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HomeMy WebLinkAbout44431-Z �q�$11EFOL, CpG� Town of Southold 11/20/2020 0 P.O.Box 1179 o 53095 Main Rd y�dl �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41620 Date: 11/20/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 355 Riley Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 143.4-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2019 pursuant to which Building Permit No. 44431 dated 11/19/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: access9H garage with storage above as applied for. The certificate is issued to Demato,Paul of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au 0 ' d ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44431 Date: 11/19/2019 Permission is hereby granted to: Demato, Paul 21 Midland Dr New Hyde Park, NY 11040 To: construct accessory garage as applied for. Maintain 3' setbacks from lot lines. At premises located at: 355 Riley Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 143.-4-19 Pursuant to application dated 11/8/2019 and approved by the Building Inspector. To expire on 5/20/2021. Fees: ACCESSORY $260.00 CO -ACCESSORY BUILDING $50.00 Total: $310.00 Builds actor Form No-6 TOWN OF SOUTROLD 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 alt 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 / IDate. //— l New Construction: Old or Pre-existing Building: (check one) Location of Property: �- �I� C (tel 14TH'I4U o", /—,\/House No. Street Hamlet Owner or Owners of Property:—V41 Suffolk County Tax Map No 1000, Section Block Lot Subdivision l) 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 �..... Buildini?Department Application F AUTHORIZATION ` (Where the Applicant is not the Owner) „ OJ—O residing ati ` a •� '� Av ' (Print property owner's name) (Mailing Address) f� <,q hereby authorize 1 L6A/ C" �— (Agent) to apply on my behalf to the Southold'Building Department- s,Signature)' (Date) ' (Print Owner's Name), i • , , ` l 4 KELLYt Notary Public Sts Wvs yark ' No.01WO6100989' s �ualitied inNassau C , Commission Expire s Novaex� ;W tj k 1 f 3 a 1 h� TOWN OF SOUTHOLD BUILDING DEPT. Coy 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ Z FINAL"fTI�—' o [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [" ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - '2,v6- � lvi(A IV nint Gnzr / J .01 DATE ?-&1>C4V INSPECTOR 1 3: y 5. k - 1 �Y t , i I , � \ . . � f . > � \ � � � ; \ , � r . < a: \� \ . . \ . � . \ � � \ \ ~ :� \ < 7 � . � � � � � \ \\ ��. : � � /\ , y } ® .. . �¥, . 2 � . . � « © \ �a�:>a a . \ \\�� � � �� \ w ��� } , � wy y� z , . - w � © .«�3�® . :x .. . : . . . . . � �«� . . � . \ - d�, � . :4 � . ,` : . d � ' ��} � 2\y ' � � � y, � � » � _ � « : «.� �y .�\ \ : � , ;. f. . «c . §�y y , � .� . 2/� ° ' / . , � .���� 2 �} a /\y . . . . . �, � ,���� 2 � : ^ . i�� �� ^ ? � y;y x . /�/&� /< ° : � 4 r f 41 y Qk` S ' A�n + t ` i'n+'s �1 t cash 9i 'JI i 1 ,�1 1�• I �►�1 r1 � 1 4 I �4 tY�T 4 r 1 - I, � r h 1 i S. l� - V c6ael Sudan ® Arc6ifect V , C , . 90 Senix Ave Center Moriches, N.Y.' 11934 Phone (631)874-0568 Fax (631)874-4075 9/2/20 D Pro-ecD t' Permit#44431 SEP 1 2020 Demato Residence 355 Riley Ave BUMD G DPPT. Mattituck NY 11952 TOZ`' ?' SCTM: 1000-143-4-19 To the Town of Southold: I Michael Sudano a NY State Licensed Professional Architect completed an inspection of the foundation, framing and strapping for the detached garage, to the best of my knowledge and professional judgement, the as built garage complies with the approved construction documents and meet or exceeds all local, state building code requirements. I make this certification to the Town knowing that the Town is relying upon my inspection as a step in the landowner obtaining a Certificate of Occupancy for the structure. Veecontact me with any questions. pA5 °. 'r -636211b ..' F OF N� I 1 .FIELD INSPECTION REPORT -DATE COMMENTS FOUNDATION (IST) -41 y ------------------------------------- FOUNDATION (2ND) ROUGH FRAMING& PLUMBING H zl D INSULATION PER N.Y, H STATE ENERGY CODE VI Qf1 S FINAL ADDITIONAL COMMENTS 9 Loll � m c e o z H x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to. Disapproved a/c n Phon Expiration Q ,20 �f BuV n nspector APPLICATION FOR BUILDING PERMIT NOV ® 8 2019 Date , 20 INSTRUCTIONS key . a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 17-7e)c/c�4,-e J (Mailing address of applicant) /z-// ltf fY State whether appliclant is owner, le e, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises e4cl-t , /,Iz (As on the tax roll or latest deed) If applicant is a c9 porati , signature of duly authorized officer (Nam 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: /Q House Number Street t L� Hamlet County Tax Map No. 1000 Section f Block ( Lot ' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyS�, /� .62 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 D io,� 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. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises e_,,--1-o Address�cS�IZi C�y�9�v Phone No. Name of Architect S'e�� -s lq-,-�-F-�" 5 Address Xr6 -gr %'c,1' Phone No P. / P7 / 6/40 Name of Contractor y a ori / .,, Address:Is-6 ol Phone No. l?/- 27 a GAY 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO --� * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO � * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, 10 0 (S)He is the ��)omrtl Public.Slaie of-Nlew Yor3 (Contractor,Agent, Corporate Officer, etc.) No.GISU6I85050 Qualified in Suffolk Gouniy INnOl 1,4 5� DO,b of said owner or owners, and is duly authorized to perform or have performed the'gaid work aiid'foindke'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. Swo_ r o before y e this,�� da of `f�1 2�0, Notary Public Signature of Applicant i Scott A. Russell ,�aIDSUFFQ'r STO)RMWAT)E R, SUPERVISOR �T ( I��1[A\lam A\G IEMUEIN C' SOUTHOLD TOWN HALL-P.O.Box 1179 y" 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date T / *1. k tNAME v 'I arimi Section Lot tS13 ` ) �/ FOR BUILDING DEPARTMENT USE ONLY **** Contact Information // / ! )_ / �0 0 R.ivnm.v„mtxd Reviewed By: 66 — — — — — — — — — — — — — — — — Date- Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — Appl oved for processing Building Permit. /� /J I Stormwater Management Control Plan Not Required. �'" ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review,) FORM 4 SMCP-TOS MAY 2014 _ f Scott A. Russell ,��° STO][k-MWATJER, SUPERVISORI��1[A\lam A\G]El��][�El�( 1 �T � z SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of'Southold 0� CHAPTER 236 - STORMWA,TER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 00 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E1.y F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor.Other) S.C.T.M. #: 1000 Date _J D filet NAME C rY't r.,o Seaton Blo k Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 1Tdph-,N" bM 616 Reviewed By: — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — �5� ❑ Approved for processing Building Permit. Stormwater-Management Control Plan Not Required. ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 • _ ', _ - __" "^%d;�_..a t2+_kr,si.�-'.�•?rrzr':rr.N'. �F" ..,i-- .,ate>=y; _ __ __ _ _ t z,, 'a.�vc5_�?[.r7 a .yy;�,;"'-„•���'`'^*.'i October 28,2109 , lr�wn of Southold Building Department ti 54375 NY-25 Southold,NY 11971 To Whom It May Concern: Electricity to the garage at 355 Riley Avenue,Mattituck, NY 11952 will be disconnected prior`to demolition of the current structure. I plan to hire a licensed electrician,if or when the electricity will be restored to the newly planned st'uct' r0. Thank you. ' Paul D'emato ' ��q�•.����m�:4��.�.�s ems,���.