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Home My WebLink About44710-Z ��g�FFOt Town of Southold 11/5/2021 P.O.Box 1179 0 53095 Main Rd 4,g Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42502 Date: 11/5/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1250 Vanston Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/29/2020 pursuant to which Building Permit No. 44710 dated 2/19/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued'is: additions and alterations, including covered front porch, to existing single-family dwelling as applied for per ZBA #7345. dated 12/19/2019. The certificate is issued to Hahn,Michael&Debra of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44710 9/16/2021 PLUMBERS CERTIFICATION DATED 10/27/2021 e eth Zdan' u o,ri/ecYSignature S�FFOI�,c TOWN OF SOUTHOLD BUILDING DEPARTMENT g' TOWN CLERK'S OFFICE SOUTHOLD, NY sol 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#: 44710 Date: 2/19/2020 Permission is hereby granted to: Hahn, Michael & Debra 158 Spencer Ave Lynbrook, NY 11563 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 1250 Vanston Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.4-7 Pursuant to application dated 1/29/2020 and approved by the Building Inspector. To expire on 8/20/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $899.20 CO -ADDITION TO DWELLING $50.00 Total: $949.20 ti uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 - / Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: Van S+Cr) ?—(A �V`-��t'�C��.�� n House No. Street f_ HaiUIA Owner or Owners of Property-_ !_ " C h a e- 14 Deb a `1`"(a hn Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature CONSENT TO INSPECTION Michael & Debbie Hahn ,the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned(is) (are) the owner(s) of the remises in the Town of Southold, located at 1250 Vanston Road, CUTCHOGUE, NY 11935 , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 111 , Block 4 ,Lot 7 That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: 05/31/2019. /-j PZ6 (Signature) Deb ie H r' e (Signature) Michael Hahn (Print Name) BuildinjZ Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, MICHAEL HAHN residing at 1250 VANSTON ROAD, (Print property owner's name) (Mailing Address) CUTHCHOGUE, NY 11935 do hereby authorize ANGELO KATEVATIS (Agent) to apply on my behalf to the Southold Building Department. 05/31/2019. (Owner's Signature) (Date) MICHAEL HAHN (Print Owner's Name) Town Hall Annex Telephone(631)765-1802 54375 Main Road >, P.O.Box 1179 ® sean.devlin(&-town.southold.ny.us Southold,NY 11971-0959 COO,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Hahn Address: 1250 Vanston Rd city Cutchogue st: NY zip: 11935 Building Permit#: 44710 Section- 1 1 1 Block. 4 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor, DBA: Lagreco Electric License No: 4048ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 34 Ceding Fixtures 5 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 6 Smoke Detectors 5 Main Panel A/C Condenser Single Recpt Recessed Fixtures 33 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED Exit Fixtures Pump Other Equipment. Notes: Front Porch and Two Story Addition w/ Unfinished Basement Inspector Signature: Date: September 16, 2021 S.Devlin-Cert Electrical Compliance Form 1 Town Hall Annex {F Telephone(631)765-1802 54375 Maui Road _ Fax(631)765-9502 P.O.Box 1179 G. Southold.NY 1197-1-0959 BUILDINGDEPARTMENT E C E TOWN OF SOUTHOLD ® 2021 NOV 0 4 DO BUILDING DEPT TOWN OF SOUTHOLD CERTIFICATION Date: -,E��/d?�, r � Building Permit No. 71 Owner: (Please print) Plumber: f�l�ial..,,L�12r2v_t!1 (Please print) t I certify that the solder used in the water supply system contains tes's than 2/10 of 1% lead. mbe igna re) Sworn to before me this day of 20 2— i 1 Notary Public, County LISA SCHNEIDER Notary Public,State of New York No.5010279 Qualified in Nassau County Commission Expires March 30,20�? a `kx 10 so�T Town Hall Annex Telephone(631)765-1802 54375 Main Road Nc Fax(631)765-9502- P.O.Box 1179 Southold,NY 11971-0959Q l� 'gum BUILDING DEPARTMENT TOWN OF SOUTHOLD NOV 0 4 2021 BUILDING DEPT CERTIFICATION TOWN OF SOUTHOLD Date: 0 o a 1)Z0 2,1 Building Permit No. l Owner: M I'CK'#cL lift 1 Y4 (Please print) Plumber:_ Pnn I]-+) ZD A-P4 1'0 (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. umbers Signature) Sworn to before me this )L--1'4' -day of OCGTo 8e K , 20 Z I GENNARO COZaOLINO Notary Public,State of New York Qualified in Suffolk County No.OIC08249&54 My Commission Expires Oct.11,2009 Notary Public, �kLx County P �Of SOUIyO� +� H -7 # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION a [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: G qq j,,nf'v/ Q 46,n OA tv1 Ce Al /ecot-4) n te i/)_h6 0�e _ - a -l-ed 'G rpt . c PA 8 DATE INSPECTOR uu .ISI O �O��OF SOUIyOIo 1 * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: cx K-=— v "9. ft9(z +Jc�,,,J SVru o✓ �i�e / _ wkk& Do % • DATE '� ?�O� INSPECTOR iii # f TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECPON [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND .[ j INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL-) [ ] CODE VIOLATION [ ] PARE C/O A ,� REMARKS: 1 ac r DATE INSPECTOR �"� ••!�I � �o��pFSOUTyolo TOWN OF SOUTHOLD-BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [V INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: N.000l c: DATE INSPECTOR, pF SOUTH°lo # TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 -I NSPEC-,=- ION [ ] FOUNDATION 1 ST [ ROUGH PL13G. [ ] FOUNDATION '2ND , ` [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL'(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION REMARKS:�: rr DATE INSPECTOR I1 6qli �oy��OF SOUI�olo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 ULATIOWCAULKING r [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [= ]- FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS ,aL �QAIJIVJ ovi — VAe NMI q >1 (&'I/ I(ZMkv� 0 yl swko sm/ 1� ftTv DATE INSPECTOR rA44� Of SOUIHL1110 ✓v vArdf r v w � # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]_ PRE C/O REMARKS: S-r- 12/yTC26( DATE S 'LO 2/ INSPECTOR -of S 0 -710 � H ) '2-t�7o \IA-Njj vv �f TOWN OF SOUTHOLD BUILDING DEPT. �y�OUrm,N�' 765-1802 - INSPECTION [ _ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION'2ND- [ ] INSULATION/CAULKING [ ],'FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION'-- -[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) L leiELECTRICAL (FINAL) [ ] CODE VIOLATION nPRE C/O REMARKS:. DATE nL3 1Y, INSPECTOR _.. 1WRZ WO IMI isrr, 'a ss r< _ 1� u 1' F b 47 D ECEHE NOV n � 2021 DD BUILDING DEPT. TO`)?")Op SOUTHOLD �'x s„ rT�: n ^� ts' °Yi �'�* r ,? `':� )�1�� r.Y a .e,��-.. ',. 3 �. ,�� .. � air* v ^''$.>,` - �' 1 \ V ... .. _. \�_- \ . t - � \\i\ \� � \ \� / � �` 't l/ ,l • •• • COMMENTS � ©Wim, cmmm UA A ENV XCRE wi irk fln- 1 / � ,, �1 .__ I ,ISI I /� � • ' • I � r_�� `_ pin ZPIFIII � X11 , Lr►r r • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN VALO' Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: 631 765-95021 A Surve Southoldtownny.gov I' wy Check Septic Form N.Y.S.D.E.C. w 2 219 Trustees C.O.Application Flood Permit Examined ,20V r -^' iy, Single&Separate Off'SOS r''1' ' Truss Identification Form Storm-Water Assessment Form ontact: ANGELO KATEVATIS Approved ,20 AV ��✓ tpt, --Mail to: 355 SUNRISE HWY Disapproved a/c WEST BABYLON,NY 11704 Phone: 631-422-9190 Expiration ,20 4 rl'LICATION FOR BUILDING PERMIT Date , 20 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 regulatio s, d to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 355 SUNRISE HWY, WEST BABYLON, NY 11704 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder GENERAL CONTRACTOR Name of owner of premises MICHAEL HAHN (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1250 VANSTON ROAD, CUTHCHOGUE,NY 11935 House Number Street Hamlet County Tax Map No. 1000 Section 111.00 Block 04.00 Lot 007.000 Subdivision Filed Map No. Lot R� 2. State existing use and occupancy of premises a_pd intended uy and occupancy of proposed construction: a. Existing use and occupancy f► r C Y lb-&rJCC— b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �o 0 �-� 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. o ► 7. Dimensions of existing structures, if any: Front 41 0 Rear Depth 31, 1 Height ZG - Number of Stories 2 Dimensions of swme structure with alterations or additions: Front Rear Depth ,`j / Height 24 Number of Stories Z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front �, to Rear / ®l. N , Depths-( f 10. Date of Purchase Name of Former Owner�/ 11. Zone or use district in which premises are situated Iti 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO + Cu ZC(1-o&u r;- 14.Names of Owner of premises W i C,4 6L 4 A 14WAddress I Z 5 0 IA-0-37"J Phone No. Name of Architect i 661 A -L 4,g&C-Lo g- P,b.Address-ti ,. 0 Ktell 6,,PVone No 16- g 2 2- Tp Name of Contractor tnrnitS ?EV E4�l5 Address J uwej& Y Phone No. 31 ' 22- / 0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) MICHAEL HAHN being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the OWNER (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swoto b fore me this 11 '' 4, %1 S7 day of A/��'Y 20 1 I GENNARO COZZOLINO L4 , otary Public Notary public,State of New York Signature of Applicant Qualified in Suffolk county No.01006249664 )) My Commission Expires Oct.11,20! Scott A. Russell STO�J[�.IMMATJE][� SUPERVISOR AMAIN AGIENCENT SOUTHOLD TOWN HALL-P.O.Box 1179 v 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold �l CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[2A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of'ground surface. ❑ET"B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[-D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[l"IF. 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 k-ind-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 Taa"IMap Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, plea a submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Deparent with your Building Permit Application. APPLICANT/ (Property Owner,Design Professional,Agent,Contractor,Other) , S.C.T.M. #: 1000 Date/ 1q District 1 NAME (� l0 4, ifAjrCa..`y5 a.�u Section Block Lot i 5ign" **** moi/ FOR BUILDING PARTMENT USE ONLY**`* ��Contact Informa io ! — —a, C3/ 7006 ee !v�/ �f Z�r�t i ®— — — — )Reviewed Revsewed By: i Date: t�p� Property Address / Location of Construction Work: — — — — — — — — — — — — — — — '^�� s / -/ n Approved for processing Building Permit. ` pt @,J/ �V/�' /G / — — Stormwater Management Control Plan Not Required. -1110C-We A/y ll �S ❑ Stormwater Management Control Plan is Required. IL % (Forward to Engineering Department foi Review.) FORM SMCP-TOS MAY 2014 Town Hall Annex ' ¢ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CD P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 05/31/2019 Owner: MICHAEL HAHN Location of Property: 1250 VANSTON ROAD, CUTHCHOGUE, NY 11935 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): ANGELO KATEVATIS Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 f Sa �ly�lo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA (631)765- 5 P.O.Box 1179 G Q roaer.dchert own.sout90 ny us Southold,NY 11971-0959 Fi. BUILDING DEPARTMENT I ; TOWN OF SOUTHOLD JUN - � 2020 i APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Da i. b d 0,A-,s Aa .� Date: �ZI 2bZ0 Company Name: LA &YLECo CLCCrr1L Name: D1'VG d -S License No.: Q Address: S�1'f&h1e1We_ Gare GrOW $f2 OK Phone No.:aJ 478 ._ A.P16 JOBSITE INFORMATION: (*Indicates required information) *Name: ►CHL �` �b�� G&��l '"Address: l 0'?SSd *Cross Street: (A N&NEW 6—rA RoAb `Phone No.. 5i6 sn p Permit No.: 447-10 - Tax-Map District: 1000 Section:- LU Block:— Lot: — *BRIEF DESCRIPTION OF,WORK(Please Print Clearly) r _I Pta�or�ecQ Ifod ��®�0�1� �Zv)oJrl�r.��4�e%� o �e��ox C9 5► 4WS (7)SrwlleC))e�6 ri G r U CX 4-6-F-� 6 Sr^n CI S Alnk L,34 (Please Circle All That Apply) *Is job ready for inspection: ES/ NO C!!,h)n *Do-you need a Tem Certfca#e. Y _ Final SE Temp Infanmation(if needed) *Service Size: 1 Phase 3Phase 100 950 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Seryice Overhead Additional.Information: PAYMENT DUE WITH APPLICATION-$ 16b B2-Request for Inspection Form �,�� ; Town Hall Annex lO � � ; � 54375 Main Road Telephone(631)765-1802 , y (631)76595 P.O.Box u7s G Q roger:richert(a town soutli0115'n yl.:us ' Southold,NY 1197,1-0959 � BUILDING DEPARTMENT TOWN OF SOUTHOLI) JUN - 4 2020 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Do ,1,r C) Date:66-54yz Ce �Z� ZbZ.Q - Company Name: L- YL.C'C® Name: DMd S License No.: 40 /IIX Address. 6--/4Q/d`E'1wGit�� Phone No.:('�*t l 3 JOBSITE INFORMATION: (*Indicates required information) *Name: I &644-'EL '4 066bii57 daAAl i *Address: 05-0 V plyC/ 0.i4,4AiV //9_-9_6— *Cross Street: 1A TU AW E•w9=A 9OA *Phone No-: 5/6 413�2p Permit No.: " _"'!PO Tax-Map District: 1000 Section:_fJ_ Block: ; Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) o /f o _/ EYOhrr , ._ rlers (Y- c oRec,13ox' 9)SVVVc Ones (`7)Sr%OW C))Cm , �l 1:�A W 60X C2- GEL C I ) CXR6- (ro�Swoy e cher U� �LS I- sc.rrk l-t C`1'}ptiK�� (Please Circle All That Apply) *Is job ready for inspection: ES! NO ouch n Final *Do-you need a Tem Certificate: le Temp YES U i Temp Information (If.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional.Information: PAYMENT DUE WITH APPLICATION IID 112=Request for inspection Form �j 1!`S© /V P` ' �Mul PERMIT# I Address: Switches Outlets l GFI's Surface Sconces 1 I H H's � I UC Lts Fans Fridge HW Exhaust 1 Oven Dryer Smokes 1 DW Service Carbon Micro Generator Combo ' Cooktop Transfer AC AH Mini Special: Comments N 300 g6. 55' 40' CMF E CMF 303 0 rn .Ni 302 O O N301 b N J O 0 r FRAME SHED 42.5' ,1u'` , MASONRY o WALL N 1.4'W uNr � Q z W I COMPOSITE RAMP 2 I COMPOSITEI > DECK I i CE 2nd STY 28.8 c �9.8 11.5 I TWO I STORY FRAME m DWEWNG 20 9 v 26.9 ( Q 15.2 Cop I 0.51W r BRICK PLAT BRICK I W WALL 3 I I e IBRICK I z Z STEPS Z < p> CMF I _ ,o �zz:7,__zz_ CMF Z I r l 5 AA'5e 00 Zjlii`lE- I - I e t.1t�e _ ICMF .-y--,. .. .. ... ��R a•��:_�b- 1RPEfAILAR 59' 29' 00" W I9.9v% Too') - ------------------------f-------------�-- V AN STON ROAD- et�eet sign (OLD COVE ROAD — map) NOTES: Certified ONLY To 1)SAME AS DISTRICT 1000, SECTION 111, BLOCK 4, LOT 7 EAST COAST ABSTRACT, INC. Title No. ECA-47767 ON THE SUFFOLK COUNTY TAX MAP. STEWART TITLE INSURANCE COMPANY 2)THE EXISTENCE OF ANY RIGHT OF WAYS AND/OR EASEMENTS .OF WELLS FARGO BANK, N.A. RECORD, IF ANY, NOT SHOWN, NOT GUARANTEED. 3)CMF = CONCRETE MONUMENT FOUND. MICHAEL A. HAHN 4)( ) = MAP DIMENSION. DEBRA HAHN • UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. •COPIES OF THIS SURVEY MAP NOT BEARIMG THE LAND SURVEYOR'S INKED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. •CERTIFICATIONS 114DICATED HEREON SMALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. •THE OFFSETS FROM PROPERTY LINES SHOWN HEREON ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, RETAINING WALLS, POOLS, BLDG. ADDITIONS, AND/OR OTHER CONSTRUCTION. •COVENANTS AND RESTRICTIONS, IF ANT, NOT INDICATED OR SHOWN UNLESS REQUESTED IN WRITING BY CLIENTS OR THEIR REPRESENTATIVE PRIOR TO SURVEY BEING DONE Q COPYRIGHT BY ROBERT B. HOLZMAN, L.S., AS PER ORIGINAL DATE SHOWN ON SURVEY, S U R V E Y LOT 302 AMENDED MAP A of , •"" NASSAU' P OI N T � (eV NEtV)' filed August 15, 1922; map number 156 Q" B.HO CO oQ�P �1 � CUTCHOGUE Q 1'� TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK r- , ROBERT B. HOLZMAN LAND SURVEYING P.C. 2019 LICENSED LAND SURVEYOR, N.Y.S. 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EX 4 BEDROOM a PROJECT nvrty apse ®PCRIMEfER WIni R-IS INSULATION a Issr4 sopa CAULK AND AIR SrAL ALL SEAMS HOUSE TO REMAIN01 AROUND WALS AND WINDOWS 4 BE D R O O M Lange vyaranen Art ze,l,ng zmlim pmnem hervxn,mgmage era CA=AND ABLSEAL HAHN RESIDENCE covdmvnd sP,¢+ vin onva.ws s x u,s R-1 I, ALL SPJ,MS cu,wuun v.near _ ,s.w 8hvn6 Racsd L8hl finnan whllmwNc m,ldwg Wcmut Rwsvd eget Ganem smolleim OwbmWmg nadepeshasm eukdmlhe drrw+R namminnloln analm.wnpxem lc[xma v4•PLvwooD an.aaa' 1 250 OGUE.N N ROAD sun FLooR G UTCHOGUE,N.Y 7 1935 PT SILLPLATE r>f-••e .>.s-.eve Hw,b,vg Baa mmlanonsmllmntomdYmfit einem n.�•."•^^u mr^.:^ .•'.w.^^ ed wtReg wumgad pluw6ivgmcanmwaW,m SILL OTE SHIELD •^.*'^•*��•-•�•^-«•••^•'•�`••�^ ,vmmnPnlmen mxallann,oddy sin Rao INSULATION TCM11rE SHIELD PROPOSED endabk span rhall cxumd behmdppmgnnd 6meioPn-A56etPLIJeO wUm6 >�_ •� 2ND STORY Smwa)mb on Theaxbamttwsmllm mea walm d,aemebshovm F}mw wlBadjocee[Io4mwen ammM CA—AND E`,L ,s4 „ ADDITION nttm inn dmE,a l p nmu mB��umam m mwmb biltb"mw m AU SEAMS & FRONT PORCH Ei�an�e The nhema Walm nacollmmhudelamrelm li e.enwn.^.wee nrt.en,.., „ ] naw zs calm rom,mvanenmxnmmr-soled mxasmRmv,mlld ri^miav vwa,mmromwe^.a,enas.n ew ace oe oma .- AIR SEAL DETAIL HVAC.1— IIVACnBnnrbooa dwt pennate CWdm616ama1 ennkpe F' a><n..,w-,a^,a.mm.wrv.uo...n.,.eowe..mswean,n<u..n.am.,:nr^[•w,,. •e amu" mina ,nnumanlmwrmmennnmerywili !I cmmmd wen rrom,dmmenma mnwdd l;napm,nm amn oay a•w—rte— w:~�,T e ep,Nlm manld,n.„anoaln.e,a,emnm,m,am by wa ELLS ONLY INC. mavuf lura GuWvg oroNtt•dhcvveadann abilinmm �1 usmbfiD vv,d+bnrern[ae Hmvkittmmpmm am vols or I HOME IMPROVEMENTS a,mga o am.xnaadvmsieonwm[^a.,a a g.wn a355 Sunrise Highway We 1 ,•e:^•'^="w + ••r .aaa v st Babylon,Newyork 11704 Phone(631)422-9190 Fax(631)422-9313 REFER TO 2016 NYS SUPPLEMENT TYPE Or WORK: DRAWING LIST CODE REFERENCES COMPLY WITH APPENDIX J,SECTION AJ202 1 COR DEFINITIONS []NEW BUILDIN( []ALTERATIONS-LEVEL 2 [] REPAIR I of 5-PROPER I Y'INFORMATION PLOT PLAN,RES CHF,CK 2015 INTERNATIONAL RESIDFNTIAL CODE 2nd Prmllne DRAWN BY RG DRAWING NO / 22017 NEW YORK STATE UNIFORM CODE SUPPLEMENT [X]ADDI I ION [] REPLACEMENI [X] DEMOLITION of 5-FOUNDATION SCCI ION AND FLOOR PLAN 3 of 5-ELEVATIONS 2015 AMERICAN WOOD COUNCIL(2015 W FCM) DATE- 5/2!19 []ALTERA7(ONS LEVEL [] CHANGE OF OCCUPANCY []REPLACEMENT DS-1 -ULIAIL SHLEI.CONNCCIION UC7 AILS 2015 INTERNATIONAL ENERGY CONSERVATION CODE US-2-CODE REPCRENCCS GENERAL NOTES 2016 NEW YORK STATT FNTPGY CONSERVAI ION CODE SUPPLEMENT SCALE AS SHOWN 1 �i N 300 ' ss. CMF g5. 40" E 101.9p, 02') CMF 303 b rn � 302 b O N 301 0 N b r FRAME r 42.5' 10.2 SHED N MASONRY Y Certified ONLY To EAST COAST ABSTRACT, INC. Title No. ECA-47767 STEWART TITLE INSURANCE COMPANY WELLS FARGO BANK, N.A. MICHAEL A. HAHN DEBRA HAHN 1.4'W t t CONCj PLAT' _ COMPOSITE RAMP 1 COMPOSITE w I -I DECK I > I 3 I a 1 CE 2nd STY I a 1 8 9. 1 1 26.8 � 11.5 I Two � I CRY ° I FRAME m DWELLING a 28.9 I 0 eo I n COV 1 0 COM ` 0.5'W POS PCH 0 td W COMPOS 371 , STEPS I e 3ca 13.7' 209 � 3 1 N i0 m N I M z I , U) Z N z f0 BRICK 1 I 1 &PLAT I a I CMF 1 g I C, 1a ROgp _—r/__— CMF_`_ I m I '\1a\.\cue 9 41'`�•gOal w ' _."CUR`S• 1 CMF "'• IS + _ IRREGULAR _ 59' 29' 00" W ,la9.90'\(100') Vlr ANSTOROA® — street sign • (OLD COVE ROAD — map) u YU �aTEs: +1° 1)SAME AS DISTRICT 1000, SECTION 111, BLOCK 4, LOT 7 ON THE SUFFOLK COUNTY TAX MAP. 2)THE EXISTENCE OF ANY RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN, NOT GUARANTEED. 3)CMF = CONCRETE MONUMENT FOUND. 4)( ) = MAP DIMENSION. 8-31-20: UPDATE SURVEY * UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. •COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. •THE OFFSETS FROM PROPERTY LINES SHOWN HEREON ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, RETAINING WALLS, POOLS, BLDG. ADDITIONS, AND/OR OTHER CONSTRUCTION. " COVENANTS AND RESTRICTIONS, IF ANT, NOT INDICATED OR SHOWN UNLESS REQUESTED IN WRITING BY CLIENTS OR THEIR REPRESENTATIVE PRIOR TO SURVEY BEING DONE. ©COPYRIGHT BY ROBERT B. HOLZMAN, L.S., AS PER ORIGINAL DATE SHOWN ON SURVEY. LOT 302 AMENDED MAP A of S E P A 2020 D1 N ASS AU POINT filed August 15, 1922; map number 156 CUTCHOGUE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ROBERT B. HOLZMAN LAND SURVEYING P.C. 2019 LICENSED LAND SURVEYOR, N.Y.S. LIC. # 49176 1029 WILLIAM FLOYD PARKWAY, SUITE 3, SHIRLEY, NY 11967 PHONE : 631-281-0162 FAX : 631-281-0292 E—mail: rbhls@optonline.net F��ADS SVDATE: January 3, 2019 SCALE: 1"=40' FILE* 1000-111-4-7 CD20\12-1B\SOUTHOLD'�T11— 7`111-4-7--update survey--8-31-20 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 26, 2019 TO: Angelo Katevatis (Hahn) 355 Sunrise Highway Babylon, NY 11704 Please take notice that your application dated June 20, 2019: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 1250 Vanston Road, Cutcho ug e,NY County Tax Map No. 1000—Section 111 Block 4 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 28,749.6 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet. The construction has a minimum side yard setback of 12.83 feet. Authorized Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS so Town Hall Leslie Kanes Weisman,Chairperson ® 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ® a� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento MUM, Southold,NY 11971 http://southoldtownny.gov RECEIVED"' ZONING BOARD OF APPEALS & Vb-,L(� 1u 1-1?m TOWN OF SOUTHOLD Fn DEC 2 6 2019 Tel.(631)765-1809-Fax(631)765-9064 1 b[¢0 S®U :Old TOwn Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 19, 2019 ZBA FILE No.: 7345 NAME OF APPLICANT: Michael and Debra Hahn PROPERTY LOCATION:1250 Vanston Road, Cutchogue,NY 11935 SCTM#1000-111-4-7 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA, SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and-is-not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject parcel is a non-conforming 28,406 square foot parcel located in an R-40 Zoning District. The parcel measures 99.90 feet along the southerly property line fronting Vanston Road, measures 277.70 feet on the along the easterly property line, , measures 101,90 feet along the northerly property line and , and measures 291.00 feet along the westerly property line. The parcel is improved with a two story frame dwelling, an attached deck, and a frame shed. All is shown on a survey prepared by Robert Holzman, LLS,dated January 3,2019. BASIS OF APPLICATION: Request for Variance(s) from Sections 280- 124 and the Building Inspector's June 26, 2019 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required minimum side yard setback of 15 feet; located at 1250 Vanston Road, Cutchogue,NY. RELIEF REQUESTED: The applicant requests a variance to construct an attached garage and expand the master bedroom that will result in a side yard setback of 12.83 feet where code requires a minimum side yard setback of 15 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 5,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property J 4 T } r Page 2,December 19,2019 #7345,Hahn SCTM No. 111-4-7 and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-bQ(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes. The two story expansion of the existing dwelling into the front yard will result in a home that is similar in size and appearance to other homes on Vanston Road. The proposed front yard setback conforms to code. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant.can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing house has a conforming side yard setback of 15 feet; however the house is placed at an angle from the property line so any front yard expansion of the western wall of the house will require the benefit of an area variance. The applicant cannot add an addition to gain more habitable space along the rear of the house, where the side yard would remain conforming,because of an existing attached deck and accessible ramp along the rear of the house. 3. _Town Law 6267-b(3)(b)(3). The variance(s) granted herein is mathematically substantial, representing 14.5% relief from the code. However, the applicant's home is existing and the modest expansion seeks to maintain the western wall of the house which is built at an angle to the property line. 4. Town Law 5267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 6267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an expanded and new bedroom on the proposed first and second floor addition of the dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Weisman (Chairperson), seconded by Member Planamento, and duly carried, to GRANT the variance as applied for, and shown on the site plan (Sheet 1/8) and architectural plans (Sheets 2/8 to 8/8) prepared by Michael Angelone, P.E. dated May 2, 2019. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject Page 3,December 19,2019 #7345,Hahn SCTM No. 111-4-7 to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of,Appeals shall become'null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an-extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:,Members Weisman(Chairperson),Acampora,Planamento and Lehnert. (4-0)(Member Dantes absent) C eslie Kanes Weisman,Chairperson Approved for filing`�/ /2019 �J ^ 63 U \"-:>IL-lu V I,- r\� T P) r, SEP n 2020 TOW',"' A TT HOLD K 0 Sou k ®" SUFFOLK'COUNf OEPTOFLASOR;, LIC'ENSIN6& 'N5UMERAFFAIRS HOMEIMPROVEMENT is OONTRACT9f LICENSE 3a nom, .� •.�� DENNtS M KATEVATIS Thi6earerISddly'the,< SHELLS ONLY fSRffOiKINC barer is duty- Ilcensed°by the twm.r+�s.r o.a mew County of Suffolk, 1110111.?84 1025'(=H ti Cani/nknel E%fliADM°4S8} I I��1��9 r a l New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK, N.Y. 10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D D ^A A^A A 112788055 HAMOND SAFETY MANAGEMENT LLC 6800 JERICHO TURNPIKE � SUITE 105W SYOSSET NY 11791 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SHELLS ONLY OF SUFFOLK INC TOWN OF SOUTHOLD 355 SUNRISE HIGHWAY PO BOX 1179 WEST BABYLON NY 11704 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 978 701-1 39486 01/01/2019 TO 01/01/2020 6/18/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 978 701-1, 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. 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. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED 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:475984552 ft7RA Workers' GERTIMCATE OF IN U€ANQ, E COVERAGE aFt, CoInpensatlon hard: DISABILITYAND OAIb=FANfi�.Y`LEAI�g BI;NEF1TSfLAW, P.ARt-'!,.,ToYbe_completed,;bv,Diseibility:and Paid Family_'Le_ave' Benefr�t Cagier or Licerrseihlnsiirarice Agent of,fhat Carrier 1ao'L'egal Name 8"Address;of Insured'(use'streetyaddress'only)` 1b,:0u'siil s Telep(ione,M1lumber of Insured SHELLS-ONLYOF--SUFFOLK,INC. 355 S1)NRISE 06HlyAY 6 14#-9190 WEST=Bi48YLON,'NY 11704 1c,mbegq,Fderal-Einploygr,5dentiflca(jon;Number of insured-or`Soclal,'Security, u Woik.LOCation of Insured(Onlyregdired'ikcoyerage is specifically li+nitedlocertainlocations,;in°NewYofk,Sta•te;-ire,rVYSap-,Up,Policy) `I'j278�p55 , 2:;Name,andAddress of Entity_Requesting Proof of a-,Name', Insurande,Carrier Covi i age(Enti{y Being Listed,as;the'Certlficate Holder)' Town of Southold :HQRT�ORD,I JFE_AND;ACCIDENT, .O,Box•1,179, b,Folicy umber of.Eritity,Us'tedln,t3ox"1a" .,, Southold.WI'V71 �NY6,420fi8 _c:Policyeffective�period ` : '`• ,-''01=,01=2019-to12-31-2019 A.Po_licy.,provides;the following benefits:, ,tv!A.Both disability and paid family leave,benefts. 