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HomeMy WebLinkAbout44734-Z ho�aof souryo`Q Town of Southold * * P.O. Box 1179 �0 53095 Main Rd couw Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46926 Date: 03/23/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING ALTERATIONS Location of Property: 9280 Nassau Point Rd Cutchogue, NY 11935 See/Block/Lot: 118.-6-6 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: Pursuant to which Building Permit No. 44734 and dated: 02/26/2020 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 deck, to existing single family dwelling as applied for. The certificate is issued to: Michael Thompson,Debra Stabile Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 114756 12/21/2025 PLUMBERS CERTIFICATION: uth ri ed S nature TOWN OF SOUTHOLD �gUFFO1,�C gaBUILDING 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#: 44734 Date: 2/27/2020 Permission is hereby granted to: Thompson, Michael 1105 Park Ave Apt 6A New York, NY 10128 To: ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. Replaces BP#37580 At premises located at: 9280 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 118.-6-6 Pursuant to application dated 2/26/2020 and approved by the Building Inspector. To expire on 8/28/2021. Fees: PERMIT RENEWAL $493.40 Total: $493.40 ,1 d:Buildii �=r ' 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#: 37580 Date: 10/15/2012 Permission is hereby granted to: MICHAEL & DEBRA THOMPSON 1105 PARK AVENUE APT. 6A NEW YORK, NY 10128-1200 To: ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. # 35545 At premises located at: 9280 NASSAU POINT ROAD CUTCHOGUE SCTM # 473889 Sec/Block/Lot# 118.-6-6 Pursuant to application dated 4/21/2010 and approved by the Building Inspector. To expire on 4/15/2014. Fees: PERMIT REFUND $493.40 CO -ALTERATION TO DWELLING $50.00 MTota $543.40 ing Ins cto FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35545 Z Date MAY 11, 2010 Permission is hereby granted to: M & D THOMPSON 9280 NASSAU POINT RD CUTCHOGUE,NY 11935 for ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 9280 NASSAU POINT RD CUTCHOGUE County Tax Map No. 473889 Section 118 Block 0006 Lot No. 006 pursuant to application dated APRIL 21, 2010 and approved by the Building Inspector to expire on NOVEMBER 11, 2011 . Fee $ 986 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 JAN 1 5 2026 JU + : NASSAU ELECTRICAL ; 9"At,d t partment SUFFOLK I N S P E C T O R S (. ! 159 Route 25A, Building 1 Suite B -;� Miller Place, NY 11764 Telephone:631 495 8136 • Fax:631 509 4538 • E-Mail: Requests@SuffoIkBEI.Com ,;CERTIFICATE OF ELECTRICAL COMPLIANCE "I Applicant: BJ Electric Certificate No.: 114756 ''g Rough In Inspection Date: Dec 02,2025 Final Inspection Date: Dec 21,2025 j Application No.: Building Permit No.: 52435 1 County Tax Map No.: I $ This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work I described below,installed on behalf of the applicant named above, located at the premise of and not after the final inspection date above: Owner: Michael Thompson d Site Location: 9280 Nassau Point Road,Cutchogue,NY 11935 f Owner's Address(if different): Qx Residential x❑Indoor Basement Service Shed Commercial ❑Outdoor ❑First Floor Pool Hottub ❑New Qx Renovation Second Floor Attic/3rd Floor Garage ❑Addition Survey PV Solar Generator Conversion ❑Signs Battery Storage F1 Safety Inspection Other: INVENTORY Single Phase Heat Duplex Recpt Ceiling Fixture Dual Func Breaker 2 I Three Phase Hot Water GFCI Recpt Wall Fixture Smoke C ,I Main Panel AC Cond Single Recpt Recessed Fixture CO Detect 9!) Sub Panel AC Blower Range Recpt LED Lighting Smoke CO Combo jTransformer Appliance Ckt Dryer Recpt Emergency Time Clock Disconnect Switches 10 Twist Lock Exit Fixtures Pumps I GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan I Other Equipment: 3 The electrical work and/or equipment described above were inspected and was found to be in compliance with local, ! i state and national electrical code requirements and this office. s i Applicant: BJ Electric License No.: 2670me I Date Printed: Jan 15, 2026 ° Inspected I I Signature: 4 pF SOplyolo . • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLOD. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: c � DATE PE T IN R S C O soar courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU DATION 1ST [ ] ROU H PLBG. [ ] UNDATION 2ND [ INSULATION ] FRAMING / APING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ec DATE INSPECTOR N ie TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ) INSUL [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT NSTRWTION [ ] FIRE RESISTANT PENETRATION REMARKS: `o i DATE �l © INSPECTOR SOblyO - - O # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�nuxtr tip' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI LATION n [ ] PRE C/O MARK . I l� * G Yk ® f� DATE "W INSPECTOR 1 OWL { .� r IN Piiii T� T aim"m ..II _. �. r 1 �. Ir I C I. SAC wwrAt li409 `t I 1 _ _ _ __ __—__ _ _--____ __— __a______. x_.�_ t_Y•_Y t^.+.Y16alY+�t.ci<YIc..Yrv2YHV/��'¢9HIS(�'4�M/}!!a 1 VA � R - ec @e ��,y�w.. a . -- .1Lns,a aa..o^.x+.�.:.+....eam le Nls+va —,- ,:ll- � i I 1 L INSPECTIONiEPORT DATE COMMENTS ro 4111 FOUNDATION(1ST) - ----------- ------------------ � i FOUNDATION(2ND) • �. G i v� ' o H ROUGH FI AbaNG& PLUMBING 4 H INSULATION PER N.Y. STATE ENERGY CODE Y a ... N - FINAL ADDITIONAL COMMENTS d to � � z d T OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST ti 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 20 Mail to: R/X4 .1 Disapproved a/c Phone: Expiration r i /(,20_ E C E nn Building Inspector D 11 LICATION FOR BUILDING PERMIT APR 2 2010 Date 2c' / , 20 INSTRUCTIONS BLDG.DEPT. W OF S U etely 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 de, an re tions, a .