�np - ��,� 400 Ottraeder AY-W,RNoOO"Hew York 11901 Nbl.691.7171909 W.691.9774144 Thaw WmWdpKR'hWeNtenal BgFr� Oougim E Adam,P ea?e %omal LSkjtwr w \ \1 Nobed ft,n ,A thlt"t A 11 6T O1ef 1 -SITE DATA A ar AREA_9,900 5Q.FT. \ .4 VE1 •SUBDEYCSTON-'AAPOFGEO KWMT 6DT.AnEr FOEDLO 1 '(5• nQOFF=OFT EQ.MOPSUFFOLKCOuNWON NOY.27.t9Z0 1 . ASFLIENO.LBA •WRTUAL DATUM .NA.v DATUM(1988 Do _,� ,.4CA 2 O 1 2 Mtl 1 11CA $ \ OSS%q I n Nyco` i ^ I I � SURVEYOR'S RTtFICATION •WEKREDYCERTCFYTO PAUL CEMATO THATTMSSURVEY WAS PREPARED IN ACCORDANCE WM THE CODE OF PRACTICE FOR LAND SLRVEYS AbMMBY NEW YORK OF R10FE55tONAL_ IA SURVEY 7� \ SURVEYORS. - 1aP A \11 691a 1 HOWARD W.YOUNG,NYS,LS NO 45897 = vE SURVEY FOR PAUL WMATO 1 mm PART OF LOT 7 1 +� "MAP OF GEO.H.,WM.Td D.T.AnkYt 91 at walk County,New Southold York e 9 BUILDING PERMIT SURVEY 19FIEWSURVEYODAWE7ED 1000 sacRan 143 m«`04 SEPT.09 2019 �C MAP PREPARED SEPT.Le 2019 Record of Revisions LEGEND REVrSXN DATE ..w AP a ASPHALTPAVEMENr EOP .ENEOFPAVFMOU WDF=o---o--- -WOOOFENCE 4 OUTDOOR SHOM tS • =PROPERTY LThE I CALS .CONMETEIROMMENrSer CMF v CONCREIEMONUMENTFOIMD _WSS =WOOD STATE SET 20 0 10 20 40 60 WSF o WOOD STAIE FO" WMR WATERMEIER Scale:V= 20* `n' cmzUTY POLE 708 NO 20/94127 .9l7 •ELEVMTDN DWG Z019-01U-bp 101`1 Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This,Certifacate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit big a's garage doors ine ra From:southold building department DBA:in and out contracting g P Mo Montauk Hwy The location of where work will be performed is Moriches,NY 11955-1415 PHONE:631-294-5864 FEIN:XXXXX8138 355 riley ave,matituck,NY 11745. Estimated dates necessary to complete work associated with the building permit are from November 26,2019 to December 19,2019. The estimated dollar amount of project is $0-$10,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a one person owned corporation,with that individual owning all of the stock and holding all offices of the corporation. Other than the corporate owner,there are no employees,day labor,leased employees,borrowed employees,part-time employees,other stockholders,unpaid volunteers(including family members)or subcontractors. Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) 1,alan abrams,am the President with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of petjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately'acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: HERE Date: Ezecdption,,Ce cate N'm- ber.' %ceived :2019 0 493 ° � s, . Now er��2. y. �.r.� cp1 NYS Worke>sonsation ®a>r'd. CE-200 01/2018 Certificate of Attestation of Exemption from New York State Workers' Compensation and/or d> Disability and Paid Family Leave Benefits Insurance Coverage e oR "This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit big a's garage doors ine From:southold building department DBA:in and out contracting 200 Montauk Hwy Moriches,NY 11955-1415 The location of where work will be performed is PHONE:631-294-5864 FEIN:XXXXX8138 355 riley ave,matituck,NY 11745. Estimated dates necessary to complete work associated with the building permit are from November 26,2019 to December 19,2019. The estimated dollar amount of project is $0-$10,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a one person owned corporation,with that individual owning all of the stock and holding all offices of the corporation. Other than the corporate owner,there are no employees,day labor,leased employees,borrowed employees,part-time employees,other stockholders,unpaid volunteers(including family members)or subcontractors. Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,alan abrams,am the President with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: Date: HERE ?F.A'a,.rn pibys "b' i=h^: 'vk.p .;.4 .�' "`,�fi.s}} '�..;tlr. °t�=qui .fir• ",+y.�x#day�,<x R"�lu ,�. �ik ;,^.•,y.,K. J, 4 � k;f'i:�°�. �s.,;_.c e bei25 26,19=, "=R J ,'e;..` '..-� jrs%, t* tf`�<•.s-;R•ria .,,1.�.�:•'�h`° .'y,''.�%•'s•) '.79' - ,�a`; Yc3` a�r"i, ' `r ,;•�+`'` �Co ' .r" �,r'r" _,n"-'.=:�5�,r'; fi ,y', `�1; '' rdr;"• ra"�fei., ,•> kxtrF. °: u-;. ,. - >ro :< p . `NS:.�Vor s 4 n'sation o_ar '",t�«"Y".,y_ Rs'tibv,'Ois�s, '�"+"aV,�" v`.t';t� fr°,yid,`-a""ti:"ud"Y�''»x:+a;J..'^'x `e'r;'4 �t +k' v-,tX.e:'� ^•=aS�x, rr ,M *�`'+rr �kr' �"�`7',f,,2w.,,,,�.,a "a�"dr`,�'S.✓`m k �' ` ;.' .`a"s. " :« ,"f,{K v `r 't r•,;i,,•; 'z;�'i"!,"i;,•a�"- , *,rte:,, J"", + s;fix>„s?'`'>`,*:'S.' syi""-y -2o-.'.":°r ,'Y',+t _ "' n ,i ?`,�,?E;: r, -+.'.' .�^ v .- •:iv si'Sl-- .'.,,„ ..*: Mrd ""'r.,":rJs�^�'�r"*.GF r'•;;+`. ..r•.3`�•`h_1;`%'•'sq.,,.b'v'�,•,.•'f.� a�ta1„� CE-200 01/2018 (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARENDT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, Naw York 11401 tel. 631.72?.2303 fax. 631.727.0144 Nadmin®youngengineering.com o l \ Howard W. Young, Land Surveyor mrr � � \ Thomas G. YVolpert, Professional Engineer \ Douglas E. Adams, Professional Engineer 3� Robert G. Tast, Architect Robert 5trom5ki, Architect \ PIS me ,hers 0 $, `011, �p p,\11 SITE DATA Qh AREA = 9,900 5Q. FT. ffomw � S \ ��p0� CMF *SUBDIVISION-"MAP OF GEO.H.,WM.T.&D.T,RILEY" FILED IN \ THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON NOV.27,1928 199• AS FILE NO.186. �• 1O°31 a VERTICAL DATUM =N.A.V.DATUM(1988 \\ N �Np TiOV Post Post FO O � o Q 0 CPm A�V�wAy OtL da 'M Q pRi � V l u �Q��dY1 6k 0 P N O 0 \ IP 0 111, 0 \ o N X O �r Q� N \ O 05 \1100D N 1q9 \ \5 6 P p GK Fes\oN 0 NO No \ 0 2m 15��Ry N SURVEYOR'S N CERTIFICATION \ Z N *WE HEREBY CERTIFY TO PAUL DE MATO THAT THIS SURVEY WAS s \ us N Z% p PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS \ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 2 SURVEYORS.COP CMF e i �,Z Com, -L. O \° \ 00� '1r�2.dE. i ri` iyl� 11 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 �,�,1� `•�l \\ 120`0 5�0°31�O 0 Lf N \ �CMF v�Nv SURVEY FOR Ey PAUL DLMATO \ PART OF LOT 7 \ "MAP OF GEO. H., WM. T& D.T. RILEY" at Mattituck, Town of Southold Suffolk County, New York FN3 N C4 FOUNDATION LOCATION SURVEY ,COS a ZG N'(0G3County Tax Map District lOOO Section 143 Block 04 Lot 19 o FIELD SURVEY COMPLETED SEPT,09,2019 a MAP PREPARED SEPT.16,2019 Record of Revisions LEGEND REVISION DATE FOUNDATION LOCATION JAN 27 2020 AP =ASPHALT PAVEMENT EOP =EDGE OF PAVEMENT WDF =WOOD FENCE FEB 1 0 2020 05 =OUTDOOR SHOWER R =PROPERTY LINE 0 CMS =CONCRETE MONUMENT SET CMF =CONCRETE MONUMENT FOUND W55 =WOOD STAKE SET 20 0 10 20 40 60 WSF =WOOD STAKE FOUND WMR = WATER METER Scale: 1" = 20' M-) =UTILITY POLE +9.33 =ELEVATION JOB NO.2019-0127 DWG.2019_0127_found_loc 1 OF 1 riwwww IIIIIIIII-Mmw arnown" 6� N P\/, NOT�5: 6� N P\& COl�bl�'10�15� 1 WTITTEN PIMEN51ON5 SHALL NAVE PFECEPENCE LVEF 5CALE12 PIMEN51ON5 LARGER 5CALE PETAL5 ANP PLAN5 5HALL UNLE55 OTHEFWI5E NOTEP HEPE IN, GENEFA CONP1110N5 OF THE 5TANPAF.P HAVE FRECEPENCE OVET 5MALLEF 5CALEP PLAN5, FORM OFAGFEEWNT FOP 5MALI. CON5TRUC110N MIA, #A107 FATED 4/81, { 2 CONTPACTOF 5HALL VEFIFY ALL DIMEN5ION5 NIL?COW111ON5 ON THE JOB 51S BEFOP.E 5TART OF CONSTRUCTION, SHA L APPLY. THE CONTP.ACTOP 5HAI-L INDEMNIFY ANP HOI.P HAWLE55 THS A,PCHISCT5 OFFICE 15 TO BE N011FW OF ANY VArIA110N5 TOM THE 12ftN51ON5 ANP CONP1110N5 SHOWN ON THE OWNEF, THE ARCHITECT ANP THEIT AGENTS ANP EMPLOYEES FFOM ANP AGAIN5T I ( �, SODANO PLANS, 3, ALL CON5TFUC11ON 5H&L COMPLY FULLY WITH THE APPLICABLE PFOVI510N5 OF 2015 INTERNATIONAL FE51PEN11AL COPE, AL1 CLAIMS, DAMAGES, ,055 OR EXPENSE C A) IS ATTRIBUTABLE TO BODILY "°""or fey ARCHITECTURE, PLLC 2ND PPZN11NG, A5 APOPTEP BY NY5 WITH THE 2017 NY5 5UPPLEMEW5AMWICAN AT FOr\E5T ANP PAPEP A55OCIA110N INJURY, SICKNESS, DISEASE, OP PEATH, Op TO THE PE5TPUC11ON OF TANGIBLE I -+ Philip��> �:A o-rA" I V r+►A.�caucE 356 Main Street WOOF FRAME CONSTRUCTION MANUAL FOP I ANC 2-FAMILY DWELLINGS, 2015 EPI110N, PFOPEPTY THAN THE WOFK IT5ELF) INCLUPING THE L055 PE5111N6 FPOM, � a TO me � Center Moriches, N.Y. 11934 ALL PEQUKEWW5 IN THE COPE SHALL BE APHEFEP TO A5 IF THEY WEFE CALLED FOP OF,5HOWN ON ANP(B) 15 CAU5EP IN WHOLE OP IN PANT BY ANY NEGLIGENT ACT Op OM155ION Phone: (631) 871-4160 THE DFAWING5,TH15 5HALL NOT BE CON5TFUEP TO MEAN THAT ANY PEQUIFEMENTS SHOWN ON THE DRAWINGS MAY BE OF THE CONTF.ACTOF Op 5UI3CONTP.ACTOp5, ANYONE PIPECTLY EMFLOYEP BY ANY :•oo�e rs.00• MOPIFIEP BECAU5E THEY APE MOFE STRINGENT THAN COE PEQUIFEM%f5 Op BECAUSE THEY M NOT SPECIFICALLY OF THEM, Op ANYONE FOP WN05E ACT5 OF THEM MAY BE LIABLE, FEGATPLE55D E M A �' 4°` THESE PLANS ARE INSTRUMENTS OF SERVICE AND ARE THE PEQUIPEP BY COPE, °, ipr PROPERTY OF THE ARCHITECT.INFRI NGEMENTS WILL BE �}, MINIMUM CONCRETE STP.ENGTH SHALL r3E 3,000 P,5,1�AFTER 28 PAY5, 5TEP Al CONCf�TE FOOTING5 ANP OF WHET1HEF OF,NOT IT 15 CAU5ED BY A PARTY INPEMNIFIEP THEFEUNPEF,ALL I Pf?0�05E� PROSECUTED. FOUNPA11ON WALL5 TO BEAR ON 501LIP UNPI5TUPnI2 ,501L, MINIMUM 501L BEAKING CAPACITY TO BE 3,000 P 5 F MATEPIAL5, A55EWB IE5 ANP METHOP5 OF CONSTRUCTION, INCLUPING BLIT NOT 1 0L �stw 1 6APA6� NO PORTION OF THIS PLAN MAY BE COPIED ASSIMILATED INTO A.ALL EXTERIOR OTHER DOCUMENTS WITHOUT THE EXPRESS PERMISSION OF THE FOOTIN65 5HALL BE A MINIMUM OF 3'-O" LtLOW FINISHEP GWS, LIMITED TO FOAM WORK, BLOCK WOFK, FRAMING NAILING, PLACING OF CONCrYTE # a PRINCIPALS OF SODANO ARCHITECTURE.VIOLATORS OF THIS B, WHETS SLABS APE SLIP,{'OPTED ON FILL, THE FILL SHALL C3E COMPACTED IN LAYERS, APE TO BE CAREFULLY SUPERVISED BY THE CONT FACTOR TO BE SUPE THAT THEY ADERt% M N C. IN ACCORDANCE WITH`.