0'5.01 sabilitybenefits•only. r—�C.Paidfamlly leave benefits only, ;SPolic covers:, ` A.iAll�oftfie,employer's,employges,eiigible;underthe NYS Disability ehd p ldgFamily leave,Benefits,Laini. B'.,Ohiy,the'following class'or classes of employees5employees: ` -Undbrpenalty of porjdry,-hcertifythat<l an'ain;authorized representatiye.oriiaensed�ageift of9t,tftit.ance carrierreferenced above,an4 ttat'tienamed 1nsured,has,NYS nPaid-Family,Leave,B enefs- suancecogr4asiecrledijbit & o, 'D te'Si 06-18=20191� ``'- a "tied (Signature of rnsuranco cajrrpr,s authari ed rept©sentattve or-NYS Llcansed Insurance Agent af.that insurance wrrler); TelephoneNum ber (212),5538074 �Name4andTitle:1=lizabath,Tello-}Assistant'Director,Statutory Services. IMPORTANT:- IfBoxesAkand 5A'are,Checked,arfd,thisform;'is signed'by the insur;;�nce,,carriees authorized,(g0niperttative or NYS' Licensed insurance-Agerit of that carrier,;this ce�t�jficate is-'COMPL"ETE"Mail it directly-to the certificate'holder. If-Box 4B;;4C.or56,is checked,-this,certificate is NOT COMPLETE°for pty(posesbf Section 22%Sub`d.9'of the NYS We� - 3 Disapility'rfd Paid Family Leave Benefits Law.It nusf,be;ifiailed for,completion to the Workers'Compensation Board,Plans Acceptance.Unit,PO Box 5200,Bi�rg'it"anon;NY_13902-5200 :PART 2:To°be completed,by the NYS.Worker COillpt'n5a�J0 �BOa d (Only if Box 4C or 55 of Part 1 has beemchecked), State of NNW York Workers' COMReosatiq -Board 'According to information maintained by the NYS Workers'Compensation,Board,the above-named employer has-complied with 'the NYS Isability and,Paid Family Leave Benefits Law With respect a`ali of, is/her'ernployees, ,Date Si g tied 'B '(Signatuio of Atithorized NYS Wo*ors'Compensation Board Employee) 'Telephone Number Name and Title `Please NolesOnly„„.,insurance carriers licensed to write NY5 ifi§ability and pail!(� �Iy leaue.benefits lnsurance'poiicles and l4YS7iden§_dd.,[niuiance.agents of,those ihsurarice carriers are authorized to issue Form DB-120.1.Insurance lico(Cer§are NOT authorized to iissuepp this forni(.��j - �Ll3„120�9�('10-17}: - �- � •.,� IlI��II��#llll�I�� - , IH r- - Additional Instir,, ;_ ns for Form D13-120.1 By signing this form, the insurance carrier identified ir. : s _)n this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid famil• ; benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licet u,nt will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate ,i :( and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums c :+ i, -.30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insur. _rr,.coverage indicated on this Certificate.(These notices my be sent by regular mail.)Otherwise, this Certificate is vaI•; re year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date lir ; ;)ox 3c,whichever is earlier This certificate is issued as a matter of information•ori-,n::.- :.onfers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforde;_i i; .f. policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disabili;:• r.:; r Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disabili:. :z•r lnar paid family leave benefits policy indicated on this form,if the business continues to be named on a license or contract issued by a certificate holder,the business must provide that certificate holder with,*?. �t:; ; Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that*f.�L,p;dness is complying with the mandatory coverage requirements of the New York State Disability and.S° '•i� ' amily Leave Benefits Law. rYM• s - DISABILITY AND PAI;; f; :yIL.Y LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, bocn 'r•= •►imission or office authorized or required by law to issue any permit for or in connection with any work involving thc. iment of employees in employment as defined in this article, and not withstanding any general or special statute req.,, iric or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an Insuranceri y.•is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first', t",;, c:c:zlsand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this ' .. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal dep ;r ;: ; ,-board, commission or office to pay any disability benefits to any such employee if so employed. = r = (b) The head of a state or municipal department, boar_': %;i emission or office authorized or required by law to enter into any contract for or in connection with any work involvE!:�i of employees in employment as defined in this article and notwithstanding any general or special stalyj,4o r:-giring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an-;;:siryince carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January firsi,.,,,v ,thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this DB-120.1(10-1/)Reverse DATE(MM/DDIYYYY) %4�" CERTIFICATE OF LIABILITY INSURANCE F6/18/2019 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(ies)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 Borg&Borg Inc. NAME:PHONE FAX 148 East Main Street AIC No Ext):631-673-7600 AIC, Ic No•631-351-1700 Huntington NY 11743 ADDRESS: certificates@borgborg.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Mount Hawley Insurance Company 37974 INSURED SHELONL-01 INSURER B: Shells Only Of Suffolk Inc 355 Sunrise Highway INSURERC: West Babylon NY 11704 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1773646656 REVISION NUMBER: THIS IS TO CERTIFY THAT THE 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 ADDLSUBRPOLICTYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDY EFF POLICY EXP LTR MMIDDfYYYY LIMITS A X, COMMERCIAL GENERAL LIABILITY Y MGLO187688 4/29/2019 4/29/2020 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE rx-1 OCCUR PREMISES Ea occurrence) $50,000 X Contraual Liab MED EXP(Any one person) $ PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER* GENERAL AGGREGATE $2,000,000 POLICY rx-1 jEO F LOC PRODUCTS-COMP/OPAGG $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 acadent $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIABi CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E L EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder is an additional insured to the fullest extent permitted by law. 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. PO Box 1179 Southold NY 11971 AUTHORIZED REPRESENTATIVE USA ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD J� ` I i ' I I i „ l � Su[fiilkACo n-y �,zr Latior;'Licensing " Go sume�Affalr"s, N MASTER ELEC ,RIP- E 'sp f" `Afi �,�e ateXSAR`�c.„`*s ,5,. v' Bu""s`inessNam ' j ItAGUE—COELECTRICa1NC } _ 's TFirs,ceni es hatgt beer is�dul licensed' " um:_b � ' ��Licen`�se+�Nber ;ME��0�48� 6y ttie Coun!of S o s R.r rr f.-� Iss'il�eii= ,07/01I�1,99M w Comissione J'nn` 1+ �7Q071OTi�Yi&.1L LaY4 T I Y S A r 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 409,AAAAAA 112292132 KEEVILY,SPERO-WHITELAW INC. 500 MAMARONECKAVENUE HARRISON NY 10528 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER LA GRECO ELECTRIC INC TOWN OF SOUTHOLD ------------- ;-5-MALVERN-LANE - - — - --- -- - - ---54375 MAIN ROAD-------- STONY OAD.__--•-STONY BROOK NY 11790 P.O. BOX 1179 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 1162 255-2 261166 11/01/2019 TO 11/01/2020 6/2/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1162 255-2, 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. 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 CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. DAVID CASAR 1 OF 1 LA GRECO ELECTRIC INC 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:892931110 U-26.3 <NOF Workers' CERTIFICATE OF INSURANCE COVERAGE Are 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 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured LAGRECO ELECTRIC INC. (631)751-4039 x 5 MALVERNE LANE Stony Brook, NY 11790 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required d coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 11-2292132 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) SHELTERPOINT LIFE INSURANCE COMPANY Town of Southold 3b.Policy Number of Entity Listed in Box 1 a" PO BOX 1179 D278124 54375 MAIN ROAD Southold, NY 11971 3c.Policy effective period - - - - ---- - ---- -- — ----- -- - - - 6/21/2019 ---- to 6/20/2021 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 abovevMf Date Signed 6/2/2020 ByL, (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent ofthat insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White - Chief Executive Officer IMPORTANT: If Boxes 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 4B,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, 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 5B 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. DB-120.1 (10-17) �IIIII�IIIIIIII�121IIIIIIIIIIIIIIIII0ilil1l7iillllll� Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this -----form;if-the business continues-to be named on-a-perm it,-license or-contract-issued by-a certificate holdery the-- -- business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. D13-120.1 (10-17)Reverse LAGRECO-01 ASAVINI CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY)F s/2/2o20 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(ies)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 Maria Serio NAME: The Signature B&B Companies PHONE,Ext;(516)823-3198 3198 a 501 Franklin Avenue c,No:(516)825-2629 Suite 218 EMAIL Garden City,NY 11530 ADDRESS nlSeriO@SbbirlSUre.COm INSURERS AFFORDING COVERAGE NAIC# INSURER A:Merchants Mutual 23329 INSURED INSURER B: La Greco Electric Inc. INSURER C: 5 Malverne Lane INSURER D: Stony Brook,NY 11790 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE 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 HEREW IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LT INSD WVD MM D MM DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR BOP9099528 11/1/2019 11/1/2020 PREMISES(Ea occurrence) $ 500'000 X Contractual Liab MED EXP An one person) $ 15,000 PERSONAL&ADV INJURY $ Included GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2'000'000 POLICY 1XI JECT F-1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea a den $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY AMAGE AUTOS ONLY AUTOS ONLY Per acadent $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUTE IoERTH- ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E L EACH ACCIDENT $ FFICER/MEMBER EXCLUDED? N/A Mandatory in NH) E L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 MAIN ROAD ACCORDANCE WITH THE POLICY PROVISIONS. P.O.BOX 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) @ 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD REScheck Software Version 4.6.5 Compliance Certificate Project HAHN Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1250 VANSTON ROAD HAHN SHELLONLY CUTCHOGUE, NY 11935 1250 VANSTON ROAD 355 SUNRISE HWY CUTCHOGUE, NY 11935 WEST BABYLON, NY 11704 631 422 9190 Compliance. 5.4%Better Than Code Maximum UA: 148 Your UA: 140 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly -U-Factor UA or R-Value R--Value Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 705 30.0 0.0 0.035 25 2ND FL WALL:Wood Frame, 16" D.C. 696 15.0 3.3 0.059 38 Window 1:Wood Frame:Double Pane with Low-E 52 0.270 14 SHGC: 0.31 1ST FL WALL: Wood Frame, 16"D.C. 672 15.0 3.3 0.059 37 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 41 0.270 11 SHGC: 0.31 Floor 1:All-Wood joist/Truss:Over Unconditioned Space QF NEI/q 30.0 0.0 0.033 15 Compliance Statement: The proposed building design described here is ori 1 ent-withAtlhe b 11 i plans,specifications, and other calculations submitted with the permit application.The proposed buildi",cf-fias been designed b ee `the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requireme" s li ted in the,REScheC Ipe `ion Checklist. I`1 C Name-Title Signature— 4M ` ;`�V' LU Date 053 616 \�=V FESS\0\�P Project Title: HAHN Report date: 06/11/19 Data filename: PARONALD\2019 job\hahn\Energy Cals.rck Page 1 of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% 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. °'` y`€S®CtEOt1 W :tP n,s "''" Ec 7 t gc,,,<: .ta�;n' � -��.. . -��% tier- ,' Y ; „s'« ; # `r 'Pre=lnspe tion/P.tan'R vi vu. :Plans Ve_r1fietl% Field Verified v " o `i ,s`. / fir+ ci� as Co e s su p'ki ris t e e - x *a 'C"mpl ewf- mm nt As L.,� _�. _ ..wz'<r'- .s-s."x,= �'6:`".. ., ;,t<`r`:., r`. '`A .'-� Ile " _�alue- .:.i:,, "Yn d;�:t.,'.:."._.,."�, ."f'r '';'`-','4i -6L-:1_...__ J�i�. z: w�.�mi=""x'` -4- Sze,{a6 "` '�uy w i-<<a�E� "; .; , �s�f�E, i._ E�,`a.?-E`_" 1":u ,:.. " , a.;,�yR` 103.1, Construction drawings and F ' 5'= Y "; ❑Complies , 103.2 documentation demonstrate .< F=' '° ` - -s Does Not [PR1]1 energy code compliance for the ^"z .' °x;r� ❑Not Observable , building envelope.Thermal envelope represented on _ " ->M , '^,,,x ❑Not Applicable construction documents. Llaai �� 103.1, Construction drawings and � .��". u �°=`,t 1, Complies DKK': � P 103.2, documentation demonstrate `� ❑ Does Not 403.7 energy code compliance forsk 1 .>� =_- "" ❑Not Observable [PR lighting and mechanicalsystem s "` [ l 9 9 r Systems serving multiple ;,N =- = ❑Not Applicable dwelling units must demonstrate " compliance with the IECC Commercial Provisions. li � �Heating and cooling equipment is 3 Heating: , Heating: '❑Comes p' 4`03 7f isized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]? on loads calculated per ACCA ,Manual J or other methods Cooling: Cooling: :❑Not Observable ' „ ; Btu/hr ; Btu/hr ,❑Not Applicable approved by the code official. i r Additional Comments/Assumptions: 11 High Impact(Tier 1) 12'�`J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: HAHN Report date: 06/11/19 Data filename: PARONALD\2019 job\hahn\Energy Cals.rck Page 2 of 9 n QCIQO" "Y'Nn _ `'`�«-'.'E 3.5,,. €;-_»"t'om,^,cr..•;0�y'f-^1i-a, =- ;i `?[c^-a;sQslfli7),I'^idS,ti.�s_��:y�szf^5 v,bi s.n>' :. 4i;^ `e.st Poi dation!nsptwCt1 ,' nt5rS �LL -p#_1,01'L6 ,r _ 7q,77, 3(53.'2.5 ;" A protective covering is installed to ;❑Complies ; °protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below grade. []Not Observable; °f= ❑Not Applicable 4019, `fMSnow-and ice-melting system controls'❑Complies (1101,212 installed. ;❑Does Not Up, ,,w;= ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: a 1 High Impact(Tier 1) 1'2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: HAHN Report date: 06/11/19 Data filename: PARONALD\2019 job\hahn\Energy Cals.rck Page 3 of 9 . . . . Frami pfieV 402.1.1, Glazing U-factor(area-weighted U- U_ �E]Complies See the Envelope Assemblies 402.3.1, average). ;E]Does Not table for values. 402.5 ;E]Not Observable 303.1.3 U-factors of fenestration products ElComplies [FR411 are determined in accord Kboes Not I with the NFRC test procedure or E]Not Observable ,taken from the default table. EINot Applicable PI 402.4.1.1 Ar barrier and thermal barrier %=E]Complies [FR23]1 installed per manufacturer's �,t- ODoes Not Pp- MOM EINot Applicable 402.4.3 Fenestration that is not site built E]Does Not or has infiltration rates 0 400 that do not exceed code EINot Applicable limits. %N1 07 W ting ixtures 402-, -IC-rated recessed ligh i fi plies E]Does Not sealed at housing/interior finish and labeled to indicate:52.0 cfm L" JJNot Observable leakage at 75 Pa. VM El Not App cab e DComplies 403.3.1 Supply and return ducts in attics [FR12]1 insulated >= R-8 where duct is 4f]Does Not >= 3 inches in diameter and >= ;�[]Not Observable R-6 where <3 inches.Supply and return ducts in other p �"E]Not Applicable ortions of the building insulated>=R-6 for ,diameter>=3 inches and R-4.2 for< 3 inches in diameter. Vlk ocompli [FR ]3 ducts or plenums. ElDoes Not 403.15 'Building cavities are not used as es 15 EINot Observable EINot Applicable 4 63.4 --""^ HVA piping conveying fluids R- Rm ;,Elcomplies �F,Rr�]:��,".-II above 105 9F or chilled fluids :E]Does Not below 55 9F are insulated to 2!R �,[]Not Observable 3. TINot Applicable 403.4.1 'Protection of insulation on HVAC JE]Compl ies E_]Not Observable E]Not Applicable Hot water pipes are insulated to R-_ R-_ ;E]Complies bNot Observable :E]Not Applicable installed on all outdoor air ElDoes Not intakes and exhausts. -�,,E]Not Observable E-]Not Applicable AddktimnaKCmmnmxemts/Asammnp%i»ms; 11 High Impact(Tier 1) 1,2,IlMedium Impact(Tier2) 3 1 Low impact(Tier 3) 1 Project Title: HAHN Report date: 06/11/19 11 High Impact(Tier 1) 2= Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: HAHN Report date: 06/11/19 Data filename: P:\RONALD\2019 job\hahn\Energy Cals.rck Page 5 of 9 ` . ^ N,p:'Ansulation inspection, 4", All installed insulation is labeled !KL/, plies Elcom N-131 or the installed R-values El Does Not provided. Ok []Not Observable 401 'E]Not Applicable Vat 402.1.1, Floor insulation R-value. R- See the Envelope Assemblies table fbr values. 402.2.6 Wood Wood E]Does Not [IN111 Steel E] Steel :E]Not Observable :E]Not Applicable 303.2, Floor insulation installed per Elcomplies 402.2.7 manufacturer's instructions and W-0K,�1!gw-,, [IN211 in substantial contact with the 1JI, W, K E]Not Observable underside of the subfloor, or floor -iE]Not Applicable framing cavit�insulation is in contact with the top side of 7", sheathing, or continuous insulation is installed on the -V� C ni underside of floor framing and extends from the bottom to the top of all perimeter floor framing M 402.1.1, Wall insulation R-value. If this is a: R- R- �,E]Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the E] Wood table for values. 402.2.6 wall insulation on the wall F] Wood PDoes Not EJ Mass D'Mass �[]Not Observable [IN311 exterior,the exterior insulation I E] Steel E] Steel UNot Applicable requirement applies(FR10). 303.2 Wall insulation is installed per ElComplies [IN411 manufacturer's instructions. --;E]Not Observable E]Not Applicable AdditionaUCmmmmmamts/Assummpdmms: 11 High Impact(Tier 1) [,121 Medium Impact(Tier 2) 3 Low Impai Project Title: HAHN Report date: 86/1I/10 FA X", S �VT-4ietd'_V6&i-4d v 11 ilan 494iiik 81 ovisio 'TIM4,Com 1 1�1 M Q lie' Q 410 siis§� ion' �X A I-,,9_,,�I "",I 'All I-MAY0 `11 w*Z,- A 1^114_`,� -7, M--l-I , - � v, 402.1.1, Ceiling insulation R-value. R- R-_ :E]Complies See the Envelope Assemblies 402.2.1, E] Wood [:] Wood :E]Does Not table for values. 402.2.2, Steel E] Steel iElNot Observable 402.2.6 [Fill' :E]Not Applicable om 303.1.1.1, Ceiling insulation installed per k- plies 303.2 :manufacturer's instructions. E]Does Not [F1211 Blown insulation marked every :300 ft2. 15 E]Not Observable ElNot Applicable '0complies J - - M Vented attics with air permeable A-, insulation include baffl L;��TIF;-Mffi ke 06--MIlDoes Not ",t3 e adjacent LU bUllit and eave vents that ��-QQ�z-E]Not Observable k4 extends over insulation. M-F., ElNot Applicable 402.2.4 Attic access hatch and door R- R-_ ;ElComplies [F1311 insulation �R-value of the PDoes Not adjacent assembly. !,[]Not Observable TINot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ;ElComplies [FI17]1 'ach in Climate Zones 1-2, and PDoes Not <=3 ach in Climate Zones 3-8. :,E]Not Observable UNcit Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 i —cfm/100 UComplies : ft2 [F1411 cfm/100 ft2 across the system or fi:2 IE]Does Not <=3 cfm/100 ft2 without air I :ElNot Observable handier @ 25 Pa. For rough-in tests,verification may need to :E]Not Applicable occur during Framing Inspection. 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ;ElComplies EF12711 determine air leakage with ft2 1 ft2 :ElDoes Not either: Rough-in test:Total I :ElNot Observable ,leakage measured with a I pressure differential of 0.1 inch :E]Not Applicable w.g. across the system including the manufacturer's air handier 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 handler leakage designated Dcomplies [F12411 by manufacturer at<=2%of LJDoes Not design air flow. EJNot Observable -ElNot Applicable �,M_e 4b -'Programmable thermostats Elcomplies Ft I installed for control of primary Ki "AM 5r R I—— _10 Does Not 'heating and cooling sys ;tems and 1AM' i initially set by manufacturer to IdElNot Observable _ElNot Applicable code specifications. Heat pump thermostat installed omplies PUMPS. MElDoes Not _J Observable �E]Not IE]Not Applicable om 403',.5'A'�`,A"I Circulating service hot water plies N M�, Ik I �jFVII-12� -;�;�'systems have automati c or E]Does Not ""p, accessible manual controls. 2 s k- EINot Ob ervable A TINot Applicable 1 High Impact(Tier 1) ipact(Tier 2) _J 3 mpai Low I Project Title: HAHN Report date: 06/11/19 Data filename: P:\RONALD\2019 job\hahn\Energy Cals.rck Page 7 of 9 . . , ' ^ Project TitlmHAHN Report date: 06/11/19 " r-T=", .<t^ .,^€'< ..,n:.G_., _�i"'-_-. _,-..,,.Wt re° xy,2._,b_ `$�eCtlO�n ^ �'F:;i -- `� "a_: <C,;,,- y„r � ,., .� < ” = =ars Plans Ver}fiect" x°F' e1d�Ueri 1 ° <`„'=t =' R " „# FinaF Inspection Provisions w py =E., `_ e_€s- Comp[ies. = Comments/kssumptions _ �allt4--`�< 'ilue : S4Re •1D $'. Ndn •v'P'�}d 4,0,13-�, -Compliance certificate posted. omples F 12 �°- Does Not dIr s.� ,: = '❑ `�=`"��'�; Not Observable I b - i a `A z_ .; ��- � ❑Not Applicable -3b.J3 :Manufacturer manuals for = ��.__ ��" ❑Complies r s _ . mechanical and water heating ",, ;^ ,>x w ❑Does Not ;=systems have been provided. - _. ~_ r^"( El Not Observable ❑Not Applicable Additional Comments/Assumptions: r� 1 JFligh Impact(Tier 1) ,I Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: HAHN Report date: 06/11/19 Data filename: P:\RONALD\20191ob\hahn\Energy Cals.rck Page 9 of 9 r 2015 IECC Energy Efficlency Certificate Above-Grade Wall 18.30 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 30.00 Ductwork(unconditioned spaces): ®.. Window 0.27 0.31 Door • • 0. • 0 9 ria Heating System• Cooling System: Water Heater: Name: Date• Comments Lexan Sheet Stock, Polycarbonate, Standard Grade • My Part# 1 ETT5 NYS#PC67235 • Mfr. Model# 1 ETT5 • UNSPSC#13111208 Clear polycarbonate sheets are over 200 times stronger than glass and have an excellent balance of engineering properties. Also known as PC, these sheets offer excellent dimensional stability and a continuous use temperature range of up to 265° F (129° C). They are commonly used for windows or windshields and other see-through applications. Tensile Strength Rating: Good Impact Strength Rating: Poor Plastic Hardness Rating: Hard UV Tolerant:Yes Technical Specs Item Sheet Stock Impact Strength Rating Excellent Material Polycarbonate Minimum Temperature -211 Degrees F Grade Standard Maximum Temperature 270 Degrees F Plastic Thickness 0.0625 in. Plastic Hardness Rockwell M-70 Plastic Thickness Tolerance +/-10% Plastic Hardness Rating Hard Plastic Width 18.25 in. UV Resistant No Plastic Width Tolerance +/-0.25 in. Friction Rating Not Slippery Plastic Length 31.25 in. Water Absorption 0.15 Plastic Length Tolerance +/-0.25 in. Water Absorption Rating Good Color Clear Machinability Fair Plastic Clarity Clear Wear Factor Fair Tensile Strength 9,500 psi Corrosion&Chemical Resistance Fair Tensile Strength Rating Good Shape Plastic Sheets Impact Strength 12.0 ft-Ib/in. (D Rlnhl-R�Ilddm nc Ha n til / ;; , 1 250 VANSTON ROAD E) CUTCHOCUE , N . Y 11935 + N 34* 26' 40" W � 14',2L1Ct WALL 4. � i � zra•r 10 m -* ITEM AS PROPOSED % i� i 4 t3YEftffAp "RES 22' 0 LOT SIZE,: � _ "AfR' P ED" ;o _8406 SF. = ` FRONTY N EX.FIRST FL. 1395 SF. TION INSTALLATION i ADDITION 03 err TABLE R402.4.1.1 AIR BARRIER AND INSULA ' 59 1 [;X.SECOND FL. 1158 SF. t 2349 SF. Air-permeable insulation shall nobe used as a ' Z A PX.SITED 104 SF. 8.'_+ A continuous air barrier shall be installed in the building envelope.The Pe C7 j to 2.1 -r rM v38x06 SF. exterior thermal envelope contains a continuous air barrier.Breaks or joints sealing material p } + a, w t71 o EX.DECK 579 SF, ext Pe ! ��rrf e in the air barrier shall be sealed. � �� r � 1 � 75.33' t` f ro 21 � ��fj. � FRONT PORCH 271 SF. PROPOSED µ The air barrier in any dropped ceiling/soffit shall be aligned with the insulatit-1 The insulation in any dropped cellrsg/sofflt shall I FRONT 26.6 �„ r� Th y be aligned with the air barrier. , y PORCH FIRST FLOOR ADDITION. 466 SF. and any gaps in the air barrier shall be sealed. i D l y ROOF CONSTRUCTION ( 1 ( 45 C#1f •_ _ »SD " " ` Access openings,drop down stairs or knee wall doors to TO BE:ASPHALT SHINGLES w- t t SECOND FLOOR ADDITION. 442 SF. unconditioned attic spaces shall be sealed. OVER 15#BLDG.PAPER 3 4 0-J i .....- -CURB PAVEMENT '` OVER 1/2"PLYWD.SHEATHING 4 i t }1 i� 1 Ad •_.....-...._,--_- ,,,__..,,.,..-- - --^^- � � f g } 0UIS Cavities within corners and header of frame OVER 2"X 8"R.R.@ 16"O.C. `' 1 ' ._,. _- -...- -'' -�" -� 40 t The junction of the foundation and sill plate shall be sealed. walls shall be insulated by compleely filling WITH ICE SHIELD MIN.24" 1 1 The junction of the top plate and the top of exterior the cavity with a material having Ithe anal FROM INTERIOR ; •� J =x Bldg Dept copy from ZBA walls shall be sealed. resistance of R-3 per inch minimus. WALL EDGE AS PER �,,� Final reviewe d p(iments Knee walls shall be sealed. IRC-905.1.2 ICE BARRIERS �� Exterior thermal envelope insulatin for framed I o ZBA FII # �i1. ) ,G walls shall be installed in substan"d contact and 1 IS Sri' 26, 4V" E Date: i�/ continuous alignment with the air terrier. � �.7 3' f 2803j 1/2"RIGID INSULATION 1 ' AT FRONT FACE OF CEILING JOIST } i AND 12"ALONG RAFTERS lights The space between window/door jambs and flaming,and t ; g skylights and framing shall/d sealed. WITH BAFFLE TO ALLOW i FOR 1"AIR PASSAGE. � MICHAEL ANGELO!NE, P.E.LLC _ PLOT F3 : -AN Rim joists shall include the air barrier. Rim:joists shall be insulated. � POND PLACE 1, I 0�0 OYSI'-_tit BAY, N.Y. 1 1771 Floor framing cavity insulation shalbe installed TOTAL HEIGHT SCALE: 1 = 3 O TEL 516-922-2024 jig The air barrier shall be installed at any exposed edge of to maintain permanent contact with he OFR 491NSUL. ' � O, usd insulation. underside ; cors) of subfloor decking,or floor framiq cavity insulation shall be permitted to be heontact t with 2 x 10 C.J @ 16"O.0 CAULK AND ALUM.GUTTERS AND LEADERS ` `t the top side of sheathing,or conanlous R-30 INSULATION AIR SEAL insulation ALL SEAMS WITH VINYL OVER HANG Q ' installed on the underside of floor flaming and W SOFFIT VENT �'4 extends from the bottom to the top of all tj perimeter floor framing members, �� t � -et =insulation of floor insulation LOW EXPANDING FOAM valls Exposed earth in unvented crawl spaces shall be covered nently attached to theAROUND ALL WINDOWS 9 >�`�� 4 ROAD with a Class I vapor retarder with overlapping joints taped. AND DOORS REScheck Software Version 4.6.5 Y 1/2"SHEET ROCK ON -A tz Compliance Certificate WALLS AND CEILING WALL CONSTRUCTION ~ ations Duct shafts,utility penetrations,and flue shafts opening to TO BE VINYL SIDING exterior or unconditioned space shall be sealed. 3/4"PLYWOOD OVER 1/2"TUFF-R SUB FLOOR INSULATION-R-3.3 Project HAHN Batts in narrow cavities shall be cut to fit,or TAPE ALL SEAMS es OVER HOUSE WRAP �� narrow cavities shall be filled by insulation that Energy ode: Cutc I u OVER 1/2"PLYWD. Location: Cutchogue,New York on installation readily conforms to the Construction Type: Single-family PROJECT: available R-30 INSULATION OVER 2"X 4"STUDS @16"O.C. E X. 4 BEDROOM Project Type: Addition cavity space. @ PERIMETER WITH R45 INSULATION HOUSE, TO O REMAIN Cl-mate e m t Date- AROUND 4 (5572 HDD) CAULK AND AIR SEAL ALL SEAMi AROUND WALLS AND WINDOWS 4 BEDROOM Permit Number Construction Site: Ownerlpgent: Designer/Contractor: �� RESIDENCE CAULK AND 1250 VANSTON ROAD HAHN SHELIONLY Air sealin shall be rovided between the garage and CUTCHOGUE,NY 11935 1250 VINSTON ROAD 355 SUNRISE HWY Brion g p conditioned spaces. AIR SEAL CUTCFbGUE,NY 11935 WEST BABYLON,NY 11704 - ALL SEAMS 631 422 9190 1250 VANSTON ROAD kiting Recessed light fixtures installed in the building thermal Recessed fight fixtures installed in the building 3/4"PLYWOOD ��/� C U T C H O G U , .Y 1 1935 3� o��d aaa�/a 3.r://a°,% r i�i i% i.' s �e , E N thermal envelope shalt be air tight and IC rated. SUB FLOOR C.