-to admit authorized inspectors on premises and in building for necessary inspections. (Signature of pli nt or name,if a corporation) o/ (Mailing addres of applicant) State whether applicant is owner, lesse(, afgent, hi , engineer, general contractor, electrician, plumber or builder Name of owner of premises—� � �f �% G / i�, /e�✓ — ---- (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: House Number Street Hamlet j County Tax Map No. 1000 Section Block 06 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premiss and intended use and occupancy of proposed construction: a. Existing use and occupancy /Aj C6 6 /!'4411 ! ACi J b. Intended use and occupancy 1/4/11115 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 occu ancy, specify nature and extent of each type of use. scr- 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 S' s(I� i 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 0-�o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO -k 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises �f�� Address Phone No. 7-/ 21 0 Name of Architect Address Phone No Name of Contractor Address Phone No. 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 ) 7Z' being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public State of New York (S)He is the Qualified in SuffolkOCop (Contractor Age , Corporate Officer, etc.) Uornmission , 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. worn to before me thnis day o 20A_ ALA Notary Public Si nature o pplicant Eli I i 1 I BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.8108 DATE:MARCH 20,2013 ISSUED TO: MICHAEL& DEBORAH THOMPSON PROPERTY ADDRESS: 9280 NASSAU POINT ROAD,CUTCHOGUE SCTM#118-6-6 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 20,2013,and in consideration of application fee in the sum of$250.00 paid by Mark K Schwartz.Architect and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a first-floor addition of 17.9 sq.ft. at kitchen, 11'x10' deck on south first floor addition; 111x10' deck on south existing second-floor roof to be removed and construct new roof with higher pitch; and as depicted on the site plan prepared by Mark Schwartz&Associates,last dated September 19,2012 and stamped approved on March 20,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affrxed, and these presents to be subscribed by a majority of the said Board as of this date. Oz7. ��$11FFOL,�c s 3 y y 0 BOARD OF SOUTHOLD TOWN TRUSTEES f SOUTHOLD,NEW YORK PERMIT NO.7179 DATE:S;EPTEMBER 23,2009 ISSUED TO: MICHAEL&DEBORAH THOMPS.ON rr PROPERTY ADDRESS: 9280 NASSAU POINT ROAD,CUTCHOGUE 00 SCTM# 118-6-6 a ce r AUTHORIZATION v1010 Pursuant to the provisions of Chapter 275 and/or Chapter I I 1 of the Town Code of the Town of Southold and in accordance with the.Resolution of the Board of Trustees adopted at the meeting held on September 23,2009,and in consideration of application fee in the sum of$250.00 paid by Michael&Deborah Thompson and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct.a first floor addition of 17.9 square foot grid second floor i29.2 square foot living space to expand kitchen on first floor,extend bedroom and add two dormers on second floor; rebuild rear deck 481.5 square foot total (30.1 square foot more than existing),rebuild side deck 113.3 square foot and expand front b porch by 19.9 square foot(total 135.2 square foot),new pool and patio,with the conditions that the existing buffer on the property is to be maintained,a line of staked hay bales with.silt fencing is installed prior to construction,the installation•of gutters, leaders and drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff,and as depicted on the site plan prepared by Mark K.Schwartz,Architect,last dated'August 28,2009, and received on August,25,2009. IN WITNESS WHEREOF,the said Board of Trustees.hereby causes its Corporate Seal to be affixed, Al and these presents to be subscribed by a majority of the said Board as of this date. $uFFac CD N y'�Ol ,1•b0�' — � John M.Bredem rg SQUZ' Town Hall Annexeyer III,President �� Ql . Michael J.Domino,Vice-President ~ O 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 CIO Dave Bergen,Trustee ® �� Telephone(631).765-1892 Charles J..Sanders,Trustee IiYC®UR� Fax(631) 765-6641 Itl 1', .BOARD OF TOWN TRUSTEES _ TOWN OF.SOUTHOLD CERTIFICATE OF COMPLIANCE # 1063C Date: October 21,2014 THIS CERTIFIES that the construction of a first-floor addition of 17.9 sq.ft. at kitchen, 11'x10' deck on south first floor addition; 11'x10' deck on south existing second-floor roof removed and construction of a new roof with higher pitch At 9280 Nassau Point Road, Cutchogue,New York Suffolk County Tax Map# 118-6-6 Conforms to the application for a Trustees Permit heretofore filed.in this office Dated February 26,2013 pursuant to which Trustees Wetland Permit#8108 Dated March 20,2013,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a first-floor addition of 17.9 sq_ft. at kitchen, I Px10' deck on south first floor addition, 1 Fx10' deck on south existing second-floor roof removed and construction of a new roof with higher pitch. .The certificate is issued to MICHAEL&DEBORAH THOMPSON owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Alexander 13. Grannis Phone: (631)444-0403 • Fax: (63 I)444-0360 Commissioner Website: www.dec i,1y,L)QV LETTER OF NO JURISDICTION TIDAL WETLANDS ACT October 21, 2009 Michael Thompson 1105 Park Avenue #6A New York, NY 10128 Re: DEC# 1-4738-01014/00003 9280 Nassau Point Road Cutchogue; NY 11935 SCTM# 1000-118-06-06 Dear Mr. Thompson: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: V The portion of your property which is located landward of a functional and substantial man-made structure (a bulkhead) greater than 100' in