�EC110N F�02.2 CONCRETE SHALL BE AIP'ENTF.AINEP WITH A TOTAL Alp CONTENT OF NOT �, •° ORDER WILL BE PROSECUTED TO THE FULL EXTENT OF THE IN ACCOFPANCE OF THE PRAWING5, 5PECIFICA11ON5 SHALL NOT BE PEFMIfSP vZL �n COPYRIGHT LAWS HAVING JURISDICTION. LE55 THAN 5/ OF MOPE THAN p%. G I 355 R AVE P ^; ^�' GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS AND C Fb I,�00 P,SJ J, ALL LINTELS TO BEC 3) 2 X 8 s WITH C 2) I/2 UNLE55 AUINORIZEP BY THE ARCHITECT IN WFI11NG CONTRACTOR SHALL CAPPY s DIMENSIONS AT PREMISES.DISCEPANCIES SHALL BE REPORTED TO 5 ALL WOOF TO BE NUMBER I HEMFI�OF BETTER LIABILITY IN5UFMCE ANP WORKMAN'5 COMPEN5A110N AMOUNTS A5 5PECIFIEP BY ' $ I �, THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK. PLYWOOP FLITCH BETWEEN FOP 6" WALL5 ANP(2) 2" x 10" WITH(1)1/2" PLYWOOD FLITCH BETWEEN FOP 4" WL5 � s °' a UNLE55 OTHERWISE NOTED, LAW ,THE CONTP\ACTOF 5HALL BE FE5PON51BLE FOT ANY 5HOP PRAWING5 TO BE MATTITUCK , NY e l A, INTEFIOP,WALL5 ANP FAF.1111ON5 SHALL BE 2" X 4" WOOF 5TUP516'' O,C WITH 1/2" GYPSUM BOARD TAPEP ANP 5UBMITTEP TO THE ARCHITECT FOP AE5THE11C APPROVAL PQOF TO FABRICATION �. I v w R REVISIONS 5PACKLEP 3 COAT5, N _ B, E TEFIOR WALLS TO BE: 2" X 6" WOOF STUP516" O.0 C UNLE55 011FEPWISE NOTED ON PLANS ANP DETAILS) WITH AND INSTALLA110N,ANY PISCFEPANCIES BETWEEN THE SITE ANP THE DRAWINGS � � . °` X FOR THE THE FEOJECT SHALL f BROUGHT TO THE IMMEDIATE AfSN1IQN OF THE No. DATE DESCRIPTION WITH GYP5UM BOA22 FA5TENEP TO IMQOF OF 5TUP5,TAPEP ANP 5PACKLEP 5 COT5, EXTERIOR TO BE COVEP.EP WITH °�" I/2" CPX EXTEFIOp Fl.YW00P AND WITH "TYVEK" INFlLT1'�ATION BAFPIET IN ACCOFPANCE WITH 5EC11ON F322, ARCHITECT PPIOP TO THE COMMENCEMENT OF CON5TI:UC11ON THE CONTRACTOR ��»� 4_ EXTERIOR FIN15H MATERIAL TO BE VINYL 51PIN6 TO MATCH EX1511%, COLOR A5 5ELECTEP BY OWNER, A5 NOTED ON PLAN5, 5HALL BE RE5PON50LE FOR P15CREPANCIE5 NOT REPORTED(EXCEPT FOR HIDDEN 'STM MIAW 6,ALL ROOF ANP WALL PLYWOOD 5HALL BE CPX EXTERIOR GRADE ANP SHALL MEET THE FEQUIREWW5 OF THE LATEST COND111ON5) ONCE HE HA5 5TAFTW THE WORK Al WORK SHALL BE PONE IN A I "°"'e EPIVON OF THE US, PRODUCT 5TANPAp25 P5-1, ANP 5HALL BE 112%lFW WITH THE A'PFOPPIATE GRAPE TF.APEWa OF PFOFE5510NAL ANP WORKMAN LIKE MANNER ANP IN ACCOPPANCE WITH 600P T-IE AMERICAN FLYWOOP A550CA110N BUILPING PFAC1ICE,ALL WORK 5HALL COMPLY WITH ALL APPLICABLE 5TATE, 7 WHERE F�AFTER5 ANP J015T5 FRAME INTO OTHER WOOF BEAM5, PFOVIPE TECO U-GRIP 18 GA, GALVANIZEP 51T;E J015T FEPEPAL ANP LOCAL COPE5, CONTP.ACTOF 5HALL FULLY GUAFZANTEE FOP A m ANP BEAM HANGERS, PEFIOP OF ONE YEAR FROM THE PATE OF CEP11FICATE OF OCCUPANCY, HI5 WORK z ` N A. DOUBLE ALL FRAMING UNDER PARALLEL FAR111110N5 PROVIDE FIDE STOPPING AS REQUIRED AROUND Al OPENINGSANP THE WORK OF ALL 5UB-CONTF.ACTOF5, PAVING ANP ROOFING 5HALL BE m A5 PEP N,Y5 COPE GUARANTEED FOP ONE YEAR, ' B. PFOVIPE AT LEAST DOUBLE J015T5 ANP HEAl7EP5 AT WATER CLOSET PP.AIN5, BATHTUBS,ANP AT ALL VENT ANP a MECHANICAL OPENINGS T-O" OR MOPE IN WIPTH, '26X" . Tt $ C. PFOVIPE f' X 3" BRIDGING BETWEEN Al FLOOR JOISTS, MAXIMUM SPACE BETWEEN ROWS OF BFIPGING ANP C I I\I /�I NOT�5 m�31 oo�W x•00 BETWEEN BRIDGING ANP 5UPPOPT5 5HALL BE 8''0" r� /'� AP 8 BLINP FLA5H Al JUNC11ON5 WHEFE VEF1ICAL MEET5 HORIZONTAL, Ie; CHIMNEY, FOOF5,WINDOWS, POOF5,ETC, 9,WINPOW5 ARE TO MATCH EXI5111\16, 5HALL BE OF THE 51ZE ANP TYPE NOTED ANP 5HALL BE 5UFPLIEP COMPLETE WITH IN51JLATEb 1, ALL APPROVED WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH RILEY AVENUE xxft 6LA55 ANP 5CFEEN5, (MIN, E-110 ).WINDOW ANP POOP,HEAP5 TO BE 5ETAT 6"-8" ABOVE FINISH FLOOR THE N E,C ANP 5HALL BE U.L. APPROVED, FLECTP\ICAL CONVACTOP 15 TO FILE A. NEW EXTETIOP POOP5 APE TO BE IN5ULATEP ANP COMPLETELY WEATHER5VIPPEP ( MIN F-2.50 ), FOP ALL THE MQUIPED PERMITS ANP OBTAIN ALL FEQUIFEP CEF\VFICATE5, B. INTERIOR POOPS APE TO BE FLUSH, HOLLOW COPE WOOF, STAINED ANP FINISHED AS PITECTEP BY OWNER PLOf PLAN 10. VEFIFY ALL PIMEN51ON5 ANP 51ZE5 OF WINPOW5 WITH MANUFACTUFEF BEFORE PROCEEDING WITH DOUGH 2, ALL UNDEPSLAB WIPING SHALL BE PUN IN CONDUIT, FRAMING ANP FEATEP WORK h CONPUCTOP5 SHALL PF COPPER, GENERALLY WV 600-VOLT PASP IN51,, I I I , 17 II ALL EXTEFIOT WOOF ANP ALL WOO RESTING ON TOP OF CONCFETE 5HALL BE FFE5EFVAIVE TI�ATED WITH OIL-BORNE Bp\ANCH CIRCUIT WIPING MINIMUM SIZE, #140P\ #12, M "TWT' OR "NCI" A5 FEQ �� DRAWING DISTRIBUTION CHEMICALS IN ACCORPANCE.WITH AWFA 5TANPAPP5 P. INCFEA5E WIFE 51ZE BY ONE ON ALL BF.ANCH CIPCUIT5 OVER 100 FT IN LENGTH NO DATE DESCRIPTION A ALL WOOF P05T5 FE5V%ON TOP OF CONCP.ETE SHALL HAVE GAL'VD METAL SEATS ANCHOFEP TO CONGQETE, T1�BING �� I2 PATCH ANP PEPAIP ANY PAMAGEP EX15n%WOPK TO REMAIN, MATCH EXI511NG CONnION5 ANP MASP\1&5 50ff\� FOOTA61�5 0-20-19 ISSUED TO BLDG DEPT. 3. CONPUIT5 IN GPOUNP UNPEP CONCRETE 5,X13 OF,EXP05EP TO EXTEFIOF 13. FOOF 12E51(N LOA125 - 45# LIVE LDAP + 10# PEAR 5,LOAF - 55# F,TOTAL LOAF SHALL BE GALVANIZED POP STEE,, (.OT 51z� - 9,900 5'r, FLOOD DESIGN LOADS - 40# LIVE LOAF + 15# PERP LOAF = 55# S.F,TOTAL LOAD, • 4, ALL SWITCHES ANP RECEPTACLES TO BE MOUNTED FLUSH, GROUNDING TYPE 14, ALL ELECTRICAL WORK TO BE IN5TALLEP 51d&L BE IN ACCOPPANCF WITH THE N E,C, CHAPTER5'�-42 OF TI E RE5IPENTIAL COPE OF NY 5'rATE, NFPA 70 ANP SHALL BE UL,APPFOVcP, MP 20 AMP5; COMPLETE WITH WALL PLA1*?,5 COLOR A5 5ELFCTEP PY OWNEF, �45TING FII?5f FLOOP, - 1,048 5P, ELECTFICAL CONTP\ACTOP 15 TO FILE FOF ALL PEQUIFEP PERMITS ANP OBTAIN Al FEQURP CEF1IFICATE5, A. WEATIHEWPOOF PUPLEX PECEPTACLE5(INPICATEP WP) SHALL BE FATEP 15.ALL PLUMBING WORK 5HALL BE IN5TALLEP IN ACCOTPANCE WITH CHAPTEP5 25-32 OF THE TE51DEN11AL COPE OF NY 5TATE, 15 AMP5 WITH 5TEE, WEATIHEPPFOOF COVER PLATE �XI511\16 PACK - III 5P, PLUMBING CONTFZACTOT 15T0 FILE FOP,ANP OBTAIN ALL PEQUIPEP PEFMIT5 ANP OBTAIN ALL rTQUIFEP CEPTIFICATE5 PLUMBING FIXTURES ANP FIT11N65 TO BE A5 5ELEC1 cP BY THE OWNEFS 5, IN5TALL JUNCTION PDXE5 FOP LIGHT FIXTUPE5 WHEN 5HOWN A5 16,THE MECHANICAL 5Y5TEM SHALL BE IN5TALLEP IN ACCOTPANCE WITH CHAPTEF512-24 OF THE r\E51PEW&COPE OF NY STATE, INDICATEP ON THE PPAWIN65, VERIFY LOCAVON5 OF FIXTURE OUTLET5 fO CAUSE PPZOP05�P 6APMA - 560 5P, I7 WHEN1NSF,�Op A 1-_?AT10N5, FEPAIP5, APPI11ON5 OP CONVEF51ON5 FEQUK NG A rEPMJ1r occup• �r- )NrV1rUN, nWLLING UNr NO INTERFERENCE WITH PIPING, EQUIPMENT, ANP ARCHITECTURAL TREATMENT, SHALL BE PROVIDED WITH SiVlox Al A0Ar L-CA.q AS . F�7p NSWnwvtU1NG5 IN ACCORDANCE WITH SECTION F317,1I THE 5MOKE ALPM5 SHALL PE INTEFCONNECTEP AND WREP 6. IN5TA1 ALL WIPING FOR MECH, EQUIPMENT ANP CONTF0L5 INCLUPING HVAC 18. WL ANP CEILING FINISHES 5H&, BE IN ACCOPPANCE WITH SECTION F319 ANP IN5UI.A11ON 5HALL BE IN ACCOPPANCE WITH UNIT5, NOT WATEF HEATEP5, EXHAU5T FAN5, FTC, 5E0101\1 R320, 19, INTERIOR WALL COVEFING SHALL BE IN ACCORDANCE WITH 5EC110N P702 ANP EXTEFIOF WL COVEPIN65 5HALL BE IN ACCORDANCE WITH SECTION P703 �, LEGEND, WP C WATER PROOF), GFI C GROUND FAULT INTERRUPTER) APPROVED AS NOTED 20 FEQUIFEP 6UARP5 ON OPEN 5PE5 OF 5TAIPWAY5, FAI5E12 FLOOR AF\EA5, BA CONIE5 ANP PORCHES 5HALL HAVE IN9FMEPIA11 / PAIL5 OF ORNAMENTAL CLOSURES WHICH PO NOT ALLOW PASSAGE OF A 5PHEFE 4 INCHE5 OP MOPE IN PIAMESP,FEF SECTION P�2.2, DATE: B.P.# 21 THE ARCHITECT HA5 NOT SEEN MfAINEP FOP CON5TFUC11ON 5UPEFVI510N THE5E PLAN5 ATE IN5VUWNT5 OF 5EPVICE F ` -�u'r E N v BUiLD;N :=1 k�71MENT AT ANP REMAIN THE PROPERTY OF THE APCHITECT _ . 22,THE ARCHITECT WILL NOT HAVE CONTROL OVER OP CHARGE OF, ANP WILL NOT BE FE51`ON51BLE FOP CON5TFUC110N TO a PnF FOR THE All exterior lighting MEANS ANP WTHO5,TECHNIQUES, SEQUENCE ANP FPOCEPUPE5 OF FOP,THE 5AFETY PFO6FAM5 IN CONNEC110N WITH Ns: nstalled replaced or ` r paired shall conform THE PROJECT, -JOH - FRA:ti1.,Vu . ` �u`,'BlivG to Chapter 172 pA�1'11'ION ��G�Nn N:�ULATION of the Tovm Code ��� CLIMATIC ANP GEOGRAPHIC PF51GN CPSP\IA-CLIMATE ZONE 4A 4. FINAL - CONSTRUCTION MUST � Out EXISTING WALLS BE COMPLETE FOP,' C.O. ALL CONSTRUCTION SHALL MEET THE WINP PE51GN 5E15MIC SUBJECT TO PAMAGE FPOM WINTER ICE 5HIED FLOOD AIP REQUIREP�4ENTS OF THE CODES OF NEW GROUND MEAN TO PE MAIN 1-0116 2(^h PE51GN PE51GN UNPEFLAYM%f HAZARD FP EEZING ANNUAL �.