-••oi1ancc 5.4%Better rh4n Cude 'A ..11 00, 148 our UP 140 M•d cimu::,$NG ' 0.40 lo•.r=HOC.0.31 envelope shall be sealed to the drywall. The%Better o, Tnar.coxe r"Q..et erta now r"ae w tomo-e.h•[route:,hate f"r,rotle tlado,lff."es P.T.SILL PLATE a Does NOT Prae an esemare o+e e.qr use or cost reiame to a ;r•,o,:oae name P R U POSED SILL SEAL AND Batt insulation shall be cut erior a fit around R-30 INSULATION TERMITE SHIELD ErvPI0p- S elYtbf:eS wiring and plumbing al exterior walls,or 2ND STORY insulation that on installation readily conforms to i available space shall extend behind piping and wiring. r CAULK AND Ceiling 1:Flat Ceiling or Scissor Truss 705 30.0 00 0.035 25 ADDITION 2ND FL WALL:Wood Frame,16"o c 696 150 3.3 0.059 38 In The air barrier installed at exterior walls adjacent to showers Exterior walls adjacent to showers and tubs AIR SEAL Window 1:wood Frame Double Pane with Low-E sz o.z7o la and tubs shall separate them from the showers and tubs. shall be insulated. ALL SEAMS SHGC. AL & FRONT PORCH IST FL WALL Wood Frame,16"o.[. 672 15.0 3.3 0 059 37 Window 2:VinyUFiberglass Frame:Double Pane withtow-t 41 0 270 11 SHGC:0.31 One The air barrier shall be installed behind electrical or floor 1.All-Wood Joist7rruss:Over Unconditioned Spare 443 300 0.0 0 033 15 IOC communication boxes or air-scaled boxes shall be installed. AIR SEAL DETAIL Compliance Statement:The proposed building desig,des.nbed here is consistent with the building plans,specifications,and other calculations submitted with the permit application The p t,osed building has been designed to meet the 2015 IECC requirements in REScheck Version 4 6.5 and to comply with the mancatory requirements listed in the REScheck Inspection Checklist. ter HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. --_ - ---. . -- --- --- — Nam_e•�TTttle Signature� Date When required to be sealed,concealed fire sprinklers shall only - HELLS ONLYINC. be sealed in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or HOME IMPROVEMENTS ceilings. 355 Sunrise Highway Project Title:HAHN — — Report date: 06/11/19 Data filename:P:\R0NALD\2019 job\hahn\Energy Cals rck Page 1 of 9 West Babylon, New York 11704 Phone (631) 422-9190 Fax (631)422-9313 i NYS SUPPLEMENT TYPE OF WORD,: DRAWEG LIST CODE REFERENCES COMPLY WITH: ECTION: AJ202 DRAWING NO. _)NS [ ) NEW BUILDING [ ] ALTERATIONS - LEVEL 2 [ ] REPAIR I of 5 - IROPERTY INFORMATION, PLOT PLAN, RES CHECK 2015 INTERNATIONAL RESIDENTIAL CODE 2nd Printing DRAWN BY: R.G. ADDITION [ ] REPLACEMENT [X] DEMOLITION 2 of 5 - IOUNDATION, SECTION AND FLOOR PLAN 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT 2015 AMERICAN WOOD COUNCIL (2015 WFCM) DA"TE: 5/2/19 O [X) 3 of 5 - II,EVATIONS O [ ] ALTERATIONS - LEVEL I [ ] CHANGE OF OCCUPANCY [ ] REPLACEMENT DS-,' - DETAIL SHEET, CONNECTION DETAILS 2015 INTERNATIONAL ENERCTY CONSERVATION CODE DS- - CODE REFERENCES, GENERAL NOTES 2016 NEW YORK STATE ENERGY CONSERVATION CODE SUPPLEMENT' SCALE: AS SHOWN J. EX. RAMP LEGEND m m EXISTING WALL --� NEW WALL -----� DEMO WALL EX. REAR DECK TRENCH FOUNDATION a F FOUNDATION WALL WTTH FOOTING 13 O POSTING(SEE PLAN) P.T. PRESSURE TREADED EX. F.V. FALSE VALLEY EX. BATH ®° EX. C.M./S.D. CARBON MONOXIDE/ EX. CL CL SMOKE DETECTOR HARD WIRED KITCHEN O NEW S D'r SMOKE DETECTOR HARD WIRED SEATING [16�--z EX. EX. AREA MECHANICAL EXHAUST FAN SITTING DINING rEX. CF EX. AREA ROOM HALLWAY DEMO WALL ° m DN - - — DN Bldg Dept copy from ZBA EX. EX. Final reviewed dQcGments CL CL 26A File# �� Date: Q / EX. EX. EX. BEDROOM MICHAEL ANGELONE, P.E.LLC (D BATH HALLWAY EX. EX. EX 4 POND PLACE E� BEDROOM CL DEMO WALL CI' OYSTER BAY, N.Y. 1 1771 — — C L EX TEL 5 16-922-2024 LIVING EX. / ROOM CL EX. EX. UP y CL CL DEMO WALL - - - - -- - - - - - - - - - - - - ---- - EX. IIII FOYER IIII EX. BEDROOM DEMO WALL I4-- TO ACCOMATE I I NEW WINDOW — — I I / DEMO FRONT I \ DEMO CLOSET I i I / ROOF i l FSTRUCURE I I I PROJECT: DEMO WALL __ ____ __ __ --- _ _ _ __ ____ __ __ _ ---- -- - - -------- - -- -- --- -- �� - - --- - - - - -- � _ � _ � - -- - - - - -- --y DEMO- HAHN RESIDENCE FRONT STEPS 1250 V A N S T O N ROAD CUTCHOGUE, N .Y 11935 FIRST FLOOR DEMO PLAN SECOND FLOOR DEMO PLAN PROPOSED SCALE: 1 /4"=l '-O" SCALE: 1 /4"=1 '-0" 2ND STORY ADDITION & FRONT PORCH SHELLS ONLY INC. HOME IMPROVEMENTS 355 Sunrise Highway West Babylon, New York 11704 Phone(631)422-9190 Fax(631)422-9313 DRAWN BY: R.G. DRAWING NO. DATE.- 5/2/19 Q O SCALE: AS SHOWN �a EX. EX. RAMP I RAMP I I LEGEND ID ( --� EXISTING WALL EX. REAR EX. I DECK REAR NEW WALL DECK II DEMO WALL I ITRENCH FOUNDATION EXIST /X. — _ —BI - — — FOUNDATION WALL T DOORS EXIST 9 EXIST a WITH FOOTING I �Ln F w I I EX. I ❑ O POSTING(SEE PLAN) i I KITCHEN P.T. PRESSURE TREADED U "U K I w U I I 46'-7" 9 K o rx o N• k o ;,, c F.V. FALSE VALLEY ° OF o wx° wx ° o I ( EX. i EX. TTIN SIG I DINING C.M./S.D. CARBON MONOXIDE/I AREA C.M./S.D. ROOM SMOKE DETECTOR HARD WIRED 22'-71/2" BOILERDN S D SMOKE DETECTOR HARD WIRED I I 2'-6" 5'-71/2" 2'_6„ (3) 2 x to I— (3) 2 x 10 j I— (3) 2 x to I— . MECHANICAL EXHAUST FAN -�I I I ( � EX. m m O EX. N HALLWAY ^ _ EX. OIL TANK I w - _ Bldg Dept copLfor,oumfnZeots] BA " o o �p N I BATH EX. Final review e w x w v� BASEMENT �; EXIST CL 5'-2" = ZBA File #NON HABITABLE — Date: 1o f I STORAGE USE ONLY _11 EX. 4'-10" �� 2'-51/2" 2'-41/2 LIVING I I I— � � - EX. � _ - U N 0 N ROOM (3) 2 x 10 (3) 2 x]0 I— (3) 2 x 10 I , y� o CL EXIST _� _. _ w00� M - EX. EX,'" UP M MICHAEL ANGELONE, P.E.LLC CL CL Fn :r 4 POND PLACE ( EX. 3-1/2" s.o. 6-2 1/2" OYSTER BAY, N.Y. 1 1771 STL.COLUMN I I TEL 516-922-2024 (TYP) EX. IF FOYER -.0 H I I U _ _ w "w o EX. o H O c W U.O w �' x N w°° o ° MASTER i ox FF x ° X N @) N @J I 3 a N BEDROOM N@ w EX.(2)2 x 12 HDR w 3 cv N EXIST IF NEW 2"X 6"LBD. W/1/2"LAG BOLTS @ 16"O.C. NEW 2"X 6"LBD. W/1/2"LAG BOLTS @ 16"O.C. 6 x 4 3'-0" IPARRALLAN I LPOST(TYP) I ^V ^U - - - - --- - - — - - - - - - — NEW. — — I O 3 A O (3)1-3/4" 9-1/4"M.L W/(2)1"x 9"STL PLATE FLUSH -- - - - ---J z"° K� i; — - - - W3�o TREX 3r0 0 lox FRONT 00 NEW OPFNING� PORCH z N x o N 5'-5" 2'-0" 8'-2" 2'-0" F-2" 2'-0" NEW PROJECT: 4 BATH M , c o NEW ❑ 48" (3) 2 x 10 DROP 3 2 x 10 DROP 3 2 x 10 DROP I I I (2)2 x 10 DROP — (2)2 x 10 DROPN I W.'.c O — — — — — — HAH N RESIDENCE NEW 4"P.C.J � 4' 9 1/2" 3'-6" 12"SEAT °O 4 ALL HAND RAILS AND ' I �CONCRETF.SLAB I ` I iy NEW 8"ROUND GUARDS AS PER 1250 V A N S T O N ROAD —J NEW 4"SQ.P.T.POST tx - 6'-0" x ¢ PERMA CAST IRC SECTION C U T C H O G U E,N.Y 1 1 9 3 5 I I ON 24"x 24"x 36"DEEP _U N Up COLUMN(TYP) R-311.7.8&R-312.2 P.C.FOOTING C. 8 r` NEW o o; LN 3 (36"HIGH RAILING, € BALUSTRADES EW • I i (2)2"x 10"F:ND.F#2 A 16"O.0 � THAN 4-E ESPACE) PROPOSED •: I R30 INSULATION I I Q 0 6'-0 21'-211 68 N N Bl-F LD 27'_2" 2ND STORY NEW ADDITION BASEMENT NON HABITABLE EXTENDED & FRONT P O R C H I • • I STORAGE USE ONLY I �• I MASTER BEDROOM A A A A I I I A ANEW(2)2"x 10"F.J @ 16"O.C. rs! NEW oQ 00 Wo i (2)2"x 10"FJ D.F#2(@ 16"O.0 N €- I I R30INSULATION I I M 3 a N SHELLS ONLY INC. - -� HOME IMPROVEMENTS (2)2 x 12 HDR NEW TW 3046-3 355 Sunrise Highway West Babylon, New York 11704 20'-201 20'-2" Phone(631)422-9190 Fax(631)422-9313 PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN SCALE=: 1 /4"=V-0" SCALE: 1 /4"=1 )-0)7 DRAWN BY: R.G. DRAWING NO. DATE: 5/2/19 Q3/0 SCALE: AS SHOWN a EXIST EXIST EXIST 9'-2" EXIST N — 0 EXIST EX. EX.CL -- CL — _ , „ O _ _ — cn EXIST EX. w - a SEATINGAREA S.D. —_ EX. C.M./S.D. EX. EXIST N F HALLWAY I —F U U— CL —� moo. oxo rnxo— cnx0 ad= 5'-3„ 10'-5" �a12 S.D. EX. — DN 4-1 EX BEDROOM ' H X. i L Y CL CL 0 16'-0 1/2" S.D. N EXIST (2)2 x 4 `t _ g x POST EXIST H Bldg Dept co 3 x EX.2 x 8 RIDGE BEAM pY from 2BA � - - - - -� - - ��-� � - � -- �� - - - � - - � - � � � � � � � � � � � � � _ Finalrevie d,d C�uments Z 3 K .ADD 1-3/4"x I 1-7/8"M.L TO EX RIDGE � _ -- �✓�,".1rQ EX. EX.2 x 8 RIDGE BEAM pa a Ffle# /N \ CL EX. ADD 1-3/4"x 11-7/8"M. T EX RIDGE — CL EX.2 x 8 RIDGE BEAM 2'0' 4'-0" 2'-0" 3'-0 1/2" 2'-0" IT-8" — — / M \ a EXIST EX. c _ p EXIST BEDROOM O EX. —— \ Ci 4'-7" 6'-4° _ MICHAEL ANGELONE, P.E.LLC �U �U o�U 3x0 3�0 0 3a0 — � x v x v _ 4 POND PLACE z�'� � za'�00 00 F7= -3� 0= 3ao— - W 00 _ OYSTER BAY, N.Y. 1 1771 Ua ry" 1 EL 516-922-2024 7 13'-8" 2'-0' 3-0" p� { x — FExT EXIST x c F N RR R.R d o EXIST— 6-077 4'-0" 5'-8" 3'-0" _ —w Uc3 Ooo - 2 x 12 LBD 2 x 12 LBD ' p /NEW I O 60" \ I JNFW NEW Q ❑ 2"x 8"R.R 2"x 8"R.R / W.LC NEW \ @ 16"O.C. @ 16"O.C. BATH W 3. 0 3U0 / N I N -1#0 \ z s� z X�D - 23-71/2n NUd NUd_ �U- — � U_ _ 2668 _ PROJECT: W_ O —zc�v IBI-FOLD S.D. 19'-5" HAHN RESIDENCE 1 250 VANSTON ROAD �NEW2"xIo"C.J@16"D.C."xlo"c.J@16"o.c� I I CUTCHOGUE, N .Y 1 1935 II PROPOSED M S ER I 2ND STORY I BEDROOM I ADDITION & FRONT PORCH AA A I NEW 2"x 10"CJ @ 16"O.C. x I A A oI A A oc 2"x8 R.R 2"g o� SHELLS ONLY INC. @16"O.C. @161 ,. . HOMEIMPROVEMENTS (2)2 x 12 HDR ' I �� NhW 365 Sunrise Highway —TW 3046-3 West Babylon, New York 11704 Phone (631)422-9190 Fax(631)422-9313 PROPOSED SECOND FLOOR PLAN PROPOSED ROOF PLAN ` CALE: 1 /41'=12-0)) SCALE: 1 /47'-=1 '-0') DRAWN BY: R.G. DRAWING NO. DATE: 5/2/19 d O O SCALE:: AS SHOWN t NEW 2 x 10 RIDGE BEAM D-2 ROOF CONSTRUCTION — 70 BE:ASPHALT SHINGLES OVER 1511 BLDG.PAPER OVER 1/2"PLYWD.SHEATHING X 4 C.T @ 32" O.C. OVER 2"X 8"R.R.@ 16"O.C. 12 WITH ICE SHIELD MIN.24" FROM WALL EDGE AS PER 5 v STRON IRC-905.1.2 ICE BARRIERS BACK - — (TYP)ROOF VENTS ALUM.GUTTERS - — AND LEADERS / NEW 2"X 10"C.J.@ 16"O.C. — 12"OVER HANG WITH R-30 INSULATION 7E7777—=— W1TH VINYL D-4— SHEET ROCK ON _ W1 1 SOFFIT VENT WALLS AND CEILING NEW. o EX EX MASTER Ibi5i BEDROOM - — w i\ WALL CONSTRUCTION NEW.3/4"PLYWOOD ON I TO BE VINYL SIDING (2)2 x 10 FLOOR JOIST @ 16"O.C. N C7 OVER 1/2"TUFF-R W/R-30 INSULATION @ PERIMETER LL --- i`ry INSULATION OVER HOUSE WRAP OVER 1/2"PLYWD.OVER O 2"X 4"STUDS @16"O.C. O w WITH R-15 INSULATION I w CAULK AND AIR SEAL ALL SEAMS AROUND WALLS AND WINDOWS— NEW. MASTER Lt BEDROOM o EX Ex ® ® I Ex 0 NEW.3/4"PLYWOOD ON a (2)2 x 10 FLOOR JOIST @ 16"O.C. mimfim EX WIR-30 INSULATION GRADE GRADE 11=1 . -, III-1TI-1�' NEW.(2)2"X 6"ACQ SILL PLATE -III) ;• I i—I 1=1 I'- SILL SEAL&TERMITE SHIELDI=I C . NEW Q I I 1—) EXISTING REAR ELEVATION _ I 1—III= Bldg Dept copy fro ZBA 8"WIDE P.C.FOUNDATION — BASEMENT 5/8"0 ANCHOR BOLTS �I I—i STORAGE USE ONLY n 1 I 1—_� SCALE: 1 /4t"=1 )-0"" ewed d currents 15"EMBEDMENT 39"O.C. 1--El I I1 + Final revi I I—III FBA File e �t ' WITH 3"SQ.WASHERS DAMP PROOF —III-1 III— (��`� FOUNDATION BELOW GRADE WITH i I I—_ 1I 1NEW 4 P•C• I I—I BITUMINUS MATERIAL CONCRETE SLAB i—III—I •. III=. 8"X 16"P.C.SPREAD FOOTING 11 I—I I 1 • I—II- W/KEY WAY SPREAD FOOTINGTO BE BE MIN.36"BELOW GRADE --III=1 I — III—III—III—III—III—III—III-III-1 I I=I I —1 I I—I I 1-1 11E1 11—IIEd II=I 11 —I 11- 11=1 11=1 11=1 I I—I 11=1 I I—III—I 11=1 I I—� —"'_�i�_-1 11-1 I I=1 I I—I I I—I 11=1 11=1 I I=1 11=1 7-111=1 11=1 I I E I I-11 I— '1 I-1 11 ' —"�—1 I I—i I I—I I I—I I MI 11=1 1I- '=1 I I—I I I—I 111- '=1 I I—III—III—I i I—I 11=1 =_I�' �I=III=111—III=III= MICHAEL ANGELONE, P.E.LLC SECTION A-A Ili�lilTl7F71:1: 4 POND PLACE OYSTER BAY, N.Y. 1 1771 SCALE: 1 /4"=I '—O" TEL 516-922.2024 d PROJECT: 512 HAHN RESIDENCE 1 250 VANSTON ROAD CUTCHOGUE, N .Y 1 1935 NEW 12"FLYER PROPOSED 12"OVERHANG — ---- —-- 0 2ND STORY V� - ADDITIOI`I SIDING N N N Fx & FRONT PORCH w — N w N CL XXX w PERMA CAST CAST SHELLS ONLY INC. NEW 8" ROUND HOME IMPROVEMENTS EX EX EX COLUMN(TYP) N N N o ALL HAND RAILS AND 355 Sunrise Highway GUARDS AS PER IRC SECTION West Babylon, New York 11704 R-311.7.8&R-312.2 (36"HIGH RAILING, Pholne(631)422-9190 Fax(631)422-9313 BALUSTRADES N WITH LESS THAN 4"SPACE) GRADE PROPOSED FRONT ELEVATION ALL TREADS AND RISERS DRAWN BY: R.G. LDRAWING NO. AS PERIRC SECTION k SCALE: 1 /4"=1 '-0" R-311.7.5.1 7..1&311.7.5.2 DATE: 5/2/19 9/0(MAX_7.75"RISER MIN.1.0"TREADS) SCALE: AS SHOWN NEW 12"FLYER 12"OVERHANG NI'W VINYL SI WING LU N g7{ cv 12 w – � N > w NEW 8"ROUND N it PERMA CAST COLUMN(TYP) N ALL HAND RAILS AND GUARDS AS PER IRC SECTION R-311.7.3&R-312.2 (36"HIGH RAILING, BALUSTRADES WITH LESS THAN 4"SPACE) GRADE ® Bldg Dept copy fro ZBA D Final reviewed 4o ments Z�B!File, PROPOSED RIGHT SIDE ELEVATION / SCALE: 1 /4"=V-0" MICHAEL ANGELONE, P.E.LLC 4 POND PLACE OYSTER BAY, N.Y. 1 1771 TEL 516-922-2024 1 1 NEW 12"FLYER 12"OVERHANG PROJECT: NEW VINYL SIDING HAHN RESIDENCE LLL L�L�:��—= I I N N w 1 250 VANSTON ROAD CUTCHOGUE,N .Y 1 1935 w N PROPOSED 0 2ND STORY ADDITION EX i & FRONT PORCH N N a f C' SHELLS ONLY INC. GRADE HOME IMPROVEMENTS 3 PROPOSED LEFT SIDE ELEVATION 355 Sunrise Highway West Babylon, New York 11704 SCALE: 1 /4"=V-0" Phone (631)422-9190 Fax(631)422-9313 t / x D DRAWN BY: R.G. DRAWING NO. DATE: 5/2/19 Q O O SCALE: AS SHOWN TABLE 3.1 (NAILING SCHEDULE) 2015 WFCM 12" 12" STRAPPING FOR UPLIFT CONNECTION JOINT DESCRIPTION N it OF COMMON s A NAIL SPACING ° NAILS NAILS � ° ROOF FRAMING Rafter to Top Plate(Toe-nailed)'Table 3AA 3-8d 3-10d per rafter o ° Ceiling Joist to Top Plate(Toe-nailed)Table 3AA 3-8d 3-10d per joist Ceiling Joist to Parallel Rafter(Face-nailed)Table 3.9A 5-16d 5-16d each lap °° ° ° ° Ceiling Joist Laps over Partitions(Face-nailed)Table 3.9A 5-16d 5-16d each lap ° ° ° ° Collar Tie to Rafter(Face-nailed;/ 3-8d 3-8d per tie r 2-8d 2-10d each end SIMPSON ° o Blocking to Rafter(Toe-nailed) t Rim Board to Rafter(End nailed; 2-16d 3-16d each end STRONG-TLE AC r WALL FRAMING SIMPSON TRONG- -16d per DI ADJUSTABLE HANGER D2 RIDGE D3 CATHEDRAL RIDGE D4 HURRICANE TIE STRONG-TIC H I MEN. 1!2"e ANCHOR BOLT Top plate to Top Plate(Face-nailed) 2-16d 2 P O O MIN.7"EMBEDMENT -1 d joints-each side SIMPSON STRONG-TIE O SIMPSON STRONG-TIE O SIMPSON STRONG-TIE SIMPSON STRONG-TIE H 2A Top Plate at Intersections(Face-nailed) 4-16d 5 6 1 Lsu26-2X6 DS JOIST AND POST D6 FACE MOUNT HANGER Stud t0 Stud(Face-nailed) 2-16d 2-16d 24"O.c. LSU26-2X6 LST WITH(3)8d COMMON NAILS AS PER TABLE 3 4 D7 HIP RAFTER D8 POST BASE 16d 16d 16"o.c.along edges LSSU28-2X8,2X10,OR 2X12 LOCATED AT EACH END OF STRAP LSSU28-2X8,2X10,2X12 2015 WFCM CONNECTIONS SIMPSON STRONG-TIE LUS 28 SIMPSON STRONG-TIE HRC 22 ALL STRAPPING MATERIALS D9 HIP CORNER PLATE Top a Bottom Plate to Stud(End-nailed)Table 3.5A 2-16d 2-40d Per stud LSTA18 WITH(3)8d COMMON NAILS SIMPSON Sl'RONG-TIE AC Header to Header(Face-nailed) IN CONNECTION ACQ SIMPSON STRONG-TIE HC'P2 OR HCP4 LOCATED AT EACH END OF STRAP SIMPSON STRONG-TIE III MUST BE Z MAX RATE RATED CLIPS, Bottom Plate to Floor Joist,Band Joist,End Joist or 2-16d 2-16d per foot ALL STRAPPING MATERIALS STAINLESS STEEL OR EQUAL blocking(Face-nailed) IN CONNECTION WITH ACQ MUST BE Z..MAX RATED CLIPS, STAINLESS STEEL OR EQUAL FLOOR FRAMING CUT Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist HD2A LENGTH Bridging to Joist(Toe-nailed) 2-8d 2-10d each end AT CORNERS 12' Blocking to Joist(Toe-nailed) 2-8d 2-10d each end LENGTH Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam(Toe nailed) 3-8d 3-10d per joist 3-16d 4-16d per joist DECK RAIL POST' Band Joist to Joist(End-nailed) • CLEAR INSTALL U'1"I'2Z OR HD2A Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per foot 12"MIN.ON SPAN IN EACH RAILING POST CS 16 • 0 )3P STUD SURFACE MANUFACTURER INSTALLED AS PER ROOF SHEATHING LEDGER BOARD SPECIFICATIONS CS 16 SIZE SPECIFIED 12"MIN.ON 12"MIN.ON ON PLANS STUD SURFACE STUD SURFACE Wood Structural Panels 8d 10d SEE TABLE 3.10 MST27 �` RSIMPSON D"I-1'2Z Q SIMPSON CS20 OR DECK JOIST BP Diagonal Board Sheathing SEE STRAPPING 12' 1"x6"or 1"x8' 2-8d 2-10d per support DETAIL BELOW BP I-1'4"20 GA GALV. I-1/4"20 GA.GALV. 1"X10 r wider 3-8d 3-10d per support (MIN.12"ON a S rRAPPING MIN.12" LENGTH 1-1:4"20 GA GALV S'T'RAPPING MIN.12" PROVIDE JOIST' STUD SURFACE) A o ON S'Fl1D SURFACE STRAPPING MIN 12" ON STUD SURFACE , MST27 HANGERS A'I' (3-8d NAILS A I'EA ' RAFTER 1212E ON S FUD SURFACE RIM JOISTTO (3-Rd NAILS AT EA SIMPSON CEILING SHEATHING ONPLAl SIZE S}IT° • � LTP4 ° F.ND OF STRAY) (4-8d NAILS ATEA FLOOR JOIST END OF STRAP) LS 70 END OF STRAP) (LUS28) Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field G o e• f - A I/2"DIA.BOLT 1 TP4 POSTAND 1N"1'O D'I"I'_Z LAY OVER VALLEY DETAIL D 15 RAFTER TO HEADER 1/2"DIA BOLT THROUGH WITH NUT•&WASHER Dl 1 SILL PLATE TO FOUNDATION D 14 O D 16 HURRICANE TIE POST WITH WALL SHEATHING DIO STUD TO RIM JOIST e CANTILEVER SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE H 10 S NUT&WASHER p 19 EXISTING BOX BEAM SPACING AS PER TABLE 3.2A • p J 2 STUD TO STUD CONNECTION D 13 O Wood Structural Panels 8d 10d SEE TABLE 3.11 1 -8 W 20 NAILS) METAL STRAP O H2.5 D 18 EXISTING SILL PLATE 2ols wFCM SIMPSON STRONG-TIF, LS 70 AS PER TABLE 3.4 TO FOUNDATION Fiberboard Panels (4-MI BEASIMPSON STRONG-TIE 12"MIN,BEARING ON STUD SURFACE PLACED ALL STRAPPING MATERIALS CS20 AND LUS28 2015 WFCM D17 DECK RAIL POST TO FOUNDATION 1/2" (I Iga.roofing nail.12"x 1-1/2"long 7/16"head 11ga.roofing nail - 3"edge/6"f eld AT EACH STUD. IN CONNECTION WITH ACQ CS2o CONNECTORS SIMPSON LTP4&CS16 INSTALLED 25/32" (11ga.roofing nail.12"x 1-314"long 3/8"head 11ga.roofing nal - 3"edge/6"field ALL STRAPPING MATERIALS MUST BE Z MAX RATED CLIPS, TO EXISTING N 1212E INSTALLED TO EXISTING FOUNDATION SIMPSON# DTT2Z OR HD2A TO EXISTING FOUNDATION FOR SILL PLATE WITH BOX BEAM Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field IN CONNECTION WITH ACQ STAINLESS STEEL OR EQUAL Hardboard 8d 8d table 3.11 MUST BE Z MAX RATED CLIPS, PLATE 'LAB Particleboard Panels 8d 8d see manufacturer STAINLESS STEEL OR EQUAL Diagnonal Board Sheathing 1"x6"or 1"x8" 2-8d 2-10d per support 12"Max. 12"MAX. 1'k10"or wider 3 8d 3-10d per support 6I MIN. I 6� MIN. 2x4 ERA BRACE FLOOR SHEATHING I AT6-O, LATERAL BRACE AT 6'O.0 Wood Structural Panels 1"or less 8d 10d 6"ed e/12"field x _ ___ g E Z .' Q 2 TRUSS OR CEILING JOIST greater than 1" 10d 16d 6"edge/6"f eId ' Diagonal Board Sheathing -`° N`O - -10dNAILS HOEDOWN CONNECTION �. 1"x6"or 1"x8" 2-8d 2-10d per support _ �' ' `\� ' \`� 3-8d 3-10d per support � \`\ i �`\ NOTE: 1"x10"or wider P Pp GABLE END TRUSS 1 1/4"MIN.20 GAUGE %/ '�z \\ / \\ ALL STRAPPING,ANCHORS,HOEDOWNS 8c 5 d COOLER NAILS COIL STRAP Ol SEE PLAN FOR O \\ / \\ ADHESIVES TO BE INSTALLED AS PER 5/8"ANCHOR HOLT @ 35"O.C.FOR 1&2 STORY AT 5 O C I HEADER SIZE \ I-1/4"W 20ga q 1 MANUFACTURERS SPECIFICATIONS. GYP.BOARD / tl I METAL STRAP —N N TABLE R 301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING 1)MIN.7"EMBEDMENT INTO P.C.CONCRETE 2X4 BLOCK NAILED TO EACH ► ANCHOR BOLT t-1!4"W toga. t r 1 SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,C,D I NOT SHOWN METAL STRAP t I p 1 W/3"SQUARE WASHERS AND ENDNUT SETUP BRACE WOTl1 4-IOd NAILS FRAME OPENING FOR I I 1 ANCHOR HOLT 1 E„_W..-._..,........._........_._...—_ _.,....................,.._......_.._,_,......,...._....._........._.......... NAr- n(. EXTERIOR DOOR 5dCOnLER NEW WINDOW OR I 1 I 2)1-ANCHOR BOLT IS TO BE LOCATED BETWEEN L S 1@7" l0-Rd ; r 1 NOTSHOWN r { E µFASTENER SPACING(orches)a,b 1 e r t( SECTION R301 2 2.2.1 WEIGHTS OF MATERIALS 6"MIN.TO 12"MAX.FROM ENDS OR CORNERS. NAILS FASTENER TYPE ? 4 FEET < r 6 FLET < IY,X 20('A L r 1 / . PA14EL SPAN STRAP 1 e ♦ ♦ / " SIMPSON"HDUS 2-16d COMMON <4 FEET PANEL SPAN ' PANEL SPAN ` .d • / 1 / / / GRADE NAILS @ F" O.C. { < 6FEF7 I < RFEET \\ / Y/j//j//j FOR FULL LENGTH __ i USE DEAD LOAD ANCHOR BOLT SPECIFICATION ENDWALL \ / J NO 8 WOOD SCREW BASED_....• _,iOm. s B i \ / C��\/� \/� � °e OF STUD. ....._.....__ STUDS \ ♦ ♦' / ♦ ♦` E ANCHOR WITH 2-MCH £ 16 {EMBEDMENT LEN<iTH EXTERIOR LIGHT-FRAME WOOD WALLS \/�\\/�\ \\/\\/\\/J • 15 PSF ._._.............__............. .. _._._. NOTE: y (NO 10 WOOD SCREW BASED s s s 1 I-S14FATING AS PART OF SIIEARWALL SEGMENT(SW S 1 ♦•♦ �� /, �•♦ �/ e° t ANCHOR WITH 2-INCH 16 I 12 9 EXTERIOR LIGHT-FRAME COLD-FORMED — �•C l EMBEDMENT LEN(i11I ' 14 PSF WHERE NOTED ON FLOOR PLAN.SHALL BF.CONTINOUS FROM O `� 1 i STEL WALLS SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS CEILING BRACING GABLE ENDWALL t { '14'LAG SCREW BASED is 8d COMMON NAILS @ 6'O C EDGE&FIELD L_ ANCHOR WITH 2-INCH 16 } 16 16 1 IN TERIOR LIGHT-FRAME WOOD WALLS 10 PSF 2-HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTURE n EMBEDMENT LENGTH 1 UNLESS OTHERWISE NOTED. ~ ,.^;.ti•i'•.:•••• •-•• �•�,—_ _,,.._._..,__- ? „„•--,-•,,,,,,,,-„„•,_,,,,q,,,,,-„_,-_-�,,,,,,,,,,1 3-SEE CONSTRUCTION DETAIL 2(NAILING AND STRAPPING) MST27 STRAP CONNECTION DETAIL _ e INTERIOR LIGHT-FRAME COLD-FORMED PSF &DETAIL 4(HOLD DOWN&CONN). I-I/4”W 20 GA.METAL STRAP BLOCKING Ca- 5 �'C•'�'•'• u• � •''•'' For SI I inch=25.4 mm, I foot=304.8 mm, I pound=41.448 N, 1 mile per hour=0.447 STEEL WALLS TOP PLATE SPLICE'.REQUIREMENTS (4-8d NAILS) ENDwALL. 12"MIN.BEARING ON STUD SURFACE °e m%s. P"THICK MASONRY WALLS 80 PSF a.This table is based on 180 mph ultimate design wind speeds,Vult,and a 33-foot mean roof FOR WIND EXPOSURES B&C PLACED AT EACH STUD(16"OC) height. ' I ONE STORY SLAB ON GRADE _ HEADER CONNECTIONS AS PERWFCMWALL BL�2130 FOUNDATION b.Fasteners shall be installed at opposing ends of the wood structural panel.Fasteners shall be 6"THICK CONCRETE WALLS 85 PSp PLYWOOD SHEATHING PLYWOOD SHEATHING located not less than I inch from the edge of the panel. sd COMMON E&F 8d COMMON NAILS BUILDING MIN.SPLICE c.Anchors shall penetrate through the exterior wall covering with an embedment length of ' r+6"O.C.EDGE&FIELD �6°O C EDGE&FIELD DIMENSION LENGTH I-I/4"MIN.20 GAUGE COIL STRAP not less than 2 inches into the building frame. ' satt0 BLOCKING TOP PLATE SPLIC'F•,1.ENGTH Fasteners shall be located not less than 2-1/2 inches from the edge of concrete block or ALL f 10RIZ SEAMS 12'-0" 2'-0" TABLE R301.7 ALLOWABLE DEFLECTION OF HOLD HOLD D 16'_0" 3'-0" concrete. STRUCTURAL MEMBERS DOWN DOWN SIMPSON TFIDus d. Panels attached to masonry or masonry/stucco shall be attached using vibration-resistant 20'-0" 4'-0" anchors having an ultimate withdrawal capacity of not less than 1,500 pounds. 24'-0" 4'-0" THE CONSTRUCTION TYPE RUCTURAL MEMBER ALLOWABLE 28'-O" 5'-O° DESIGNATION SHALL BE R AFTERS HAVING SLOPES GREATER THAN 3 12 WITH L/180 32'-0" 6'-0" 1/2" 1", '11", 'Ill", THE C I I\ISHED CEILING NOT ATTACHED TO RAFTERS SHEARWALL SEG.DETAIL(TYP ) SHEARWALL SEG.DETAIL(TYP.) 36'-0" T-0° TO INDICATE THE CONSTRUI TION slMPsoN' FIDUS FOR COMMON TABLE R 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS NTS NTS 40'-0" 8'-0" NAILS 136"o.c. (in pounds per sq.ft.) II TERIOR WALLS&PARTITIONS 11/180 CLASSIFICATION OF THE FOR FULL LENGTH So'-0" 10'-0" STRUCTURE UNDER of sT uD- 60'-0" 12'-0" SECTION 602 OF THE BCNYS o °e i I DORS&CEILINGS W.'BRITTLE FINISHES(ine.plaster&stucco) L/360 21-01 o C I 2'-0"0 C I 70 -0° 14'-U" USE LIVE LOADS ILINGSWITTIFLEXIBLEFIN]SHES(includinggypsumboard) L/240 I I 80'-0" 16'-0" w BACKGROUND MUST BE 1.OTIIER STRUCTURAL MEMBERS L/240 • Q REFLECTIVE WHITE UNINHABITABLE ATTICS W/OUT STORAGE 10 1 .FERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 • UNINHABITABLE ATTICS W/LIMITED STORAGE 20 T-0"0C L^_"CARRIAGE BOLT(MIN) '-'�"oC LETTERS AND BORDER W/WASHER&NUT(TYP) D MUST BE _HABITABLE ATTICS&ATTICS Wr FIXED STAIRS 30 TERIOR WALLS-WIND LOADS a WITH BRITTLE FINISHES H/_4o TOP PLATE SPLICE REQUIREMENTS (p BALCONIES(EXTERIOR),&DECKS 40 TERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 FOR WIND EXPOSURES B&C SOLID REFLECTIVE RED POLID RE 1 CT BLOCKING @ ALL OTHER CASES 1-'TABULATED SPLICE:LENUTI IS ASSUME TOP PLATE- # ENDwALL. FIRE ESCAPES 40 — (TYP.)BOLT PATTERN FOR FLITCH PLATE TO-TOP PLATE CONNECTIONS USING 2-16D NAILS PER FT. •►I \TELS SUPPORTING MASONRY VENEER WALLS L/600 FOR StIORTF.R SPLICE LENGTHS,TI IE NAILS SPACING GUARDS AND HANDRAILS 200 N TS BUILDING MIN.SPLICE SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT DESIGNATION FOR STRUCTURAL GUARDS IN-FILL COMPONENTS 50 )TE L-SPAN LENGTH DIMENSION LENGTH NUMBER OF NAILS. COMPONENTS THAT ARE OF •:•.. :�: t,. , PASSENGER VEHICLE GARAGES 50 II-SPAN I EIGIIT TRUSS TYPE CONSTRUCTION ROOMS OTHER THAN SLEEPING ROOMS 40 BLOCKING ENDWALL. 12'-0" Y-0" 2-TABULATED SPLICE LENGTH ASSUME A BUILDING '• , I6'-0" 4'-0" LOCATED IN EXPOSURE(B) • " SLEFMNG ROOMS 30 TABLE R402.2 20'-0" 5'-0" "Fit FLOOR FRAMING, INCLUDINI STAIRS 40 M INIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE RIDGE PLATFORM FRAMING ONLY. 24'-0" G-0" 3-TABULATED SPLICE LENGTHS ARE BASED ON 8 FT, GIRDERS AND BEAM`. 28'-0" T-0" WALL HEAIGHT'S FOR OTHER WALL,HEIGHTS,(H) MINIMUM SPECIFIED 32' 0" 81-0.1 THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED n n 1 z 1/2"nvTo OTVCRETE wEMBMD ONN"AT COMPRESSIVE STRCNGTHa(Pc) BY W8. R ROOF FRAMING (HIGH STRENGTH PROXY ADHESIVE) 36'-0" 9'-O" 1 FOR TEMPS OF 40"F USE"SIMPSON"AT TABLE R 302.1(]) EXTERIOR WALLS Weathering potential b 40'-0" 1 l'-0" 4-TOP PLATES SHALL BE MINIMUM OF STUD GRADE MATERIAL •r (HIGH STRENGTH ACRILIC ADHESIVE). TYPE OR LOCA LIONS OF so'-o° 13'-o" FR" FLOOR & ROOF FRAMING ------p-••••• •-••-'i CONCRETE CONST'RUCT70N Negligible Moderate Severe 1(`EXTERIOR WALL ELEMENT MINIMUM— MINIMUM FIRE 60'-0" 16'-U" L I EIRE-RESISTANCE RATING SEPARATION DISTANCE 1 F.asement walls,foundations and other 70"-0" 19 -0" 80,-0" ,�, o" RESIDENTIAL STRUCTURES WITH TRUSS—TYPE CONSTRUCTION, PRE—ENGINEERED WOOD c ncrete not exposed to the weather 2,500 2,500 2,SOOc ATTIC SPACE. CONSTRUCTION, AND/OR TIMBER CONSTRUCTION FOR A NEW DWELLING AND OR ANY i IHR TESTED IN ACCORDANCE WITH I ADDITION, ALTERATION. A SIGN OR SYMBOL DESIGNED IN ACCORDANCE WITH TITLE {{ FIRE-RESISTANCI:RATED IASTMEII9ORI1L263WITH EXPOSUREI <sFEET E;.:sementslabs and interior slabs on 19NYCRR PART 1265 SHALL BE AFFIXED TO THE EXTERIOR OF THE STRUCTURE FOR Bldg Deptr•,� •� I _ FROM BOTH SIDES 3 I NOT•RGSISTANCE.RATED I U HOURS 1 S FEET g(,Ide,except garage floor slabs 2,500 2,500 2,500c SPLICING OF TOP PLATE Final �• _ I3A _ _.� - FIELD INSPECTION •73 C nts i NOTALLOWED J N A I <-FEET €( R:I;ement walls,foundation walls, BLOCKI`C2BAY5 at Fs PROJECTIONS ?FIRE-RESISTANCIi RATED I I HR ON THE InJDERSIDE ab_ 2 FEET<5 FEET e��erior walls and other vertical BACK C`°oC C r — — 1 Date: ' NOT-RESISTANCE RATED i 0 HOURS i 5 FEET ; concrete work exposed to the weather 2,500 3,000d 3,000d WITH NUT I/''"X 3"BEARING PLATE NOT ALLOWED i N'A ? <3 FEET i TRUSS EYP. CONSTRUCTION SIGN OPENING IN ' 5%MAXIMUM OF WALL AREA 0 HOURS , 3 FEET i WALLS I '- Porches,carport slabs and steps 3 LQ"STL PLA"TF, � UNLIMITED 10HOURS �• 5FEET SECOND FLOOR. WELDED TO COLUMN 11 SCALE: NTS e�nosed to the weather,and garage o I EINETRITIO,.1' ALL I COMPLY WITH SECTION R 3024 <3 FEET f,�Jr slabs 2,500 3,000d,e,f 3,500d,e,f w t NONE REQUIRED) 3 FEET GIRDER BEAMI�L —�--•-•-- SEE PLAN FOR SIZE (4)1%2"DIA.BOLTS for si' 1 foot=304 8mm. for,i I pound per square inch=6.895 kpa WITH WASHERS SEE PLAN FOR SIZE BLOCKING' n/a=not applicable. a a'28 days psi. BACK C 4•-o-oc a.roof eave fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of 3 5"STI. II the cave if fireblocking is provided from the wall top plate to the underside of the roof sheathing. b :e table iT301.2(1)for weathering potential. COLUMN I%_ Sl L.PLATE �1 FOR COLUMN 1 b.roof eave fire-resistance rating shall be permitted to be!reduced to 0 hours on the underside of FIRST FLOOR. 11 C �mcreteintheselocationsthatmaybesubjecttofreezingand I%2" EPDXY COATED MICHAEL ANGELONE, P.E.LLC the cave provided that gable vent openings are not installed. ,h.Iwing during construction shall be air-entrained concrete in accordance with footnote d. P.C.FOOTING HOOKED ANCHOR BOLTS 11 Z_JSEE PLAN FOR SIZE 12"EMBEDMENT 1/2"THREADED ROD 1 4 POND PLACE SHELLS ONLY INC. d �mcrete shall be air entrained. total air content(percent by volume OYSTER BAY, N.Y. 1 1771 „I concrete)shall not be less than 5 percent or more than 7 percent. TABLE R 302.6 DWELLING-GARAGE SEPARATION BLOCKING 2 BAYS e e rr402 2 for maximum cement content. BACK c 4'-0'OC TEL 516-J22-2024 MUM HOME IMPROVEMENTS I SEPARATION MINI f. ��r garage floors with asteel-troweled finish,reduction of the total air content CNW COUPLER NUT EDGE DISTANCE 3" POST TO GIRDER AND 3 BABYLON, SUNRISE H WY I:rcent by volume of concrete)to not less than 3 percent is permitted if the NOT LESS THAN 1 2-IN('H(iYPSIJM BOARD OR 1 e W E B T BABYLON, N.Y. 1 1 704 FROM THE RESIDENCE AND ATTICS NOT LE'Al.ENT:IPPLIED TO THE GARA<iE SIDE I •ecified compressive strength of he concrete is increased to not less than 4,000 psi. FOOTING COONECTION ; PHONE (6 3 1 ) 422 -9 1 9 O FAX (422-9313) �---�- -' -- —.