length, constructed prior to 8/20/77 as evidenced on Aerial Image Resources Photograph Exposure#71-2002 and as shown on the survey prepared by John T. Metzger on January 23, 2009, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the.tidal wetland jurisdictional boundary and your project (i.e. a 15 to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sin erely, i Laura . Scovazzo Permit Administrator sla cc: MHP Mark Schwartz. Town Hall Annex Telephone(631)765-1802 54375 Main Road N ax(631)765- 5 2 P.O.Box 1179 G Q roper.richert(a own.south�016.ny.us Southold,NY 11971-0959 �Q • �O �yCOUNTI,N BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: M N Onc-P 1 S 0 r' *Address: lV 0_15 'J� *Cross Street: *Phone No.: Permit No.: cv\-c( �5 Tax Map District: 1000 Section: ! ( Block: _ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES /NO_ Rough In Final *Do you need a Temp Certificate: YES / NO 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 f� e� 82-Request for Inspection Form l dok Town of Southold � Erosion, Sedimentation& Storm-Water Run-off n off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.# THE FOLLOWING ACTIONS MAY REQUIRE THE-SUBMISSION OF A te®o _[L 4._ d I ®( STORM-WATER,GRADING.DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORIiG. ------------ Item Number. (NOTE: A Check Mark(r)for each Question is Required for a Complete Application) Yes No — Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? p (This item will include all run-off created by site clearing and/or construction activities as well as all Site IG El Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include ail Proposed Grade Changes and Slopes Controlling Surface WaterFlowl $ - Will this.Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? El 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of a Five Thousand(5,000)Square Feet of Ground Surface? — 5 Is there a Natural Water Course Running.through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? — 6 Will there be Site preparation on Existng Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to One Hundred(100')of Horizontal Distance? — 7 Will Driveways,Parking Areas or other.impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? a — $ Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? a. (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of.any Watercourse? ❑ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm-Water,Grading, ——— Drainage&Erosion Control Plan is Required and--Must be Submitted for Review Prior to Issuance of-Any Building Permit! ——— EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm Water,Grading,Drainage&Erosion,Control Plan is NOT Required! — — -------------------------------------------------------- STATE OF NEW YOM COUNTY OF-5........... ......................SS That I,....! .1. /.� .:.......f�r.� (f✓ ......being duly sworn,deposes and says that he/she is the applicant for Pemut, (Name of individual signing Dowment) CONNIE D.BUNCH Andthat he/she is the ........................................... .........................:................................0 (Owner,Contracts,Agent om Notary Publ'c State ofCou..New Yori C morate Officer,eta Iivali�i6d in Suffolk mission Expires April 14 Owner and/or representative of the Owner of Owners,and is du orized to perform or have performed the said wo0r�a 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 herewith. Sworn.to before me this; ..................{�.�...................day of ...................... ,20.`. Notary Public: .....`',,,`;,`,`�.`....................................... .................. ........ ..... ........ .... ................................. (Signatur of plicant) FORM - 06107 n Southold Town Building Department �Q�St1FF0(,tc P.O.Box 1179 Permit#: 35545 a 54375 Main Road o • Southold,New York 11971 Permit Date: 5/11/2010 ryy�jp ao�S4;4 (631)765-1802 Expiration Date: 11/11/2011 ' r�' Parcel ID: 118.-6-6 BUILDING PERMIT RENEWAL LETTER Dated: 8/28/2012 Applicant: MICHAEL&DEBRA THOMPSON Location: 9280 NASSAU POINT ROAD CUTCHOGUE Work Description: ALTERATION ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR 1 A FEE OF $493.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: MICHAEL&DEBRA THOMPSON Address: 1105 PARK AVENUE APT. 6A NEW YORK,NY 10128-1200 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SUF Z Southold Town Building Department P.O.Box 1179 54375 Main Road Permit#: 35545 CM N Southold New York 11971 Permit Date: 5/11/2010 oy'tj0 ao� (631)765-1802 Parcel ID: 118.-6-6 Expiration Date: 11/11/2011 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 10/9/2012 Applicant: MICHAEL & DEBRA THOMPSON Location: 9280 NA55AU POINT ROAD CUTCHOGUE Work Description: ALTERATION ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR A FEE OF $543.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: MICHAEL & DEBRA THOMP50N Address: 1105 PARK AVENUE APT. 6A NEW YORK, NY 10128-1200 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department �o�OguEFOl,�cdGy P.O.Box 1179 Permit#: 37580 53095 Main Rd o _ Southold,New York 11971 Permit Date: 10/15/2012 �aof (631)765-1802 Expiration Date: 4/15/2014 Parcel ID: 118.-6-6 BUILDING PERMIT RENEWAL LETTER Dated: 4/24/2015 Applicant: MICHAEL&DEBRA THOMPSON Location: 9280 NASSAU POINT ROAD CUTCHOGUE Work Description: ALTERATION ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. #35545 A FEE OF $493.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: MICHAEL&DEBRA THOMPSON Address: 1105 PARK AVENUE APT. 6A NEW YORK,NY 10128-1200 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. r�=� Southold Town Building Department �o�stlFFOIK y i P.O.Box 1179 Permit#: 37580 o 53095 Main Rd o - cs�� Southold,New York 11971 Permit Date. 10/15/2012 (631)765-1802 Expiration Date: 4/15/2014 Parcel ID: 118:6-6 BUILDING PERMIT RENEWAL LETTER Dated: 11/21/2019 Applicant: MICHAEL&DEBRA THOMPSON Location: 9280 NASSAU POINT ROAD CUTCHOGUE Work Description: ALTERATION ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. #35545 A FEE OF$493.