� ���PAC ' SNOW YORK STATE. NOT RESPONSIBLE FOR AR LOAF SPEED TOPOGRAPN►C SPECIAL WINP WINP-BORN CATEGORY WEATHERING FROST LINE TERMITE TEMP REQUIRED INDEX TEMP, ____________________ EXISTING WALLS DESIGN OR CONSTRUCTION ERRORS. �6E"yG���'"���` � (MPH) EFFECT5 REGION 12EN5 ZONE PEPTH --------------------------------------------- TO BE REMOVED I MILE FFOM BOF 36" MOP, TO 5E2' FFOM 5Ef PLAN5 599 51 COMPLY WITH ALL CODES OF �� ���'� ;,( COAST ANP FI 20 I�0 NO NO B SEVEP.E HEAVY BFLOW IN51PE WAEXAMINER LL NEW 5TUP WALL5 NEW YORK STATE & TOWN CODES ELECTRICAL f3FG AS REQUIRED AND CONDITIONS OF 14 SPECTION REQUIRED2 INTERIOR 5PACE5 INTENPEP FOP HUMAN OCCUPANCY SHALL BE PPOVIPFP WITH INPOOP TEMPEFATLIFF OF NOT LF55 THAN 68 PFGPEE5 FMHHNf AT A POINT 3 FEET ABOVE THE FLOOR .-.i�,.. . •. PHEW FOUNDA110N WAL,S I TOWN Z3A J �J ON THE PE516N HEATING PAY(201 5 IMC 30,1) SYSTEM PE516N 5HALL C3 BA5FP ON MA(72 PE6PFE5 HEATING, MINIMM 75 PE6REE5 COOLING, PEGPEE PAY5(NY LAGUARPIA) 4811, SO I '- 8�"�!-?�� ""'OAFO WINTER PE51GN TEMP 15, PPY BULB 89, WET BULB 75 (2019 IPC APFPX P), ETA{N STORM WATER RUNOFF S01!?1�0�TEES PURSUANT TO CHAPTER 236 TABLE F301 TABLE P301 5 5y0o0 KAYF��CTP\ CA, ��CAM - F THE TOWN CODE, ALLOWABLE DEFLECTION OF 5VUCTP�AL MEMBEP5 MINIMUM UNIFOFMLY P15VIBUTW LIVE LOAFS A��p�VIATI0N5 CIN POUNDS PEP SQUAME FOOT) AF,F, ABOVE FIN15HFLOOP IN. INCI­C5 DO NOT PROCEED WITH STPUCI1)PAL MEMBER E1_ WON LFTSF, A11, ATTACIfP INT, IN�PIOP NEW PFCEPTACLE,COVEP FLATS ANP BOX IN5TALL 18" P NEW OWNEF 5UPPLIFP CEILING MOUNTEP FIXTUFE WITH !� q, ALLOWABLE A 5ef NUMP3 F\ ALUM. ALUMINUM IN5Lt, IN5ULAT10N ABOVE FINI5HEP FLOOD UNLE55 OTHEPWI5E NOTED © PULL 5TFING IN5TALL ffOURF12 WOOD BLOCKING TO I FRAMING U.ITIL SURVEY 13LPG PUILPING LB POUND OCCUPANCY OR OF FOUNDATION LOCATION DEFLECTION U5F LIVE ,OAP L3A BLOCK 5uFFOPT FIXTUIT NEWFLOOF�CEPTACLE,COVEFPLATEANPBOX IS,,,�Rwt"s.l nppRn��t=n f7FTAIL OF\5FC110N NUM3fF? BLKG BLOCKING MAX MAXIMUM I' I ATTICS WITH UMIIFP STOPAGF q,h 20 e 5I IFFY NUMC p MFCN. WCHANICAI, b CA3LE TELFVI510N OUTLET,IN5TALL 18 APOVE FINISH USE IS U N ILAWF U L PROJIECT: FAFTEPS KAVING 5LOPE5 GFFATFF TKMI 3/12 L/180 C,J. CONTROL JOINT MrGP MA�JUI'ACTIM NEW CEILING MOUNTEP MaFTACLE,COVEP FLATS AND I FLOOD UNLE55 OTN PWI5E NorEp WITH NO FINISNFP CEILING ATTACHfP TO PAFIPPS CFNTI P UNP, MIN, MINIMUM ATT1C5WITNOUf5TOP.AGEb 10 O KFYTOPOOF5CI-IFI7LILF Ecl CFIUNG M15c M159ELANFou5 BOX, WITHOUT CERTIFICATE PROPOSED GARAGE FOR: CONC, CONCPFTF MO. MA50NPY OPENING TELEPHONE OUTLET,IN5TALL 18"A30VE FIN15H FLOOD coNr, coNlNuous UNLE550rnEPWISENOTW DEMATO RESIDENCE INTFPIOP WALL5 ANP PAP11TlON5 H/180 PFCK5f 40 O KFY t0 WiNPOW SCNFPULF N0. NUMBFP + NEW RECEPTACLE,COVED PLATE AND BOX INSTALL 18" O F O C C U PAN CY PIA PAMFTI;P N,Lc. NOTT CONTRACT ABOVE FINISHEDFLOOPUNLE55OTHERWISENOTED 35'.5 RILEY AVE PWG PPAIMNG N,1,5, NOT 10 SCALE FXSOOP 6ALCONIF5 60 700 �00M NUMBFP\ FA. EACH O.C. ON aMP NEW 5WITCH,COVFP PLATE ANP 13OX IN5TALL 54' A3OVE O CEILING MOUNTED 5MOKE PETECTOP,IN5TALLFP ON MATTITUCK, NY FLOODS ANP PLASTFFFP CFIUNG.� L/360 FL. ELEVATION OPNG OPW'16 5FFFPATE CIPCUII FLEV. ELFVA110N FINI5HEP FLOOD MIFF ESCAPES `}0 V PAP,T1TlON N'P 5 EQ C EQUAL IC(W) P5Y �YUNNNQOp 5Q v Fpp� DRAWIING TITLE: &L OTHFP 5MUCTUFAJ.WMI3FP5 U/240 EQUIP, EQUIPWNT K.5,1, �OUN�S PSQIW�F INCH � NEW 3-WAY 5WITCH,COVED PLATE ANP BOX IN5TALL 5h M CA'BON MONOXIDE DETECTOR,IN5TALL 18 ABOVE GUAFPFAIL5 ACIP KMIPMA 5 d 200 EXP,Jr EXPANSION JOINT I` ADOVE FINI5NEP FLOOD FIN15H FLOOD UNLE55 OTNEI?NI5E NOTED EXT, EXSCHF bUL0F b�AWI NGS TFPIoP 10. PIPGF BEAM PLOT PLAN FXSQOF WALL5 WITH PLA5TFP 0?STUCCO FIN15H N/360 A COLUMN and GRIP NUMBED F,P, FLOOP PPAIII REINF, PFQUFO PE NEW OWNED 5UPPUFP PFCE55EP FIXTU I6fALL NEW EXHAUST FAN,MIN 70 CFM,DUCTED TO OUTSIDE, GUPFPFAJLS INFILL COMPONFNIS f 50 -- PEQ'P PFQUI FP FIN, FINISH ® CAPPED WITH 5CPFENEP LOUVFF, FL, PLOOP RM DOOM REQUIPEPW00PBLOCKINGT05UPPORTPIXTUPF INS POOP A�I00 OO COV�p SN���", PLOT PLAN and N01�5 P.P. PIPE RESISTANT R,P, PAPTFP N PP5 FNGFF VEHICLE GAPAGFSa 50a 51M, 51MILAP NEW OWNED 5UPPLIEP WALL MOUNTED FIXTUI� TALL FXTFPIOP WALLS-WINP LOAPa 4VTN 13FIT1LF FINI5HF5 L/240 �`2O° VFPTICAL ELEVATION GA. GAUGE 5PFC5 5RFCVICAT1ON5 FEQUIFED W00P BLOCKING TO SUPFORTPXTU I� JUNCTION BOX,COORDINATE WITH OWNER ON LOCATIO A-200,00 p�,gNS, ���VA110N5 and S�C110N GALV'P GALVANIZED 5Q,PT 50UAPE Poor DOOM OTIV TKAN SLEEPING POOM5 40 6.13, GYPSUM BOAPP 5u5r. 5U5PFNPEP FXTFFIOF WALL5-WINP LOAPa WITH PLFXII3LF FIN19f5 U/120 G.C, GENERAL CONTPACTOF 5C, SELF CLOSING ELECTRICAL,PANEL A-300,00 MM, CONNFC110N5 SEAL i&SIGNATURE DRAWN BY: JSJ 51'FEFIN6 POOM5 30 HGT diEa f fHICK H.M. HOLLOW METAL TYPICAL A-400,00 � CHECKED BY: GSJ TO.5, TRIM OUT SOFFIT ,400'00 V r\AC� W&L PISA V V NOT,L - 5PAN LENGTH,H- SPAN I-f16Hf 5TAP5 400 V5, VALLEY 5LFFPFF SCALE: AS SHOWN a TNF WINP LOAF 5KALL I3F PFPMITII P TO 6P,TAKEN A5 01 TIMF511f Z o WWim our DATE: 10-20-19 WOOP COMPONENT ANP CLAPPING UOAP5 FOP,T-f PUFP05F OF 11f wWF,V &PPEP WIPE I'MPIC. DRAWING NO: A-100.00 PETFFMINING PFFLFCTION UMIT51-�FFIN, PROJECT NO: ©COPYRIGHT 2019 SODANO ARCHITECTURE, PLLC 1962 L roF of�Irr� 12 12 12 12 �10+/ SODANO oe ARCHITECTURE, PLLC — — — 5�CONn FLO_ OP ,N = 356 Main Street y rn'ICA,rOOF CON5rRl.ICTION Center Moriches, N.Y. 11934 — CEDING _ — G 2"x8" PoOF RRTFPS,I6"O.C, Phone: (631) 871-4160 -5/8"FXTEPIOP GFAPE PLYWOOD col Pipa VENr '15#FFLr LAPFFP 18"OVEP THESE PLANS ARE INSTRUMENTS OF SERVICE AND ARE THE -ASPHALT 5HINGLF5,FMOVIPE WAV- PROPERTY OF THE ARCHITECT.INFRI NGEMENTS WILL BE CONT,PIPGE REAM PPOOFING MFM13ME A5�Y'P IF 5LOFF PROSECUTED. VFPTICAL W0012 SfPING(111'ICAL) 15 LF55 THAN 4, _ for OF rI17GE 1 �y NO PORTION OF THIS PLAN MAY BE COPIED ASSIMILATED INTO Q If OTHER DOCUMENTS WITHOUT THE EXPRESS PERMISSION OF THE ro PRINCIPALS OF SODANO ARCHITECTURE.VIOLATORS OF THIS 12 12 ORDER WILL BE PROSECUTED TO THE FULL EXTENT OF THE 10+/- COPYRIGHT LAWS HAVING JURISDICTION. � �f0+/ GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AT PREMISES.DISCEPANCIES SHALL BE REPORTED TO rOP OF FOUNPAION THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK. _ FIp5r FLOOF 2"X4"COLLAP11F5 REVISIONS ro ( I @ /3 N�1GNrFroM rop NO DATE DESCRIPTION I I I 1 f — 5FCONP FLOOD FP0NfCONTIN,RIPGEVENT, I\� U\ �VATION _ 0I-NCA (TYPICAL) SCALA' 1/ I I 1',01 I SCALA 1/ I I I I,01 I I' LK TYPICAL FLOOR CON5TRUCTION TYPICAL FXTFPIOR WALL CON5TMC11ON A-3 -2" X all FLOOR J015r5,@I6"OC -2 X 4 5TUP5,16"OC WITH(2)TOP rop OF PIDGF5LAP ON GRAPF -3/4"PLYWOOP 5w FLOOR &(1)POTTOM PLATE - -4"THICK POURED CONCf?ETF 9,A13 1/2"FXTFRIOP G PLYWOOD —I ON 6 ML VAPOP PAPPIFR,PITON EO u II III II II�II�I I � f� I I LI I�I I�� C /4PFP FT r0 n00R, -11 VFK PLIWOO 51PI N uILIJII�LLJ l III I ILu LI LI I�I LIJA I1-LI I III I I I I ' LJ u L U LI -VFPfICAL W0075171NG I I LLJ I I!L IJ �LJ i Lu LJ LLJ LLJ U �u LLJ i L LaILLPI �b AI ` -4"GF.MIULAP,CAMPACTEP J-IU ' FIPMGLA55 POOF I MATFRIAL, �1 L 5HINGLF5,(TYPICAL) I — rOF OF FOUNDATION FIPST FLOOD co J u u LJ a IJ u I all LL u TYPICAL FOUNPATION U I -8"'NICK POWA CON — — jL� FOUN17AT10N WALL w/ #4#4 F'.F13AR �� UILILU — — 5ECONP FLOOR _ _ L X11— � I I I �-� � rOF ANP P01TOM• POrroM F0011NG -- - --I I_ - - - _ _ - 1 _ CONCPFTF FOOrNG WITH (15) #5 CFIUNG — MSFACHWAY, DRAWING DISTRIBUTION -MIN, 3'-0"PFLOWGm• 5�C1"ION NO DATE DESCRIPTION nI / 10-20-19 ISSUED TO BLDG DEPT. 5CAGL�: 11 4I I - 1 I.OI I VFPI1CAL WOOF 51PIN6(TYPICAL) TOP OF FOUNt?A110N FIPsr FLooR i F0 I i I I I I - - - - - - - - - - - - - -- - - - - - - - - - - - - � — POrTOMFOOnNG - - - - - - - - - - - - - - - - - - - - - - - -- - - � I?I6N1' 5M �L. VA1'ION L�Ff 5M �L�VATION SCALA 1/�I I s 1' 011 5CA �: 1/4" - 1'_011 20' 20' 20' 10' 10' 2'-01 X 3'-011 - - - - - - - - POUGFNUNG W2p05r - - - - - - - - - °� 1 919 Palo 1r Al LZ I I I I —t 1�1317EA175c 9'aMIN� I V I l" I 4" 4.' 4" - } I � I o 8.. 18'-8' L d 2"X 8"R.P. 2"X 8"R•R. ( 2"X 8"F.J. till 2"X B"FJ. 5LA13 ON GRAPC O @ 16"O C, O @ 16"O.C. - O O I @ 16"O.C. @ 16"O.C. p O O I I ro -4"THICK POUPFP CONCRME SLAP I N x ON 6 MIL VAPOP PAPPIFR,PITCH N $ 1 t'C?OpOS�n I I I/4pFp FFT ro PDX I I pf;OpOS�n 64AFA6� 51'0�� — I I I e" MAIEFIAL,THICK 1`0012 -4" IX. AP,CAMPACTEP I CONCMS FOUNDATION WALL I ( (TYPICAL) I —16"x 8" POUPEP CONCPETF (PROJECT: F0011NG,MIN.V-0"MLOW 61(TYPICAL) I I PROPOSED GARAGE FOR: 4" 191-41, New caA'��.r;5 5 DEMATO RESIDENCE 0n A 3 AP I I 355 RILEY AVE I A-3 - I MATTITUCK, NY 4:11x1 4" 8'-0"X 7' 0"O.N. 4"X 6" 8'-0"X 7'-0"ON. 4"X 4" j WP P05r (2)2"X 12" WP P05r (2)2"X 12" WP 905T DRAWING TITLE: - - - - -- - - —7-01 X!"