- -- - -•.�-„-.. _ __ _ TABLE R 30].2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA • ; FROM HABITABLE R(x)MS ABOVE Th F GARAGE { NOT LESS THAN 5 8-INCH TYPE X I 1 1 GYPSUM BOARD OR EQUIVALENT o \ STRUCTURE(S)SUPM)RTIN(i Fl.00RCEILIN(i 11 NOT LESS THAN I'_-INCH WIND DESIGN SUBJECT TO DAMAGE FROM MINIMUM i REQUI EDBYTHISSERSEPARATION I GYPSUM BOARD OR EQUIVALENT OWNER HAHI � � RE(JUIRED BY THIS SECTION i ICE BARRIER END DISTANCE 3” 1 (�WUND SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE SEISMIC DESEGN WEATHERING FROST LINE TERMITE WINTER DESIGN FLOOD HAZARDS AIR FREEZING MEAN ANNUAL, UNDERLAYMENT (iARA(iES LOCATED LESS THAN 3FEET ¢ NOT LESS THAN I'--INC'H GYPSUM BOARD I ,\,OW LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMPERATURE INDEX TEMPERATURE L FROM A DWELLING KNIT ON THE SAME L(»' 1 OR EQUIVALENT APPLIED TO THE INTERIOR REQUIRED SIDE OF EXTERIOR WALLS THAT _- {4 ARF.WITHIN THIS AREA 20 140 NO NO I MILE FROM COAST B SEVERE 3'-0" M-H I S DEG. YES 599 51 de€. HOLLOW COLUMN CONNECTION DETAIL RESIDENCE ....................._.-.--.......-.................,..,.-.....-.__-....,._..._........J..-.....,_..._«.,.....,_....-,,..............,,,,..,........._,,,..,,._....,...,_,,...•.,,.1 _ DETAIL SHEET DF GN CRITERIA IN ACCORDANCE WITH AT�`A WOOD FRAME CONSTRUCTION MANUAL(2015 WFCM). D 1 250 VANSTON ROAD 2 2 CUTCHOGUE, N .Y 1 1935 - � � � - - I - I � ------------� P=(D) 9 nH [EnHz� LT (D) HIL RIF= 3n1o1Emuu1D= (K (:D) [o [E - SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R301. GENERAL NOTES: 9 1 5.1.5 PRIVATE GARAGES. C OMS IN 1.THE ARCHITECT/ENGINEER OF RECORD HAS NOT BEEN RETAINED FOR THE SUPERVISION OFTHIS PROJECT. CARBON MONOXIDE DETECTION SHALL BE PROVIDFD IN DVFI,I.ING UNITS.SLEEPING UNITS ANDCLASSR) 301 1)1..,�w(jN clm'ERIA BUILDINGS WI FH ATTACHED PRIVATE GARAGES SEC71ON R800 ROOF11EN771A 17ON 2 IT IS THE-RESPONSIBILITY OF THE CONTRAcToRTO FILEFOR AND OBTAIN ALI,REQUIRED APPROVALS AND PERMITS FROM ANY .::;f :,-`;.j, ,,,j:�,:: %:", R8061 VENTILATION REQUIRED. AND ALL GOVERNING AGENCIES HAVING JURISDICTION OVERTHIS PROJECT ','.If..' .", !::;%,:��': .� . . DBYTHEPROVI IONSOFTHIS R308.4.5 GLAZING AND WFT SURFACES. 915 2 LOCATIONS , ,. . t.�. --ED.I,NA.CCORDANCE WITH THE PROVISIONS OF THIS CODE AS LIMITE OSURES OR FENCES CONTAINING OR FACING HOT TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM ROOMS, �F I , .UNDERSIDE OF ROOF 3.IT IS,THE RESPONSIBILITY OFTHE CONTRACTOR TO COMPLY WITH THE S SHALL BE CONSTRUCI TH IN TABLE*R301 /0. GLAZING IN WALLS,ENCL SED EDGE OF THE GLAZING IS LESS THAN WHERE REQUIRED BY SECTION 915.1 1,CARBON MONOXIDFDETECTION SHALL BE INSTALL D N THE LOCATIONS ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE ABLISHED BY THE LOCAL JURISDICTION AND SET FOR BATHTUBS,SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPO RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE 2015INTERNATIONAL RESIDENTIAL CODE 01:NEW YORK STATE AND ALL OTHER APPLICABLE CODES,RU`LI7S AND REGULATIONS IN %DDITIONAL CRITERIA SHALL BE EST 60 INCHES(1524 MM)MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDEREDTO BE A SPECIFIED IN SEC FIONS 915 2.1 THROUGH 915 2 3 ENTRANCE OF RAIN OR SNOW.VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF P16 INCH(I 6 MM)MINIMUM AND 14 INCH THE CONSTRUCTION OF THIS PROJECT. -f :.r�;.i X':�,"!:tZ SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. 915 2.1 DWELLING UNITS. ( I F FACT I SEPARATE SI E-EPING (6 4 MM)MAXIMUM,VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER'THAN LA INCH(6 4 MM)SHALL BE PROVIDED WITH 4.THT CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALI.FIELD DIMENSIONS AND EXISTING CONDITIONSAI IL :. !;��.'':t:�'.,:U 't .' ' NS SHALL BE PROTECTED FROM WINDBORNI DEBRIS,GLAZED HAZARDOUS LOCATION.THIS IGHT LINE,FROM THE CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN DWELLING UNFI S 0 ITS D-OF CORROSION-RESISTANT WIRE CLOTH SCREENING,HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT * ' GLA7IN'G IN B'ILDINGS LOCATED IN WINDBORNE DEBRIS REGIO ISSILE TEST OF ASI I E 1996 AND EXCEPTION:GLAZING THAT IS MORE THAN 60 INCHES(I 524 MM),MEASURED HORIZONTALLY AND IN A STRA TAM AREA IN TliE IMMEDIATE VICINITY OFTHE REDROOMS WHEPE A FT IFLAIURNING APPLIANCE IS LOCATED WITHIN DOCUMENTS TOTHE ARCHITECT/ENGINEER OF RECORD �RarrcTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE M WATERS EDGE OF A BATHTUB,HOT TUB,SPA,WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER,SAUNA OR S1 ' DIMENSION OF 1/16 INCH(I 6 MM)MINIMUM AND 1/4 INCH(6.4 MM)MAXIMUM OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM OTHER PROTECTION FOR WINDBORNE DEBB S SHALL MEET A BEDROOM OR ITS ATTACHED BATHROOM,CARBON MONOXIDE DEI ECTION SHALL BE INSTALLED WiTHINI LIE TO THE REQUIREMENTS OF SECTION R802 7,REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. 5.ALI PLUMBING WORK SHALL COMPLY WITI ITHE 2015 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATEAND ALL ;86 AS MODIFIED IN SECTION 301.2.1.2.1 GARAGE DOOR GLAZED OPENING ROOM. APPLICABLE CODES,LAWS,RULES,REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS [IREMENTS OF AN APPR43VED IMPACT-RESISTING STANDARDOR ANSUDASMA 11 5. BEDROOM . WOOD STRUCTURAL PANELS WITH A THICKNESS OFNOT LESS THAN 716 INCH AND A SPAN OF NOT MORE'l IAN 8 FEET(2438 915,12 SLEEPING UNITS. R806 3 VENT AND INSULATION CLEARANCE. 6.HEATING AND AIR CONDITIONING REQUIREMENTS SHALL BE COORDINATED WITHTHE OWNER'S 11 V A C,CONTRACTOR PRIOR TO A,BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SI ZROUNDING THE CARBON MONOXIDE DETECTION SHALL BE.INSTALLED IN S-ELPING I zNI I S WHERE EAVE OR CORNICE VENTS ARE INSTALLED,INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR.NOT LESSTHAN A 1-INCH(25 COMMENCING ANY WORK. RTI LANCHORAGE �&.'CTION310 EMERGENCYE�SCAPEAND Rh'(�CUEOPENIN(Z 7.ALI ELECTRICAL OUTLETS,SWITCHES,LIGHTS AND WIRING SHALL BE U L.CERTIFIED AND INSTALLED IN COMPLIANCE WITH ALL RODUCT WITH THE GLAZED OPENING,PANELS SHALL BE PREDRILLEDAS REQUIRED FO I , , � , MM)SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. CONTAININGTHE P DWARE PROVIDED ATTACHMENTS SHALL BE DESIGNE ,TO RESISTTHE R3101 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. 915.4 CARBON MONOXIDE ALARMS APPLICABLE ELECTRICAL CODES AND SHALL BE SECURED WITH THE ATTACHMENT HAR ESS THAN ONE OPERABLE EMERGENCY ESCAPE AND 4.1 I[IROUGH 915.4 3 NCE WITH EITHER TABLE R301.2(2)OR ASCE 7,WITH THI PERMANENT BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT L CARBON MONOXIDE ALARMS SHALL COMPLY WITH SEC rICNS Q 1 5 8.STA IRWAY ILLUMINATION IS TO BE IN ACCORDANCE WITH R311.7.(),303 7&303.THE LIGHT SWITCH IS 1-0 BE LOCATED AT THE TOP �NT AND CLADDING LOADS DETERMINED IN ACCORDA LLED ON THE BUILI ING RESCUE OPENING.WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL 915A.1 POWER SOLIRCE. R907.1 ATTIC ACCESS. )N-RFSISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTA N DIRECTLY INTO A PUBLIC WAY,OR TO MS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO A171C AREAS THAT HAVE AND THE BOTTOM OF EACH STAIRWAY. 4ENT IN ACCORDANCE WITH TABLE R301,2 1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 4 FEET OR LESS BE REQUIRED IN EACH SLEEPING ROOM EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPE CARBON MONOX I DE ALAR � I FRRUP I ED.SHALL.RECEIVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET�THE VERTICAL HEIGHT SHALL BE 9.ALLOW A MINIMUM OF 18"BETWEEN BOTTOM OF FLOOR JOIST TO FEW FLOOR OFANY CRAWL SPACE. HE ULTIMATE DESIGN WIND SPEED,VULT,IS 180 MPH OR LESS. A YARD OR COURT THAT OPENS TO A PUBLIC WAY. WIRING IS SERVED FROM A COMMERCIAL.SOURCE.AND WHF N PRI rl�kRY POWER IS IN MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS THE 1 0.PROVIDE DOUBLE HEADERS AT ALL FLOOR CEILING,STAIR AND ROOF OPENINGS ALL HEADERS TO BE A MINIMUM OF(2)2 X 8 POWER FROM A BATTERY WIRING SHALL BE PERMANENT AN[)WI I HOUT A DISCONNFC I ING SWFICH O`FHERTHAN ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER UNLESS OTHERWISE NOTED ON PLANS .��,�%,:;! ;"!�::t��:- ,�::�,:f;;,-�.* R3 10 1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. F OOM WITHOUT THE USE OF KEYS, THAT REQUIRFD FOR OVER CURRENT PROTECTION. READILY ACCESSIBLE LOCATION.WHERE LOCATED IN A WALL,THE OPENING SHALL BE NOT LESS THAN 22 INCHES WIDE BY 30 INCHES I 1.FLOOR JOISTS SHALL,BE DOUBLED BENEATH ALL PARALLEL PARTITIONS. '. t '. : . 1. .'' �, TO THE REQUIREMENTS OF THIS SECTION. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE 0 THE R 15A2 LISTINGS. HIGH.WHERETHE ACCESS IS LOCATED IN A CEILING,MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES AT � 12.FOR ALL PRESSURE TREATED LUMBER CONNECTIONS USE Z MAX RATED STRAPS,STAINLESS STEEL OR EQUAL RES ASSIGNEDTO SEISMIC DESIGN CATEGORY C SHALL CONFORM SPECIAL KNOWLEDGE.WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOR USE ON 9 11 " TOOLSOR CARBON MONOXIDE ALARMS SHALL BE LISTED INACCORI)ANCF\ATTIf LIL 2034. SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS SEE SECTION M I��" i '� ,Y SEALED AND WEATHER-STRIPPED WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. 915 4.3 COMBINATION ALARMS FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS 13,WINDOWS AND DOORS SHALL BE PROPFRLY FLASHED AT HEADS AND PROPERI 14.AT L GYPSUM SHALL BE TAPED AND SPACKLED(3 COATS)READY FOR PAINT.1/2 INCH SHEETROCK FOR ALL WAI LS&CEILINGS ::t": ".. !f,z:,t:: %.f.:.�.-..',,f,.'1";�.:'%:�.... . . -?i - _RN TivEJOCARBON . !-:::, . .. :,ijr' ; N ., t;. - _; , .1 UARE FOOT(720 PA)FOR THE COMBINED ROOF AND CETI NGASSEMBLIES COMBINATION CARBON MON-OXIDF!SMOKE ALARMS SHALL R,AN ACCITTABI E At FE A . :. I !-, - . . .-I - , ,:;_,.. :,� .5/8 TYPE X FIRE RATED FOR ALL GARAGE AND MECHANICAL ROOMS.1,2 INC14 M R GREEN 130ARD FOR ALI,BATHROO IS. E DEAD LOADS SHALL NOT EXCEED 15 POUNDS PIR SQ '1":;:f I !:`.,:1",�r�:�,'j%-'.:,: :,',.,�: ;,--.t.,.;;Af;,:,::t:�f�.'f:;;'j�'�:,:l ,%:,ry:-,�!.,�.rj.%�:;�,,..r:,: .':-',",'.,��',.,.�I;�;":.",::r��',�. . ..",(; -,','%) :_";:e,: 1. I .. .1.1 -P., , _'. I - I . . .. . .. . I I I 1. - � . . 1. I T(480 PA)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTI� RLIMITEDBY R310.2,1 MINIMUM OPENING AREA. ENING OF NOT LESS THAN 5.7 SQUARE FEET. MONOX IDF ALARMS COMBINATION CARBON MONOXIDE SMOKF ALARMS SHALL 13E LISTED IN ACCORDANCE WITH ., ... . . i�, -1. ., 1''. . . , ,,�� ;:�, .;::1'... '��.Z:%::"',j;�fj: .;;:" .;.,::.:, �:;i;�%:,,�1 ,,,,.I�. 15 AT L.FINISHES SHALL BE AS DIRECTED BY OWNER ION)OR I 0 POUNDS PER SQUARE FOO ; ,:�'; ::.; I.: :�;t.".�l.'.*.'.t:",.,�.'�.."".:,��:''!:�� 1 1-:!1;1 :...f ."L:1! :,,,,!:. :, jl�!_;; .. I t. .� -, .1 1 1 ,,, ,, ;. , , - !:, �_,. � 1. I 1 : RIZONTAL PROJECT HALL HAVE A NET CLEAR OP 'f�:, I , � , .1 . I I 1. I - : !, , i.11 .,. ..". - , , , ,�-�,:,;�'�N" � - . '�:;;�: �, ,� -,.,,,S:4.."f"'',�.,!"�',.'�:,:!.�'..,,'':�::��%�..:,*,:,::; :*!; ;;;�:,�,,If':,!,'..,.:!,: �%j� -JOIST CORP P.O,BOX 60 BOISE IDAHO 83707 OR APPROVED EQUAL. 1 . ADS FOR WALLS ABOVE GRADESHALL NOT EXCEED: EMERGENCY AND ESCAPE RESCUE OPENINGS S UL 2034 AND U1,217, :�.I.:,::;1 1 t ; �,1�,�S:,,,t%;', _,;�.'I": :��:.r j %:�;�:�i;�. :',f :�!I:. ,� . 16,ALL MICROLAM LUMBER IS TO BE MANUFACTURED BY TRU R301.2.2.DEAD LO LEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF T14E -,_�� :I I : I., " , 1 - . .111. 1 ,::.-, : " .1 . '. 1. � I :;.: - . 11 � ., '., .I.. . . -- THE NET C SS THAN 24 INCHES S1_-(17ON R402 A/A 171RIALS :..%,,�,f:,t,*;,�,� ":�'.1 � 3$,,,V; �,,'.� !:;7 ::.':;;,K,�,�`�;�r:,�%';�,,!:."�;�� A:,(t,:�i t,,��:",1 ',A�:,:I I.,.�:,,%; :t."',:1 :-�): : ;��.:.O;;'N:":!:.:: :.:;sli",�:". ". 1j."'! ; 'SF N POUNDS PER SQUARE FOOT FOR EXTERIOR LIGHT-FRAME WOOD WALLS. HE NET CLEAR HEIGHT OPENING SHALL BE NOT LE 1. _'. 1..... I .; I 1 . .!�`t i I'.: �t R-It, : ��,. .1 : ,t 1. !, P't ;., . :.:_ ;�._ - ,: ., 1. . :! 17,CONTRACTOR TO VERIFY A MIN SOIL BEARING CAPACITY 017 2000 I-B. . , EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE.T , 1. - .. � , "! m --1,1, . 1- t - I . TEST, EXTERIOR LGHT-FRAME COLD-FORMED STEEL WALLS. R402 2 CONC RE I E. , !.:.::,, �:;;,!t 1':;�� % :� "fs-� L.: !�;.':.I f�..,` "':1�`,.'��,.,; , ,�: - :_ :e ; _. f1.:t,1:r 1.'.�,,�:t, � ,,� .t fl'�%-,,t: ':1 11 ",'.�;;: I.e., I �:j..;- _ ,'' .�j ;,:..*� � ;,,:1�,%,%..'.�.'; ,: .. . : . I . : : , I .�" _ - 11'' Ir AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES BLE R402.2.CONCRE I E SUBJECT TO , . , . I . I. : ".., : , . . .11 ;, --" P ;*:�":: 1,�":t", -, . . . - I.. `_- . i 18,ALL CONCRETE TO BE 3000 PSI (3500 FOR GARAGES)28 DAY FEN POUNDS PER SQUARE FOOT FOR -ILI)C'ON,11'RE�SIVLSIRFN(ifil0l:I C.ASSHOWNINTA ,;:1; .%� ,�",::*.j*(, . 1 Y!"'.I ; t k 1,Nt�: ::�.�,';;;,,I f,�!;-..,r�;�,��:: ,1��!;:��-�::�:,,�,....:1,!..I%;,1,1 PROVIDE 5f8"O ANCHOR BO'_TS SPACED 39"0 C. '-FRAME WOOD WALLS. CONCRETE SHALL HAVE A MINIMUM SPECII ' ,�r:,."�: ,.,�,11�"?:tl;!:�::�: ; (,.',f ,,�P %�t',;;,..`--1,!?.. 11 . :;..,. . 'f I I I., I ! t )UNDS PER SQUARE FOOT FOR INTERIOR LIGH1 - ATED IN I SPECIFIED INTABLE R402 1 THE I t I,; - - - ... EL WALLS. MODERATE OR SEVERE WEATHERING AS INDIC 'ABLE R301 20)SHALL BE AIR ENTRAINED AS :-.:;�;.�;:: :r),�:. ,'.,,'%,:;f,',-:t..'.,'_.;.t lt� '!:;: �.'%.'.'t*,;s'; ,�,��':1,i,�,11:11'.I� ANCHOR BOLTS SHALL ALSO BE LOCATED WITHIN 12"FROMTHE ENDS OF EACH PLA-E W!3"SQ.WASHER AND MIN.7"EMBEDMENT OUNDS PER SQUARE FOOT FOR INTERIOR LIGHT-FIAMF COLD-FORMED STE R310,2.2 WINDOW SILL HEIGHT NING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN MAXIMUM WEIGH I'OF FLY AS[1,0711 IER POZZOLANS,SILICA FT!ME.SLAG OR BLENDED CEMENTS THAT IS FNCI-UDFD IN CONCRETE � I. . .t . .: . 11 . I I .- 1 , . , I INTO P.C.FOUNDATION I -INCH-THICK MASONRY WALLS. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPE I I T WILL BE 17XPOSED TO DEICING Y POUNDS PER SQUARE FOOT FOR 8 _E WALLS R;WHERE THE SILL HEIGHT IS BELOW GRADE,IT SHALL BE PROVIDED WITH A WINDOW WELL IN MIXTURES FOR GARAGE FLOOR SL ABS AND FOR EXTERICR PORCHES.CAIZ PORT SLABS AND STEPS T1[A - 19 NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. Y-FIVE POUNDS PER SQUARE FOOT FOR 64MCEI-THICK CONCREI 44 INCHES ABOVE THE FLOO CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF TFIFJOTAI WEIGHTOF CEMI-INTITIOUS MATERIALS SPECIFIED IN SECTION 19.33 4 CHAP77,7?9 ROOFA,�NEWRLIES � -ITT:] -I )UNDS PER SQUARE FOOT FOR SIP WALLS- ACCORDANCE WITH SECTION R3110.2.3. OFAC1318 MATERIALS U`SEDTOPRODUCECONCRFTE AN-)TI:SIIN(;TIIEREOF SHALL.COMPLY WITH I'IIFAPPI,IC'ABI.ES-I"ANDARDSLis,rED R903 I GENERAL. OVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH 20 THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CFR CA_ES. IN CHAPTERS 19 AND 20 OF ACT 318 OR ACI 332 ROOF DECKS SHALL BE COVERED WITH APPR 21.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECALITIONSTO SAFE GUARDTI IE EXISTING RESIDENCE AND CONTENTS ;.1 I ITTEDPRO IDEDTHATTHE THE PROVISIONS OF THIS CHAPTER.ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE AND THE. AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION, AND CEILING DEAD LOADS NOT EXCEEDING 25 PC)UNDS PER SQUARE FOOT 0 190 PA)SHALL BE PERM R311,6 HALLWAYS. APPROVED MANUFACT URERS INSTRUCTIONS SUCH THATTHE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. 22.THE DRAWINGS ARE NOT TO BE SCALED-FOLLOW DIMENSIONS ONLY. 1ACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE WITH TABLE R602.10.3(4)- THE WIDTH OF A RALLWA Y SHALL BE NOT LESS THAN 3 FEET. R403 1.4 MINIMUM DEP'TH BE PLACED NOT LESS TfiAN 12 INCHFS(3305 MM)BELOWI HE UNDISTURBr.D GROUND SURFACE WHERE 23.No CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND APPROVAL 017 THE ARCH]TECT�FNGINFF.R SONRY VENEER SHALL,BE PERMITTED IN ACCORDANCE WITH THE PROVISI )NSOFSECTIONS EXTERIOR FOO`FINGS SHALL -FRAME WALLS WITH STONE OR MA APPLICABLE,-['III:DEPTH OF FOOTINGS SHALL ALSO CONFORM-To SF(71ONS R403.1.4 FT I IROUGI I R403.14 2. R903.2 FLASKING. OF RECORD. ND R703. R311.7 STAIRWAYS. FLASHING SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN 24.TECO DETAILS SHOWNTo COMPLY WITI I NEW YORK BUILDING CODE. ' ,ACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER 10. R311.7.1 WIDTH. S ABOVE THE PERMITTED HANDRAIL HEIGHT AND COMINGS.THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS 25.ALL WOOD FRAMING,INCLUDING JOISTS,BEAMS,POSTS,STUDS ETC.TO BF STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINT /AY R403.1.4.1 FROST PROTECTION. _RMANFNTS1)PPOR I'S OF BUILDINGS THROUGHTHE ROOF PLANE. -850 PSLwi1I1 E-14XIO BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES ON EITHER SIDE OF THE STAIRM EXCEPT WHERE OTHERWISE PROTECTED FROM FROST,FOUNDA-1 ION WALLS,PIERS AND OTHER P1 ' HEM FIR LARCH,GRADE#2 OR BETTER @ fb� tR3021-7 tl.'-Ri-,*.';I.q'AN7*('()N.';I-RIJ-CTI()A' AND THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TRENDS AND LANDINGS,SHALL BE NOT AND STRUCIURES SHALL BE PROI'FCTEI)FROM FROM B)ONE OR MORFOFTHE FOLLOWING METHODS 26.Vv'OOD SILLS TO BE 2-X 6"ACQ LUMBER .,.:;-:�:��1��.�"': :,�, IL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH 1)EXTENDED BELOW 1-111:FROSTLINE SPECIFIED IN TABF_;R301 2(1) R903 2.1 LOCATIONS. N 27.ALL HEADERS TO BE SUPPORTED BY(2)2"X 4"POSTS TYPICAL.OR AS NOTED ON PLAN CTION.P, " IONS OF EXTERIOR WALLS OF DWELLINGS AND ACCESSORY I FLDINGSSHALL LESS THAN 31-1/2"INCHES WHERE A HANDRA FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS,WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTIC) ENINGS AND UNDER ALL,POSTS AND PARTITIONS U- , ROJECTIONS,OPENINGS AND PENETRAT N AUTOMATIC SPRINKLER SYSTEM IN�, ,%LLED IN SIDES. 2)CONSTRUCTED IN ACCORDANCE WITT I SECTION R403 3 AND AROUND ROOF OPENINGS A FLASHING SHALL BE INSTALLED TO DIVERTTHE WATER AWAY FROM WHERE THE EAVE OF A SLOPED 28.PROVIDE DOUBLE HEADER AND TRIMMERS AT ALL.STAIR AND FLOOR OP 'MTH TABLE R302.I(l):OR DWELLINGS EQUIPPED THROUGHOUT WITH A 3)CONSTRUCTED IN ACCORDANCE WITH ASCE 312. ROOF INTERSECTS A VERTICAL SIDEWALL.WHERE FLASHING IS OF METAL,THE METAL SHALL BE CORROSION RESISTANT WITH A RUNNING PARALLEL TO SAME. )ANCE WITH SECTION P2904 SHALL COMPLY WITH TABLE R302 42). R311.7.2 HEADROOM THICKNESS OF NOT LESS TH`\N 0.019 INCH(NO,26 GALVANIZED SHEET) 29.BRIDGINGTO BE EITHER SOLID OR 18 ga CROSS BRIDGING NOI'EXCEEDING 8'O C. �,;-. 8 INCHES MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING 4)ERECTED ON SOL.[D ROCK S,PROJECTIONS,OPENINGS OR PENETRATIONS IN WALLS PERPENDICULAR TO THE LINE USED TO DETERMINE TI 1:FIRE THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET RM ON THAT PORTION OF THE STAIRWAY. EXCEPTIONS 30.THE TOP AND BOTTOM OF JOISTS MAY BF,NCTCITED-NOT TO EXCEED 2".NO TION DISTANCE THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFO 1)PROTECTION OF FREESTANDING ACCESSORY STRUCTURES WI-I It AN AREA OF 600 SQUARE FEET OR LESS,OF LIGHT-FRAME R903.2.2 CRICKETS AND SADDLES. NOTCHING AT MIDDLE 1/3 OF SPAN, ,S OF DWELLINGS ANDACCESSORY STRUCTURES LOCATED ON THE SAME LOT. CONSTRUCTION,WITH AN EAVF HEIGHT OF 10 FEET(3048MM)OR LESS SHALL NOT BE REQUIRED, A CRICKETOR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES(762 MM) 3LALL WOOD TO BE KEPT BACK 2"FROM CHIMNEYS INFORCING RODS. TS. RE NOT REQUIRED R311.7.5 STAIR TREADS AND RISERS. - -1 TER THAN LIGHT-FRAME 32.ALL CONCRETE 14AUNCH FOOTINGS TO HAVE 2#5 REBAR RE CHED TOOL SHEDS AND STORAGE SHEDS,PLAYHOUSES AND SIMILAR STRUCTURES EXEMPTED FROM PERM] 2)PROTECTION OF FREESTANDING ACCESSORY STRUC'i TIRES WITH AN AREA OF 400 SQUARE FEET OR LF SS,01:01 WIDE AS MEASURED PERPENDICULAR TO THE SLOPE,CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME . -BE REQuI RED MATERIAL.AS THE ROOF COVERING. 31 THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE(EXCLUDING SLABS)SHALL BE DAMP PROOF AS PER 2015 IRC VIDE WALL PROTECTION BASED ON LOCATION ON THE LOT PROJECTIONS BEYOND THE EXTERIOR WALL SHALT I�OT EXTEND R311.7.5.1 RISERS. F NOT MORE THAN 8-1 4 INCHES.THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF CONSTRUCTION,WITH AN EAVE HEIGHT OF 10 FEET OR LESS SHALL NOT . E 406.1&406.2 4E LOT LINE, THE RISER HEIGHT SHALL B OF STAIRS SHALL NOT EXCEED THE SMALLEST By MORE 3)DECKS NOT SUPPORTED BY A DWELLING NEED NOT BE PROVIDED WITH FOOTINGS TI TAT EXTEND BFLOWTHE FROST LIN__ 34.F[REPLACE FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES. PERMFI`TEDTOHAV1 ROOFEAVE THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT VE AT AN ANGLE NOT 'RI CHED GARAGES ACCESSORY TO A DWELLING LOCATED WITHIN 2 FEET OF A LOT LINE ARE THAN 3/8 INCH.RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABO FOOTINGS SHALL NOT BEAR ON FROZEN SOIL UNLESSTIIF FROZEN CONDITION IS PERMANENT R905.LI UNDL _AYMENT. THAT THE OPENINGS LOCATED MORE UNDERLAYMENT FOR ASPHALT SHINGLES,CLAY AND CONCRETE TILE,METAL ROOF SHINGLES,MINERAL-SURFACED ROLL ROOFING, 35.P�OVIDE CRAWL SPACE VENTS AS PER 201 5 IRC 40q 1. TIONS NOTEXCEEDING4 INCHES MORE THAN 30 DEGREES(0.51 RAD)FROM THE VERTICAL.OPEN RISERS ARE PERMITTED PROVIDED SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES,WOOD SHAKES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE 36,FOR ALL 4"POURED CONCRETE SLABS,PROVIDE 6"'X 6"TOGA WWM OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER 6"WELL DATION VENTS INSTALLED IN COMPLIANCE WITH THIS CODE ARE PERMITTED THAN 30 INCHES, SECTION R404 FOUNDA TION AND RI:TAININ(;IYALLS STANDARDS LISTED IN THIS CHAPTER.UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WITH ASTM D 226,D 1970,D 4869 AND D 6757 COMPACTED FILL. I AS MEASURED VERTICALLY,TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER SPHERE R404 I CONCRETE AND MASONRY FOUNDATION WALLS. IONS OF SECTION R404 1 3, SHALL BEAR A LABEL INDICATING COMPLIANCE TO THE STANDARD DESIGNATION AND,IF APPLICABLE,TYPE CLASSIFICATION 37 AT LEAST ONE SINGLE STATION SMOKE DE.FFCTIN(G ALARM DEVICE INSTALLEDIN CONFORMITY WITH SFCTIONR 314&R 315 IN ,!.7:.!�.,.,; ...: 1��:7;�:.;;!;: ,,�, :-1.;:"�:.::�; f,:;11 -1. NDATION WALLS SHALL BE SELECTED AND CONS FRUCTED IN ACCORDANCEwiTH'I'LLE PROVIS INDICATED IN TABLE R905.1 I(1),UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH TABLE R905.1 1(2).UNDERLAYMENTSHALL ' . EAC H SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA AND ON EACH STORY-INTERCONNECTED AND HARD WIRED ; . : .., . - . I .. .. .. . . \LL BE IN CONCRETEFOU VISIONS OFSECTION R404 1.2. INGS SEPARATING THE DWELLING FROM THE GARAGE SI MASONRY 'SELECTED AND CONSTRUCTED IN ACCORDANCE WITH THE PRO BE ATTACHED IN ACCORDANCE WITH TABLE R905 1 10). 38,PROVIDE AT LEAST ONE EGRESS WINDOW IN EACH ROOM,EXCEPT KITCHENS,BATHS AND BOILER ROOMS WITH A MINIMUM GS AND PENETRATIONS THROUGH THE WALLS ORCEAL R311.7.5.2 TREADS. FOUNDATION WALLS SHALL BE, DANCE WITH SECTIONS R302.5.ITHROUGH R302 5 3 THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHEN.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE OPERABLE AREA OF 5 SQ.FT.ON GRADE LEVEL AND 5.7 SF ON UPPER LEVELS WITH A MIN.OPENING FIT OF 24"AND A MIN WIDTI I OF VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE.THE R404.1 3.3 1 COMPRESSIVE STRENCTI I EXCEPTIONS. 20".A SILL OF NOT MORE THAN 44"ABOVE FLOOR. - ,: OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. D COMPRESSIVE STRENGTH OF:CONCRETE.F'C,SHALL COMPLY WITH SECTION R402 2 AND SHALL BE NOT LESS 39.CLAZING IN DOORS,SHOWER DOORS AND ENCLOSURES SHALL BE SIZED AND CONSTRUCTED OF MATERIALS AS TO MINIMIZE THE .f, :? "::.: ;, THE MINIMUM SPECIFIE AND 3000 PS1(20 5 MPA)IN 1)AS AN ALTERNATIVE,SELF-ADHERING POLYMER-MODIFIED BITUMEN UNDERLAYMENT COMPLYING WITH AsTM D 1970 INSTALLED IN . . ': :;. - 11 ; . . LL NOT BE PERMITTI- ,OTHER GREATEST TREAD DEPTH WITHIN ANY FLIGHT CATEGORY A,B OR C EVENT THAT'THE GLAZING IS BROKEN OR DAMAGED.AS PER 2015 IRC R-308 IGS,FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHA THAN 2,500 PSI(I 7 2 MPA)AT 29 DAYS IN BUILDINGS ASSIGNED TOSVISMIC DLSIGN ACCORDANCE WITH BOTH THE UNDERLAYMENT MANUFACTURERS AND ROOF COVERING MANUFACTURERS INSTRUCTIONS FOR THE POSSIBILITY OF INJURY TO PERSONS IN THE IGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13,� INCHES(35 MM)IN BUILDINGS ASSIGNED TO DECK MATERIAL,ROOF VENTILATION CONFIGURATION AND CLIMATE EXPOSURE FOR THE ROOF COVERING TO BE INSTALLED,SHALL BE 40.ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLYTRAPPED AND VENTED AS REQUIRED BY THE 2015 IRC.CAST IRON PIPE SHALL 4ESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13/8 INCHES(35 MM)THICK,OR20-MINUrE FEW �RATED DOORS, R311.7 5.2.1 WINDER TREADS. NOTLESSTHAN 10INCHES MEASURED BETWEEN THE VERTICAL PLANES OF THE SEISMIC DESIGN Caiegory DO,D I OT D2 PERMITTED. CON FORM WILL LOCAL CODE REQUIREMENTS AND HAVE APPROVED CLEAN OUTS AND JOINTS, 'ED WITH A SELF-CLOSING DEVICE. WINDER TREADS SHALL HAVE A TREAD DEPTH OF S WITH THE WALK LINE.WINDER TREADS SHALL HAVE A TREAD 02 MM)STRIP OF SELF-ADHERING POLYMER-MODIFIED BITUMEN MEMBRANE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTION THE STAIR.WITHIN ANY FLIGHT OF STAIRS,THE 2)AS AN ALTERNATIVE,A MINIMUM 4-INCH-WIDE(I I� DEPTH OF NOT LESS THAN 6 INCHES AT ANY POINT WITHIN THE CLEAR WIDTH OF POR RETARDER COMPLYING WITH ASTM D 1970,INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS FOR THE DECK MATERIA , � :: EXCEED THE SMALLEST WINDER TREAD BY MORE THAN 3/8 INCH R405 12 VA RIDER SHALL BE APPLIED OVER THE POROUS LAYER WITH THE BASEMENT FLOOR SHALL BE APPLIED OVER ALL JOINTS IN THE ROOF DECKING.AN APPROVED UNDERLAYMENTFOR THE APPLICABLE ROOF COVERING FOR . .oll . -MIL-THICK POLYETHYLENE VAPOR RFTA .:,.!;t ;':1:: ,�:::t" EPTH AT THE WALK LINE SHALL NOT . . I . I I LING FROM THE GA ,AGE SHALL BE LARGEST WINDER TREAD D IGHT OF STAIRS AS RECTANGULAR A6 IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWEL HE CONSISTENTLY SHAPED WINDERS AT THE WALK LINE SHALL BE ALI-OWED WITHIN THE SAME FL TEb OVER T14E POLYETHYLENE MAXIMUM ULTIMATE DESIGN WIND SPEEDS,VULT,LESS THAN 140 MILES PER HOUR SHALL BE APPLIED OVER THE ENTIRE ROOF OVER THE RUCI ED OF A MINIMUM NO.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPE� NGS INTO T TREADS AND DO NOT HAVE TO BE WITHIN 3/8 INCH OF THE RECTANGULAR TREAD DEPTH. CONSTRUC 4-INCH-WIDE MEMBRANE STRIPS iE. R311 7.6 LANDINGS FOR STAIRWAYS. R406 I CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. -1),FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR R9051 2 ICE BARRIERS S DESIGNATED IN .1 .11 OM OF EACH STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION EXCEPT WHEREREQUIRED BY SECTION R406 2 TO BE WATERPROoFE 'THE-.TOP OF THE FOOTING OR(B)6 INCHES(I 52 -SURFACED ROLL I.- .. .: 1,ITEM 4 OR LANDING AT THE TOP AND BOT7 HER THAN SQUARE OR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FRONI LFIF HIGHER OF(A) IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A BACKUP OF WATERA :��:7;: :,;.:..::- ,7 1.,;,,1: THERE SHALL BE A FLOOR RATIONSTHROUGH THE SEPARATION REQUIRED IN SECTION R302 6 SHALL BE PROTECTED AS REQUIRED BY R302 OF TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED.LANDINGS OF SHAPES OT TABLE R301 2(1),AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL RECTANGULAR SHALL BE PERMITTED PROVIDED THAT THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS THAN THAT OF MM)BELOWTuFTOP OF THE BASEMLN LFLOOR,yo THE FINISHED WADE. MASONRY WALLS SHALL HAVENOT LESS TITAN 3t8 INCH ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH.WHERE THE STAIRWAY HAS A STRAIGHT RUN,THE DEPTH PORTLAND CEMENT PARGING APPILFDTOTIFE EX YERICR OF I HE WALL,THEPARGING SI TALL BE DAMITROOI'ED IN ACCORDANCE WITH Tf IAN TWO LAYERS OF UNDERLAYMENTCEMENTED TOGETHER,OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE ;,It: ;:_'',,': ;::;: 1�::�Z.