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: MICHAEL&DEBRA THOMPSON Address: 1105 PARK AVENUE APT. 6A NEW YORK,NY 10128-1200 The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. i . Tuesday, February 18, 2020 F E B 2.5 2020 Southold Building Department P.O. Box 1179 Southold, New York 11971 To whom it may concern: I have enclosed a check in the amount of$493.40 payable to the Southold Building Department for the renewal of construction permit number 37580 for the property located at 9280 Nassau Point Road. I believe this is the correct dollar amount. Please let me know once you receive this check and issued the new permit so that I may be able to schedule an inspection. My telephone number is 646-512-3598. Thank you for your assistance, Michael Thompson pF SOUTy�I Town Hall"Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O Iy�DUM`I,�� BUILDING DEPARTMENT January 21, 2022 TOWN OF SOUTHOLD Thompson, Michael 1105 Park Ave Apt 6A New York, NY 10128 , RE: TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) X Electrical Underwriters Certificate. ' = A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. (Planning # 765-1038) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44734-Z Alteration/Additions 0� �6nG �'z►` all OQ• w � � p 'S w hl r` 4�4obvo �. CERTR:xD TOO JAA�'S h�7�FAbN BA0W-V U AFL: FARSt AAEl�CAN CO~Y OF MEN AOUEBOGUE ABS. I r _ f w S r for ... r r� CD o N Y� - woo- OHM � M � i � i t + 46 ol 40 do , �ik � ;.� 7. sK. 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BEDROOM No.6 •'---- I' CLOSET I CAIHFURAL I FILING I I CAIHELIOLCEILINIS I I CATHEDRAL CEILING I I CATHEDRAL CEILING I ••• �• 'I' t M N �' I Ix sI �yysI '; u'I C �• 4 G Q '`IN I yl !jt 4, is I c .. E! BEDROOM No.1 r M G MA - �I SON ROOM DINING ROO !E LIVIN ROO I; o MQ �y r,•I " ^u I1Ip`� .. E! a.6" IICHUNGH Mil C•� Fw m E'r•] I„ y I x I 1 !! (6"STEP DOWN) C CLOSETro O a! 9'6-PUTT HEIGHT O r-1 v 0 BI I I :s;vucln: •s'4uGHr I(SKYLIGHT! ROOM HALL o•4 k.................)L.....-..-....._.......... sH Q 00 •�-n L AILING EC ArnfoB r ATH N —s— 'I I ,........ ..yp..... .^.r.�i�.��.� CATHEDRAL[FIl1NL I '� •'� a 1[ () a ..........R.................A� W WJ 1•-� •........... •�-• ' F`F'`�T�( __ f3 XIS w�2 3/1"PI WOOD • (J 6'OFFP R'PPF I LUSH BtnM,u PLYWOOD FLITCH PLATE 1 p��f (3)2kf2 PLAT SFL.GiWOpD ' Q .i+ STAIR HALL � � I I >Q FLITfM PLATES FL GIRDER OVfR 37]XI2 w/l;4f PLW'oOb FETCH PUTES DRpPPF.D GIRDER FLITCH PLATES FL.GIf.DER 7'S"FLAT CLG. bA C"n . .9A I ( ( .F.. LL a,,+. r.•,o �/''�J HALF BATH ( I t pl! BATH No.2 O BATH No.3 e .Abn ,Abe iJALL In U 4�•I GJ CATHEDRAL CEILING 1 `Ll: -' G vj .••f/'+4 9'9"PLATE HcILHI 0 T3"PLATE HEIGHT pN M O O G,. W .31�5=u"PLATE HEIGH�--------► h � r-4 PLUMB( b D` ALL PLUMBING / t' STE 0 STORAGE ® MECHANICAL ROOM STORAGE &WATER LINES _ :L� ENTRYLIBRARY BEDROOM No.2 _ TEST IN..a ,.r,CCVRE CJ ..._�- 2'd•PLATE HEIGHT O .......... ................................................ P, =RT1,7CAT((CN H ON LLB (7iiE .._ .. ..}F E I - (.')2V2fLGRDER '�• , (1)]XI[FL.611HU, ~ _ , •• f _ �O�y ............................................................... ... C .r, L .IT ZT�' P•....-. "'"F4 �. Y, •*;..,. )� , 0 - LI--71X �� Y C ( ( )` ) .?4 d,.c. 1 ®u„i JUL/JC(-1 ll,.id_J ((Y - _ �` S�' SUPPL Y SYSTEPvI CA�Jr'OT I /� rT z 4 _ iT .r. cs _ r r ' 2 1 L CrL" iBRICKPOR(CH I ,..1.�.4t-.,.��,. .,�. ";' J (� �, 3 r t �y ........................................................ r; _. ,�...., �/ G'J ell • .. EXCEED.2I10 OF 1 a ro LeAD• I:- b EXISTING 2ND. FLOIR PLAN PANTRY h:- _ m ` '` MI ID ROOM 24-4" W SCALE: 1/8"= 1'-0' W u, i P,i , FO f I•�4� 1 I V .-/-•,- l( r:. t LIM, 7D PLUMBING FOUNDATION':'PLAN EXISTING) NST- . cLa II ALL CO r! LP TANK :SIe'ebiCA15IL'iRL`f �'• SCALE: 1/8'I da�'�I SlU•.R( ._F i 1 1 91 :' ' ' (9'2'SLAB TO BOTTpM OF CHORb) PROPANE O yJ(.. S,•a r'J� P_. -. `-� S TANK O u•�. MEET THE REQUI 0�THE EXISTING IST. FLOOR PLAN > 'e „/` ! CODES OF NL_t aJ Y(l,,K STATE. EW � 7kec"p1%.1<',IEPitRL`s!' ���p���� R;s�'• 'A4'",� (9'3•SLAB �Gt�.YOp]BOTTOM OF CHORD) yl.vV..1� �•+` �A #. AGE CATHEDRAL CEILING •.....................••----•• �, f� P, rE��tF�'*,E�(� �t 3 'P-t- ,� , (UNFINISHED) T^� �y C 1 tl V it C`.d.J i s r'v I{. Y ERRORS. J. w Y- .. M4 1 1. ---- . RETAIN STORM WATER RUNOFF ���4 1e„(9'4'SLAtl T0ILARTIE kUCHOAb),te,• r,., ♦ .,r OF PURSUANT TO CHAPTER 236 _ OF THE TOWN CODE. : _ f' r ti DRAWN: MH/MS -0,SC1/4"=1 ALE:,......... .E t9'-2SIA9TO8OTTOMOFCHOAD) ' a )• Q9• '„ JOB#: +'.,s f r s(. .J# .§_.. �r l "��K April 21,2010 UNFINISHED WALL(Nom7 �l �• r ff .Z._- SHEET NUMBER: L-+ IT PAINTER TO I PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COIwIMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A� MANUFACTWPER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. H -iS ( I'v1i I C REQUIRED REVISIONS: BID SET 10/23/2009 REV.BID SET 01/28/2010 REVISED 02/24/2010 SISTER NEW 2X8 ACQ SISTER NEW 2X8 ACQ 8'-0" -- BLREVISED DEPT. 04/09 0110 TO EX.JOISTS TO TO EX.JOISTS TO SQUARE OFF DECK SQUARE OFF DECK r — - - — — — — — — — — — — — — — — — — .— — — — — — — — — — — —•— - - — — — — — — — — — — - - RE-USE EXISTING 2X4 DECKING I ` .ADDADDITIONAL AS REQUIRED -- I , RR USE EXISTING � � '�'^`` '- L• �—'--L DECK JOISTS I ` - (ADDADDITIONAL p _ ___ _ _ _ _ _ ___ __ ___ _____ _____ _ _ NEW(EXTEND) I / `t e( El EQ, ADD 6X6 ACQ O I I 11 O OVER GIRDER O i -» ;'' (� ^� DECK SYSTEM TO BE RAISED.ADD 6X6 ACQ OVER EXISTING 0 EXISTING(3) U o DECK GIRDER.SECURE RAISED GIRDER AS INDICATED. 