-O[ - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - _ PLANS, ELEVATIONS and SECTION POUG F HUNG I'-6" I' 6" -7 10' 10' 2" 20' 20' 20' p I SEAL&SIGNATURE DRAWN BY: JSJ ` )�CONP F�001? FLAN FIP\5f FI OO? PLAN FOUNPKION I VAN CHECKED BY. GSJ SCALE: AS SHOWN 1',011 SCALA; 1/�" - 1'-011 DATE: 10-20-19 DRAWING NO: 200.00 ` PROJECT NO: 0 COPYRIGHT 2019 SODANO ARCHITECTURE, PLLC 1962 IN NMI �VL FA5T 06 5CH�Pl� W00% FFAM� CON5TFUC110N MANUAL, - 2015 �IXION A C Na115) &F(5LrCW5) W15 1 A�L� 3 I NAIL L NG 5CHN21I SODANO fWO0M 12"O.C. NuMnF of NUMMI?OP I. Confrin adeglacq of the bean(depth and nmiber of pieces)for CxN q the de544ed load, JO!Flf PESCRIPTION COMMON iJAIL5 13M NAlL5 NAIL SPACING ARCHITECTURE • 12"o,c 2. 5tre55level fol'railaidboltvalues15100%,Increasesof15%fa"loaded or 257 , PLLC for rxxi-5raa loaded roof crx 101 5 are permitted, ROOF FPAMING • 3, fop and bottom row of cariectas shaild be 2"from edge, 356 Main Street 4. M M65are tobethe5xed wL-rx0ebdt,E�en�bdtmo4atend&04 PAFSFfofOP FLAT�(fOF-NAlt�n) (5ETTAMF5.4A) <5FEfAOLE; AA) RTmfFR Center Moriches, N.Y. 11934 C3(Nally) the full thickness of the member,Use washers order Ite�aid rut, CFILING J015f fO fOP PLAT(f0E-NAI-EP) (5EE TABLE 3.4A) (5FE TADLE 5,4A) PER J015f E FOW51211 O.C. 5, Fcr three-pece mender,5peclf ed r3l!r1q 15 from the each side, CFILING JOl5f fO PARALLEL WITF(FACE NALE19) 5FE fVLE 39A) 5FE fAME 5,9A) EACH LAP Phone: (631) 871-4160 • 1211 o c 6. fo mir ii rotat&,far-piece members 5ha11d A be used Oen loads are applled CFILING J015f LAJ'5 OVEP PART 110115(FACE-NAILEP) 5FE fA13LE 39A) 5FE TADLF 5 9A) EACH LAP to both 5de5,or completely acro%4L tap of the member, COLLAR 11E fO RAPTEP(FACE-NAILEP) 5EF TADLE 3,6A) 5FE TADLE 3,&A) PFP 11E • 1. Far-piece members mut be belted or atta hed wth 6"5crew5 from both 50165 DLOCKING fO RAPTER(fOE-NALEO) 2-812 2-100 EACH iV THESE PLANS ARE INSTRUMENTS OF SERVICE AND ARE THE 8, Floor y5rnuAt e atta�,-d wbi wd meta'hariger5, PIM DOAW TO RAPTEP(ENP-NAILFI 2-16P 2-I6P EACH Ei Irl PROPERTY OF THE ARCHITECT.INFRI NGEMENTS WILL BE aG7r PROSECUTED. C(t3dW &E C 5crew5) 9, 5crew5 are LISP W55erle5 or 5imI 5trni-fle 5P5%Stalled per ma iachrer h5tructlons, 2"N �N !NI TWO ROWS 24IN,D.C.StDC+ID 10,5crew5 for3-pplq aid 4•plq members mast be frau both 5!0165 of beam, WALL FRAMING NO PORTION OF THIS PLAN MAY BE COPIED ASSIMILATED INTO 517FC�VV' Q0 04 OTHER DOCUMENTS WITHOUT THE EXPRESS PERMISSION OF THE o 0 o°q ® °oQ°op°;O • 1I 13/4'1 MdtlpleFlles 3/4"+31/2" 31/2" TOP PLAT f0 TOP PLATE(FACE-NALEP) 2-I61?1 2-16191 PEP FOOT PRINCIPALS OF SODANO ARCHITECTURE.VIOLATORS OF THIS • QO pp 2 FLY 5 PLY 4 PLY 4 PLY 2 PLY 3 PLY 2 PLY fOP PLAft5 AT INTEP5ECTiON5(FACE-IJALEP) 4-1612 5-1619 JOIi X5-EACH 5119E ORDER WILL BE PROSECUTED TO THE FULL EXTENT OF THE (2ACand&) (313Camectloi) (4CCamecton) (4Cowdion) (2ACornect&) (3CCcm&m) (4Coaredim) 5TUP fO5TUP(PACE-NAILE19) 2-1619 2-1619 2411 O.C. COPYRIGHT LAWS HAVING JURISDICTION. P(bolts) &F C Screws) PfAPER fO HEA7FR(FACE-NAILEP) 160 16P 1611 O.C.ALONG F125E5 GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS AND TWOtOW512"O,C DIMENSIONS AT PREMISES.DISCEPANCIES SHALL BE REPORTED TO 12fOP OR DOffOM PLATE TO 5W(ENP-NALEP) (5H fADLF 3,5A) (5EF fADLE 35A) PEP 2X4 5TUP THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK. Ea" "ac O DoffOM PLATE fO FLOOF J015f,PAJnJo15r,END 2-I6P 12 2-I6n 1,2 PER Poor REVISIONS O 511.E PATF, 1'0 FIM DO/W CONNFC110N J015fOFDLOCKING(FACE NALEO) L NO. DATE DESCRIPTION MODEL A%`14DY 51Mp50N STRONG TIE FLDOR PRAMItNG J015f fO 511 TOP PLATE OR GIPPFR(TOE-NALEP) 4-819 4-819 PER J0151' POPONG fO J015f(f0E-NALE19) 2-812 2-80 EACH FNn DLOCKING TO J015f(f0E-NALFO) 2-817 2-812 EACH ENV U e e en dher nal hde p DLOCKING fO 51LL OR fOP PLATE(f0E-NALW) 3-I6P 4-1619 EACH BLOCK In a row to pravrde the N LFl9aF 5TPIP fO DEAM(PACE-NALF19) 3-I6P 4-I6P EACH J015f code required mlmm m 12" J015f ON LE196FP fO DFAM(fOF-NALFP) 3'819 3 812 FFP J015T center to centra pFAnING 6ANP J015f fO J015f(ENP-NAILW) 3-I619 4-I619 FFP J015f Spxlrq for malls DANP J015f fO 51111 OF fOP FLATS(TOE-NALFP) 2-I6n i 3-I6n PEP FOOT 2 fYP__1 t" T ° POOF 51ATHII 16 z NII •' 51nCTUP.AL FANELS 819 1012 (5FF fADLE 3,10) CIFAt 3I/BMIN- MIN.1211 eEAPING 5 v 815/ MAX • 19ACONAI DOAR195fAtNPN(A 1 x6"ORI x8" 2-819 2-1012 PFP 5UPpORT z ON 5TUP FACE I"x 10"OP WIPER 3-812 3-I01? PEP 5UPPOPr N WI CFILING 51,ATHIO Z 19116 MIN-5 5/16 MAX) Slmpwn S,rano,-'le Simpson Strong-f1e Slm=an Strom-T;e L ry AC4 ACE4IN Hp q N SIMP50N® GYPSUM WALLDOA37 512 COOLERS 5P COOLERS T,EPGF/ 10"1 12" 5tronq-fie provide m,nlm OFPRING 5H11rron 5*Cnq-fle 3 X15 WALL SNFATWNG erd di5taree Simpson Strcnq-TIe 1,5fA21 5TRUCfURAL FAIEL5 819 Ion (5FF fA131,E 3,11) EqA M'Lv'of FIDFRDOA?n PANELS 5peafled Wads -71611 6123 5"EPGF/6"FIFLP exh erd 25V!,2" 8123 - 3"EPGF/6"FELn GYPSUM WALDOA219 512 COOLER5 519 COOLFP5 2"EPGE/ 10"FIFLn F,AFTEP TO fOP PLATE TO 5TUP CONNFCVON a 16"O.C, 5TUJTO EAk PLATS TO PIM 1015T G G �7G G G HA�DOAi37 812 8P (5FE fAlU 3,11) OLML'ZFP WfN WPLL 5TUP5 ALIGN 121�CnY WITH I TEP5 TO TOP PLATS TO 5TL'P CONNECTION a 16"OC. F051'/ OF f?/ HLAV.l?COWC110N PML �OU�I.� 5HI�Ar\ FAFICLEPOAV PANELS 819 8"J (5EE WNUFACtITP) DRAWING DISTRIBUTION MODEL W96 DY 51AM50N 5TP,GNG 1E N.T,S O MOTEL 0516 DY 51MP50N 5TP.ONG TIE N T5. O N,TS, O 10151 HANG�L? PML N.T,5. 12IA60NAL DOA87 5f FATNIIJG I' x6"ORI"x8" 2-819 2-1019 PER5uPPORr NO. DATE DESCRIPTION I"x lo"OR W19FP 3-819 3-1019 PFR SUFPORr 0-20-19 ISSUED TO BLDG DEPT. PLOOR 5'EA14NG \2„M\N sT Ncru ORL�5S 812 Ion 6"EPGE/ 1211 PELIP GPEATi;P iMM I" IOP 1619 b"EPGF/6"NEW 1-114" 20 • PIAGON&DOARP5fATHING s►°' 6Nua I"x6"OP I"x6'' 2-8P 2-I0P PEP 51JPPORf COIL 5TWING �S I"x 10"ORIMPER 3-812 3-IOP FFPSUPPORr S~ _11411 x 20 ..WLR%P5 ti, • HUGE FULL I rm(Am i.NALING QUIPFMFNTS ARF DASF19 ON WALL SFEAIN NG NALEP 6 INC ES 011 CENTER AT iNE FANFL EPGF, IF WALL SFEAINING y r • COIL 51°N'PIN6 5TUV5 15 NAILE1931NCI ES OiJ CENTER AT it E FANFL EPGE TO ODTAIN MG}EP FEAR CAPACIIES.NAN LNG RFOUIPFMFfdfS FOP STR ICTUPJV MEMDERS SWYLL DF 00UDLE19,OR ALTERNATE CONIJECf0P5,SUCN AS 5 FAP FLA1F5,SHW L DF U5F19 TO MAINtA1J TI E LOA19 PATH, (2) 2x6 If ro 7`0" 2,WrEN WALL 51 EAiNING 15 COI J T I'11OL15 OVER CONNFCTFn MFMDFRS,rFE TA13Ut ATFP NUMf FR OP NALS SNAJ L CSF PFRMIfTFn f0 DF (3) 2x6 aFTAnP THAN 7'4" C5 EACH SILL REPUCEP fO 1-160 NAL PER POOP, 5.COM05ION PE5ITAW 11 GAGE POOPII 1G HA1L5 ANP 16 GAGE 5TAPLE5 AM PFPMIf919,CHECK 1130 FOP APPITiONAL RFOUIFEWNTS, 1-1/R"x 20 6AUa COIL 1 51FAFFNG 51m tli nq-fle •+ EACH 5flP • CNW hF 5EF WALL SiKPFFING GETNLS PAM 12, 1'0 PA P, 5VAPPIN6 n�1"& GALVMiZFP MET&ft-POM W/IN 32" N�An�p 511�.AppING n�1 O AFF� AIlC1,111- . G�vA�IZFD META rF-DasA W/w 32"MODEL 0516 aY 51MP55N 5TRONG TE N.T 5. O MOPEEL n5.51252 DY 51�N 5T70NG TIF N.T.5 O MODEL 0516 DY 51MP5ON 5797 TIE N.1.5. O Cr WaJOf EACH CB5D52PY 5I 50N 5TF,ON6 f IE N.T5. FA5TfNER ANP CONNECTOR NOTE5 I.FA5rNF3 POP Pe55JRE PPE PVAT VF ANP rlFE RFTAPPANJ'fREAr19 ` 151-011151-011 Mw(2sivsTaucn.�s) WOOO SUrLI M A MINIMUM OF HOr-PIFPEP GAVAdNIZEP STEEL,STANLE55 �� 12"MIN.FromCOPNEF5 5TEFL,51WCON EPONZE OR COPPER,EXCErr ON ONE-"ALF INCH PIAMErP OR GF,EArR 51TEL 130LT5, 5/8"PIA 4 6'-0"MIN(I 5TY 51FUCTU E5 WCHOP POI-f �MINIMUM EDGE 12^MIN.FPOM coFnrFs _ 2.IN TI'S COA5fAL HI,'AH NAZAPP AEA ANP fHE OCEAN RVAR7 AFEA,AL (MIN,16-5/8" 1715fAJJCE META,CONNECfOR5 ANP PATENEF5OUr5112c OF WWIT10NEP 5PACE5 SHALL DE HOf PIP EMPE19MENT) — — GAVAMZEP 5rEL ArTF PKNICAfON ANP MFEf Wim Al 53, FXFO5EP WfA CONNECf0P5, p 5UCN A5 TIE-POWN 5fW5 ON POPCI-E5,PECKS ANP APEA5 Lli TI'S 5TFLCfURF%kl,DF 4. . ,;: - A MINIMUM OF 3/16 INCH THICK ANP DE HOr Pin 6&VANIZEP AFiEP FA3FICA10N ANP POI T 1„ •' ' MEET A5fM AI25 ANP A5TM Al53,5TAN'-E55 5rEL LisHr-GAGE Wfk CONNECTORS 51A1 IAMETEP+I6 CORNER D OINN N GE FEPM'TrP IN EXPO5FP OP PARTIALLY EXPO5EP LOCMION5 META.CONNECfOP5 OF T APPROVEP EOJIVA:-EN'COPFO51ON FT5!5fANf Mff Rri&MAY n ACaMP 8" FOP ssro 20 ONE 5fOPY51FUC1UM5. 3• _": i 55Ti320 AhOtf Oaf05 N o G SPACE 5/8"PIA MOUS 6'-011 O C, #4 FEW " 1 �� � ANP I2" UI IWN FPOM COP5 MIN.3"50M WAST ER5, TWO 5TOPY 5fRUCTUFF5: _ - 5PACE 5/8"PIA.DOLT5 3'-0°o,Cy Simpwn5traq'Tle 3 N ANP 12"PPOM COFI WI'H MIN../"50M WA5 f1?5, +' ;�;.`^ 9 a 0516 COILFP 5TRA Simpson strong fie ' '� 't•' Ppb/8 NOTF: 1.POUNPA110N ANCHORit IG 15 fO DE FFR TK APPROVEP PLAN, ALL ANCHOR NUT5 MU5f DF INISfALLEO ANP Ti6HI`Ni FOP TNF FRAMING II 15FFCi ON, 2.P"MIN,AICHOP DOLT FMnPMENf INFO CONCRETE FOUNPAT10N WAL5 ANP 15"W lMUM 11 IfO MA50NFY nOCK.PFR WFCM 3 2.1.7 AJP 3223, 3.ANCHOR POL T5 MU5f PPOMPE19 Wi1H 3"521 WA51f6,PEP VCM5223, O FLA1� CONN�C110NO ANCHOP\ 1301.1'n�1'& (D_ 11'I'IC& ANCHOF 1301.1'PLAN 4.ANCHORt3 Lf5A'T To DFPLACEPWITHNI2"FP,OM NOTE:GW-VANIZEP METAL5TP.AJ'0 16"O.C.