being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the �0 �� •s (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; VA#4U-%d4G9LffVill be performed in the manner set forth in the application filed therewith. NOTARY PUBLIC,STATE OF NEW YORK No. 01 N061.22973 Sworn t before me thi Qualified in Suffolk County day of V\'OW 2011 Commission Expires Feb. 28,20r1 '1<o&y Public attire of Applicant g1<lfiftlt;{': BUILDING DEPARTMENT-Electrical Inspector..::__ r �. TOWN OF SOUTHOLD D I f , Town Hall Annex- 54375 Main Road Box 1179 y ._ Southold, New York 11971- 6992_ 2 2019 Via! '! ! Telephone (631) 765-1802.- FAX (631) 765- roger:ric ertC town cit(tt old f ..us APPLICATION FOR. ELECTRICAL INSPECTION, REQUESTED BY: C Date:; g` ) �( Company Name: Name: oG�,� G' . .:.: .:.:............. License No.: e emali: c Q^ v 'A..,N ress• _ rr dd Phone No, (�`3. iL JOB SITE INFORMATION: (All Information Required) Name: -2. _ .:. . . Address: a� /tGC Cross Street: Phone No.: Q '� lCn Bldg.Permit#: email:y�. ....... ... Mom+\ .. Tax..Ma District• 1000 Section: 6-IQcl4:,. p Lo_ B IEF DESCRIPTION F WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: ' E NO ough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (AII information required) S:ervice:'Size 1 Ph 3 Ph Size: .. A #Meters.,_. Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead #:Underground Laterals 1 2 H Frame Pole Work done on Service? Y N_, Adtlitional Information: - - PAYMENT`DUE WITH APPLICATION. 82-Request for Inspection FormAs Scott A. Russell °Su sr FO>RMWATIER \1vA\�G 1E 1E1�T SUPERVISOR � a I��1[A SOUTHOLD TOWN HALL-F.0.Box 1179 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES TIUS pRojECT INVOLVE ANY OF THE IF011,0WING: (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land'which affects more than 5,000 square feet of ground surface. ❑Ef B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑dC; 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 erosion hazard area. ❑ . Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witWyour Building Permit Application. S.C.T.M. #: 1000 Date APPLICANT: (Property Owner,Design Professional,Agent,Contractor.Other) 3`i District .,� NAME: Y i to dO Section Block Lot F y�n ��'� FOR BUILDING DEPARTMENT USE ONLY ` Contact information Reviewed By (lJ p— — — — — — — — — — — — — — — — Date: - Property Address /Location of Construction Work: — — — — — — __ _ Approved foM-anagern-ent-ControlPi—an prsng iPermit. 62G ; Y1R 11 �G Stormwater Not Required. M 1 ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM '" SMCP-TOS MAY 2014 OF SO�Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ol iQ BUILDING DEPARTMENT TOWN OF SOUTHOLD ,� "9 June 26, 2020 Steven Muth. I� \' t �0(� 13459 Oregon Road N - j n �Cutchogue, New York 11935 r� 1 '�`�-S CA � 2 n Place, Green o �n RE: 6 0 Knapp Pla p rt TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. G Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees #165-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43614-Z accessory apartment Nov, 271h, 2018 To Whom It May Concern: I, Stephen Muth, authorize John"and Evanna Cook of Sublime Contracting, to act as my agents in order to obtain Health Department approval and a building permit for my home located at (pa0 213 Knapp Place, Greenport, NY, 11944. Thank you, II 28 l� Stephen Muth T}IIERRY BALIliU1'A NOTARY PUBLIC,STATE OF NEW YORK NO.01BA634414,7 Qualified rSuffo(k county .Term' s June 21 2020 DATE(MMIDDIYYYY) ,d►`R o® CERTIFICATE OF LIABILITY INSURANCE 03/12l2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING.INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy((es)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Carol Losquadro NAME: Roy H Reeve Agency,Inc. PHONE (631)298-4700 FAX (631)298-3850 AIC No Ext: A/C No- PO BOX 54 E-MAIL closquadm@royreeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURER A: Utica First Ins Co. 15326 INSURED INSURER B: Sublime Contracting LLC INSURER C: 20 Sandalwood Lane INSURER D: INSURER E Riverhead NY 11901 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1873108762 REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AUUL UUISR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER WDD MIDD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS MADE OCCUR PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 51000 A ART1433166-01 06/17/2018 06/17/2019 PERSONAL BADVINJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ❑JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per.accident UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORMARTNER/EXECUTIVE El NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Certificate holder is listed as additional insured with respect to general liability as per the terms and conditions of form#BAI-01(1/10)-Blanket Additional Insured,as required by written contract or agreement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 AUTHORIZED REPRESENTATIVE Southold NY 11971 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD INEJI11 workers• CERTIFICATE OF INSURANCE COVERAGE TE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured SUBLIME CONTRACTING LLC (631)369-0948 20 SANDALWOOD LN RIVERHEAD,NY 11901 1c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 262-07-0827 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 53095 RTE.25 3b.Policy Number of Entity Listed in Box"I a" SOUTHOLD,NY 11971 DBL 6025 24-2 3c.Policy effective period 01/06/2011 to 01/06/2020 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits B.Disability benefits only ❑ C.Paid family leave benefits only 5.Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 3/12/2019 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Melissa Jensen,Acting Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit,PO Box 5200,Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note.Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to Issue this form. D13-120.1 (10-17) Certificate Number 538301 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE T D A A A A A A 262070827 SUBLIME CONTRACTING LLC 20 SANDALWOOD LANE RIVERHEAD NY 11901 WIE SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SUBLIME CONTRACTING LLC TOWN OF SOUTHOLD 20 SANDALWOOD LANE 53095 RTE.25 RIVERHEAD NY 11901 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11429 828-5 602584 08/18/2018 TO 08/18/2019 3/12/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1429 828-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:59138006 U-26.3 1 • I ON/' REScheek Software Version 4.6.5 Compliance Certificate Project Proposed additions Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: -Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 312 knapp place john cook Robert Higgins greenport, NY sublime const Robert Higgins Architect 20'sandalwood In 50 hidden acres path, riverhead, NY 11901 Wading River,NY 11792 631-208-3351 Rarchibob@aol.com Compliance: 2.8%Better Than Code Maximum UA: 72 Your UA: 70 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-laff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Floor 1:All-Wood joist/Truss:Over Unconditioned Space 209 19.0 0.0 0.047 10 Wall 1:Wood Frame, 16" o.c. 473 21.0 0.0 0.057 21 Window'l:Wood Frame:Double Pane with Low=E 98 0.300 29 SHGC:0.29 Ceiling.1: Flat Ceiling,or Scissor Truss 209 21.0' 0.0 0.047 10 Compliance Statement: The proposed building design described e e is consistent with the building plans,specificat" ns,and oth calculations submitted with.the permit application.The-propos b ildin has•been dg ' meet the 2015 IEC requirements in REScheck Ve sl n 4.6.5 and to comply with the mandatory re uire ents isted in �/ ection Che s / ARCHITECT Name-Title ignhbjKe �p Dat 01801Q' 0F NE�y Project Title: Proposed additions Report date: 02/22/19- Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2019\213 knappe pl GP\res ck.rck Page 1 of 9 REScheck Software Version 4.6.5 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'. Sectiaori' =,places Verifeed Field Verified Pre (aaspectaonlPlan alue CompleQs? Comments/Assumptions Req.lOs - V Value":' ' ""`"°`` ' '''' ❑Com lies 3 Requirement will be met. 103.1, ;Construction drawings and _ -:- P q documentation demo nstrate oe103.2 s Not (PRl]1 energy code compliance ❑ for the = _ Not Observable ,-building envelope.Thermal x r3❑Not Applicable envelope represented on construction documents. -• -° ' k ❑Com lies 'Requirement will"be met. 103.11 Construction drawings and P 103.2, documentation demonstrate k _. ❑Does Not 403.7 energy code compliance for - "s❑Not Observable _ (PR3]1 lighting and mechanical systems. -[]Not Applicable Systems serving multiple _ tedwellin units must demonstra -. _ compliance-with the.IECC Commercial Provisions. 4 F 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 [PR2,j?.', _;;on loads calculated per ACCA Cooling: Cooling: ;I-]Not Observable ?" `Manual]or other methods Btu/hr Btu/hr :❑Not Applicable approved,by the code official Additional'Comments/Assumptions: 11 High Impact(Tier 1) 2.`Medium-impact(Tier 2) -57 Low,impact(,Tier 3)- Project Title:Proposed,additions Report date: 02/22/19 Data filename:C:\Users\Admin\Documents\COPY D 1104\additions\2019\213 knap'pe p9 GKres ck.rck Page-2 of 9 !onS A _� '303--2,,,1"_ ,Aprotective covering is installed to ,ElComplies Requirement will be met. exposed exterior insulation 'Oboes Not and extends.a minimum of,6 in.below -,[:]Not Observable grade. T]Not Applicable Snow-and ice-melting system controls;;n-Complies 'Exception:Requirement is not applicable. -'% installed. UDoes Not . []` Not Observable 5b EMot.,Applicable Additional Comments/Assumptions: 1 1 J.High,lmpact(Tied) Medium]mpact.(T.ier 2) .Low impact(Tier 3) 1 Project Title: Proposed additions Report date: 02/22/19 Data filename: C:\Users\Admin\Documents\COPY D.1104\additions\20,19\213 knappe pl-GP\res ck.rck Page,3 of 9 1 High Impact(Tier 1) ``2 Medium.lmpact(Tier 2) ;3 Low Impact(Tier 3) Project Title: Proposed additions Report date: 02/22/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2019\213 knappe pl GP\res ck.rck Page 5 of 9 .;Section = Mans bi0ied' Field- 6rified InsulaY�on:lespee#ion 1,_ —,om",,plies?` Comr"6ts1AssuirnDtions F_ &Re I� `_ Value :` �falue. 3b3.1" ^°;'rAll installed insulation is labeled ❑Complies ;Requirement will be met. [INi3]? or the installed R-values °5}[]Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ,Floor insulation R-value. R-, R- 1❑Complies See the Envelope Assemblies 402.2.6 ;ElWood '❑ Wood '❑Does Not table for values. [IN1]1 '❑ Steel ❑ Steel �❑Not Observable fqj ❑Not Applicable 303.2, ;Floor insulation installed per ::. :`,: "- ` '3 i ❑Complies Requirement will be met. v, 402.2.7 .manufacturer's instructions and ?❑Does Not [IN2]1 -in substantial contact with the []Not Observable �S} underside of the subfloor,or floor framing cavity insulation is'in ❑Not Applicable contact with the top side of " ,sheathing,or continuous t d th ; '. insulation is installed n s o e underside of floor framing and p ' ? extends from the bottom to the top of all perimeter floor framing members. 402.1.1. Wall insulation R-value.If this is a` R- R- ;❑Complies 'See the Envelope Assemblies 402.2.5, mass wall with at least V2 of the ❑.Wood ❑ Wood ❑Does Not table for values. 402.2.6 'wall insulation on the wall ❑ Mass `❑ Mass :[]Not Observable [IN3]1 :exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel []Not Applicable ; 303.2 ;Wall insulation is installed per };❑Complies Requirement will be met. (IN411 manufacturer's instructions. ="[]Does Not Not Observable '>❑Not Applicable Additional Comments/Assumptions: 11 High'Impact(Tier 1} 2 Medium Impact(Tier 2) f3 Low Impact(Tier 3) Project Title: Proposed additions Report date: 02/22/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2019\213 knappe pi GP\res ck.rck Page 6 of 9 5ectloA '`.. :Plaits Vrtfietl:- lel�ller�fied # Ftnal ltespectton,.Rrovisi®n"s Cotnpltes? Co►nevtentslAssutnpttoras �/altte'. 1/alue ` 402.1.1, Ceiling insulation R-value. R R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood i❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.E [FI1]1 ;❑Not Applicable 303.1.1.1,',Ceiling insulation installed per , a _}❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. ;_;❑Does Not [FI211 Blown insulation marked every Not Observable 300 ft . _ ❑Not Applicable Re nt will be met. Vented attics with air, t. ,' ❑Com ties y• rmeable P q uireme 402.2 3 Pe insulation include baffle adjacent I ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. _ ❑Not Applicable 402.2.4 t'Attic access hatch and door R- R- ;❑Complies ;Requirement will,be met. [F13]1 -insulation >_R-value of the a ODoes Not ;adjacent assembly. !❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in.Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 'Duct tightness test result of<=4 : cfm/100 cfm/100 ❑Complies ;Requirement will be met. [F14]1 cfm/100 ft2 across the system or ; ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ;[]Not Observable ; ,handler @ 25 Pa.For rough-in _❑Not Applicable :tests,verification may need to :occur during Framing Inspection. 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ❑Complies :Requirement will be met. [FI27]1 determine air leakage with ft2 ftz '❑Does Not either:Rough-in test:Total ;❑Not Observable :leakage measured with a i ❑NotApplicabie ,pressure differential of 0.1 inch ;w.g.across the system including ; :the manufacturer's air handler enclosure if installed at time of :test.Postconstruction test:Total ;leakage measured with a ,,pressure differential of 0.1 inch ;w.g.across the entire system "including the manufacturer's air , handler enclosure. 403.3.2.1 ;Air handier leakage designated 3_ '''`r_- ` _ '='❑Complies Requirement will be met. F124 1 'by manufacturer at<=2%of ❑Does Not design air flow. _ ❑Not Observable _s. ❑Not Applicable ;;;. ,b met. = =Requirement will e - ❑Com lies Programmable thermostats P [F19]?` " installed for control of primary - _ -- _ ^'f;": ❑Does Not heating and cooling systems and - f 9 9 Y r❑Not Observable ; '}initially set by manufacturer to - a❑Not Applicable `:- code specifications. 403 12 ;Heat pump thermostat installed ❑Complies Requirement will be met. [Fll,l)]2` on heat pumps. ❑Does Not ❑Not Observable r x ❑Not Applicable 403 S 1 ;Circulating service hot water -€❑Complies Requirement will be met. {FI11]z >systems have automatic or ❑Does Not <accessible manual,controls. ' ❑Not Observable r ❑Not Applicable 1 High Impact(Tier 1) >2•= Medium Impact(Tier 2) %3:' Low Impact(Tier 3) Project Title: Proposed additions Report date: 02/22/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2019\213 knappe pi GP\res ck.rck Page 7 of-9 Section Field:Verified: <.`:-<: ::..: .`:< Places Vered Final.lnspectioei Provisions Complees? : Comefeents/Assumptions &Regal. Value Value 403.6;1' •. All mechanical ventilation system :;❑Complies Requirement will be met. [FI25]2.. fans not part of tested and listed _ ❑Does Not HVAC equipment meet efficacy = Not Observable and air flow limits, : ❑Not Applicable :':.- ;°,:; ,;;:.;::.,;;':'` ❑Com lies :Requirement will be met. 4U32�, ;<,;Hot water boilers supplying heat - ,;`.='•`}4.�=�` P q �,. - heating ❑Does Not F6' ,throu h one-or two pipe I ] - 9 i r setback `- systems have outdoor ,❑Not Observable '.:- - 'y 4control to lower boiler water - - �DNot PP A licable - temperature based on outdoor temperature. _ .403.5.1:1; Heated water circulation systems ElComplies Requirement will be met. [F128]? =have a circulation pump.The < []Does Not 4system return pipe is a dedicated? '' []Not Observable return pipe or a cold water supply`';.Y j Y Applicable pipe.Gravity and thermos- ❑ pp ;syphon circulation systems are not present.Controls for t circulating hot water system " 'pumps start the pump with signal= _ - `$for hot water demand within the - .-occupancy.Controls - x automatically turn off the pump ,when water is in circulation loop is at set-point P oint temperature and no demand for hot water exists. 403,5:1.2 i Electric heat trace systems = ❑Complies Requirement will be met. [FI29lZ, ?comply with IEEE 515.1 or UL ❑Does Not ,515.Controls automatically _ ❑Not Observable Z adjust the energy input to the =_ v❑Not Applicable heat tracing to maintain the � in the desired water temperature d erature P ,Piping ' ❑Com lies Requirement will be met. 403..5 2 `;Water distribution systems that P q [F130] '`_ti have recirculation pumps that ❑Does Not ;pump water from a heated water u'`<:' } :;:`` ;. - Not Observable Supply e back to the heated ❑ PP Y pipe ;❑Not Applicable `water source through a cold .;;water supply pipe have a .,.,,;demand recirculation water system.Pumps have controls - ;that manage operation of the s: ' um and limit the tem erature f the water entering the cold t ;water piping to 1049F. M` 403.5-4, :Drain water heat recovery units = ❑Complies Requirement will be met. V13112 "tested in accordance with CSA ❑Does Not �B55.1. Potable water-side Not Observable ; _,pressure loss of drain water heat 4 _: ❑Not Applicable ;'recovery units<3 psi for _ ':individual units connected to one or two showers.Potable water- side pressure loss of drain water }heat recovery units<2 psi for iindividuaI units connected to , 'three or more showers.o i❑Complies Requirement will be met. 404.1 ;75/o of lamps in permanent [FI6]1 fixtures or 75/o of permanent Does Not ,fixturesahave high efficacy lamps {;. F ' F❑Not Observable ' Does not apply to low-voltage { ❑Not Applicable 'lighting. 4.04as1.-.'fl Fuel gas fighting systems have ❑Complies Requirement will be met. _ > � __ [FI23]3 no continuous pilot light. ;` ❑Does Not []Not Observable ❑Not Applicable 1 High Impact(Tier 1) ;2:Medium Impact(Tier 2) N3 Low Impact(Tier 3) Project Title: Proposed additions Report date: 02/22/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2019\213 knappe pi GP\res ck.rck Page 8 of 9 n,. 5ectio Plans\iepified Eield.liet ifietl:,. Final It spe¢tion Prov[sions V®lue:, Value Coir�pBies? ommein't slump#oohs 401'.3 .'' .;Compliance certificate posted. Complies Requirement will be met. ❑Does Not J = ==' Not Observable ❑Not Applicable Re uirement will be met. ,...' s forComplies q ,Manufacturer manual ... FI 37 ❑ t mechanical and water�JB mecha heatingo Does N.�, systems have been provided. Not Observable - - r'A' []Not.Applicable Additional Comments/Assumptions: 1 High Impact Merl) '2.` Medium Impact(Tier 2) _3: Low Impact(Tier 3) Project Title: Proposed additions Report date: 02/22/11 Data filename: CAUsers\Admin\Documents\COPY D 1104\additions\2019\213 knappe pl GP\res ck.rck Page 9 of 2015 f CC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/<Roof 21.00 Ductwork(unconditioned spaces): Do.Ina . u• Window 0.30 0.29 Door Heating System• Cooling System• Water Heater• Name: Date: Comments S.C.T.M. NO. DISTRICT: 1000 SECTION: 34 BLOCK: 3 LOT(S): 10 DWELLINGS 1� W/PUBLIC WATER 150' Wqr .• •` RNA 0�'A//V tyrl >>9,00 1V Nc C�Re i 0.8'E cqr t' 73 OSr00►' i 1.D's E E EL 14. 001 5 LOT 53 c> I EL 15.0' q�'h'O/V LOT 52 OVERHEAD j r I Z EL 14.5 I UTILITIES L 6. �-3 v _ O &m LOT 51 1 3 LOT 5 L>15.....MON'.+� ('� o PROPOSED I s• z = 4 BEDROOM SYSTEM I o a m 1250 GAL S.T. p LP (2) 8'0x6'DEEP L.P. EL 15.6 G` I SToz. 00Of' C- w B. 13 � c EL 15.8 N PROPOSED .i:::j 6.5'::;: '• LP 1 STY. ADDITION 12.7' Uj LOT 54 5' �yjy' E 16.8 :2,8': 3.0' EL 160 O LOT 39 I - CO °D `- �O::::::::::: : : : : EXISTING SANITARY DWELLINGS o,". W PUBLIC WATER 6.5' . 2••5TY .ARM-' TO BE ABANDONED WI PUBLIC 6.0': :::.:::DWELLING, . ::N AND BACKFlLLED WITH 10 MIN ••• 4 BEDROPW::• CLEAN COARSE SAND. 150' � �: : : 1::$ oR ::::::::j: :;:;: 213 : 4 EL 16.0 rn•:•:•:•.. • • • FFL 20.2::: .•: :•:•:•: : : # 25.9': : : : ::A. i: 1.3'E STOCKADE FENCE VENT v EL 16.1 DWELLINGS o OD; � ::: BALCONY W/PUBLIC WATER LOT 55 PROPOSED 1 STY. ADDITON • o :v, 150�� -+. m LOT 40 CONC z �"- EL 18.7 o z -o EL 19.7 LOT 56 O EL 19.2 �o rn 19 ASPHALT DRIVEWAY EL 19.6 LOT 41 2.9' 1_ 0.7' N. O.?•..• :•:•:•: : :'FRAME:.: : : : :'.' qj;s S 7 0 /3.6 yFO: :iv:: :•:GARAGE; ELEV. 14.5 3 2720„ LV GF :18.3: _ 4' 2.5' 17.0":::;::::::: : DR BROWN Nq� Nk OL SANDY LOAM 0.4 �� FEj� gEO�C C/ 3.3' BROWN LOT 56 E MEDIUM DWELLINGS 1 o5 ' MON. LOT 42 SP SAND 12 6' W/PUBLIC WATER 150' GRAVEL I EXISTING LOT COVERAGE NO WATER DWELLING W/BALCONY: 1354 S.F. HIGHEST EXPECTED DETACHED GAARGE: 626 S.F. WATER IN GROUND WATER EL 1.5 SHEDS: 168 S.F. Spy MEDIUM 4.0' WOOD DECK W/RAMP: 458 S.F. SAND TOTAL COVERAGE: 2606 S.F. or 17.7% & PROPOSED ADDITION: 211 S.F. GRAVEL PROPOSED TOTAL: 2817 S.F. or 19.1 17.0' REVISED 03-04-19 SEPT. 1, 2018 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL K. WOYCHUK LS LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS AREA: 14,719.82 SQ.FT. or 0.34 ACRES ELEVA77ON DATUM. NAVD88 UNAU7HORIZED AL7ERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 774E NEW YORK STATE• EDUCA77ON LAW. COPIES OF 774/S SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TUTTON, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 50-52 INCL. CERTIFIED TO: STEVEN MUTH; MAP OF: DIAGRAM OF 60 LOTS OF LAND IN GREENPORT BELONGING TO JOHN G. CHAMPLIN FILED: OCTOBER 23, 1873 No.337 SITUATED AT. GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 » , PHONE (631)298-1586 FAX (631) 298-1588 FILE # 18-1 OO SCALE:1 =30 DATE:SEPT. 1, 2018 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy a Kenneth M. eoychuk G E " . DWELLINGS S.C.T.M. NO. DISTRICT: 1000 SECTION: 34 BLOCK: 3 LOT(S): 10 �� W/PUBLIC WATER 150' .N.A j ATER AgAIN•'••- DPAIN p : CO/V119'00' 'R��'��� N7 CU, PIA CE 0.8E r 1.0'S CO '�+ o EL 14.5 NC Wq� I LOT 53 v I EL 15.0 t` ApRON LOT 52 OVERHEAD I UTILITIES r Z D EL 14.5 I L 6. � `'1 wp o LOT 51 U�l 3 LOT 5 L�15.Y MON. o PROPOSED Imo• z = ~ 4 BEDROOM SYSTEM v �� _t M 1250 GAL S.T. �I p LP (2) 8'0x6'DEEP L.P. EL 15.6 k' CONC. Un c_ 131 STOOP cw C EL 15.8 PROPOSED LP 1 STY ADDITION 12.7' O0 LOT 54 �0 E 16.8 p LOT 39 5 gsi4, :2,8.::::::::::::::3.0' EL 16 0 - I 36.2' l�7 DWELLINGS _ o CO'... . .: : : : : : : : EXISTING SANITARY W PUBLIC WATER 6.5' TO BE ABANDONED / B.T. : :::::26:0' ::::::::.:::DWELLING. , :: AND BACKFILLED WITH 10 MIN 4 BEDROOIVt::• CLEAN COARSE SAND. 150' j: :::::#213::::::: A: 25.9 FFL 26.2 11E �� Cfi� STOCKADE FENCE \`` `� n o c =9.5'. o . ..11.1': : VENT v DWELLINGS 1 0 EL 16.1 : : rr 0 0 qp v 00 ,•:: BALCONY W/PUBLIC WATER 4 PROPOSED �; r 1 0Ca 1 STY. ADDITION 0;: o 0 ?J G �. :-�..o ^� LOT 40 P i n 7� e41 r �0' c.� Iv :11.4':': CONC o o El g EL 18.7 6 0 r•. "" o ra ` 2019 0 "' T-11 ;� �+ RaviS21� ' °S1�of pr oven $ f . IN � EL 19.2 CO ` ASPHALT DRIVEWAY O p ' _n rn .s (J` EL 19.6 LOT 41 ; y, c3 2.9, , 40:'$ CD 3.6' GARAGE,.v GF 8 ;:ELEV. 14.5 S 73 0272 C/ OL DR BROWN 0.4 4' CHAI C,N 2' 17.0'::::;:::;: :: CD SANDY LOAM K FEN1. 3.3 ALONG (,NE BROWN LOT 56 MEDIUM DWELLINGS 1o'' MON. LOT 42 SP' SAND 12 6' W/PUBLIC WATER & 150' I GRAVEL EXISTING LOT COVERAGE NO WATER DWELLING W/BALCONY: 1354 S.F. HIGHEST EXPECTED DETACHED GAARGE: 626 S.F. WATER IN GROUND WATER EL 1.5 SHEDS: 168 S.F. SW MEDIUM 4.0' WOOD DECK W/RAMP: 458 S.F. SAND TOTAL COVERAGE: 2606 S.F. or 17.7% & PROPOSED ADDITION: 211 S.F. GRAVEL PROPOSED TOTAL: 2817 S.F. or 19.1 17.0' REVISED 03-04-19 SEPT. 1, 2018 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL K. WOYCHUK LS LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 14,719.82 SQ.FT. or 0.34 ACRES ELEVA77ON DATUM: NAVD88 UNAU77-IORIZED AL7E'RA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 77-IE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING l 71/770N, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE P OPERTY L E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE 77-IEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO VIDE THE ER �0 OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECO ARE NOT , . AN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF- LOTS 50-52 INCL. � L�1!::_� CERTIFIED T0: STEVEN MUTH; MAP OF: DIAGRAM OF 60 LOTS OF LAND IN co GREENPORT BELONGING TO JOHN G. CHAM r ;` FILED: OCTOBER 23, 1873 No.337 NJ � A SITUATED AT. GREENPORT TOWN OF: SOUTHOLD IxC''�,� KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK = �,j Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 18-100 SCALE:1 "=31j" DATE:SEPT. 1 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert 1. Hennessy & Kenneth M. Woychuk ` DWELLINGS S.C.T.M. NO. DISTRICT: 1000 SECTION: 34 BLOCK: 3 LOT(S): 10 ►N/PUBLIC WATER -• 150' �.. i wqr-R - N- £ •M IN A,� -••_.._.. AppCQ/VC ; LPG �, RAIN I -PL •-. _ ' ;.+ '00, y R. N7 cU, e j Z I 0.8'E 1.0'S o EL 14.5 NC wACK 19 OR 02 I LOT 53 0 r y.: 0 APR .r EL 15.0 I ON OVERHEAD r f z EL 14.5 I EXP UT1LffIEs L' 6. U., LOT 52 LOT 51 L 15.Y `o d cW.,� LOT 5 MON. � MIN LP 10' tTlMIN �; o LP 15.6 � I I STOOCONCP w c < w cr, ;5 8.EL 15.8 MIN � : :•: :•:•:•. a oo i v PROPOSED 10 4 BEDROOM SYSTEM S.T. MIN 12.7' �" LOT 39 C LOT 54 EL 16.8 z 1250 GAL S.T. 2,8• :;::::::::::3.0, EL 16 0 _ ,a m (2) 8'�x6'DEEP L.P. 10, N '::: ::::: ':;;;::::: EXISTING SANITARY DWELLINGS TO BE ABANDONED W/PUBLIC WATER 36.5' 26.0'' ;:; ;:DWELLING- ,::CA AND BACKFlLLED WITH 4 BEDROOtvt::^' CLEAN COARSE SAND. 1~150' EL 16.0 25.9'; :::::::: :::: FFL 20.2::...... 1.3'E STOCKADE FENCE `� o 0 VENT DWELLINGS EL 16.1 vo BALCONY v o C. �; :: DWELLINGS WATER LOT 55 150' cn:• --, ' o m LOT 40 00 Y CONC r Z W � �"- EL 18.7 o ~ � m 0 -o EL T9.7 LOT 56 _ p EL 19.2 (0 01 ASPHALT DRIVEWAY EL 19.6 LOT 41 2.9' 0.7' SHfD' n,10.2'; FRAME: qi:$ m /3.6 !1EQ :iv:::;:•:•: :. GARAGE ::.;:: C, ELEV. 14.5 S 73°2720►, : GF 18;3:::::::: . 4 2.5 .1 .7 OL DR BROWN 4'.0 �Nql �lN SANDY LOAM K F£N 3.BROWN A(ONG CIN£ MEDIUM BUFFOLI� ®t!�1T!' ^PnR T I��=✓I�f`IN `, H SEA MON. LOT 42 r �' SP SAND 12.6' PERMIT FOR APPROVAL�`,/P�F�L'IX�I�I� C3R A & S114GL PAmiLY R;-=S;'saea.'IMAND I - GRAVEL �h _ - -- NO WATER FEB 2 HIGHEST EXPECTED DAITE 2 20f9 WATER IN GROUND WATER EL 1.5, � op ®SW MEDIUM 4.0 �►PPFiOVEO SAND TOTAL.MAXIc SUM SEMOO,MS & GRAVEL EXPIRES THREE YEAR S F�aONI DATE OF APPROVAL 17.0' SEPT. 1, 2018 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL K. WOYCHUK. LS LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 14,719.82 SQ.FT. or 0.34 ACRES ELEVATION DATUM.- NAVD88 ____��_---Y___ UNAU77-IORIZED AL7FRA71ON OR ADD177ON TO 7741S SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 50-52 INCL. CERTIFIED TO: STEVEN MUTH• MAP OF: DIAGRAM OF 60 LOTS OF LAND IN GREENPORT BELONGING TO JOHN G. CHAMPLIN _ FILED: OCTOBER 23, 1873 No.337 SITUATED An GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 „ , PHONE (631)298-1588 FAX (831) 298-1588 FILE # 18-100 SCALE:1 =30 DATE:SEPT. 1, 2018 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth's[. Roychnk S.C.T.M. NO. DISTRICT: 1000 SECTION: 34 BLOCK: 3 LOT(S): 10 ACNA Co 00 R NC. OUR ! 0.8'E G �';;N 73�pS'pp 1.0'S ATE C E I ►—, ONO199 p _ �c LOT 53 OVERHEAD r I Z LIT 52 UTILITIES I Y J LOT 51 �i11 3 LOT 50 V MON.+ z 4 BEDROOM SYSTEM �0 m " v' c` 1250 GAL S.T. (2) 8'0x6DEEP L.P.O W' �OFSO w w C 13: W LP .�4 co :fO 12.7' 00 cua LOT 54 26 12' :2.8':::::::::::::3.0' O LOT 39 4 ,37' S.T. 16' :::2 STY FRM.: '' 1 SrORI' 9.8 : '::DWELLING : ::c,, o 22 1 BEDROOM 3 BEDROOM:: 2 01).ACC. APARTMENT � :::;:: #213 ;::::: . 1.3'E 16.2 :::::::: FFL 20.2 STOCKADE FENCE '' '`0 0 T 37.0• BALCONY m v LOT 40 LOT 55 P : :1 1.4' : v CONC. "' (n W � O 47' 32' 17' 22' $� 1000 GAL S.T. 59.5' 46' \LPG/ S.T 8'0X6'DEEP LOT 56 ALP o 1 8'0X6'DEEP � ASPHALT DRIVEWAY LOT 41 2.9' 0.7' rylp2.:. FRAME:::::::::::' ¢i:S :•:•:•: :•. . . S,3°27� /3.6 !�'fD :i•:::. : : GARAGE'..'.'. F RA8 3 4' CHAT 2. :18.3' (�`_ No �, n �> cv Iv . EN ALONG 3.3' C� rn Ga LOT 56 /NEI� ��' ,•� SUFfaLK COUNTY DEPARTMENT OF HEALTH SERVICES 1 ps 44, MON. APPROVAL OF CONSTRUCTED WORKS FOR LOT �20-'�9 A SINGLE FAMILY RESIDENCE AND L I ----ter- Date: 3 l 2 H.S. Ref, No. -G 13 0 The sewage disposal and water supply facilities at this location have been ADD SEPTIC LOC. 03-15-24 inspected and/or certified by this Department or other agencies and REVISED 02-23-24 found to be satisfactory FOR A MAXIMUM OF 8' BEDROOMS TOTAL ADD EXISTING SEPTIC LOC. 01-10-24 FINAL SURVEY 03-11-20 REVISED 03-04-19 CRAIG KNEPPER, P.E., CHIEF THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL OFFICE OF WASTE MANAGEMENT LOCAT70NS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 14,719.82 SQ.FT. or 0.34 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OFF THIS_ SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY /S PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING /NS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUC7URES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUC-7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 50-52 INCL. CERTIFIED TO: STEVEN MUTH; MAP OF: DIAGRAM OF 60 LOTS OF LAND IN GREENPORT BELONGING TO JOHN G. CHAMPLIN FILED: OCTOBER 23, 1873 No.337 SITUATED AT: GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 18-100 SCALE:1 "-20' DATE:SEPT. 1, 2018 N.Y.S LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 3 S Fire separation required as per .NYS Code APP 0 ED AS NOTED DATE: B.P.4 FEE: BY. NOTIFY BUILDING DEPARYkkT AT Must provide Manuals 765-1802 .'8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: D, 7 and S as per 1. FOUNDATION - TWO REQUIRED NYS Energy Code FOR POURED CONCRETE 2. ROUGH .- FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. $lOWer door ALL CONSTRUCTION SHALL MEET THC and ductwork REQUIREMENTS OF THE CODES OF NEV YORK STATE. NOT RESPONSIBLE FOP. testing required. DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PI- ►CARDING REQUIRE[:; -SQ04 BiWRWAIWQ BOARD --S01 H81 9W1+I ISTEES PLUMBER CERTIFICA ; ON LEAD CONTENT BEF()i �— CERTIFICATES OF OCCUPA h- SOLDER USED IN WA TEP OCCUPANCY OR SUPPLY SYSTEM CANN( USE IS UNLAWFUL EXCEED 2/10 OF WITHOUT CERTIFICATE w OF OCCUPANCY : Pci�MbING 'ALL-OLUMBING WASTE i A WATER LINES NEED WINGBEFORE COVERING `RETAIN STORM WATER RUNOFF All exterior lighting 'PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN CODE. repaired shall conform to Chapter 172 of the Town Code [ran ��(rlL2 GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 6ad 15. No backfill shall be placed against the foundation walls 2nd Printing, as adopted by NYS, The 2017 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2017 supplement to the New York State Energyconservation MINIMUM LOAD LOAD NUMBER AND TYP pp DESCRIPTION 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: Double around openings in floor and roof framing. Bathtub with or without shower head Uninhabitable attics with limited storage 20 10 2015 International Building Code; Plumbing code; Fire code; Mechanical code; ( ITEM ROOF FRAMING Fuel gas code; Existing building code; Property maintenance code. 17. Metal flashingshall be installed were concrete abuts wood, and/or whirlpool attachments 1-112 Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR ALL CODES shall supersede the drawings and shall be incorporated into the and were decks abut house framing. Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL drawings WHETHER the are indicated on the Plans or NOT. Balconies(exterior)and decks 40 10 9 Y Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 07 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate tra ' 1-1 2 Fire escapes 40 20 3-8d COMMON EACH JOIST,TOE NAIL CEILING JOISTS NOT ATTACHED TO PARALLEL Additions, Alterations & Renovations: shall conform with Appendix J of the IRC TABLE R802.5.1(9) EACH LAP Floor drain 2 Guards and Handrails 200 3 RAFTER,LAPS OVER PARTITION as amended by the NYS Uniform Code Supplement. 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL r1 of not less 8 percent of the floor area of that room, and the minimum Kitchen sink (one or two traps, with Or Guard in-fill components 50 4 RAFTER HEEL JOINT) TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions openable area to the outdoors shall be 4 percent of the floor area being without dishwasher and food waste disposer 1-1/2 5 COLLAR TIES 4-10d BOX (3") OR passenger vehicle garages 50 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER ventilated. Refer to IRC Residential Code section R303 Laundry tub (one or more compartments) - _- 3. The contractor prior to the start of construction shall verify all Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2xl0 unless noted otherwise. 4-10d Box 1 TOE NAILS ON OPPOSITE SIDE Shower (based on the total flow rate through Sleeping rooms 30 10 OF EACH RAFTER OR TRUSS 4. The mechanical systems, electrical systems,plumbing systems and solar energy systems, 21. Vent dryers to exterior as per IRC Section M1502 showerheads and bodysprays) Stairs 40 20 shall be installed in accordance under latest State approved Building Codes. Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR PP 9 Vent range hoods as per IRC Section M1503 20 20 3-10d COMMON TOE NAIL All systems are to be designed, installed, & specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 gpm and less 1-1/2 Roof 3-16d BOX OR electrical or plumbing sub-contractors. More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL Electrical certificates are to be provided the electrical contractor. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 12.3 gpm up to 25.8 gpm 3 the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING q 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity outside of each separate sleeping area in the immediate vicinity of the bedroom More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall STUD TO STUD NOT AT BRACED WALL PANELS (3. COMMON P P q 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 be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/18o STUD TO STUD AND ABUTTING STUDS AT 16d Box o Y interconnected and hard-wired to a commercial source. 9 16"O.C. FACE NAIL disturbed b construction. INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-112"x 0.162" Interior walls and partitions H/180 16d COMMON Z WHENEVER an alteration, addition, or conversion is made to an Existing 10 BUILT-UP HEADER (3-1/2"x 0.162" 16"O.C. FACE NAIL ALONG EDGES Where the building official determines that in-place soils with an allowable bearing capacity Residence, the smoke detection system of the ENTIRE residence must be ) L/3so of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall brought up to code, hard-wired and interconnected. 11 CONTINUOUS HEADER TO STUD 5 Sd BOX(2-1/2"X0.113") TOE NAIL All other structural memebers OR 4-8d COMMON be determined by a soils investigation. L/240 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL O 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls with stucco finish 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have of the 2015 IFC as amended b the NYS 2017 Uniform Code Supplement. H1360 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR W o Y PP FACE NAIL ON EACH SIDE OF END an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, Shall be Installed outside of each separate sleeping area in the immediate Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX p p g JOIST)MIN 24"LAP SPLICE LENGTH) garage P P vicinity of the bedrooms. combination carbon monoxide and smoke alarms TABLE R301.2.1.2 IRC Windborne Debris protection 13 Q = ara a slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 P Y Fastening Schedule for wood structural panels Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs P,-D2 WITH 12-16d(3-1/2"x 0.135") FACE NAIL ON EACH SIDE OF END Q �- International building code and NYS amendments. shall be permitted in lieu of carbon monoxide alarms. SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24' LAP SPLICE LENGTH) 0 J All Concrete shall conform to the latest ACI standards. L=span length,H=span height 3 All CO alarms shall be connected to the lighting circuit with no intervening wall Fastener Panel Span Panel Span Panel Span 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON ( 1/2")OR 16"O.C. FACE NAIL Q n �. O 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All switch with batteryback-up. Battery-powered owered alarms are not allowed. Type Less than or less than or less than or OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL 6 P rY-P IRC TABLE R802.5.1(9) 0 r, � (n Framinglumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 10 equal to 4 feet equal to 6 feet equal to 8 feet BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL RAFTER/CEILING JOIST HEEL CONNECTION 15 Min. Fb for dimensional lumber= 850 psi. 24. WALL BRACING: Buildings shall be braced in accordance with IRC OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL W � ^ �-. Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine# 2 or better. section R602.10.4.2 Continuous sheathingmethod. No 8 Wood screw RAFTER RAFTER GROUND SNOW:20 PSF O � Z 16 inches 10 inches 8 inches 3-16d BOX Including but no tlimitedl to: Deck Framing, Posts, Headers, Girders & Ledgers. End conditions for braced wall lines for the continuous sheathingshall conform based anchor with SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD END NAIL on center on center on center 2-16d COMMON to Figure R602.10.7. Braced wall panel connections 2 inch embedment ROOF SPAN � Z W 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: shall comply with nailing schedule and Figures R602.10.8(1)& R603.10.8(2) lenght 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D 12 FT 20 FT 28 FT 36 FT 2-16d COMMON O M W or stainless steel. No 10 Wood screw (Y r^1 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 3-8d BOX V based anchor with 12 inches 9 inches NUMBER OF 16D COMMON NAILS 1$ 1" BRACE TO EACH STUD AND PLATE FACE NAIL � �n b.) Use Copper flashing Only against ACID Lumber Sill Plates provided to transmit the applicable uplift forces in section R80211.1 from the 16 inches 2-8d COMMON n N V c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc roof assembly to the foundation. 2 inch embedment on center on center on center 3: 12 16"O.C. 5 8 10 13 shall be Hot-Dipped Galvanized or Stainless Steel. lenght 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4: 12 1s^o.C, 4 s s 10 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc" shall be asphalt shingles shall be tested in accordance with ASTM D 7158 and classified N c 5: 12 16"O.C. 3 5 6 8 o c 2 N installed in accordance with the manufacturers latest installation details, as per Table R905.2.4.1 of the IRC Residential Code. o_� Framing connectors, Allowable Hole diagrams, specifications, etc. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height.' 7:12 16"O.C. 3 4 5 6 � :" w a) -2 ° �o t "Micro-Lam" Design Stress: E = 1.9 Flo = 2 600 psi, Fv= 285 psi FLOOR FRAMING "- E L, C a) o g P P copper roofing nails, minimum 12 gage shank with aminimum - o _ - ; "Parallam PSL" Design Stress: E = 2.0, Flo= 2,900 psi, Fv= 290 psi 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing b. Fasteners shall be installed at opposing ends of the wood structural panel. 9: 12 16"O.C. 3 4 4 5 _ z `8 8 "Anthonyower Beams Design Stress; E = 2.1 Flo= 3000 psi, Fv= 300 psi Fasteners shall be located a minimum of 1 inch from the edge of the panel. 4-8d BOX - g o 6 M 0 s `o Y g P p and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer g p 3 3 4 4 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL =u a c �- a 12: 12 16"O.C. @oco•- oo +� m � o but not less than 4 per strip. Z'o o "-0 5 w 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, c. Anchors shall penetrate through the exterior wall covering with an embedment length of 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON = a 6 o Y a)T THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 6 O.C.TOE NAIL a�N E c `o m.0 � n each sleeping rooms in basement, habitable attics, and every sleeping room 27. Flame Spread Index: R302.9 not less than 2 inches into the building frame. Fasteners shall be located not less than ) 10d Box L N o 3 3 0 2-1/2 inches from the edge of concret block or concrete. BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS a o'�o 0 o C � shall have at least ONE operable emergency escape opening as follows: wall and ceilingfinishes shall have a flames read index:5 200 g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 2-10d BOX o o °' c a" `° P 23 BLOCKING TO JOIST EACH END c N rn�'-' = 2` --C Sill height of not more than 44 inches above finished floor. Insulation material, vapor retarders within roof,floor, wall, ceiling assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON c c- � `o d. Where screws are attached to mason or mason /stucco, the shall be attached `° f6 -'- L o - E A. Minimum net clear opening of 5.7 square feet. &attics shall have a flame spread index 5 25 masonry masonry/stucco, y L OL _ _ `� Except grade floor openin s shall have a minimum net clear using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 4-isd BOX P o w o 9 g g p Y H c/ H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL 4 o c'2 v m c a� �, c a 1 500 pounds. 3 16d COMMON a t8 c L= E o a opening of 5 square feet. Smoke-develooed Index: R302.10 � P 2 "N �° � @ _ 2 y m �-E1 Q 4,i tUio B. Minimum net clear opening height shall be 24 inches. wall and ceiling,finishes hava a smoke-developed index 5 450 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL m c a E.6 aD-o ai o 0 E C. Minimum net clear opening width shall be 20". Exterior glazing in buildings located in Wood-Borne debris regions shall 4-10d BOX L o �-o r � a� K 9 Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies 9 9 9 9 1 /4 1.33 _ � � � � � ►- � E a= o a D. emergency escape and rescue openings shall be operational & attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 be protected from wind borne debris. 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-10d BOX from the inside of the: room without use of keys or tools. Glazed opening protection shall meet the Large Missle test ASTM E 1996 3-16d COMMON PER JOIST WHERE Basement contain more than one or more sleeping rooms, 28. NEW Construa tion/Additions & Alterations: and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 1 / 6 1.20 Z an emergency escape opening shall be provided for EACH sleeping room. It shall be the responsibility of the General contractor or his subcontractors to submit Garage door glazed opening protection for wind borne debris shall meet 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL To TOP&BOTTOM (n Q Emergancy escape and rescue opening shall open directly to the outside in detail the design, calculations, drawings, written statements of the mechanical, ANSI/DASMA 115. Areas within hurricane prone regions: _ STAGGERED ON OPPOSITE SIDES UJ I17.. EXCEPTION: Grade floor or BELOW grade floor openings shall have air conditioning,ventilation. heating systems new, existing or upgraded) (1). within 1 mile of the coastal high water line were the ultimate design 4-16d BOX W ~ _0 9 Y ( � 9 P9 ) 2$ LEDGER STRIP SUPPORTING JOISTS OR RAFTERS a net clear opening of not less than 5 square feet. winds speed is 130 miles per IRC TABLE 802.11 EACH JOIST OR RAFTER,FACE NAIL 0 f` 2 K 9 q stamped by a p ofessional engineer if required by the Owner or Building Dept. p p hour or greater. 3-1sd COMMON W Q (2). In areas where the ultimate wind design speed is 140 MPH or greater. RAFTER UPLIFT CONNECTION FROM WIND - J Z W 3: CD 2-10d BOX EACH END 11. STAIR HANDRAIL: R31.1.7.8 Provide Handrail on at least one side of each 29 BRIDGING TO JOIST Z A. EXCEPTION: d' continuous run of treads or flight with FOUR OR MORE RISERS. RAFTER ROOF EXPOSURE C , TOENAIL Q J Z Q N r. SPACING SPAN W Q p I-- � VI Handrail Height measured above stair tread nosing, shall not be less than Wood Structural panels with a minimum of thickness of 7/16 inch (FEET) ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND IY U W 34 inches and not more-than 38inches. All Handrails shall be continuous and a maximum span of 8 feet shall be permitted for opening PARTICLE BOARD WALL SHEATHING TO FRAMING W L] _0 tho'F-%k l-e,of tha stair from a point directly above the top riser of a flight protection. Panels shall be precut& predrilled to cover the glazed openings 130 140 TABLE R602.3 (1) C� Z N to a point directly above the lowest user of ins rrry ROOF PITCH ROOF PITCH r,c. �a.d.a;ls ad,acent to with attachment hardware provided in the table below. <5:12 Z 5:12 <5:12 Z 5:12 SPACING of FASTENERS W CL a wall shall have a space of not be less than 1-1/2 inches between the wall 6" DIAMETER -�- Label all panels and store in a clean dry area of the house. DESCRIPTION OF NUMBER AND TYP J (n and the handrail. see IRC code for exceptions. Refer to I BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING 111 Attachments shall be provided in accordance with the table 16"O.C. 12 214 201 263 247 PANEL EDGES SUPPORTS GABLE END WALL FRAMING IRC Code for grip size specifications. ., -u as follows: CONSTRUCTION TYPE 16"O.C. 18 277 259 342 322 30 3/8"- 1/2" 6d COMMON (SUBFLOOR,WALL) „ above the floor or grade below shall have a railing not less than 36 inches �'` 8d COMMON(ROOF) 6 SEE NOTE A 6" 12. GUARDS: R312 Porches balconies or raised floor surfaces located more than 30° �` "I", "ll", "III", "IV", OR"V" 1s"O.C. 24 340 318 422 396 g g i "in height. Railings shall have Top rails and Balusters and Bottom rails that are 31 19/32" - 1 8d COMMON 6" SEE NOTE A 6" NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed REFLECTIVE RED 16"O.C. 28 348 358 476 446 by the riser, tread and bottom rail of the guard rail at the open side of a stairway PANTONE#187 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7" 01 ❑ are permitted to be of such a size that a 6 inch sphere cannot ass through. O p P P 9 y 16"O.C. 36 469 438 538 547 N W Open sides of stairs with a total rise of more than 30 inches above the floor or 5/8" GYPSUM SHEATHING 1 15/s°SCREWS TYPE W or S 7" 7" ~ 16"O.C. 42 535 499 664 622 33 ni O grade below shall have guards not less than 34 inches in height measured z REFLECTIVE ' ` � vertically from the nosing of the treads. WHITE FIELD 16"O.C. 48 599 1559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS >- to TO RESIST WIND PRESSURES TABLE R602.3 (3) <t 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window � ; ,,. `" _ � W opening is located LESS than 24 inches above the finished floor and GREATER q TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 ' Y NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD than 72 inches above the finished grade or other surface below on the exterior -► ®- WOOD WALL NAIL SPACING m Q of the building, the wind+�w must be provided with a window opening control device DESIGNATION FOR STRUCTURAL 11 Applicant shall provide engineered wood placard MINIMUM NAIL MIN WOOD W W that compiles with IRC R312.2.2. Window Opening Control Devices. COMPONENTS THAT ARE OF 1/2 on or adjacent electrical meter box for field inspection. TABLE 507.2 NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD lL U) DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD TRUSS TYPE CONSTRUCTION STROKE PANEL SPAN RATING "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, 14. FIREBLOCKING AND DIRAFTSTOPPING: Fireblocking shall be installed in JOIST SPAN 8d COMMON NAIL accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be GIRDERS AND BEAMS Pre-Engineered Wood Construction And/or Timber Construction PP 9 for new dwelling and/or any addition,alteration CONNECTION (2.5"X 0131 ) 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" installed per IRC R 302.12 thru R302.12.1 "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 DETAIL <6' 6'1"TO 8' 81"TO 10' 101"TO 12' 4 shall be affixed on or adjacent to any electric box attached to the exterior Fireblocking materials R302.11.1 shall be as follows: "FIR" FLOOR AND ROOF FRAM]Nq of the structure for field inspection 1/2" DIA. LAG SCREW 30" 23" 18" 15" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 01e/ 1. Two- inch nominal lumber UNDER SECTION 602 OF THE BCNYS & 1/2" MAX. SHEATHING 1/2" DIA. THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS � 2. 2" gypsum board 36" 36" 34" 29" APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance &1/2" MAX. SHEATHING THICKNESS FRAMING SPACING NAILS scREws To WOOD FRAMING j with the 10 foot horizontal fireblocking in walls constructed using parallel TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' rows of studs or staggered studs. OF FOUNDATION MATERIALS 112" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 1 4. cellulose insulation installed and tested in accordance with ASTM E 119 or WALL EITHER DIRECTION 16"O.C. $" 16" x UL 263, for the specific applications CLASS OF MATERIAL LOAD-BEARING PRESSURE 1/2"DIA. LAG SCREW 13" 11" 10" 5/$�� CEILING EITHER DIRECTION i6"O.C. 7° 12° 6d COOLER NAILS Crystalline bedrock 12,000 psf & 1/2" MAX. SHEATHING WALL EITHER DIRECTION 16"O.C. 7" 12" •--+ Draftstoppping material R302.12 shall be as follows: Sedimentary and foliated rock 4,000 psf ^�-1/2" structural plywood „ Sandy gravel and/or gravel(GW and GP) 3,000 psf 1!2 DIA.THRU BOLT In combustible construction where there is usable space both above and Sand,silty sand,clayey sand,silty gravel and clayey gravel Panel, Attached to & 1/2" MAX. SHEATHING 24" 21" 19" TYPE"X" AT E718"LONG DRYWALL NAILSOSCREWS. F•i*� below the concealed sp ace of a floor-ceiling assembly, draftstops shall be (SW,SP,SM,SC,GM and GC) 2,000 psf „ GARAGE CEILING 16"o.C. 6" 6"Frame in accordance 5/g PERPENDICULAR SCREWS SHALL COMPLY WITH ¢ o installed so that the area of the concealed space does not exceed clay,sandy clay,silty clay,clayey silt,silt and sandy silt BENEATH IRC SECTION R7112.3.5.1 1,000 square feet. Draftstopping shall the concealed space into approximately (CL,ML,MH and CH) 1,50o psf with Table R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS equal areas.. Draftstopping shall be provided in the following locations: a,when soil tests are re wired b Section R401.4, International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) >~ ,� r�i CJ q y A. ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE �( 1. Ceiling IS Suspended Under floor framing. the allowable bearing capacities of the soil shall be part of the recommendations. Code of NYS END WALL FRAMING SHALL BE SPACED 6'O.C.. h 2. Floor framing is constructed of truss-type open-web or perforated members. PA DO b.Where in-place soils with an allowable bearing capacity of less than 1 500 psf F '�", >. a A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS .- are likely to be present at the site, the allowable bearing capacity shall be SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO b U determined by a soils investigation. GABLE END WALL FRAMING WINDOW UNIT x CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ",(, I% 0 1`'�'`° � WIND DESIGN SUBJECT TO DAMAGE FROM GROUND' WIND PLYWOOD STORM PANEL SNOW SPEED TOPOGRAPHIC SPECIAL BORNE WIND SIESMIC FROST WINTER ICE SHIELD AIR MEAN LOAD WIND DEBRIS EXPOSURE DESIGN WEATHERING MITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL (MPH) EFFECTS LfNE TER r e, •. ,Lb,, t SHUTTER DETAIL REGION CATEGORY CATAGORY TEMP REQUIRED HAZARD INDEX... TEMP ZONE DEPTH Refer to General Notes for Panel 20 LBS s14o NO NO NO MODERATE SEVERE 15 YES NO 1500 or less 52.2 fastener requirements. B B 3-� TO HEAVY ' M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER �: `GROUND SNOW LOAD IN ACCORDANCE WITH 2O17 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) Simpson j TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS H2A Stud To Rafter TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Connector "" cV �, METHOD CS-GB: TABLE R602.3(1)& Typical Metal •—• = R602.10.3(3)GYP.BD FASTENING, TOP PLATES TOP PLATES pp g WINDOW HDR Stra in .I ICI ICI l� 4"OC AT THE PANEL EDGES,INCLUDING TOP AND BOTTOM PLATES AND ALL at Openings - •I I•I I'I I' HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) SCREWS(1 5/8"TYPE W OR S) Horizontally attached .I ICI I'I STUD BORED HOLE MAX. STUD plywood sheathing •I I•I METHOD ABLECS- R6 AS PER TABLE R6D2.3(3) BORED HOLE MAX. DIAMETER 60 % shall have Solid Blocking :� I•I EXTERIOR SHEATHING ATTACHED DIAMETER 40 % — PERCENT OF STUD all Plywood Joints WITH Sd COMMON NAILS ( ) y •I (OA31 X 2.5"LONG) (PERCENT) OF D DEPTH 0 I. AT 6"O.C.ON EDGE AND 12" O.C. STUD DEPTH IN FIELD _ I 1 I' BRACED WALL PANEL INTERIOR FINISH: 5/8" MIN . 5/8" MIN . 5/8" MIN 5/8" MIN . I'I I' SHALL BE MIN. 1/2"GYP.BD FASTENED TO EDGE TO EDGE TO EDGE TO EDGE Cr) I I WITH NAILS OR SCREWS IN ACCORDANCE W I'I I'I I' WITH IRC TABLE R702.3.5 OR NOTCH MUST NOT = ,I I,1 I I I' TABLE R602.3(1)FOR EXTERIOR WALL E NOTCH MUST NOT- � •�• _ _'- •• EXCEED 25 % 0 EXCEED 40 % 0 J _ _• _ .I' SHEATHING J - - - - - a; (PERCENT) OF p (PERCENT) OF 0 Corner Holdowns Q 'I • I'I •n I• ALL HORIZONTAL PANEL JOINTS STUD DEPTH SHALL OCCUR OVER AND BE o STUD DEPTH Refer to plans 'I I'I I'I NAILED TO COMMON FRAMING BORED HOLES SHALL for locations - j I•I I I I' OR BLOCKING WITH WITH PANEL L r IF HOLE IS BETWEEN NOT BE LOCATED IN if required ,I I N I•I IF H(PERCENT)AND I� EDGE-NAILING IN ACCORDANCE Z BORED HOLES SHPtt_ 60%(PERCENT)OF THE SAME CROSS NOT BE LOCATED IN SECTION OF THE CUT i INTERIOR�'�•;� t- i,i is WITH THE IRC SECTION R602.10.10 STUD DEPTH THEN OR NOTCH IN STUD SPACING Z THE SAME CROSS STUD MUST BE DOUBLE f RIM JOIST :I LI LI I' L SECTION OF THE CUT NO MORE THAN TWO 2 x 4 or 2 x 6 STUD WALL ♦� •J OR NOTCH IN STUDSUCCESSIVE STUDS II II•II II•II I 2 X BOTTOM PLATE 1— W ---o��--- ARE DOUBLED ,I ICI ICI I' AND SO BORED Sill Strapping See details on •I I•I I•I I• EDGE SPACING -6" ``L this page. _1 Z) TYPICAL ELEVATION • . • . • WALL TO HEADER STRAPPING �- O FIGURE R602.2.3(1) FIGURE R602.2.3(2) LLI LL IRC FIGURE R602.6(1)NOTCHING AND IRC FIGURE R602.6(2)NOTCHING AND N.T.S. FASTENING REQUIREMENTS FOR tt^^ a- BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR vJ WALLS AND BEARING WALLS NON-BEARING WALLS BRACED WALL PANEL AS PER Q o z 3 TABLE R602.3.(3) � z Z o (y) WS ry � C' o 1-1/4" galy. x 20 gage n CV (D �— coil strap with (5) 8d common SIMPSON H2A CUT nails in each end at each rafter. STAGGERED at each Rafter. With .0LENGTH SEE TABLE 507.2 FASTENERS o = 2 N 12 Min N IN 2 ROWS (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter = 0 - PROVIDE@STRUCTURAL RIDGES a �n n O) O ` 0 n,O N (2) 8d x 1-112 nails in plate 4 o.c. Zone Panel Field Y_ w E s� °� o © O OO a 5.5"MIN FOR 2X8• Each Rafter on Each side (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o ,__8 " o W c" T 5"MAX 6.5"MIN FOR 2X10 of Ridge to have a Schedule Dw -1 .0 _ ` °' _ = N CLEAR Simpson LSU skewable hange . g °w 7.5"MIN FOR 2X12 g S © © C+ OO m m c o•-y o y O M Q O C O r Use 1-1/4" Metal 2"MINL LAG SCREW OR THRU-BOLT = 1-1/4" x 20 Gage Metal Coil LEDGER BOARD 3/4"MIN p ( ) Coil Strap 20 Gage ° Stra with 5 -8d common nails = N a� _ 12 Min (5) 8d common nails Look Out Blocks a = T o in each end. catch jack studs in EACH END at and window or door Header. � _ ° o o 0 I Less than � `:sN = `� E � � o � �" °° ° Typical each side and ALL Gable End Wall L -- � L _MUM or Equal �wz;9.- Qc, = a, O00 EACH Stud. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS windows and doors. 2 � -_ _ 03 o s r- 8d @ 6 oc Along PER FIGURE R507.2.1(1) OF 2015 IRC CODE to 12 Braced Wall Panel � L) �� 5 � m E a. 6 F- � w mQ F-- � Eo_=_oa FIGURE R602.10.8(1) *Distance can be reduced to 4.5" RAFTER-TO-STUD CONNECTOR & if lag screws are used or bolt JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS spacing is redt!ced to that of RAFTER TO RIDGE STRAP IRC 802.3.1 WALL TO WALL STRAP NTs lag screws to attach 2x8 IN LIEU OF RIDGE STRAPS NTS vJ NTS ledgers to 2x8 hand joists(1/2" PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. v, stacked washers not permitted) LOCATED IN THE UPPER THIRD NOTE; 8d COMMON NAILS ARE Z Z (n 4 C OF THE ATTIC SPACE AND ATTACHED 7 2-1/2" LONG $ � — _1 J TO THE RAFTERS WITH 4-8D NAILS EACH END 0 Q 1— i Cr W _ _ _ � o � EXISTING NEW WS4 1 .1 One Hour Fire Resistive Wood Wall CONST. '�— GALV.DECK HANGER SIMPSON BSC SIMPSON LUS28 @ 2X8 Assembly POSTTO HEADER CONNECTOR 2x4 Wood Stud Wall - 100% Design Load - ASTM E SIMPSON ABU POST 2X P.T.LEDGER; MUST BE GREATER THAN 4"TREATED POST ..., TO CONCRETE BRACKET 119 / N FPA 251 OR EQUAL TO DEPTH OF DECK JOIST AND SIDE COVER 2"MINIMUM NO GREATER THAN THE DEPTH OF THE RIM JOIST c• ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2-112"GALVINIZED CARRIAGE BOLTS GALV LAG SCREWS PER IRC TABLE R507.2 AND OR SIMPSON SD STRUCTURAL 1 _O PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) GRADE CONNECTOR SCREW 4 O W see Schedule on DWG-1 tip of lag screw shall fully extend beyond ADHESIVE ANCHORS: HIGH-STRENGTH 2 CV I- the inside face of the band joist. EPDXY ANCHORING ADHESIVE FOR 3 N O USE WITH THREADED ROD Z Z MECHANICAL ANCHORS;SIMPSON Cn WEDGE-ALL WEDGE ANCHOR Q 1/2" PLYWOD SOFFIT • � "� a• r, q•.•p•. 1 �,t,.t. '.•JI ,.'' 'p •'t, P„ •k..*•. +• r � ��d,•►�. •ti .,, •�•,y••r•. � W • • 1 W ` FOOTINGS MUST 00 > J FOOTING 12"DIAMETER W U \ 3/8"DIA.LAG SCREW PREDRILLED BEAR ON SONOTUBE TO CENTER OF TOP PLATE,STUD UNDISTURBED BEAR FOOTING ON OR HEADER SOIL VIRGIN SOIL 36"MIN. BELOW GRADE 'k.of s .o.+..' 'w:•p.r'�p. . ,r -y v.. ,t .a ' •' r t`•;�•` ..• . r LEDGER BOARD ATTACHMENT TO BAND JOIST g P.T. POST TO CONC. PIER CONNECTION NTS 2 0 NTS 1. Framing - Nominal 2x4 wood studs, spaced 16 in. o.c., double top plates, single bottom plate N 2. Sheathing - 518 in. Type X gypsum wallboard, 4 ft. wide, applied horizontally. Horizontal joints are unblocked. Horizontal application U � of wallboard represents the direction of least fire resistance as rT� , opposed to vertical application. 3. Insulation - 3-1/2 in.thick mineral wool insulation (2.5 pcf, v� nominal) M M cU • l 00 4. Fasteners- 2-1/4 in. #6 Type S drywall screws, spaced 12 in. o.c. U CD 5. Joints and Fastener Heads-Wallboard joints covered with as paper tape and joint compound, fastener heads covered with joint "n T compound Tests conducted at the Fire Test Laboratory of National GypsumP�� Research Center :." 1 Test No: WP-1248 Fire Endurance March 29 2000 •'� - '� •��' -1246 (Hose Stream) March 9,2000 0A Third Party Witness: Intertek Testing Services Report J20-06170.1 /,I ��; �� f MANUFACTURED LIGHT ENCLOSURE ATTIC INSULATION EIING FRAMING CONTINUOUS BEAD OF SEALANT SUBFLOOR GLUED,CAULKED OR GASKETED TO RIM JOIST/RIM CLOSURE SEALANT EXPANDING FOAM SEALANT ONTINUOUS BEAD OF SEALANT SEALANT RECESSED LIGHTING FIXTURE DRYWALL CEILING AIR BARRIER AT FOUNDATION TO BAND JOISTS AIR SEALING AT PREMANUFACTURED RECESSED LIGHTING FIXTURE Eave baffle installed adjacent to soffit and eave ¢... , .h Cn Table R402.4.1.1 Air barrier and insulation installation, vents. Baffle shall extend over the top of the attic insulation V Q J as per IRC chapter 11 TYP. ROOF CONST. LU Q TABLE R402.4.1.1 (R40202.3) ~ AIR BARRIER AND INSULATION INSTALLATION 0 COMPONENT AIR BARRIER CRITERIAI INSULATION CRITERIAa 2 X CJ W/ INSULATION ENERGY NOTES Typ Fascia AS PER DRAWINGS Q _! General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Soffit See . ' OR HERS RATER Q O requirements in the building envelope. Const. Dwgs j, Exterior thermal envelope contains a Q continuous air barrier. ADDITIONS & ALTERATIONS: SEALANT W r Q LL Breaks or joints in the air barrier shall be SHALL BE IN ACCORDANCE WITH 2O17 NYS CODE SUPPLEMENT Typ. Exterior wa W Q W Q seated. APPENDIX J FOR EXISTING BUILDINGS SECTION AJ104 ENERGY EFFICIENCY Z W See Const. Dwgs Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The Additons Alterations or renovations shall conform fo the provisions of Section N 1107 Q W j installation density of the insulation shall be at the manufacturers'product p I s (� recommendation and said density shall be maintained for all volume of as they relate to new construction without requiring the unaltered portion(s) of the a T. Q each cavity. Batt type insulation will show no voids or gaps and existing building to comply with this chapter. maintain an even density for the entire cavity. Batt insulation shall be RAFTER SEALING AT ATTIC EAVE installed in the recommended cavity depth. Where an obstruction in Design in accordance with SECTION N1102 (R402) Building thermal Envelope the cavitydue to services,blocking,bracing or other obstruction bl g g prescriptive compliance. Building envelope shall conform to Table N1102.1.2 E exists,the bait product will be cut to fit the remaining depth of tlue o o E U insulation and fenestration requirements by component. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE cavity. Where the bait is cut around obstructions,loose full insulation shall be placed to fill any surface or concealed voids,and at the 2_-S w_ E r �, o 0,6 manufacturers'specified density.Where faced bait is used,the All heating and cooling systems shall conform to N 1108 (R502) Additions. o _'r s g N installation tabs must be stapled to the face of the stud. There shall be LOW DENSITY SPRAY FOAM C o � a o = IS no compression to the bait at the edges of the cavity due to inset INSULATION R VALUE IN _w _ o P g ty The Building envelope of the addition shall comply with sections --- l _ o o N o 0 stapling installation tabs. ACCORDANCE WITH e 1` ` a o Y ;, ; Y @ Y N1102.1- Building thermal envelope see table N1102.1 .2 Rigid Foam or A i ,� ` o �� . a?5P o HERS REPORT { : v L s 3 w y Insulation that upon installation readily conforms to available space N1102.2 - Specific insulation requirements N1102.3.1 - N1102.3.5 Fenestration Wood Blocking - �- ��" .n.- 8 m shall be installed fulling the entire cavity and within the manufacturers' and N 1102.4 - Air Leaks e mandato leaks a rate shall not exceed 3 air as backdam J ° ° a a N R E densit recommendation. g ( rY) g TYP. ROOF CONST. ,, r- a) m .� �N o, ` y changes per hour as tested by a certified HERS rater. , P sa= - 3~? € f� Y dropped Y PP Y � s i t i, n� o o �—.6 4 o Ceilin attic The air barrier in an dro ed The insulation in an dropped ceilin soffit shall be aligned with the Roof underla inert 2 x CJ W/ INSULATION `` ' ceiling/soffit shall be aligned with the air barrier. N1102.4.2 Fire laces; New wood burning fireplaces shall have: flue dampers or doors sealed to drip edge '' .N N � ` E � p AS PER DRAWINGS C u insulation and any gaps in the air barrier " I z s ¢ = N C and outdoor combustion air. Doors on factory built fireplaces shall be labeled and listed OR HERS RATER ' . ,�•�°' = a E a M o o w sealed. in accordance with UL 127, the doors shall be tested and listed for fireplaces. ` F_ u w m u � ° E a 3 EL Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at p Typ Fascia/ 1 �ji�f i` wall doors to unconditioned attics aces exterior wall lines to allow for required attic ventilation. Soffit See SEALANT i shall be sealed. p q N1102.4.5 Recessed Lighting: Shall be sealed to limit air leakage. Const. Dwgs All recessed lights shall be IC-rated and labeled as having air leakage rate <2.0 cfm. Q Walls The unction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated non-vented j All recessed lights to be sealed with a gasket or caulk between light and ceiling. plate shall be sealed. The junction of the by completely fulling the cavity with a material having a thermal Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. sealed. Knee walls shall be scaled. Exterior thermal envelope insulation for framed walls shall be N 1103 Systems; Heating and cooling systems shall comply with sections J .__I p N 1103.1, N 1103.2, N 1103.3, N1103.5 and N 1103.6 Typ. Exterior wall 2) installed in substantial contact and continuous alignment with the air See Const. Dwgs '-. W Q barrier. Windows, skylights The space between window/door jambs N1103.1 Controls (Mandatory) at least one programmable thermostat shall be OPTIONAL - RAFTER SEALING AT ATTIC EAVE Cn W and doors and framing and skylights and framing provided for each separate heating and cooling system. WITH SPRAY FOAM INSULATION (]� C) shall be sealed. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. N 1103.3 Ducts; in accordance with N 1103.3.1 - N 11033.3.5 Q Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain Supply and return in attics shall be insulated with R-8 Minimum were greaterthan 3 inches in diameter and R-6 where less than 3 inches in diameter j above garage and exposed edge of insulation. pernuanent contact with the underside of subfloor decking or floor 1 cantilevered floors) framing cavity insulation shall be pennitted to be in contact with the Supply and return in other areas shall be insulated with R-6 Minimum were greater topside of sheathing or continuous insulation installed on the than 3 inches in diameter and R-4.2 where less than 3 inches in diameter underside of floor framing and extend from the bottom to the top of all ;r perimeter floor framing members. Anhrrvua w irrir;• i; �.- `/ } N1103.2 Sealing (Mandatory) / CD Ducts ..r• air handlers and filter boxes shall be sealed op �n7 sn,it�n� Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be joints and seams shall comply with Section M1601.4.1 of the IRC. LLJ shall be covered with a Class I,black permanently attached to the crawlspace walls. / (V F_tap odrrctarder with overlapping joints N1103.3.3 Duct Testing (Mandatory): Ducts shall be pressure tested by a rough-in I � 0 test or post construction test by an approved HERS rater. _ _ _ - - - -- - - - - -- - - - - _ _ _ _ _ _ ___ - - _ y U) Shafts,penetrations Duct shafts,utility penetrations,and flue �,• 0 Q shafts opening to exterior or �: :; ^ "_• b'Inr,,'p" W N1103.3.4 Duct Leakage: total leakage shall be less than 4cf per minute per 100s ft. unconditioned space shall be sealed. p p q 24,. _ ,__.