%:::� I ONE OFTEIFFOLLOWING I _ I I . .. .. �, 11 .UIRED BY TABLE R302,6 OPENINGS IN GARAGE WALLS SHALL COMPLY WTI I SECTION R302.5 IN THE DIRECTION 0)'TR-AVEL SHALL BE NOT LESS THAN 36 INCHES. USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS kRAGE SHALL BE SEPARATED AS REQ WALL SEPARATION PROVISIONS OFTABLI R302.6SHALLNOT ,R ,N,(,I,til)IN(IS7AIRSINANP,'N(7,(),';I,'l) 1)BITUMINOUS COATING THAN 24 INCHES INSIDE THE'.XTERIOR WALL LINE OF THE BUILDING.ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS 'IIME?,Fr OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5 THE FX('EP77ON:AFi.()oRORIANI.)IN(;ISN07'Ri-,*QtIIRI�-I),47'7'Hi,�7-0POI,'ANIN77,' IORh TO GARAGE WALLS THAT ARE PERPENDICULAR*TO THE ADJACENT DWELLING UNIT WALL. GARAGE,PRO VIDFD T`fA T A DOOR L)OL'S NOT SWING 0 Vh7R 7'HE STAIRS. 2)THREE POUNDS PER SQUARE YARD OF ACRYLIC MODFIED CEMEN't VERTICAL IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESSTHAN 36 INCHES MEASURED ALONG THE ROOF 3)ONE-EIGHTH-INCH COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C 887 SLOPE FROM THE EAVE EDGE OF THE BUILDING. ;- o%! -:< - ,.:! .: t::1 f :,!.,;-, R311.7.8 HANDRAILS 4)ANY MATERIAL PERM ITTED FOR WATERPROOFING 11,SLCI ION R40o 2 ,S. . '. I I R!t, .. -STAIR SURFACE AND ANY SOFFITS PROTEC FDONTITE NTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR(4)OR 5)OTHER APPROVED METHODS OR MATERIALS. R905 2 ASPHALT SHINGLE )SED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER HANDRAILS SHALLBE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CO EXCEPTION.PARGING 01:UNIT MASONRY WALLS IS NOF REQUIRE11-WHEREA MA-1 ERIAL IS APPROVED FOR DIRECT APPLICATION TO THE THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH'THE PROVISIONS OF THIS SECTION )SED SIDE WITH F2-INCH GYPSUM BOARD MORE RISERS. MASONRY CONCRETE WALLS SHALL BE DAMPPROOFED BY APPL�JNG ANY ONFOF THELASTED DAMPPROOFING MATERIALS OR ANY ONE OF THE � . I . 11 -IE FXA IRIOR OF I]IF WALL .t::'-.:j;: � ::.; R311.7.8.1 HEIGHT. ' . . ONTAI 'ONCEALED NG THE TREAD NOSING,OR FINISH SURFACE OF RAMP ATERPR . N R406 2 TO TI VIBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL,BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZ ROOF SPACE. HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOIN1 W 00FING MATERIALS LISTED IN SECTIO r OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY AND TH SLOPE,SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES. R905.2,2 SLOPE. S HORIZONTAL(2 12)OR GREATER.FOR LOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS. R406.2 CONCRFTF AND MASONRY FOUNDATION WATERPROOFING ASPHALTSHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNIT ARALLEL ROWS OF STI )S OR STAGGERED IN AREAS W1 IFR EA I tIGH WA TER TABLE OR OTH FR SFVF RE SOL L-WA-1 ER CON DI I-IONS ART,KNOWN 1-0 EX IST,EXTER IOR FOUN DA-1-10N ' S OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES AND P -HIGHER ROOF SLOPES FROMTWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(2 12)UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4-12), ' ONCEALED SPACE R311.7.9 ILLUMINATION. WITH SECTION R303.7. WALLS 1*1 IAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SI IALL BF WATIERPROOFED FROM THE DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905 1.1. ;.AS FOLLOWS STAIRWAYS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE OF(A)THE TOP OF THE FOOTING OR IB i 6 INCHES(I 52 MM)BELOW-1 HF,TOP OF THE BASEMENTFLOOR,TO TI IT:FINISHE D GRADE,WALLS RTICALLY AT THE CEILING AND FLOOR LEVELS R303.7 INTERIOR STAIRWA Y ILLUMINATION. TERVALS NOT EXCEEDING 10 FEFT AND HORIZONTAL.SPACES SUCH AS OCCUR AT SOFFITS,DI )P CEILINGS AND INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS,THE LIGHT SHALL BE WATERPROOFED IN ACCORDANCE WITI I ONF OF THE'FOLLONVING R905.2.5 FASTENERS. LIM OR COPPER ROOFING NAILS,MINIMUM )RIZONTALLY AT IN LE(I I LUX)AS 1)TWO-PL Y HO. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMIN NTERCONNECTIONS BETWEEN CONCEALED VERTICAL SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN I FOOT-CAND T-MOPPED FELTS CEILINGS MEASURED AT THE CENTER OF TREADS AND LANDINGS.THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE 2)FIFTY-FIVE-POI IND ROLL ROOFING 12-GAGE'tO.105 INCH(3 MM)j SHANK WITH A MINIMUM 3/8-INCH-DIAMETER HEAD,COMPLYING WITH ASTM F 1667,OF A LENGTH TO 'ONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ENCLOSED SPACES UNDI �STAIRS SHALL LIGHT SOURCE WHERE THE STAIRWAY HAS SIX ORMORE RISERS. 3)SIX-MIL POLYVINYL CHLORIDE PENETRATE THROUGH THE ROOFING MATERIALS AND NOTLESS T1 IAN 34 INO I INTO THE ROOF SHEATHING WHERETHEROOF LY WITH SECTION R302.7 EL,WITH AN APPROVE�-MATERIAL TO R303.8 EXTERIORSTAIRIVA Y ILLUXIINA TION. AT THE TOP LANDING OF THE STAIRWAY. 4)SIX-MIL.POLYE FHYLFNE. SHEATHING IS LESS THAN 314 INCH THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. UCTS,CABLES AND WIRES AT CEILING AND FLOOR LEV EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED OPENINGS AROUND VENTS.PIPES,D RADE LEVEL SHALL BE PROVIDED WIT"AN 5)FORTY-MIL POLYMER-MODIFIED ASPHALT � MBUSTION THE MATERIAL FILLING THIS ANNULAR SPACE HALL NOT BE EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR G -MIL FLEXIBLE POLYMER CEMENT, CILAPTE'R 10CHININIO'SAND I-7REPLACES T THE FREE PASSAGE O'. FLAME AND PRODUCTS OF CO ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. 6)SIXTY IRED TO MEET THE ASTIM E 136 REQUIREMENTS 7)ONE-EIGHTH-INCH(3 MM)CEMENT-BASFD_FIBER-RE NFORCED,WAIIRPROOF COATING RiO01.10 HEARTH EXTENSION DIMENSIONS. ` HEARTH EXTENSIONS SHALL EXTEND NOT LESS THAN 16 INCHES IN FRONT OF AND NOTLESS THAN 8 INCHES BEYOND EACH SIDE OF THE tTHE FIREBLOCK ING Of-CHIMNEYS AND FIREPLACES,SEE SECTION R 1003.19. RATI( '4 8)SIXTY-MIL SOINENT-FREF LIQUID-APPLIED SYNTHE-11C RUBBER FIREPLACE OPENING.WHERE THE FIREPLACE OPENING IS 6 SQUARE FEET OR LARGER,THE HEARTH EXTENSION SHALL EXTEND NOT LESS EBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPA R311.8 RANTS ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SFALED WITH AN ADHESIVE COMPATIBLE wi rH TI IE ME MBRANE. 'THAN 20 INCHES IN FRONT OF AND NOT LESS THAN 12 INCHES BEYOND EACH SIDE OF THE FIREPLACE OPENING. R311.8.1 MAXIMUM SLOPE. ED BY SECTION R311 2 SHALL HAVE A SLOPE OF NOT MORE THAN I UNIT VERTICAL IN 12 UNITS 12 DRAFTsToPPING. RAMPS SERVING THE EGRESS DOOR REQUIR L HAVE A MAXIMUM SLOPE OF I UNIT VERTICAL IN 8 UNITS HORIZONTAL(I 2.5 R408.1 VENTILATION R1001 11 FIREPLACE CLEARANCE. / IMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE( A HORIZONTAL(8 3-PERCENT SLOPE).ALL OTHER RAMPS SHAL THE UNDER-FLOOR SPACE BETWEEN THE BO'F TOM OF'i HE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING(EXCEPT SPACE IM WOOD BEAMS,JOISTS,STUDS AND OTHER COMBUSTIBLE MATERIAL SHALL HAVE A CLEARANCE OF NOT LESS THAN')INCHES FROM THE R-CEILING ASSEMBLY,DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE PERCENT). OCCUPIED BY A BASEMENT)SHALL HAVE VENTILATION OPENINGS TIIROUGI I FOUNDATION WALLS OR EXTERIOR WALLS THE MINIMI E FRONT FACES AND SIDES OF MASONRY FIREPLACES AND NOT LESS THAN 4 INCHES FROM THE BACK FACES OF MASONRY FIREPLACES.THE 'T DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INI ) ION R 100 1.1 2 :FALED SPACE DOES NOT EXCEED 1,000 SQUARE FEE: EILING AEMBRANE NET AREA OF VENTILATION OPENINGS SHALL BE NOTL.FSS THAN i SQI!ART.FOOT FOR EACH 150 SQUARE FEE FOF UNDER-FLOOR SPAC AIRSPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIREBLOCKING IN ACCORDANCE WITH SECI �OXMATFLY EQUAL AREAS.W14ERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A C SEC77ON R312 GUARDSAND WINI)OW FALL PROTEXTION SS THE GROUND SURFACEIS COVERED BY A CLASS I VAPOR RETARDER MATERIAL WHERE A CLASS I VAPOR RETARDER . )W.T)RAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCI S. AREA,UNLF A-BF_`N(_TT LESS THAN I SQUARE FOOT FOR EACH 1,500 R312.1 GUARDS. MATERIAL IS USED,THE MINIMUM NET AREA OF VEN TILATION OPENINGS SHAI �ILINGIS SUSPENDED UNDER THE FLOOR FRAMING GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4 SQUARE FEET OF UNDFR.FLOOR SPACE AREA.ONE SUCH VFN_FIL.ATIN6 OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE R1003 9 TERMINATION, C14IMNEYS SHALL EXTEND NOT LESS THAN 2 FEET HIGHER TITAN ANY PORTION OF A BUILDING WITHIN 10 FEET,BUT SHALL,BE NOT LESS .00R FRNMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. 11312.1.1 WHERE REQUIRED. ING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED BUILDING THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES,INCLUD MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY'TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM) J7oNR30L1j(;jjj,I.-i-,.,%-77L,1770.'VAAri)Hi,--.471A'(; HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. R408 4 ACCESS FS ACCF,,',S OPENINGS-rifROUGH THE FLOOR SHALL BE A MINIMUM OF 18 R 1003 9 1 CHIMNEY CAPS. I I HABITAkE ROOMS ACCESS SHALL BE PROVIDEDTO ALL UNDFR-FLOOR SPAC GET A PERIMETER WALL SHALL BE NOI LESS THAN 16 INCHES BY 24 INCHES MASONRY CHIMNEYS SHALL HAVE A CONCRETE,METAL OR S'FONE CAP,A DRIP EDGE AND A CAULKED BOND BREAK AROUND ANY FLUE 1ITABLE RO(MS SHALL I[AVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA( SUCHROOMS. R312.1.2 HEIGHT. S,INCLUDING STAIRS,PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS INCHES BY 24 INCHES(457 MIM BY 610 MM) OPENINGS THROU T LESS THAN 16 INCHES LINERS IN ACCORDANCE WITH ASTM C 1283.THE CONCRETE,METAL OR STONE CAP SHALL BE SLOPED TO SHED WATER. -ION SHALL BE THROUGH WINDOWS,SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVED OPENING TOTHE REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACE - - 'URAL VENTIIAI THAN 36 INCHES IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE (407 MM BY 610 MM).WHERE ANY PORTION OF I HE L'I IROL)GH-WALL ACCESS IS BELOW GRADE,AN AREAWAY NO ISE BE READILY CONTRC, LABLE BY THE BY 24 INCHES(407 MM BY 6 1 0 MM)SHALL BE PROVIDED 11 IE BO I TONI(IF FHEAREAWAY SHALL BE BELOWTI IE THRESHOLD OF THE ' 'DOOR AIR SUQE1 OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERW OOR,' ZEA BEING LEADING EDGES OFTHE TREADS. ACCESS OPENING.THROUGH WALL,ACCESS OPENINGS SLIA11 NOT BF,LOCATED UNDER A DOOR TO THE RESIDENCE.SEE SECTION R1003 18 CHIMNEY CLEARANCES. [,DING OCCUPA�TS THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE FL M 1305 1.4 FOR ACCESS REQUIREMENTS WHEREMIFCHANICAL EQ1 1111MIN LIS LOCA rED UNDER FLOORS. ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING rrILATED. SHALL HAVE A MINIMUM AIRSPACE CLEARANCE TO COMBUSTIBLES OF 2 INCHES.CHIMNEYS LOCATED ENTIRELY OUTSIDE THEEXTERIOR 'EPTIONS SEC77ON R311L,MOKEALARMS WALLS OF THE BUILDING,INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE,SHALL HAVE A MINIMUM AIRSPACE I E GLAZED AREAS NEED NOTRE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R3 I 0 AND A WHOL� -HOUSE R314.1 GENERAL. R408.7 FLOOD RESISTANCE. CLEARANCE OF I INCH.THE AIRSPACE SHALL NOT BE FILLED,EXCEPTTO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH SECTION ' ORDANCE WITH SECTION M 1507, SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. FOR BUILDINGS LOCATED IN FLOOD HAZARD AR FAS AS ES FABLASI]FT)IN TABLE R301�2(1): .HANICAL VENTILATION SYSTEM IS INSTALLED IN ACC IND ARTIFICIAL LIGHT I� !,IROVIDED THAT UNDER-FLOOR SPACE SHALL BE PROVIDFDWITH FLOOD OPENINGS IN ACCORDANCE W1 TH SECTION R322 2.2 R 1003.19. AE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION I IS SATISFIED A R314.1.1 LISTINGS. IMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE 1)WALLS ENCLOSING THE F 6 FOOTCANDLES(65 LUX)OVER THE AREA OF THE ROOM/%, AHEIGHTOF30 SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217.CO 2)THE FINISI[ED GROUND LEVEL OF THE UNDER-FLOOR SPACE SHALLBE EQUAL'I 0 OR I IIGHFR-1-11AN I]117 OUTSIDE FINISI IFD GROUND APABLE Or PRODUCING AN AVERAGE ILLUMINATION 0 LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. LEVEL ON AT LEASTONE SIDE (PLAPITR 13 GFNERALMECHANICA1.SY,V1:'A4 REOUIREAILN7S HES ABOVE THE FLOOR LEVEL ND PATIO COVERS�AS DEFINED IN SECTION R202,SHALL BE PERMITTED FOR NATURAL VENTILAI )NIFINEXCESS 111314 2 WHERE REQUIRED. EXCEPTION tJNL)ER.Fl,(X)RSPACFSTliA-FMI--F'1''1[iERI'.QtJ[R[-,ML,-4i-SOFFEMA-TBII-I. M 1305.1�I FURNACES AND AIR HANDLERS SE OF SUNROOM A SECT SCREENING. SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION. I FURNACES AND AIR HANDLERS WITHIN COMPARTMENTS OR ALCOVES SHALL HAVE A MINIMUM WORKING SPACE CLEARANCE OF 3 10 PERCENT OFTHE EXTERIOR SUNROOM WALLS ARE OPEN,OR ARE ENCLOSED ONLY BY IN INCHES(76 MM)ALONG THE SIDES,BACK AND TOP WITH A TOTAL WIDTH OF THE ENCLOSING-SPACE BEING NOT LESS THAN 12 INCHES(305 R314.3 LOCATION. MM)WIDER THAN THE FURNACE OR AIR HANDLER.FURNACES HAVING A FIREBOX OPEN TO THE ATMOSPHERE SHALL HAVE NOT LESS SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: cHAPIER 51-7,00PS THAN A 6-INCH(I 52 MM)WORKING SPACE ALONG THE FRONT COMBUSTION CHAMBER SIDE.COMBUSTION AIR OPENINGS AT THE REAR OR 3 3 BATHROOMS. SIDE OF THE COMPARTMENT SHALL COMPLY WITH I-HE REQUIREMENTS OF CHAPTER 17. -HROOMI%,WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE 6 \ZINGAREAIN ])IN EA cHSI.E1-,'PING ROOM. 1, I 7'1,'Vi('INITYOFTHI,'Bi-,'DRo()M.*;- R501.2 REQUIREMENTS. .,:. '. ; f . , OPENABLE -EA(-HSEPARA1 TE-SLErPING AREA IN THE'l IMENA ODAI ING ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF :o:;.,...;, .::!;..f��;;I.;; ,;!,; .,-!�t ;�1: . :tf'!.�,%:,�,-.'-,,',i..,...,�.*,;.- ; ";,:": :'��',.;;."!�:"I"!,!!.! - _t.e��:'' 2)0(17VDh t.�.;,;%;��.I`, ... , - '�. ,It Jd:.V-',�s � �:.: " . t:;,t.`.f 1 1 1;" i'� ;�, . jDOWS OF NOT LESS THAN 3 SQUARE FEET,ONE-HALF OF WH ICEI MUST BE FLOOR CONsTRUCTION SHALL.BECAPABLE OF ACCOMM . ..". - :, : :' ' . :1 : 1 I . It, . : _� -.1.. i f.. . , '' : t. !. : . .f. - - I I : _, � :'', I. P ! 11" DED .., . : : ... . I 11 I :;. %",,, t ; . t 1. ..: ... : t STEM ,RE PROVI 3)ON EACH AII)DITIONAL STORY OF THE_DWELLING,INCLUDING BA,�;I,.'AIENTS'AND HABITABLE A 777C.S AND NOT INCLUDING , : . ;�: �;;: :�, jj:"":: .N.: �;�:";;:.�,!,.'-..'� : , �.1. WHERE ARTIFICIAL LIGHT AND A LOCAL EXHAUST sy RESULTING LOADS TO THE SUPPORT ING STRUC-1 URAL ELEMENTS. 1.,-! t:;, ::�;%1,�'.�:<� 1 f",:,�P,�;(,j,i":1",� %,"f :,�,_e%�, t,,1,(,;,R'�.1-.\(,; ',.A,f'!- . .11 , , I . ... . m1-1N:.:,1!%�`::; �:��..:�,:�,;",! I '.j;t�1: TPTION THE GLAZED AREAS SHALL NOT BE REQUIRED AIR F ,)M THE SPACE OR TRANSMITTING THE I-" I . .. I .. NCE WITH SECTION M I 507.EXHAUST SPACh,',�ANI)(ININHABITABLEA771(,'S.INDWP'I,LIN(;SORI,)Wl,,'I.I,IN(;UNI7',S�WlTH,�PIJ7'LEIII,,LS,4NL)WITHOFII�ANINTFR�'L'NIN(;I)O 1'�:�,;:;I!..:!,o'�:, `MINIMUM LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDA CRA WL It. N �; fIN7ALI,,'DON7'Hl,,'tlf'Pl-,'RLEVI-,"L,SHALLStIl-�l,-I('F],-OR THE ADJACTNTLOWER LEIT Bldg Dept COPY frorn Zb - &L BE EXHAUSTED DIRECTLY TO THE OUTDOORS RE7'Wb,'h.*NTHFADJA('[,,'N7'1,1,,'V,L,'I .A.AlOKFALARX s 1. R502 1.1 SAWN LUMBER PROVIDED 711AT THELOWER LEVEL ISLER�THAN ONE FULL STORYBE'LOWTHE 1111PER LEVhT. RK OF AN ACCRFDITFD LUMBER GRADING OR INSPECTION AGENCY AND HAVE M 1 305 1.2 APPLIANCES IN ROOMS. Final reviewed d :urnents ,.D NOTLESS THAN 3 FEET(914 AIM)HORIZONTALLY FROM I.HE 1X)OR OR OPENING OF SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MA , PS 20 IN LIEU OF A GRADE MARK,A CERTIFICATE OF APPLIANCES INSTALLED IN A COMPARTMENT,ALCOVE,BASEMENT OR SIMILAR SPACE SHALL BE ACCESSED BY AN OPENING OR DOOR ZBA File# I fT 4)SWOKF AIARMSSHALL BE INSTALLr . DESIGN VALUES CERTIFIF.D BY AN ACCREDITATION BODYTHAI CONIPLIFS WFI 11 DOC - , 131, p c �3 7 INTERIOR STAIRWAYILLUMINATION ATE THE LANDINGS AND'I EADS.THELIGHT 01,-A,�;MOKh'Al.ARA4RP�'Q(IIRk,'Dl3y.�;1-,('T]O,V INSPECTION ISSUED BY A LUMBER GRADING OR INSPFCTION AGFNCY MEETING THE REQUIREMENTS OFTUis SFCTION SHALL BE AND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LESS THAN 24 INCHES(610 MM)WIDE AND LARGE ENOUGH TO ALLOW REMOVAL Date: �/)() )_ ) I ERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMIN LEVELS OF NOT LESS THAN I FOOT-CANDLI 1 1 LUX)AS A HA THROOM THA TCONTA INS A HA THTUB OR.5Howj,.R IINI,h,�,SS 7-HIS WOULD PREVENTPLA CEMENT I JRCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO HE R314.3. ACCEPTED. OF THE LARGEST APPLIANCE IN THE SPACE,PROVIDEDTHERE IS A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES(762 MM)DEEP ASURED AT THECENTER OF TREADS AND LANDINGS.THFRE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO( INTROL T R314.4 INTERCONNECTION. AND THE HEIGHT OF THE APPLIANCE,BUT NOT LESS THAN 30 INCHES(762 MM),AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE WITH FIT SOURC17 WHERE THE STAIRWAY"AS SIX OR MORE RISERS WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED 1-0 BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH 'THE DOOR OPEN. -EPTION A SWITCH IS NOT REQUIRED WHERE REMOTE,CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVID D SECTION R314.3,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE A,LARM WILL R502 1.1.1 PRESERVATIVE-TRFATEDLUMBER, - CUPIED DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE MTH SECTION 1 ;401.2 1. ACTIVATE ALL OF THE ALARMS IN T14E INDIVIDUAL DWELLING UNIT.PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PRESERVATIVETREATED DIMENSION LUMBER SHALL ALSO BF1D1,N*mIED AS REQUIRED BY SECTION R317.2 _'EPTION.OWNER-OC S SOUND UPON ACTIVATION OF ONE ALARM. :..��.� m ,";Z�;; :,:.;1,t.�:-..,".,� ; M 1 30 5.1.3 A PP L I ANC ES IN ATTICS. NE, 1P.E.LLC . ;. . � ."';.: ":.1%, ED PASSAGEWAY LARGE .. t . .��:,.,t f,: :;:): : MICHAEL ANGELO REQUIRED WHERE L ISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARM :;::.t.';. :: :� �': !.::;f :1 " " "t,�f : . ,.,:: :,:! t,':�, . , �, . ..;�., I.; : ,- . : , :�;!:e:,:.?7 � :� ; ..,:,. �':�: '. :R. . 1;. , .- . I ! I ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCT - , . . . I I . � I . : . I I, . . ,;1��1:�:"-.�.`� ; t ,�:.:; 1- . . . : � .. . 1. . � - : I , ., - .�: - ., .- -III,,'RE C -D WHE,R I 1,:;-f;:::.,o- ";: ::,..:,:; .1 5;: '. ',�,�':i 1": : :"', � V%o o%:, :,,* IF AND 22 INCHES WIDE AND NOT MORE � E ALARMS IN L'XISTING A REA S SHALL N07 )(11RE EALTERA 77ONS OR REPAIM;DO N07 :.,1.1 . . ::,f% :%f ij; t . . 1. 11 I EMOVAL OF THE LARGEST APPLIANCE,BUT NOT LESS THAN 30 INCHES HIG ,-:;,�,.,: :; 1 ..,;.f%..f t%')f;,:::: ;1 't .t:� :: ::. .: 1, . . ;: . , I .1 . � f.'' - , '. '' - ENOUGH TO ALLOW R 4 POND PLACE E,1(('I-,'P?7ON.-INTERCONNECTION OF L MOK -EOR I : -- ;, I , . " :"! , I . . :,�;;;::,.�: , Y FROM THE OPENING TO THE APPLIANCE.THE 0.8 EXTERIOR STAIRWAY ILLUMINATION. , F,'N THERE ISANATTIC,('RAWL SPA( , , . . I . .�;�� ,,,::�..:� "'. I T THE TOP LANDING OF TI ,:STAIRWAY. RESULT IN REMOVAL OFINTERIOR WALL OR CEIIJNG FINISHES EXPOSING THESTWICTURE,UNL ,.::f,k";"; ;��1�1 f..., :.- :. : ;".:,: 1�1: �.�,��: ,;:-t 1;%��: ,-, : !�!�' :.:..' : : : ::;, : ;, ; .:; .,::n,: .:,;,:...�;;,!,'.��;:-'; .; - ,.;: �, , , . , .I . . ; . 1: THAN 20 FEET LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWA _. . 1 : .- . - - . " - . I . - . I . . . I % '.1 :.:�. t,: :,t :.: ;�.; j*'jt': OYSTER BAY, N.Y. I 1 771 , .. . : ,I:��,�;:N;;_ ... 1. ...., . . - .." I ._ ,DANCE WITH C14APTER 5 NOT LESS THAN 24 INCHES WIDE.A LEVEL FERIOR STAIRWAYS SHALL BE PROVIDED WITH Aq ARTIFICIAL LIGHT SOURCE LOCATED A .,: , ALL HAVE CONTINUOUS SOLID FLOORING IN ACCOP SHELLS ONLY INC. FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED V TH AN BASI,,'XfFN7'A VAIIA BLE THA TCOULD PRO VIDE A(TTSS FOR INTE RCONNECTION WITHOUT THE REMOVAL OFINIT RIOR FINISHES. ; r ::;�;:,�';,: !;�� t::,t,: � f 1 .1":�.:,; ; .,; :,:;t'.. t;jt: -, 1 1: I . . . . ,; ,�t I_�,. ! ' '.. . . ". .. I . I . -.11 . 1- .1 . I . :. PASSAGEWAY SET -SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE FERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT . ;t TEL 516-922-2024 ;1: f*":,: !.:;�:t.'.� :��;.'..!;�.'o, ;;;f.' :�.:s SERVICE SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE .R. .. .. . . . . � � f ; � TIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. R314 5 COMBINATION ALARMS OXIDE ALARMS SHALL BE PERMI'f7FD TO BE USED IN LIEU OF SMOKE ALARMS. I . I I ACCESS IS REQUIRED,THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE NOT LESS THAN OF 20 INCHES BY 30 INCHES,AND LARGE CEPTION OWNER-OCCUPIED DWELLINGS NOT SUPILIED WITH ELEC`TRICAL POWER IN ACCORDANCE WITH SECTION 1 ',4012.1 COMBINATION SMOKE AND CARBON MON R502 1.2 PREFABRICATED WOOD I-JOISTS FFABRICATE'D WOOD I-JOISTS SHALI.13F ESTABLISHED AND MONITORED IN ENOUGI I TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, HOME IMPROVEMENTS TION R305(TILING HFIGHT SECTION R315 CARBON MONOXIDE ALARMS BY THIS SUPPLEMENT . STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PR Sh'(WONM1532 C1.OT[1h'SI)RYkR ATHAUW 355 SUNRISE HWY __ CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 91 5 OF THE 2015 IFC AS AMENDED ACCORDANC0 WITH AsTM D 5055 �; I WEST BABYLON, N.Y. 1 1 704 )5.1 MINIMUM HEIGHT' '191 S CO G THESE SPACES SHALL HAVE A CEILING HF ;ITT OF NOT LESS M1502.1 GENERAL, RucTIONS. 1 /24X NTAININ 9 IS.t GENERAL CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH THE MANUFACTURERS INST 'yj 0 PL, PHONE (631 ) 422-91 -30 FAX (422-9313) BITABLE SPACE.HALLWAYS AND PORTIONS OF BkSEML AVE A CEILING HEIGHT OF NOT LESS THAN, FEET 8 INCHES CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN NEW BUILDINGS IN ACCORDANCE WITH SECTIONS9 15.1 I R502 1.3 STRUCTURAL GLUED LAMINATED TIMBERS. A" AN 7 FEET.BA FFIROOMS.TOILET ROOMS AND LAUNDRY ROOMS SHALL H ALLED IN EXISTING BUILDINGS IN ACCORDANCE WITH SECTION 1103 9 GLUED LAMINATED TIMBERS SHALL BE MANUFACTI)RED AND IDENTIFIFT)AS REQUIRED IN ANSI,ArrC A1901 AND ASTM D 3737. �� . %_�, I , , THROUGH 915 6.CARBON MONOXIDE DETECTION SHALL BE INST , � 915 LI W1[ERE REQUIRED M 1 502 2 INDEPENDENT EXHAUST SYSTEMS. I A 11�, , � 0 1 �77ONRN)x GI-47ING CUPANCIES AND IN CLASSROOMS IN GROUP F OCCUPANCIES DRYER EXI JAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTT IER SYSTEMS AND SI TALL CONVEY THE MOISTURE TOTI FE OUTDOORS. I PROVIDED IN GROUP 1-1,1-2,14 AND R OC R502.3 ALLOWABLE JOIST SPANS r t":;1 !.()r;;;1�t);�.�!f�� I 1 1,2 THROUGH 915.1.6 EXIST. ND R501 3 1�2) FOR OTHER GRADES AND SPECIES AND FOR ! ..,�;::,::!.,: :�;;%1:.:!.-f�:,,;::".,.:.�'ro: "."� 1, r j':;,.�;�,V;,::,i .,t,tf:"�"f�j.";"� � 1. I 11 - . - . : _. .,,��,:,:!� r !: ,18 4 HAZARDOUS LOCATIONS. CARBON MONOXIDE DETECTION SHALL BE SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITHTABLES R502 3 III)A - . ,".. .I - . .. I I , - %. . . .. % .. , ''! .11. , .. OWNER E LOCATIONS SPECIFIED IN SECTIONS R309 4 1 TI IROUGH R308 4 7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOU LOCATIONS FOR IN THE LOCATIONS SPECIFIED IN SECTION 915.2 WHERE ANY OF THE CONDITIONS IN SECTIONS 9 5 E PURPOSES OF GLAZIW� 915 1 2 FUEL-BURNING APPLIANCES AND FUEL-BURNING FIREPLACES ING UNITS AND CLASSROOMS OTHER LOADING CONDITIONS,REFER TOI-HE AWC S-JR I HAHMIRU CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN DWELLING UNITS,SLEEP M 1502.3 DUCT TERMINATION E IN ACCORDANCE � THAT CONTAIN A FIJEL-BURNING APPLIANCE OR A FUEL-BURNING FIREPLACE R502.5 ALLOWABLE GIRDER AND HEADER SPANS ,NOT EXCEEDTHE VALUES SET FORTH IN EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING.EXHAUST DUCT TERMINATIONS SHALL B - 9 A.4 3 GLAZING IN WINDOWS HEADERS FABRICA-1 ED Of:DIMFNSION LUMBER SHALT WITH THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS IF THE MANUFACTURERS INSTRUCTIONS DO NOT SPECIFY A AZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THATMEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE( ONSIDERED TO BE 915.1.3 FORCED-AIR FURNACES PING UNITS AND CLASSROOMS THE ALLOWABLE SPANS OF GIRDERS AND TERMINATION LOCATION,THE EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET(914 MM)IN ANY DIRECTION FROM OPENINGS I'mw C E 4AZARDOUS LOCATION CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN DWELLING UNITS,SLEE TABLES R602 7(l),R602 7(2)AND R602 7(3) INTO BUILDINGS.EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFI'DAMPER.SCREENS SHALL NOT BE INSTALLED -_ RESIDERL "HE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET SERVED BY A FUEL-BURNING,FORCED-AIR FURNACE. ITS AND CLASSROOMS - � AT THE DUCT TERMINATION. THE BOTTOM EDGE OFTHE GLAZING IS LESS TITAN 18 INCHES ABOVE THE FLOOR, 915 1 4 FUEL-BURNING APPLIANCES OUTSIDE OF DWELLING UNITS,SLEEPING UN PING UNITS AND CLASSROOMS R507.2 DECK LEDGER CONNECTION TO BAND JOIST. DETAIL SHEET CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN DWELLING UNITS,SLEE DECK LEDGER CONNECTIONS TO BAND JOISTS SHALL BE IN ACCOR DA NCE WITH 111 ITS SECTION,TABLES R507 2 AND R507 2 1,AND FIGURES rHE TOP EDGE OF TI IF GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR,AND LINE, LOCATED IN BUILDINGS THAT CONTAIN FUEL-BURNING APPLIANCES OR FUEL-BURNING FIREPLACES. R507 2.1(1)AND R507.2](2) FOR OTHER GRADES,SPECIES,CONNEC I WN DETAILS AND LOADING CONDITIONS,DECK LEDGER CONNECTIONS 1250 VANSTON ROAD :)NE OR MORE WALKING SURFACES ARE WITHIN 316 INCHES,MFASURED HORIZONTALLY AND IN A STRAIGHT I THE GLAZING DD A 0 CUTCHOGUE, N .Y 1 I 935 DO NOT PROCEED WITH v v v v t r l Y v l v 1 1 FRAMING UNTIL SURVEY USE IS UNLAWFUL OF FOUNDATION LOCATION HAS BEEN APPROVED. WITHOUT CERTIFICATE OF OCCUPANCY ® APP 0VE AS NO ED RETAIN STORM WATER RUNOFF DATE: B.P.# (} PURSUANT TO CHAPTER 236 FEE: OF THE TOWN CODE. � BY: NOTIFY BUILDING DEPART M .NT AT /17�h Al2h A/Mb /ink 765-1802 8 AM TO 4 PM F I THE FOLLOWING INSPECTIONS: B101ver door (a ,. 1. FOUNDATION - TWO REQ !RED and ductwork FOR POURED CONCRETE 2. ROUGH - FRAMING & PL ;RING testing required. 3. INSULATION 4. FINAL - CONSTRUCTION JST BE COMPLETE FOR C.O. Must Provide Manuals ALL CONSTRUCTION SHALL AEET THE ROAD REQUIREMENTS OF THE COD S OF NEW D, J and S as per 1250 V A N S T O N R ❑ D YORK STATE. NOT RESPON ISLE FOR NYS ]Energy Code DESIGN OR CONS 1•RUCTIO ERRORS. C U T C H O G U E N . Y 1 1 935 F COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE TRUSS i LACARDING REQUIRE! I AS REQUIRED AND CONDITIONS = SOUTHOLD TO'Yti'N ZBA U i 'vLU IUAV ilt 'STEES r �r N 3V 26' 4Cr W WOOD WA1 � —��.�,b�'��I -- ELECTI%1CAIL INSPECTION REQUIRED n m CIA All exterior lighting _ o N - Installed,replaced or ` ITEM AS PROPOSED /o ttw w11tEs 0) LOT SIZE: 28406 SF. �lOF� ED� 2z 3r.� PRrepaired shall conform t 2STORY / o to Chapter 172 EX.FIRST FL, 1395 SF. TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION iADDITION N � � x. of the Town Code 59' ROOF CONSTRUCTION { , 9 00 is EX.SECOND FL. 1158 SF. 8.2% TO BE:ASPHALT SHINGLES Q urr $4.6` 4 fig t �= 2349 SF. OVER 15#BLDG.PAPER r C, EX.SHED 104 SF. 28406 SF. General A continuous air barrier shall be installed in the building envelope.The Air-permeable insulation shall not be used as a r„ y OVER 1/2"PLYWD.SHEATHING 1 ; T requirements exterior thermal envelope contains a continuous air barrier.Breaks or joints sealing material. 1 , OZ 2.1 'r~_ t f EX.DECK 579 SF. in the air barrier shall be sealed. OVER 2"X 8"R.R.@ 16"O.C. Q 1 '.r' i rn o •',r:0 Q WITH ICE SHIELD MIN.24" •�y 1 , to m I I.. t � 75.33' n I r FRONT PORCH 271 SF. FROM INTERIOR t ; N Ceiling/atticWALL EDGE AS PER x1 1 , PROPOSED -; 1 }rl The air barrier in any dropped ceiling/soffit shall be aligned with the insulation The insulation in any dropped ceiling/so fit shall rm 1 , FRONT in ry ( ;� FIRST FLOOR ADDITION. 