2X8 GIRDER ' ' �I, 1 Z R ME FASTENERS IPER MANUFATURES SPECICATIONS.BOX IN i i — G�IRDER w/AZEK TRIM OR EQUAL SIMPSON SPH6 o SIMPS N P5418 ~' PLATE TIE O STRAP TIE i SISTER ADDITIONAL 2X8 ACQ AT 12"OC I I TO ALL DECK JOISTS TO MEET AT EA,POST(EAON SIDE) I I NYS CODE REQUIREMENT X 1�_ .i` c Z (ADD ADDITIONAL 1 ' ` ,1 I �� — — x FLASHING HANGER IST 6X6 IF BOLTS(2)) i i - _ POST I I + ) '/ EX DECKING I I , Is I 11 + II L — — EX 2X12 FLOOR SYSTEM DBt.2X8 1 ;,01I 7 -35/a 10 -0 7 -7-7/8 - ACQDl r----- 4X4XI/4 STEEL COLUMN -----+ -------------- (4) I 1 STACKED WASHERS I I 1 r 1 1 --- i I I I 1 4'-0X4'-OX1'-OCOtlVCFTG.-- � #5 REBAR g 11 "OC ew I 1 I ` ( (2) 112"DIA.GALV. 1 (/2"SPACER) HRU BOLTS w/ '� EX.DOOR ' (4)1-3/4X9-i/2 ML HDR. I I I I 1 1 1 I 1 `,- TO REMAIN WASHERS&NUT i , -------- T-0" I ® i FWHb0611APLa- I ® i FWH90611SASL = I, i FWH60b1dAPLR @ 6'OC 1 1 I I I X4�L $ M 8 ------------------- ------i--- I _________ -oo -J --- -- -7 J i I • r - '- -- I ~ I�' INSTALL 2"THICK (R10)VERTICAL IL , j INSULATION ALONG OUTSIDE - ! 1 � w 10 WALL T BELOW GRADE PI o"c L--------- I 1 I I I I i FFERED i I I O CEILING I I I �t Q � I I I � 1 I I ,1 1 w r I _ I 1 I- wl - O I I I ' 1 OI 1 1 III LLJ i I LO RA O v = d' 'Ip i• it 'i 1 Z °' O z t 1 I Uj 1 1 dl 1 ' w II ''� O 1 1 1 w wl 1 w w O PROVIDE 5/8"TYPE•X , Y FIRE RATED SHEETROCK ~'1 i I ti 1 �iI i 1�- •'! I I ,1'' •i °; ~� ON WALLS AND CEILING x MI I I I x ! ` m I r m clo -- ---- ------ -- -- -- -- - -- -- -- -- -- �-- -F----- ---.-_- -.---±-1------- -11 --I 3.1/2X 3.1/2X1/4 STEEL COLUMN ._ �r't^l`���m_-.��'.� + (3)#5'REBA0 CONIC.FTG. EXILING GIRDER!REPLACE PLYWOOD PLATES w/(2 3/4"STEEL FL.PC� �-- (3)#S REBAR g 14"OC ew r I I ' 1 1 i I REMOVE EXISTING GIRDERS/COLUMNSS - - - - - EX,GIRDER TO REMAIN NEW GIRDER TO LINE UP UNDER EXISTIMIG ' POSTS Alba.VERIFY LOCATION IN FIELLD J_ �________________+ __.------_+ - -----+ 3-1/2X3-1/2Xt/4 STEEL COLUMN I 1 ( „ I 1 1 I I , 1 „ 1 , y, 1 1 III 1 1 1 3'-0XT-0Xi'•0 CONIC.FTG. I ' I 8 -1 0 1 1 I 1 9 -101 6 -91/21 1 1 I I I 1 (3)#5 REBAR 14"DC ew --I_-- -{- ? fX POSTAT !EX. BATH No. 6 � 1 ' I " 1 I `� d 1SL FLOOR I 41 4X1/4 STEEL GOLW M 1 93/4 I I iy i 1 I I I I I I I I 4'-6 4'-6XI'-C C NC. a. ' ILLJ ----- -- i I 1 I `-------L---- --L -------�-- -- ' (ALTERED) 1 1 - ------I-------- ------ ---� 1 1 REBA1t�1t -- I-----�-----------------------� 1 _,1____ WSX48 STEEL BEAM CNTR. BLT.IN O i I I I I I 1 3'-0" REF. , 1 ICE 1 X 6"DROP INfIOOR I 1 3 ( 1 1 mil ��I+ 11-----I_h-_--a- w EX2X72FLOORSYSTEM NEW CONC.BLOCK FOUNDATION w/16"X8"CONC.FTG. (2#5 REBAR) RE-FRAME a, MIN.T BELOW GRADE w/2"CONC. I I 1 r-- ''''\ EX.PARTIJ`ION\ ALL I ; I EX.2X12FLOORSYA£M Q EX.FIREPLACE I Q! SLAB&ACCESS OPENING. I _______________, �_____ F7 TIE IN NEW FOUNDATION TO 1 I c1 1 I E 1 `' ` EX.GIRDER EXISTING w/#5 REBAR @12"OC CLOSET AND AT FOOTING01 9-21/2" fX GIRDER C� ((,,�� EX COLUMN FOI C D ATBASFMINT J' I oo/LJJ a ron fX.COLUh1N O AT BASEMENT W EX. STORAGE ! o RFLOCA\TE EX. MECHANICAL ROOM / STORAGE WATER HEATER EXISTING GIRDER SECTION "( Z U C AT LIVING ROOM O LL UP APPLY 5/8"TYPE-X FIRE-RATED U. REPLACE EX.STAIRS(T-8") SHEETROCK OVER FURNACE PER CODE. (MATCH ABOVE(WIDER) ' AREA TO BE FINISHED OFF _ ___ + 0 Ni Q o o l .�+�I'iuncc Software Version .! `-- ---' -1 IF CII •111� ,6 C m l*lance Certificate EX.GIRDER TO REMAIN EX.GIRDER TO REMAIN—� CONCRETE PORCH I l� CD I-*—w/BRICK PAVERS I TO BE EXPANDED I cr) I ; Energy Cade- 2CO7 New�! k E e*I•�yr Conservation MAY � � � y ' ' 'VERIFY EXISTING STOOP CONSTRUCTION IN FIELD ' I ' GarrstTvcltian x Lfj ,•:° i i r'a i MIN.12"X12"CONC..PIERS w/2'X2'Xl'CONC.FTG., i i I i O +± REQUIRED AS INDICATED,MIN.3'BELOW GRADE ' ° ' I ' '° M a�#1�1`aIIS Ga�ntyl, 1f4Mv��t p� 6` /�� .�---r- - - - - - - - - L-----i - - - - - -, - - - - - - -. _. - -�--..- - - I- -. 1 r-�-_JI -f i"" 4s1 Oeched i c"�I�a<,s", ' 0 V - Non-1`tec BLDG.DEPT. o ra Gl�la Area ler tom: ids TOWN OF SOUTHOLD w ? n U. t1eVng Cite Days: 5• CS � In lii U. o 00 Cons'trirlr11cn S51e: Oameel'r"c tt ' (tral clr: � 5 al T IO iP OPT MARK 5CHWA 17-A19%G-11TECT' � [ '9t'. KASG�AU;001'ST 73.E-418= .�. �-• CUTCHDGUE�MY U .mom_. (n 777 U � 1.A%B Than(Code Maw Uk 2 M YD K Uk 210 O W Ttw ft SAW aN tirrr"iMn�a!e 1 AI[c r�larw haw kh�ta rn aerr��kw hr�'mu �re e�iat n �+ A+�,*�1rK:T px�He�InKes°"IeYI r�+ti"wulq,r tmM tl�'adld talr!"+,w 1m.M rt�,.•t�lll hasewxl �' REVIEW PLANS FOR DEMOLITION//REMOVAL OF EXISTING WALLS AND OPENINGS FOR PATCHING,REPAIRING,ETC WITH FLOORING, 3 A �' WALLS,CEILLING,etc, ` ..�. :.,.�,: ...�,;.�s�.. _ �:y � .. ..�'�"w..aka.,�, , �.•, tlj Fears Zi i1 Grade.Heatrrd 45 10.0 37 py Irsd 1�:2.0° E..1 1).REVIEW PLANS FOR NEW FOUNDATTION WALLS,PIERS AND COLUMNS. DESCRIPTION: EXISTING: PROPOSED: DIFFERENCE: T 1:W Fie"16"o,c. 550 10.0 00 32 011111t1 1:WaM FramTtIoLve Pa^e 9 vlh L"w—E 211 0.310 7 U 2).SEE PLANS FOR NEW BEAMS AND HIEADERS. 1060.E SQ.FT. Dc�tlrl:t3l3 i�r7 ivl'kiL1 �16 3).DROPPED FLOOR SYSTEM AT LIVINIG ROOM TO BE RE-FRAMED TO BE FLUSH UTILITY ROOM 527.2 SQ.FT. � �' ' 21 0.300 6 tn U] WITH OTHER FLOOR. 2:Word Frarw.11Fi"t;x- Sao 1�3.0 0.0 60 STORAGE ROOM: 610.3 SQ.FT. Om 3-Sall 53 0.350 22 4).FINISH OFF STAIR HALL,COMMON)ROOM AND ALTERD BATH AREA.FRAME WALL AT INSIDE OF CONCRETE WA\LLS WITH 2X4 ON FLAT(TYPICAL PATIO ON GRADE: 722.5 SQ,FT. N CONSTRUCTION),INSULATE WITH FOAM INSULATION BOARD. T + Posed ng rernww ledIn 50 '►e 'tls.co�F,entwith tvC/aAmig pl'ars, eelTa ors,and L�'wca' a=nns sio�sr*(!4tr�(f � ihi$11t%pe-M t, '.1,".36.1m The p Impct;etl s sy er-m ttl�a Welt'�1ed M t't W the 2r4 V7 l4sN Y xi€37e"y�rYatw GDR5lrirrt on 5).VERIFY WITH OWNER IF FLOOR TO HAVE RADIANT HEAT, FOUNDATION PLAN pr�DesIgn 1 r113rs31t1a56t3r1rP4 aW 31*effi11s p J(are altiNfltatSla.h # 1n ter si n teaser,am y xJ ptar4 or cry—, t1L"15 we r1 corrgm a 1� Is ade- EX" GARAGE 6). INSULATE ALL WALLS:2X4 w/R13,22X6 w/R19.INSULATE FLOOR ABOVE SCALE. 