___.______._„ _____._._�_.__.....___. D � Lu of condition floor area where the air handler is installed at test time. ,r; 4"sphere cannot Approved window fall areven*ion � —t n I_C:��ni p.3ss ihroai,�i tirrvic:e(ronro m to ASTNI F 20gr) M W Q LL- (U Narrow cavities Batts in narrow cavities shall be cut to fit and installed to N 1103.3.5 Building cavaties: Framing cavities shall not be used as duct or plenums. Finished Roor Height 'yHrsi hf 'hr. the correct density without any voids or gaps or - _ - i 7�.� ,y de Fins ecam -loor � compression,or narrow cavities shall be filled by N 1103.4 Mechanical system piping insulation (Mandatory): Mechanical system piping Hoight Al,o e .E P Y p p 9 ( rY) Y p p g ...� ...... � insulation that on installation readily conforms to the insulation carrying fluids > 105 F degrees or < 55F degrees shall be insulated with R312.2 WINDOW FALL PROTECTION DIAGRAMS Fini�hr.tl G<<�r.` Finishes! Floor R=+ available cavity space. R-3 Minimum. TOP OF THE WINDOW SILL SHALL Garage separation Air sealing shall be provided between the garage and BE A MINIMUM OF 24"ABOVE THE FINISHED conditioned spices. N 1103.5 Service Hot Water Systems: Shall include: Heated water circulation and FLOOR AND GREATER THAN 72"ABOVE THE FINISHED f`in shed Grace / Y GRADE OR OTHER SURFACES BELOW ON THE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thcrnal temperature maintenance systems (Mandatory), circulation systems, demand EXTERIOR SIDE OF THE BUILDING.SHALL envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. recirculation systems, pipe insulation COMPLY AS FOLLOWS: Plumbing and Batt insulation shall be curt neatly to fit around wiring and 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW R312.2.2 WINDOW OPENING CONTROL DEVICES: w»nu plumbing in exterior walls.There shall be no voids or N 1103.6 Mechanical Ventilation (Mandatory): provide ventilation as per M 1507 A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING ( rY) p p WHERE THE OPENING Is IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH oN, gaps or compression whcre cut tofit. Insulation that on of the IRC. Exhaust vents from bathrooms and toilet rooms shall directly to the ASTM F 2090. THE OPENING DEVICE AFTER OPERATION [� r` installation readily conforms to available space shall 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL extend behind piping and wiring. outdoors. They shall not discharge into attics, crawl spaces or inside the building. PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE f T� �- Whole-house mechanical ventilations stems shall be designed b the mechanical exterior wall show•crs and tubs shall separate them from the showers and insulated. y g Y OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 tubs. contractor or 3rd party energy consulant in accordancr,with kn IRC sections M1507.3.1 - M1507.3.3. provide design per M1�07.3.1, manual E ".I Electrical/phone The air barrier shall be installed behind electrical or >~ M box on exterior wall communication boxes or air Sealed boxes shall be installed. override controls per M 1507.3.2, ventilation rates per table M 15tn.3.3(1) of the I RC. .� rn '0 HVAC register HVAC register boots that penetrate building thermal o N1104.1 Lighting ( Mandatory): Not less than 75 percent of the lamps in pet-anent) CERTIFICATE ( MANDATORY) N1101.14 (R401.3) boots envelope shall be sealed to the subfloor or drywall. Y eV installed light fixtures shall be high-efficacy lamps. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE o u.,� CZ Concealed When required to be sealed,concealed fire sprinklers shall BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE sprinklers only be sealed in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not FURNACE IS LOCATED. THE CERTIFICATE SHALL LIST THE FOLLOWING: be used to fill voids between firesprinkler cover plates and walls or ceilings. R-VALUES FOR CEILING/ROOF WALLS, FLOORS IC = insulation contact. FOh*iDATION (SLAB, WALLS, CRAWL SPACE FTo), AND DUCTS. �^ w x, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. TYPE AND EFFICIENCIES OF HEATING, COOLING, O lvl WATER HEATING EQUIPMENT. Ilt®I�a SMOKE AND CARBON MONOXIDE ALARMS FOR R312.2 WINDOW FALL PROTECTION NOTE: BRACING METHOD REPAIRS ALTERATIONS AND ADDITIONS: Cs-WSP CONTINUOUS SHEATHING In accordance with IRC Appendix J TOP OF THE WINDOW SILL SHALL WOOD STRUCTURAL PANEL When repair work, alterations,interior alterations BE A MINIMUM OF 24" ABOVE THE FINISHED DETAIL #1 ON DWG-2 and additions requiring a permit occur, FLOOR AND GREATER THAN 72"ABOVE THE FINISHED GRADE OR OTHER SURFACES BRACED WALL NOTES: the dwelling shall be provided with smoke alarms BELOW ON THE EXTERIOR SIDE OF THE REFER TO DETAILS ON DWG-2 and Carbon Monoxide Alarms located as required BUILDING. SHALL COMPLY AS FOLLOWS: FOR HOLDOWNs,STRAPPING,BRACED WINDOWS, EXTERIOR FRENCH & SLIDING DRS for NEW DWELLINGS and shall be interconnected WALL DIAGRAMS AND DWG-1 R312.2.2 WINDOW OPENING CONTROL DEVICES: FOR NAILING SCHEDULE. A_L BRACED Plans indicates ANDERSEN series 400 Tilit Wash and hard wired. WALL PANELS SHALL BE FULL-HEIGHT Model Numbers and shall be In accordance with IRC R609 Except as per NYS Supplement Appendix J WINDOW OPENING CONTROL DEVICE SHALL SECTIONS OF WALL WITH ND VERTICAL COMPLY WITH ASTM F 2000. THE OPENING OR HORIZONTAL OFFSETS. To be designed & installed as per manufacturers DEVICE AFTER OPERATION TO RELEASE THE 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH specification for 140 ultimate design wind speed DEVICE SHALL ALLOW THE WINDOW TO 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 and IRC Table 301.2(2), 301.2(3) FULLY OPEN TO MEET THE CLEAR OPENING 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 AS REQUIRE TO MEET EGRESS R310.2.1 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE Provide HP LOW-E4 glass; U = .30, SHGC = .29 SHALL BE OFFSET NOT MORE THAN 4 FEET. EGRESS: shall meet R 310 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. WINDOW FALL PROTECTION: Shall meet R312.2 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH Substitutions made upon meeting Code. END OF A BRACED WALL LINE 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL See page one, general notes for additional -------------, PANER602.LS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE code requirements. ENCLOSED PORCH •----------------------------- 1 1 I 1 I , I PROVIDE SOLID 1 I 1 I BLOCKING FOR ' I ' 15'-8" FUTURE GRAB BARS 1 1 1 I � ( ' SIMPSON 1 1 I I u 1 1 I I 1 I O HO DOW DTTZ2 r - rUJALLOWABLE _o : 182 15'-81' LOAD: LBS 11 S 7 U 1 ( 1 I V V- '-0'( ------ ---------------------------------------- 1 ------ r — — — — — — ..J 6'-10" 6'-10" ;- - `" `" "; DHP410-52 TW2852T 80"CS-WSPIQ- 1 5 E 1, OII 1, 011 �: a 1 "---------------------------------.,-i_..1__h_4_3 _ __ _ ( (n 0 O 1 I 1 1 1 I 1 I ( �, Z I 2-2x8 14'-9" ' v I YJ� x 3/4 HR FIRE RATED 5Yz' S,/Z I X HANDICAPPED o ^ METAL DOOR&FRAME �/� 1-1. LL Lo ( w _I ACCESSIBLE I WITH SELF CLOSURE FRONT PARLOR V J (L o to 2x10 RAFTERJ a) 16 oc k N BATHRM c� o r — — — — — — — — - o- N 2x8 CEILING JOI TS @ 16"ocz I= 04 2x4 COLLAR TI Et @ 48"oc I {�zk CO 5/8"FIRE RATE Q_ W Oy-- - - - - - -�p�,,1 1 , 1 I oc I d GYP BD ON l o _ TYP.PIER , , , , 13D W SIMPSON DTTZ2 W NEW rn 1 CEILING �/ ^ U r FOOTING ; ; HOLDOWN I - C0 L1_ O = 2-2x8 P.T.GIRDER o LIVING 0 1 SEE DETAIL 1O ; I : ALLOWABLE I AREA 1 ' 4'-0"+ _ _ _ CLN (D I� � _ II ON DWG-2 , , A ti� LOAD: 1825 LBS M U. O C° t I °° 0 o I,� ,l `� ; ; ; ; N 5-112"x 9-112" LVL FLUSH TW28210 f CLOS fL//��, 1 6 1 , ,1 O zo N U_ 1 / I I I ( —_ - _ 3-0 A I IN Co H TYP.DECK LEDGER N II 1 1 1 i i — — — —- --— — ° fA o x O 11 N D INi ♦ 6 !6 �o. "REMOVE EXIST Q Q 2-2x8 P.T.QIRDER 21-0" a2 LJ6 WALL -X ♦_ I 8 U 's--------------- ---------- ---------- ------------ ____-. 5/8"FIRE RATED T c c Z o I 1 1 ( I I 1 I O 1 \ / U I GYP BD ON - N O o m o m "---------------------------------------- -----+ 1 1 ( _ z cr_ 1 CEILING I i-a•m c o•- In --------------------------- m ' o rn o /4 HR FIRE RATED c� �� � �` �•=w o i O 0 — - - - -� - - - - - - - - - - - - - - - - - S N C c o « - c ec y 1 Cr EXISTING RIDGE I VJ o•- o o Z I C7 � / I METAL DOOR&FRAME o °' °° m °o WITH SELF CLOSURE c a� (n-� >a � a�� o ►= z LIVING V .a 8 "- °L N U 1 1 O U Q I I 1 1 X 1 -2 ± o o C U m y o 3 c °Y 3° o 'u w / rLVLFLUSH REMOVE EXIST ROOM A 1 2'_6 m.E c E ui o Y 1 W I I X IWALL FLAT CLG L a c •a o 1 I u_ I I 1 i W / X 3'-211 V o co N z EXISTING I / @ s'-o" W 1 1 I 4'-0" LIBRARY N'� C ° l,i O O C � r t� U) CRAWL SPACE I \ ' ' 5'-6" a� �� _� o / 3 1/2"x 9-112" z�- ; ; EXISTING — — — — EXISTING ' ' o o v w ~ w BASEMENT ; -- — — — - — - FIREPLACE — --- ,..»�.:u ,�„�t ,r I- a v°i (o F- m E o a - I 1 X O ; ; l � O I T N I W N E W ' ------------------------------------------------------------------- ----- 1 1 1 �a Ira N LIVING EA I BEDROOM #1 ._ I I , v o0 Q, 1 I 1 1 X rn 1 I ( w a cr "- -i I I 1 of Z O nl (V ­2-2x8 T.GIRDER 1 ' ' 2x10 RAFTdRS (a.. 16"oc "------- 2Cn 2x4 COLLAR OIIES S@ 48 6occ 2'_611 TYP. C O - ------ I 1 I 1 O 1 „ ( 1 1 I I SEE DET. = I II 5&10ON DWG 2 0 — I ALL EXISTING FOOTINGS SHALL BE I U I ! ' ( CJCn I (fl ;, O 1Cn ° II FIELD VERIFIED THAT A MINIMUM ; I ' III 11 OF 16" X 8" CONCRETE FOOTING X x „ I ' 48"C5-WSP -��--- 48"C5-WSP I,N t o N,I IS PRESENT AND THAT IT IS 36 ----;- - � — — — — I — — — — _J KITCHEN N BELOW GRADE MINIMUM. ' �2-2x8 P.T.GIRDER -/ • I ------------------------------ 1 I 1 I 1 - - ---- - ------ ' 11 ( -I--1--+--,--r 1 J TYP. PIER ; ; ' �,/► FOOTING SEE DETAIL "---------------------------• •--------------------------------' ON DWG-2 ' ' ' ' ; 0 N W FIRE RATING CALCULATIONS PER IBC 722.6 WOOD ASSEMBLIES N O 7'-5'/" Fire Tests In accordance with ASTM E1 9 KEY >- N cn 11 , 11 � 1 1 1 1 1 I tJ 1 -0 9'_5+/ 1 -OXISTING 2 X8 FLOOR SYSTEM 1 HOUR FIRE RATED Q W Q z i i i i ISTING 2 X 4 EXTERIOR WALL FLOOR SYSTEM AS CALCULATED PER IBC 722.6 WOOD ASSEMBLIES HOUR FIRE RATED SYSTEM AS CALCULATED PER EXISTING WALLS tjj 722.E General.This section contains procedures for calculating X J I ( I 1 IBC 722.6 WOOD ASSEMBLIES 1 1 1 I the fire-resistance ratings of walls,floor/ceiling and roof/ceiling assemblies I t n ���I NEW WALLS based in art on the standard method of testing referenced in Section 703.2. 722.E General.This section contains procedures for calculating W W 0 p g the fire-resistance ratings of walls,floor/ceiling and roof/ceiling p LL, tY 722.6.1 General assemblies based in part on the [ _ _ _ _ ] WALLS TO BE REMOVED i This section contains procedures for calculating the fire-resistance standard method of testing referenced in Section 703.2. GENERAL EXISTING CONDITIONS NOTE: ratings of walls,floor/ceiling and roof/ceiling assemblies based TABLE 722.6.2(1) in part on the standard method of testing referenced in Section� 703.2. Time assigned to wallboard membranes; ALL EXISTING DIMENSIONS AND CONSTRUCTION ; ; ; ; 1 -layer of 5/8"Type X Gypsum wall board 40 min h�l 722.6.1.1 Maximum Fire-Resistance Rating WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, ' Interior side of existing 2x4 wall. AND FIELD MEASUREMENTS. ; ; in Section 722nce ratings calculated for assemblies using the methods 5d wallboard nails at 6"o.c.end joints of wall ALL MEASUREMENTS SHALL BE VERIFIED BY in Section 722.6 shall be limited to a maximum of 1 hour, board centered on joists. CONTRACTOR PRIOR TO RENOVATION,ORDERING I ' TABLE 722.6.2(1) MATERIALS AND START OF CONSTRUCTION.CONTRACTOR ' ' ' ' TABLE 722.6.2(2) Time assigned to wallboard membranes; Time assigned for contribution of wood framing; IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. � � � � EXISTING: 1-layers of 1!2"Gyp Bd 15 min g g' ARCHITECT DID NOT MEASURE INACCESSIBLE AND , , , , NEW 1 -layer of 5/8"Type X Gypsum bd 40 min Wood Studs16 inches on center. 20 min CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN I 1 INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY TABLE' 722.6.2(2) TOTAL TIME 60 min ARCHITECT OF CONDITIONS. ; ; Time assigned for contribution of wood framing; OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF , I 1 Wood Floor and Roof joists 16 inches on center. 10 min EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ' ' ' ' TOTAL TIME ss min PARTITION SCHEDULE �., -------------------------- 1ST FLOOR PLAN h� W ° // ASEW 2 X 4/2X6 INTERIOR WALL 1 HOUR FIRE RATED SYSTEM SCALE: 1/4" = V-0" EXISTING EXTERIOR WALL - NON FIRE RATED " o `------------------"---------"----'-' CALCULATED PER IBC 722.6 WOOD ASSEMBLIES c� 722.6 General.This section contains procedures for calculating the fire-resistance , p� ratings ofwalls,floor/ceiling and roof/ceiling assemblies based in art on the EXISTING EXT. WALL W/ 1 HOUR FIRE RATING ►�I g g g p O Smoke Detector standard method of testing referenced in Section 703.2. 'L7 � Carbon Monoxide Detector ;o an 00 -0 TABLE 722.6.2(1) co Refer to DWG-1 General Notes _ �. `._ti NEW 1 HOUR FIRE RATED INTERIOR PARTITION ,= CD ; Time assigned to wallboard membranes;1 -layer of FOUNDATION PLAN each side of/exi existing 2x4 wall Gypsume X wall board 40 min In accordance with Section 915 of the EXISTING INTERIOR WALLS - NON FIRE RATED - — - 2015 IFC as amended by the NYS SCALE: 1/4" = V-0" 5d wallboard nails at 6"o.c.end joints of wall uniform code supplement board centered on joists. NEW EXTERIOR WALLS - NON FIRE RATED - v FOUNDATION WALL KEY TABLE 722.6.2(2) Time assigned for contribution of wood framing; AREA SCHEDULE Wood Studs16 inches on center. 20 min REFER TO DRAWING -3 FOR ONE HOUR WALL ASSEMBLY NAME AREA �''l',t,='� f .,,C't. EXISTING FDN WALLS TOTAL TIME 60 min 1st FLoor Area Addition 209 sq ft. Apartment Calculations • ' NEW FDN WALLS Existing 1st Floor Area 1346 sq ft. 722 sq ft Existing House: 2068 sq ft x 40% allowable apartment area ` =� ] FDN WALLS TO BE REMOVED Total 1st Floor Area 1555 sq ft. - 827 sq ft area allowable accessory apartment �� ,, orooln Area of Apartment 638 sq ft 638 sq ft actual area of accessory apartment �;` FOP N EXISTING >- DWELLING z z O .-I tom- U 0 2 I— GUTTERS & LEADERS �C EL O AS REQUIRED 7 FLASH W TYPICAL a- LL To f Plate z z z EXISTING a w CEDAR PERFECTION DWELLING ® � O � w SHINGLES TO MATCH---- EXIS NG r O EXISTING � EXISTING DWE ING N ( 00 BRICK CHIMNEY y C NE,o ° O _To Subfloor ° ` � __ E ToDo Foundation � c E?2 0 1 � B CUO°.2 � Ot Br cl f6 N C O'. pU `° p .O �. . N y C O f6 p' O C °'r g3 Lcc 3 ° m U p p C 0 U d C N N N N CO EXISTING GRADE ' Top of Footing — — — — — — — — — — — — — — — — — — — -1 I I � � '`_ Y0E � a � =zf o iT u o ai o o o = m �• c m = t= E ° Bottom of L (IT-° c tq Q) O_C mCaE6 NO V N w I I I s 00 CO(O Footing I I I ° �a c ° I- ° wma F-- mEa.Soa a el Grade Minimum CII - - - - — - - - - - �� Grade Minimum — — — — — — — — — — — REAR ELEVATION SCALE: 1/4" = V-0" EXISTING ROOF EXISTING Q, DWELLING o ❑ N W E— - CONT. RIDGE VENT F-1 z EXISTING DWELLING >' rn CONT. RIDGE VENT �,�" ¢ o Q w = U)EXISTING ROOF w GUTTERS & LEADERS 12 w W U AS REQUIRED EXISTING ROOF 7 U U) TYPICAL --- -==_--— —- T op o Plate CEDAR PERFECTION EXISTING SHINGLES TO MATCH DWELLING EXISTING M - -- � a � Top o iSubfloor Top of Foundation �"� o - - w i.i. � U �s. �. 3 �. ,x w,. l,dvv .�,..,� . ,a , .�. w y."., < x �... a...! �,n u ,. . .��,y.a 0 I I EXISTING GRADE EXISTING GRADE a -� M o I I — - — — — — — — — — I Bottom of I I I I I — — — — — — — — — I — - - - — - - - - - - - - ,.,� :b r�°° .a I I Footing I I I I L - - - - - — - - - - - '] BotofFooing � � :bN v I I I 36" below Grade Minimum I EXISTING HOUSE NEW ADDITION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - -- -- - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� C� - - I� - - - - - - - - - - - - - - - - �I - - �� �`����- '�'� 0, RIGHT ELEVATION FRONT ELEVATION SCALE: 1 /4" - V-0" SCALE: 1 /4" - V-011 FN 6 CODE COMPLIANCE STATEMENTS: TYPICAL NEW ROOF CONSTRUCTION 1. The windows selected for this project shall meet Class A Asphalt Roof Shingles w/ the egress requirements of R310. fasteners per manufacturer's specification 2. All windows shall meet Section R308 Glazing and and IRC 2015. R308.4 Hazardous locations. Ice & Water barrier as per IRC section R905.1.2 3. Windows were required shall meet the Window Fall (Note: Double underlayment is required protection requirement R312.2. for Roof slopes between 2 on 12 and 4 on 12) 4. Bathroom windows shall meet the hazardous Framing As per plans with 1/2" exterior grade glazing requirements as per R308.4 span rated structural plywood Sheathing, 5. Stairs, landings, railings & guards shall comply Nail to framing in accordance Fastener with R311 & R312 Schedules & Strapping per detail sheet(s). • 6. Outside lighting shall comply with RE 3803.3 Flashing per IRC R905.2.8 7. Stairway illumination shall comply with R303.67 and R303.8 TYPICAL NEW SOFFIT CONSTRUCTION. } 8. Fireblocking shall comply with R302.11 thru R302.11.2 MATCH EXISTING EXIS1 ®� � R905.1.2 ICE BARRIERS; O -ING9. Draftstopping shall conform to R302.12 thru R302.12.1 SELF-ADHERED POLYMER MODIFIED MAtch overhangs-typical 10. Flame spread and smoke-developed index for walls BITUMEN SHEET USED IN PLACE OF 6" fascia & 6" rake boards. h-- �- t and ceilings shall compy with R302.9 thru R302,9.4 NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF Trim wood in aluminum or use „azek„ or equal 11. Flame spread and smoke-developed index for ALL ROOF SURFACES TO A POINT NOT Metal drip edge per IRC R905.2.8.5 insulation shall compy with R302.10 thru R302.10.5 LESS THAN 24 EXTERIOR WALL LINE OF THE BUILDING. 1 INSIDE THE " continuous vent strip in Azek soffit Z 0 11. Recessed lighting fixtures rated for ON ROOFS WITH SLOPE EQUAL OR GREATER O J i L THAN 8/12,THE ICE BARRIER SHALL ALSO BE membrane penetration shall meet ASTM E119 APPLIED NOT LESS THAN 36"MEASURED ALONG TYPICAL NEW EXTERIOR WALL W 0 and Fire Stopping as per ASTM E814 or UL 1479 THE ROOF SLOPE FROM THE EAVE EDGE OF THE 2x6 Doug-Fir Wood Studs @ 16" cc. V = T r_ 12. Exterior Decks shall comply with R507. BUILDING Double top Plate and Single Sole Plate. Q J 1/2" exterior Grade - Span Rated D Continuous Structural plywood Sheathing. �--- Q CONTINUOUS RIDGE VENT Fastened per Fastener schedule. Q Iy I) R802.3.2 COLLAR TIES tyvec House Wrap oreq equal. W O � RIDGE BOARD SHALL BE NAILED with 4-10d IL BOX NAILS IN ACCORDANCE Cedar shingle siding to match existing. U) O WITH FASTENING SCHEDULE AFTER/CEILING JOIST HEEL installed per manuf specs and IRC code. 0z JOINT CONNECTION SHALL BE NAILED Cont. load path strapping installed in accordance 0- W Z IRC R806.3 TOGETHER IN ACCORDANCE with drawings. Provide Fire Blocking in accordance MIN. 1"AIR GAP 12 12 WITH TABLE R802.5.1(9) O W BETWN INSULATION (SEE DWG-1 FOR TABLE) with IRC R302.11 & R302.11.1 and M ()f AND SHEATHING 7 4 CT @ 48" O 7 WITH SIMPSON H2A AT EACH Draftstopping per R302.12 & R302.12.1 ItROOF PLAN r� 0 RAFTER TO STUD. a_ (V V �- Alf 6" = 1'-0" TYPICAL NEW FLOOR CONSTRUCTION Cn Top of Plate > > 3/4" Plywood Span Rated Subfloor, o Glued and Nailed in o -- R-21 BATT 2 o E ---- --- INSULATION accordance with the fastener schedule. �, m 'D'o R o a L R 21 BATT Floor joists and Bridging as per Code. 9 "E � 0 T INSULATION o�mc oo � `� E � TYPICAL NEW FOUNDATION CONSTRUCTION _ _ = ° NEW 0° � 0�°Y e _ in accordance with chapter 4 ° LIVING � -U,. � �a o� � 74 AREA 3000 psi Air Entrained cast-in-place concrete w G.o a 3 0 wall on cast-in-place Concrete Pier Footings 0 a� = a N N -=-- -- rp refer to Foundation Plan for footing size & , , __ R-19 BATT OR SPRAY FOAM s a 3° Top of- ubfloor INSULATION thickness. o o � c 00 c _:Top of Foundation 5 �5 �S�S t Sz u ) z 2 m E � - INSULATION SCHEDULE - z Q 0 _ o a� c aE m mT1 o u� 1 Insulation requirements shall comply with 0 N M o i E a 6 a. 221-411 p a res-Check insulation requirements a' 1 in accordance with IECC 2015 /2"EXT GRADE PLYWOOD SOFFIT 5'-T 11'-10" 51 -311 b ao Qo ao M a'ov ao� aa SIMPSON H2 @ EACH JOIST TO GIRDER NEW INTERIOR WALL FINISH Bottom f Footing o Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless noted. Min 1/2" Moisture Resistant Wall Board on � SECTION' A Ceiling and all walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings in wet areas. r SCALE: 1 /4" = V-0" in PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 00 OF THE IRC RESIDENTAIL CODE. DEN BEDROOM #3 o co C o O BO (V Z INSULATION SCHEDULE � o Q shall comply with HERS insulation requirements CLASSIFICATION OF WORK: CLASSIFICATION OF WORK:� < W AJ8 ADDITIONS ALTERATIONS TI E _ in accordance with IECC 2015 A T RA ONS LEVEL 2 CO o � J N STRUCTURAL NOTE: STRUCTURAL NOTE: W W co (Qj Location R-value Thickness ALL STRUCTURAL WORK SHALL ALL STRUCTURAL WORK SHALL Lt_ (n Flat Clg * R-21 5-1/2" COMPLY WITH NYS COMPLY WITH NYS 19 o BATHROOM SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J N Floor(unheated space) R-19 6-1/4" SECTION AJ803 SECTION AJ605 Exterior 2x6 walls R-21 5-112" MECHANICAL SYSTEMS: MECHANICAL SYSTEMS: Door-more than 50% glazing U = .30 SCGH: .29 THE MECHANICAL SYSTEMS SHALL THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH BE INSTALLED IN ACCORDANCE WITH THE NYS SUPPLEMENT APPENDIX J THE NYS SUPPLEMENT APPENDIX J Other Specifications: AJ804 AJ606 • Windows: U<_ 0.30, SHGC<_ 0.29 Zv PLUMBING NOTES: PLUMBING NOTES: M P 100% high efficiency lighting (CFL s or LEDs) ao ALL PLUMBING SYSTEMS SHALL BE ALL PLUMBING SYSTEMS SHALL BE • <_ 3 air changes per hour INSTALLED IN ACCORDANCE WITH INSTALLED IN ACCORDANCE WITH • >_ All Energy Star appliances THE NYS SUPPLEMENT APPENDIX J THE NYS SUPPLEMENT APPENDIX J SECTION AJ805 SECTION AJ607 (� N R403.6 Mechanical ventilation shall be Provided that ELECTRICAL NOTE: ELECTRICAL NOTE: L p� ALL ELECTRICAL EQUIPMENT,SERVICES ALL ELECTRICAL EQUIPMENT, SERVICES BEDROOM #2 meets the requirements of section M1507 of the IRC AND WIRING SHALL BE INSTALLED AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH NYS IN ACCORDANCE WITH NYS SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J U ,_ R403.7 Heating and cooling equipment shall be SECTION AJ806 SECTION AJ608 Q' �" O sized in accordance with ACCA manual J by a ►"-{ �n �1 FIRE&LIFE SAFETY NOTE: FIRE&LIFE SAFETY NOTE_ > �J CD ALL third party rater. ALL SMOKE ALARMS,CARBON ALL SMOKE ALARMS,CARBON MONOXIDE ALARMS OR MONOXIDE ALARMS OR V 72 00 � r- AUTOMATIC SPRINKLERS SYTEMS AUTOMATIC SPRINKLERS SYTEMS I J C:) U ►n SHALL BE IN ACCORDANCE WITH NYS SHALL BE IN ACCORDANCE WITH NYS ( �/ SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J SECTION AJ802 SECTION AJ604 c� ARC U 22'-4" exrs�-in 2ND FLOOR PLAN Ak a- n Q�, SCALE: 1/4 1 -0 AREA: 722 SQ FT OF NE rol , (c PLI GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE1 MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 1. All construction shall conform to the 2015 International Residential Code 15. No backfill shall be placed against the foundation walls ( ) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted by NYS, The 2017 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD NUMBER AND TYP the NYS 2017 supplement:to the New York State Energy conservation MINIMUM LOAD LOAD DESCRIPTION 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: Double around openings in floor and roof framing. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 ITEM ROOF FRAMING 2015 International Building Code; Plumbing code; Fire code; Mechanical code; and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR 202 Fuel as code; Existing building code; Property maintenance code. Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL JAN 2 g g 9 P Y 17. Metal flashing shall be installed were concrete abuts wood, ALL CODES shall supercede the drawings and shall be incorporated into the and were decks abut house framing. Balconies(exterior)and decks 40 10 drawings WHETHER they are indicated on the Plans or NOT. Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOE NAIL 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate trap) - Fire escapes 40 20 3-8d COMMON Additions,Alterations & Renovations: shall conform with Appendix J of the IRC CEILING JOISTS NOT ATTACHED To PARALLEL Floor drain Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP as amended by the NYS Uniform Code Supplement. 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL Kitchen sink (one or two traps with or Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP of not less 8 percent of the floor area of that room, and the minimum p �,.Q 2. Written Dimensions take(precedence over scaled dimensions 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 (W) OR CA Ia I 1 ventilated. Refer to IRC Residential Code section R303 Laundry tub (One or more conlpartmentS _ passenger vehicle garages 50 OR 1-1/4"X 20 a RIDGE STRAP 3-1od COMMON 3" FACE NAIL TO EACH RAFTER 3. The contractor prior to the start of construction shall verify all Lavatory - Roams other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. Shower (based on the total flew rate through Sleeping rooms 30 10 4-1od BOX 1 TOE NAILS ON OPPOSITE SIDE S OF EACH RAFTER OR TRUSS showerheads and bod ra8 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 21. Vent dryers to exterior as per IRC Section M1502 y p y ) Stairs 40 20 4 shall be installed in accordance under latest State approved Building Codes. Vent range hoods as per IRC Section M1503 Flow rate: 3-tOd 7 ROOF RAFTERS To RIDGE,VALLEY OR HIP -16d Roof COMMON TOE NAIL All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 gpm and less 1-1/2 20 20 3-16d BOX OR i electrical or plumbing sub-contractors. More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL Electrical certificates are to be provided the electrical contractor. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 12.3 gpm up to 25.6 gpm 3 �- the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity outside of each separate sleeping area in the immediate vicinity of the bedroom More than 25.8 gpm up to 55.5 gpm 4 STRUCTURAL MEMBERS DEFLECTION of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall and on each story of the dwelling, including basement and cellars and not less than $ STUD TO STUD(NOT AT BRACED WALL PANELS) 16d COMMON Rafters having slopes greater than 3/12 with 3.5'x 0.162" 24"O,C.FACE NAIL . . be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX " 16"O.C. FACE NAIL O disturbed by construction. interconnected and hard-wired to a commercial source. INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2'x 0MO WHENEVER an alteration, addition, or conversion is made to an Existing Interior walls and partitions H/180 16d COMMON Where the building official determines that in-place soils with an allowable bearing capacity Residence, the smoke detection system of the ENTIRE residence must be 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall brought up to code, hard-wired and interconnected. L/3so 5-sd Box(2-1/2"xo.113") Z t �1 be determined by a soils)investigation. 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL Z. .� All other structural memebers L/240 L \J 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 116"O.C.FACE NAIL 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls with stucco finish H/360 O 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have of the 2015 IFC as amended by the NYS 2017 Uniform Code Supplement. DOUBLE TOP PLATE SPLICE SDCs A-DZ WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END W O an ultimate compressive strength at 28 days TABLE R301.2.1.2 IRC Windbome Debris protection of 3000 psi. Except exposed slabs, Shall be Installed outside of each separate sleeping area in the immediate Exterior walls-wind loads/brittle finishes L/240 13 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 vicinity of the bedrooms. combination carbon monoxide and smoke alarms Fastening Schedule for wood structural panels Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-1/2"x 0.135") FACE NAIL ON EACH SIDE OF END 0 Q �- International building code and NYS amendments. shall be permitted in lieu of carbon monoxide alarms. SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) Q J 0 All Concrete shall conform to the latest ACI standards. L=span length,H=span height Fastener Panel Span Panel Span Panel Span BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR 16"O.C. FACE NAIL Q All CO alarms shall be connected to the lighting circuit with no intervening wall Type Less than or less than or less than or 14 OR BLOCKING(NOT AT BRACED WALL) is BOX(3-1/2'�) 12"O.C. FACE NAIL O 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All switch with battery back-up. Battery-powered alarms are not allowed. yp IRC TABLE R802.5.1(9) Q � (n Framing lumber shall bis DOUG-Fir Larch#2 or better, E=1.6 X 10 g equal to 4 feet equal to 6 feet equal to 8 feet RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-i6d BOX 3 EACH 16"O.C.FACE NAIL Min. Fb for dimensional lumber= 850 psi. 24. WALL BRACING: Buildings shall be braced in accordance with IRC OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH is"O.C.FACE NAIL W LL. Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. section R602.10.4.2 Continuous sheathingmethod. No 8 Wood screw v� 16 inches 10 inches 8 inches RAFTER RAFTER GROUND SNOW:20 PSF 3-16d BOX O Q 7 Including but no tlimitecl to: Deck Framing, Posts, Headers, Girders&Ledgers. End conditions for braced wall lines for the continuous sheathin shall conform based anchor with SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD END NAIL L g 2 inch embedment on center on center on center ROOF SPAN 2-16d COMMON z to Figure R602.10.7. Braced wall panel connections lenght 3-1od Box 0- � W Z 8. ALL EXTERIOR LUMBER Shall be ACO requiring the following: shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL a.) All Fasteners shall I'De Hot Dipped Galvanized -ASTM A 153 class D 12 FT 20 FT 28 FT 36 FT M or stainless steel. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be b e Wood screw O based anchor with 16 inches 12 inches 9 inches NUMBER OF 16D COMMON NAILS 1$ 1" BRACE TO EACH STUD AND PLATE 3-sd BOX FACE NAIL � � b.) Use Copper flashing Only against ACID Lumber Sill Plates provided to transmit the applicable uplift forces in section R80211.1 from the 2-8d COMMON CV 0 C.) All Structural connectors i.e. Simpson strong-Tie or USP, etc roof assembly to the foundation. 2 inch embedment on center on center on center 3: 12 16"O.C. 5 8 10 13 shall be Hot-Dipped Galvanized or Stainless Steel. lenght 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of a:12 16"o.c. 4 s s io 9. All Engineered Wood Products such as "Tres Joists, Micro-Lam, etc"shall be asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 5:12 16"O.C. 3 5 6 8 6 0 12 y installed in accordance with the manufacturers latest installation details, as per Table R905.2.4.1 of the IRC Residential Code. o*- B Framing connectors,Allowable Hole diagrams,specifications, etc. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 7: 12 16"o.C. 3 4 5 6 a� r = o a t P 9 9 FLOOR FRAMING 12•- E ",-00.. "Micro-Lam" Design Stress: E= 1.9, Fb= 2,600 psi, Fv= 285 psi copper roofing nails, minimum 12 gage shank with a minimum- 0,1; 0)o b _ °3 "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi 3!8" inch diameter head. The fasteners shall enetrate throw h the roof sheathin b. Fasteners shall be installed at opposing ends of the wood structural panel. 9:12 16"O.C. 3 4 4 5 6 o g = Fasteners shall be located a minimum of 1 inch from the edge of the panel. 4-sd Box z a Lao L o "Anthony Power Beams Design Stress; E = 2.1, Fb= 3000 psi, Fv= 300 psi and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer g P 12:12 16"O.C. 3 3 4 4 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL c $ m w f ` 39-F_r- °'47 0 0 o o but not less than 4 per strip. 2 o o � C.Anchors shall penetrate through the exterior wall covering with an embedment length of RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 10. R310.1 EMERGENCY E=SCAPE AND RESCUE: Required in BASEMENTS, 22 s"O.C.TOE MAIL = a" 2_Le . >Q = aY o THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 10d BOX m '� c o m �, a o c 3 each sleeping rooms in basement, habitable attics, and eve sleeping room not less than 2 inches into the building frame. Fasteners shall be located not less than °t�, 0 3 L = E z 3 0 p g every P 9 27. Flame Spread Index: R302.9 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS a" c �- d shall have at least ONE operable emergency escape opening as follows: 2-1/2 inches from the edge of concret block or concrete. 