(MODEL 0516) N T 5 MOPEL 55020 EY 51MP50N 5TRONG iE N.T5. N T.S. ANY CORNER ANP 6"fO 12"PROM FNP OP FACH PLATE ALL 5fMPING fO n 16"O.C., WPAnPFD UNDER DOJD E SILL PLA E. MODEL DP'/e 13Y 51 Mp50N 51RON6 TIF PEP WPCM 3211. EACH PMTER EACH 5TUn,EfC, PROJECT: PROPOSED GARAGE FOR: DEMATO RESIDENCE 355 RILEY AVE MATTITUCK, NY DRAWING TITLE: METAL CONNECTIONS t\ SEAL&SIGNATURE DRAWN BY: JSJ CHECKED BY: GSJ SCALE:AS SHOWN DATE: 10-20-19 DRAWING NO: A-300.00= PROJECT NO: O COPYRIGHT 2019 SODANO ARCHITECTURE, PLLC 1962 R602,10 Wall Bracing Buildings shall be braced in accordance with this section or,when 5. In Seismic Design Categories A and B,and for detached one-and R602.10.8 Braced Wall Panel Connections applicable,Section 8602.12.Where a building,or portion thereof, two-family dwellings in Seismic Design Category C,mixing of Braced wall panels shall be connected to floor framing or does not comply with intermittent 12 of 27 Exported from bracing methods along the foundations as follows one or more of the bracing requirements in this section,those interior portion of a braced wall line with continuous sheathing 1.Where joists are perpendicular to a braced wall panel above or portions shall be designed and constructed in accordance with methods CS-WSP,CS-G and CS-PF along the exterior portion of the below,a rim joist,band joist or blocking shall be provided along the Section R301.1. same braced wall line shall be permitted.The length of required entire length of Uin R602.10.1 Braced Wall Lines bracing shall be the highest value of all intermittent bracing methods the braced wall panel in accordance with Figure 8602.10.801. For the purpose of determining the amount and location of bracing used in accordance with Table 11602.10.3(1)or R602.10.3(3)as Fastening of top and bottom wall plates to framing,rim joist,band SODANO required in each story level of a building,braced wall lines shall be adjusted by TablesR602.10.3(2)and 11602.10.3(4),respectively.The joist andor blocking shall be in accordance with Table 8602.3(1). designated as straight lines in the building plan placed in accordance requirements of Section R602.10.7 shall apply to each end of the 2.Where joists are parallel to a braced wall panel above or below,a with this section. continuously sheathed portion of the braced wall line. rim joist,end joist or other parallel framing member shall be ARCHITECTURE PLLC R602.10.1.1 Length of a Braced Wall Line R602.10.4.2 Continuous Sheathing provided directly above and below the braced wall panel in The length of a braced wall line shall be the distance between its Methods accordance with Figure R602.10.8(2).Where a parallel framing 20' 356 Main Street ends,The end of a braced wall line shall be the intersection with a Continuous sheathing methods require structural panel sheathing to member cannot be located directly above and below the panel, Center Moriches, N.Y. 11934 perpendicular braced wall line,an angled braced wall line as be used on all sheathable surfaces on one side of a braced wall line full-depth blocking at 16-inch(406 mm)spacing shall be provided g_10 12'-2r Phone: (631) 871-4160 permitted in Section 11602.10.1.4 or an exterior wall as shown in including areas above and below openings and gable end walls and between the parallel framing members to each side of the Figure R602.10.1.1, shall meet the requirements of Section R602.10.7. braced wall panel in accordance with Figure R602.10.8(2).Fastening THESE PLANS ARE INSTRUMENTS OF SERVICE AND ARE THE R602.10.1.2 Offsets Along a Braced Wall Line R602.10.4.3 Braced Wall Panel Interior Finish Material of blocking and wall plates shall be in accordance with Table PROPERTY OF THE ARCHITECT.INFRI NGEMENTS WILL BE Exterior walls parallel to a braced wall line shall be offset not more Braced wall panels shall have gypsum wall board installed on the side R602.3(1)and Figure 8602.10.8(2). r� PROSECUTED. than 4 feet(1219 mm)from the designated braced wall line location of the wall opposite the bracing material.Gypsum wall board shall 3.Connections of braced wall panels to concrete or masonry shall be G-W519 C54519 I - NO PORTION OF THIS PLAN MAY BE COPIED ASSIMILATED INTO as shown in Figure R602.10.1.1.Interior walls used as bracing shall be not less than inch(12.7 mm)in thickness and be fastened with in accordance with Section R403.1.6. [3W. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OTHER DOCUMENTS WITHOUT THE EXPRESS PERMISSION OF THE be offset not more than 4 feet(1219 mm)from a braced wall line nails or screws in accordance with Table 11602.3(1)for exterior R602.10.8.1 Braced Wall Panel Connections for Seismic Design PRINCIPALS OF SODANO ARCHITECTURE.VIOLATORS OF THIS through the interior of the building as shown in Figure R602.10.1.1. sheathing or Table R702.3.5 for interior gypsum wall board.Spacing Categories DO,DI and D2 ( ORDER WILL BE PROSECUTED TO THE FULL EXTENT OF THE R602.10.1.3 Spacing of Braced Wall Lines of fasteners at panel edges for gypsum wall board opposite Method Braced wall panels shall be fastened to required foundations in ( I I I I I COPYRIGHT LAWS HAVING JURISDICTION. The spacing between parallel braced wall lines shall be in accordance LIB bracing shall not exceed 8 inches(203 mm).I ntertor finish accordance with Section R602.11.1,and top plate lap splices shall be I I I I GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS AND with Table 8602.10.1.3.Intermediate braced wall lines through the material shall not be glued in Seismic Design Categories DO face-nailed with not less than eight 16d nails on each side of the I i N DIMENSIONS AT PREMISES.DISCEPANCIES SHALL BE REPORTED TO interior of the building shall be permitted. D1 and D2, splice. ( ( I PA NG I U THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK. R602.10.2 Braced Wall Panels Exceptions R602.10.8.2 Connections to Roof Framing i- Braced wall panels shall be full-height sections of wall that shall not 1.interior finish material is not required opposite wall panels that Top plates of exterior braced wall panels shall be attached to rafters REVISIONS have vertical or horizontal offsets.Braced wall panels shall be are braced in accordance with Methods GB,BV-WSP,ABW,PFH, or roof trusses above in accordance with Table 8602.3(1)and this constructed and placed along a braced wall line in accordance with PFG and CS-PF, section.Where required by this section,blocking between rafters or this section and the bracing methods specified in Section R602.10.4. unless otherwise required by Section 8302.6. roof trusses shall be attached to top plates of braced wall panels and NO DATE DESCRIPTION R602.10.2.1 Braced Wall Panel Uplift Load Path 2.An approved interior finish material with an in-plane shear to rafters and roof trusses in accordance with Table 8602.3(1).A The bracing lengths tn'Table 8602.10.3(1)apply only when uplift resistance equivalent to gypsum board shall be permitted to be continuous band,rim or header joist or roof truss parallel to the loads are resisted in accordance withSection R602.3.5. substituted,unless braced wall panels shall be permitted to replace the blocking R602.10.2.2 Locations of Braced Wall Panels otherwise required by Section R302.6. required by this section.Blocking shall not be required over openings I i A braced wall panel shall begin within 10 feet(38 10 mm)from each 3.Except for Method LIB,gypsum wall board is permitted to be in continuously sheathed braced wall lines. end of a braced wall line as determined in Section R602.10.1.1.The omitted provided the required length of bracing in Tables In addition to the requirements of this section,lateral support shall distance between adjacent edges of braced wall panels along a braced 8602.10.3(1)and 8602.10.3(3)is multiplied by the appropriate be provided for rafters and ceiling joists in accordance with Section wall line shall be not greater than 20 feet(6096 mm)as shown in adjustment factor in TablesR602.10.3(2)and R602.10.3(4), R802.8 and for trusses in accordance with Section R802.10.3.Roof �" o Figure R602.10.2.2. respectively,unless otherwise required by Section R302.6. ventilation shall be provided in accordance with Section R806.1. R602.10.2.2.1 Location of Braced Wall Panels in Seismic Design R602.10.5 Minimum Length of a Braced Wall Panel 1.For Seismic Design Categories A,B and C where the distance from Categories DO,D1 and D2 The minimum length of a braced wall panel shall comply with Table the top of thebraced wall panel to the top of the rafters or roof Braced wall panels shall be located at each end of abraced wall line. R602.10.5.For Methods CS-WSP and CS-SFB,the minimum panel trusses above is 914 inches(235 mm)or less,blocking between Exception Braced wall panels constructed of Method WSP or length shall be based on the adjacent clear opening height in rafters or roof trusses shall not be required.Where the distance from BV-WSP and continuous sheathing methods as specified in Section accordance with Table R602.10.5 and Figure R602,10.5.Where a 23 of 27 Exported from the top of the braced wall panel to the top of I i R602.10.4 shall be permitted to begin not more than 10 feet(3048 panel has an opening on either side of differing heights,the taller the rafters or roof trusses above is between 914 inches(235 mm)and - mm)from each end of a braced wall line provided each end complies opening height shall be used to determine the panel length. 