466 SF. O �2 ICE B 1 905. . BARRIERS m and any gaps in the air barrier shall be sealed. be aligned with the air barrier. IRC- I , R M PORCH �� 26.6 1, Access openings,drop down stairs or knee wall doors to S i C911M _rw�_- SECOND FLOOR ADDITION. 442 SF. unconditioned attic spaces shall be sealed. I 0 1 ; ` g> t{ p y�� , -• 1/2"RIGID INSULATIONj _,,. ___. _ CURB V A V E 4I E N T ��.11l��tlS O AT FRONT FACE OF CEILING JOIST a I to I t IP/!I'ij'1C,VIAZ73 E -" PLUMBER CERTIFICATION Walls Cavities within cornets and headers of frame AND 12"ALONG RAFTERS p"'� t l 9 1 T U 1 M 4 U 5 -_. .- -- �„. ._� --- - ----w '^� `" - �`*x �f ` �I-�'RL� -s= ! Tht; unction of the foundation and sill late shall be sealed. �✓ rti , -- &WAT ER LINES NEED t ON LEAD CONTENT BEFORE J P walls shall be insulated by completely filling WITH BAFFLE TO ALLOW 1 D ~'^"- """. -._ ~� ` } Ir` Y i The junction of the top plate and the top of exterior 1 t . ; �_t TII�a•13,F"� G�'�-. � G CERTIFICATE OF OCCUPANCY wa'.ls shall be sealed, the cavi with a material having a therma: cavity g FOR I"AIR PASSAGE. ! ,. , Knee walls shall be sealed. resistance of R-3 per inch minimum. �� P n N Exterior thermal envelope insulation for frayed 1 0 ` SOLDER USED IN WATER walls shall be installed in substantial contact and t+ 1 `' SUPIPL Y SYSTEM CANNOT continuous alignment with the air batTi,r. TOTAL HEIGHT m It %; "-r 3,V 2 B' $Q" E X77,'7�' (2$Cs'} o OF R-49 INSUL. 3 ; �� EXCEED 2/10 OF 1/o LEAD. The space between window/door ambs and framing, ! Windows,skylights P J ga and 4" and Doors skylights and framing shall be sealed. �,+� 2x10C.J@16"O.0 CAULKAND ALUM.GUTTERS AND LEADERS ,ft M;ICHAELANGELONE, P.E.LLC � E�� G+ Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. R-30 INSULATION AIR SEAL ; ./moo N 4 PON® PLACE R.,- t7 12"OVER HANG PLOT P ■e ALL SEAMS WITH VINYL It r II I ° OYSTER BAY, N.Y. 1 1771 Floors(including The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be ins*-01,d SOFFIT VENT 'i SCALE: 1 = 4 O TEL-516-922-2024 above garage and insulation. to maintain permanent contact with the ---_` t� cantilevered floors) erside of subfloor decking,or floor framing cavity. insulation shall be permitted to be in contae` LOW EXPANDING FOAM pp - with AROUND ALL WINDOWS + ` the top side of'sheathing,or continuous AND DOORS o-4 0 insulation 1/2"SHEET ROCK ON installed on the underside of floor fir ,td WALLS AND CEILING p fe y. g 1'' WALL CONSTRUCTION `, extends from the bottom to the top of all TO BE VINYL SIDING % perimeter floor framing members. 3/4"PLYWOOD OVER 1/2"TUFF-R ' SUB FLOOR INSULATION-R-3.3 TAPE ALL SEAMS Crawl space walls Expased earth in unvented crawl spaces shall be covered Where provided instead of floor insulation, OVER HOUSE WRAP - pq with a Class I vapor retarder with overlapping joints taped. insulation shall be permanently attached to the OVER 1/2"PLYWD. P PP gj P � E�� ROA0 crawlspace walls. R-30 INSULATION OVER 2"X 4"STUDS @16"O.C. REScheck Software Ve•'9ion 4.6.5 @ PERIMETER WITH R-!S INSULATION ■ Shafts,penetrations CAULK AND AIR SEAL ALL SEAMS Compliance t e rt i f i c a to P Duct shafts,utility penetrations,and flue shafts opening to AROUND WALLS AND WINDOWS exterior or unconditioned space shall be sealed, CAULK AND 4"VTR AIR SEAL ROOF Project HAHN Narrow cavities Batts in narrow cavities shall be cut to fit,cr ALL SEAMS NEW - narrow cavities shall be filled by insulation chat _2" BATH Energy Code. 2015 IECC on installation readily conforms to the 3/4"PLYWOODLocation: Cutchogue,New York - Construction Type: Single-family PROJECT: available SUB FLOOR Project Type: Addition cavity space. P.T.SILL PLATE 2"I 1.5" 1.5" 1.5" Climate Zone. one 4 (5572 HOD) Permit Date: SILL SEAL AND SiNK SINK I Permit Number: Garage separation Air sealing shall be provided between the garage and R-30 INSULATION TERMITE SHIELD Construction Site: Owner/Agent: Designer/Contractor: HAHN RESIDENCE Conditioned spaces. SH ER 1250 VANSTON ROAD HAHN SHELLONLLLONLY WC SECOND FLOOR CUTCHOGUE,NY 11935 1250 VANsrc NOAD 355 SUNRISE HWY CUTCHOGUE 1k11935 WEST BABYLON,NY 11704 Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building631 422 9190 1250 V A N S T O N ROAD envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. CAULK AND 3 2 2 2 I C.U. C U T C H O G U Y 1 1 935 AIR SEAL —Iw E, N . ALLSEAMS 4" Con+ulia 5.4%letter Than Code fdv.n•im U4 14 cur A 140 0.40 of SHeC. 0.11 Plumbing The%Better wone men code Index renecu hod,cf—to Tomo+ance r,hce s based oe[ode trade o".wes Batt insulation shall be cut neatly to fit amend Drea it 00.5 NOT d,an es"mate ar energy"ae cr cnsi re at— •,vine and wiring wiring and plumbing in exterior walls,or NEW insulation that on installation readilyconfoms to BATH PROPOSED �veoess available space shall extend behind piping ind AIR SEAL DETAIL wiring. 2ND STORY•: 2^( 1.5" 1.5„ - ► rt Ceiling 1:Flat Ceding or Scissor Truss 705 30.0 00 0,035 25 ADDITIONShower/tub on The air barrier installed at exterior walls adjacent to showers Exterior walls adjacent to showers and tubs SiNK I 2ND FL WALL:Wood Frame,16"o c. 696 15.0 3 3 0.059 38 exterior wall and tubs shall separate them from the showers and tubs. shall be insulated. Window 1:Wood Frame:ooubie Pane with Low-E 52 0.270 14 SHGC:0.31 & FRONT' PORCH SH( ER 1ST FL WALL:Wood Frame,16"o.c. 672 15,0 3.3 0.059 37 Electrical/phone The air barrier shall be installed behind electrical or WC FIRST FLOOR Window 2:Vinyl/Fiberglass Frame.Double Pane with Lov— 41 box on exterior Communication boxes or air-sealed boxes shall be installed. SHGC:0.31 0.270 11 walls 3„ 2" 2" Floor 1.All-Wood jo+strTruss.Over Unconditioned Space 443 100 00 0.033 15 C.O. Compliance Statement: The proposed building design here is consistent with the budding plans,specifications,and other 4" calculations submitted with the permit application.The pi J, building has been designed to meet the 2015 IECC requirements in HVAC register HVAC register boots that penetrate building thermal envelope 4" REScheck Version 4 6.5 and to comply with the mandatirdtuirernents listed in the REScheck Inspection Checklist. boots shall be sealed to the subfloor or drywall. Name-Title s.ynature Dale Concealed When required to be sealed,concealed fire sprinklers shall only sprinklers be sealed in a manner that is re;ommended by the C.O. SHELLS O N LY INC. manufacturer.Caulking or other adhesive sealants shall not be CONNECTED used to fill voids between fire sprinkler cover plates and walls or 4" TO APPROVED ceilings. E X. 4 B E D R O O M SANITARY HOME IMPROVEMENTS SYSTEM - HOUSE TO REMAIN 4 BEDROOM PLUMBING RISER DIAGRAM Project Title:HAHN---- -- - Report date-06/11/19 355 Sunrise Highway Data filename:P:\RONALD\2019 job\hahn\Energy C.aIT.k Page 1 of 9 West Babylon, New York 11704 NTS Phone (631) 422-9190 Fax(631)422-9313 REFER TO 2016 NYS StJPPLEMENT TYPE OF WORK: DRAWING LIST CODE REFERENCES COMPL'Y`31ITH: APPENDIX J, SECTION:: AJ202 FOR DEFINITIONS [ ] NEW BUILDING [ ] ALTERATIONS - LEVEL 2 [ ] REPAIR 1 of 5 - PROPERTY INFORMATION, PLOT PLAN, RES CHECK 2015 INTERNATIONAL RESIDENTIAL CODE 2nd Printing FEB 1 8 2020 DRAWN BY: R.G. DRAWING NO. [X] ADDITION [ J REPLACEMENT [X] DEMOLITION 2 of 5 - FOUNDATION, SECTION AND FLOOR PLAN 2017 NEW YORK STATE LJNIFOZM CODE SUPPLEMENT ;. 3 of 5 - ELEVATIONS 2015 AMERICAN WOOD COLINGL (2015 WFCM) DATE: 5/2/19 O [ ] ALTERATIONS - LEVEL 1 [ ] CHANGE OF OCCUPANCY [ ] REPLACEMENT DS-1 - DETAIL SHEET, CONNECTION DETAILS 2015 INTERNATIONAL ENERGY CONSERVATION CODE DS-2 - CODE REFERENCES, GENERAL NOTES 2016 NEW YORK STATE ENERGY CONSERVATION CODE SUPPLEMENT SCALE: AS SHOWN Asa EX. RAMP LEGEND m m I-- EXISTING WALL r — I NEW WALL - - ---� DEMO WALL EX. REAR DECK 'd ,•.. TRENCH FOUNDATION G FOUNDATION WALL WITH FOOTING 0 © POSTING(SEE PLAN) P.T. PRESSURE TREADED EX. F.V. FALSE VALLEY BATH o EX. T C.M./S.D. CARBON MONOXIDE/ ® EX. — O CL � SMOKE DETECTOR HARD WIRED KITCHEN EX.BEDROOM – EX. CONVERTED TO DEMO WALL SEATING FAMILY — ' - FAMI AREA DEMO DOOR S D SMOKE DETECTOR HARD WIRED -_- _ EX. F L F MECHANICAL EXHAUST FAN DINING EX. ROOM CL � EX. \ HALLWAY � DEMO DOOR m m DN DN EX. EX. CL CL DEMO WALL \ ° EX. j BEDROOM EX. EX. BATH HALLWAY MICHAEL ANGELONE, P.E.LLC EX. EX. EX. 4 POND PLACE -DEMO WALL CL. BEDROOM CL CL OYSTER BAY, N.Y. 1 1771 r— 4 TEL 516-922.2024 :ilv/ EX. LIVING EX. // ROOM CL EX. EX. U > CL CL DEMO WALL L—i i - - - - ---- -- -- � T - - - -- - - - - --EX. L H I Ill EX. FOYER / — .; BEDROOM I i / I 9 4 A I I DEMO WALL I / 14- TO ACCOMATE ---- I I ( IN, NEW WINDOW / DEMO FRONT ROOF DEMO CLOSET I i i I _ I I I / F STRUCURE DEMO WAIL i PROJECT: -- -- -- - ---- --- ----- -- - --- -- ---- -- - ---- ------ - --- /- = II --- -- -- ---\-�-�-I� DEI II FRONT HAHN RESIDENCE STEPS 1 2SO VANSTON ROAD CUTCHOGUE,N .Y 1 1935 FIRST FLOOR DEMO PLAN SECOND FLOOR DEMO PLAN PROPOSED SCALE: 1 /4"=l '-O" SCALE: 1 /4"=V-0" 2ND STORY ADDITION & FRONT PORCH SHELLS ONLY INC. HOME IMPROVEMENTS 355 Sunrise Highway West Babylon, New York 11704 Phone (631)422-9190 Fax(631)422-9313 DRAWN BY: R.G. DRAWING NO. DATE: 5/2/19 2/0 SCALE: AS SHOWN EX. RAMP I EX. RAMP I LEGEND m m EXISTING WALL EX. EX. REAR I REAR DECK NEW WALL DECK I DEMO WALL I TRENCH FOUNDATION Iq. (� EXIST T DOORS EXIST q EXIST FOUNDATION WALL — -- — J — a. WITH FOOTING LL 8'-6" I1'-0" — — x w I ( I KITCHEN ' D 0 POSTING(SEE PLAN) � Ex. KIT � H.w.H I _ I P.T. PRESSURE TREADED c d w U X "V I 46'-7" c 1 I x"°o °° W'o N x'°o "' I c F.V. FALSE VALLEY w " " wxo c I EX. I iV O N `-'I N CUl EX. FAMILY I C.M./S.D. DINING C.M./S.D. CARBON MONOXIDE ROOM ROOM OKE DETECTOR HARD WIRED 22'-71/2" DN � BOILER ( S D SMOKE DETECTOR HARD WIRED I2'-6" 5'-71/2" 2'-6" I F MECHANICAL EXHAUST FAN (3) 2 x 10 I (3) 2 x 10 I (3) 2 x 10 - - - - - - - - - - - - - - - $ -II- - - - - - - - - - � - - - - - - - - - - - J L_ I 9'-7" 8'-7" 41-0" I I � I EX. m m ' N HALLWAY �' Ex. ! � 0 EX. .Uo c O N I EX. OIL TANK 1 w , BATH _ EX. x�_ BASEMENT _ w " w " ^ - I NON HABITABLE N CLN `J `'@ STORAGE USE ONLY ( r EXIST 5'-2" EX. I ( 4'-1011 2'-51/2" 2'-41/ LIVING ( ., e, EX. 11 t ROOM (3) 2x 10 I (3) 2x to I $� (3) 2 x to I— �, W K cj EX EX E'{'sT n MICHAEL ANGELONE P.E.L c - - - - - - —9�— - - -i -i - - - - - I MJ M I _ CL CL �* L L— L— _1 _J ��,, 4 POND PLACE S'� 6 2 1/2 OYSTER BAY, N.Y. 1 1771 EX. 3-1/2" I �_ �� STL.COLUMN I (TYP) ! EX TEL 516-922-2024 7 —J FOYER I _ .,Uf/ \ o o I w 00E-- __ •- - _- a _ YC`o >C otFn ff r, a w I r' M MASTER w 1� x - � `•"�, ,t .. ` � N @� BEDROOM N v w Ex.(2)2 x 12 HDR ---_ - - -- - - - - - - - - - - - - - N Z N EXIST 19'-5„ . NEW 2"X 6"LBD. W/I/2"LAG BOLTS @ 16"O.C. s" NEW 2"X 6"LBD. W/1/2"LAG BOLTS 16' O.C. 3-0, L J I A POST(TYP) PARRALLAN ;> (3)I-3/4" 9-1/4_'Ml W/(2)1"x 9"STL PLATE FLUSH - - s - - "I� NEW. r NEW OPENING z N z iv @� opo TREX V p p0 I I I �Z K FRONT ' N Ua PORCH N @) o 9 N 2'-0° s'-r' 2'-0" s'-2" r-o" NEW o PROJECT: �3I I BATH _ I - NEW _ 2 2 x 10 DROP �' , 1,...:,.�. - 3 2 x 10 DROP I ( o q O 48" - (3) 2 x 10 DROP - - 3 2 x 10 DROP _ W.I.0 HAHN RESIDENCE :. IYEW 4"P.C. ( � 4'.9 1/2 3'-6"„ l2"SEAT = AIL HAND RAILS AND FCNEW 8"ROUND GLARDS AS O1NCRETE SLAB ER NEW 4 2Q"x 36"DT 414f EEP EP 6'-0" " ry< N POLUMNERMA CCAST IRCR-311.7.8 SECTION 24 x 4 &RP312.2 C U T CO V A N S T O N ROAD HOGUE, N .Y 1193S I I I P.C.FOOTING W 3 M a �; NNW z F. (3f'HIGH RAILING, I I NEW I ( — ,� BALUSTRADES i (2)2"x 10"F.J DT#2 A 16"O.0 „ THAN PROPOSED R30INSULATION 0 0 6'-0"668 THAN 4"SPACE) 21-2 N N BI? FOLD 27'_2" 2ND STORY NEW I BASEMENT + I ADDITION NON HABITABLE EXTENDED STORAGE USE ONLY I %.�. I MASTER & FRONT PO R C H BEDROOM A I I I I A A ANk A A A NEW(2)2"x 10"F.J @ 16"O.C. ` A I NEWI Ica) 3g i (2)2"x 10"FJD.F#2(0)16"O.0 K K K 3 ' I R30 INSULATION I M 3 N E I � N SHELLS ONLY INC. 4 (2)2x12HDR HOME IMPROVEMENTS — r NEW TW 3046-3 355 Sunrise Highway 20'_2" 20'-2" West Babylon, New York 11704 Phone (631) 422-9190 Fax(631)422-9313 PROPOSED FOU � DATION PLAN PROPOSED FIRST FLOOR PLAN SCALE: 1 /4"=1 '-0" SCALE: 1 /4"=1 '-0" DRAWN BY: R.G. DRAWING NO. DATE: 5/2/19 p O SCALE: AS SHOWN EXIST —EXIST EXIST 9'-2" EXIST N EXIST - ° EX. — r%, �o CL _ 2'-8" J -- .- EXIST EX.BEDROOM CONVERTED TO SEATING S.D. EX. AREA - C.M./S.D. EX' EXIST I _ v- — _ CL -�- O H O t'V —iVF1 Rti GG Nei rA�i cn 4 5'-3" 10'-5" z s.0. EX. 17 X DN BEDROOM EX. F M CL � 2668 `T CL - w x 16'-0 1/2" S.D.' v — EXIST (2)2 x 4 o POST —_ g r x EXIST EX.2 x 8 RIDGE BEAM— � ' X AUD1-3/4"x 11-7/8"M.L TO EX RIDGE - EX.2 x S RIDGE BEAM N EX' EX. ADD 1- /4"x I 1-7 8"M.L TO EX R.I I- CL CL EX.2 x 8 RIDGE BEAM o, / , \ 2'-0 4'-0" 2'-0" 3'-0 1/2" 2'-0" 17-8" a EXIT EX. / \ EXIST — — U BEDROOM U EX. ot y Ci a'-7° 6'-4" _ MICHAEL ANGELONE, P.E.LLC \� x� xU — 4POND PLACE z°° ° z°° ° °`�° ° —w a O— _ _3 — �' '� OYSTER BAY N.Y. 1 1771 g N N N0.0 TEL 516-922-2024 w" 13'-8" 2'-0' 3' _ EXIST _^- z �Xx;�-Oe RR l R —X�� ,r i)i- (✓ @ 16"O.C. -- aEXIST— 6'-0" 4'-0" 5'-8" 3'-0" —w W -- - 2 x 12 LBDOL 00 2 x 12 LBD= C' Vvc �(5 /NEW I O 60 \ — e NEW NEW i W.I.0 2"x 8"RR2"x 8"R.R ~r, 0O NEW ° @ 16"O.C. }F BATH I CCE N U U— - U ci O O -I �- z K - N PROJECT: BI-FOLD S.D. HAHN RESIDENCE 1 250 VANSTON ROAD NEW 2"x10"C.J@16"o.C. I CUTCHOGUE,N .Y 11935 N PROPOSED I NEW. I 2ND STORY BEDROOM I I ADDITION I I i & FRONT PORCH A I I A A I NEW 2"x 10"CJ @ 16"O.C. A W gI A A &AA N z 2"x8'R.R 2"xNE"R.R SHELLS ONLY INC. @t6"°.c. @'6;'o.C. HOME IMPROVEMENTS (2)2 x 12 HDR NEW 355 Sunrise Highway — — _TW 3046-3 ( W'est Babylon, New York 11704 Phone (631) 422-9190 Fax(631)422-9313 PROPOSED SECOND FLOOR PLAN PROPOSED ROOF PLAN SCALE: 1 /4"=l'-O" SCALE: 1 /4"=V-0" DRAWN BY: R.G. DRAWING NO. DATE: 5/2/19 d O O SCALE: AS SHOWN NEW 2 X 10 RIDGE BEAM D-2 ROOF CONSTRUCTION TO BE:ASPHALT SHINGLES OVER 15#BLDG.PAPER �- OVER 1/2"PLYWD.SHEATHING X 4 C.T @ 32" O.C. — OVER 2"X 8"R.R.@ 16"O.C. 12 _ WITH ICE SHIELD MIN.24" 5 2 STRON FROM WALL EDGE AS PER IRC-905.1.2 ICE BARRIERS BACK (TYP)ROOF VENTSALUM.GUTTERS AND LEADERS / NEW 2"X 10"C.J.@ 16"O.C. 12"OVER HANG WITH R-30 INSULATION WITH VINYL D-4--" 1/2"SHEET ROCK ON SOFFIT VENT WALLS AND CEILING NEW. _ BEDROOM 50 - EX EX j EX -LLJLJL IL w w WALL CONSTRUCTION NEW.3/4"PLYWOOD ON TO BE VINYL SIDING (2)2 x 10 FLOOR JOIST @ 16"O.C. `r OVER 1/2"TUFF-R INSULATION W/R-30 INSULATION @ PERIMETER w N ¢ OVER HOUSE WRAP — - ---- _- --- --- OVER 1/2"PLYWD.OVER N d O 2"X 4"STUDS @ 16"O.C. O w WITH R-15 INSULATION CAULK AND AIR SEAL ALL SEAMSJI 711 U AROUND WAILS AND WINDOWS — w EXTENDED fA MASTER " Ex BEDROOM Ex ]EX ® ® NEW.3/4"PLYWOOD ON (2)2 x 10 FLOOR JOIST @ 16"O.C. EX W/R-30 INSULATION I GRADE I I—) • •, `.` III—I I1�� GRADF, NEW.(2)2"X 6"ACQ SILL PLATE =1 NEW SILL SEAL&TERMITE SHIELD =1 i I 8"WIDE P.C.FOUNDATION—z BASEMENT �I E X I ��, I N G REAR R ELEVATION11 111= 5/8"0 ANCHOR BOLTS STORAGE USE ONLY I` 1 I 1 i IS"EMBEDMENT 39"O.C. I:—III SCALE: 1 4»= -0n WITH 3"SQ.WASHERS DAMP PROOF -I I 1=1 FOUNDATION BELOW GRADE WITH ,4 4-_4 l 4 NEW 4"P.C. BITUMINUS MATERIAL I—�I I-I CONCRETE SLAB jj 8"X 16"P.C.SPREAD FOOTING _ _ j!j=: W/KEY WAY SPREAD FOOTING I—III= TO BE MIN.36"BELOW GRADE — —_—I I i- 1 III—I I-III-III-III-III-III-_III- -I 1I- 1=1 11=1 I I=1 I i-III-III-i I I-III-III-i 1' -' -�i-►1 I-1 I I� i I I I-1 11=1 11=1 11=1 I R= 11=1 I-III-III-III-I 11=1 I(- -1 I I� I I I-III-I 11=1 I I-I E—E MICHAEL ANGELONE, P.E.LLC SECTION A— A -I�''II�II�IIII�' 4 POND PLACE SCALE: 1 /4"=:V-01) OYSTER BAY, N.Y. 1 1771 TEL 516-922-2024 V`1� r` A PROJECT: 12 HAHN RESIDENCE 1250 VANSTON ROAD CUTCHOGUE, N .Y 1 1935 NEW — 12"FLYER 12"OVERHANG PROPOSED NEW �] 2ND STORY VINYL. ADDITION SIDING N N N EX wL & FRONT PORCH N d — O i�L SHELLS ONLI( INC. NEW 8"ROUND PERMA CAST HOME IMPROVEMENTS EX EX EX COLUMN(TYP) ALL HAND RAILS AND N N N ALL HAND RAILS 355 Sunrise Highway GUAIRC SECTION Wiest Babylon, New York 11704 R-311.7.8&R-312.2 (36"HIGH RAILING, Phone (631) 422-9190 Fax(631) 422-9313 BALUSTRADES N WITH LESS THAN 4"SPACE) GRADE ALL TREADS AND RISERS DRAWING NO. PROPOSED FRONT ELEVATION AS PER IRC SECTION DRAWN .BY: R.G. , „ R-311.7.5.1 &311.7.5.2 SCALE: 1 /4„=1 -0 (MAX.7.75 10”TREADS) DATE: 5/2/19 � O SCALE: AS SHOWN NEW 12"FLYER 12"OVERHANG NEW VINYL SIDING i w N EX I, 12 3.5f _ v a : ; : i i i , NEW 8"ROUND - PERMA CAST COLUMN(TYP) - _... ALL HAND RAILS AND - GUARDS AS PER IRC SECTION R-311.7.8&R-312.2 (36"HIGH RAILING, BALUSTRADES WITH LESS THAN 4"SPACE) GRADE . . PROPOSED RIGHT SIDE ELEVATION SCALE: 1 /4"=V-0" MICHAEL ANGELONE, P.E.LLC 4 POND PLACE OYSTER BAY, N.Y. 1 1771 TEL 516-922-2024 _ NEW 12"FLYER 12"OVERHANG - PROJECT: NEW VINYL SIDING HAHN RESIDENCE 1 250 VANSTON ROAD N N CUTCHOGUE, N .Y 1 1935 N � C7 N PROPOSED a 2ND STORY w 0 ADDITION EX & FRONT PORCH JN L=N -L ITE 1111 SHELLS ONLY INC. ® ® GRADE HOME IMPROVEMENTS 355 Sunrise Highway PROPOSED LEFT SIDE ELEVATION West Bbylon, NewYork 11704 SCALE: 1 /4"=V-0" Phone (631)422-9190 Fax (631)422-9313 DRAWN BY: R.G. DRAWING NO. DATE: 5/2/19 O O O SCALE: AS SHOWN TABLE 3.1 (NAILING SCHEDULE) 2015 WFCM 12" 12" STRAPPING FOR UPLIFT JOINT DESCRIPTION #OF COMMON OF Box NAIL SPACING CONNECTION NAILS NAILS ROOF FRAMING It Rafter to Top Plate(Toe-nailed)Table 3AA 3-3d 3-10d per rafter Ceiling Joist to Top Plate(Toe-nailed)Table 3AA 3-3d 3-10d perjoistCeiling Joist to Parallel Rafter(Face-nailed)Table 3.9A 5-16d 5-16d each lapCeiling Joist Laps over Partitions(Face-mailed)Table 3.9A 5-16d 5-16d each lap F ° ° °Collar Tie to Rafter(Face-nailed) 3-8d 3-8d per tieL ° ° °Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end SIMPSON e ° I A• Rim Board to Rafter(End-nailed) 2-16d 3-16d each end STRONG-TIE C r ' WALL FRAMING SIMPSON MIN. 1/2"0 ANCHOR BOLT Top plate to Top Plate(Face-nailed) 2-16d 2-16d perfoot D1 ADJUSTABLE HANGER D2 RIDGE D3 CATHEDRAL RIDGE D4 HURRICANE TIE STRONG-TIE H I MiN.7"EMBEDMENT Top Plate at Intersections(Face-nailed) 4-16d 5-16d joints-each side SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE O Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. LSU26-2X6 LST WITH(3)8d COMMON NAILS LSU26-2X6 AS PER T STRONG TIE H 2A US JOIST AND POST D6 FACE MOUNT HANGER Header to Header(Face-nailed 16d 16d 16"o.c. alongedges LSSU28-2X8,2X10,OR 2X12 LOCATED AT EACH END OF STRAP LSSU28-2X8,2X10,2XI2 AS PER TABLE 3.4 D7 HIP RAFTER D8 POST BASE 9 2015 WFCM CONNECTIONS SIMPSON STRONG-TIE LUS 28 ALL STRAPPING MATERIALS D9 HIP CORNER PLATE Top or Bottom Plate to Stud(End-nailed)Table 3.5A 2-16d 2-40d Per stud LSTA18 WITH(3)8d COMMON NAILS SIMPSON STRONG-TIE AC SIMPSON STRONG-TIE HRC 22 IN CONNECTION WITH IAL LOCATED AT EACH END OF STRAP CQ SIMPSON STRONG-TIE HCP2 OR HCP4 Bottom Plate to Floor Joist, Band Joist, End Joist or 2-16d 2-16d per foot SIMPSON STRONG-TIE H 1 MUST BE Z MAX RATED CLIPS, blocking Plate ALL STRAPPING MATERIALS STAINLESS STEEL OR EQUAL IN CONNECTION WITH ACQ MUST BE Z MAX RATED CLIPS, FLOOR FRAMING STAINLESS STEEL OREQUAL CUT Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist HD2A LENGTH Bridging to Joist(Toe-nailed) 2-8d 2-10d each end AT CORNERS Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 12' Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block LENGTH Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist DECK RAIL POST Band Joist to Joist(End-nailed) 3-16d 4-16d per joist INSTALL D t I2Z OR HD2A CS l6 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per foot ° 12"MiN.ON CLEAR A"1'EACH RAILING POST ° t0 ° STUD SURFACE SPAN INSTALLED AS PER CS 16 ROOF SHEATHING m BP LEDGESIZ.ESPRBOARD E'CIFFIRD EU 12"MIN.ON MANUFACTURER SPECIFICA"PIONS STUD SURFACE ON PLANS STUD SURFACE 12"MIN ON Wood Structural Panels 8d 10d SEE TABLE 3.10 MST27 ° SIMPSON Diagonal Board Sheathing d BP 1"X6"or 1"X8" 2-13d 2-10d per support SEE STRAPPING ` D"IT2Z SIMPSON CS20 OR DECK JOIST' p pP DETAI?BELOW BP 1-1/4"20 GA.GALV. LENGT 1-1/4"20 GA.GALV. 1"x10 or wider 3-8d 3-10d per support (MIN.1_"ON e STRAPPING MIN 12" 1-1,4"20 GA GALV. STRAPPING MIN.12" ••• PROVIDE JOIST STUD SURFACE) .0 ON STUD SURFACE STRAPPING MIN 12" ON STUD SURFACE a MST27 HANGERS A'1' RAFTER I212T CEILING SHEATHING (3-8d NAILS AT EA ON STUD SURFACE RiM JOIST TO (3-8d NAILS Al-EA. SIMPSON SIZE SPECIFIEU LTP4 e . . END OF STRAP) (4-8d NAILS AT EA FLOOR JOIST END OF STRAP) LS 70 ON PLANS Gypsum Wallboard 5d coolers 5d coolers 7"edge/1 field ° G a e, '.' ' . END OF STRAP) (LUS28) I/2"DIA BOLT THROUGH LTP4 .a j POST% 'AND INTO D•IT2Z WALL SHEATHING p l p STUD TO RIM JOIST D 11 SILL PLATE TO FOUNDATION °• LAY OVER VALLEY DETAIL D 1 S RAFTER TO HEADER POL12DIA.BOLT THROUGH WITH NUT&WASHER Q c O ,° D14 O- Dib HURRICANE TIE POSTWITH SPACING AS PER TABLE 3.2A D 13 CANTILEVER SiMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE H 10 S NUT&WASHER D l9 EXISTING BOX BEAM Wood Structural Panels 8d 10d SEE TABLE 3.11 1.1/4"W 20 GA METAL STRAP 2015 WFCM D12 STUD TO STUD CONNECTION O SIMPSON STRONG-TIE LS 70 H2.5 AS PER TABLE 3.4 D18 EXISTING SiLL PLATE TO FOUNDATION Fiberboard Panels (4-8d NAILS) o O DECK RAIL POST TO FOUNDATION 12"MIN BEARING ON STUD SURFACE PLACED ALL STRAPPING MATERIALS SIMPSON STRONG TIE CS20 AND LUS28 2015 WFCM D 17 SIMPSON LTP4&CS 16 INSTALLED 1/2" (11ga. roofing nail.12"x 1-112"long 7/16"head 11ga. roofing nail - 3"edge/6"field AT EACH S'T'UD. IN CONNECTION WITH ACQ CS20 CONNECTORS SIMPSON 1212T INSTALLED TO EXISTING FOUNDATION 25/32" (11ga.roofing nail.12"x 1-3/4"long 3/8"head 11ga. roofing nal - 3"edge/6"field MUST BEZ MAX RATED CLIPS, ALL STRAPPING MATERIALS STAINLESS STEEL OR EQUAL SIMPSON# DTT2Z OR HD2A TO EXISTING FOUNDATION FOR SILL PLATE WITH BOX BEAM Gypsum Wallboard 5d coole-s 5d coolers 7"edge/10"field IN CONNECTION WITH ACQ FOR SILL PLATE ON SLAB Hardboard 8d 8d table 3.11 MUST BE Z MAX RATED CLIPS, Particleboard Panels 8d 8d see manufacturer STAINLESS STEEL OR EQUAL Diagnonal Board Sheathing 1"x6"or 1"x8" 2-8d 2-10d per support 12"MAX. 12"MAX. 1"x10"or wider 3-8d 3-10d per support 6"MINi I 6' MIN. 1 FLOOR SHEATHING �'- tl AT6'CONTINUOUS LATERAL BRACE AT6'OC. Wood Structural Panels ; 1"or less 8d 10d 6"edge/12"field z TRUSS OR CEILING JOIST greater than V 10d 16d 6"edge/6"field o - - HOEDOWN CONNECTION Diagonal Board Sheathing N N 2-IOd NAILS 1"x6"or 1"x8" 2-8d 2-10d per support 1"x10"or wider 3-8d 3-10d per support I ; N° �� ; �� NOTE: J� GABLE END TRUSS 1114"MIN 20 GAUGE j/ z z \\ / \\ /ALL STRAPPING,ANCHORS,HOEDOWNS 84 ' 40-1 \ \ ADHESIVES TO BE INSTALLED AS PER5 d COOLER NAILS COIL STRAP SEE PLAN FOR \ \ MANUFACTURERS SPECIFICATIONS. 518"ANCHOR BOLT@ 35"O.0 FOR 1&2 STORY AT 5 O.C. HEADER SIZE / \ /1-1/4"W 20ga. � \TABLE R 301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING G5'P BOARD I11 J METAL STRAP SCHEDULE FOR WOOD STRUCTURAL,PANELS A,B,C,D 1)MiN 7"EMBEDMENT INTO P.C.CONCRETE 2X4 BLOCK NAILED TO EACII R ' ANCHOR BOLT 1-1/4"W 20ga. I I ANCHOR BOL z Z I W/3"SQUARE WASTIERS AND END NUT SETUP BRACE wo'n1 4-10d NAILS /t NOT SHOWN METAL STRAP 1 1 --"/ / FRAME OPENING PO I 1 I T I S d COOLER NEW WINDOW OR I 1 1 FASTENER SPACING(inches)a.b 2 1-ANCHOR BOLT IS TO BE LOCATED BETWEEN NAILS(rt,7"0 C. 1_08d I I 1 NOT SHOWN _,,,,, ,,,, .,,,,,--------- � EXTERIOR DOOR 1 I FASTENER TYPE •1 FEET < 6 FEET < SECTION R301 2 2 2 1 WEIGHTS OF MATERIALS 6"MIN TO 1_"MAX FROM ENDS OR CORNERS. NAILS 1 I t b A ,PANFI SPAN PANEL SPAN PANEL SPAN i lY X_0(.A 1 ! / 2-16d COMMON i <a FEET < (,FEE"i < 8 FEET STRAP \ ° d . J ��e^ ° d / SIMPSON" HDUB NAILS @ 6"O.C. ;............... ....._,,..,..._,...,.,,,.._,. ,.,.,,.,.-,_. ,...._-----;.,a-.,.,_..,.,,,.. USE DEAD AD \ j GRADE FOR FULL LENGTH i No s WOODSCREW BASED y € s o ANCHOR BOLT SPECIFICATION i END LL \ / �j�\//�\//�\/ OF STUD. ANCHOR w I rH 2-INCH 16 10 i 8 \ / �'\�\�\�\ \/� // // ° STUDS \ I EMBEDnIF'NT LENGTH EXTERIOR LIGHT-FRAME WOOD WALLS o 15 PSF 1 NO 10 WOOD SCREW BASED € ? NOTE: N` ,,d. s ANCHOR W'I rH 2.INCH 16 i 12 ; 9 ! EMBEDMENT LENGTH i ° EXTERIOR LIGHT-FRAME COLD-FORMED I-s11EATINGASPARTOFSIIEARWALLSF.GMENT(swS.1 �' y/� °e f g 14 PSF W HERF.NOTFD ON FLOOR PIAN.SIIAI L BE CONTINOUS FROM h 'O �� • L-•...••..••••.•,- h.,...-...•.••.....•••-•..•.••.•••.•..•.•.•.••••.••• STEEL WALLS sILLTOTOP PLATEORADFQUATF.LYBLOCKED ATJOINTS. CEILING BRACING GABLE ENDWALL I a"LA(i SCREWBASED S i 8d COMMON NAILS,2 6"o C EDGE&FIELD ANCHOR WIT H--INCH 16 16 16 I INTERIOR LIGHT-FRAME WOOD WALLS 10 PSI` ?•nolo DOWNS REQUIRED AT AL1,a a)RNERs or srRurrultE EMBF:DtiiIN'1ILVGTII [ ! ! ,F.SSOTHERWISE NOTED AND STRAPPING ... ................ .. ..............................................�.,,.....,,,........,.....,... ML ESS MST27 STRAP CONNECTION DETAIL INTERIOR LIGHT-FRAME COLD-FORMED 5 pSF &DETAIL (HOLD DOWN&COW °o _ For SI i Inch=25.4 mm, I foot=304.8 rim, I pound=4 448 N, I mile per hour=0.447 STEEL WALLS I-1/4"W 20 GA METAL,STRAP BLOCKING @ _ °o (4-8d NAILS) ENDWALL. ° m/s B"THICK MASONRY WALLS c TOP PLATE SPLICE REQUIREMENTS 12"MIN.BEARING ON STUD SURFACE ° a This table is based on 180 mph ultimate design wend speeds,Vult,and a 33-foot mean roof 80 PuF FOR WIND EXPOSURES B&.C PLACED AT EACH S`tUD(16"O.C.) height ONE STORY SLAB ON GRADE' WALL ASSEMBLY TO FOUNDATION b.Fasteners shall be installed at opposing ends of the wood structural panel.Fasteners shall be 6"THICK CONCRETE WALLS 85 PSF I PLYWOOD SHEATFIING I PLYWOOD SIIEATIIING HEADER CONNECTIONS AS PER WFCM 3.2.2.3 located not less than I inch from the edge of the panel. I 8d COMMON NAILS sd COMMON NAILS BUILDING MIN.SPLICE c Anchors shall penetrate through the exterior wall covering with an embedment length of ' I C 6"O C EDGE&FIELD @ 6"0 C EDGE&FIELD DIMENSION LENGTH 1-1/4"MIN 20 GAUGE COIL STRAP not less than 2 Inches into the building frame. SOLID BLOCKING TOP PLATE SPLICE LENGTH Fasteners shall be located not less than 2-112 inches from the edge of concrete block or I ALL UORIZ SEAMS I T_0" 2'-0" concrete TABLF,R301.7 ALLOWABLE DEFLECTION OF HOLD IIOLD 16'-0" 3'-0" "SIMPSON "Hous STRUCTURAL MEMBERS d Panels attached to masonry or masonry/stucco shall be attached using vibration-resistant DOWN DOWN 20'-01, 4'-0" -' - - anchors having an ultimate withdrawal capacity of not less than 1,500 pounds. --74'-0" --47-7,-,- THE CONSTRUCTION TYPE STRUCTURAL MEMBER ALLOWABLE 28'_0" 5'_0" DESIGNATION SHALL BE RAFTERS HAVING SLOPES GREATER THAN 3 12 WITH L!180 14 32'-0" 6'-0" '1", 'It", '111", 'iV"Or 'v" 2-16d COMMON TABLE R 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS NNISHEDCEILINGNOTATTACHEDTORAF-TERS SHEARWALL SEG.DETAIL(TYP.) SHEARWALL SEG.DETAIL(TYP. ) 36'-0" T-0" 1�2° TO INDICATE THE CONSTRUCTION " SIMPSON ' HDUS NAILS @ 6"O.C. NTS NTS FOR FULL LENGTH 40'-0" 8'-0" CLASSIFICATION OF THE OF STUD. (in pounds per sq fl.) INTERIOR WALLS&PAR1'I'CIONS 11/180 50'-0" 10'-0" STRUCTURE UNDER --'-- FLOORS&CEILINGS W/BRITTLE FINISHES(inc.plaster&stucco) L 1360 60'-0" 12'-0" SECTION 602 OF THE BCN YS ; ,,' I 2'-O"0 C. I I T-O"o C I 70"_0„ 14'-0" C e USE; LIVE LCADS CEILINGS WITH FLEXIBLE rINISiIES(mcludmg gypsum board) L!240 I ( _r 80'-0" 16'-0° ee BACKGROUND MUST BE ALL OTHER STRUCTURAL MEMBERS L!240 �_ REFLECTIVE WHITE UNINHABITABLE ATTICS W/OUT STORAGE 10 a EXTERIOR WALLS W'ITI l PLASTER OR STUCCO FINISH H/360 UNINHABITABLE A1 STORAGE 20 z'ooc. 1!2" CAMA6EBOLT(MTN) 1 2'-0"0C ( LETTERS AND BORDER HABITABLE ATTICS&ATTICS W/FIXED STAIRS 30 EXTERIOR WALLS-WIND LOADS a WITH BRITTLE FINISHES Hl240 -�--� W!WASHER&NUT(TYP) TOP PLATE SPLICE REQUIREMENTS io D MUST BE .,'•:' BALCONIES(EXTERIOR)&DECKS 40 EXTERIOR WALLS-WIND LOADS a WITH FLEXIBLE FINISHES 14/120 FOR WIND EXPOSURES B&C SOLID REFLECTIVE RED BLocICING @ %t'1 FIRE ESCAPES 40 ALL OTHER CASES I-TABULATED SPLICE LENGTHS ASSUME TOP PLATE- PANTONE #167 (TYP.)BOLT PATTERN FOR FLITCH PLATE TO-TOP PLATE CONNECTIONS USiNG 2-16D NAILS PER FT. ENDWALL. GUARDS AND HANDRAILS 200 LINTELS SUPPORTING MASONRY VENEER WALLS L/600 •. N IS FOR SHORTER SPLICE LENGTHS,THE NAILS SPACING BUILDING MIN.SPLICE SHALL BE REDUCED iN ORDER TO PROVIDE EQUIVALENT DESIGNATION FOR STRUCTURAL GUARDS(N-PILL COMPONENTS 50 NOTE L-SPAN LENGTII DIMENSION LENGTH 4 PASSENGER VEHICLE GARAGES 50 H-SPAN IIEIGIIT NUMBER OF NAILS COMPONENTS THAT ARE OF �. s:•. TRUSS TYPE CONSTRUCTION ROOMS OTHER THAN SLEEPING ROOMS 40 12'-0" 3'-0° 2-TABULATED SPLICE LENGTH ASSUME A BUILDING !' •; .