2-1od BOX o 0 8 0 ° _° ° t p 9 Y P P 9 wall and ceiling finishes shall have a flame spread index 5 200 LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOIST EACH END = � �,�-� - a w � g Insulation material, vapor retarders within roof, floor,wall, ceiling assemblies 2 sd COMMON 0 +� 2 L Sill height of not more than 44 inches above finished floor. g CONNECTION SHALL BE INCREASED AS FOLLOWS: °_ L a�o o= c d. Where screws are attached to masonry or masonry/stucco, they shall be attached A. Minimum net clear opening of 5.7 square feet. &attics shall have a flame spread index:5 25 4-16d BOX 5 r'a o m- 5 o ° s I Except grade floor openings shall have a minimum net clear using vibration-resistant anchors having a minimum ultimate withdrawal capacity of H c/ H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL Q C,1-0 :Iv c �, a�c ii opening of 5 square feet. Smoke-developed Index: R302.10 1,500 pounds. N cc 2 20 V ti 25 2" PLANKS �k' c ¢ ycmcmo B. Minimum net clear openingheight shall be 24 inches. 1 / 3 1.5 3-16d COMMON w 2 - 0 ° L 9 wall and ceiling finishes hava asmoke-developed index s 450 (PLANK&BEAM FLooR&ROOF) AT EACH BEARING,FACE NAIL L c �'0= r a a) E C. Minimum net clear opening width shall be 20". Insulation material, vapor retarders within roof,floor, wall, ceiling assemblies Exterior glazing in buildings located in Wood-Borne debris regions shall 1 /4 1.33 4-10d BOX ° N ° a- H- cu E 2L.5 o a D. emergency escape and rescue openings shall be operational &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 be protected from wind borne debris. 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-1od BOX from the inside of the room without use of keys or tools. Glazed opening protection shall meet the Large Missie test ASTM E 1996 1 / 6 1.20 3-16d COMMON PER JOIST WHERE Basement contain more than one or more sleeping rooms, 28. NEW Construction /Additions&Alterations: and the ASTM E 1886 as modified in IRC section W1.2.1.2.1 z P 9 P 9 It shall be the responsibility of the General contractor or his subcontractors to submit 9 9 opening P 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM an emergencyesca a opening shall be provided for EACH sleeping room. Garage door lazed o enin protection for wind borne debris shall meet 27 BUILT-UP GIRDERS AND BEAMS _ Emergancy escape and rescue opening shall open directly to the outside in detail the design, calculations, drawings, written statements of the mechanical, ANSUDASMA 115. Areas within hurricane prone regions: STAGGERED ON OPPOSITE SIDES W - 1 within 1 mile of the coastal high water line were the ultimate design 4-16d BOX b EXCEPTION: Grade floor or BELOW grade floor openings shall have air conditioning, ventilation.heating systems ( new, existing or upgraded) ( )• g g 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL ~ V C a net clear opening of not less than 5 square feet. stamped b a professional engineer if required b the Owner or Building Dept. wind speed is 130 miles per hour or greater. IRC TABLE CONNECTION 3-16d COMMON W O W p y p g q y g P RAFTER UPLIFT CONNECTION FROM WIND _•J � O (2). In areas where the ultimate wind design speed,is 140 MPH or greater. Z Z _J 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each 29 BRIDGING TO JOIST continuous run of treads or flight with FOUR OR MORE RISERS. RAFTER ROOF EXPOSURE C 2-10d BOX EACH END, TOENAIL A. EXCEPTION: SPACING SPAN W Q 0 Co VI Handrail Height measured above stair tread nosing, shall not be less than Wood Structural panels with a minimum of thickness of 7/16 inch (FEET) ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = 0� (,) W E 34 inches and not more than 38inches. All Handrails shall be continuous and a maximum span of 8 feet shall be permitted for opening 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING W ID •- the full length of the stair from a point directly above the top riser of a flight protection. Panels shall be precut&predrilled to cover the glazed openings ROOF PITCH ROOF PITCH TABLE R602.3 (1) C) I- -�-' to a point directly above the lowest riser of the flight. Handrails adjacent to with attachment hardware provided in the table below. z <5:12 2 5:12 <5:12 2 5:12 SPACING OF FASTENERS � W � = Imo.. a wall shall have a space of not be less than 1-1/2 inches between the wall 6 DIAMETER -►( Label all panels and store in a clean dry area of the house. DESCRIPTION N NUMBER AND TYP (� -J U) and the handrail. see IRC code for exceptions. Refer to Attachments shall be provided in accordance with the table 214 201 263 247 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING a IRC Code for grip size specifications. as follows: 16"O.C. 12 SUPPORTS GABLE END WALL FRAMING 16"O.C. 18 277 259 342 322 6d COMMON(SUBFLOOR,WALL) >-. ONSTRUCTION TYPE 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 30 3 8 2 Sd COMMON(ROOF) 6" SEE NOTE A 6" "I", "11", "III", "IV", OR"V" 16"O.C. 24 340 318 422 396 above the floor or grade below shall have a railing not less than 36 inches 31 19/32"_ 1" Sd COMMON 6" SEE NOTE A 6" in height. Railings shall have Top rails and Balusters and Bottom rails that are 16"O.C. 28 348 358 476 446 NO MORE THAN 4 INCHES APART. EXCEPT. the triangular openings formed REFLECTIVE RED by the riser,tread and bottom rail of the guard rail at the open side of a stairway PANTONE#t87 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-114"SCREWS TYPE W or S 7" 7" 0) are permitted to be of such a size that a 6 inch sphere cannot pass through. LU Open sides of stairs with a total rise of more than 30 inches above the floor or 16"O.C. 36 535 499 664 622 N � grade below shall have guards not less than 34 inches in height measured REFLECTIVE i6"O.C. 42 535 4ss ss4 s22 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" N Z vertically from the nosing of the treads. WHITE FIELD 16"O.C. 48 599 559 745 697 r-- EXTERIOR WALL WOOD STRUCTURAL PANELS Q 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window TO RESIST WIND PRESSURES TABLE R602.3 (3) Q UJ opening is located LESS than 24 inches above the finished floor and GREATER TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 P 9 NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 2 inches above the finished grade or other surface below on the exterior '�*' "- C0 J than 7 9 DESIGNATION FOR STRUCTURAL WOOD WALL NAIL SPACING m � Q of the building,the window must be provided with a window opening control device Applicant shall provide engineered wood placard TABLE 507.2 MINIMUM NAIL MIN WOOD w W U COMPONENTS THAT ARE OF 1/2 NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD LL W U) that compiles with IRC R312.2.2. Window (Opening Control Devices. TRUSS TYPE CONSTRUCTION on or adjacent to electrical inspection.STROKE PANEL SPAN RATING DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING (EDGES FIELD "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in GIRDERS AND BEAMS Pre-Engineered Wood Construction And/or Timber Construction JOIST SPAN 8d COMMON NAIL „ accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be for new dwelling and/or any addition,alteration CONNECTION (2.5"X 0131") 1.75 INCH 24/16 1/2„ 16 O.C. 6 12 installed per IRC R 302.12 thru R302.12.1 "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 DETAIL <6' 61"TO 8' '1"TO 10' 011"TO 12' shall be affixed on or adjacent to any electric box attached to the exterior "FR" I FLOOR AND ROOF FRAMING of the structure for field inspection 1/2"DIA.LAG SCREW 30" 23" 18" 5" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 h� Fireblocking materials R302.11.1 shall be as follows: & 1/2"MAX.SHEATHING I 1. Two=inch nominal lumber UNDER SECTION 602 OF THE BCNYS 1/2"DIA.THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS 2. 1/2"gypsum board 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance 36" 36" 34" 29" APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS M...� & 1/2"MAX.SHEATHING THICKNESS IF■'T-II with the 10 foot horizontal fireblocking in walls constructed using parallel FRAMING SPACING NAILS scREws TO WOOD FRAMING rows of studs or staggered studs. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS 12'1"TO 14' 4'1"TO 16' 6'1"TO 18' 1/L" CEILING EITHER DIRECTION 16"O.C. " 4. cellulose insulation installed and tested in accordance with ASTM E 119 or 7 12 5d COOLER NAILS WALL EITHER DIRECTION 16"O.C. " CLASS OF MATERIAL LOAD-BEARING PRESSURE 1/2"DIA, LAG SCREW i3 16 W N UL 263, for the specific applications & 1/2"MAX.SHEATHING 13" 11" 10" �� CEILING EITHER DIRECTION 16"O.C. 7" 12" CIS Crystalline bedrock 12,000 psf 5/$ 6d COOLER NAILS Sedimentary and foliated rock 4,000 psf 1/2" structural plywood WALL EITHER DIRECTION 16"O.C. 7" 12" Draftstoppping material R302.12 shall be as follows: Sandy gravel and/or gravel(GW and GP) 3,000 psf 1/2"DIA.THRU BOLT In combustible construction where there is usable space both above and Sand,silty sand,clayey sand,silty gravel and clayey gravel Panel, Attached to & 1/2"MAX.SHEATHING 24" 21" 19" TYPE"X" AT i-7/e"LONG 6d COATED NAILS OR o GARAGE CEILING ++ ++ EQUIVALANT DRYWALL SCREWS. SW,SP,SM,SC,GM and GC) 2,000 psf ++ 16"O.C. 6 6 + + v below the concealed space of a floor-ceiling assembly, draftstops shall be ( Frame in accordance 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH ^; installed so that the area of the concealed space does not exceed Clay,sandy clay,silty clay,clayey silt,silt and sandy silt with Table R301.2.1.2 HABITABLE ROOMS IRC SECTION R702.3.5.1 Q p 1,000 square feet. Draftstopping shall the concealed space into approximately (cL,ML,MH and CH) 1,50o psf LEDGERS SHALL BE FLASHED ��II I..� kn International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) I� CZ �n equal areas.. Draftstopping shall be provided in the following locations: a.When soil tests are required by Section R401.4, A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE r M the allowable bearing capacities of the soil shall be part of the recommendations. code Of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. W 4:1 P4-+ M O 1. Ceiling is suspended under floor framing. .� � 2. Floor framing is constructed of truss-type open-web or perforated members. 00 b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf A, WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS are likely to be present at the site, the allowable bearing capacity shall be SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO O i� 4 ' U s" determined by a soils investigation, GABLE END WALL FRAMING '--'WINDOW UNIT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGNIND � +✓��� y't�yL,�/ ` PLYWOOD STORM PANEL SNOW SPEED TOPOGRAPHIC SPECIAL B SUBJECT TO DAMAGE FROM BORNE WIND SIESMIC FROST WINTER ICE SHIELD AIR MEAN SHUTTER DETAIL LOAD (MPH) EFFECTS REWIND GION DEBRIS CEXPOSURE DESIGN ATEGORY CATAGORY WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL Q TEMP REQUIRED HAZARD INDEX TEMP ZONE DEPTH " Refer to General Notes for Panel 20 LBS 5140 NO NO NO M B g SEVERE 3'-0° TO HEAVY 15 YES NO 1500 or less 52.2 fastener requirements. .�•;� Q lrigg�0 p M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER GROUND SNOW LOAD IN ACCORDANCE WITH 2O17 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) OF tN4 ,R Simpson H2A Stud TABLE 602.10,5 FOR MINIMUM LENGTH OF BRACE WALL PANELS To Rafter TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Connector `— ; ; _ ; ; ; METHOD CS-GB: TABLE R602.3(1)& Typical Metal — — — — n — — — — — —1 R602.10.3(3)GYP.BD FASTENING. TOP PLATES TOP PLATES Strapping WINDOW HDR ,I 4'OC AT THE PANEL EDGES, DING at Openings I'I 1•I I• TOP AND BOTTOM PL BLOCKED ATES AND ALL f HOREWRIZONTAL (1 JOIINTS W OR S)'(BOTH SIDES) /8'TYPE Horizontally attached 'I I•I METHOD CS WSP: STUD BORED HOLE MAX. STUD plywood sheathing AS PER TABLE R602.3(3) BORED HOLE MAX. DIAMETER 60% shall have Solid Blocking •I I•I EXTERIOR SHEATHING ATTACHED •1 WITH 8d COMMON NAILS DIAMETER 40% (PERCENT)OF STUD @ all Plywood Joints ,I (0.131 X 2.5"LONG) (PERCENT)OF 0 DEPTH 0 1. NT 6"O. .ON EDGE AND 12" O.C. STUD DEPTH F— I I 1' BRACED WALL PANEL INTERIOR FINISH: _ 1`I I' SHALL BE MIN. 1/2"GYP.BD FASTENED TO MIN . TO MIN . TO MIN . 8" MI U I I I• WITH NAILS OR SCREWS IN ACCORDANCE TO EDGE TO EDGE TO EDGE TO EDGE W 1'I 1.1 WITH IRC TABLE R702.3.5 OR NOTCH MUST NOT NOTCH MUST NOT r �l I.1 II I' TABLE R602.3(1)FOR EXTERIOR WALL EXCEED 25 % 0 EXCEED 40% 0 J . ,_, ,, ,_ _ ,I, _ J. SHEATHING . . . . . ... . . . . ... . ._ _. (PERCENT)OF J — — — — — — I• ALL HORIZONTAL PANEL JOINTS STUD DEPTH Corner Holdowns Q I (PERCENT) OF o o I I STUD DEPTH Refer to plans '1 I'I I'1 NSHALL OCCUR OVER AILED O COMMON AND BE 0 BORED HOLES SHALL for locations N �I I I - I 1 I• OR BLOCKING WITH WITH PANEL t— IF HOLE IS BETWEEN NOT BE LOCATED IN if required � ,I �1 N ICI I� EDGE-NAILING IN ACCORDANCE z 40%(PERCENT)AND INTERIOR��` WITH THE IRC SECTION R602.10.10 '^ BORED HOLES SHA a THE SAME CROSS •I I'I 1'1 1• U) NOT BE LOCATED INJ 60/a(PERCENT)OF SECTION OF THE CUT SPACING STUD DEPTH THEN ICI I� THE SAME CROSS STUD MUST BE DOUBLE OR NOTCH IN STUD RIM JOIST SECTION OF THE CUT NO MORE THAN TWO .1 I I I I I, 2 x 4 or 2 x 6 STUD WALL 0 ' OR NOTCH IN STUD SUCCESSIVE STUDS 'I I•I I•I I` 2 X BOTTOM PLATE w 0 ARE DOUBLED n �I ICI ICI I• AND SO BORED Sill Strapping ,I I I I I Q Q F_ See details on 'I I•I I,I EDGE SPACING -6" Q _3this page. �'1- TYPICAL ELEVATION Q w 0 FIGURE WALL TO HEADER STRAPPING .3(1) FIGURE R6 (2) N.T.S. FASTENING REQUIREMENTS FOR IRC FIGURE RE R6 R602.6(1)NOTCHING AND IRC FIGURE R60 R602.6(2)NOTCHING ANDLL BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 1 WALLS AND BEARING WALLS NON-BEARING WALLS 2 BRACED WALL PANEL AS PER Q O 3 TABLE R602.3.(3) Z W Z O � wS � � W0 1-1/4" galv. x 20 gage N (D coil strap with (5) 8d common SIMPSON H2A CUT STAGGERED nails in each end at each rafter. at each Rafter. With y LENGTH FASTENERS 12" Min SEE TABLE 507.2 N IN 2 ROWS (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o 2.y tm PROVIDE @STRUCTU L RIDGES (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field U o E Each Rafter on Each side _ =E 2� ° 6.2 Uo O O o 5.5"MIN FOR 2X8 (5) 8d x 1-1/2" nails in Stud Nails spacing - (U r °o 5"MAX 6.5"MIN FOR 2X10 of Ridge to have a p 9 Nailing-See Nailing o ° ° ° °f ,, CLEAR Simpson LSU skewable hanger 0-8 y M g 2 iT o ° 7.5 MIN FOR g � U.r - m 2Vc2mc © © o po Schedule Dw -1 ; =o a E Z: O 0 0� U_3 V7 U 11 d N �L C O > Q O•p C O _ 1-1/4 x 20 Gage Metal Coil °z 2 o s ue - 3 n 2' MIN 3/4 MIN g o a *2m o Use 1-1/4 MetalL LAG SCREW ORTHRU-BOLT " Coil Strap 20 Gage LEDGER BOARD ° Strap with (5)-8d common nails g ° 4 ° - 12" Min (5) 8d common nails ,° Look Out Blocks L a= _ y o o 3 o in each end. catch jack studs _ = t ;, y o in EACH END at ° and window or door Header. 5 ° ° O o ° Less than 2 ° ``V w = ° M°°2 EACH Stud. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Typical each side and ALL Gable End Wall _= E : o orE Equal �4, a= yam =u = $d @ 6" oc Along PER FIGURE R507.2.1,(1)OF 2015 IRC CODE windows and doors. to 12" v n E M d'D 0 0 g w ° a Braced Wall Panel FIGURE R602.10.8(1) *Distance can be reduced to 4.5" RAFTER-TO-STUD CONNECTOR & If lag screws are used or bolt JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS WALL TO WALL STRAP spacing is reduced to that of RAFTER TO RIDGE STRAP IRC 802.3.1 NTS lag screws to attach 2x8 IN LIEU OF RIDGE STRAPS NTS (' NTS ledgers to 2x8 band joists(1/2" PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. stacked washers not permitted) LOCATED IN THE UPPER THIRD NOTE; 8d COMMON NAILS ARE Z Z 4 5 �' OF THE ATTIC SPACE AND ATTACHED 7 2-1/2" LONG J TO THE RAFTERS WITH 4-8D NAILS 8 EACH END O Qw J O (- EXISTING NEW SIMPSON BSC WS4-1 .1 One-Hour Fire-Resistive Wood Wall = CONST. GALV.DECK HANGER / SIMPSON LUS28 @ 2X8 Assembly POST TO HEADER CONNECTOR 2x4 Wood Stud Wall - 100% Design Load - ASTM E SIMPSON ABU POST 119 / N FPA 251 2X RT.LEDGER; MUST BE GREATER THAN 4"TREATED POST TO CONCRETE BRACKET OR EQUAL TO DEPTH OF DECK JOIST AND SIDE COVER 2"MINIMUM NO GREATER THAN THE DEPTH OF THE RIM JOIST °' ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2-1/2"GALVINIZED CARRIAGE BOLTS I GALV LAG SCREWS PER IRC TABLE R507.2 AND OR SIMPSON SD STRUCTURAL PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) GRADE CONNECTOR SCREW 4 O see Schedule on DWG-1 ADHESIVE ANCHORS:HIGH-STRENGTH N M W tip of lag screw shall fully extend beyond 2 the inside face of the band joist. EPDXY ANCHORING ADHESIVE FOR 3 cl N O USE WITH THREADED ROD r- N Z Z MECHANICAL ANCHORS;SIMPSON < WEDGE-ALL WEDGE ANCHOR r< , Q 1/2" PLYWOD SOFFIT ? •n•!� � +. *.r.•. • ti • .ti •,r,.+• : .s..�•� •.l'.r�+•:�'. • is " • ,�. •� W.• '" • •s FOOTINGS MUST FOOTING DIAMETER � W - F T 12 DI m W Q \ 3/8"DIA.LAG SCREW PREDRILLED BEAR ON SONOTUBE LWL W U TO CENTER OF TOP PLATE,STUD UNDISTURBED BEAR FOOTING ON OR HEADER SOIL VIRGIN SOIL 36"MIN. BELOW GRADE :`Yf d'.".:rti•" �.• r•.� 4 •4 ' tlti,.�., w1L !}`: tit •' M rye'•a y .ti LEDGER BOARD ATTACHMENT TO BAND JOIST 9 NTS P.T. POST TO CONC. PIER CONNECTION 2 MZ O NTS �} 1. Framing-Nominal 2x4 wood studs, spaced 16 in. o.c., double top r'+ plates, single bottom plate 2. Sheathing-5/8 in. Type X gypsum wallboard, 4 ft. wide, applied ct horizontally. Horizontal joints are unblocked. Horizontal application rr ll a of wallboard represents the direction of east fire resistance as V r„ ~ opposed to vertical application. Z o r-+ �° 3. Insulation-3-1/2 in.thick mineral wool insulation (2.5 pcf, M � nominal) 4. Fasteners-2-1/4 in.#6 Type S drywsll screws, spaced 12 in. o.c, l 1 0 � 4o 5. Joints and Fastener Heads-Wallboard joints covered with paper tape and joint compound, fastener heads covered with joint compound O U Tests conducted at the Fire Test Laboratory of National Gypsum -- iPD AFC Research Center �,� Test No: WP-1248 (Fire Endurance) March 29, 2000 , WP-1246 (Hose Stream) March9, 2000 /j� s 4.ei% Third Party Witness: Intertek Testing Services Report J20-06170.1 ;:; 0"� 010a1�' y6 0 FOF I MANUFACTURED LIGHT ENCLOSURE ATTIC INSULATION EIING FRAMING CONTINUOUS BEAD OF SEALANT SUBFLOOR GLUED,CAULKED OR GASKETED TO RIM JOIST/RIM CLOSURE SEALANT EXPANDING FOAM SEALANT ,ONTINUOUS BEAD OF SEALANT SEALANT RECESSED LIGHTING FIXTURE DRYWALL CEILING AIR BARRIER AT FOUNDATION TO BAND JOISTS AIR SEALING AT PREMANUFACTURED RECESSED LIGHTING FIXTURE �., O "„yam r`"^w , .Myw ..4. y,,,a..wsm. •& Eave baffle installed - • adjacent to soffit and eave Table R402.4.1.1 Air barrier and insulation installation. vents. Baffle shall extend over w.. '" t z I € max.,,:, the top of the attic insulation Q J as per IRC chapter 11 TYP. ROOF CONST i � w O TABLE R402.4.1.1 (R40202.3) AIR BARRIER AND INSULATION INSTALLATION ! Q V 2 x CJ W/ INSULATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa ENERGY NOTES Typ Fascia AS PER DRAWINGS "�} J General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Soffit See ' OR HERS RATER (S requirements in the building envelope. Const. DwgS Exterior thermal envelope contains a �- continuous air barrier. ADDITIONS &ALTERATIONS: SEALANT l W QILL SHALL BE IN ACCORDANCE WITH 2O17 NYS CODE SUPPLEMENT t W Q CL Q Breaks or joints in the air barrier shall be Typ. Exterior wa `? l sealed. APPENDIX J FOR EXISTING BUILDINGS SECTION AJ104 ENERGY EFFICIENCY See Const. Dwgs ! f t O z z i � Cl- W z Cavityinsulation All cavities in the thermal envelope shall be filled with insulation.The i - I. k Y p Additons, Alterations or renovations shall conform to the provisions of Section N1107 ' u Q W installation density of the insulation shall be at the manufacturers'product as they relate to new construction without requiring the unaltered portion(s) of the e ' CY recommendation and said density shall be maintained for all volume of each cavity. Batt type insulation will show no voids or gaps and existing building to comply with this chapter. maintain an even density for the entire cavity.Batt insulation shall be RAFTER SEALING AT ATTIC EAVE installed in the recommended cavity depth,Where an obstruction in Design in accordance with SECTION N1102 (R402) Building thermal Envelope the cavity due to services,blocking,bracing or other obstruction prescriptive compliance. Building envelope shall conform to Table N1102.1.2 o exists,the batt product will be cut to fit the remaining depth of the EXTERIOR WALL AIR BARRIER SEALING EXAMPLE �- E `� insulation and fenestration requirements by component. o ° m y cavity.Where the batt is cut around obstructions,loose fill insulation �,:_ ° > shall be placed to fill any surface or concealed voids,and at the w€ r N y o w manufacturers'specified density.Where faced batt is used,the All heating and cooling systems shall conform to N 1108 (R502)Additions. smt9 o installation tabs must be stapled to the face of the stud.There shall be LOW DENSITY SPRAY FOAM a.. R z a g m no compression to the batt at the edges of the cavity due to inset The Buildingenvelope of the addition shall comply with sections INSULATION R VALUE IN _ — %' 0 _ w ° stapling installation tabs. p p y ACCORDANCE WITH o ° ° y Y .- N1102.1- Building thermal envelope see table N1102.1.2 Rigid Foam or � Insulation that upon installation readily conforms to available space N 1102.2 - Specific insulation requirements N1102.3.1 - N1102.3.5 Fenestration Wood Blocking HERS REPORT �,;: t N 3 = In 3 0 3 ' a o a o c °r m a� shall be installed filling the entire cavity and within the manufacturers and N 1102.4 -Air Leakage (mandatory) leakage rate shall not exceed 3 air as backdam TYR ROOF CONST. _ ° ° a y a y 2 density recommendation. '" y N S' �'" `t changes per hour as tested by a certified HERS rater. �-�-M..-f-� �� r=•� � N��f 3� s Ceiling/attic The air barrier in any dropped The insulation in any dropped ceilinglsoffit shall be aligned with the Roof underlayment 2 X CJ W/ INSULATION - "fr "��', ° ° L° ceiling/soffit shall be aligned with the air barrier. N 1102.4.2 Fire laces• New wood burnin fire laces shall have: flue dam ers or doors sealed to drip edge ` �- rn y m E N insulation and any gaps in the air barrier p g p p : ;:" AS PER DRAWINGS _ ca z.� a yUi and outdoor combustion air. Doors on factory built fireplaces shall be labeled and listed OR HERS RATER Stanch line take-offs and joints -- 0 =110 g 8 sealed, w m ff FL— coo E c,o n in accordance with UL 127, the doors shall be tested and listed for fireplaces. Typ Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. N 1102.4.5 Recessed Lighting: Shall be seated to limit air leakage. Soffit see SEALANT - I shall be sealed. Const. DW9S All recessed lights shall be IC-rated and labeled as having air leakage rate <2.0 cfm. non-vented Q Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated All recessed lights to be sealed with a gasket or caulk between light and ceiling. plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal top plate and top of exterior walls shall be resistance of R-3 per inch minimum. N 1103 S sections Systems; Heating and cooling systems shall comply with secti M �+, sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be Typ. Exterior wall installed in substantial contact d continuous alignment with the it N1103.1 N1103.2 N1103.3> N1103.5 and N1103.E See Const. Dw s barrier. ••- -._.,.._a_..__.-.._---"._.,�.�__.�..�.___._z.�, "..`...-.w...�.._.__ ._r.� - —Q� —J Q W � Windows, skylights The space between window/door jambs N 1103.1 Controls (Mandatory) at least one programmable thermostat shall be OPTIONAL- RAFTER SEALING AT ATTIC EAVE W and doors and framing and skylights and framing provided for each separate heating and cooling system. WITH SPRAY FOAM INSULATION 0 shall be sealed. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. N 1103.3 Ducts; in accordance with N1103.3.1 - N 11033.3.5 Q Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain Supply and return in attics shall be insulated with R-8 Minimum were greater above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor than 3 inches in diameter and R-6 where less than 3 inches in diameter cantilevered floors) framing cavity insulation shall be permitted to be in contact with the Supply and return in other areas shall be insulated with R-6 Minimum were greater topside of sheathing or continuous insulation installed on the than 3 inches in diameter and R-4.2 where less than 3 inches in diameter underside of floor framing and extend from the bottom to the top of all perimeter floor framing members. Approved window N1103.2 Sealing (Mandatory): Ducts, air handlers and filter boxes shall be sealed opening limiting device Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be joints and seams shall comply with Section M1601.4.1 of the IRC. shall be covered with a Class I,black permanently attached to the crawlspace walls. LLI 0 vapor retarder with overlapping joints N I­_ed. N1103.3.3 Duct Testing (Mandatory): Ducts shall be pressure tested by a rough-in / T C O taped. test or post construction test by an approved HERS rater. Shafts,penetrations Duct shafts,utility penetrations,and flue -______ __________ ___ _________ shafts opening to exterior or N1103.3.4 Duct Leakage: total leakage shall be less than 4cf per minute per 100sq ft. n 'Window ? UJ UJ Q unconditioned space shall be seated. of condition floor area where the air handler is installed at test time. (ss•in2 C units) 4"sphere cannot Approved window fall prevention m Q pass through device(conform to ASTM F 2090) > N 1103.3.5 Building cavaties: Framing cavities shall not be used as duct or plenums. _ Finished Floor Height LL. to Narrow cavities Batts in narrow cavities shall be cut to fit and installed to g 9 p � Height Above the correct density without any voids or gaps or Finished Floor compression,or narrow cavities shall be filled by N1103.4 Mechanical system piping insulation (Mandatory): Mechanical system piping Height Above insulation that on installation readily conforms to the insulation carrying fluids > 105 F degrees or< 55F degrees shall be insulated with R312.2 WINDOW FALL PROTECTION DIAGRAMS Finished (Grade Finished Floor Z available cavity space. R-3 Minimum. TOP OF THE WINDOW SILL SHALL Garage separation Air sealing shall be provided between the garage and BE A MINIMUM OF 24"ABOVE THE FINISHED p N1103.5 Service Hot Water Systems: shall include: Heated water circulation and FLOOR AND GREATER THAN 72"ABOVE THE FINISHED T h conditioned spaces. y GRADE OR OTHER SURFACES BELOW ON THE Finished Grade Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal temperature maintenance systems (Mandatory), circulation systems, demand EXTERIOR SIDE OF THE BUILDING.SHALL envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. recirculation Systems, pipe insulation COMPLY AS FOLLOWS: F� Plumbingand Batt insulation shall be cut neatly to fit around wiring and 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW y g A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: wiring plumbing in exterior walls.There shall be no voids or N 1103.6 Mechanical Ventilation (Mandatory): provide ventilation as per M1507 WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH gaps la io readily conforms s tocut to availablet. pace shall of the IRC. Exhaust vents from bathrooms and toilet rooms shall directly to the ASTM F 2090. THE OPENING DEVICE AFTER OPERATION installation readily conforms to available space shall outdoors. The shall not discharge irto attics, Crawl spaces or inside the building. 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL � � .—, extend behind piping and wiring. y g p g• PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW �+ G Whole-house mechanical ventilation systems shall be designed by the mechanical OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 w exterior wall showers and tubs shall separate them from the showers and insulated. � � � Z O tubs• contractor or 3rd party energy consulant in accordance with IRC sections M1507.3.1 - M1507.3.3. provide design per M1507.3.1, manual „� H in � Electrical/phone The air barrier shall be installed behind electrical or > cn box on exterior wall communication boxes or air sealed boxes shall be installed. override controls per M 1507.3.2, ventilation rates per table M 1507.3.3(1) of the IRC. W ,� P4 .0 0 moo -0 HVAC register HVAC register boots that penetrate building thermal CERTIFICATE (MANDATORY) N 1101.14 (R401.3) N1104.1 Lighting ( Mandatory): Not less than 75 percent of the lamps in permanently a/ boots envelope shall be sealed to the subfloor or drywall. installed light fixtures shall be high-efficacy lamps. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE O o � Concealed When required to be sealed,concealed fire sprinklers shall BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE � `n sprinklers only be sealed in a manner that is recommended by the FURNACE IS LOCATED. O R-VALUES FOR CEILING/ROOF, manufacturer. Caulking or other adhesive sealants shall not - "" be used to fill voids between fire sprinkler cover plates and THE CERTIFICATE SHALL LIST THE FOLLOWING: ,;�rrt�D C, walls or ceilings. ��'� ���� WALLS, FLOORS FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC),AND DUCTS. t IC insulation contact. ��` Q � :� �. a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. , Qrdri10 1y©fix �. OF TYPE AND EFFICIENCIES OF HEATING, COOLING, meµ` WATER HEATING EQUIPMENT. SMOKE AND CARBON MONOXIDE ALARMS FOR R312.2 WINDOW FALL PROTECTION NOTE: BRACING METHOD REPAIRS, ALTERATIONS AND ADDITIONS: CS-WSP CONTINUOUS SHEATHING In accordance with IRC Appendix J TOP OF THE WINDOW SILL SHALL WOOD STRUCTURAL PANEL When repair work, alterations,interior alterations BE A MINIMUM OF 24"ABOVE THE FINISHED DETAIL #1 ON DWG-2 and additions requiring a permit occur, FLOOR AND GREATER THAN 72"ABOVE THE FINISHED GRADE OR OTHER SURFACES BRACED WALL NOTES: the dwelling shall be provided with smoke alarms BELOW ON THE EXTERIOR SIDE of THE REFER TO DETAILS ON DWG-2 and Carbon Monoxide Alarms located as required BUILDING. SHALL COMPLYAS FOLLOWS: FOR HOLDOWNs,STRAPPING,BRACED WINDOWS, EXTERIOR FRENCH & SLIDING DRS for NEW DWELLINGS and shall be interconnected WALL DIAGRAMS AND DWG-1 R312.2.2 WINDOW OPENING CONTROL DEVICES: FOR NAILING SCHEDULE. ALLBRACED Plans indicates ANDERSEN series 400 Tilit Wash and hard wired. WINDOW OPENING CONTROL DEVICE SHALL WALL PANELS SHALL BE FULL-HEIGHT Model Numbers and shall be In accordance with IRC R609 Except as per NYS Supplement Appendix J SECTIONS OF WALL WITH NO VERTICAL COMPLY WITH ASTM F 2000. THE OPENING OR HORIZONTAL OFFSETS. To be designed & installed as per manufacturers DEVICE AFTER OPERATION TO RELEASE THE 1. BRACING REQUIREMENTS ASPER TABLE R602.10.3(1)FOR 140 MPH specification for 140 ultimate design wind speed DEVICE SHALL ALLOW THE WINDOW TO 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 and IRC Table 301.2(2), 301.2(3) FULLY OPEN TO MEET THE CLEAR OPENING 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 AS REQUIRE TO MEET EGRESS R310.2.1 4. EXTERIOR AND INTERIOR WALLS PARALLEL TOABRACED WALL LINE Provide HP LOW-E4 glass; U = .30, SHGC = .29 SHALL BE OFFSET NOT MORE THAN 4 FEET. EGRESS: shall meet R 310 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. WINDOW FALL PROTECTION: shall meet R312.2 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH Substitutions made upon meeting Code. END OF A BRACED WALL LINE 7, THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL See page one, general notes for additional PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE code requirements. ENCLOSED PORCH " •------------------------------------------+ ' R602.10.2.2 O I I I , PROVIDE SOLID BLOCKING FOR FUTURE GRAB BARS z .. 1 1 1 I I 1 1 I 1 1 1 I Q _J SIMPSON DTTZ2 , , , , , W O HOEDOWN i'.' ALLOWABLE 15'-8" i LOAD: 1825 LBS 11 CV 1 1 1 1 1 I I I 7I-0 M 1 1 1 1 Q 7'-1011 7'-1011 -----; -------------------------------------------; ---- DHP41052 TW2852T — — — so"CS-wsP 1 51 ,1 Q 1 I 2-2x8 ,_ „ 3 I z irk '� o cn 14 9 � � ~ x HANDICAPPED METAL 3/4 HR FIRE RATED W �— O lLO 5'/z' " 5'/z" � I WITH SELF CLOSUREFRONT PARLOR ,- _ l� 2x6xCOL ART EFTERS, @ 166'oc I N ACCESSIBLE o Q O @ @ATt1S1� �' O z z 7 - 1 , , , , I= A I 5/8"FIRE RATE � W Z 3-2x8 RT.GIRDER FLUSH TYR PIER 1 , I I O W 1, O I I I 1 I , 0 3.. I SIMPSON DTTZ2 � NEW vai I CELINGON c`To FOOTING ; ; ; ; HOLDOWN LIVING M Iz = SEE DETAIL 11 cn - ol I�J J 'I ON DWG-2 i i i i A I rn ✓ LOADW1825 LBS AREA v I \ 4'-0"t /'� (1r�1 O I" I I I I I vJ- — — — — — — - `'' ' 5'/21' LL CV v c ('°° o ° 'I ; ; ; 6 N TW28210 CLOS I N I I I I — — — — — — U. jam- — — -- — — - 31_011 M I I 1 1 � WI-- — - O I t Q II 1 1 1 1 I z � j 0 1 1 I 1 I \� , i o t l 6 l I ' ' ' ' I REMOVE EXIST I � �► 11'-0" 1 1 I 2'-0" I SIT NEW JOISTS ON I rn m °c, I' EXISTING SILL PLATE 'I ; ; I �IVALL ��,L( � O o 3-0 L _ E o a ------ ---------------------------------------------------- ----------+ I I I Z e Tl--- -- I `L' r 5/8"FIRE RATED of a—c=i o c ° c , REV:7/15/19 � � C �"� m a � vyy' m m a zm OI ` ' '-' � IGYPBDON - iV ATHROOM a� c � a ad � co � I o 0 0 AHR FIRE RATED c-%'� m rn 2�w ___-_+ , , , _ Z 1 (Jd CEILING , _ ° ---------"-'------- "----- , , , , - — W - METAL DOOR&FRAME Jg;r c z o `o N m 0 o i I ao 3 I - _ _ - - _ NEW 12"LVL RIDGE W r I m o o ° 5 o.. o n I O my2co mu, g ° C3 I 1 -+�— WITH SELF CLOSURE m m 1 1 i i i i Z I �- S oL m o 3 t c c�3 `o 1' LIVING > O (�) -- m I 1 I I I I CO / \ X W CO \� '� o 0 o p °.c.