1514 inches(387mm),blocking between rafters or roof trusses shall with one of the following 8602.10.5.1 Contributing Length be provided above the braced wall panel in accordance with Figure 1.A minimum 24-inch-wide(610 mm)panel for Methods WSP, For purposes of computing the required length of bracing in 8602.10.8.2(1). I arc 19r 4 CS-WSP,CS-G and CS-PF is applied to each side of the building TablesR602.10.3(1)and 8602.10.3(3),the contributing length of each Exception Where the outside edge of truss vertical web members corner as shown in End',Condition 4 of Figure R602,10.7. braced wall panel shall be as specified in Table R602.10.5, aligns with the outside face of the wall studs below,wood 2.The end of each braced wall panel closest to the end of the braced R602.10.5.2 Partial Credit structural panel sheathing extending above the top plate as shown in wall line shall have an 1,800 lb(8 kN)hold-down device fastened to For Methods DWB,WSP,SFB,PBS,PCP and HPS inSeismic Design Figure 8602.10.8.2(3)shall be permitted to be fastened to <r V I v the stud at the edge of the braced wall panel closest to the corner Categories A,B and C,panels between 36 inches and 48 inches(914 each truss web with three-8d nails(212 inches'0.131 inch)and I U and to the foundation or framing below as shown in End Condition 5 mm and 1219 mm))in length shall be considered a braced wall panel blocking between the trusses shall not be required. of Figure R602.10.7. and shall be permitted to partially contribute toward the required 2.For Seismic Design Categories DO,D1 and D2,where the distance R602.10.2.3 Minimum Number of Braced Wall Panelsfrom the top of thebraced wall panel to the top of the rafters or - -_ - - - - - - - - length of bracing in Tables 8602.10.3(1)and 8602.10.3(3),and the Braced wall lines with a length of 16 feet(4877 mm)or less shall contributing length shall be determined from Table R602.10.5.2. roof trusses is 1514 inches(387 mm)or less,blocking between 5't' 5-p have not less than two braced wall panels of any length or onebraced R602.10.6 Construction of Methods ABW,PFH,PFG,CS-PF and rafters or roof trusses shall be provided above thebraced wall panel DRAWING DISTRIBUTION wall panel equal to 48 inches(1219 mm)or more.Braced wall lines BVWSP Methods ABW,PFH,PFG,CS-PF and BV-WSP shall be in accordance with Figure 11602.10.8.2(1). greater than 16 feet(4877 mm)shall have not less than two braced constructed as specified in SectionsR602.10.6.1 through R602.10.6.5. 3.Where the distance from the top of thebraced wall panel to the top wall panels. p e of rafters or roof trusses exceeds 1514 inches(387 mm),the topNO DATE DESCRIPTION P 8602.10.6.1 Method ABW Alternate Braced Wall Panels R602.10.3 Required Length of Bracing Method ABW braced wall panels shall be constructed in accordance plates of the braced wall panel shall be connected to perpendicular 20' 10-20-19 ISSUED TO BLDG DEPT, The required length of bracing along each braced wall line shall be with Figure R602.10.6.1,The hold-down force shall be in accordance rafters or roof trusses above in accordance with one or more of determined as follows with Table R602.10.6.1. the following methods 1.All buildings in Seismic Design Categories A and B shall use Table R602.10.6.5 Wall Bracing for Dwellings With Stone and Masonry 3.1.Soffit blocking panels constructed in accordance with Figure 8602.10.3(1)and the applicable adjustment factors in Table Veneer in Seismic Design Categories DO,D1 and D2 8602,10.8.2(2). 8602.10.3(2). Where stone and masonry veneer are installed in accordance with 3.2.Vertical blocking panels constructed in accordance with Figure ,,'/�/Q I �i I oo� ���� 2.Detached buildings in Seismic Design Category C shall use Table Section 8703.8,wall bracing on exterior braced wall lines and braced 8602.10.8.2(3). V \ V V V l Vi I l I\ I v R602.10.3(1)and the applicable adjustment factors in Table wall lines on the interior of the building,backing or perpendicular to 3.3.Blocking panels provided by the roof truss manufacturer and I�C - CON�'I N UOUS SH�A�N I NG M��1-IOb R602,10.3(2). and laterally supporting veneered walls shall comply with this designed in accordance withSection R802. 3.Townhouses in Seismic Design Category C shall use the greater section. 3.4.Blocking,blocking panels or other methods of lateral load value determined from Table 11602.10.3(1)or 11602.10.3(3)and the Where dwellings in Seismic Design Categories DO transfer designed in accordance with the AWC WFCM or 5CM 1/ q t I i 1-QI1 applicable ,D1 and D2 have stone or masonry veneer installed in accordance accepted engineering practice. adjustment factors in Table R602.10.3(2)or 8602.10.3(4), with Section R703.8,and the veneer does not exceed the first-story R602.10.9 Braced Wali Panel Support respectively. height,wall bracing shall be in accordance with Section R602.10.3. Braced wall panel support shall be provided as follows 4.All buildings in Seismic Design Categories DO,DI and D2 shall use Where detached one-or two-family dwellings in Seismic Design 1.Cantilevered floor joists complying with Section R502.3.3 shall be MCI% the greater value determined from Table 8602.10.3(1)or 8602.10.3(3) Categories DO,D1 and D2 have stone or masonry veneer installed in permitted to support braced wall panels. and the applicable adjustment factors in Table R602.10.3(2)or accordance with Section R703.8,and the veneer exceeds the 2.Raised floor system post or pier foundations supporting braced PW-------------------PFIJAMb wk� LM R602.10,3(4),respectively. first-story height,wall bracing at exterior braced wall lines and wall panels shall be designed in accordance with accepted � ------------------ --��C�b WN.� �AN�� Only braced wall panels parallel to the braced wall line shall braced wall lines on the interior of the building shall be constructed engineering practice. --------------' contribute toward the required length of bracing of that braced wall using Method BV-WSP in accordance with this section and Figure 3.Masonry stem walls with a length of 48 inches(1219 mm)or less W5p------------------WOOn 5TUC1UPA(. rMFL line.Braced wall panels along an angled wall meeting the minimum R602.10.6.5.Cripple walls shall not be permitted,and required supportingbraced wall panels shall be reinforced in accordance with length requirements of TablesR602.10.5 and R602.10.5.2 shall be interior braced wall lines shall be supported on continuous Figure R602.10.9.Masonry stem walls with a length greater than 48 LIP-------------------�Ff-IN *ACING permitted to contribute its foundations. inches(1219 mm)supporting braced wall panels shall be constructed GP--------------------6w5UM POMP projected length toward the minimum required length of bracing for "Townhouses in Seismic Design Categories DO in accordance with Section R403.1 Methods ABW and PFH shall not the braced wall line as shown in Figure R602.10.1.4.Any braced wall D 1 and D2 with stone or masonry veneer exceeding the first-story be permitted to attach to masonry stem walls. G-WSp--------------CON11 NUOU5 5H�ATHFP panel on an angled wall at the end of a braced wall line shall height shall be designed in accordance with accepted engineering 4.Concrete stem walls with a length of 48 inches(1219 mm)or less, WOOP 5VUCTUM PANNI. contribute its projected length for only one of the braced wall lines practice. greater than 12 inches(305 mm)tall and less than 6 