• SLEEPING ROOMS 30 BLOCKING cr ENDWALL. 16'_o° 4'-o" 1 OCATED IN EXPOSURE(B). s, TABLE R402.2 20'-0" 5'-0" 'IFIL FLOOR FRAMING, INCLUDING STAIRS 40 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE RiDGE PLATFORM FRAMING ONLY. 24'-0" 6'-0" 3-TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. 28'_0" T-0" WALL HEAIGHTS FOR OTHER WALL HEIGHTS,(H) GIRDERS AND BEAM MINIMUM SPECIFIED 7/8"DIA.THREADED ROD EMBEDDEL THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED COMPRESSIVE S"I'RENG'1'Ha(fc) 32'-0° 8'-O" 1/ 11 12 1/2'•INTO CONCRETE W/"SIMPSON" AT 36'-0" 91-01, BY H.(8 R ROOF FRAMING (HIGH STRENGTH PROXY ADHESIVE) TABLE R 302.10)EXTERIOR WALLS Weathering potential b 40'-0" 1 1'-0" FOR TEMP. OF 40'F USE'SIMPSON" A 'I YPE OR LOCATIONS OF 4-TOP PLATES SHALL BE MINIMUM OF STUD GRADE MATERIAL. �, (HIGH STRENGTH ACRILIC ADHESIVE). s....,,.,......,,,,,,,,,,,,,,,,,,,,,,....,.,,,,,,,,,,,,,,,.,..,,,,.,,,,......,,,.....,.,,.,,.,.,,,,,.,,,,,,,..,,,.....,,.,,,,,,,,,,,,,,.,.,,,,,.,,,.,,,,,,.,,.,.,.,,,.,,,,,,..,;...............,_.... CONCRETUCONS'FRUC'rION Negligible Moderate Severe 50'-0" 13'-0" FR" FLOOR & ROOF FRAMING t I MINIMUM £ MINIMUM FIRE 3 60'-0" 16'- FIRE-RESISTANCE 6'-0" EXTERIOR WAI.I,ELEMENT I I FIRE-RESISTANCE RATING I SEPARATION DISTANCE Basement Walls,foundations and other 70,-0" 191-01, RESIDENTIAL STRUCTURES WITH TRUSS-TYPE CONSTRUCTION, PRE-ENGINEERED WOOD i................................. ._._ ,.,,,._,, ,_.;.w.. .,..___ __....,,..,,,.,,.,. ,. __.,,,..,,_,, _,,,, __ _. ,, I concrete not exposed to the weather 2,500 2,500 2,500c 80'-0" 22'-0" CONSTRUCTION, AND/OR TiMBER CONSTRUCTION FOR A NEW DWELLING AND OR ANY s I i I HR TESTED IN AC'C'ORDANCE WITH 9 i ATTIC SPACE. I WALLS J FIRE-RESISTANCE RATED I ASTME 114 OR UL 263 WITH EXPOSURE i <5 FEET i }III I FROM BOTH SIDES ) Basement slabs and interior slabs on ADDITION, ALTERATION. A SIGN OR SYMBOL DESIGNED IN ACCORDANCE WITH TiTLE NOT RATED ;0 HOURS >5 FEET grade,except garage floor slabs 2,500 2,500 2,500c SPLICING OF TOP PLATE 19NYCRR PART 1265 SHALL BE AFFIXED TO THE EXTERIOR OF THE STRUCTURE FOR 1.....................................NOT ALLOWED...,.,.,,,..,,,,,,.,,,,,.,,,.,,,,f,.N�A.,,,...,,,,,,,,,,,,-,,,,...,,,..,,,,,,,,,.,,..,.,-,M,,,.,,,,,,,.,k,,...,,,<�2FEET,•.....,..,,,,,,,,,,,.,,,,.,:; FIELD INSPECTION t - Basement walls,foundation walls, PROJECTIONS FIRE-RES ISI ANCE RATED i 1 HR ON THE IINDER5IDE a,b ? ?FEET<5 FEET____j BLOCKING?HAYS exterior walls and other vertical BACK(S4'-o-oC i NOT-RESISTANCE RATED 0 HOURS >5 FEET 1/2"X 3"BEARING PLATE _., . ........................................._,,,..,....,.-,,,..,._,,,.____,_.,,,._,.,._ concrete work exposed to he weather WITH NUT L,.,..,_.....,.._.... g........................._, t th 2 soo 3 000a 3000d TRUSS- TYP. CONSTRUCTION SIGN NOT ALLOWED i NSA 3 <3 FEET OPENING IN 25°�.MAXIMUM OF WALL AREA 0 HOURS ; 3 FEET Wnl Ls ; - Porches,carport slabs and steps 3 � j UNLIMITED %0 HOURS 5 FEET 1 i2"STL PLATE exposed to the weather,and garage SECOND FLOOR. I __,,., _ _ w z Q WELDED TOGO 11 ' COMPLS'W'I'rIT SEC'T'ION R 302 4 <3 FEET '; floor Slabs 2,500 3,000d,e,£ 3,500d,e,f w LIMN T A S PENETRATIONS I ALL NONE REQUIRED 3 FEET ' G BEAM EAM SEE PLAN FOR SiZE (4)1/2"DiA.BOLTS for si' 1 foot=304.8 mm. for si:1 pound per square inch=6.895 kpa. - WITH WASHERS SEE PLAN FOR SIZE BLOCKING 2 NAYS n/a=not applicable. a.at 28 days psi. BACK r4'-0-oC a.roof eave fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of II 3.5"STL 1!2" STL PLATE IT the cave if ftreblocking is provided from the wall top plate to the underside of the roof sheathing, b.see table rr301.2(I)for weathering potential. COLUMN I FOR COLIMN II b,roof eave fire-resistance rating shall be permitted to be reduced to)hours on the underside of I, the cave provided that gable vent openings are not installed. c.concrete in these locations that may be subject to freezing and FIRST FLOOR. 1/2" EPDXY COATED thawing during construction shall be air-entrained concrete in accordance with footnote d. P.C.FOOTING HOOKED,ANCHORBOLTS , MICHAEL ANGELONE, P.E.LLC d concrete shall be air entrained total air content(percent by volume SEE PLAN FOR SiZE 12"EMBEDMENT 1/2"THREADED ROD It 4 POND PLACE of concrete)shall not be less than 5 percent or more than 7 percent. OYSTER BAY, 1 1771 SHELLS ONLY INC. TABLE R 302.6 DWELLING-•GARAGE SEPARATION .' -N.Y., BLOCKI"1(I?NAYS •. ,,..,,,_,,,,,,,,,,,,_,,,,,, e.see rr402.2 for maximum cement content. BACK r@ a e o c TEL s �•2024 HOME NTS SEPARATION MINIMUM '`6• a I CNW COUPLER NUT 92 ��' 3<,'> 33 IMPROVEME i__1.________1______.__ _ _. f.for garage floors with a steel-troweled finish,reduction of the total air content EDGE DISTANCE 3" /(`' (percent by volume of concrete)to not less than 3 percent is permitted if the POST TO GIRDER AND r i 355 SUNRISE H WY FR(1M THE RESIDENCE AND ATTICS I NOT LESS THAN I•_-INCH GYPSUM BOARD OR .1/ A 1-' .) EQUIVALENT APPLIED TO THE GARAGE SIDE specified compressive strength of he concrete is increased to not less than 4,000 psi. FOOTING COONECTION - ` °, BABYLON, N.Y. 1 1 704 --,,,,_ ` WEST BABY ❑ PHONE (6 3 1 ) 422-91 9❑ FAX (422-9313) I NOT LESS THAN 5/8-INCH TYPE X ) TABLE R 301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA , a•' 11��Cr7� ": FROM HABITABLE ROOMS ABOVE THE GARAGE £ GYPSUM BOARD OR EQUIVALENT •• ',• 'o v✓1 I a:. I STRUCTURE(S)SIIPPORTINCi FI-00R.'CEILIN(i NOT LESS THAN L'_'-INCH WIND DESIGN SUBJECT TO DAMAGE FROM _ r ,•' ASSEMBLIES USED FOR SEPARATION £ GYPSUM BOARD OR EQUIV'ALIENT MINIMUM REQUIRED BY THIS SECTION i END DISTANCE ICE BARRIER ) ,,.,,, GROUND SPEED TOPOGRAPHIC SPECIAL WIND WNDBORNE SEISMIC DESIGN WEATHERING FROST LINE TERMITE WINTER DESIGN FLOOD HAZARDS AIR FREE7.ING MEAN ANNUAL �(iARA(iES!OCA7 ED LESS THAN 3 FEET NDT LESS THAN I'2-INCH GYPSUM BOARD ' UNDERLAYMENT x, , (.), OWNER H AH N 1 FROM A DWELT IN(i UNIT ON THE SAME LOT �OiR EQInVAI_ENT APPLIED TO TFIEINTERIOR SNOW LOAD (MPII) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMPERATURE INDEX TEMPERATURE ""'�•'� �'-`�.- SIDE OF EXTERIOR WALLS THAT i I ARE WITHIN THIS AREA ' 0 140 NO NO I MILE FROM COAST B SEVERE 31-0" M-H 15 DEG. REQUIRED 599 51 deg. HOLLOW COLUMN CONNECTION DETAIL 4\4•� `` `tic1;\' j >, RESIDENCE DESIGN CRITERIA IN ACCORDANCE WITII D ETA I L SHEET AF&PA WOOD FRAME CONSTRUCTION MANUAL(2015 WFCM). D 1 250 VANSTON ROAD CUTCHOGUE, N .Y 1 1935 __ I R(D) 9 nHu1F= nHL%vu (D) HL%p= n1EQ3u1:01EHu L%D= (:( (D) Fp) [E Sh'CTION R30 I DE'SIGN CRI Th'RIA 9 5.1 5 PRIVATE GARAGES ' t!�-r;: :!,' 1 i,,�.�if. ""';":�; :�. ::;f i,,� SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R301. I., ,V .-, . . ,�,F::l',.,j,:r.. :--I. E R TECTION SHALL BE PROVIDED IN DWELLING UNITS,SLEEPING UNITS AND CLASSROOMS IN GENERAL NOTES: STRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AS LIMITED BY TH 1� ' ' ' " - i ...' : ' --- BUILDINGS SHALL BE CON C RBON MONOXIDE DE P OVISIONS OF THIS R308.4.5 GLAZING AND WET SURFACES. BUILDINGS WITH ATTACHED PRIVATE GARAGES. Sk'CTION R806 ROOT'Vl,.'.VTII,A TION 1.THE ARCHITECT/ENGINEER OF RECORD HAS NOT BEEN RETAINED FOR THE SUPERVISION OF THIS PROJECT. SECTION.ADDITIONAL CRITERIA SHALL BE ESTABLISHED BY THE LOCAL.JURISDICTION AND SET FORTH IN TABLER301.2(l). GLAZING IN WALLS,ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM ROOMS, 915.2 LOCATIONS. R806.1 VENTILATION REQUIRED, 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILE FOR AND OBTAIN ALL REQUIRED APPROVALS AND PERMITS FROM ANY ,��:�1 �� 1: .,:,�',,�1.,`:t,',�1 it.f�;,:tm.:i,, BATHTUBS,SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN WHERE REQUIRED BY SECTION 915.1.1,CARBON MONOXIDE DETECTION SHA.L BE INSTALLED IN THE LOCATIONS AND ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS PROJECT. ,I . I � !. ... :,--. 60 INCHES(I 524 MM)MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A SPECIFIED IN SECTIONS 915.2.1 THROUGH 915.2 3. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE EXTERIOR GLAZING IN BUILDINGS LOCATED IN W114DBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS,GLAZED HAZARDOUS LOCATION.THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE 2015 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER APPLICABLE CODES,RULES AND REGULATIONS IN OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND 915 2.1 DWELLING UNITS, ENTRANCE OF RAIN OR SNOW VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH(1.6 MM)MINIMUM AND 1/4 INCH THE CONSTRUCTION OF THIS PROJECT. EXCEPTION:GLAZING THAT IS MORE THAN 60 INCHES(I 524 MM),MEASURED HORIZONTALLY AND IN A STRAIGHT LINE,FROM THE CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN DWELLING UNITS OU7SIDE OF EACH SEPARATE SLEEPING (6.4 MM)MAXIMUM.VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 114 INCH(6.4 MM)SHALL BE PROVIDED WITH 4.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND EXISTING CONDITIONS.THE ASTM E 1886 AS MODIFIED IN SECTION 301.2.1 2 1.GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET WATERS EDGE OF A BATHTUB,HOT TUB,SPA,WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER,SAUNA OR STEAM THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSMASMA 11 5. ROOM. AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.WHERE A FUEL-BURNINU APPLIANCE IS LOCATED WITHIN CORROSION-RESISTANT WIRE CLOTH SCREENING,HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT ; :�(l"l;':,'f)" WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN 7/16 INCH AND A SPAN OF NOT MORE THAN 8 FEET(2438 A BEDROOM OR ITS ATTACHED BATHROOM,CARBON MONOXIDE DETECTION SFALL BE INSTALLED WIT14IN THE DIMENSION OF 1/16 INCH(1.6 MM)MINIMUM AND 114 INCH(6.4 MM)MAXIMUM OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM DOCUMENTS TO THE ARCHITECT/ENGINEER OF RECORD. MM)SHALL BE PERMITTED FOR OPENING PROTECTION PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE BEDROOM. TO THE REQUIREMENTS OF SECTION R802.7.REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. 91522 SLEEPING UNITS 5.ALL PLUMBING WORK SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING,PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE SLYWON310EXIERG ('Yl,,',�('API��'ANI)kl",�('(JL"011ll,'IVING,S APPLICABLE CODES,LAWS,RULES,REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROvIDED.ATTACHMENTS SHALL BE DESIGNED TO RESIST THE CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN SLEEPING UNITS R806.3 VENT AND INSULATION CLEARANCE. COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2)OR ASCE 7,WITH THE PERMANENT R3 I 0 1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. 6 HEATING AND AIR CONDITIONING REQUIREMENTS SHALL BE COORDINATED WITH THE OWNER'S LINA.C.CONTRACTOR PRIOR TO BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND 915.4 CARBON MONOXIDE ALARMS, WHERE EAVE OR CORNICE VENTS ARE INSTALLED,INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR,NOT LESS THAN A I-INCH(25 COMMENCING ANY WORK. CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. RESCUE OPENING.WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL MM)SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT, 7.ALL ELECTRICAL OUTLETS,SWITCHES,LIGHTS AND WIRING SHALL BE Ul.CERTIFIED AND INSTALLED IN COMPLIANCE WITH ALL ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS CARBON MONOXIDE ALARMS SHALL.COMPLY WITH SECTIONS 915.4.1 THROUGH 915 4 3. WHERE THE ULTIMATE DESIGN WIND SPEED,V'ULT,IS 180 MPH OR LESS BE REQUIRED IN EACH SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO 915 4.1 POWER SOURCE R807.1 ATTIC ACCESS. APPLICABLE ELECTRICAL CODES. �!;: :1 ,", ': jl.:�..::f 11,;,.:t,::1 ,,��*:�1::-," A YARD OR COURT THAT OPENS TO A PUBLIC WAY. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FRONITHE BUILDING WIRING WHERE SUCH BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT HAVE 8.STAIRWAY ILLUMINATION IS TO BE IN ACCORDANCE WITH R311.7.9,303.7&303,THE LIGHT SWITCH IS TO BE LOCATED AT THE TOP _ . � . ' '.". 11 . ." t I- .. WIRING IS SERVED FROM A COMMERCIAL SOURCE,AND WHEN PRIMARY POWER IS INTERRUPTED,SHALL RECEIVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER OVER AN AREA OF NOT LESS TUIAN 30 SQUARE FEET.THE VERTICAL HEIGHT SHALL BE AND THE BOTTOM OF EACH STAIRWAY. ,OF THE ROOF FRAMING MEMBERS.THE STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C SHALL CONFORM 1-0 THE REQUIREMENTS OF THIS SECTION R3 10,1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. . POWER FROM A BATTERY.WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE 9.ALLOW A MINIMUM OF 18"BETWEEN BOTTOM OF FLOOR JOIST TO THE FLOOR OF ANY CRAWL SPACE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, THAT REQUIRED FOR OVER CURRENT PROTECTION. ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER 10 PROVIDE DOUBLE HEADERS AT ALL FLOOR CEILING,STAIR AND ROOF OPENINGS ALL HEADERS TO BEA MINIMUM OF(2)2 X 8 :�.��,' " ; 1,�; :f;j 1:�f�im ""_,;; :,f: '. TOOLS OR SPECIAL KNOWLEDGE.WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOR USE ON 915 4 2 LISTINGS. UNLESS OTHERWISE NOTED ON PLANS. : I - :",:. : . t . . " I. R: , ; , READILY ACCESSIBLE LOCATION.WHERE LOCATED IN A WALL,THE OPENING SHALL BE NOT LESS THAN 22 INCHES WIDE BY 30 INCHES AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT(720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 20A HIGH.WHERE THE ACCESS IS LOCATED IN A CEILING,MINIMUM UNOBSTRUCTED HEADROOM IN THE AMC SPACE SHALL BE 30 INCHES AT I 1.FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALLEL PARTITIONS. (ON A HORIZONTAL PROJECTION)OR I 0 POUNDS PER SQUARE FOOT(480 PA)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY 915 4 3 COMBINATION ALARMS. SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS.SEE SECTION N-1,�.,--'!', i ". 12.FOR ALL PRESSURE TREATED LUMBER CONNECTIONS USE Z MAX RATED STRAPS,STAINLESS STEEL OR EQUAL SECTION R301.2.2.DEAD LOADS FOR WALLS ABOVE GRADE SHALL.NOT EXCEED: R310.2.1 MINIMUM OPENING AREA. COMBINATION CARBON MON-OXIDE/SMOKE ALARMS SHALL BE AN ACCEPTABL'ALTERNATIVE TO CARBON FOR.ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. 13.WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND WEATHER-STRIPPED. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. - A.'l;.:1..'� ; � . it. . ,,�I:i':.:..'N/f t,il:,�A-1 i,," . .", .I . . ., 14,ALI,GYPSUM SHALL BE TAPED AND SPACKLED(3 COATS)READY FOR PAINT. I,'2 INCH SHEETROCK FOR ALL WALLS&CEILING'S 1)FIFTEEN POUNDS PER SQUARE FOOT FOR EXTERIOR LIGHT-FRAME WOOD WALLS MONOXIDE ALARMS COMBINATION CARBON MONOXIDE/SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH I 1 ::� ��. . .,:: " " ,;' ,%:"" , ":,:,: THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE .: ,, . �_ , .. :,%.,:",i'�:�..::",!,!,7;;�jl:�f�t - 2)FOURTEEN POUNDS PER SQUARE FOOT FOR EXTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS. UL 2034 AND UL 217. . I .1 I "'. .1.1":��ll:�",',f'l:: ,%'--,,f��;:.�,:N(:,','�,'!"�,',.!',!,:,�.;:,*,',,�,�,'):;"",�;:"-"I�ll.r,ii �):,,,,S",".��:�,',,,,%', i,",;:lj:* .5/8 TYPE X FIRE RATED FOR ALL GARAGE AND MECHANICAL ROOMS.1/2 INCH M/R GREEN BOARD FOR ALL BATHROOMS, :.:;",;t 1,-�:; f�I A: :,(;'�A,'::",",,'��,�-',,,'�'��:,,ii: i�fi::..A 1�,�.),f �:,i�l ;,�,:,-,.,.- �,:!: : ".1 ::�.s 1'::A� :i�,l if:."::i.�,f�,lf:�.;!,%? ,::; %.71, EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES , . :: . i.11 � ll�' I I "., I t.11," . ,11 N , 0 - N !,* .,.: - 11 ..� � . , 3)TEN POUNDS PER SQUARE FOOT FOR INTERIOR LIGHT-FRAME WOOD WALLS, AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES SIXWON R402 AM ZERIALS 'I i L.,�.:,:::;;I : it!..,T:;I!�,,, :,;��,iNf::;',:,",:- !,:.,;��1'10:� %!Oil��- 15 ALL FINISHES SHALL BE AS DIRECTED BY OWNER .1 I - ' ' ,��i�; f)",.Ii�".��,�: .,:13:(: �.;.:�:�f.;.,�;�ll.;- :,..',S'!�,.,;j:\�,',�', _. . t .. ,t!" 16.ALL MICROLAM LUMBER IS TO BE MANUFACTURED BY TRU-JOIST CORP P.O.BOX 60 BOISE IDAHO83707 OR APPROVED EQUAL, . : .1.1, __ . . I . t !� " ;I U."'. I ._� .. I .1 j.k,'.%.j,;1:i�1 , . I :". ,�i':,".,,��,;*f',I :i:�:,t:",.:,:.�..,�� :* �::f . 4)FIVE POUNDS PER SQUARE FOOT FOR INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS. R402.2 CONCRETE. "f,",' - .1 .1, ,,, . . , . it. ,f ., .�I -�:!.V�,',', Y f.-%:; i:A'V! �,�(�'�:�Nl��::!',,'S(�l.!:.,F.:,(),�l..,:.,q"i:,:,�..f.](�,f,f,,,,?-..".,.'! %�"!`Hll* I . ; %. ";1 ljf.::::.� "t.::it. ,\:,: 1,-; 1. . i: .:,,,!,:l:I i�:`-N'f*): ;.;.S��'-`$i i`�.��:,I I . , - I 1 . it. ��F.,.jfj %�,,'��:�,)f i �,,N'S�.,�%N,.�";.f:�.;:r"'',,Ir��, � ::�":f?:'; , - 17,CONTRACTOR TO VERIFY AMIN.SOIL BEARING CAPACITY OF 20 LB./SF . . . . : , , .., :.. ,I , . . . ..�l H",I . I ". ,:.-::1: ,%'t-; .;:, CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF F'C,AS SHOWN IN TABLE R4012.CONCRETE SUBJECT TO . ., A�,. ,* . .. % 00 5)EIGHTY POUNDS PER SQUARE FOOT FOR 8-INCH-THICK MASONRY WALLS R310.2 2 WINDOW SILL HEIGHT. ..!�IN . ,,�k`)jl 'iH."! �. fii.P: _ At��,!",,,!;:; ".:�.)�"1, I .I t it :A:,f�,t,,.f:.' ... I 'i t . A(C; , , -% �;::,. .:!!::(,!,f",J� .�, '.. . . .I : . . . . . A .. : , I , . .. ;I .1 i I -,.-NS,,�-*l_`-.'t , ;,,"',*.:�'-,I�.1%1 ; �,..:,..\."",: :��,.�,�,!:.:�",::.,�l....'I . ... it .. I 'I... . I . .. .. ,tw,;�:fmi 1: . :l't,",:):.*1:Ni�-. 'r :-N,(,i:��-,;",,-,!;;l: ;;��,."^,:.�,�:_,.J,f_ 18 ALL CONCRETE TO BE 2000 PSI.(3500 FOR GARAGES)28 DAY TEST. MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(l)SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2.THE , 6)EIGHTY-FIVE POUNDS PER SQUARE FOOT FOR 6-114CH-THICK CONCRETE WA_LS. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING,IT SHALL HAVE A SILL HEIG14T OF NOT MORE THAN MAXIMUM WEIGHT OF FLY ASH,OTHER POZZOLANS,SILICA FUME,SLAG OR BLENDED CEMENTS T14AT IS INCLUDED IN CONCRETE !";�::6:: :f,i"%�: :,%,,� ;.:;"�,%t"'I't,i"::,I::::i.,,i,-.,.�j,�:,*; ",�;r,� 7)TEN POUNDS PER SQUARE FOOT FOR SIP WALLS. 44 INCHES ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE,IT SHALL BE PROVIDED WITH A WINDOW WELL IN MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES,CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING - . ,it I i .I.!".�(Af, PROVIDE 5/8"O ANCHOR BOLTS SPACED 39"0 C. ; �*, ,;l;;l;%�. ACCORDANCE WITH SECTION R310.2.3. ': .. , ANCHOR BOLTS SHALL ALSO BE LOCATED WITHIN 12"FROM THE ENDS OF EACH PLATE Wl 3"SQ.WASHER AND MIN,T'EMBEDMENT � . . CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGH I-OF CEMENTITIOUS MATERIALS SPECIFIED IN SECTION 19.3.3.4 .CHAI'T1,,'R 9 RO0I-'A,'Nh'A4BL11-,'S INTO P.C.FOUNDATION 1)ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER SQUAREFOOT(I 190 PA)SHALL BE PERMITTED PROVIDED THAT THE OF ACT 318.MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED R903.1 GENERAL. 19.NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. WALL BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE WITH TABLE R602.10.3(4). R 311 6 HALLWAYS, IN CHAPTERS 19 AND 20 OF ACT 318 OR ACI 332, 20 THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CERTIFICATES. THE WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH 2)LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS THE PROVISIONS OF THIS CHAPTER,ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS CODE ANDTHE 2 1.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING RESIDENCE AND CONTENTS R701 I AND R703. R403.1.4 MINIMUM DEPTH, APPROVED MANUFACTURERS INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE, AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. 3)FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER 10. R311 7 STAIRWAYS. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12 INCHES(305 MMI,RELOW THE UNDISTURBED GROUND SURFACE.WHERE 22.THE DRAWINGS ARE NOT TO BE SCALED-FOLLOW DIMENSIONS ONLY. R31 1.7.1 WIDTH. APPLICABLE,THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.14.2 R903,2 FLASHING. 23.NO CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND APPROVAL OF THE ARCHITECT/ENGINEER SEC77ON R3021,7RI,'-Rl-',�l.';7�4N7'('ON,1;7R[]('770,%I STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND FLASHING SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN OF RECORD. ::�!C : 1 ":i i;;,,*,f �;.,".; BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 FNCHES ON EITHER SIDE OF THE STAIRWAY COPINGS,THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS 24.TECO DETAILS SHOWN TO COMPLY WITH NEW YORK BUILDING CODE. . . '. �,:� R403.1.4.1 FROST PROTECTION . I R , , . CONSTRUCTION,PROJECTIONS,OPENINGS AND PENETRATIONS OF EXTERIOR WALLS OF DWELLINGS AND ACCESSORY BUILDINGS SHALL AND THE CLEAR WIDTH OF THE STAIRWA) AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT EXCEPT WHERE OTHERWISE PROTECTED FROM FROST,FOUNDATION WALLS,PIERS AND OTHER PERMANENT SUPPORTS OF BUILDINGS THROUGH THE ROOF PLANE. 25.ALL WOOD FRAMING,INCLUDING JOISTS,BEAMS,POSTS,STUDS ETC,TO BE LESS THAN 31-1/2"INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH AND STRUCTURES SHALL BE PROTECTED FROM FROST BY ONE OR MORE OF THE FOLLOWING METHODS: HEM FIR LARCH,GRADE#2 OR BETTER @ fb--850 PSI with E=LAX 10 COMPLY WITH TABLE R302.1(1)�OR DWELLINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN SIDES 1)EXTENDED BELOW THE FROST LINE SPECIFIED IN TABLE R3012(l). R903.2.1 LOCATIONS. "X 6"ACQ LUMBER ACCORDANCE WITH SECTION P2904 SHALL COMPLY WITH TABLE R302.1(2), . .1. ;" . 26.WOOD SILLS TO BE 2 .1 .. . .:,;" 2)CONSTRUCTED IN ACCORDANCE WITH SECTION R403 3 FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS,WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION 27,ALL HEADERS TO BE SUPPORTED BY(2)2"X 4"POSTS TYPICAL.OR AS NOTED ON PLAN 1)WALLS,PROJECTIONS,OPENINGS OR PENETRATIONS IN WALLS PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE R311 7 2 1 fEADROOM. 3)CONSTRUCTED IN ACCORDANCE WITH ASCE 32. AND AROUND ROOF OPENINGS.A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EA',E OF A SLOPED 28.PROVIDE DOUBLE HEADER AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS SEPARATION DISTANCE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING 4)ERECTED ON SOLID ROCK. ROOF INTERSECTS A VERTICAL SIDEWALL.WHERE FLASHING IS OF METAL,THE METAL SHALL BE CORROSION RESISTANT WITH A RUNNING PARALLEL TO SAME. 2)WALLS OF DWELLINGS AND ACCESSORY STRUCTURES LOCATED ON THE SAME LOT. THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. EXCEPTIONS- THICKNESS OF NOT LESS THAN 0.0 1 9 INCH(NO.26 GALVANIZED SHEET). 29.BRIDGING TO BE EITHER SOLID OR 18 ga CROSS BRIDGING NOT EXCEEDING 8'O C 3)DETACHED TOOL SHEDS AND STORAGE SHEDS,PLAYHOUSES AND SIMILAR STRUCTURES EXEMPTED FROM PERMITS ARE NOT REQUIRED R311 7.5 STAIR TREADS AND RISERS, 1)PROTECTION OF FREESTANDING ACCESSORY STRUCTURES WITH AN ARE,OF 600 SQUARE FEET OR LESS,OF LIGHT-FRAME 30 THE TOP AND BOTTOM OF JOISTS MAY BE NOTCHED-NOT TO EXCEED 2".NO TO PROVIDE WALL PROTECTION BASED ON LOCATION ON THE LOT.PROJECTIONS BEYOND THE EXTERIOR WALL SHALL NOT EXTEND CONSTRUCTION,WITH AN EAVE HEIGHT OF 10 FEET(3048 MM)OR LESS SHALL NOT BE REQU R903,2.2 CRICKETS AND SADDLES. OVER THE LOT LINE R311.7.5.1 RISERS. ]RED NOTCHING AT MIDDLE 1/3 OF SPAN. 3 1.ALL WOOD TO BE KEPT BACK 2"FROM CHIMNEYS. THE RISER HEIG14T SHALL BE NOT MORE THAN 8-1 4 INCHL'S.THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF TH AN ARI-4,OF 400 SQUARE FEET OR LESS,OF OTHER THAN LIGHT-FRAME WIDE AS MEASURED PERPENDICULAR TO THE SLOPE.CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME 32.ALL CONCRETE HAUNCH FOOTINGS TO HAVE 2 95 REBAR REINFORCING RODS. 2)PROTECTION OF FREESTANDING ACCESSORY STRUCTURES wi A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES(762 MM) 4)DETACHED GARAGES ACCESSORY TO A DWELLING LOCATED WITHIN 2 FEET OF A LOT LINE ARE PERMITTED TO HAVE ROOF EAVE CONSTRUCTION,WITH AN EAVE HEIGHT OF 10 FEET OR LESS SHALL NOT BE i�EQUIRED. MATERIAL AS THE ROOF COVERING. PROJECTIONS NOT EXCEEDING 4 INCHES THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED TFIF SMALLEST BY MORE 3)DECKS NOT SUPPORTED BY A DWELLING NEED NOT BE PROVIDED WITH FOOTINGS THAT EXTEND BELOW THE FROST LINE. 33.THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE(EXCLUDING SLABS)SHALL BE DAMP PROOF AS PER 2015 IRC THAN 3/8 INCH.RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT 5)FOUNDATION VENTS INSTALLED IN COMPLIANCE WITH THIS CODE ARE PERMITTED. MORE THAN 30 DEGREES(0.51 PAD)FROM THE VERTICAL.OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE FOOTINGS SHALL NOT BEAR ON FROZEN SOIL UNLESS THE FROZEN CONDITION IS PERMANENT R905.1.1 UNDFRLAYMENT, 406�1&406.2 :,�:-,;::%�.,�,'jjj r 1�;r... ..�;:,; f"! �:<,%:;.il':l;,1,:;. �:::t.: THAN 30 INCHES, 34 FIREPLACE FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES, . UNDERLAYMENT FOR ASPHALT SHINGLES,CLAY AND CONCRETE TILE,METAL ROOF SHINGLES,MINERAL-SURFACED ROLL ROOFING, 35 PROVIDE CRAWL SPACE VENTS AS PER 2015 IRC 408 1 ., I .1 , I I ��-''.;:..::�,'�:;: .":". I .I .. %.". 1. - I . AS MEASURED VERTICALLY,TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER SPHERE. SEC77ON R404 I-OUNIM TION ANI)RA'YAINING WAI IS SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES,WOOD SHAKES AND METAL ROOF PANELS SHALL CONFORM TO THE APPLICABLE 36.FOR ALL 4"POURED CONCRETE SLABS,PROVIDE 6"X 6" TOGA WWM OVER 6 MIT,POLYETHYLENE VAPOR BARRIER OVER 6"WELL OPENINGS AND PENETRATIONS THROUGHTHE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN R4'04 I CONCRETE AND MASONRY FOUNDATION WALLS STANDARDS LISTED IN THIS CHAPTER.UNDERLAYMENT MATERIALS REQUIRED TO COMPLY WIT14 ASTM D 226,D 1970,D 4869 AND D 6757 ACCORDANCE WITH SECTIONS R302.5 I THROUGH R302.5 3. R311.7 5 2 TREADS. CONCRETE FOUNDATION WALLS SHALL BE SELECTED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R404 1.3. SHALL BEAR A LABEL INDICATING COMPLIANCE TO THE STANDARD DESIGNATION AND,IF APPLICABLE,TYPE CLASSIFICATION COMPACTED FILL. - , � :'fl:�::�1, :� i�,, THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES.THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE MASONRY FOUNDATION WALLS SHALL BE SELECTED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R40�4 I'.1. INDICATED IN TABLE R905 LI(l).UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2).UNDERLAYMENT SHALL 37.AT LEAST ONE SINGLE STATION SMOKE DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTION R 314&R 315,IN ;,.,:;:: .;1:, ;i :�; . . 11 VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE.THE BE ATTACHED IN ACCORDANCE WITH TABLE R905.1.1(3). EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA AND ON EACH STORY-INTERCONNECTED AND HARD WIRED . I . :, . OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.OTHER GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3 18 INCH. R404�1.3 3.1 COMPRESSIVE STRENGTH 38.PROVIDE AT LEAST ONE EGRESS WINDOW IN EACH ROOM,EXCEFIFKITCHENS,BATHS AND BOILER ROOMS WITH A MINIMUM OPENINGS BE FWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESSTHAN 131 INCHES(35 MM)IN THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE,F'C,SHALL COMPLY WITH SECTION R402.2 AND SHALL BE NOT LESS EXCEPTIONS: OP I ERABLE AREA OF 5 SQ FT.ON GRADE LEVEL AND 5 7 SF ON UPPER LEVELS WITH A MIN OPENING FIT OF 24"AND A MIN WIDTH OF EQUIPPED WITTI A SELF-CLOSING DEVICE. 