� m t N Of 7-2t c n mmm.- ROOM 11 m 1 m._ - - 2 s OV I I I 1 I o0 doom � d.� lo= � O I / I \ REMOVE EXIST 2-6 m m c c - m of � LL = i i i i 1 WALL Z O , ,, 3-2 v c c.o o. y o L y.o t Z I I I I of m" cE _ EXISTING `� I / 3-1/Z"x s 1/z I LVL FLUSH tD 11 I 14;0 LIBRARY _�_ _ - L L E 2 42, o c O 1 1 1 , I 1 " N 1 I tom•- m m CRAWL SPACE I \ , , 5-6 N @� zc amcmcmo REV:7/15/19 m m m m c nE m lug 8L_Z — , , EXIST( G , , a — — ' _ — _ EXISTING m °1 o t m (~/—) � W ' BASEMENT ' ' — — — — — — FIREPLACE U �mC � mEc�oa. 1 � W 1 1 I I (� C O ❑ I TI A I R W 1 I I I I U I I ; N ( N J NEW _-- _________ _____+ qt 00 LIVING BEDROOM #1 1 1 (n o I� N AREALUC I I _ ' �-I----- qt N-- ----+1 •- ------- •-----------------------------+ I i i _ Z lM N 1 I Z ll SIT NEW JOISTS ON it �___ _______, o W� EXISTING SILL PLATE 2x10 RAFTS @ 16"OC I ll II- __-----_-, = 2x6 COLLAR ,IES @ 16"oc _ 26 ,I ll �I ------ -- 1 I 1 o I o_ o I � 1 t 1 1 ALL EXISTING FOOTINGS SHALL BE U o I1= =II FIELD VERIFIED THAT A MINIMUM I ,� U)I I I I I I � � l N Z OF 16"X 8"CONCRETE FOOTING rn I U_ LL l IS PRESENT AND THAT IT IS 36" I I , 1 48"CS-WSP - I X ao I BELOW GRADE MINIMUM. 48"CS WSP ' -�- --�--�- L — I KITCHEN I I Cl' II 1 1 1 1 1 1 1 I M I I I l l l l t I I I11 1 1 ------; �_3-2x8 RT.GIRDER FLUSH _, � _____________________________ ____ _ P.PIER , , 1 � p FOOTING i ---- --------------------------------- ON W SEE DETAIL , , , , IL DWG-2 ; Z Q N H FIRE RATING CALCULATIONS PER IBC 722.6 WOOD ASSEMBLIES N N O ' Fire Tests In accordance with ASTM Ell �' W z KEY >_ N0) a EXISTING 2X8 FLOOR SYSTEM 1 HOUR FIRE RATED Q g'_5��" EXISTING 2 X 4 EXTERIOR WALL < W N ` Ak FLOOR SYSTEM AS CALCULATED PER IBC 722.6 WOOD ASSEMBLIES 1 HOUR FIRE RATED SYSTEM AS CALCULATED PER EXISTING WALLS 722.6 General,This section contains procedures for calculating IBC 722.6 WOOD ASSEMBLIES U) LO —J I 1 1 the fire-resistance ratings of walls,floor/ceiling and roof/ceiling assemblies 722.6 General.This section contains procedures for calculating I t n (7���1 NEW WALLS m ti Q based in part on the standard method of testing referenced in Section 703.2. p g W W 1 1 1 1 the fire-resistance ratings of walls,floor/ceiling and roof/ceiling p r, N LL � 722.6.1 General assemblies based in part on the [ _ _ _ _ ] WALLS TO BE REMOVED i i + This section contains procedures for calculating the fire-resistance standard method of testing referenced in Section 703.2. (GENERAL EXISTING CONDITIONS NOTE: ratings of walls,floor/ceiling and roof/ceiling assemblies based TABLE 722.6.2(1) in part on the standard method of testing referenced in Section 703.2. Time assigned to wallboard membranes; ALL EXISTING DIMENSIONS AND CONSTRUCTION ; ; ; ; 1-layer of 5l8"Type X Gypsum wall board 40 min Z WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, 722.6.1.1 Maximum Fire Resistance Rating Interior side of existing 2x4 wall. H AND FIELD MEASUREMENTS. ; Fireresistance ratings calculated for assemblies using the methods 5d wallboard nails at 6"o.c.end joints of wall ALL MEASUREMENTS SHALL BE VERIFIED BY t , , in Section 722.E shall be limited to a maximum of 1 hour, board centered on joists. rrh� CONTRACTOR PRIOR TO RENOVATION,ORDERING i i TABLE 722.6.2(1) V MATERIALS AND START OF CONSTRUCTION.CONTRACTOR ' ' ' ' TABLE assigned for 1 I 1 I Time assigned to wallboard membranes; IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. I ' 1 EXISTING:1-layers of 1/2"Gyp Bd 15 min Time assigned for contribution r. wood framing; ARCHITECT DID NOT MEASURE INACCESSIBLE AND ' ' ' ' Wood Studs16 inches on center. 20 min I 1 I I NEW 1 -layer of 5/8"Type X Gypsum bd 40 min CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN I I I I I TOTAL TIME 60 min INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY , , , 1 TABLE 722.6.2(2) ARCHITECT OF CONDITIONS. Time assigned for contribution of wood framing; W cV OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF , , I 1 Wood Floor and Roof joists 16 Inches on center. 10 min EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. TOTALTIME 65min PARTITION SCHEDULE -------------------------- 1ST FLOOR PLAN ------------- NEW 2 X 4/2X6 INTERIOR WALL 1 HOUR FIRE RATED SYSTEM SCALE: 1/4" = 1'-0" EXISTING EXTERIOR WALL - NON FIRE RATED AS CALCULATED PER IBC 722.6 WOOD ASSEMBLIES i� o� 722.6 General.This section contains procedures for calculating the fire-resistance U ratings of walls,floor/ceiling and roof/ceiling assemblies based in part on the S Smoke Detector IV V EXISTING EXT. WALL W/ 1 HOUR FIRE RATING �iy .> M standard method of testing referenced in Section 703.2. 0 Carbon Monoxide Detector oo TABLE722.6.2(1) co Refer to DWG-1 General Notes NEW 1 HOUR FIRE RATED INTERIOR PARTITION o Time assigned to wallboard membranes; U 1-layer of 5/8"Type X Gypsum wall board 40 min In accordance with Section 915 of the � FOUNDATION PLAN each side of existing 2x4 wall y EXISTING INTERIOR WALLS - NON FIRE RATED (x ,1 _ 1 „ 5d wallboard nails at 6"o.c.end joints of wall 2015 IFC as amended b the NYS SCALE: 1/4 = 1 -0 board centered on joists. uniform code supplement NEW EXTERIOR WALLS - NON FIRE RATED p�O AFDC U TABLE 722.6.2(2) pt' / FOUNDATION WALL KEY Time assigned for contribution of wood framing; �P>> J f//G < Wood Studsl6 inches on center. 20 min AREA SCHEDULE REFER TO DRAWING -3 FOR ONE HOUR WALL ASSEMBLY ���0 TOTAL TIME 60 min NAME AREA LOB EXISTING FDN WALLS 1st FLoor Area Addition 209 sq ft. Apartment Calculations err NEW FDN WALLS Existing 1st Floor Area 1346 sq ft. _ Existing 2nd Floor Area 722 sq ft Existing House: 2068 sq ft x 40% allowable apartment area �� ] FDN WALLS TO BE REMOVED Total 1st Floor Area 1555 sq ft. = 827 sq ft area allowable accessory apartment00 ��yo Area of Apartment 638sgfr 638 sq ft actual area of accessory apartment EXISTING 0 >- DWELLING z z o � V O 00 � J ~ 12 Q GUTTERS & LEADERS 7 0 AS REQUIRED FLASH 0 Cn TYPICAL17%.flW O (L To f Plate O Q Z O EXISTING 0- se W Z CEDAR PERFECTION EXIS NG DWELLING Q cy) W SHINGLES TO MATCH DWE ING EXISTING EXISTING 0.. N (D f-- co BRICK CHIMNEY N C Ey C N To Subfl or w_V .p � E L a r Top of Found on 0O C V C -p C pCp 2' n � C fd t0 O N y Y aU > m I I I t I I 6 8 a0 °c c5 E2 j E Top of Footing EXISTING GRADE �, w -4- 2 L r `- - - g 1 - - - - - - - 1 - - - I - - - - - - - - - I I m _.. — — '� I I L=•- - � N m��•3 oE a� c aL o o m `o Bo of c o d�O CO'�C C C� �•U� 0. L V N y W U E ? O D y I I I �b' z.c'L ¢ymo d c aE m my 8w y Footing I I I - 0 ='aM0 en co IL— aEo 36" below E� — — — — — — — — — — — il — — — — — — — — — — I� Grade Minimum REAR ELEVATION SCALE: 1 /4" = V-0" EXISTING ROOF - - EXISTING - DWELLING rn 0 o N F- N CONT. RIDGE VENT F EXISTING N Z DWELLING a >- �" °' cn CONT. RIDGE VENT �'\" o Ncl) w EXISTING ROOF 12 m Q GUTTERS & LEADERS EXISTING ROOF W � U AS REQUIRED 7 TYPICAL IIIIII [ IIIIIIIIIIII III HII [ ills, Top o PlateHIM _ CEDAR PERFECTION EXISTING ~ SHINGLES TO MATCH DWELLING EXISTING L.1111 jL=J101 17777= CN N A-+ Top o Subfloor Top of oundation '� U �., o EXISTING GRADE I ' I I EXISTING GRADE I o ,� M � w I I �I - - - - - - - - - I� Bottom of l ( I I I - - — — — — — — — I - - — — — — — — — — — — — I "' � � � CIO , Footing l I I I L - - - _ - - of ofFooing O �J � I I I 36" below I I I Grade Minimum I EXISTING HOUSE NE ON / - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - 1 - - I , e - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � C - - I - - - - - - - - - - - - - - - - I - - � HI RIGHT ELEVATION FRONT ELEVATION , r5 ,� _ SCALE: 1 /4" _ 1 �-0,1 SCALE. 1 /4 - 1 -0 � V�FOF NE`� t CODE COMPLIANCE STATEMENTS: TYPICAL NEW ROOF CONSTRUCTION 1. The windows selected for this project shall meet Class AAsphalt Roof Shingles w/ the egress requirements of R310. fasteners per manufacturer's specification 2. All windows shall meet Section R308 Glazing and and IRC 2015. R308.4 Hazardous locations. Ice & Water barrier as per IRC section R905.1.2 3. Windows were required shall meet the Window Fall (Note: Double underlayment is required protection requirement R312.2. for Roof slopes between 2 on 12 and 4 on 12) 4. Bathroom windows shall meet the hazardous Framing As per plans with 1/2" exterior grade glazing requirements as per R308.4 span rated structural plywood Sheathing, 5. Stairs, landings, railings & guards shall comply Nail to framing in accordance Fastener with R311 & R312 Schedules & Strapping per detail sheet(s). 6. Outside lighting shall comply with RE 3803.3 Flashing per IRC R905.2.8 7. Stairway illumination shall comply with R303.67 and R303.8 TYPICAL NEW SOFFIT CONSTRUCTION, 8. Fireblocking shall comply with R302.11 thru R302.11.2 MATCH EXISTING EXIS ING O OF 9 .Draftstopping shall conform to R302.12 thru R302.12.1 SELF-ADHERED MAtch overhangs-typical ICE BARRIERS; . . SELFDHERED POLYMER MODIFIED O 10. Flame spread and smoke-developed index for walls BITUMEN SHEET USED IN PLACE OF 6" fascia & 6" rake boards.and ceilings shall compy with R302.9 thru R302.9.4 NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF Trim wood in aluminum or use "azek" or equal Z 11. Flame spread and smoke-developed index for ALL ROOF SURFACES TO A POINT NOT Metal drip edge per IRC R905.2.8.5 C) insulation shall compy with R302.10 thru R302.10.5 LESS A WALL LINE OF THE BUILDING.24 INCHES INSIDE THE 11" continuous vent strip in Azek soffit z 0 11. Recessed lighting fixtures rated for ON ROOFS WITH SLOPE EQUAL OR GREATER O J membrane penetration shall meet ASTM E119 THAN 8/12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG TYPICAL NEW EXTERIOR WALL �" W O and Flre Stopping as per ASTM E814 or UL 1479 THE ROOF SLOPE FROM THE EAVE EDGE OF THE 2x6 Doug-Fir Wood Studs @ 16" oc. (� _ 12. Exterior Decks shall comply with R507. BUILDING Double top Plate and Single Sole Plate. 0 Q �-- 1/2" exterior Grade - Span Rated 0 "-J 0 Continuous Structural plywood Sheathing. Q 0 Fastened per Fastener schedule. R802.3.2 COLLAR TIES t ec House Wra equal. 0 �- � � LVL RIDGE SHALL BE NAILED with 4-10d p or q ua W 10.. LJ.. BOX NAILS IN ACCORDANCE Cedar shingle siding to match existing. v� 1 WITH FASTENING SCHEDULE RAFTER/CEILING JOIST HEEL installed per manuf specs and IRC code. z Z O JOINT CONNECTION SHALL BE NAILED Cont. load path strapping installed in accordance z TOGETHER IN ACCORDANCE with drawings. Provide Fire Blocking in accordance W 12 ; " °' 12 WITH TABLE R802.5.1(9) O W R-35 SPRAY FOAM (SEE DWG-1 FOR TABLE) with IRC R302.11 & R302.11.1 and 0 M � INSULATION 7 '"' 2x6 CT @ 16"oc. '' 7 WITH SIMPSON H2AAT EACH r+- r- O Draftstopping per R302.12 & R302.12.1 a ROOF PLAN RAFTER TO STUD. 0 ' = 1'-0" ' N E- "' TYPICAL NEW FLOOR CONSTRUCTION ;. To of Plate 1 3/4" Plywood Span Rated Subfloor, y - N f c Glued and Nailed in '0 or- accordance E y with the fastener schedule. -6 m 2"SPRAY FOAM WITH °' �' w " o a °'c Floor joists and Bridging as per Code. w�- € 2 �, y 6 R-13 BATT INSULATION '2-2 2 c ­6 - 6 - O V ._ O U C H to C TYPICAL NEW FOUNDATION CONSTRUCTION ° c 8 y � r NEW �am os ��oa co in accordance with chapter 4 o o 0-o y Y LIVING 1 3000 psi Air Entrained cast-in-place concrete �y C o ro �a o 3 AREA wall on cast-in-place Concrete Pier Footings w o fl ° 1 refer to Foundation Plan for footing size & $ R-35 SPRAY FOAM r f0c= m v•°'3 g E To if_ ubfloor INSULATION thickness. a) _o c o - -of Foundation yCU _J-bp INSULATION SCHEDULE y E.0 r € „ o mcnEm moaa) a Insulation requirements shall comply with g W E a o 22'-4" 0 o res-Check insulation requirements ' aa: CL 1/2"EXT GRADE PLYWOOD SOFFIT in accordance with IECC 2015 5'-3" 11'-9 0" 5'-3" IMPSON H2 @EACH JOIST TO GIRDER NEW INTERIOR WALL FINISH Bottom f Footing P ., Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless /� noted. Min 1/2" Moisture Resistant Wall Board on SECTION - A Ceiling and all walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings in wet areas. SCALE: 1 /4'1 - 1 '-011 Ln PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 00 OF THE IRC RESIDENTAIL CODE. DEN BEDROOM #3 1 aD nj N O co Z INSULATION SCHEDULE >- shall comply with HERS insulation requirements CLASSIFICATION OF WORK: CLASSIFICATION OF WORK: Q W AJ8 ADDITIONS N in accordance with IECC 2015 ALTERATIONS-LEVEL 2 W � � J co Location NOTE: STRUCTURAL NOTE: UJ WLO U Location R-value ALL STRUCTURAL WORK SHALL ALL STRUCTURAL WORK SHALL Ll- (p COMPLY WITH NYS COMPLY WITH NYS Roof Rafters R-35 Spray Foam o BATHROOM SUPPLEMENT APPENDIX SUPPLEMENT APPENDIX J N Exterior 2x6 walls R-27 spray Foam SECTION AJ803 SECTION AJ605 Exterior 2x4 walls R-21 spray foam ECHANICAL SYSTEMS: MECHANICAL SYSTEMS: �J Door-more than 50% glazing U = .30 SCGH: .29 T E MECHANICAL SYSTEMS SHALL THE MECHANICAL SYSTEMS SHALL Crawl Space Ceiling R-35 spray Foam B INSTALLED IN ACCORDANCE WITH BE INSTALLED IN ACCORDANCE!WITH 'y TH NYS SUPPLEMENT APPENDIX J THE NYS SUPPLEMENT APPENDIX J v AJ 4 AJ606 N Other Specifications: L MBING NOTES: MCI PLUMBING NOTES: ce) • Windows: U<_ 0.30, SHGC< 0.29 A PLUMBING SYSTEMS SHALL BE ALL PLUMBING SYSTEMS SHALL BE • 2, 100% high efficiency lighting (CFL's or LEDs) I STALLED IN ACCORDANCE WITH INSTALLED IN ACCORDANCE WITH • 5 3 air changes per hour HE NYS SUPPLEMENT APPENDIX J THE NYS SUPPLEMENT APPENDIX J SECTION AJ805 SECTION AJ607 • Z All Energy Star appliances W ELECTRICAL NOTE: ELECTRICAL NOTE: BEDROOM #2 R403.6 Mechanical ventilation shall be provided that ALL ELECTRICAL EQUIPMENT,SERVICES ALL ELECTRICAL EQUIPMENT,SERVICES p AND WIRING SHALL BE INSTALLED AND WIRING SHALL BE INSTALLED r-+ meets the requirements of section M 1507 of the IRC IN ACCORDANCE WITH NYS IN ACCORDANCE WITH NYS W O SUPPLEMENT APPENDIX SUPPLEMENT APPENDIX U .� SECTION AJ806 SECTION AJ608 R403.7 Heating and cooling equipment shall be a H FIRE&LIFE SAFETY NOTE: FIRE&LIFE SAFETY NOTE: sized in accordance with ACCA manual J by a s~ .? M o ALL SMOKE ALARMS,CARBON ALL SMOKE ALARMS,CARBON W 0 M .� certified third party rater. MONOXIDE ALARMS OR MONOXIDE ALARMS OR "d" �"' oo o AUTOMATIC SPRINKLERS SYTEMS AUTOMATIC SPRINKLERS SYTENIS O '� Ln SHALL BE IN ACCORDANCE WITH NYS SHALL BE IN ACCORDANCE WITH NYS O ►�i .. " SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J FS � SECTION AJ802 SECTION AJ604 O CIS kn Sp D 22'-411 '�-' AS - BUILTFf 2ND FLOOR PLAN ` SCALE: 1/4" = 1'-0" AREA: 722 SQ FT �,� ��190A yob �F OF NEB6 S GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code 15. No backfill shall be placed against the foundation walls 2nd Printing, as adopted by NYS, The 20'7 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2017 Supplement to the New York State Energy conservation LOAD LOAD pp gY MINIMUM NUMBER AND TYP SPACING AND DESCRIPTION COnStrUCtlOn Code revised August 2016 Uninhabitable attics without storage 10 OF FASTENER LOCATION :t i•" ^.( g 16. Double joists under parallel partitions and under whirlpool tubs. inches Additional Code Compliance: Double around openings in floor and roof framing. Bathtub with or without shewer head Uninhabitable attics with limited storage 20 10 tr� E '� 2015 International Building Code; Plumbing code; Fire code; Mechanical code; ( ITEM ROOF FRAMING Fuel as code; Existing building code; Property maintenance code. and/or whirlpool attachmertS 1-1/2 - - 9 9 9 P Y 17. Metal flashing shall be installed were concrete abuts wood, Habitable attics&attics served with fixed stair 30 10 I P 9 P and were decks abut house framing. 4-8d BOX (2-1/2°)OR �>�� o ALL CODES shall su �rcede the drawings shall be incorporated into the g Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3 8d COMMON EACH RAFTER,TOE NAIL r� �4 drawings WHETHER they are indicated on the Plans or NOT. Clothes Washer standpipe 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 18. Install joist hangers at all flush structural load bearing Conditions. Fire escapes 2 3-8d COMMON EACH JOIST,TOE NAIL Additions,Alterations & Renovations: shall conform with Appendix J of the IRC ) g g Dishwasher on separate trap) - 2 p 40 20 CEILING JOISTS NOT ATTACHED TO PARALLEL as amended b the NYS Uniform Code Supplement. Floor drain Guards and Handrails 200 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP Y p 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL Kitchen sink (one or two traps with or Guard in-fill components 4 TABLE R802.5.1 9 of not less 8 percent of the floor area of that room, and the minimum � ponents 5o RAFTER HEEL JOINT ( ) EACH LAP 2. Written Dimensions take precedence over scaled dimensions 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 (W) OR ventilated. Refer to IRC Residential Code section R303 Laundry tub (one or more compartments) _ passenger vehicle garages 50 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 3. The contractor prior to the start of construction shall verify all Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. Shower (based On the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 21. Vent dryers to exterior as per IRC Section M1502 showerheads and bodysprays) Stairs 40 20 shall be installed in accordance under latest State approved Building Codes. Flow rate: 7 ROOF RAFTERS To RIDGE,VALLEY OR HIP 4-16d OR E�°�,' pp g Vent range hoods as per IRC Section M1503 3-10d COMMON TOE NAIL L.1�®��,j f All systems are to be designed, installed, & specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 gpm and less 1-1/2 Root 20 20 electrical or plumbing sub-contractors. 3-16d BOx OR Q 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 cJ p 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 12.3 gpm up to 25.8 gpm 3 the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity outside of each separate sleeping area in the immediate vicinity of the bedroom More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 16d COMMON p p q g g and on each story of the dwelling, including basement and cellars and not less than Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C. FACE NAIL be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX disturbed b construction. 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 16"O.C. FACE NAIL Y interconnected and hard-wired to a commercial source. (3-1/2"x O.is2") WHENEVER j- an alteration, addition, or conversion is made to an Existing Interior walls and partitions H/180 10 BUILT-UP HEADER 16d COMMON 16"O.C. FACE NAIL ALONG EDGES Where the building ol(ficial determines that in-place soils with an allowable bearing capacity Residence, the smoke detection system of the ENTIRE residence must be (3-1/2"x 0.162") Z of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall brought up to code, hard-wired and interconnected. L/3so 11 CONTINUOUS HEADER TO STUD OR BOX O-1/2"X0.113") TOE NAIL be determined by a soils Investigation. All otherstructural memebers L/240 OR 4-8d COMMON Z Q 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls with stucco finish _0 -J 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have of the 2015 IFC as amended b the NYS 2017 Uniform Code Supplement. H/360 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR LLI Q Y pp FACE NAIL ON EACH SIDE OF END an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, Shall be Installed outside of each separate sleeping area in the immediate Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX p p g TABLE R301.2.1.2 IRC Windborne Debris protection 13 JOIST)MIN 24"LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 vicinityof the bedrooms. combination carbon monoxide and smoke alarms p International buildingcode and NYS amendments. Fastening Schedule for wood structural panels Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-1/2"x 0.135") FACE NAIL 2 EACH SIDE OF END < shall be permitted in lieu of carbon monoxide alarms. SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) Q J All Concrete shall conform to the latest ACI standards. L=span length,H=span height 0 l S P l S P t asener Panel anepan Panel Span "BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2 )OR 16"O.C. FACE NAIL All CO alarms shall be connected to the lighting circuit with no intervening wall F 14 C- O 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All switch with battery back-up. Battery-powered owered alarms are not allowed. Type Less than or less than or less than or OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL 6 rY P• rY-p IRC TABLE R802.5.1(9) � � � (f� Framing lumber shall be DOUG-Fir Larch #2 or better, E=1.6 X 10 equal to 4 feet equal to 6 feet equal to 8 feet RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL �1 Min. Fb for dimensional lumber= 850 psi. 24. WALL BRACING: Buildings shall be braced in accordance with IRC OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL W Is. O LL Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. based 8 Wood screw section R602.10.4.2 Continuous sheathing method. 16 inches 10 inches 8 inches RAFTER RAFTER GROUND SNOW:20 PSF 3-16d BOX O Q z Including but no tlimited to: Deck Framing, Posts, Headers, Girders & Ledgers. End conditions for braced wall lines for the continuous sheathing shall conform based anchor with on center on center on center SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL 7 to Figure R602.10.7. Braced wall panel connections 2 inch embedment ROOF SPAN Z 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: shall com I with nailin schedule and Fi ures R602.10.8 1 & R603.10.8 2 lenght 3-10d BOX 0- � W Z a.) All Fasteners shell be Hot Dipped Galvanized -ASTM A 153 class D p Y g g ( ) ( ) 12 FT 7FT28 FT 36 FT 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL O M LIJ or stainless steel. No 10 Wood screw O 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 3-8d BOX b. Use Copper flashing Only against ACQ Lumber Sill Plates based anchor with 12 inches 9 inches NUMBER OF 16D COMMON NAILS 1$ 1" BRACE TO EACH STUD AND PLATE FACE NAIL N n ) pp g Y g provided to transmit the applicable uplift forces in section R80211.1 from the 16 inches 2-8d COMMON `,_J c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc roof assemblyto the foundation. 2 inch embedment on center on center on center shall be Hot-Dipped Galvanized or Stainless Steel. lenght 3: 12 is"O.C. 5 8 10 13 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4: 12 16"O.C. 4 6 8 10 9. All Engineered Wood Products such as "Trus Joists Micro-Lam etc" shall be N CC g asphalt shingles shall be tested in accordance with ASTM D 7158 and classified E.s installed in accordance with the manufacturers latest installation details 5: 12 16"O.C. 3 5 6 8 - _ E +� as per Table R905.2.4.1 of the IRC Residential Code. ° ° �,'� Framing connectors,Allowable Hole diagrams, specifications, etc. a. This table is based on 180 ultimate design winds speed and a 33-foot mean roof height. m ° o Fasteners for asphalt shingles shall be galvanized or stainless steel aluminum or g p g 7: 12 16"O.C. 3 4 5 6 m w 2 ° a 0 t "Micro-Lam" Design Stress: E = 1.9 Fb = 2,600 psi Fv = 285 psi FLOOR FRAMING "Parallam PSL" Design Stress: E = 2.0, Fb = 2,900 psi, Fv= 290 psi copper roofing nails, minimum 12 gage shank with aminimum - m o 0 " °o p b. Fasteners shall be installed at opposing ends of the wood structural panel. 9: 12 16"O.C. 3 4 4 5 .s ° � " A g p 3/8 Inch diameter head. The fasteners shall penetrate through the roof sheathing 4-ad BOX a z a ° " ° Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv= 300 psi and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fasteners shall be located a minimum of 1 inch from the edge of the panel. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL -� ° w sg r `o p Y 12: 12 16"O.C. 3 3 4 4 3-8d COMMON n c c a�'c•- but not less than 4 per strip. •o o 3 0 �' o 0 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, C.Anchors shall penetrate through the exterior wall covering with an embedment length of RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON a- N . 2 , M o each sleeping rooms in basement, habitable attics, and every sleeping room not less than 2 inches into the building frame. Fasteners shall be located not less than THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL ,� 2 c o m._ ° c 3 27. Flame Spread Index: R302.9 g t�,.s � a 3 ° shall have at least ONE operable emergency escape opening as follows: wall and ceilingfinishes shall have a flame spread index:5 200 2-1/2 inches from the edge of concret block or concrete. BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS ». o;,o LOCATED HIGHER IN THE ATTIC THE HEEL JOINT BLOCKING TO JOIST 2-1 Od BOX c a°i ° a Sill height of not more than 44 inches above finished floor. 23 EACH END �N-- Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON +� = c . @ s c q &attics shall have a flame spread index 5 25 masonry masonry/stucco, they shall be attached - - = L y A. Minimum net clear opening of 5.7 square feet. p d. Where screws are attached to mason or mason /stucco, t n g o 0 3° E`o Except grade floor openings shall have a minimum net clear using vibration-resistant anchors having a minimum ultimate withdrawal capacity of H C/ H r 4-16d BOX _a ° o� o E,2 p 9g 9 p Y HEEL JOINT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL m ° c w c 0 vi;,-E opening of 5 square feet. 1,500 pounds. 3 16d COMMON L N 2 ° c Smoke-developed Index: R302.10 e =•-N P M E `_ ° ° N B. Minimum net clear opening height shall be 24 inches. = z = ¢� _ o wall and ceiling finishes hava a smoke-developed index 5 450 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL a� c a'E m m v f9 ° °•c y C. Minimum net clear opening width shall be 20"• Exterior glazing in buildings located in Wood-Borne debris regions shall 4-1od BOX ° ° U" ` Insulation material, vapor retarders within roof,floor, wall, ceiling assemblies 9 9 9 9 1 / 4 1.33 � o N� � � � ;= a=_o a D. emergency escape and rescue openings shall be operational &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 be protected from wind borne debris. 1 / 5 1.25 from the inside of the room without use of keys or tools. Glazed opening protection shall meet the Large Missle test ASTM E 1996 26 BAND OR RIM JOIST TO JOIST 4-16d BOX PER JOIST 3-16d COMMON WHERE Basement contain more than one or more sleeping rooms, 28. NEW Construction /Additions &Alterations: and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 6 1.20 Z an emergency escape opening shall be provided for EACH sleeping room. It shall be the responsibility of the General contractor or his subcontractors to submit 9 9 opening P 10d Box 24"O.C. FACE NAIL To TOP&BOTTOM _Garage door lazed o enin protection for w'nd borne debris shall meet 27 BUILT-UP GIRDERS AND BEAMS Emer anc escape and rescue opening shall open direct) to the outside ANSI/DASMA 115. Areas within hurricane prone regions: STAGGERED ON OPPOSITE SIDES g Y p p g p Y in detail the design, calculations, drawings, written statements of the mechanical, P 9 W F.- � 0- EXCEPTION: Grade floor or BELOW grade floor openings shall have air conditioning, ventilation. heatingsystems new, existingor upgraded) (1). within 1 mile of the coastal high water line were the ultimate design 4-16d BOX I- V Y ( pg ) IRC TABLE 802.11 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL � G a net clear opening of not less than 5 square feet, winds eed is 130 miles er hour or reater. 3-16d COMMON W p g q stamped by a professional engineer if required by the Owner or Building Dept, p P 9 RAFTER UPLIFT CONNECTION FROM WIND � 0 z J - � t (2). In areas where the ultimate wind design speed is 140 MPH or greater. z 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL g A. EXCEPTION: RAFTER ROOF EXPOSURE C _I Z r' continuous run of treads or flight with FOUR OR MORE RISERS. SPACING SPAN W Q 0 F-- VI Handrail Height measured above stair tread nosing, shall not be less than Wood Structural panels with a minimum of thickness of 7/16 inch (FEET) ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = ry U W E 34 inches and not more than 38inches. All Handrails shall be continuous and a maximum span of 8 feet shall be permitted for opening 130 14o PARTICLE BOARD WALL SHEATHING TO FRAMING W 0 +, the full length of the stair from a point directly above the top riser of a flight protection. Panels shall be precut & predrilled to cover the glazed openings TABLE R602.3 (1) C� 1- ROOF PITCH ROOF PITCH Z to a point directly above the lowest riser of the flight. Handrails adjacent to with attachment hardware provided in the table below. U- SPACING OF FASTENERS W '- a wall shall have a space of not be less than 1-1/2 inches between the wall �- 6" DIAMETER -► Label all panels and store in a clean dry area of the house. <5:12 z 5:12 <5:12 2 5:12 DESCRIPTION OF NUMBER AND TYP -� C" and the handrail. see IRC code for exceptions. Refer to I Attachments shall be provided in accordance with the table BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING O- U) p 16"O.C. 12 214 201 263 247 PANEL EDGES SUPPORTS GABLE END WALL FRAMING IRC Code for grip size specifications. � as follows: „ ,� CONSTRUCTION TYPE 16"O.C. 18 277 259 342 322 6d COMMON(SUBFLOOR,WALL) +� 1+ 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30 "1", "n", "In", "IV", OR"V° 30 3/8" " 1/2" 8d COMMON(ROOF) 6 SEE NOTE A 6 above the floor or grade below shall have a railing not less than 36 inches t' ' is"O.C. 24 340 318 422 396 in height. Railings shall have Top rails and Balusters and Bottom rails that are ° 16"O.C. 28 348 358 476 446 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed REFLECTIVE RED by the riser, tread and bottom rail of the guard rail at the open side of a stairway PANTONE#187 16"O.C.. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7+� 7�� rn are permitted to be of such a size that a 6 inch sphere cannot pass through. 16"O.C. 36 469 438 538 547 0 Open sides of stairs with a total rise of more than 30 inches above the floor or , ral N W grade below shall have guards not less than 34 inches in height measured a"� 16"O.C. 42 535 499 664 622 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" N O vertically from the nosing of the treads. REFLECWHITE FIELD T_ z �; 16"O.C. 48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS W 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window r° TO RESIST WIND PRESSURES TABLE R602.3 (3) Q Q enin is located LESS than 24 inches above the finished floor and GREATER TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 W o p g - f NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD W J than 72 inches above the finished grade or other surface below on the exterior �_ DESIGNATION FOR STRUCTURAL MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING m W Q of the building,the window must be provided with a window opening control device Applicant shall provide engineered wood placard TABLE 507.2 W U that compiles with IRI, R312.2.2. Window Opening Control Devices. COMPONENTS THAT ARE OF 1/2 on or adjacent to electrical meter box for field inspection. NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD t 0 9 TRUSS TYPE CONSTRUCTION STROKE DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, PANEL SPAN RATING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in GIRDERS AND BEAMS Pre-Engineered Wood Construction And/or Timber Construction JOIST SPAN 8d COMMON NAIL accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be for new dwelling and/or any addition,alteration CONNECTION (2.5"X 0131") 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" installed per IRC R 302.12 thru R302.12.1 "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 DETAIL <6' 6'1"TO 8' '1"TO 10' 0'1"TO 12' shall be affixed on or adjacent to any electric box attached to the exterior H Fireblocking materials R302.11.1 shall be as follows: "FIR" FLOORAND ROOF FRAMING of the structure for field inspection 1/2"DIA. LAG SCREW 30" 23" 18" 5" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 h� 1. Two-inch nominal lumber UNDER SECTION 602 OF THE BCNYS & 1/2 MAX. SHEATHING `.J 2. 