1/^11 _ i 1_Or (, '`i .L lhfarra�-T1"Je �Ia�s"�3tL�� t � 7).WALLS AND CEILING TO BE SHEETR(OCKED WITH 1/2"MOISTURE- RESISTANT GYPSUM BOARD,SHOWER AND BATH AREAS TO BE TILED �+ SHALL HAVE CEMENT BOARD. W 8).INSTALL NEW COMBINATION Co/:SMOKE DETECTORS WITH BATTERY BACK UP ik l'"t . S N PROJECT NORTH r�a AS INDICATED ON PLANS.DETECTORS SHALL BE INSTALLED PER CODE. ,r,r je MH/MS DRAWN: SCALE: 1/4"=V-0" • ..,..... -� JOB#: May 11,2010 SHEET NUMBER: Proled Title, Ro-;X t data: CSFI1,10 D,aia rwlane: Pam 1 CA't PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COM4MENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUPRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: BID SET 10/23/2009 REV.BID SET 01/28/2010 REVISED 02/24/2010 SISTER NEW 2X8 ACQ SISTER NEW 2X8 ACQ • » REVISED 04/09/2010 TO EX.JOISTS TO TO EX.JOISTS TO 8 —0 BLDG.DEPT. 04/21/2010 SQUARE OFF DECK SQUARE OFF DECK r - - i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - , I ' ` RE-USE EXISTING 2X6 DECKING ADD ADD/T1pNA1 AS REQUIRED) z DFCK�olsrs KE-W(EXTENE:� r" ` �ADDADDITI NAL _ p {{gip _ _� _�___�_- _ _ ___ _=t :------ ------------ -----------_-----_---- -__ --- ------_--_--_- •"--_- - -------- --�- T J AS REQUIRED) F =-==_ __ '.0 vt ADD6X6ACQ i 1 �`� 1` - �- — ,.�,` O OVER GIRDER < DECK SYSTEM TO BE RAISED.ADD 6X6 ACQ OVER EXISTING ,' . r+L —,'-" �J �, z Q EXISTING(3) \ —'- � Z DECK GIRDER.SECURE RAISED GIRDER AS INDICATED, 2X8 GIRDER �'" .'" ' " �\ FASTENERS PER MANUFATURES SPECICATIONS, BOX IN 1 1 \\ - _3 GIRDER w/AZEK TRIM OR EQUAL. SIMPSON SPH6 SIMPSON P5418 ' ' `\ ' ,' u"'s \ �\ PLATE TIE c STRAP TIE ; SISTER ADDITIONAL 2X8 ACQ 0 �`` - ` AT 12"OC AT EA.POST(EA.SIDE) TO ALL DECK JOISTS TO MEET `S\ ,Q (ADD ADDITIONAL 1 1 NYS COC)E REQUIREMENT `�' ,eo _" ,t_"— d \\ z fiX6 BOLTS(2)} i `� Lr — 1 x FLASHING JOIST GER " N 1 ' \ \ \ ' IF k i — \ Lj POST EX.DECKING " 1 1 1 '$ 11 1 /1 , EX 2X72 FLOOR SYSTEM '7 '7 DEL.7X8 L-35/8 -� / -73/8 ` ACQDJ ' 1 I 4X4X1/4 STEEL CCHUMN `\ i "' ■ STACKED WASHERS (2)1/2"DIA.GALV. 1 •_-`'-' ---_- •''``` 4'-OX4-OXII-0 COXIC-FTC.-- `� "'" I (1/2"SPACER) (4)#5 REBAR 1j1"OC ew "' I HRU BOLTS w/ EX.DOOR 1-3/4X9.112 ML HDR. 1 1 1 1 1 n I 1 1 `,' TO REMAIN Q WASHERS&NUT -------- II it ^- -' ._-_,._•„ 1 ry 11 _'_-.-.,_._ 7'-0" 1 FWHb061hf4PLR-it ® 1 FWH906L1SASL== + 11 - --FWH•606iIlAPLR ® 1 @ 16"OC -------------- Nt ' 11 1 ,J•----i- - - - -- -- -•i 1 1 �- - -- -- '- - t --' IN{f') 1 z Ili. 1 • , , .-. , , W , > 1 G - - ---- i i O i ' ■ ml i < COFFERED ; I I O f--------- ' 1 1 t CEILING I I w l ------ ' ' •----'- - - -- -- -- - -- a- -- -- -- -- - - -- -- -- -- - - a, ----- y !----- -- 2'-6" 7 ■zLL Lu ii U ` , ( ISL "LO R A O V ¢' �O t ' I z Q 1 m ' m 'LLJ , O/ ( 1 I .. � `.ice W , �II•` 1 ' 1 JI 1 ' LL •1 _ __ _. __ ff.�� • 1ODtax 00 '----i- -- - -- ---- - -- __ _ ------ - _ •---- --- ----• 3-1/2X3-1/2X1/4STEELCOLUMN -- -- -- -- -- --- -- -- -^ -- -- -- -' - -- -^ -- -- -- - -- ----_ --�'-----�----------'--• ! ' 3'-OX3'-OX1'-0 CONE.FTG. 1 - - -•- ------ -- --' - - - --- -- -- -- '- -- -- -- -- -- ---_.... .' __ -..._._.,.._,---._.__.__.._-- 1 , 1 I (3)#5 REBAR C1 14"OC nv 1 - Iel+l ---- 1 i- T a I 1 ---_-' •- COLUMNS1 EXISTING GIRDER:REPLACE PLYWOOD PLATES w/(2 3/4"STEEL Fes.PL-`. --- .VERIFY LOCATION IN FIEL • �._—.._...___ ------ - G I I 1 1 I r -_ - -1- --POSTS ABi'OV •---_ bJ --------• -__-�- 1 I _ ___-_ 3.1/2X 3-1�2X1J4 STEEL COLUMN EX.GIRDER TO REMAIN"-�"-"' NEW GIROER'TO LINE UP UNDER EXISTIN< 1 1 ! r> 1 ' 1 1 1 n ■ 1 4, 1 1 �� r 1 I 3'-OXT-OXF-0 CONC.FTG. - ' ± , ' 8 -1 1 ' , , 9 - 1/41 6 -91/2 1 1 1 I (3)#5 REBAR®14"OC ew , I { Q EX.POSFAT 4 4X1/45TEEL'COL N �' ' g3/411 ; ; -1 ' EX. BATH No. 6 IST.FLOOR 4'_44'-6XI'-0 C(NC. m. ' ' "(ALTERED) ' ---- '---�------'-------- ---- - ' ' -----� ------- '- - '-----' -- --------------- 4 ' ' STEEL BEAM - i' M75,REeARM-11 �-- - ' 'CNTR. BIT.IN 0 O L EF• ' ' ICE ' ~ 1 (r a I _--. -._._. n I I R , I t X 6"DROP IN FLOOR -I I "° ly • 1 'S - -_ I 1 1 y F"__.•y_F..__ t.. y ,'" �J "'j EX 2X72 FLOOR SYSTEM NEW CONC.BLOCK FOUNDATION , , ° �•�!n , I . f1'r, -..'_---- ( --, 1 1 ,, ,. i -_ i eii- 'L x^b+?i.F+s.::�t ra.q,:+_.�.,1 • w/16"X8"CONC.FTG. (2#5 REBAR) 1 1 1 1 ._ MIN.3'BELOW GRADE w/2"CONC. 1 , , ;; ,c r. RE-FRAME 1 N •v'� .. Fly.2X72 FLOOR SYSTEM ! ! � 1 1 e EX,�FIREI'IA�E � 1' EX.PARTI�'ION*ALL , , , SLAB&ACCESS OPENING. ' ----- - -{---,4 ---- ----------- TIE •--- — ----- - IN NEW FOUNDATION TO ! 1 " ; ° ` EX.61RDFR 0 EXISTING w/#5 REBAR @12"OC CLOSET p o b n t [ O �- AND AT FOOTING • » y `^ .:I Fw� 8 -Z1/2 ! ° FX GIRDER FX COLUMN W " Ca c• G AT BASEMENT O EX.COLUMN \.J r, ! ! 4T B.-0SfMfNT LL EX. STORAGE `'° RELOCATTE EX. MECHANICAL ROOM / STORAGE H WATER HEIATER EXISTING GIRDER SECTION E Z U ! iLLAT LIVING ROOM 0 0 LL UP ( ! APPLY 5/8"TYPE-X FIRE-RATED LL REPLACE EX.STAIRS(T-8") k 4..- SHEETROCK OVER FURNACE PER CODE. (MATCH ABOVE(WIDER) \✓ AREA TO BE FINISHED OFF ! � � • (�' _________ o Q � 1 -__ ! ! N 1 • 0 01 I 1 F I" FUE-t Il T4NI< F.X.GIRDE%J0 REMAIN _„ e•°r. .�;�;, ,. - •--�-- ~ . . - ��_.__. I CONCRETE PORCH I r • L -- w/BRICK PAVERS —•►I 1` o TO BE EXPANDED C� O -----• •--- •-----• VERIFY EXISTING STO>)OP CONSTRUCTION IN FIELD X u / �: MIN.12"Xl2"CONC. PIERS w/2'X2'XI'CONC.FTG., �� ; ; 4•' ; REQUIRED AS INDICATED,MIN.3'BELOW GRADE I �� ! s~ u � 0 v o � bA In U00 y v Q-4 REVIEW PLANS FOR DEMOLITION! REMOVAL OF EXISTING WALLS AND OPENINGS FOR PATCHING,REFPAIRING,ETC WITH FLOORING, WALLS,CEILIIN�,etc. W C� 1).REVIEW PLANS FOR NEW FOUNDATRON WALLS,PIERS AND COLUMNS. DESCRIPTION: EXISTING: PROPOSED: DIFFERENCE: / 2).SEE PLANS FOR NEW BEAMS AND HEEADERS. 