inches(152 mm) at the projected corner. R602.10.6.5.1 Length of Bracing thick shall have reinforcement sized and located in accordance with G-ff----------------CON11 NUOU5 5H�ATHF[2 Exception The length of wall bracing for dwellings in Seismic Design The length of bracing along each braced wall line shall be the greater Figure R602.10.9. FOUR, MAM� Categories DO,D1 and D2 with stone or masonry veneer installed in of that required by the ultimate design wind speed and braced wall accordance with Section R703.8 and exceeding the first-story height line spacing in accordance with Table R602.10,3(1)as adjusted by the shall be in accordance with Section R602.10.6.5. factors in Table 8602.10.3(2)or the seismic design category and R602.10.4 Construction Methods for Braced Wall Panels braced wall line length in accordance with Table R602.10.6.5.Angled Intermittent and continuously sheathed braced wall panels shall be walls shall be permitted to be counted in accordance with Section -1 constructed in accordance with this section and the methods listed in 11602.1014,and braced wall panel location shall be in accordance Table R602.10.4. with Section R602.10.2.2.Spacing between braced wall lines shall be R602.10.4.1 Mixing in accordance with Table R602.10.1.3.The seismic adjustment Methods factors in Table R602.10.3(4)shall not be applied to the length of Mixing of bracing methods shall be permitted as follows bracing determined using Table 8602.10.6.5,except that the bracing 1.Mixing intermittent bracing and continuous sheathing methods amount increase for braced wall line spacing greater than 25 feetz� WE" from story to story shall be permitted. (7620 mm)in accordance with Table R602.10.1.3 shall be required. � wQ 2.Mixing intermittent bracing methods from braced wall line to The minimum total length of bracing in a braced wall line,after all 1 braced wall line within a story shall be permitted.In regions within adjustments have been taken,shall not be less than 48 inches(1219 ir Seismic Design Categories A,B and C where the ultimate design mm)total.R602.10.7 Ends of Braced Wall Lines With Continuous wind speed is less than or equal to 130 mph(58nns),mixing of Sheathing Each end of a braced wall line with continuous sheathing intermittent bracing and continuous sheathing methods from braced shall have one of the conditions shown in Figure R602.10.7 I PANEL �) p� Ari�L ( I PANEL L'I wall line to braced wall line within a story shall be permitted. LENGTH LENGTH LENGTH 3.Mixing intermittent bracing methods along a braced wall line shall be permitted in Seismic_Design Categories A and B,and detached dwellings in Seismic Design Category C,provided the length of required bracing in accordance withTable 8602,10.3(1)or PAt:LLVrATkPER TAOt,E R40Tt6s FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING 8602.10.3(3)is the highest value of all intermittent bracing methods - -- used. .. . 4.Mixing of continuous sheathing methods CS-WSP,CS-G and CS-PF along a braced wall line shall be permitted.Intermittent ON11Hu0 sars++[An o methods ABW,PFH it and PFG shall ea permitted to be used along a LNUOL)S COr,TWt1SBLOCKING LOP LrfuGTrt braced wall line with continuous sheathed methods, FLJs.L,� �� I � MRT T,9•WOOD FOR POJEL SPLICE Pf IrEDED} OF ORACCD WALL.PAT � ! S1WIC'TVRAL PAfdEL AOJf�I*d!`JfiPTtJELE;)£P9$HkII.MFFT r�renar+,E.nEAwm}rc«a+trros�TrctrinAaatTAoaucrn+swtw los ecPrrraaotr�ttru AtsaTJisraAtEHhaa:ra nMs+ lO+rreaocr r S}�FATi�tr..QN�OFFICF 0Vt'AAND FEFASIEItDtoco0.1v0`l A"t'R•Art OF Id'AfXR awM 1w E ralRtrA rRA■uE OR ENO inks T MFVP.ER rAPF'CYLY A ROMP a tv a G ALONG t. 2Ma®NAeGtO teAij.AnFH L 1 FAsrrs rIDAR7 aTtao BRACED WALL PA7,EL BKACI'D VML1 PYWEL t F RAE1F1.^s $^./r rwAlmFn ware ex 'rwa Ta es uTAT wrc.,• 5+ WN 2 A A RRMING M4 , PERTrCT1DIC;lil.AR FRJ4t(P°tG roham tCaz.uuwua»k..w tF.w4»aelriMPVFR f�,swa«fMH a COLmt.E tL RF01sIrrO p�GytlhfQNdRCALV bQxtJAR$ E' R"URN� \ 4 @1t.,U 0 WM(PAMI AT Of�Ck L „f ry„e uefAi wrxia • w Jhl 6"O C.ALONG PROJECT: wRw t •^' SINGLF MO Of BRACT 0 WAS L VNE �or+�A+x•¢syM O C IT PAWL,EDOF4 FOR SatJs"LF L BRACED WALL PANEL ND CO WAIL N 2 a Ar \ BTQRY APJ6 t•OC Mr,rELED£Ea � tA.1,1X n7eALf L,WAIL LIN[' ::, ..................__......._. . n .t i 41" `�.�Od 6T Jr•C.C.ALONG `_100 RAK11 � (2,400,0004 "� F'�RFK PIPStT OF 25TCR'f9 �DRACE WALLOAIG A� END CWa�Rif}NT Iun..lY.+.+�•++[r.uu'aaTwprfELur.AarauRaarrtT'.-. .. ` S:NCTt$?R+tP•tYPE ORACCCWA3iPrv�tCi •�'SER■+, G.�EAE*�.rA�R I �,�w�,h ANCtORS PER TAaLC P502 to e T coral; »- .i W.e.� � • �+ Aq�n PROPOSED GARAGE FOR: ------ rwFrnro w.ri JR CC ALONG BRACED YaAitPA^Ei 1w1A5ArEAGN ' , &TUgSUri,FRHF.AOFRA$RFOUIRFD ("!nuu.u'waxiui """' '°�tAAesrwfAyy'nA�.�Jmw+.nvhywn,■n a+,ti}t_�cse,wcL ea.oG+crx; m OFEA.CHSMCn,raFORCLhr�TYJ Ci.Aw+:AAORWau 111*1N..rANtItAA�YORO tA.t,LRrlWfwA.Aswf `4--FAafaHttlp @JiACFariALtPANFL AP-TYPE At %,� � !. ./ '✓ aaTrt AAAa�rwa hL4f0=, MAT rt i6tErdUER STR DEMATO RESIDENCE aAe Lwvsa W'r+h rArw PEN111"ED TO BE ATTAOIED QUER .■-GRACED WALL PANEL 1 tdACERti1AlCI VDE�RAPRE,e=A!ffif w,.prA.-arT f t. A TJtE1rQQDS,RUCTLPRALPANEL � .,�. _ PZ/// 355 RILEY AVE Rw.*$RA A,.SYntlU+(YF'Y McM.s a""eR:a;arG MFI�.NT, R+'>:++dlof teip i rr.ffxx,a,ruC uw,�nweaAir 110 COU110NORGALV1101(NAiLIA 1r +--�-•ERACtbWALLPAREL a'.•f7ArrE auaf eir Awa.RTw.a Asae R+ct Fs wF<RRwf t( rat.T+P . '` PLwr+Nw+Lfx6 .._$*ACEDW011PANEL PAtrrLMtJ*TOCATTACt1ED lu DCATlNTER,JORSCMPiYFJTS ZR// MATTITUCK NY .r--WACTO WALL PANEL `-•� BPAGEa WALL PANELr ; --LONecus((r,rrR rhsttrr e(nwrT»urw g, TOCONCR TEF onfJ.OR �1,e TIW-++W'Jt%kl SikU6iWaK WVN. Art AS.paR - p TMliM R9nT4 .ix'Tcrw CONCRE IF f O41tr)AT IQN _ r-+ SIP.+}ot tl6'O C.ALONG 3-16d ft Ir O C.A,.ONG / Rt rLi■RI ti ` wTr»eoc<ma :*ufa.vw�€nsaawsawr raRAfctrarucY(cRr « raC.,wA.T.k.atsM,<aTa.A+rrt+daia,AA AT ,�y 3•tbADtE'at.AIOMG a,.tgd,Rtd'O.C.M61+ 0. 4 3.T6dAtE,aa Y6Al1COttTita4Jl1'.+QVER - C. wNPr*tF04t41ttoorrout ATioN BRACED WALLWUarL BRACED WALL PANEL � ae-ue}eu,AaIfI--rapwtiinartt PANEL ri. wKJwa TM . BRACE.D WALL'"fL BRACED WALL d-MiE '`�,,,,, f-•+ mMAq WALL W4L rsexA'E.ExrAP j} BRACED WALLPANE.L BLOCAY1a T*-TAPER 01EIRVARtOPANDOOTTOWLAP hT tAU L7e CRAGE:T WAi.i ePlf. �.y-_----r-` y�yy a,h,,(( DRAWING TITLEJ w`+--•Wt.INVV.OF PoWCi PER WAk ftei to AR�+0v.1 tnC.R RTu:.1 r$t"E RM��rtrttbeE NT$ ,� EMO CONOtTIpN ENO CONattMiN A �r ,A11 r v'Y f♦ n , ,.i_p5� 0AM 15,MP11111,'(d r ✓ RaATStlf if i'ik AY«7i0..ks:i el Y•i'T% r-,♦ I Wa 9ptOKAAETERMw,,eM ak;LfA 'if«.teeaA9:J �,' v:�:w+- �••� o%;MUOUSLY SK VITT LJ r.'r YM°PLAYL V.W4I, -� A e ^---^-^-•----^-- --.-----ted.--®-» I NEai111TfIAENTS All H'wirttNTI J`n y +--- IAMNAILS i1 • `R ,�•1' w' K u rtl�IwALt LRrE R.lum pn,tl; 2W k(6,■ewd wwd M"ta�emYlMd wine �� q o,wr LAcl RVrf L Rt rxw.e u P of IJ EauGi Euoe +�"M J.-• PERPENDICULAR rRAPANG to wtr f woad asrmvaa ua rota VVALFA O"'A. u BRACED - WALL PLAN t •. , - ^ r $T'NY bwod Kat WWI she~%+h w s. w FRI bR,r,�,E R7r.laa '� a t+ a # r m ,P ., ,R• se r FwAt+K RoLu:iw#absbeuYd 0ra'PtlrO1J5 t6Ar Fi M YNp EGRY@ LORN F '` '� EL�YhiO dia ttl`C7tAfdFTfR Afar�H'.7R .�.....,. UMMMA FCOT1W.SITE W OER \\ F't�L•IiEtGJfT NtOCICIt .i 1140-D: Wry t-d waE r.-thwnaxd wit, O It-O.C.ALON0 OPEI11110 CS iT"X 1r,A TUR*D DOWN Ci]NT0iU0ltS FJtM+ .oad etc e u#wtReh hNrS.NMtAOtra PER CN Ent]JOt$r bNAGEOtkALL PA1t$'L @'tJUC;Ea Wali P"&^aEt MOLTS LOCATED AtJC EN CIONT04U US ALONG LE WITH Ir ra,n.cad wa1 wvn she~wlsr twr-TAl4I' di IA 6-Ar10 Ir OF E.AC"E ND Dr SJ Ali SCALL PE pE RtareTED AT DOOR OR BAsaD IOtST OF BRACED WAt t PA nrL trw tuT#AI,v bbd OPt:JIrraGS. ■ THES£Cf.tENT 10 IMA IAnpsTeaauso Wtddwn a100bsctp■IybstvndtoExedatoftte SEAL SIGNATURE DRAWN BY: JSJ FRONT ELEVATION SECT04 I.I • dean' !need wit pwt4 Fdoew to VIA iww&,A wAu PAUL NIX L*ooYrtv--► b 1h.JoeeNettM d®oar fralnRw;Eeiow For SI: 1 inch =25.4 mm. For SI: 1 inch =25.4 mm. °E•`-� ENotara$ CHECKED BY: GSJ For 51: 1 inch 25.4 mm, foot=304.8 mm. For St: 1 inch=25.4 mm. For SI:1 inch=2S.4 mm,1 foot=304,8 mm,1 pound=4.45 N. SCALE: AS SHOWN = DATE: 10-20-19 FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR DRAWING NO: FIGURE R602.10r6.3 METHOD PFG-PORTAL FRAME AT GARAGE DOOR OPENINGS IN FLOOR/CEILING FRAMING FIGURE 8602.10:6.1 METHOD ABW-ALTERNATE GRACED WALL PANEL TO FLOOR/CEILING FRAMING FIGURE R602.10.7 END CONDITIONS FOR BRACED WAIL LiNES WITH CONTINUOUSA_/� 00 00 SHEATHING E !� `T ■ SEISMIC DESIGN CATEGORIES A, B AND C t/ PROJECT NO: - -- - -- - - -- ---- - - - ©COPYRIGHT 2018 SODANO ARCHITECTURE, PLLC ' 1962