112" gypsum board 1/2" DIA.THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance & 1/2" MAX. SHEATHING 36" 36" 34" 29" THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS with the 10 foot horizontal Fireblocking in walls constructed using parallel TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES FRAMING SPACING NAILS SCREWS TO WOOD FRAMING rows of studs or Staggered studs. OF FOUNDATION MATERIALS 121"TO 14' 14'1"TO 16' 6'1"TO 18' 1/2�� CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 4. cellulose insulation installed and tested in accordance with ASTM E 119 or WALL EITHER DIRECTION 16"O.C. CLASS OF MATERIAL LOAD BEARING PRESSURE 1/2" DIA. LAG SCREW 81, 1611W cV UL 263, for the specific applications 13" 11" 10" Crystalline bedrock 12,000 psf & 1/2"MAX.SHEATHING „ CEILING EITHER DIRECTION 16"O.C. 7" 12" -C- Sedimentary and foliated rock 4,000 psf ,*_ ++ 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS a Draftstoppping material R302.12 shall be as follows: sand ravel andlor ravel GW and GP 3,00o psf 1/2 structural plywood Y9 9 ( ) p 1/2"DIA.THRU BOLT In combustible construction where there is usable space both above and Sand,silty sand,clayey sand,silty gravel and clayey gravel Panel, Attached to & 1/2"MAX.SHEATHING 24 21" 19" TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR n below the concealed space of a floor- ceiling assembly, draftsto s shall be (SW,SP,SM,SC,GM and GC) 2,000 psf GARAGE CEILING i s"O.C. 6+' 6 EQUIVALANT DRYWALL SCREWS. w �? P Frame in accordance " PERPENDICULAR installed so that the area of the concealed space does not exceed Clay,sandy clay,silty clay,clayey silt,silt and sandy silt 5/$ BENEATH SCREWS SHALL COMPLY WITH .--i IRC SECTION R702.3.5.1 p (CL,ML,MH and CH) 1,500 psf with Table R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS Q' O 1,000 square feet. DIaftstopping shall the concealed space into approximately �,I I....,t � �--r �c�il International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) w _� M equal areas.. Draftstopping shall be provided in the following locations: a.when soil tests are required by section R401,4, A,ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE V 1. Ceiling Is suspended under floor framing. the allowable bearing capacities of the soil shall be part of the recommendations. Code of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. r�l -� M 2. Floor framing is constructed of truss-type open-web or perforated members. b.where in-place soils with an allowable bearing capacity of less than 1,50o psf pQ U -. c p g p p A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS O are likely to be present at the site, the allowable bearing capacity shall be SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER TO o 0 determined by soils investigation. WINDOW UNIT GABLE END WALL FRAMING - i O O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA N c'.� WIND DESIGN x SUBJECT TO DAMAGE FROM � `a , � GROUND* , WIND w 1 PLYWOOD STORM PANEL SNOW SPEED TOPOGRAPHIC SPECIAL BORNE WIND SIESMIC FROST WINTER ICE SHIELD AIR MEAN � ..;, SHUTTER DETAIL LOAD (MPH) EFFECTS REGION WIND DEBRIS EXPOSURE DESIGN CATEGORY CATAGORY WEATHERING LINE TERMITE DESIGN REQUIREDMENT HAZARD FLOOD FREEZING G ANNUAL ZONE DEPTH � •�*� n� Tg, 1'J �`� Refer to General Notes for Panel 20 LBS 5140 NO NO NO B B SEVERE 3+_6�+ MODERATE 15 YES NO 1500 or less 52.2 fastener requirements. TO HEAVY i M,WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER `GROUND SNOW LOAD IN ACCORDANCE WITH 2O17 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) Simpson q TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS H2A Stud To Rafter TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Connector - cV •• • METHOD CS-GB: TABLE R602.3(1)& i i R602.10.3(3)GYP.BD FASTENING. TOP PLATES TOP PLATES Typical Metal I: 4"OC AT THE PANEL EDGES,INCLUDING Strapping WINDOW HDR ,I I I 1.1 TOP AND BOTTOM PLATES AND ALL at Openings iv �I I,I 11 I SCREWS( 1 5!8""ITYPE W ORS)INTS BLOCKED. (BOTH SIDES) 1 4- Horizontally attached plywood sheathing 'l I•I METHOD TABLE R6: AS PER TABLE R602.3(3) STUD BORED HOLE MAX. STUD :1 I,I EXTERIOR SHEATHING ATTACHED BORED HOLE. MAX. DIAMETER 60 % shall have Solid Blocking .I WITH 8d COMMON NAILS DIAMETER 4Ci % (PERCENT)OF STUD @ all Plywood Joints 'I 0.131 X 2.5"LONG) (PERCENT) OF 0 DEPTH 0 1• IAN FIELD O.C.ON EDGE AND 12" O.C. STUD DEPTFI " 5/8" MIN . 5/8" MIN . 5/8" MIN . F- 1 I I' BRACED WALL PANEL INTERIOR FINISH: 5/8 MIN . — = I'I I� SHALL BE MIN. 1!2'GYP.BD FASTENED TO EDGE TO EDGE TO EDGE TO EDGE U 1 I I•I I WITH NAILS OR SCREWS IN ACCORDANCE NOTCH MUST NOT NOTCH MUST NOT I — — — —•— — •� — —•— WITH IRC TABLE R702.3.5 OR W I'I r. 0 0 EXCEED 40 % 0 = ,I — I,I — I 1 — — — 1• TABLE R602.3(1)FOR EXTERIOR WALL J. SHEATHING EXCEED 25 /° (PERCENT)OF • I'I �� I. ALL HORIZONTAL PANEL JOINTS (PERCENT) OF 0 0 I'I STUD DEPTH STUD DEPTH Corner Holdowns •I I 1 SHALL OCCUR MOO ANDFRAMING BE O Refer to plans 'I 1'I 1'1 NAILED TO COMMON FRAMING for locations ,I I I I I 1• OR BLOCKING WITH WITH PANEL F_ I' EDGE-NAILING IN ACCORDANCE IF HOLE IS BETWEEN if required R�` WITH THE IRC SECTION R602.10.10 U) BORED HOLES SHALL cV ,I I N I I 40%(PERCENT)AND NOT BE LOCATED IN q ;1 PAR 0 I'I 1'1 1• BORED HOLES SHA THE SAME CROSS 7 60%(PERCENT)OF I I I 1 1 1• Z ❑ NOT BE LOCATED IN STUD DEPTH THEN SECTION OF THE CUT THE SAME CROSS STUD MUST BE DOUBLE OR NOTCH IN STUD RIM JOIST .I I 1 I I 1*'*--2 x 4 or 2 x 6 STUD WALL 0 J SECTION OF l HE CUT NO MORE THAN TWO •I I.1 I•I 1• OR NOTCH IN STUD SUCCESSIVE STUDS 'I ICI ICI i. 2X BOTTOM PLATE �•— W r ARE DOUBLED I AND SO BORED Sill Strapping •I 1.1 l•l I. See details on EDGE SPACING -6" 'I II I I I' ❑ �"-I this page. - - - - - - - - - Q n- L • • • • • • • 1 1—• 0 • • TYPICAL ELEVATION ❑ a- ry co WALL TO HEADER STRAPPING Ill n O LL FIGURE R602.2.3(1) FIGURE R602.2.3(2) FASTENING REQUIREMENTS FOR D WALL PANEL AS PER O z 0 IRC FIGURE R602,6(1)NOTCHING AND IRC FIGURE R602.6(2)NOTCHING AND N.T.S. BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR WALLS AND BEARING WALLS NON-BEARING WALLS BRACETABLE R602.3 (3) z W VWz OM 0� ry 0 1-1/4" galy. x 20 gage a. N CD H coil strap with (5) 8d common CUT nails in each end at each rafter. SIMPSON H2A STAGGERED at each Rafter. With E-° LENGTH SEE TABLE 507.2 FASTENERS 5) 8d x 1-112" nails in Rafter 4 Ft Perimeter 0 12 Min —� N IN 2 ROWS ( / N ° o 2 ` E PROVIDE@STRUCTURAL RIDGES (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field �•C w.L' E L 2 y� O w � U 01 O U = N G to Each Rafter on Each side (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o= 0 M8 ° C 5.5"MIN FOR 2X8; 0O © © O 6.5"MIN FOR 2X10 of Ridge to have a Schedule Dwg-1 5"MAX •- o - m `o ° CLEAR 7.5"MIN FOR 2X12 Simpson LSU skewable hanger a O © e =� Coa) o0N � � a u=i N S 2 c 8 >� ° aY ° 2"MIN 1-1/4" x 20 Gage Metal Coil °' 3 L - D 3 3 Lw- p U 0 p Q V� Q7 a t Use 1-1/4" Metal LAG SCREW OR THRU-BOLT 3/4"MIN Strap with (5)-8d common nails = CD LEDGER BOARD N Coil Strap20 Gage z s = y 3- g in each end. catch jack studs 12" Min (5) 8d common nails Look Out Blocks U o o 4 ° _ °° and window or door Header. in EACH END at °° Less than E � r E a EACH Stud. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Typical each side and ALL Gable End Wall windows and doors. or Equal �°N � � ¢N �L) _ �. L =° K. '° L N O U_ N 8d @ 6" oc Along PER FIGURE R507.2.1(1) OF 2015 IRC CODE to 12 U N = 6- F- cc E Q S ° Braced Wall Panel RAFTER-TO-STUD CONNECTOR & if lag screws are used or bolt FIGURE R602.10.8(1) 'Distance can be reduced 4.5" JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS • WALL TO WALL STRAP spacing is reduced to that of RAFTER TO RIDGE STRAP IRC 802.3.1 NTS NTS 1� lag screws to attach 2x8 IN LIEU OF RIDGE STRAPS (D NTS ledgers to 2x8 band joists (1/2" PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z z stacked washers not permitted) LOCATED IN THE UPPER THIRD NOTE; 8d COMMON NAILS ARE 4 5 6 OF THE ATTIC SPACE AND ATTACHED 7 2-1/2" LONG 8 0 TO THE RAFTERS WITH 4-8D NAILS I� EACH END u.. Q ❑ � W J O I— ❑ SIMPSON BSC WS4-1 .1 One-Hoer Fire-Resistive Wood Wall = EXISTING _ NEW _ GALV.DECK HANGER CONST, Assembly SIMPSON LUS28 @ 2X8 POST TO HEADER CONNECTOR 2x4 Wood Stud Wall - 100% Design Load - ASTM E / 2X P.T.LEDGER; MUST BE GREATER THAN 4"TREATED POST SIMPSON ABU POST 119 N FPA 251TO CONCRETE BRACKET OR EQUAL TO DEPTH OF DECK JOIST AND SIDE COVER 2"MINIMUM NO GREATER THAN THE DEPTH OF THE RIM JOIST °� 00 ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2-1/2"GALVINIZED CARRIAGE BOLTS CD CA GALV LAG SCREWS PER IRC TABLE R507.2 AND OR SIMPSON SD STRUCTURAL I 0 PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) GRADE CONNECTOR SCREW 4 N N I— see Schedule on DWG-1 ADHESIVE ANCHORS: CV 0 tip of lag screw shall fully extend beyond EPDXY ANCHORING ADHESIVE FOR HIGH-STRENGTH 2 O N the inside face of the band joist. USE WITH THREADED ROD 1- CV (n Z_ MECHANICAL ANCHORS;SIMPSON WEDGE-ALL WEDGE ANCHOR .>< 1/2" PLYWOD SOFFIT �. •. r, a.yr•. r t•,,,•}.+.rti�. .� w`•,y►,•+. •� • „�.s...e•. •.P.M�S•:'':• w� �ti ��. .���•...� p U) W FOOTINGS MUST FOOTING 12"DIAMETER LL (n 3/8"DIA.LAG SCREW PREDRILLED BEAR ON SONOTUBE TO CENTER OF TOP PLATE,STUD UNDISTURBED BEAR FOOTING ON OR HEADER SOIL VIRGIN SOIL 36"MIN. BELOW GRADE 'L, rr•R'i:;.•.. ..tSeI j S .r •y r yr •e .4 ' +4'•:�•'. up:. +•@}~:L rr'r'• .w.a�"r•.v •ti LEDGER BOARD ATTACHMENT TO BAND JOIST P.T. POST TO CONC. PIER CONNECTION 2 ~ 9 NTS 10 NTS 1. Framing - Nominal 2x4 wood studs, spaced 16 in. o.c., double top plates, single bottom plate rn 2. Sheathing - 5/8 in. Type X gypsum wallboard, 4 ft. wide, applied . Horizontal joints are unblocked. Horizontal application U a horizontal) y j Q U rA of wallboard represents the direclion of least fire resistance as opposed to vertical application. O 3. Insulation - 3-1/2 in. thick mineral wool insulation (2.5 pcf, �( M - nominal) 00 o 4. Fasteners- 2-1/4 in. #6 Type 5 drywall screws, spaced 12 in. o.c. T . � O U ct 5. Joints and Fastener Heads -Wallboard joints covered with, ®AR /�/ o `3 c� paper tape and joint compound, fastener heads covered with joint � compound ft fr cfl O Tests conducted at the Fire Test laboratory of National Gypsum Research Center ctp' Test No: WP-1248 (Fire Endurance) March 29, 2000 4�j WP-1246 Hose Stream March 9, 2000 'pT. polo yG ( ) �OF NEB " Third Party Witness: Intertek Tesling Services Report J20-06170.1 MANUFACTURED LIGHT ENCLOSURE ATTIC INSULATION CONTINUOUS BEAD EIING FRAMING 17- OF SEALANT SUBFLOOR GLUED,CAULKED OR GASKETED TO RIM JOIST/RIM CLOSURE SEALANT EXPANDING FOAM SEALANT ONTINUOUS BEAD OF SEALANT SEALANT RECESSED LIGHTING FIXTURE DRYWALL CEILING AIR BARRIER AT FOUNDATION TO BAND JOISTS AIR SEALING AT PREMANUFACTURED RECESSED LIGHTING FIXTURE Eave baffle installed .,, "" Z adjacent to soffit and eave �. '� m , �- .. (n Table R402.4.1.1 Air barrier and insulation installation. vents. Baffle snap extend over - z p the top of the attic insulation ' _ .. TABLE R�02.4.1.1 as per IRC chapter 11 TYP. ROOF CONST. W Q AIR BARRIER AND INSULATION INSTALLATION (R40202.3) 2 x Q V = CJ W/ INSULATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa ENERGY NOTES Typ Fascia AS PER DRAWINGS 0 _! General A continuous air barrier shall be installed Air-permcablc insulation shall not be used as a sealing material. Soffit See OR HERS RATER Q O requirements in the building envelope. Exterior thermal envelope contains a Const. DWgS Q ry continuous air barrier. ADDITIONS &ALTERATIONS: SEALANT W Q LL Breaks or joints in the air barrier shall be wa SHALL BE IN ACCORDANCE WITH 2O17 NYS CODE SUPPLEMENT Typ. Exterior APPENDIX J FOR EXISTING BUILDINGS SECTION AJ104 ENERGY EFFICIENCY O Q Z O seated. See Const. Dwgs Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The W Z installation density of the insulation shall be at the manufacturers'product Additons, Alterations or renovations shall conform fo the provisions of Section N1107 r �., Q W recommendation and said density shall be maintained for all volume of as they relate to new construction without requiring the unaltered portion(s) of the e i (� M (� O each cavity. Batt type insulation will show no voids or gaps and existing building to comply with this chapter. maintain an even density for the entire cavity. Batt insulation shall be RAFTER SEALING AT ATTIC EAVE ;h installed in the recommended cavity depth.Where an obstruction in Design in accordance with SECTION N 1102 (R402) Building thermal Envelope the cavity due to services,blocking,bracing or other obstruction prescriptive compliance. Building envelope shall conform to Table N1102.1.2 N o exists,the batt product will be cut to fit the remaining depth of the _ E•- insulation and fenestration requirements by component. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE cavity. Where the batt is cut around obstructions, loose fill insulation ° '° o E to 9 U shall be placed to full any surface or concealed voids,and at the s ° N� o a° N 0 t manufacturers'specified density.Where faced batt is used,the All heating and cooling systems shall conform to N 1108 (R502) Additions. S 0,� o 0, Cc: N installation tabs must be stapled to the face of the stud. There shall be LOW DENSITY SPRAY FOAM °_ _ ° no compression to the batt at the edges of the cavity due to inset INSULATION R VALUE IN ` r r -r _ Al � o The Building envelope of the addition shall comply with sections d m >= °Z ° o ,� stapling installation tabs. ACCORDANCE WITH { ( ° ` o "Z y "° Y N1102.1- Building thermal envelope see table N1102.1.2 Rigid Foam or r i'1 = a Y aY o Insulation that upon installation readily conforms to available space HERS REPORT t o 3 t.N ° o p y p N1102.2 - Specific insulation requirements N1102.3.1 - N1102.3.5 Fenestration Wood Blocking _ ° shall be installed filling the entire cavity and within the manufacturers' changes per hour as tested by a certified HERS rater.and N 1102.4 -Air Leakage (mandatory) leakage rate shall not exceed 3 air as backdam TYP. ROOF CONST. c ` r ? =m a a N density recommendation. N N - -� y °'=-_ CO Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Roof underlayment i r. ( M I ° ° o ° o 2 x CJ W/ INSULATION -- t ceiling/soffit shall be aligned with the air barrier. N 1102.4.2 Fireplaces; New wood burningfireplaces shall have: flue dampers or doors sealed to drip edge ,,�� t _ = c � o p P AS PER DRAWINGS µ, 2 -E s ' ° z ¢� C insulation and any gaps nn the air barrier and outdoor combustion air. Doors on factory built fireplaces shall be labeled and listed OR HERS RATER ' `�-s _ L o L ° sealed. in accordance with UL 127, the doors shall be tested and listed for fireplaces. I` 't ~ ° N c° ° E a o CL Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at Typ Fascia/ wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Soffit See SEALANT 'i r N1102.4.5 Recessed Lighting: Shall be sealed to limit air leakage. shall be sealed. All recessed lights shall be IC-rated and labeled as having 9 air leakage rate <2.0 cfm. non-vented Const. Dwgs Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated All recessed lights to be sealed with a gasket or caulk between light and ceiling. plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal I'd z w� _top plate and top of exterior walls shall be resistance of R-3 per inch minimum, e cn sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be N 1103 Systems; Heating and cooling systems shall comply with sections J J . p Typ. Exterior wall 2i`` - _ installed in substantial contact and continuous alignment with the air N 1103.1, N 1103.2, N 1103.3, N 1103.5 and N 1103.6 See Const. Dwgs Q Q barrier. W N1103.1 Controls Mandator at least one programmable thermostat shall be ~ Windows, skylights The space between window/door jambs (Mandatory) p g OPTIONAL - RAFTER SEALING AT ATTIC EAVE � W and doors and framing and skylights and framing provided for each separate heating and cooling system. WITH SPRAY FOAM INSULATION W DUCT SEALING REQUIREMENTS shall a sealed. _ Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. N1103.3 Ducts; in accordance with N1103.3.1 - N11033.3.5 < Floors(including Supply and return in attics shall be insulated with R-8 Minimum were greater (' b The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain than 3 inches in diameter and R-6 where less than 3 inches in diameter above garage and exposed edge of insulation. pennanent contact with the underside of subfloor decking or floor j' cantilevered floors) framing cavity insulation shall be permitted to be in contact with the Supply and return in other areas shall be insulated with R-6 Minimum were greater topside of sheathing or continuous insulation installed on the than 3 inches in diameter and R-4.2 where less than 3 inches in diameter underside of floor framing and extend from the bottom to the top of all A n perimeter floor framing members. 1arr;vcd Jirdnt+ __�.. N1103.2 Sealing (Mandatory): Ducts, air handlers and filter boxes shall be sealed opei n i hmjt[nq Cow-ce Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be joints and seams shall comply with Section M 1601.4.1 of the IRC. shall be covered with a Class I,black permanently attached to the crawlspace walls, o vapor retarder with overlapping joints r .f N W taped. N1103.3.3 Duct Testing (Mandatory): Ducts shall be pressure tested by a rough-in ci O test or post construction test by an approved HERS rater. z ---- - -- - ---: -- - - Shafts,penetrations Duct shafts,utility penetrations,and flue { _ `h ' ^Jindo,,1 of Q shafts opening to exterior or ; �. �; Q Lu N1103.3.4 Duct Leakage: total Ieaka a shall be less than 4cf per minute per 100s ft. ___� unconditioned space shall be sealed. g g p p q 24'° - ---- ; � LLl of condition floor area where the air handler is Installed at test time. (3fi,III,y4 Units) 4"sphere cannot Approved wirrJowfall oreven:ion m � Q �t ass lhro;rc:�r dovrce(conform to ASTN1 F 20-3c.) W N1103.3.5 Building cavaties: Framing cavities shall not be used as duct or plenums. I Finishpd F!oorHei^nt y,,, I'- Narrow cavities Batts in narrow cavities shall be cut to fit and installed to g g P t.` 9 I{ ,;� I�� , the correct density without any voids or gaps or Firlih �, ° lour compression,or narrow cavities shall be filled by N 1103.4 Mechanical system piping insulation (Mandatory): Mechanical system piping 1 ..,. insulation that on installation readily conforms to the insulation carrying fluids > 105 F degrees or < 55F degrees shall be insulated with R312.2 WINDOW FALL PROTECTION DIAGRAMS Flni;hr.c: =�tndc I Finished Flr>or ►� available cavity space. R-3 Minimum. TOP OF THE WINDOW SILL SHALL Garage separation Air scaling shall be provided between the garage and BE A MINIMUM OF 24"ABOVE THE FINISHED conditioned spaces. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Fir�shed Grade T�1 N 1103.5 Service Hot Water Systems: shall include: Heated water circulation and GRADE OR OTHER SURFACES BELOW ON THE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thennal temperature maintenance systems (Mandatory), circulation systems, demand EXTERIOR SIDE OF THE BUILDING.SHALL envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. recirculation systems, pipe insulation COMPLY AS FOLLOWS: hT� Plumbing and Batt insulation shall be cut neatly to fit around wiring and 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW R312.2.2 WINDOW OPENING CONTROL DEVICES: 00� wiring plumbing in exterior walls.There shall be no voids or N 1103.E Mechanical Ventilation (Mandatory): provide ventilation as per M1507 A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING ( ry): P p WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH N gaps or compressionreadily wino re cut o to available pace hall of the IRC. Exhaust vents from bathrooms and toilet rooms shall directly to the ASTM F 2090. THE OPENING DEVICE AFTER OPERATION a installation readily conforms to available space shall 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL extend behind piping and wiring. outdoors. They shall not discharge into attics, crawl spaces or inside the building. PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO Q U Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE p exterior wall showers and tubs shall separate them from the showers and insulated. Whole-house mechanical ventilation systems shall be designed by the mechanical OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 w Z ". tubs. contractor or 3rd party energy -onsulant in accordance with IRC sections M1507.3.1 - M15D7.3.3. provide design per M1507.3.1 manual n ElectricaUphone The air barrier shall be installed behind electrical or � > box on exterior wall communication boxes or air sealed boxes shall be installed. override controls per M 1507.3.2, ventilation rates per table M 1507.3.3(1) of the IRC. w rr�ll ,� M o HVAC register HVAC register boots that penetrate building thcnnal N 1104.1 Lighting ( Mandatory) Not less than 75 percent of the lamps in permanently CERTIFICATE ( MANDATORY) N1101.14 (R401.3) V boots envelope shall be sealed to the subfloor or drywall. ® �{ 7� c� installed light fixtures shall be high-efficacy lamps. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE a/ oct Concealed When required to be sealed,concealed fire sprinklers shall r sprinklers only be sealed in a manner that is recommended by the BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE D A O - manufacturer. Caulking or other adhesive sealants shall not FURNACE IS LOCATED. °��` THE CERTIFICATE SHALL LIST THE FOLLOWING: ' be used to fill voids between fire sprinkler cover plates and walls or ceilings. R-VALUES FOR CEILING/ROOF, WALLS, FLOORS IC = insulation contact. FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC),AND DUCTS. p g p ^ } a In addition inspection of to walls shall be in accordance with the provisions of ICC-400. U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. TYPE AND EFFICIENCIES OF HEATING, COOLING, WATER HEATING EQUIPMENT. SMOKE AND CARBON MONOXIDE ALARMS FOR R312.2 WINDOW FALL PROTECTION NOTE: BRACING METHOD /y REPAIRS, ALTERATIONS AND ADDITIONS: CS-WSP CONTINUOUS SHEATHING (/L In accordance with IRC Appendix J TOP OF THE WINDOW SILL SHALL WOOD STRUCTURAL PANEL When repair work, alterations,interior alterations BE A MINIMUM OF 24"ABOVE THE FINISHED DETAIL #1 ON DWG-2 and additions requiring a permit occur, FLOOR AND GREATER THAN 72"ABOVE THE the dwelling shall be provided with smoke alarms FINISHED GRADE OR OTHER SURFACES BRACED WALL NOTES: g p BELOW ON THE EXTERIOR SIDE OF THE REFER TO DETAILS ON DWG-2 and Carbon Monoxide Alarms located as required BUILDING. SHALL COMPLYAS FOLLOWS: FOR HOLDOWNS,STRAPPING, BRACED WINDOWS, EXTERIOR FRENCH & SLIDING DRS for NEW DWELLINGS and shall be interconnected WALL DIAGRAMS AND DWG-1 R312.2.2 WINDOW OPENING CONTROL DEVICES: FOR NAILING SCHEDULE. ALL BRACED Plans indicates ANDERSEN series 400 Tilit Wash and hard wired. WALL PANELS SHALL BE FULL-HEIGHT Model Numbers and shall be In accordance with IRC R609 Except as per NYS Supplement Appendix J WINDOW OPENING CONTROL DEVICE SHALL SECTIONS OF WALL WITH NO VERTICAL COMPLY WITH ASTM F 2000. THE OPENING OR HORIZONTAL OFFSETS. To be designed & installed as per manufacturers DEVICE AFTER OPERATION TO RELEASE THE 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH specification for 140 ultimate design wind speed DEVICE SHALL ALLOW THE WINDOW TO 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 and IRC Table 301.2(2), 301.2(3) FULLY OPEN TO MEET THE CLEAR OPENING 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 AS REQUIRE TO MEET EGRESS R310.2.1 4. EXTERIOR AND INTERIOR WALLS PARALLEL TOABRACED WALL LINE Provide HP LOW-E4 glass; U = .30, SHGC = .29 SHALL BE OFFSET NOT MORE THAN 4 FEET. EGRESS: shall meet R 310 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. WINDOW FALL PROTECTION: Shall meet R312.2 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH Substitutions made upon meeting Code. __________________________________________________ END OF A BRACED WALL LINE 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL See page one, general notes for additional PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE code requirements. 3 ENCLOSED PORCH 1 •------------------------------------------- 1 R602.10.2.2 O I I I 1 PROVIDE SOLID BLOCKING FOR Cn Z 15'-8" FUTURE GRAB BA S 7 I 1 I L Q I I 1 I I I J ' SIMPSON DTT22 _ ' 2'-611 II 11I 1 HOLDOWN a i 0 ' Q— UW F— OO ALLOWABLE 1825 LBS15'-8" ` '------- - -------------- TW 7'-1011 7'-10" DHP41 552 TW2852 2852 D •---------------------------------+-+-4- - f11� Cn 1 1 1 1 1 I 1 I 2-2X8 2- X8 / FIRE RATED 2 Q 14'_g" , 5/z11 ' I _ POCKET DOOR 12 z 5,/„ v I o WITH SELF CLOSURE W O LL 00 �z `2x10 RAFTERS c 1 "oc I X �AZtiBm FRONT PARLOR O Q z 0 v o-x 2x6 COLLAR TIES 1611 c z l M PANTRY CV 5/8"FIRE RATED 00 �/ W L I ,,,-,/ w En GYP BD ON O X O 3� W 3 2x8 RT.GIRDER FLUSH TYP.PIER I , 1 1 a0 I SIMPSON DTTZ2 Cu - It IIFOOTING ' ' ' ' o_ o CEILING ce) x = SEE DETAIL 11 1 , 1 1 cn I ry 3. ALLOWABLE I "+ r J I ON DWG-2 ; ; i A cn LOAD: 1825 LBS J 4'_411 _ 4-0 _ n N `�n/ ILL lL I I 1 I I F V �' — — — — — — - 5�/2" v _ I I I I N CLOS I,� O ,I I I I I 6 N ti I bo _ 2 _ 1 11 I IN N I I 1 I 1 I I i:_ - '- 1i 3-0 2-0 0 co 17 . W y C 1 I 1 1 \ z , / i i LIN � c mo o 'I i i i i I WEpMOVE EXIST ��y -' 1, 1 ' „ r CL N _ „ 0 U ` o ` 11 0 ( 2 0 a� 0E � 6 I x SIT NEW JOISTS ON I I I I I JP _ 3-0 rn a� m E o n to a..'__.,, I' `\ EXISTING SILL PLATE �t2� O CD " _ rn E`o c I°A o ------ ------------------ ---------"+ 1 I 1 ` I REV:7/15/19 , .- W CV ATHROOM " L> a, 0� �NL o --------------------------- Z rn GYP BD ON Y 0- o Ina o o m T--------- -- - I 1 �2 CO 5/8"FIRE RATED m c o m c 1 D I - I IRE RATED c w c� w t� o -- ---------------------------- -----+ I 1 I z CEILING U m c 0 - to U _S] C C w aJ U) r POCKET DOOR a: o `o T o o - — _ _ _ — _ �I!_ _ _ _ _ �_ Q- WITH SELF CLOSURE n, Y 0 ? m �' m , , , 1 I 1 0 � NEW 12"LVL RIDGE lY W 0o tv•o E c o m V- sT U o c 3 I 1 I I I Jto t� LIVING Q > co x o 0 0 s a o a0 o�0 03 Lc'= � 30 1 1 O LA, ig I I I ' X Lu (fl 1 n o o p O U N C b U (0 I 1 J 1 1 I , 7 0 `o E 1 1 1 I I ROOM wJ I 7-2 ± , „ La�-� N�o �3Uo� 1 I lL I 1 1 I / 4„ 2-6 f0 '_ t=C L V! 00 1 I 1 I cv z EXISTING �. 1 , I 1 ( ��0� , \ z cc I 41_01,_ ''` 3'-2" LIBRARY _ a a -� _ E °a CL N I r L U U7 N N U (6 = N 1 1 1 I 1 ^ 1_ " L to a C V CRAWL SPACE o i I / REV:7/15/19 1 5 6 N m e ¢ y c a� _ o z i- _ EXISTING 2 a l M ° 1 I I I 1 I _ L O = E O N 1 W FIREPLACE _ -- -_..�. .! I- u to m f la E n.E o p BASEMENT I U) °a o I TI A 10 EIR 1 , W - ,pv LY RM > 73 SIQ FT. ---- --_-- 1 I I 1 ' �----------------------------- ---------------------------------- + 1 1 I � oo N BEDROOM #1 I x 1 1 , 1 , Eno � ----- - ---------------- ------ F----------------------------+ i \ K z O NZo` USIT NEW JOISTS ON '�? wIMO EXISTING SILL PLATE ' II to I I_ _ I~ 2x6 COLLAR ES @116" oc I 2'-611 • ------ --------------------- 1 I I 1 o I a- d l I' 'I In M I , I I ' > � I I 1 1 ALL EXISTING FOOTINGS SHALL BE i , I i U U I 1' o 11 II FIELD VERIFIED THAT A MINIMUM 1 I I 1 I ` 8-6Y2 I N 1 1 IIJ OF 16"X 8"CONCRETE FOOTING i i i M v � U_ IS PRESENT AND THAT IT IS 36" 1 I I I 1 1 1 to O /o II BELOW GRADE MINIMUM. ' ' _ _ ' ' 48"CS-WSP 48"CS-WSP -,- --- KITCHEN I CXW14 - - - - J N I I --- M I 1 I "II I 1 I 1 1 1 I I X 1 1 1 1 I 1 1 1 1 1 �3-2x8 P_T.GIRDER FLUSH _ YR PIER FOOTING j --------------------------------�-+- +--(- - - ---- - ----- ; 9'-5'/z" 0 I 1 I J •---------------------------, --------------- W SEE DETAIL i , i I , I ON DWG-2 ' ' ' ' IL I 1 I I I 1 1 z 1 I 1 1 1 I Q 1 I I I 1 1 1 CDr I I I I 1 I 1 N CD U W N -� f- FIRE RATING CALCULATIONS PER IBC 722.6 WOOD ASSEMBLIES 1 cl N O Fire Tests In accordance wish ASTM Ell r N rn w KEY � W z EXISTING 2 X8 FLOOR SYSTEM 1 HOUR FIRE RATED _ 0 c) M 't Q 9'-5'/z" I 1 1 EXISTING 2 X 4 EXTERIOR WALL Q W N ` N Ak FLOOR SYSTEM AS CALCULATED PER IBC 722.6 WOOD ASSEMBLIES 1 HOUR FIRE RATED SYSTEM AS CALCULATED PER I-- I EXISTING WALLS ,tt U', w 722.6 General.This section contains procedures for calcula:ing � e- � N J I 1 I 1 IBC 722.6 WOOD ASSEMBLIES Q the fire-resistance ratings of walls,floor/ceiling and roof/ceiling assemblies I t n �—/1 NEW WALLS m > i!') f= c 1 , 722.6 General.This section contains procedures for calculating W based in part on the standard method of testing referenced n Section 703.2. UL X fU the fire-resistance ratings of walls,floor/ceiling and roof/ceiling O � N M 722.6.1 General assemblies based in part on the [ _ _ _ _ ] WALLS TO BE REMOVED This section contains procedures for calculating the fire-resistance standard method of testing referenced in Section 703.2. ratings of walls,floor/ceiling and roof/ceiling assemblies based TABLE 722.6.2(1) GENERAL EXISTING CONDITIONS NOTE: , , I 1 in part on the standard method of testing referenced in Secton 703.2. Time assigned to wallboard membranes; ALL EXISTING DIMENSIONS AND CONSTRUCTION 722.6.1.1 Maximum Fire Resistance Rating 1 -layer of 5/8"Type X Gypsum wall board 40 min WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, ' ' I Interior side of existing 2x4 wall. h""y AND FIELD MEASUREMENTS. Fireresistance ratings calculated for assemblies using the rrethods 5d wallboard nails at 6"o.c.end joints of wall ALL MEASUREMENTS SHALL BE VERIFIED BY in Section 722.6 shall be limited to a maximum of 1 hour. 1 I I 1 board centered on joists. � h CONTRACTOR PRIOR TO RENOVATION,ORDERING ' ' TABLE 722.6.2(1) ' ' ' ' TABLE 722.6.2(2) MATERIALS AND START OF CONSTRUCTION. CONTRACTOR 1 I 1 I Time assigned to wallboard membranes; IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. 1 I ' ' EXISTING:1-layers of 112"Gyp Bd 15 mir Time assigned for contribution of wood framing; ARCHITECT DID NOT MEASURE INACCESSIBLE AND ' ' ' Wood Studsl6 inches on center. 20 min I 1 I NEW 1 -layer of 5/8"Type X Gypsum bd 40 min CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN � � � � INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY ; ; ; i TABLE 722.6.2(2) TOTAL TIME 60 min ARCHITECT OF CONDITIONS. — - Time assigned for contribution of wood framing; OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF Wood Floor and Roof joists 16 inches on center. 10 min EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. TOTAL TIME 65min PARTITION SCHEDULE a -------------------------- 1ST FLOOR PLAN NEW 2 X 4/2X6 INTERIOR WALL 1 HOUR FIRE RATED SYSTEM SCALE: 1/4" = 1'-0" EXISTING EXTERIOR WALL - NON FIRE RATED [w `-----------------------------------' AS CALCULATED PER IBC 722.6 WOOD ASSEMBLIES 722.6 General.This section contains procedures for calculating the fire-resistance H N ratings of walls,floor/ceiling and roof/ceiling assemblies based in part on the EXISTING EXT. WALL W/ 1 HOUR FIRE RATING ? M standard method of testing referenced in Section 703.2. (� Smoke Detector W �J Carbon Monoxide Detector � oo TABLE 722.6.2(1) co Refer to DWG-1 General Notes -_ _W w,..,.�. NEW 1 HOUR FIRE RATED INTERIOR PARTITION N Time assigned to wallboard membranes; v 1 -layer of 5/8"Type X Gypsum wall board 40 min In accordance with Section 915 of the � �- FOUNDATION PLAN each side of existing 2x4 wall EXISTING INTERIOR WALLS - NON FIRE RATED ra• o cO 2015 IFC as amended by the NYS _ , „ 5d wallboard nails at 6"o.c.end joints of wall �� D' R' SCALE: 1/4" - 1 -0 board centered on joists. I uniform code supplements NEW EXTERIOR WALLS - NON FIRE RATED ,. �� �.. • ��.• -�,�```� U c'.- TABLE 722.6.2(2) FOUNDATION WALL KEY Time Stud forcontribution of wood framing; AREA SCHEDULE REFER TO DRAWING -3 FOR ONE HOUR WALLASSEMBLY '' ` Wood Studs16 inches on center. 20 min NAME AREA �' t ,''"`� EXISTING FDN WALLS TOTAL TIME so min Y1 ; r_ '.; -1�, 1st FLoor Area Addition 209 sq ft. Apartment Calculations NEW FDN WALLS t �,��3 Existing 1st Floor Area 1346 sq ft. o ExistingHouse: 2068 s ft x 40/ allowable apartment area FDN WALLS TO BE REMOVED 722 sq ft = 827 ft areallowableq p �� � - - - - - � Total list Floor Area 1555 sq ft. q a accessory apartment Area of Apartment 638 sq ft 638 sq ft actual area of accessory apartment EXISTING 0 >- DWELLING z z o o � v O 0 J ~ Q (Z � GUTTERS & LEADERS 12 O AS REQUIRED 7 FLASH r � Cn TYPICAL f Plate �To - - - zv EXISTING n W z CEDAR PERFECTION EXIS NG DWELLING ® � O � W SHINGLES EXISTING TO MATCH F (STING � N � Q DWE ING 00 RICK CHIMNEY � Ln m '-E To Subfl or w E Pon ° n'oL fOE0 Found on y C U C L ° O C CO c U N Ol �,-C.., S•�w O C � ni o.a ° n ° °o° ri 8--Q 0-se .-D U U_Y I I I i I _ — — - - — — I — - - - II - - — — - - - � _ II � .