20' .A SILL OF NOT MORE THAN 44"ABOVE FLOOR THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13 8 INCHES(35 MM)THICK,OR 20-MINUTE FIRE-RATED DOORS, R311.7,5.2 I WINDER TREADS. THAN 2,500 PSI(I 7.2 MPA)AT 28 DAYS IN BUILDING,',ASSIGNED TO SEISMICDFSIGN CATEGORY A,B OR C AND 3000 PSI(20.5 MPA)IN 1)AS AN ALTERNATIVE,SELF-ADHERING POLYMER-MODIFIED BITUMEN UNDERLAYMENT COMPLYING WITH ASTM D 1970 INSTALLED IN 39.GLAZING IN DOORS,SHOWER DOORS AND ENCLOSURES SHALL BE SIZED AND CONSTRUCTED OF MATERIALS AS TO MINIMIZE THE WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES MEASURED BETWEEN THE VERTICAL PLANES OF THE BUILDINGS ASSIGNED TO ACCORDANCE WITH BOTH THE UNDERLAYMENTMANUFACTURERS AND ROOF COVERING MANUFACTURERS INSTRUCTIONS FOR THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENTTHAT THE GLAZING IS BROKEN OR DAMAGED AS PER 2015 IRC R-308 ll,.:-%� .�7 i:�t : ;,:� ::.,%1:f;, FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALK LINE WINDER TREADS SHALL HAVE A TREAD SEISMIC DESIGN Category DO,DI or D2. DECK MATERIAL,ROOF VENTILATION CONFIGURATION AND CLIMATE EXPOSURE FOR THE ROOF COVERING TO BE INSTALLED,SHALL BE .' 11 I .. �� DEPTH OF NOT LESS THAN 6 INCHL'S AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR.WITHIN ANY FLIGHT OF STAIRS,THE PERMITTED 40.ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY THE 2015 IRC.CAST IRON PIPE SHALL DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BF. LARGEST WINDER TREAD DEPTH AT THE WALK LINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY MORE THAN 3/8 INCH. R405 2 2 VAPOR RETARDER. 2)AS AN AL FERNATIVE,A MINIMUM 4-INCH-WIDE(I 02 MM)STRIP OF SELF-ADHERING POLYMER-MODIFIED BITUMEN MEMBRANE CONFORM WILL,LOCAL CODE REQUIREMENTS AND I IAVE APPROVED CLEAN OUTS AND JOIN FS. CONSTRUCTED OF A MINIMUM NO 26 GAGE SHEET STFFL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE CONSISTENTLY SHAPED WINDERS AT THE WALK LINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR A 6-MIL-THICK POLYETHYLENE VAPOR RETARDER SHALL BE APPLIED OVER THE POROUS LAYER WITH THE BASEMENT FLOOR COMPLYING WITH ASTM D 1970,INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS FOR THE DECK MATERIAL. GARAGE, TREADS AND DO NOT HAVE TO BE WITHIN 318 INCH OF THE RECTANGULAR TREAD DEPTH CONSTRUCTED OVER THE POLYETHYLENE. SHALL BE APPLIED OVER ALL JOINTS IN THE ROOF DECKING.AN APPROVED UNDERLAYMENTFOR THE APPLICABLE RO(F COVERING FOR :��.:l.: !;:!;;-:� : ; ,:" !._�� MAXIMUM ULTIMATE DESIGN WIND SPEEDS,VULT,LESS THAN 140 MILES PER HOUR SHALL BE APPLIED OVER THE ENITIT`,�",ROOF OVER THE � .:t- .! .: , R311.7.6 LANDINGS FOR STAIRWAYS. R406 I CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. 4-INCH-WIDE MEMBRANE STRIPS. PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302,6 SHALL BE PROTECTED AS REQUIRED BY R302.1 1,ITEM 4 THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOT70M OF EACH STAIRWAY,THE WIDTH PERPENDICULAR TO THE DIRECTION EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED,FOt-!� )ATION WALLS THAT RETAIN EARTI I AND ENCLOSE INTERIOR R905 1 2 ICE BARRIERS I. . .1 I It I : I 1 . I . I OF TRAVEL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED.LANDINGS OF SHAPES OTHER TITAN SQUARE OR SPACES AND FLOORS BELOW GRADESHALL BE DAMPPROO"FED FROM THL HIGHER OF(A)THE TOP OF THE FOOTING OR(B)6 INCHES(15-1 IN AREAS WHERE THERE HAS BEEN A HISTORY OF]CE FORMING ALONG THE EAVES CAUSING A BACKUP OF WATER AS D-SIGNAI ED IN :, :l; ;:,_.;�, 1'.1'', ::,: l.,: :-! . :; : RECTANGULAR SHALL BE PERAITTED PROVIDED THAT THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS THAN THAT OF MM)BELOW THE TOP OF THE BASEMENT FLOOR,TO THE FINISHED GRADE' MASONRY WALLS SHALL HAVE NOT LESS THAN 3�8 INCl'i " THE GARAGE SHALL BE SEPARATEDAS REQUIRED BYTABI E R302 6 OPENINGS IN GARAGF WALLS SHALLCOMPLY WITH Sr.CL-ION R302 5 A QUARTER CIRCLE WITH A R kDIUS EQUALTO THE REQUIRED LANDING WIDTH.W14ERE THE STAIRWAY HAS A STRAIGHTRUN,THE DEPTH PORTLAND CEMENT PARGING APPLIEDTOTHE EXTERIOR OF THE WALL ri]LP,�R(�INGSfIALLBEI)AMPPROOFEDINACCORI)ANCFWII'H TABLER3012(l).AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES,METAL ROOF SHINGLES.MINERAL-SUR'ACED ROLL - IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES - A TTACHM EN T OF G YPSUM BOAR 1)SI IALL COMPL Y WITH I A HLE R'702 3 5 THE WALL SEPARATION PROVISIONS OF TABLE R302 6 Sl IALL NOT ONE OF THE FOLLOWING ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST CF NOT FEWER ,A�PPL,YTOCiARA('rF.WAL.I.S'r]IA*f ARE PERPENDICULA R TOTH I-.A DJACFNTDWEL LING UNIT WALL. 1-*V('[,,*[,Y'IOAI:A[,'I,OOROI?I..ANI)�'N(;I,�N07'Rl.'Qfflf?l,.'])AT7�Fll;'7'01'0I'ANIN7'1�"Rl()1?1,7.1(;HY'f)]-'S7,411?,,;.I�%"('I,ti'I)IA'(;S7All?��;IiVANI,"V('1.0,1;1,,'I) 1)BITUMINOUS COATING THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A SFLF-ADHFRING POLYMER-MODIFIED BITUMEN SPEET SHALL BE :�..i, ,1 , �%; :�.�!,;,,1:�,,';:., :,:;:. 6ARAUl,-',PROVIDED THATA D6')R I)OL'SNOTSIVINU OVER THI,STAIRS. 2)THRFE POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT. USED IN PLACE OFNORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST FDGES OF ALL ROOF SURFACES TO A POINTNOT LESS . . I . I . . I THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OFTHE BUILDING,ON ROOFS WITH SLOPE EQUAL TO OR GREATERTHAN 8 UNITS ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL.HAVE WALLS,UNDER-STAIR SURFACE AND ANY SOFFITS PROTEcTED ONTHE R311 7.8 HANDRAILS. 3)ONE-EIGHTH-INCH COA I`OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C 897, VERTICAL IN 12 UNI FS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES MEASUREDALONG THE ROOF ENCLOSED SIDE WITH 1,2-INCH GYPSUM BOARD I IANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITT I VOU'R(4)OR 4)ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406 2 SLOPE FROMTHE EAVE EDGE.OF THE BUILDING MORE RISERS, 5)OTHER APPROVED METHODS OR MATERIALS " '; :: : :;,; ;;:t;, : - R905.2 ASPHALT SHINGLES. ..,.,: .: . ,, . ''. : :; EXCEPTION.PARGING OF UNIT MASONRY WALLS IS NOTREQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATIONTOTHE I IN COMB USTIBI.IS CONS1 RUCTION,FIREBLOCKING SHALL BE PROVIDED TOCUTOFFBOTH VERTICAL AND HORIZONTAL CONCEALED R311.7.8.1 HEIGHT. MASONRY. THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITHTHE PROVISIONS OF THIS SECTION, DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETAVEEN STORIES,AND BETWEEN A TOP STORY ANDTHE ROOF SPACE. HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING TtfE TREAD NOSING,OR FINISH SURFACE OF RAMP CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OFTHE LISTED DAMPPROOFING MAI'ERIALS OR ANY ONE OFTHE � FIREBLOCKING SHALL RE PROVIDED IN WOOD-FRANIED CONSTRUCTION IN THE FOLLOWING LOCATIONS- SLOPE,SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES WATERPROOFING MATERIALS LISTED IN SECTION R406 2 TO THE EXTERIOR OF rHE WALL. . � 1)IN CONCEALED SPACFS OF STUD WALLS AND PARI ITIONS,INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS R311.7 9 ILLUMINATION, R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING R905.2 2 SLOPE. I I VERTICALLY AT THE CEILING AND FLOOR LEVELS. STAIRWAYS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.7. IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(2:12)OR GRFATER FOR 1.2.HORIZONTALLY ATINTERVALS NOT EXCEEDING;i 0 FEET R303.�INTERIOR ST41RIVAYILLUAIINATION. WALLSTHAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(2.12)LIP-TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4:12), OF(A)THE TOP OF THE FOOTING OR(B)6 INCHES(I 52 MM)BELOW THE TOP OFTHF BASEMENT FLOOR,TO THE FINISHED GRADE.WALLS DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 1, 2)AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS.THE LIGHT SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. COVE CEILINGS. SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGSTO LEVELS OF NOTLESS THAN I FOOT-CANDLE(I I LUX)AS 1)TWO-PLY HOT-MOPPED FELTS 3)IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RIJN ENCLOSED SPACES UNDER STAIRS SHALL MEASURED AT THE CENTER OF TREADS AND LANDINGS.THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE R905 2.5 FASTENERS. COMPLY WITH SECTION R302.7. LIGHT-SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS 2)FIFTY-FIVE-POLTND ROLL ROOFING. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 4)AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES ATCEILIM3 AND FLOOR LEVEL,WITH AN APPROVED MATERIALTO R303.8 l,X7L'RIOR S7AIRWA Y ILLIJAIINA TION. 3)SIX-MIL POLYVINYL CHLORIDE L2-GAGE[0,105 INCH(3 MM)j SHANK WITH A MINIMUM 18-INCH-DIAMETER HEAD,COMPLYING WITH ASTM F 1667,OF A LENGTH TO RESISTTHE FREE PASSAGE OF FLAMEAND PRODUCTS OF COMBUSTION. T-HE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. 4)SIX-MIL POLYETHYLENE. PENETRATE THROUGH THE ROOFING MATERIALS AND NOT LESS THAN 3A INCH INTO THE ROOF SHEATHING.WHERE THE ROOF REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN 5)FORTY-MIL POLYM'ER-MODIFIED ASPHALT SHEATHING IS LESS THAN 1:4 INCH THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING 5)FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION R100319. ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OFTHF STAIRWAY. 6)SIXTY-MIL FLEXIBLE POLYMER CEMENT. CHA)'TT'R 10 CHIALN"hTS AND 14RAPIACh'S - . 6)FIREBLOCKING OF CORNICES OF A TWO-FAIAILY DWELLING IS REQUIRED ATTHE LINE'OF DWELLING UNIT SEPARATION, R31 1.8 RAMPS. 7)ONE-EIGHTH-INCH(3 MM)CEMENT-BASED,FIBER-REINFORCED,WATFRPRCX)F COATING. RIOOI.10 HEARTH EXTENSION DIMENSIONS. R302.12 DRAFTSTOPPING. R311.8.1 MAXIMUM SLOPE. 8)SIXTY-MIL SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER HEARTH EXTENSIONS SHALL EXTEND NOT LESS THAN 16 INCHES IN FRONT OF AND NOT LESS THAN 8 INCHES BEYOND EACH SIDE OF THE IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A RAMPS SERVING THE EGRESS DOOR REQUIRED BY SECTION R311.2 SHALL HAVE A SLOPE OF NOT MORE THAN I UNIT VERTICAL IN 12 UNITS ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SFALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. FIREPLACE OPENING WHERE THE FIREPLACE OPENING IS 6 SQUARE FEET OR LARGER,-THE HEARTH EXTENSION SHALL EXTEND NOT LESS FLOOR-CEILING ASSEMBLY,DRAFTSTOPS SHALL BE INSTALLUD SO THAT THE AREA OF THE HORIZONTAL(8.3-PERCENT SLOPE).ALL OTHER RAMPS SHALL HAVE A MAXIMUM SLOPE OF I UNIT VERTICAL IN 8 UNITS HORIZONTAL(12 5 THAN 20 INCHES IN FRONT OF AND NOT LESS T14AN 12 INCHES BEYOND EACH SIDE OF THE FIREPLACE OPENING. CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO PERCENT). R408.1 VENTILATION. APPROXIMATELY EQUAL.AREAS WHERE-THE ASSEM13LY IS ENCLOSE[)BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING(EXCEPTSPACE RIOOI I I FIREPLACE CLEARANCE. BELOW,DRAFTSTOPPING SHALL BE PROVIDED IN FLCOR-CFILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: SAT'TION R312 GUARDSAArl)WINDOW I-ALL PROTI.,.'CTION OCCUPIED BY A BASEMENT)SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS THE MINIMUM WOOD BEAMS,JOISTS.STUDS AND OTHER COMBUSTIBLE MATERIAL SHALL HAVE A CLEARANCE OF NOT LESS THAN 2 INCHES FROM THE 1)CEILING IS SUSPENDED UNDER THE FLOOR FRAMING, R312.1 GUARDS. NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN I SQUARE FOOT FOR EACH 150 SQUARE FEETOF UNDER-FLOOR SPACE FRONT FACES AND SIDES OF MASONRY FIREPLACES AND NOT LESS THAN 4 INCHES FROM THE BACK FACES OF MASONRY FIREPLACES.THE AREA,UNLESS THE GROUND SURFACE IS COVERED BY A CLASS I VAPOR RETARDER MATERIAL.WHERE A CLASS I VAPOR RETARDER AIRSPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIREBLOCKING IN ACCORDANCE WITH SECTION RIOOLI2. 2)FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4 MATERIAL IS USED,THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN I SQUARE FOOT FOR EACH 1,500 R312 I I WHERE REQUIRED. SQUARE FEET OF UNDER-FLOOR SPACE AREA.ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE R 1003 9 TERMINATION. SECTIONR303LIGHT, Vf-.',,�'7'11AI70,VANI)Iil�.'.477N(; GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED BUILDING. MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM) CHIMNEYS SHALL EXTEND NOT LESS THAN 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN I 0 FEET,BUT SHALL BE NOT LESS R303.1 HABITABLE ROOMS HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. THAN 3 FEETABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GI AZING AREA OF"NOTLESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. R312.1.2 HEIGHT. R408.4 ACCESS. ' NATURAL VENTILATION SHALL BETHROUGH WINDOWS,SKYLIGf ITS,DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS ACCESS SHALL BE PROVIDED TO ALI,UNDER-FLOOR SPACES.ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 R 1 003,9 1 CHIMNEY CAPS. INCHES B Y 24 1 NC H ES(45 7 M M B Y 6 1 0 MM).OPENINGS THRO UGH A PE R IMETER WALL SHALL BE NOT LESS THAN 16 INCHES B Y 24 INCHES MA SONRY C H I MN E YS SH AL L HAVE A CONCRETE,M ETAL OR STONE CAP,A DRIP EDGE AND A CAULKED BOND BREAK AR OUND ANY FL UE OUTDOOR A I R.SUCH OPEN I NGS SHAL L BE PROV I DE D W ITT f R EA DY ACC ESS OR S HA L L OTHERW I S E B E REA DI L Y CONTROLLA B L E B Y TH E THAN 36 INCHES IN 14EIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE (407 MM BY 6 10 MM).WHERE ANY PORTION OF THE THROUGH-WALL ACCLSS IS BELOW GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BUILDING OCCUPANTS ]'HE OPENABLE AREA TOTHE OUTDOORS SHALL 13F NOT LESS THAN 4 PERCENT OF THE FLOOR AREA BEING LEADING EDGES OF THE TREADS. CE WITH ASTM C 1283.THE CONCRETE,METAL OR STONE CAP SHALL BE SLOPED TO SHED WATER. VENTILATED BY 24 INCHES(407 MM BY 6 10 MM)SHALL BE PROVIDED.THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE THRESHOLD OF THE EXCEPTIONS- ACCESS OPENING THROUGH WALL ACCESS OPENINGS SHALL NOTBE LOCATED UNDER A DOOR TO THE RESIDENCE.SEE SECTION 1)THE GLAZED AREAS NEED NOT BE OPENABLE WHERETI Ili OPENING IS NO`I'RF0UIRED BY SECTION R3 I 0 AND A WHOLE-HOUSE Sh'CTION R314 SMOKEALARMS M 1305.1.4 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. R 1003.18 CHIMNEY CLEARANCES. MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION M 1507. R314.1 GENERA,L ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314 R408.7 FLOOD RESISTANCE SHALL HAVE A MINIMUM AIRSPACE CLEARANCE TO COMBUSTIBLES OF 2 INCHES.CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR 2),rHE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION I IS SATISFIED AND ARTIFICIAL,LIGHT IS PROVIDED THAT R314.1.1 LISTINGS. FOR BUILDINGS LOCATED IN FLOOD HAZARD AREAS AS ESTABLISHED INTABLE R301 2(l): WALLS OF THE BUILDING,INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE,SHALL HAVE A MINIMUM AIRSPACE IS CAPABLE OF PRODUCING AN AVERAGE ILL UMINATION OF 6 FOOTCANDLES(55 LUX)OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 - CLEARANCE OF I INCH.THE AIRSPACE SHALL NOT BE FILLED,EXCEPT'ro PROVIDE FIRE BLOCKING IN ACCORDANCE WITH SECTION INCHES ABOVETHE FLOOR LEVEL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217,COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE 1)WALLS ENCLOSING THE UNDER-FLOOR SPACE SHALL BE PROVIDED WITH F LOOD OPENINGS IN ACCORDANCE WITH SECTION R322.2.2. R 1003.19. . 3)USE OF SUNROOM AND PATIO COVERS,AS DEFINED IN SECTION R202.SHALL BE PERMITTED FOR NATURAL VENTILATION IF IN EXCESS LISTED IN ACCORDANCE WITH UL 217 AND UL 2034� 2)THE FINISHED GROUND LEVEL 01;THE UNDER-FLOOR SPACE SHALL BE FQLJAL TO OR HIGHER T14AN THE OUTSIDE FINISHED GROUND OF 40 PERCENTOF THE EXTERIOR SUNROOM WALLS ARE OPEN.OR ART,"ENCLOSED ONLY BY INSECT SCREENING. R314.2 WHERE REQUIRED. LEVEL ON AT LEAS"r ONE SIDE, . SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION, EXCEPTION:UNDER-FLOOR SPACES THAT MEET THE REQUIREMENTS OF FEMA TB I I-1. CHAPTI:7?13(;ENh,"RALA4E'CHANICAI SYSTEM Rhpullu,�'All,wls - R303.3 BATHROOMS, R314.3 LOCATION. M 1 305 1.1 FURNACES AND AIR HANDLERS. SMOKE ALARMS SHA,LL BE INSTALLED IN THE FOLLOWING LOCATIONS: FURNACES AND AIR HANDLERS WITHIN COMPARTMENTS OR ALCOVES SHALL HAVE A MINIMUM WORKING SPACE CLEARANCE OF 3 BATHROOMS,WATER CLOSETCOMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN INCHES(76 MM)ALONG THE SIDES,BACK AND TOP WITH A TOTAL WIDTH OF THE ENCLOSING SPACE BEING NOT LESS THAN 12 INCHES(305 WINDOWS OF NOT LESS THAN 3 SQUARE FEE r,ONE-HALF OF WHICH MUST BE OPENABLE. I)IN EACHNEEPING ROOM. CHAPThR 5 P'LOORS MM)WIDERTHANTHE FURNACE OR AIR HANDLER.FURNACES HAVING A FIREBOX OPEN TO fHE ATMOSPHERE SHALL HAVE NOT LESS EXCEPTION:THE GLAZED AREAS SHALL NOTBEREQt IRED Wl JERF ARTIF ICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. 2)OUTSIDE EACHSEPARA TESLEEPING AREA LN THEIMMEDIA TEVIONITY OYTHE'BEDROOAN. R501.2 REQUIREMENTS THAN A 6-INCH(I 52 MM)WORKING SPACE ALONG THE FRONT COMBUSTION CHAMBER SIDE.COMBUSTION AIR OPENINGS AT THE REAR OR THE MINIMUM LOCAL EXHAUSTRATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION M1507.EXHAUST AIR FROM THE SPACE 3)0A'EACH ADDITIONALSTORY Ol-'THE DWELLING,INCLUDING BASPMENnSAND HAH17ABLE A T-TICS AND NOT INCLUOING FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF SIDE OF THE COMPARTMENT SHALL COMPLY WITH'THE REQUIREMENTS OF CHAPTER 17. SHALL BE EXHAUSTED DIRECTLYTO THE OUTDOORS CRA W1.STACA'SAND UAIINHA1317ABLE ATTICS.INDWFILING.�OR DWELLING UN17S WITHSPLITLEVE'IS AND WITHOUTANINTERVENING DOOR TRANSMITTING THE RESULTING LOADSTO THE SUPPORTING STRUCTURAL ELEMENTS. :-�.k*;.:;%if'If: 'i�!i:�"i 1 `:!� ,.;;'l-.: i It!,1 .1,iii-f.*" rr)R: :.�.I%. :..",.�r l_j .. , � 1. :... .: ., : '. . : :' '�� . .; 1. .. . .11. ... I '. : . " :�_�4, "f;%li:;,\l�1%1,t��,Tl, . : . : '. . -� 1 . "::f,!.:,%.�.;,�!,�..:�,,�*:.",��,!*'':� ..�%: j ,"'!!;:"':�.f;t�f. ',;,,J:J�!.� :::: '. .. . .1, . . . . .�.- : I ", BETH'[,'I,',V7'HFAD.IA('P,'NTLEVL-L.5,A,�AIOKP-AL.4RAfIN,S�YAI,Lh'I)ONI'Hl,,'(H'1'1--RLEVEI,.�HALLStlkl-7(-I,,'I,'ORIHFAD.lA('h..N7'1.OWh-RLEVr,I It. : ..., li-`.:;�!,J."t-�,�'A.i',: ,"::�:,.";"N'5 :,��,,,.�:li�:r,:"'r."'k i�<:.%"-,�,f�: %�:,j it t;�j�:t.-,t:�;%�� N�'; e';�A;;i'i,:,%N�',` %!"',�::;�,f%%,;;1:� ;-,�O�,,�,t-*":,,%�1 .".::"itl� :�:. ''I " .. It N . -.11:1 ! ',,.,. I ;l ;. . t, 1. . _, . t . : - I R303.7 INTERIOR STAIRWAY ILLUMINATION. PROI,70ED THA TTHE LOWER LEVEY IS LESS THAN ONIFFULL,STORYBL'LOWTHE UPPER LEVhT. R502.1.1 SAWN LUMBER . ,.li:.:;'.C':i,,,:�', I '. . INTERIOR STAIRWAYS SHALL BE PROVIDED WITH ANARTIFICIAI.LIGHTSOURCE TO ILLUMINATETHE LANDINGS AND TREA_Ds.THE LIGHT 4),l;A40KI'Al,ARAfSSHALL BE INS7ALLA'D NOTLI-,',��THAN 3 1-1.'ET(914 MAI)H0RI7ON7ALLY I,'ROM THE'DOOR OR OlIENING OY SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY AND HAVE SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGSTO LEVELS OF NOT LESS THAN I FOOT-CANDLE(I I LUX)AS A BA THROOM THA T CONTAINS A 13.4 TH771H OR SHOWAR UNLA'SS THIS WOULD PRETIENT]'LACh'MENT O/-_A SMOKE ALARM RL-QUIRL-D BY SECTIO,v DESIGN VALUES CERTIFIED BY AN ACCREDITATION 13ODY THAT COMPLIES WITH DOC PS 20 IN LIEU OF A GRADE MARK,A CERTIFICATE OF M1305.1.2 APPLIANCES IN ROOMS. MEASURED AT THE CENTER OF TREADS AND LANDINGS.THERE SHALL BE A WALL.SWITCH AT EACH FLOOR LEVEL.TO CONTROL THE R314.3. INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION AGENCY MEETINGTHE REQUIREMENTS OF THIS SECTION SHALL BE APPLIANCES INSTALLED IN A COMPARTMENT,ALCOVE,BASEMENT OR SIMILAR SPACE SHALL BE ACCESSED BY AN OPENING OR DOOR LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. R314.4 INTERCONNECTION ACCEPTED. AND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LESS THAN 24 INCHES(610 MM)WIDE AND LARGE ENOUGH TO ALLOW REMOVAL EXCEPTION A SWITCH IS NOTREQOIRED WHERE REMOTE,CENTRAL OR AUTOMATIC CONTROL OF LIGHTENG IS PROVIDED. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH OF THE LARGEST APPLIANCE IN THE SPACE,PROVIDED THERE IS A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES(762 MM)DEEP EXCEPTION.OWNFIR-OCCUPIED DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE WITH SECTION E3401.2.1. SECTION R314.3,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL R502.1.1.1 PRESERVATIVE-TREATED LUMBER. AND THE HEIGHT OF THE APPLIANCE,BUT NOT LESS THAN 30 INCHES(762 MM),AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE WITH ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT.PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PRESERVATIVE TREATED DIMENSION LUMBER SHALL ALSO BE IDENTIFIED AS REQUIRED BY SECTION R317.2. THE DOOR OPEN. REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. t� .". : R303.8 EXTERIOR STAIRWAY ILLUMINATION. !,',��!'.', : ..;(:i;,it�-.::.',t.�ir.,:*f,q , , I . 1 I : . .. . - . TICS. __ - , 1 ��lii�'f�, � : .."I";':f':11�,:.:t :i*:: �.::_ rt;.,,f'tl,( : '.,',,�f,ffl ,,R4,i�;":)RH'.t�, ' I � L.VC1,1117ON:INTERCONNA'CTION OlSlvf0Kr ALARMSIN FXISTING AREASSHALL NOTBE REQUIRED WIIERE ALTT'RA TIONS OR REPAIRS DO NOT ,,,,:i �, "I t,1'.'�.'1�7�,..,.*"%:;- ..,f4�:(;:,.0:*,,,:*; I . . I .1 It. I .1 -�:i:'t:;,I EXTERIOR STAIRWAYS SHALL BE PROVIDED WITT]AN ARTIFICIAL.LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. ,:.. .. . . .., . ,� f�'�'�: , M 1 305.1,3 APPLIANCES IN AT '' ;__ .. f -11; : , . .1.- :;; t :, t� I .t. . . I EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN RESULTIN REMOVAL 0171NTrRIOR WALL OR CEILING 1,'INISHE'S EXPOMAIG THI,STRUCT11RE',UNLL'SN THERELYANAT77C,CRAWl SI'A(E OR t'::" _;� . .1'. , :�-1:i" . , t : �_;Y)`i�I:1(;`��j %i: , ,;,t:: - � !::: . ;.. -1 k . ,_-'l;:---.;,; : , ': . ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENINGANDA CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE MICHAEL ANGELONE, P.E.LLC '.... ,; _ � .,: .: !..,.�,;,��,:f ,.,: "*:;,:::.�;:!,� ,�:;.,;:,-,..!;;fl ;.,,.�,,�l�;:�,,i,'�',,'t',(.'';;��,�t,�','.,"�"-,�l,�,; � ��,.� I . ' ' . .1 I I 1. 11 ,:.t ,, , i.. , . ,� . .. . . i I I ".;,I,y,�:�,1.-:,,.,,,�:,�,:: .";.,."; : 1%;_i*�V.,�:;",:.�..!"'..�f f�`,�%rf,f�.;!..: ;;.'�;,�� : :fj;l"-��"!: "; .,.C,;:";".,.",Il�,,,: l;%.,-,(,i ;:_ -t .-.,,,,-:y�,,�-�-�"".,e ,:):� ARTIFICIAL.LIGHT SOURCE LOCATED ATTHE BOTTOM LANDING OFTHE STAIRWAY. BA,V,'MENTA VAILABLE 7HATCOULD PROVIDIFACCr,SNPOR INTTRCONNECTION H'ITHOUTTHEREA10VAL OP INTERIOR T'INL51LES. :�i-�, : - . I . : � I I .t ,. . .. I f"'10 t:r�'l A sf i, ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE,BUT NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE : , '*" . . I , I— — .111 - ; . . : I - � :,It : " , , .. . t, '. > , . . ., -I .. 1. . - R;�t.�;- - . _ -.,,,�-i��:?,�,:�,,,T:�Nf),"��; ii;�t: :::1i:1 '' . EXCEPTION OWNER-OCCUPIED DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE WITH SECTION E3401.2.1 R314 5 COMBINATION ALARMS. ;::,: ��,V b:i,.�,,t"'. :,`),,V,v:�-.� i;-%.`i.�,R,,'!;" .1 THAN20 FEET LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE.THE 4 POND PLACE ;d i", ll:�I:. .:t?: , , :i'-,f.:"i;", � 1�::: 1"t:: ,%:;;:,�:!;-, . _ ,.- _ - I I .. . f t :11 - , R V.-�%1:1 t . COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. .j�. :,-.":" j,*;;�:."..:;:I I . t,: _ -�;_, !1. .. !.�. PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 NOTLESS THAN14 INCHES WIDE.A LEVEL OYSTER BAY, N.Y. I 1 771 51- SERVICE SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE , .('7'IOArR305('],'II,IN(;Ifl,,'I(;117' ACCESS IS REQUIRED.THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE NOT LESS THAN OF 20 INCHES BY 30 INCHES,AND LARGE TEL 5 1 6-922-20'24 SHELLS ONLY INC. R305.1 MINIMUM HEIGHT. SECTION R315 CARBON MONOXIDE ALARMS R502.1.2 PREFABRICATED WOOD I-JOISTS, ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. i I HABITABLE SPACE,HALLWAYS AND PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 915 OF THE 2015 IFC AS AMENDED BY THIS SUPPLEMENT . STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN I ,,,,I,,,�' . ,��,�11 "N THAN 7 FEET.BATHROOMS.TOILET ROOMS AND LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES. 915.1 GENERAL. ,DANCE WITH SECTIONS9 15.Ll ACCORDANCE WITH ASTM D 5055. -_ .1,l/c � ,., N� HOME IMPROVEMENTS CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN NEW BUILDINGS IN ACCOP R502.1.3 STRUCTURAL GLUED LAMINATED TIMBERS. SEC77ON Afl502 CLOTHESDRYER EXHAUST i,��I I .I 1,(_)_% � Sh'CIION R308 61,47LY0 THROUGH 915.6.CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN EXISTING BUILDINGS IN ACCORDANCE WITH SECTION 1103.9. M1502.1 GENERAL, f�,I_ ,��, �-\ 355 SUNRISE HWY - � � . , R308A 14AZARDOUS LOCATIONS 915,1.1 WHERE REQUIRED. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS lEQUIRFD IN ANSFAITC A190.1 AND ASTM D 3737. CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. i i, - I--, i,,�.1 -�l I WEST BABYLON, N.Y. 1 1 704 , ,, � �,;p PHONE (631 ) 422-9 Igo FAX (422-9313) THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH R308 4 7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS FOR CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN GROUP 1-1,1-2,14 AND R OCCUPANCIES AND IN CLASSROOMS IN GROUP E OCCUPANCIES ,. -".- If -- IN I HE LOCATIONS SPECIFIED IN SECTION 915.2 WHERE ANY OF THE CONDITIONS IN SECTIONS 915 1 2 THROUGH 915 1.6 EXIST. M 1 502 2 INDEPENDENT EXHAUST SYSTEMS. (�,�' , I " �' - � THE PURPOSES OF GLAZING. R502.3 ALLOWABLE JOIST SPANS. 1 14, . � I ;,li�, I - - ,.�%, � , " , q I ", , JPADES AND SPECIES AND FOR DRYER EXHAUSTsYsTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS AND SHALL CONVEY THE MOISTURE TO THE OUTDOORS. I,, \ �� . ,�� -1�V SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITH TABLES R502 3 1(I)AND R502.3,1(2).FOR OTHER C I '_ - , , 915.1 2 FUEL-BURNING APPLIANCES AND FUEL-BURNING FIREPLACES. 0, !�,'f,l!!',��.. : , I CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN DWELLING UNITS,SLEEPING UNITS AND CLASSROOMS OTHER LOADING CONDITIONS,REFER TO THE AWC STJR. i '... .I . . I"!'l 1-1,I,.::ill)N�s:_%, - .� I . : N�).,..,Wl,;;."' `t,�!it.�:.:,%x.?f ."jj��Fi"(:-"�.,;,il,il�- .-:%jj�;j;f .,iltl:� � % , , -��, -- . - . I . .11 : 11 .1. 1 , '!,1. . �: 1 S"It ;�(�, ,)!�`(I f'', \ , /�"_ R308.4.3 GLAZING IN WINDOWS, V � I .1 . . It . I , I I I "I � .�1.� ,l)- - --,""I.1,/� , , , , , I " ')" , - 1_,"I " I T MEFT'S ALI,OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE 915 1.3 FORCED-AIR FURNACES. R502.5 ALLOWABLE GIRDER AND HEADER SPANS. M7502.3 DUCTTERMINATION, "�. 4 .�:�";" I 1, I I OWNER GLAZING IN AN INDIVIDUAL FIXED OR OPERABLEPANI LTHA THAT CONTAIN A FUEL-BURNING APPLIANCE OR A FUEL-BURNING FIREPLACE. I / A HAZARDOUS LOCATION: -, ," , I ,,,-- -, .��,.,�,, EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING.EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE ,I, "��,,, - , I ,� ND 00 THE ALLOWABLE SPANS OF GIRDERS AND HEADERS FABRICATED OF DIMFNSIOIJ LUMBER SHALL NOT EXCEED THE VALUES SET FORTH IN , _ :, ; I)THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET. CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN DWELLING UNITS,SLEEPING UNITS A CLASSR MS "" ,'' . , I � I -1 � HAHNR -_ �-_ 2) THE BOTTOM EDGE OF THE GLAZING IS LESS,THAN 18 INCT IFS ABOVETHE FLOOR, SERVED BY A FUEL-BURNING,FORCED-AIR FURNACE. TABLES R602.7(1),R602.7(2)AND R602.7(3). WITH THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS.IF THE MANUFACTURERS INSTRUCTIONS DO NOT SPECIFY A �--,-__,Z.m��:��' 915 1.4 FUEL-BURNING APPLIANCES OUTSIDE OF DWELLING UNITS,SLEEPING UNITS AND CLASSROOMS . TERMINATION LOCATION,THE EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 FEET(914 MM)IN ANY DIRECTION FROM OPENINGS INTO BUILDINGS EXHAUST DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER.SCREENS SHALL NOT BE INSTALLED 3)THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FUOOR�AND CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN DWELLING UNITS,SLEEPING UNITS AND CLASSROOMS R507.2 DECK LEDGER CONNECTION TO BAND JOIST. AT THE DUCTTERMINATION. � RESIDENCE 4)ONE OR MORE WALKING SURFACES ARE WITHIN 36 1 NCHES,MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, LOCATED IN BUILDINGS THAT CONTAIN FUEL-BURNING APPLIANCES OR FUEL-BURNING FIREPLACES DECK LEDGER CONNECTIONS TO BAND JOISTS SHALL BE IN ACCORDANCE WITH THIS SECTION,TABLES R507.2 AND R507.2.1,AND FIGURES OF THE GLAZING, R507.2.](I)AND R507.2.i(2). FOR OTHER GRADES,SPECIES,CONNECTION DETAILS AND LOADING CONDITIONS,DECK LEDGER CONNECTIONS DETAIL SHEET - 12511 VANSTON ROAD 1 B002 CUTCHOGUE, N .Y I 1935