1060.6 SQ.FT. u O 3).DROPPED FLOOR SYSTEM AT LIVING ROOM TO BE RE-FRAMED TO BE FLUSH UTILITY ROOM 527.2 SQ.FT. / WITH OTHER FLOOR. Q' STORAGE ROOM: 610.3 SQ. FT. 4).FINISH OFF STAIR HALL,COMMON I ROOM AND ALTERD BATH AREA.FRAME WALL AT INSIDE OF CONCRETE WALLLS WITH 2X4 ON FLAT(TYPICAL PATIO ON GRADE: 722.5 SQ.FT. CONSTRUCTION),INSULATE WITH FFOAM INSULATION BOARD. 5).VERIFY WITH OWNER IF FLOOR TO t HAVE RADIANT HEAT. FOUNDATION PLAN d EX. GARAGE 6).INSULATE ALL WALLS:2X4 w/R13,2)X6 w/R19.INSULATE FLOOR ABOVE ''+ w/R30. SCALE: 1/4" = 11-01 7).WALLS AND CEILING TO BE SHEETROCKED WITH 1/2"MOISTURE- RESISTANT GYPSUM BOARD.SHOWIER AND BATH AREAS TO BE TILED dl SHALL HAVE CEMENT BOARD. W r 8).INSTALL NEW COMBINATION Co/SWOKE DETECTORS WITH BATTERY BACK UP S N PROJECT NORTH IG AS INDICATED ON PLANS.DETECTORS SHALL BE INSTALLED PER CODE. E ` Ayy�k 6 �4.,`�`L�• d DRAWN: MH/MS • ,� Yard 2S 1�� � ;�• SCALE: 1/4"=1'-0" JOB#: April 21,2010 SITEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL N)TIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMWENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ji-2 MANUFACTURIER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CON)ITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIODR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: s� a:r wr � .� � �w � ..� �■ � � � �.� � ��.-...�'lli'� w� � � � � .� a�"� � �M"`-'L...r".s® BID SET 10/23/2009 REV.BID SET 01/28/2010 REVISED 02/24/2010 REVISED 04/09/2010 BLDG.DEPT. 04/21/2010 5-CW16(tin Mull) w`\`, -\,`�``---- ,. ... _. >> R I (ALTERATIONS) Z DECK ;T----;A;; EXISTING DEICK TO BE RAISED ,S( \'' ` ` \` -- ---- I SQUARE OFF DECK.REPLACE - `,+\ �\ • ,,�- ... �, r. . . EXISTING BOXRDS AS REQUIRED I yam, \ \ `♦ I' '`` ` �\-'• `` c SUN ROOM (NO CHANGE) \ `��`� `% o I p ' 4X4 CL.CDR. BEAM 1 EX.2X10 FLOOR JOIST �2 � ' RE-FRAME WALL5-1/2X5-1/2 1.8e 5-1/2X5-1/2 1,Se 5-1/2X5-1/2 1.8e 5-1/2X5-1/2 1.8e . 2X6 DF#2(TYP.) PARALLAM COLUMN PARALLAM COLUMN PARALLAM COLUMN PARALLAM COLUMN P1 MN CX25-2 LLRR I (2)1-3/4X14 ML HEADER FWH60 APPA FWH6 80 APPA FWH3080' R -3/4X94A ML w/3/4"STEEL FL..PLATE UPSET HEADER /FLOOR JOI S ABOVE i (3)1-3/4X9-1/2 ML HEADER - - z z 11 , x i CL FLOOR TO BE RE-FRAMED Z W z p ( ( TO BE FLUSH W/EX.FLOOR SYSTENVI 1 I Q I Iw.''•', EX. DINING ROOM = 1 EX. BEDROOM No. 1 (NO CHANGE) z EX. LIVING ROOM (NO CHANGE) XI I I1 1 I II 1 I 2'-6" ( h z �: EX.POST EX.POST EX,POST EX.POST " 0. TW2632 FRENCH DOORS - - - - - - - - - - - - 1- 4 (2)1-3/4X14 ML HEADER - - - - - - - - - - - - - (2)2X10 HDR. ^ cc X. BATH No. 2LU (NO CHANGE) x -' r l EX. HALL (NO CHANGE) �V Uj i DN ' EX.DUCT 1 1 � ----- o ----- O ON z " 1 ' --- (2)FLOOR JOIST -- 1 z r on EX. KICTHEN EX. LIBRARY `� BEDROOMW � �" 0 0 (LAYOUT CHANGE) ; / (NO CHANGE) N M X. o. 2 a O VERIFYw/OWNER , (NEW OPEN RAILING zo ; U O o ✓ TO BASEMENT) 71 ' Oo UP- X O ov NEW STAIR EX. ENTRY 1 00 38"WIDE c , (ALTERED) rH I 1 , z . i 1�1=11. ---I () 114MLw/ .F ) / sCONTR FROM TOP ER PORCH TO � ra.7 r t r1 1 u'w 3-TW30410(31n MuII) EADER IN FIE w/ARC ITECT • _ _(M N. 4 9- (3 m L. LT. '. T- � _TEMPERED? _ I TOP OF FLOOR(9"+/-)VERIFY w/ - -, T. z z_ z. r r �000 D i oo OWNER STEP U _I'�Z�" �_1- r' - 04L0 �I) �I L � �- - _ _ ----' r - �o UP �f_ BR CK PORCH REPLACE EXISTING COLUMNS eu _ I jjItR W _ E ------ - - N - _ - _ - - X. MUD RM. T.sue `r 1 . 11 1�_ ."-1 cor _ ---- ----------- --- -- ----------- -------- --- ----- -------- --- - -- -- --_-- -- ._----------------' .. -- ,. ...__.. ._--_ "FA T�,^^r'�o �__1... �S 1 __- - -- 10 ' 2 F.G. T=T L �C. 1- o -J I _ � ..1.._ L u7 ' '+- -_ -- s- - __ L�_L�Y__�_1,_ 2X8 HEADER.. L., �. � �� __ _L (4)2X- O 4)2X8 HEADER . _L ..1 1 EADERL 1''1 Ir L RY. RM. O° ,V / /1 Ln � PROVIDE E)RAIN PAN �, i`l' f jt O aj 00 4. UNDER WASHER N N- bA of U c DRYER VENT a O ,y L • (UNDER DOQR) / , , W ,! � �-+ Ch ++ z � E .a j � v m �� cc N � E � 1 45 MINUTE F.R.DR. -______________________ ' w/SC HINGES& I' G STEEL JAMB PER CODE a REVIIEtlV PLANS FOR DEMOLITION/REMOVAL OF EXISTING WALLS "' AND OPENINGS FOR PATCHING,REPAIRING,ETC WITH FLOORING, p i i w i WALLS,CEILING,etc, ' ' z 1).NEW WALLS TO BE FRAMED WITH 2X4(B'PLT. HT.)UNLESS OTHERWISE W GARAGE 00 00 WALL LEGEND NOTED. INSTALL 5/8"TYPE-X i �' 0 2).ALL HEADERS TO BE(2)2X10 DF#2 UNLESS OTHERWISE NOTED. ((j FIRE RATED AND CEILING ; X o+ _____________ MICROLAM HEADERS TO BE SUPPORTED WITH(3)STUDS MINIMUM. 1 ON WALLS AND CEILING 1 WALL TO BE REMOVED O 1 ' 3).INSULATE ALL INTERIOR AND EXTERIOR WALLS.2X4 EXTERIOR WALLS TO BE ' ' v EXISTING WALL R15 INSULATION,INTERIOR 2X4 WALLS TO BE R13.RX6 WALLS TO BE R19. �C I I 1 1 NEW WALL 4).NEW WALLS AND CEILING TO BE SHEETROCKED WITH 1/2"GYPSUM BOARD N UNLESS OTHERWISE NOTED. L p V I ------------------------ 3 REPLACE EXISTING OVERHEAD DOORS NOTE:I 1 w 5).INSTALL NEW COMBINATION Co/SMOKE DETECTORS WITH BATTERY BACK UP Q a ?' WITH NEW CARRIAGE HOUSE STYLE .�, DIPMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL AS INDICATED ON PLANS.DETECTORS SHALL BE INSTALLED PER CODE. v: -_______________________ DOORS(PROVIDE ALLOWANCE) [IPNT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6 = 6"1 6).CONTRACTOR TO VERIFY HEIGHTS FOR EXTERIOR OPENINGS AT LIVING ROOM V DIMMENSIONS OF NEW WALLS ARE FROM STUDS AND SUNROOM WITH ARCHITECT PRIOR TO CONSTRUCTION/ORDERING. � 1 I [EfXT./INT.:2X4- 3-1/2",2X6 - 5-1/2"1 W 1 I w 7).WINDOWS AND DOORS TO BE ANDERSON 400 SERIES HIGH PERFORMANCE I I p DESCIRIPTION: EXISTING: PROPOSED: DIFFERENCE: UNITS,PREFiNISHED INTERIORS w/EXTENSION JAMBS,SCREENS,1.1/8"WIDE 94 w GRILLES w/SPACER(WHERE APPLICABLE:SEE ELEVATION),STANDARD HARDWARE b 2491.4 SQ.FT. 2509.3 SQ.FT. 17.9 SQ.FT. VERIFY WITH OWNER PRIOR TO ORDERING). 