°�t cz L Top of EXISTING GRADE _ 'r - C 1 .C'c)_ = U�.O - - 0LE2a CUBo of C NCy C O O = a E W-0 EFooting U =NTmC�on 36" below — — — — — — — — — — lq E a. Grade Minimum _ _ _ _ _ _ _ _ _ _ _ REAR ON ELEVATION SCALE: 114" = 1 '-0" EXISTING ROOF - a EXISTING 0') M Ir- Q DWELLING CONT. RIDGE VENT nj N O EXISTING r- N Z DWELLING >- N 0' cn CONT. RIDGE VENT 4^1 Q W N N EXISTING ROOF - T N Q GUTTERS & LEADERS 12 w w '" `'' 0 AS REQUIRED EXISTING ROOF 7 IL c C6 U) TYPICAL - - -- --- -- - - Top o Plate TTTITJ CEDAR PERFECTION EXISTING ~ j SHINGLES TO MATCH DWELLING EX STING I t-I I I % ILL=====JJI BO IILIIIIIIIIIIIIIIH1 IEH Top of Subfloor Top of ound'at ion o O EXISTING GRADE EXISTING GRADE I o 4 ,U P! I I II II I I I II I � bnI Bottom of in of of Fool i Footing �— - - — - - - - -_ _ _ _ _ _ _ _ _ - - - 36" below .o - - - �n � ct I I I Grade Minimum I EXISTING HOUSE NE ON ARC J I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — '� I — — I — — — — — — — — — — — — -- — — � � 14 V - - I - - - - - - - - - - - - -- - - - I - - � '"�'��`�A .. RIGHT ELEVATION ELEVATION SCALE: 1 /4" _ �-0 11 SCALE: 1 /4'� _ 1 �_011 ��,* - 1 -q 19 p016 C�` ---- - ------ CODE COMPLIANCE STATEMENTS: TYPICAL NEW ROOF CONSTRUCTION 1. The windows selected for this project shall meet Class AAsphalt Roof Shingles w/ the egress requirements of R310. fasteners per manufacturer's specification 2. All windows shall meet Section R308 G13zing and and IRC 2015. R308.4 Hazardous locations. Ice & Water barrier as per IRC section R905.1.2 3. Windows were required shall meet the Window Fall (Note: Double underlayment is required protection requirement R312.2. for Roof slopes between 2 on 12 and 4 on 12) 4. Bathroom windows shall meet the hazardous Framing As per plans with 1/2" exterior grade IN /Iglazing requirements as per R308.4 span rated structural plywood Sheathing, 5. Stairs, landings, railings & guards shall comply Nail to framing in accordance Fastener with R311 & R312 Schedules & Strapping per detail sheet(s). 6. Outside lighting shall comply with RE 3E03.3 Flashing per IRC R905.2.8 7. Stairway illumination shall comply with R303.67 and R303.8 TYPICAL NEW SOFFIT CONSTRUCTION. 8. Fireblocking shall comply with R302.11 thru R302.11.2 MATCH EXISTING R905.1.EXIS-71NG [ROOF 9. Draftstopping shall conform to R302.12 thru R302.12.1 SELF-ADHERED ICE BARRIERS; MAtch overhangs-typical SELF-ADHERED POLYMER MODIFIED gs-typical 10. Flame spread and smoke-developed index for walls BITUMEN SHEET USED IN PLACE OF 6" fascia & 6" rake boards. Q �- and ceilings shall com with R302.9 thru R302.9.4 NORMAL UNDERLAYMENT AND „ „ g py EXTEND FROM THE LOWEST EDGES OF Trim wood in aluminum or use azek or equal z 11. Flame spread and smoke-developed index for ALL ROOF SURFACES TO A POINT NOT Metal drip edge per IRC R905.2.8.5 insulation shall compy with R302.10 thru R302.10.5 LESS THAN 24 EXTERIOR WALLILINE OFTHCHES E BUILDING. 1E THE " continuous vent strip in Azek soffit Z 0 11. Recessed lighting fixtures rated for ON ROOFS WITH SLOPE EQUAL OR GREATER O J membrane penetration shall meet ASTM E119 THAN 8/12,THE ICE BARRIER SHALL ALSO BE p APPLIED NOT LESS THAN 36"MEASURED ALONG TYPICAL NEW EXTERIOR WALL [Z W O and Flre Stopping as per ASTM E814 or UL 1479 THE ROOF SLOPE FROM THE EAVE EDGE OF THE 2x6 Doug-Fir Wood Studs @ 16" oc. - 0 _ 12. Exterior Decks shall comply with R507. BUILDING Double top Plate and Single Sole Plate. Q E•- 1/2" exterior Grade - Span Rated Continuous Structural plywood Sheathing. Q f-- O R802.3.2 COLLAR TIES Fastened per Fastener schedule. 0 U)�House Wrap e LVL RIDGE � SHALL BE NAILED with 4-10d t yvec p or equal. W O BOX NAILS IN ACCORDANCE Cedar shingle siding to match existing. U) Q D_ O i WITH FASTENING SCHEDULE RAFTER/CEILING JOIST HEEL installed per manuf specs and IRC code. z JOINT CONNECTION SHALL BE NAILED Cont. load path strapping installed in accordance 0- y W Z TOGETHER IN ACCORDANCE with drawings. Provide Fire Blocking in accordance 12 12 WITH TABLE R802.5.1(9) O W R-35 SPRAY FOAM (SEE DWG-1 FOR TABLE) with IRC R302.11 & R302.11.1 and M O INSULATION 7 2x6 CT @ 16' OC' WITH SIMPSON H2AAT EACH Draftstopping per R302.12 & R302.12.1 � `� RAFTER TO STUD. (V ROOF PLAN ���-�. F- � V1 = 1 f_OII TYPICAL NEW FLOOR CONSTRUCTION Top of Plate 1 3/4" Plywood Span Rated Subfloor, Cn tn r Glued and Nailed in 2 ? O C � y accordance with the fastener schedule. �, o 2"SPRAY FOAM WITH w E m t ,,,, o '; R-13 BATT INSULATION Floor joists and Bridging as per Code. o �, 2 C U a � ccZa, QU � � cam TYPICAL NEW FOUNDATION CONSTRUCTION a) w 00 LI N in accordance with chapter 4 2 2 ° ° O � N N U` 1 3000 psi Air Entrained cast-in-place concrete N C 3 �.c.U� 0 o 3 AT EA �� �a s 1 wall on cast-in-place Concrete Pier Footings o o o o g a e r a � N ��� � �� �� �_ R 35 SPRAY FOAM refer to Foundation Plan for footing size & L L = a - .3 o E _To�of_ ubfloor INSULATION thickness. L) � o a o w o E t �7 O D D-0 +N, C N D To�of Foundation1. INSULATION SCHEDULE z= Co E _ Q 0 _ o N U N U O L ` 0 C 0.E CO 47'0 U:5 Insulation requirements shall comply with C N C E oCD 22-4 o v res-Check insulation requirements 1/2"EXT GRADE PLYWOOD SOFFIT in accordance with I ECC 2015 5'-3" 11'-101, 5'-3" ,090 a` M ao' >' go' SIMPSON H2 @ EACH JOIST TO GIRDER NEW INTERIOR WALL FINISH Bottom Df Footing P o Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless noted. Min 1/2" Moisture Resistant Wall Board on . SECTION _ � Ceiling and all walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings in wet areas. SCALE: 1 /4" = 1 '-0" L0 = PROVIDE FIRE BLOCKING IN r- ACCORDANCE WITH R302.11 00 OF THE IRC RESIDENTAIL CODE. DEN BEDROOM #3 1 N LLI N f- 0 N O N z INSULATION SCHEDULE >- ' M c� o -'4- Q shall comply with HERS Insulation requirements CLASSIFICATION OF WORK: CLASSIFICATION OF WORK: Q 03 N N in accordance with IECC 2015 AJ8 ADDITIONS ALTERATIONS-LEVEL 2 N J / \ M STRUCTURAL NOTE: STRUCTURAL NOTE: W �>LJ co U Location R-value ALL STRUCTURAL WORK SHALL ALL STRUCTURAL WORK SHALL U- M (A Roof Rafters R-35 Spray Foam COMPLY WITH NYS COMPLY WITH NYS SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J o BATHROOM Exterior 2x6 walls R-27 spray Foam SECTION AJ803 SECTION AJ605 Exterior 2x4 walls R-21 spray foam ECHANICA SYSTEMS: MECHANICAL SYSTEMS• �J Door-more than 50% glazing U = .30 SCGH: .29 T E MECHANICAL SYSTEMS SHALL THE MECHANICAL SYSTEMS SHALL F� Crawl Space Ceiling R-35 spray Foam B INSTALLED IN ACCORDANCE WITH BE INSTALLED IN ACCORDANCE WITH TH NYS SUPPLEMENT APPENDIX J THE NYS SUPPLEMENT APPENDIX J v AS 4 AJ606 Other Specifications: Z� CP PL MBING NOTES: PLUMBING NOTES: co BO • Windows: U:5 0.30, SHGC<_ 0.29 A PLUMBING SYSTEMS SHALL BE ALL PLUMBING SYSTEMS SHALL BE • Z 100% high efficiency lighting (CFL's or LED'S) I STALLED IN ACCORDANCE WITH INSTALLED IN ACCORDANCE WITH • s 3 air changes per hour HE NYS SUPPLEMENT APPENDIX J THE NYS SUPPLEMENT APPENDIX J SECTION AJ805 SECTION AJ607 • 2:All Energy Star appliances ELECTRICAL NOTE: ELECTRICAL NOTE: 3 r-_ BEDROOM #2 R403.6 Mechanical ventilation shall be provided that ALL ELECTRICAL EQUIPMENT,SERVICES ALL ELECTRICAL EQUIPMENT,SERVICES p AND WIRING SHALL BE INSTALLED AND WIRING SHALL BE INSTALLED ~ meets the requirements of section M1507 of the IRC IN ACCORDANCE WITH NYS IN ACCORDANCE WITH NYS SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J SECTION AJ806 SECTION AJ608 R403.7 Heating and cooling equipment shall be FIRE&LIFE SAFETY NOTE ~ Q sized in accordance with ACCA manual J by a FIRE&LIFE SAFETY NOTE_ F1-I Z M b ALL SMOKE ALARMS, CARBON ALL SMOKE ALARMS,CARBON U M = certified third party rater. MONOXIDE ALARMS OR MONOXIDE ALARMS OR ) C) CO AUTOMATIC SPRINKLERS SYTEMS AUTOMATIC SPRINKLERS SYTEMS "� bj) 'n SHALL BE IN ACCORDANCE WITH NYS SHALL BE IN ACCORDANCE WITH NYS N .� SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J r+ SECTION AJ802 SECTION AJ604 ct , 22'-4" D� U � �� A1�C AS - BUILT 84k, I~ 2ND FLOOR PLAN _ram SCALE: 1/4 = 1 -0 F AREA: 722 SQ FT �� o1905Q y0 �OF IN GENERAL CONSTRUCTION NOTES 3_a��a,� TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE 15. No backfill shall be placed against the foundation walls 1. All construction shall conform to the 2015 International Residential Code MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted loy NYS, The 2017 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2017 supplement to the New York State Energyconservation MINIMUM LOAD LOAD NUMBER AND TYP DESCRIPTION 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 dditional Code Compliance: Double around openings in floor and roof framing. Bathtub with or without shower head Uninhabitable attics with limited storage 20 10 15 International Building Code; Plumbing cede; Fire code; Mechanical code; ( ITEM ROOF FRAMING 9 9 9 Property 17. Metal flashing shall be installed were concrete abuts wood, and/or whirlpool attachments 1-1/2 'tel as code; Existing building code; Pro ert maintenance Code. Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR L CODES shall supercede the drawings and shall be incorporated into the and were decks abut house framing. Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL g Balconies(exterior)and decks 40 10 �._ drawings WHETHER they are indicated on the Plans or NOT. Clothes Washer standpipe 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate trap) 1-1/2 P 40 20 2 EACH JOIST,TOENAIL Fire escapes 3-8d COMMON Additions,Alterations &Renovations: shall conform with Appendix J of the IRC 3 CEILING JOISTS OVENOTR PARTITION TO PARALLEL TABLE R802.5.1(9) EACH LAP as amended b the NYS Uniform Code Supplement. Floor drain Guards and Handrails 200 RAFTER LAPS OVER PARTITION Y PP 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL of not less 8 percent of the floor area of that room, and the minimum Kitchen sink (one or two traps, with Or Guard in-fill components 50 4 RAFTER HEEL JOINT) TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions openable area to the outdoors shall be 4 percent of the floor area being without dishwasher and food waste disposer) 1-1/2 5 COLLAR TIES 4-10d BOX (3") OR ventilated. Refer to IRC Residential Code section R303 Laundry tub (one or more compartments1-1/2passenger vehicle garages 50 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 3. The contractor prior to the start of construction shall verify all Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. Shower based On the total flow rate through Sleeping 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE ( g P g rooms 3o io OF EACH RAFTER OR TRUSS 4. The mechanical systems, electricals stems,plumbing systems and solar energy systems, showerheads and bodysprays) Y Y 9 Y 9Y Y 21. Vent dryers to exterior as per IRC Section M1502 stairs 40 20 4-16d OR shall be installed in accordance under latest State approved Building Codes. Vent range hoods as per IRC Section M1503 Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 m and less 1-1/2 Roof 20 20 P 9P 3-16d BOX OR electrical or plumbing sub-contractors. More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL Electrical certificates are to be provided the electrical contractor. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 12.3 gpm up to 25B gpm 3 the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, More than 25.8 gpm up to 55.6 m 4 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity outside of each separate sleeping area in the immediate vicinity of the bedroom 9p STRUCTURAL MEMBERS DEFLECTION of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall and on each storyof the dwelling, including basement and cellars and not less than 8 STUD TO STUD(NOT AT BRACED WALL PANELS) isd COMMON 9 9 Rafters having slopes greater than 3/12 with 3.5"x 0.162" 24"O.C.FACE NAIL be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX O disturbed b construction. 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL ` Y interconnected and hard-wired to a commercial source. ) J"' WHENEVER an alteration, addition, or conversion is made to an Existing Interior walls and partitions H/180 10 BUILT-UP HEADER 16 COMMON 16"O.C. FACE NAIL ALONG EDGES Where the building official determines that in-place soils with an allowable bearing capacity Residence,the smoke detections stem of the ENTIRE residence must be (3-1/2' x 0.162") Z of less than 1,500 psf are likely to be resent at the site, the allowable bearing capacity shall Y L/360 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL P Y P 9 P tY brought up to code, hard-wired and interconnected. OR 4-8d COMMON Z ❑ be determined by a soils investigation. All other structural memebers L/240 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL O J 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls with stucco finish H/360 6. Cast-in-place concrete shall be air entrained;5% < 7%total air content by volume and have of the 2015 IFC as amended by the NYS 2017 Uniform Code Supplement. DOUBLE TOP PLATE SPLICE SDCs R-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END W O an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX P 9 Y P P P � Shall be Installed outside of each separate sleeping area in the immediate JOIST)MIN 24"LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 vicinityof the bedrooms. combination carbon monoxide and smoke alarms TABLE R301.2.1.2 IRC Windborne Debris protection 13 Fastening Schedule for wood structural panels Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d 3-112"x 0.135" FACE NAIL ON EACH SIDE OF END � �-- International building code and NYS amendments. shall be permitted in lieu of carbon monoxide alarms. g p SIESMIC BRACED WALL LINE SPACING>25' ( ) JOIST)MIN 24"LAP SPLICE LENGTH) Q J All Concrete shall conform to the latest ACI standards. L=span length,H=span height Fastener Panel Span Panel Span Panel Span BOTTOM PLATE TO JOIST RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Q All CO alarms shall be connected to the lighting circuit with no intervening wall 14 OR BLOCKING(NOT BRACED WALL 16 BOX(3-1/2") 12"O.C. FACE NAIL O 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All switch with battery back-up. Battery-powered alarms are not allowed. Type Less than or less than or less than or ( ) Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 10 6 equal to 4 feet equal to 6 feet equal to 8 feet IRC TABLE R802.5.1(9) (� (n g RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Min. Fb for dimensional lumber= 850 psi. 24. WALL BRACING: Buildings shall be braced in accordance with IRC OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL L'1"I Q� O LL Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. section R602.10.4.2 Continuous sheathingmethod. No 8 Wood screw RAFTER RAFTER GROUND SNOW:20 PSF O Q z O Includingbut no tlimited to: Deck Framing, Posts Headers, Girders& Ledgers. 16 inches 10 inches 8 inches 3-16d BOX 9 � 9 End conditions for braced wall lines for the continuous sheathing shall conform based anchor with SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD END NAIL g on center on center on center 2-16d COMMON to Figure R602.10.7. Braced wall panel connections 2 inch embedment ROOF SPAN 0 Z W Z 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: shall comply with nailing schedule and Figures R602.10.8(1)& R603.10.8(2) lenght 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 12 FT 20 FT 28 FT 36 FT 2-16d COMMON p eM W or stainless steel. No 10 Wood screw 3-8d BOX � O 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 inches 9 inches NUMBER OF 16D COMMON NAILS 1$ 1^ BRACE TO EACH STUD AND PLATE FACE NAIL � ��1 b.) Use Copper flashing Only against ACQ Lumber Sill Plates provided to transmit the applicable uplift forces in section R80211.1 from the based anchor with 16 inches 2-8d COMMON N v c.) All Structural conne�ctors i.e. Simpson strong-Tie or USP, etc roof assembly to the foundation. 2 inch embedment on center on center on center 3:12 16"O.C. 5 8 10 13 shall be Hot-Dipped Galvanized or Stainless Steel. lenght 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4:12 16"O.C. 4 s s 10 9. All Engineered Wood Products such as"Tres Joists, Micro-Lam, etc"shall be asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 5:12 is^o.c. 3 5 s 8 _ E installed in accordance with the manufacturers latest installation details, as per Table R905.2.4.1 of the IRC Residential Code. ° °,'� Framing connectors,Allowable Hole diagrams, specifications, etc. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 7: 12 16"O.C. 3 4 5 6 N m °i= o 6-2 0 "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi FLOOR FRAMING -S w-E E L N �,-0 o 6 9 P P copper roofing nails, minimum 12 gage shank with a minimum- 8.2 a,o ° a 0 ° ° "Parallam PSL" Design Stress: E = 2.0, Fb =2,900 psi, Fv= 290 psi 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing b. Fasteners shall be installed at opposing ends of the wood structural panel. 9:12 16"O.C. 3 4 4 5 4 8d BOX � 12 12 ii ° _ Anthony Power Beams Design Stress; E-2.1, Fb=3000 psi, Fv= 300 psi and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fasteners shall be located a minimum of 1 inch from the edge of the panel. 12:12 16"O.C. 3 3 4 4 21 JOIST To SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL c c_ 5� o but not less than 4 per strip. °�` ° ° O M i; ° P oo ° °� u ,. 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, C.Anchors shall penetrate through the exterior wall covering with an embedment length of RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON " = Y o q 22 6 O.C.TOE NAIL a� y 2 c o m-A a each sleeping rooms in (basement, habitable attics, and every sleeping room 27. Flame S reed Index: R302.9 not less than 2 inches into the building frame. Fasteners shall be located not less than THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) i0d BOX L ° 3 L ° c 3 P BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS c c 3 a shall have at least ONE operable emergency escape opening as follows: wall and ceiling finishes shall have a flame spread index s 200 2-1/2 inches from the edge of concret block or concrete. w o o o g m Sill height of not more than 44 inches above finished floor. g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT BLOCKING TO JOIST 2-10d BOX c m ° a. c y a. a w N 9 Insulation material,vapor retarders within roof, floor,wall, ceilin assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 23 2-8d COMMON EACH END y �, m°._ - t ` A. Minimum net clear opening of 5.7 square feet. &attics shall have a flame spread index s 25 d. Where screws are attached to masonry or masonry/stucco, they shall be attached t o 3 € Except grade floor openings shall have a minimum net clear using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 4-16d BOX s a� a 6 o� ° o 1 P 9 g H c/ H r HEEL JOINTAJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL .2 a c v :? a N vi;, 3 16d COMMON R o S a, c opening of 5 square feet. 1,500 pounds. r S C E o y Smoke-developed Index: R302.10 2 = z co a ti a m a B. Minimum net clear opening height shall be 24 inches. wall and ce..ing finishes hava a smoke-developed index s 450 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL t c n E m o o° $ Insulation material, vapor retarders within roof,floor, wall, ceiling assemblies glazing 9 9 1 /4 1.33 4-10d BOX o =a = L = ^- C C.' Minimum net clear opening width shall be 20 . Exterior lazin in buildings located in Wood-Bome debris regions shall F- ° � a N E 0 ° D. emergency escape and rescue openings shall be operational &attics sha„have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 be protected from wind borne debris. 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-10d Box from the inside of the room without use of keys or tools. Glazed opening protection shall meet the Large Missle test ASTM E 1996 1 / 6 1.20 3-16d COMMON PER JOIST WHERE Basement contain more than one or more sleeping rooms, 28. NEW Construction/Additions&Alterations: and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 z an emergency escape opening shall be provided for EACH sleeping room. It shall be the responsibility of the General contractor or his subcontractors to submit Garage door glazed opening protection for wind borne debris shall meet 27 BUILT 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES _ Emergancy escape and rescue opening shall open directly to the outside in detail the design, calculations, drawings, written statements of the mechanical, ANSI/DASMA 115. Areas within hurricane prone regions: CL EXCEPTION: Grade floor or(BELOW grade floor openings shall have air conditioning, ventilation. heating systems ( new, existing or upgraded) (1). within 1 mile of the coastal high water line were the ultimate design 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL In I- V -C_ 2 a net clear opening of not less than 5 square feet. winds speed is 130 miles per hour or greater. IRC TABLE 802A1 3-isd COMMON W P 9 q stamped by a professional engineer if required by the Owner or Building Dept. P P 9 RAFTER UPLIFT CONNECTION FROM WIND _J O W O 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (2). In areas where the ultimate wind design speed is 140 MPH or greater. _ 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL � z z ---I � continuous run of treads or flight with FOUR OR MORE RISERS. A. EXCEPTION: RAFTER ROOF EXPOSURE C Q -J z Q r' SPACING SPAN W Q O F_; co Handrail Height measured above stair tread nosing, shall not be less than Wood Structural panels with a minimum of thickness of 7/16 inch (FEET) ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = W (j W E 34 inches and not more than 38inches. All Handrails shall be continuous and a maximum span of 8 feet shall be permitted for opening the full length of the stair from a point directly above the top riser of a flight protection. Panels shall be precut& predrilled to cover the glazed openings 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING W ❑ •- to apoint directly above the lowest riser of the flight. Handrails adjacent to TABLE R602.3 (1) U) U_ ROOF PITCH ROOF PITCH (n Z j a wall Shall have a space: of not less than 1-1/2 inches between the wall 6" DIAMETER -�■ with attachment hardware provided in the table below d Label all panels and store in a clean dry area of the house. DESCRIPTION OF NUMBER AND TYP -J and the handrail. see IRC code for exceptions. Refer to Attachments shall be provided in accordance with the table 214 201 263 247 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING O- P PANEL EDGES SUPPORTS GABLE END WALL FRAMING 16"O.C. 12 IRC Code for grip size specifications. as follows: 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" CONSTRUCTION TYPE 16"O.C. 1E 277 259 342 322 30 3/8"- 1/2„ 6d COMMON(RO FLOOR,WALL) „ ,. .. sd COMMON(ROOF) 6 SEE NOTE A 611 �� "I", "II", 'III", "IV", OR"V" above the floor or grade below shall have a railing not less than 36 inches 16"O.C. 24 340 318 422 396 in height. Railings shall have Top rails and Balusters and Bottom rails that are 16"O.C. 28 348 358 476 446 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed REFLECTIVE RED by the riser,tread and bottom rail of the guard rail at the open side of a stairway PANTONE#187 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7" � are permitted to be of such a size that a 6 inch sphere cannot pass through. 16"O.C. 36 469 438 538 547 Open sides of stairs with a total rise of more than 30 inches above the floor or F_ N W grade below shall have guards not less than 34 inches in height measured REFLECTIVE 16"D.C. 42 535 499 664 622 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" Open 0 vertically from the nosing of the treads. WHITE FIELD 16"O.C. 49 599 55s 745 s97 Z EXTERIOR WALL WOOD STRUCTURAL PANELS Q 13. WINDOW FALL PROTECTION: TO RESIST WIND PRESSURES TABLE R602.3 3 Were the top of the sill of an operable window ( ) opening is located LESS than 24 inches above the finished floor and GREATER TECHNICAL BULLETIN TITLE 19 NYCRR PART � LLI than 72 inches above the finished grade or other surface below on the exterior _,,. f_ NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD IY J DESIGNATION FOR STRUCTURAL MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING W W U of the building,the window must be provided with a window opening control device COMPONENTSTHATARE OF 1/2" Applicant shall provide engineered wood placard TABLE 507.2 STUD that compiles with IRC R312.2.2. Window Opening Control Devices. TRUSS TYPE CDNSTRUCTION on or adjacent to electrical meter box for field inspection. DECK LEDGER TO BAND JOIST CONNECTION NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL SPACING STROKE PANEL SPAN RATING THICKNESS EDGES FIELD "F" FLOOR FPAMING INCLUDING Residential structures with Truss type construction, 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in GIRDER=AND BEAMS Pre-Engineered Wood Construction And/or Timber Construction JOIST SPAN ad COMMON NAIL accordance with IRC R302.11 thru R302.112 and Draftstopping shall be for new dwelling and/or any addition,alteration CONNECTION (CO X ON N 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" installed per IRC R 302.12 thru R302.12.1 "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 DETAIL <6' 6'1"TO 8' 1"TO 10' 0'1"TO 12' shall be affixed on or adjacent to any electric box attached to the exterior Fireblockin materials R:302.11.1 shall be as follows: "FR" FLOOR IND ROOF FRAMING of the structure for field inspection 1/2"DIA. LAG SCREW 30" 23" 18" 5" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 t h� 9 &1/2 MAX.SHEATHING V 1. Two-inch nominal lumber UNDER SECTION602 OF THE BCNYS 2. 1/2" gypsum board 1/2"DIA.THRU BOLT APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance & 1/2"MAX.SHEATHING 36" 36" 34" 29^ THICKNESS TO WOOD FRAMING with the 10 foot horizontal Fireblocking in walls constructed using parallel TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES FRAMING SPACING NAILS SCREWS rows of studs or staggered studs. DF FOUNDATION MATERIALS 12'1"TO 14' 14'1"TO is' s'1"TO 18' 1/2„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 4. cellulose insulation installed and tested in accordance with ASTM E 119 or WALL EITHER DIRECTION 16"O.C. 8" 16" CLASS OF MATERIAL LOAD-BEARING PRESSURE 1/2"DIA.LAG SCREW W ,� cV UL 263, for the specific applications " 13" 11^ 10" " rn Crystalline bedrock 12,000 psf & 1/2 MAX.SHEATHING CEILING EITHER DIRECTION 16"O.C. 7 12 Sedimentary and foliated rock 4,000 psf 1/2° structural plywood 5/8 WALL 6d COOLER NAILS Draftstoppping material R302.12 shall be as follows: Sandy gravel and/cr gravel(GW and GP) 3,000 psf 1/2"DIA.THRU BOLT EITHER DIRECTION 16"O.C. 7" 12" I� In combustible construction where there is usable space both above and ,: , sand,silty sand,clayey sand,silty gravel and clayey gravel Panel,Attached to & 1/2"MAX. SHEATHING 24" 21` 19" TYPE"X" AT 1-7/8'LONG 6d COATED NAILS OR below the concealed space of a floor-ceiling assembly, draftstops shall be (SIN,SP,SM,SC,GM and GC) Z,000 psf Frame in accordance 5/$„ GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. M� W Clay,sandy clay,slty day,clayey silt,silt and sandy silt BENEATH SCREWS SHALL COMPLY WITH U U installed so that the area of the concealed space does not exceed (CL_,ML,MH and CH) 1,500 psf with Table R301.2.1.2 HABITABLE ROOMS IRC SECTION R702.3.5.1 p LEDGERS SHALL BE FLASHED d :� c3 1,000 square feet. Draflstopping shall the concealed space into approximately equal areas.. Draftstopping shall be provided in the following locations: a.When soil tests are required by Section R401.4, 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 �l V?� M 1. Ceiling is suspended under floor framing. the allowable bearing capacities of the soil shall be part of the recommendations. code of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. W 'D '"' M O MM 2. Floor framing is constructed of truss-type open-web or perforated members. U b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS h�+�l O '� are likely to be present at the site, the allowable bearing capacity shall be SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO determined by a sills investigation. GABLE END WALL FRAMING ct en 03 WINDOW UNIT ^ �, ��.,,•y CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA `IR WIND DESIGN SUBJECT TO DAMAGE FROM GROUND' WIND PLYWOOD STORM PANEL SNOW SPEED TOPOGRAPHIC SPECIAL BORNE WIND SIESMIC FROST WINTER ICE SHIELD AIR MEAN �� I ;,>Yf LOAD (MPH) EFFECTS WIND DEBRIS EXPOSURE DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SHUTTER DETAIL REGION ZONE CATEGORY CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP •'` kf Refer to General Notes for Panel M MODERATE �' ti0r°0 20 LBS 5140 NO NO NO B B SEVERE 3'-0" TO HEAVY 15 YES NO 1500 or less 52.2 \ ,<`©�a yip.!`� fastener requirements. M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 'GROUND SNOW LOAD IN ACCORDANCE WITH 2O17 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) Simpson TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS H2A Stud To Rafter TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Connector Of '114 . . . ._. . . . . . . . . . . • . .. . METHOD CS-GB: TABLE R602.3(1)& '�- *�•- - -'-1�- -'- -'�' R602.10.3(3)GYP.BD FASTENING. TOP PLATES TOP PLATES Typical Metal WINDOW HDR Strapping .I I.1 I'I I, 4'OC AT THE PANEL EDGES,INCLUDING TOP AND BOTTOM PLATES AND ALL at Openings - 'I I'1 1'I (' HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) ,I I I I•I I• SCREWS(1 5/8"TYPE W OR S) Horizontally attached I ood sheathing •I 1.1 METHOD CS-WSP: STUD BORED HOLE MAX. STUD p g 'I I•I AS PER TABLE R602.3(3) BORED HOLE MAX. DIAMETER 60% � shall have Solid Blocking ;I EXTERIOR SHEATHING ATTACHED • WITH 8d COMMON NAILS DIAMETER 40% - (PERCENT)OF STUD @all Plywood Joints .I (0.131 X 2.5"LONG) (PERCENT)OF 0 DEPTH 0 I• AT 6"O.C.ON EDGE AND 12" O.C. STUD DEPTH N FIELD = I 1 I' BRACED WALL PANEL INTERIOR FINISH: 5/8" MIN . 5/8"MIN . 5/8"MIN . r-,-518" MIN . I' SHALL BE MIN.1/2"GYP.BD FASTENED TO EDGE TO EDGE TO EDGE TO EDGE (' 1 I I'I _ WITH NAILS OR SCREWS IN ACCORDANCE NOTCH MUST NOT WITH IRC TABLE R702.3.5 OR NOTCH MUST NOT = •I I.I I I TABLE R602.3(1)FOR EXTERIOR WALL 0 VIF EXCEED 40% 0 — —•_ _ � • . J. SHEATHING (PERCENT) OF (PERCENT)OF 0 'i• I•I Cy — 4' EXCEED 25 J R •_ ;= •_ — P. STUD DEPTH STUD DEPTH Corner Holdowns •I ICI I'1 I; ALL HORIZONTAL PANEL JOINTS Refer to plans 'I I I I I SHALL OCCUR OVER AND BE 0 NAILED TO COMMON FRAMING BORED HOLES SHALL for locations 'I I I I I I' OR BLOCKING WITH WITH PANEL I•— LE IS BETWEEN NOT BE LOCATED IN if required 04 .I 'I N 1'I 1� EDGE-NAILING IN ACCORDANCE z BORED HOLES SH/� (PERCENT)AND THE SAME CROSS .I INTERIOR''�;�•• — 1•t I• WITH THE IRC SECTION R602.10.10 F NOT BE LOCATED I N 60 U(PERCENT)OF SPACING 7 SECTION OF THE CUT L STUD DEPTH THEN OR NOTCH IN STUD RIM JOIST ,I I,I I,I I' 0 � THE SAME CROSS STUD MUST BE DOUBLE .I I t I I I. SECTION OF THE CUT NO MORE THAN TWO LL 2 x 4 or2 x 6 STUD WALL OR NOTCH IN STUD SUCCESSIVE STUDS 'I I I I I I• 2 X BOTTOM PLATE W 0 ARE DOUBLED " ,I ICI I'I Q 2 AND SO BORED Sill Strapping f See details on •I I•I I•I I. EDGE SPACING -6" this page. 'I I I I I I• its J D TYPICAL ELEVATION WALL TO HEADER STRAPPING 0- FIGURE R602.2.3(1) FIGURE R602.2.3(2) W 0 IRC FIGURE R602.6(1)NOTCHING AND IRC FIGURE R602.6(2)NOTCHING AND FASTENING REQUIREMENTS FOR �/� �-- u- BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR N.T.S. V) WALLS AND BEARING WALLS NON-BEARING WALLS BRACED WALL PANEL AS PER R O 2 3 TABLE R602.3.(3) � z W z O � W � � � ry0 1-1/4" galy. x 20 gage coil strap with CUT STAGGERED nails in each end)atdea h after. common SIMPSON H2A LENGTH FASTENERSE s at each Rafter. With '� SEE TABLE 507.2 (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o 0 C f0 y 2 Min N IN 2 ROWS PROVIDE@STRUCTURAL RIDGES (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field r t &- s a"o L Each Rafter on Each side 0 OO QO p 5.5"MIN FOR 2X8• (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o _ _ 6.5"MIN FOR 2X10 of Ridge to have a �� 2�� `2 .0 2'ci- c CLEAR o @ Simpson LSU skewable hanger 0 0 g` c o 5"MAX:[ Schedule Dw -1 - = z m10 7.5'MIN FOR 2X12 g S 2 22 O=- c QU fll•Lall 10 Use 1-1/4" Metal 2 MIN LAG SCREW OR THRU-BOLT " 1-1/4" x 20 Gage Metal Coil 2 o 3 o o 2 m L y o 3 L c c 3 0 3 vm � .. Coil Strap 20 Gage LEDGER BOARD trap with 5 -8d common nails . r- �, _ `= y�, 3/4 MIN o o m a o m 12" Min (5) 8d common nails °° Look Out Blocks a= � N o a o ° in each end. catch jack studs � t-__ m in EACH END at ° and window or door Header. Less than o Typical each side and ALL Gable End Wall 2� 2.c M Q N c � c � CL EACH Stud. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS °° Yp � �:�'y �° 2 t °;.� �c, $d @ 6" oc Along PER FIGURE R507.2.1{1)OF 2015 IRC CODE windows and doors. N C -- L= E o or Equal Braced Wall Panel to 12" °' 00coC °'� � � �� � i= c°� mm T F- ccEa_3c. FIGURE R602.10.8(1) *Distance can be reduced to 4.5" RAFTER-TO-STUD CONNECTOR & if lag screws are used or bolt JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS WALL TO WALL STRAP spacing is reduced to that of RAFTER TO RIDGE STRAP IRC 802.3.1 NTS lag screws to attach 2x8 IN LIEU OF RIDGE STRAPS NTS rrn^ NTS ledgers to 2x8 band joists(1/2" PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. U) v stacked washers not permitted) LOCATED IN THE UPPER THIRD NOTE; 8d COMMON NAILS ARE z Z (r) 4 5 (� OF THE ATTIC SPACE AND ATTACHED 7 2-1/2" LONG J v TO THE RAFTERS WITH 4-8D NAILS 8 O W _ EACH END Q J W O I- o EXISTING NEW SIMPSON BSC WS4-1 .1 One-Hour Fire-Resistive Wood Wall = CONST. GALV DECK HANGER Assembly SIMPSON LUS28 @ 2X8 POST TO HEADER CONNECTOR 2x4 Wood Stud Wall - 100% Design Load - ASTM E SIMPSON ABU POST 2X P.T.LEDGER; MUST BE GREATER THAN 4"TREATED POST - _ V TO CONCRETE BRACKET 119 / N FPA 251 OR EQUAL TO DEPTH OF DECK JOIST AND SIDE COVER 2"MINIMUM NO GREATER THAN THE DEPTH OF THE RIM JOIST °' ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2-1/2"GALVINIZED CARRIAGE BOLTS GALV LAG SCREWS PER IRC TABLE R507.2 AND OR SIMPSON SD STRUCTURALo I f] O O PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) GRADE CONNECTOR SCREW 4 O O W see Schedule on DWG-1 ADHESIVE ANCHORS:HIGH-STRENGTH N C\:1 Ill of lag screw shall fully extend beyond EPDXY ANCHORING ADHESIVE FOR 2 C' CV O the inside face of the band joist. USE WITH THREADED ROD 3 N Z Z MECHANICAL ANCHORS;SIMPSON } CV U) 1/2" PLYWOD SOFFIT WEDGE-ALL WEDGE ANCHOR •�e � �r � . •. ... r �...p•. • .. ,�,.e.v..r .� w '.•�! .�'.,t . A, rw..�•� 1..r"r�.'':�•. � :: .r .-'�.'•...�� Q �Q .•'. En W FOOTINGS MUST\ FOOTING 12"DIAMETER 3/8"DIA.LAG SCREW PREDRILLED BEAR ON LL � m W Q TO CENTER OF TOP PLATE,STUD UNDISTURBED BEAR FOOTING ON � BEAR FOOO OR HEADER SOIL VIRGIN SOIL 36"MIN. BELOW GRADE Yf ti'.:;.ti. .:• +Q• * a .a +y.:L' .;,s t+,:t •.r'• ' ...••rr.•.v a LEDGER BOARD ATTACHMENT TO BAND JOIST 9 NTS P.T. POST TO CONC. PIER CONNECTION 2 M.�•y O NTS H 1. Framing-Nominal 2x4 wood studs, spaced 16 in. o.c., double top plates, single bottom plate 2. Sheathing-518 in.Type X gypsum wallboard, 4 ft. wide, applied horizontally. Horizontal joints are unblocked. Horizontal application r � a of wallboard represents the direction of least fire resistance as `./ opposed to vertical application. Z CU . 3. Insulation-3-1/2 in. thick mineral wool insulation (2.5 pcf, ; act nominal) w >~ > rn 9 4. Fasteners-2-1/4 in.#6 Type S drywall screws, spaced 12 in. o.c. V bi) o 5. Joints and Fastener Heads-Wallboard joints covered with Q o a$ rn ct paper tape and joint compound, fastener heads covered with joint compound O Tests conducted at the Fire Test Laboratory of National Gypsum J Research Center y�Gi are f 7 Test No: WP-1248 (Fire Endurance) March 29, 2000 WP-1246 (Hose Stream) March 9, 2000 Third Party Witness: Intertek Testing Services Report J20-06170.1 =. Q�N �r� MANUFACTURED LIGHT ENCLOSURE ATTIC INSULATION EIING FRAMING CONTINUOUS BEAD OF SEALANT SUBFLOOR GLUED,CAULKED OR GASKETED TO RIM JOIST/RIM CLOSURE SEALANT EXPANDING FOAM SEALANT ONTINUOUS BEAD OF SEALANT SEALANT RECESSED LIGHTING FIXTURE DRYWALL CEILING AIR BARRIER AT FOUNDATION TO BAND JOISTS AIR SEALING AT PREMANUFACTURED RECESSED LIGHTING FIXTURE Eave baffle installed ' _"'' ~ z adjacent to soffit and eave " " W ow vents. Baffle shall extend over } Z ..,, Table R402.4.1.1 Air barrier and insulation installation. € "z the top of the attic insulation ! J as per IRC chapter 11 TYR ROOF CONST (R40202.3) TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION 2 X CJ W/ INSULATIONt— COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa ENERGY NOTES YP T Fascia AS PER DRAWINGS ' 0 J General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Soffit See . ' OR HERS RATER t Q O requirements in the building envelope. Const. Dwgs l Exterior thermal envelope contains a g ' ? CL ADDITIONS &ALTERATIONS: SEALANT j W W Q W continuous air barrier. Q O SHALL BE IN ACCORDANCE WITH 2O17 NYS CODE SUPPLEMENT Breaks or joints in the air barrier shall be T Exterior wa APPENDIX J FOR EXISTING BUILDINGS SECTION AJ104 ENERGY EFFICIENCY Typ h 7 O Z sealed. See Const. Dwgs ;, .. ) W z Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The Additons, Alterations or renovations shall conform fo the provisions of Section N 1107 ;,.., O W installation density of the insulation shall be at the manufacturers'product (� recommendation and said density shall be maintained for all volume of as they relate to new construction without requiring the unaltered portion(s) of the e j each cavity. Batt type insulation will show no voids or gaps and existing building to comply with this chapter. " v CL N (D F-- maintain an even density for the entire cavity.Batt insulation shall be RAFTER SEALING AT ATTIC EAVE installed in the recommended cavity depth.Where an obstruction in Design in accordance with SECTION N1102 (R402) Building thermal Envelope the cavity due to services,blocking,bracing or other obstruction prescriptive compliance. Building envelope shall conform to Table N1102.1.2 r_ exists,the Batt product will be cut to fit the remaining depth of the EXTERIOR WALL AIR BARRIER SEALING EXAMPLE _ 2 y insulation and fenestration requirements by component. o 0 cavity.Where the batt is cut around obstructions,loose fill insulation - :- o E In rn� � � o shall be placed to fill any surface or concealed voids,and at the w �w E 2 o a Z t manufacturers'specified density.Where faced batt is used,the All heating and cooling systems shall conform to N1108 (R502)Additions. _ 5 m b o a 4 a installation tabs must be stapled to the face of the stud.There shall be LOW DENSITY SPRAY FOAM N s o no compression to the batt at the edges of the cavity due to inset The Buildingenvelope of the addition shall comply with sections INSULATION, R VALUE IN m o= o o N ° p P Y f --. �, o stapling installation tabs. ACCORDANCE WITH E o- 0 "� y °U Y N 1102.1- Building thermal envelope see table N1102.1.2 Rigid Foam or ��=:�.r--. ;_ ..w�- - y� � o HERS REPORT _05 3 L.o 3 0 Insulation that upon installation readily conforms to available space N 1102.2 - Specific insulation requirements, N 1102.3.1 - N 1102.3.5 Fenestration Wood Blocking _. .. shall be installed filling the entire cavity and within the manufacturers' and N 1102.4 -Air Leakage (mandatory) leakage rate shall not exceed 3 air as backdam - s m s a = y� y w g ( rY) 9 TYP. ROOF CONST ,�,;, . _ r density recommendation. >,. _ A �•- changes per hour as tested by a certified HERS rater. -- L s N _ 3.2 a` Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Roof underlayment a _ _ _ 8,2 2 x CJ W/ INSULATION o� •v =m � ceiling/soffit shall be aligned with the air barrier. N1102.4.2 Fireplaces; New wood burning fireplaces shall have: flue dampers or doors sealed to drip edge �' AS PER DRAWINGS I '"� _ ° L = .� y insulation and any gaps in the air barrier "yi, Cc _ ¢ __ o sealed. and outdoor combustion air. Doors on factory built fireplaces shall be labeled and listed OR HERS RATER BranchInet&-o-olfsendloints - - �j m r- a€f s in accordance with UL 127, the doors shall be tested and listed for fireplaces. `` ''�.-- i ~ Q y ca ca E a`o EL Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at Typ Fascia/ , I wall doors to unconditioned attic spaces exterior wall fines to allow for required attic ventilation. Soffit see SEALANT on. N 1102.4.5 Recessed Lighting: Shall be sealed to limit air leakage. t shall be sealed. All recessed lights shall be IC-rated and labeled as having air leakage rate <2.0 cfm. Const. Dwgs 9 9 9 non-vented , ;; :. : ., Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated All recessed lights to be sealed with a gasket or caulk between light and ceiling. "''�""'"' "'t' "` '''' '"" t'' ' plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. "` — W sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be N 1103 Systems; Heating and cooling systems shall comply with sections " i J J p Typ. Exterior wall 4 _....w...w... ..._..w.... �.. installed in substantial contact and continuous Q alignment with the air N 1103.1, N 1103.2, N 1103.3, N 1103.5 end N 1103.6 � See Const. Dwgs Q barrier. W Windows,skylights The space between window/door jambs N 1103.1 Controls (Mandatory) at least one programmable thermostat shall be OPTIONAL- RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing provided for each separate heating and cooling system. WITH SPRAY FOAM INSULATION W 0 shall be sealed. N 1103.3 Ducts; in accordance with N101 03.3.1 - N 11033.3.5 DUCT SEALING REQUIREMENTS Q Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Supply and return in attics shall be insulated with R-8 Minimum were greater Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain than 3 inches in diameter and R-6 where less than 3 inches in diameter above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the Supply and return in other areas shall be insulated with R-6 Minimum were greater topside of sheathing or continuous insulation installed on the than 3 inches in diameter and R-4.2 where less than 3 inches in diameter underside of floor framing and extend from the bottom to the top of all perimeter floor framing members. Approved window N1103.2 Sealing (Mandatory): Ducts, air handlers and filter boxes shall be sealed opening limiting device Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be joints and seams shall comply with Section M 1601.4.1 of the I RC. -W -- o Q shall be covered with a Class I,black permanently attached to the crawlspace walls. cv LU vapor retarder with overlapping joints taped. N1103.3.3 Duct Testing (Mandatory): Ducts shall be pressure tested by a rough-in fi C O test or post construction test by an approved HERS rater. ____ ______ _________ ___ --______ Shafts,penetrations Duct shafts,utility penetrations,and flue >_ W fi Window Cj Q shafts opening to exterior or I I r Q w N1103.3.4 Duct Leakage. tots leakage shall be less than 4cf per minute per 100sq ft. unconditioned space shall be sealed. 24" � � � of condition floor area where the air handler is installed at test time. (36•in IBC units) 4"sphere cannot Approved window fall prevention W W (aj pass through device(conform to ASTM F 2090) N 1103.3.5 Building cavaties: Framing cavities shall not be used as duct or plenums. Finished Floor Height U_ � U) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to g g p - Height Above the correct density without any voids or gaps or Finished Floor compression,or narrow cavities shall be filled by N 1103.4 Mechanical system piping insulation (Mandatory): Mechanical system piping Height Above insulation that on installation readily conforms to the insulation carrying fluids > 105 F degrees or< 55F degrees shall be insulated with R312.2 WINDOW FALL PROTECTION DIAGRAMS Finished Grade Finished Floor available cavity space. R-3 Minimum. TOP THE WINDOW SILL SHALL BE A M Garage separation Air sealing shall be provided between the garage and MI r NIMUM OF 24"ABOVE THE FINISHED conditioned spaces. FLOOR AND N1103.5 Service Hot Water Systems: shall include: Heated water circulation and GRADE OR THERTSU FACES BELOW ON THE ER THAN 72"ABOVE THE NISHED Finished Grade Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal temperature maintenance systems (Mandatory), circulation systems, demand EXTERIOR SIDE OF THE BUILDING.SHALL H envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. recirculation systems, pipe insulation COMPLY AS FOLLOWS: MTI Plumbing and Batt insulation shall be cut neatly to fit around wiring and 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW R312.2.2 WINDOW OPENING CONTROL DEVICES: wiring plumbing in exterior walls.There shall be no voids or N 1103.6 Mechanical Ventilation (Mandatory): provide ventilation as per M 1507 A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING ( rY)• P p WHERE THE OPENING Is IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH gaps or compression where cut to fit.Insulation that on of the IRC. Exhaust vents from bathrooms and toilet rooms shall direct) to the w Y ASTM F 2090. THE OPENING DEVICE AFTER OPERATION 1 installation readily conforms to available space shall outdoors. The shall not discharge into attics, crawls aces or inside the building. 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL L extend behind piping and wiring. Y g p 9 PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO .- Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE � � � �•• � exterior wall showers and tubs shall separate them from the showers and insulated. Whole-house mechanical ventilation systems shall be designed by the mechanical OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 c, tubs• contractor or 3rd party energy consulant in accordance with IRC sections M1507.3.1 - M1507.3.3. provide design per M1507.3.1, manual �n Electrical/phone The air barrier shall be installed behind electrical or > M override controls per M1507.3.2 ventilation rates per table M1507.3.3(1) of the IRC. o box on exterior wall communication boxes or air sealed boxes shall be installed. 00 W r , HVAC register HVAC register boots that penetrate building thermal CERTIFICATE (MANDATORY) N1101.14(R401.3) � v '" �CD N1104.1 Lighting ( Mandatory): Not less than 75 percent of the lamps in permanently O x boots envelope shall be sealed to the subfloor or drywall. ^�3 CJ C. installed light fixtures shall be high-efficacy lamps. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE Concealed When required to be sealed,concealed fire sprinklers shall BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE sprinklers only be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not FURNACE IS ATESHALL LOCATED. D `4 z G THE CERTIFICATE SHALL LIST THE FOLLOWING: ;,.`'� f`/,►� be used to fill voids between fire sprinkler cover plates and "d� �I �����J� walls or ceilings. R-VALUES FOR CEILING/ROOF,WALLS, FLOORS'Qd FOUNDATION (SLAB,WALLS, CRAWL SPACE ETC), DUCTS. � .3 IC insulation contact. ) ` a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. 3 RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. z`" r~OI`Pl.. TYPE AND EFFICIENCIES OF HEATING, COOLING, WATER HEATING EQUIPMENT. SMOKE AND CARBON MONOXIDE ALARMS FOR R312.2 WINDOW FALL PROTECTION NOTE: BRACING METHOD REPAIRS ALTERATIONS AND ADDITIONS: CS-WSP CONTINUOUS SHEATHING In accordance with IRC Appendix J TOP OF THE WINDOW SILL SHALL WOOD STRUCTURAL PANEL When repair work, alterations,interior alterations BE A MINIMUM OF 24"ABOVE THE FINISHED DETAIL #1 ON DWG-2 and additions requiring a permit occur, FLOOR AND GREATER THAN 72"ABOVE THE FINISHED GRADE OR OTHER SURFACES BRACED WALL NOTES: the dwelling shall be provided with smoke alarms BELOW ON THE EXTERIOR SIDE OF THE REFER TO DETAILS ON DWG-2 and Carbon Monoxide Alarms located as required BUILDING. SHALL COMPLYAS FOLLOWS: FOR HOLDOWNS,STRAPPING,BRACED WINDOWS, EXTERIOR FRENCH & SLIDING DRS for NEW DWELLINGS and shall be interconnected WALL DIAGRAMS AND DWG-i R312.2.2 WINDOW OPENING CONTROL DEVICES: FOR NAILING SCHEDULE. ALL BRACED Plans indicates ANDERSEN series 400 Tilit Wash and hard wired. WALL PANELS SHALL BE FULL-HEIGHT Model Numbers and shall be In accordance with IRC R609 Except as per NYS Supplement Appendix J WINDOW OPENING CONTROL DEVICE SHALL SECTIONS OF WALL WITH NO VERTICAL COMPLY WITH ASTM F 2000. THE OPENING OR HORIZONTAL OFFSETS. To be designed & installed as per manufacturers DEVICE AFTER OPERATION TO RELEASE THE 1, BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH specification for 140 ultimate design wind speed DEVICE SHALL ALLOW THE WINDOW TO 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 and IRC Table 301.2(2), 301.2(3) FULLY OPEN TO MEET THE CLEAR OPENING 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 AS REQUIRE TO MEET EGRESS R310.2.1 4. EXTERIORAND INTERIORWALLS PARALLELTO A BRACED WALL LINE Provide HP LOW-E4 glass; U = .30, SHGC = .29 SHALL BE OFFSET NOT MORE THAN 4 FEET. EGRESS: Shall meet R 310 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. WINDOW FALL PROTECTION: Shall meet R312.2 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH Substitutions made upon meeting Code. END OF A BRACED WALL LINE 7. THE DISTANCE BETWEENADJACENT EDGES OF BRACED WALL See page one, general notes for additional ' ; R602.10.2.2PANELS ALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE code requirements. ENCLOSED PORCH O 1 •--------------------- PROVIDE--------------------------------------- I PROVIDE SOLID 1 I 1 1 BLOCKING FOR FUTURE GRAB BARS 1 1 1 1 15'-8" z Q 1 1 I I J SIMPSON DTTZ2 - - - 2'-61, , , , , I �,�, W O HOLDOWN ALLOWABLE :•, 1 1 1 1 U 15'-8" LOAD: 1825 LBS / ID p, 1 1 1 , 1 1 1 71_011 y 1 1 1 , 15+ i_z 7'-10" 7'-10" ---------� �------------------------------------------� �--------- � DHP41052 TW2852T — — — ao" s'nrsP , Q 1 I I I O 1 I 1 I 1 1 1 1 I I I 2-2x8 , z � 14'-911 ' Y U x 3/4 HR FIRE RATED + „ „ I HANDICAPPED - METAL DOOR&FRAME W O LL lLO 5/z 5'/ � ACCESSIBLE o WITH SELF CLOSURE FRONT PARLOR U) Li_ la 2x10 RAFTERS 1@' I N g�gM M Q z Z O 2x8 CEILING JOTS S 6"0 I 1 1 a N (� - - 1 - I= M 2x4 COLLAR TIES @ 4 "oc I 5/8"FIRE RATE[ W I' 0 3-2x8 P.T.GIRDER FLUSH 'I TYR PIER ; ; i OSIMPSON I= = FOOTING ; ; I HOEDOWN TTZ2 I LIVING NG � I CEILING 0 W co 1 SEE DETAIL 11 1 1 ' ' 0' AREA I :E]) - 4-0 ± N �— rn I ALLOWABLE T_ O J V II ON DWG-2 ; ; ; A U) LOAD: 1825 LBS �,� L.L F- tL 1 1 1 1 V I v}- — — — — — - ' •,1 5'/2" c 1,00 co X o X ; ; ; 6 N 5-1/2"x 9 1/2" LVL US TW28210 CLOS N N 1 1 1 1 _ _ _ _ _ _ _' _ _ _ _ - '4 31-011 co Co 0 1 1 1 1 REMOVE EXIST 1 / o c .y 6 LL I i i i i I \ WALL N I / CV 1 T-0" I , ,, 2'-0" m� o I °x° SIT NEW JOISTS ON 3-0 �, m rn o N I 1 1 1 I I \ N / d t m O CL 2 2 ' _--__-- EXISTING SILL PLATE ' t - E #' ------- ------------------- ------------------ I 1 1 1 -7 1 - D1 O 0 � N C 0 0 N ATHROOM = cza i TI-- -- I- ---+ V I / 5/8"FIRE RATED P o 0 c y c I 1 1 U to OI L IS•-.0 O 1 11 I 1 1 OI \ / U GYP BD ON = m om om � om � •------------------------------------------------------------- -----+ 1 I 1 Z Q' CEILING 1 - c - c c.. m=.- o RATED c-- .� 1 co I . _ - — -` - I - — - I - _ - EXISTING RIDGE - — - — - _ I °' WITH SELF CLOSURE a $ —C) %�"Y ------ , , , , / METAL DOOR&FRAME "� -'- y ` ID W S C rn'� » 8 n.Y O r^ m:E w o g L c•E-`3 0 1 1 I 1 I r Z V I m Vf 2 C O [C•y IS O C 3 1 1 1 1 1 I z � �,/ ,//,-,�\/ I I O 1 1 1 1 I h- / 1 \ Z I CO , 1,{, \17J Q�O V N O C G,U D,L � � � � � 1 � LIVING _ cue �� 7-2 _ �n m In w cn REMOVE EXIST ROOM I- = m a� m �' cfl LL i i i i WFLAT CLG , 11 c a c 1n n a 3 E 1 t _I W 1 I 1 1 X WALL � 2-6 f�0 m 5 E c .c '�ZO 1 1 J I I 1 I I / I rFL\USH , " � III N - .m.. ' 1 1 z _�', I 1 , I 4-0 w O 0•E 0 C m W t,- m / @a-0 w 3-2 � �� o � �o C 00 N _ EXISTING I / I LIBRARY Co I 1 , 1 1 I I t , L U•fn^•� f0 2 M E =3 O V' } CRAWL SPACE CA ' ' / 3-1/2"x 9-1/2" \ ' ' 5'-611 iV Z c.Z t ( v U c m - z I-' — EXISTING _ _ _ EXISTING �, c a E m m m o 8 r ` LL 1 1 1 I I I c m m o 1 1 rnW 1 I 1 I [L _ _ _ Hvt=ilco H � En._omn 1 1 1-- - I 1 1 1 - _ FIREPLACE - c 1 (0 0 W I I BASEMENT - 1 1 > I TI A f R ❑ 1 1 1 I e 1 1 I 1 1 CV I N ( NEW LIVING BEDROOM #1 I 1 ------------ -------------------------------------- -----i fa, .: '----------------- 1 1 1 U'� I� �, acl AREA I '; ---- 1 1 1 1 I W O ------ - ------------------- •- -------- •------------------------- W_ o Cat z 'I _-_____ 1 I 1 1 1 1 Q W` l 11 SIT NEW JOISTS ON II .___ 5 I 2x10 RAFTERS (� 16'oc I EXISTING SILL PLATE °� � � II 'I_ ___________ ' 2x6CEILINGJOISTS @16"oc 2'-6" I' II I M 2x4 COLLAR IES @ 48"oc n I I t IALL EXISTING FOOTINGS SHALL BE ; ; ; I U U p II N�l FIELD VERIFIED THAT A MINIMUM I I 1 I I • I N 1 1 OF 16"X 8"CONCRETE FOOTING ; ; ; ; rcOi rn 11 LL LL II IS PRESENT AND THAT IT IS 36" 1 1 I t I ao W I BELOW GRADE MINIMUM. ; ; _�__�_ _-____ _ ' i L 48"CS�WSP — I — 48"CS-WSP J KITCHEN I N C4I I I 1 1 , 1 1 1 I ll"' II 1 1 1 1 I 1 1 I , , , , 1 1 1 I 1 I 1 t 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I' 11 I 1 1 1 1 1 1 1 I 1 1 1 _1 9'-5/ 1 1 2x8 P.T.GIRDER FLUSH ' ' _ _ ____ _ ______; ; +z' ' `� ' P.PIER ; 1 1 FOOTING •---------------------------- ---------------------------------- ON SEE DETAIL ; , , , I , , DWG-2 ; O r- I N O W FIRE RATING CALCULATIONS PER IBC 722.6 WOOD ASSEMBLIES nj N O Fire Tests In accordance with ASTM E119 KEY N z ' ' ' ' EXISTING 2 X8 FLOOR SYSTEM 1 HOUR FIRE RATED O Q 9'-5'/2" 1 1 1 I EXISTING 2 X 4 EXTERIOR WALL Q Wcl) (V FLOOR SYSTEM AS CALCULATED PER IBC 722.6 WOOD ASSEMBLIES 1 HOUR FIRE RATED SYSTEM AS CALCULATED PER EXISTING WALLS _ _ tyj 722.6 General.This section contains procedures for calculating I 1 1 I IBC 722.6 WOOD ASSEMBLIES the fire-resistance ratings of walls,floor/ceiling and roof/ceiling assemblies 722.6 General.This section contains procedures for calculating I t n D�-1/ NEW WALLS m in Q based in part on the standard method of testing referenced in Section 703.2. the fire-resistance ratings of walls,floor/ceiling and roof/ceiling p W W U 722.6.1 General assemblies based in part on the WALLS TO BE REMOVED This section contains procedures for calculating the fire-resistance standard method of testing referenced In Section 703.2. GENERAL EXISTING CONDITIONS NOTE: ; ratings of walls,floor/ceiling and roof/ceiling assemblies based TABLE 722.6.2(1) in part on the standard method of testing referenced in Section 703.2. Time assigned to wallboard membranes; ALL EXISTING DIMENSIONS AND CONSTRUCTION i i 722.6.1.1 Maximum Fire-Resistance Rating 1 -layer of 5/S"Type X Gypsum wall board 40 min Z WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, 1 1 Interior side of existing 2x4 wall. I� AND FIELD MEASUREMENTS. ; Fireresistance ratings calculated for assemblies using the methods 5d wallboard nails at 6"o.c.end joints of wall in Section 722.6 shall be limited to a maximum of 1 hour. board centered on joists. ALL MEASUREMENTS SHALL BE VERIFIED BY 'y CONTRACTOR PRIOR TO RENOVATION,ORDERING 1 1 TABLE 722.6.2(1) v MATERIALS AND START OF CONSTRUCTION.CONTRACTOR ' ' ' ' TABLE 722.6.2(2) 1 I I I Time assigned to wallboard membranes; ICI IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. 1 1 ' ' EXISTING:1-layers of 112"Gyp Bd 15 min Time assigned for contribution of wood framing; ARCHITECT DID NOT MEASURE INACCESSIBLE AND ; ; ; i NEW 1 -layer of 5/8"Type X Gypsum bd 40 min Wood Studs16 inches on center. 20 min CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN 1 1 1 1 INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY ; ; i TABLE 722.6.2(2) TOTALTIME 60 min ARCHITECT OF CONDITIONS. Time assigned for contribution of wood framing; W N OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF , , 1 1 Wood Floor and Roof joists 16 inches on center. 10 min C- EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. TOTAL TIME 65min PARTITION SCHEDULE QII 1--1 -------------------------- 1ST FLOOR PLAN CIO NEW 2 X 4/2X6 INTERIOR WALL 1 HOUR FIRE RATED SYSTEM SCALE: 1/4" = 1'-0" EXISTING EXTERIOR WALL- NON FIRE RATED w Z "'-'----------------------- AS CALCULATED PER IBC 722.6 WOOD ASSEMBLIES Q O 722.6 General.This section contains procedures for calculating the fire-resistance M""'I c� ratings of walls,floor/ceiling and roof/ceiling assemblies based in part on the O Smoke Detector EXISTING EXT. WALL W/ 1 HOUR FIRE RATING � M standard method of testing referenced in Section 703.2. ,.O O Carbon Monoxide Detector TABLE 722.6.2(1) co Refer to DWG-1 General Notes NEW 1 HOUR FIRE RATED INTERIOR PARTITION CD Time assigned to wallboard membranes; 1 -layer of 5/8"Type X Gypsum wall board 40 min In accordance with Section 915 of the FOUNDATION PLAN each side of existing 2x4 wall y EXISTING INTERIOR WALLS - NON FIRE RATED 2015 IFC as amended b the NYS SCALE: 1/4" - 1'-011 5d wallboard nails at 6"o.c.end joints of wall uniform code supplement board centered on joists. NEW EXTERIOR WALLS - NON FIRE RATED -••�" O TABLE 722.6.2(2) D A,f ., FOUNDATION WALL KEY Time assigned for contribution of wood framing; AREA SCHEDULE 41� k/ Wood Studs16 inches on center. 20 min REFER TO DRAWING -3 FOR ONE HOUR WALL ASSEMBLY a NAME AREA EXISTING FDN WALLS TOTAL TIME so minim 1st FLoor Area Addition 209 sq ft. Apartment Calculations •. •.-1 NEW FDN WALLS g sq t' Existing 1 st Floor Area 1346 s ft. ; Existing 2nd Floor Area 722 sq ft Existing House: 2068 sq ft x 40% allowable apartment area [ _ _ _ _ _ ] FDN WALLS TO BE REMOVED Total 1st Floor Area 1555 sq ft. - 827 sq ft area allowable accessory apartment 638 sq ft actual area of accessory apartment Area of Apartment 638 sq ft �' .� EXISTING 0 >- DWELLING F_ z z o O -j �_ v O 0 J ~ f-- GUTTERS & LEADERS 7 12 Q o- O AS REQUIRED FLASH 0 W o � TYPICAL To f_Plate U) Q 0 0- 0 0- W Z z CEDAR PERFECTION EXISTING ® �- 0 � W 3j EXIS NG DWELLING M SHINGLES TO MATCH W 0 N Ur EXISTING r DWEI. ING EXISTING ' BRICK ' CHIMNEY n n n n n n n n n n n n n n n n n n n— , N = O 0 = f6 to -_Top of Subfl or E L� y � ot � m Top Found on �upa 2 o cmc ° a S c Z a � = m m c -u N rn Qc c - d 0 0 0� U`� '� U w0 O G O m y m V Y = G U 2 8 >� & -8 . ° _ m�n2co m g oc3 ;ENO 3 L c c�3 ° I I 1 1 1 I a`o a aci O ° o o 'Ell u m�L Top oofFooting 1 — _ - - - _ — I — - - - I - - - - - - - - - EXISTING GRADE I I two :0 - - - - - — - - - - - - I - - - - - - - - - 7 I I Lam = � N�La � � o O Q U g� 1 �U 0m� _B of R v) m _m o E=Footing a s� .0°L tm` in f6 5- t6 E CCO d� a el Grade Minimum �� I - - - - - - - - - - � Grade Minimum — — — — — — — — — — — REAR ELEVATION_ SCALE: 1 /4" = 1 '-0" EXISTING ROOF EXISTING - DWELLING 0) °' p CONT. RIDGE VENT N N O EXISTING Ll � N Z DWELLING r >- 04 CONT. RIDGE VENT �,�" Q o N `� EXISTING ROOF m } Q GUTTERS & LEADERS — 12 w w "' U AS REQUIRED EXISTING ROOF .7 � UL ct TYPICAL 111111 Top o PlateA I I- I I I I I I I I I.I I _ CEDAR PERFECTION EXISTING SHINGLES TO MATCH DWELLING EXISTINGITITIT11-Ij I]jj I Ll JAJ 11111 111fil III Milli 1 _ _ Top o Subfloor a' Top of oundation U o ►-� W � z U Cj RADEN I EXSTIG G I I ' 1 1 I I EXISTING GRADE o _ _ I Bottom of I I I I I I �,; 'tom r Q 0 I I - - — — — — — — — —, � Footing I I I I � - - - - - - - - - — — — — — — — — — — — — otofFooling O �J � U I I I 36" below I I ( I I o LZ I I I Grade Minimum I EXISTING HOUSE NE ON => I AP — - - — - - - - - - — — - - — — FRONT ELEVATION RIGHT ELEVATION „ _ SCALE: 1 /4„ _ 1 ,_0„ SCALE: 1 /4 - 1 -0 ®s CODE COMPLIANCE STATEMENTS: TYPICAL NEW ROOF CONSTRUCTION 1. The windows selected for this project shall meet Class AAsphalt Roof Shingles w/ the egress requirements of R310. fasteners per manufacturer's specification 2. All windows shall meet Section R308 Glazing and and IRC 2015. R308.4 Hazardous locations. Ice & Water barrier as per IRC section R905.1.2 3. Windows were required shall meet the Window Fall (Note: Double underlayment is required protection requirement R312.2. for Roof slopes between 2 on 12 and 4 on 12) 4. Bathroom windows shall meet the hazardous Framing As per plans with 1/2" exterior grade glazing requirements as per R308.4 span rated structural plywood Sheathing, 5. Stairs, landings, railings & guards shall comply Nail to framing in accordance Fastener with R311 & R312 Schedules & Strapping per detail sheet(s). 6. Outside lighting shall comply with RE 3803.3 Flashing per IRC R905.2.8 7. Stairway illumination shall comply with R303.67 and R303.8 TYPICAL NEW SOFFIT CONSTRUCTION. 8. Fireblocking shall comply with R302.11 thru R302.11.2 MATCH EXISTING SELF-ADHERED FIFF EXIS ING ROOF 9 Draftstopping shall conform to R302.12 thru R302.12.1 ICE BARRIERS; • • RpRift. SELF-ADHERED POLYMER MODIFIED MAtch overhangs-typicalL - F IL O 10. Flame spread and smoke-developed index for walls BITUMEN SHEET USED IN PLACE OF 6" fascia & 6" rake boards. H }- and ceilings shall compy with R302.9 thru R302.9.4 NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF Trim wood in aluminum or use "azek" or equal z 11. Flame spread and smoke-developed index for ALL ROOF SURFACES TO A POINT NOT Metal drip edge per IRC R905.2.8.5 U) LESS THAN 24 INCHES INSIDE THE - Ell 11 11111insulation shall compy with R302.10 thru R302.10.5 EXTERIOR WALL LINE OF THE BUILDING. 1" continuous vent strip in Azek soffit z 0 11. Recessed lighting fixtures rated for ON ROOFS WITH SLOPE EQUAL OR GREATER O J membrane penetration shall meet ASTM Ell 9 THAN 8/12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG TYPICAL NEW EXTERIOR WALL W O and Fire Stopping as per ASTM E814 or UL 1479 THE ROOF SLOPE FROM THE EAVE EDGE OF THE 2x6 Doug-Fir Wood Studs @ 16" oc. 0 12. Exterior Decks shall comply with R507. BUILDING Double top Plate and Single Sole Plate. Q �-- 1/2" exterior Grade - Span Rated Q D Continuous Structural plywood Sheathing. �-- 0 CONTINUOUS RIDGE VENT Fastened per Fastener schedule. 0 U)RIDGE BOARD SHALL RHALL802 3'2 COLLAR TIESBE NAILED with 4-1Dd tyv q W ec House Wrapore equal. �-' (� BOX NAILS IN ACCORDANCE Cedar shingle siding to match existing. O Q z O WITH FASTENING SCHEDULE RAFTER/CEILING JOIST HEEL installed per manuf specs and IRC code. JOINT CONNECTION z SHALL BE NAILED Cont. load path strapping installed in accordance z IRC R806.3 TOGETHER IN ACCORDANCE with drawings. Provide Fire Blocking in accordance Se MIN. 1"AIR GAP 12 12 WITH TABLE R802.5.1(9) O W BETWN INSULATION (SEE DWG-1 FOR TABLE) with IRC R302.11 & R302.11.1 and M O AND SHEATHING 7 x4 CT @ 48" o 7 WITH SIMPSON H2AAT EACH Draftstopping per R302.12 & R302.12.1 N � 0 ROOF PLAN RAFTER TO STUD. SCALE ' = V-0" TYPICAL NEW FLOOR CONSTRUCTION _T_opoof Plate 3/4" Plywood Span Rated Subfloor, Glued and Nailed in _ r M R-21 BATT ° O rn 0 INSULATION accordance with the fastener schedule. �, rn m D E� o a R-21BATT �� wE Lyyvow Floor joists and Bridging as per Code. o INSULATION 0ccZ� U`ou2040m TYPICAL NEW FOUNDATION CONSTRUCTION y t o A o r NEW -'a '"� m •Q O O m O °0 LIVING in accordance with chapter 4 2 2 o o- 0� y ° Y o n� N `e >a n Y n `o AREA 3000 psi Air Entrained cast-in-place concrete N = 3 3 0 3 wall on cast-in-place Concrete Pier Footings g a 0 g 0'" r refer to Foundation Plan for footing size & N:- - T_ 2 R-19 BATT OR SPRAY FOAM °z m N o o O 3 o E _Top of- ubfloor INSULATION thickness. a c w _ CCL o To of Foundation 5 = r- E `"o 11 INSULATION SCHEDULE a� cnEm a)-0 Insulation requirements shall comply with N r E o 0. 22-4 0 o res-Check insulation requirements ' aa: 1/2"EXT GRADE PLYWOOD SOFFIT in accordance with IECC 2015 5'-3" 11'-10" 5'-3" M ° ' s,' s 9' IMPSON H2 @ EACH JOISTTO GIRDER NEW INTERIOR WALL FINISH Bottom f Footing o Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & cigs - unless noted. Min 1/2" Moisture Resistant Wall Board on SECTION - A Ceiling and alt walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings in wet areas. SCALE: 1 /4" = 1 '-0" Cn PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 °O OF THE IRC RESIDENTAIL CODE. DEN BEDROOM #3 O) ❑ 0 co N N ~ co eN- N Z INSULATION SCHEDULE a °) C0 shall comply with HERS insulation requirements CLASSIFICATION OF WORK: CLASSIFICATION OF WORK: Q W N AJ8 ADDITIONS in accordance with IECC 2015 ALTERATIONS-LEVEL 2 c J NSTRUCTURAL NOTE: STRUCTURAL NOTE: c' Location R-value Thickness ALL STRUCTURAL WORK SHALL ALL STRUCTURAL WORK SHALL ti U) Flat Clg * R-21 5-1/2" COMPLY WITH NYS COMPLY WITH NYS SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J N BATHROOM Floor(unheated space) R-19 6-1/4" SECTION AJ803 SECTION AJ605 Exterior 2x6 walls R-21 5-1/2" MECHANICAL SYSTEMS: MECHANICAL SYSTEMS: 'J Door-more than 50% glazing U = .30 SCGH: .29 THE MECHANICAL SYSTEMS SHALL THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH BE INSTALLED IN ACCORDANCE WITH THE NYS SUPPLEMENT APPENDIX J THE NYS SUPPLEMENT APPENDIX J v Other Specifications: AJ804 AJ606 �* _ • Windows: Us 0.30, SHGC5 0.29 PLUMBING NOTES: PLUMBING MCI M • z 100% high efficiency lighting (GEC's or LEDs) ALL PLUMBING SYSTEMS SHALL BE ALL PLUMBING TSYSTEMS SHALL BE • s 3 air changes per hour INSTALLED IN ACCORDANCE WITH INSTALLED IN ACCORDANCE WITH • z All Energy Star appliances THE NYS SUPPLEMENT APPENDIX J THE NYS SUPPLEMENT APPENDIX J SECTION AJ805 SECTION AJ607 ELECTRICAL NOTE: ELECTRICAL NOTE: � R403.6 Mechanical ventilation shall be provided that p� BEDROOM #2 meets the requirements of section M 1507 of the I RC ALL ELECTRICAL EQUIPMENT,SERVICES ALL ELECTRICAL EQUIPMENT,SERVICES r q AND WIRING SHALL BE INSTALLED AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH NYS IN ACCORDANCE WITH NYS F,,,, W O SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J R403.7 Heating and cooling equipment shall be SECTIONAJ806 SECTIONAJ608 [--� U Z 4 sized in accordance with ACCA manual J by a 0 v, CZ FIRE&LIFE SAFETY NOTE: FIRE&LIFE SAFETY NOTE: certified third party rater. .4 M o ALL SMOKE ALARMS,CARBON ALL SMOKE ALARMS,CARBON :- MONOXIDE ALARMS OR MONOXIDE ALARMS ORto 00 MM AUTOMATIC SPRINKLERS SYTEMS AUTOMATIC SPRINKLERS SYTEMS in SHALL BE IN ACCORDANCE WITH NYS SHALL BE IN ACCORDANCE WITH NYS SUPPLEMENT APPENDIX SUPPLEMENT APPENDIX r+ SECTION AJ802 SECTION AJ604 f S 22'-4" AS - BUILT n : 2ND FLOOR PLAN , SCALE: 1/4" = 1'-0" AREA: 722 SID FT 6 Z