5 00 GAIRAGE: 529.0 8).PROVIDE DESIGN-PRESSURE UPGRADES WHERE AVAILABLE. EXTERIOR OPENINGS ° TO HAVE DEBRI-PROTECTION PANELS WITH HARDWARE PER CODE. REAM DECK: 408.4 SQ.FT. 438.5 SQ.FT. 30.1 SQ,FT. PROVIDE PRICE ALTERNATIVE FOR IMPACT WINDOWS AND DOORS. Ali a. ' ' M SIDEE DECK: 12.2 SQ.FT. 44.4 SQ.FT. 9).PROVIDE PRICE ALTERNATIVE FOR GLAZED OPENINGS WITH UV PROTECTION -,tq, 'd t� FOR SUNROOM,DINING ROOM,LIVING ROOM,AND BEDROOM 1. ', � FRONITPORCH: 115.3 SQ.FT. 135.2 SQ.FT. 19.9 SQ.FT. 10).VERIFY WITH OWNER: INTERIOR DOOR STLYES/TYPE,CLOSET LAYOUTS, D� `----------------------- SIDE CONC.WALK: 244.5 SQ. FT. BUILT INS,RAILING,ALL HARDWARE,PAINT AND FLOOR FINISHES. (ij"I DRAWN: MH/MS SCALE: 1/4"=1'-0" 1 9r -- - 2-TW2846(3in Mull) JOB#; ` A ri121,2010 SHEET NUMBER: s N PROJECT NORTH 1ST. FLOOR PLAN : ' E SCALE: 1/4" = V-0' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMIMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIORTO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS: BID SET 10/23/2009 REV.BID SET 01/28/2010 REVISED 02/24/2010 REVISED 04/09/2010 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS BLDG.DEPT. 04/21/2010 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° • RAFTER WALL STUD ENDWALL • CRIPPLE STUD p BOTTOM PLATE p RIDGE • HEADER LEDGER BATH TUB • / DOUBLE JOIST SIDEWALL ' RAFTER JACK STUDS . i FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT j CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION 1LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 J 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE O HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC F-•� WALL STUD / THROUGH-ROOF EXHAUST \" VENTS SELECTED AND METAL STRAP � VENTILATION CHANNEL RIM BOARD LOCATED B Y CONTRACTOR CRICKET AT TOP-SIDE OF W Q CHIMNEY AS REQUIRED Z RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS • MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION - - - - TOP PLATE BLOCKING F- _ FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST Z STAIPPING TO BE ATTACHED TO WALL STUDS ®48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA 0 AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. •' SHALL BE COVERED WITH CORROSION- M•� ONTIN, SCREENED VENT n 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS '� , • RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT, PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENIIIGS OF V4 INCH IN DIMENSION. ' FLASHING TO FORM CHANNEL If1STALL 4'0" O.C. � � AND 50 AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" L5TA30 1-1/4"x30" 1$ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / `., ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga., TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16"' LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,� ' 8" - 12" RAFTER RT20 21-1/8" x 20go., TYDOWN ANCHOR SOFFITED EAVE DETAIL ON ALL OPENINGS ,'� KEEP ROOFING NAILS OUT EACH RAFTER 2ND. FLOOR WALL OF FLASHING ROOFING LAPS B ASE , ' FLASHING 4 INCHES RAFTEP. BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING 0 SIDES 4 INCHES AND LAPS NAILED TO SHEATHING u 0.1 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE ^� x GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST Z U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD © 000 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS � RISTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 83" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. RAFTER TO PLATE AIR PASSAGE IF 2' HIGHER THAN LVL HEADERS 8" - 16" ABLE, SET FIR JOISTS APROX. 1 MSTA48 1-1/4"x48" 16g0. STRAP AND JACK STUDS CONFORM TO SLOPE / ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS RATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD I �— SUBFLOOR N SILL GASKET WOOD JOISTS car, ' TYP. CONC. FOUNDATION /� CONC. SLAB - NEOPRENE .-� 0 L u DAMPPROOF EXTERIOR GASKET �` 2x6 /2x8 CONTINUOUS WOOD PLATE o, � o �, GRANULAR FILL 6MIL POLY ON EXTERIOR • Va - ; I BOLTED TO STEEL BEAM WITH O `� C N v s STEEL COLUMN ' ,•� � � � ��` � � 1/2 " DIA. BOLTS 048" c.c. STAG. � •Q i ° 4 ° 4 - D n ROOF JACK ��� n u STEEL BEAM 'r u CONC. SLAB '4 , � // .� I � �� G o r• a ^ ,•Q �` 4" x 1 4" x 8" STEEL u f COMPACT FILL o = �` I / � = •O h D ^ ROOFING LAPS . TOP AND BOTTOM PLATE ir, U �' °J V ° q ° FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT \0= KEYWAY FOOTING o A �!`� I.. n CONC. FTG. Q•p C D' SIDES AND TOP ` D0 v cc r, v � � USE WITH 3x3 SQUARE WASHERS ` 1/2" GROUT cv G E v e 11115� b ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �.` W ^ ^ I I 3" STEEL COLUMN d © REINFORCING BAR FOUND�ATIO^I 5/8" DIA. ANCHOR BOLT "` DRAIN TILE + t7 + ANCHOR BOLT CONNECTION SUPPO�RTINC MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STiORIES 36 OC H MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION ' STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORES 57" OC u SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL SUB FLOOR d' CONC. SLAB I DOORFRAME 6X6 10 10 WWM / GARAGE JOIST COMPACT FILL DOOR �— I I USE 2X8 STEEL BEAM � � ,'"•� FOR BLOCKOUT 4" SLAB • P.T. PLATE W/ 6X6 WMM I I SLOPE ` 4 DRIVEWAY —_ NOTCH JOIST AND ADJUST HEIGHT Ln ' • I • ,' �.'� AT2ENDRANDACE �`� < 1 <1 ° �„ 7 1 2•, '• ' e °• ; (WITH A NAILING PLATE IF NEEDED) ' HER THAN �,Z� ES OF WOOD o`•� O D� O e ° ♦ ° a STEEL EBEAM OTO X. 1A�OW FOR GSHRINKAGE x G A[DE q ;'=--a---"---c> --r--v f e 4 �, BEAMS - _ o p '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 'n ,t• n IA, a a a ,-' O 12" " ,'� = 6X6 W.W.M. ..p —� �.e o O T= II IhI ,III ♦ Q Q '° s a 4 4D m_11 EE MIN, D .n0 t' eC '^ r•Q �'O A'` 4 ��"��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM O s ° �o III �I SUB FLOOR .x' C. _ 1 - st d REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM D D n •M �` A REINFORCING BAR I� O , 'JOIST s e O.D DRAIN TILE 12" OF I �T 'n d° SHEET METAL / 30# FELT UNDER BEAM AT POINT q STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK 11_i i I I-ul I_I-II 1 e! 3" PLATE (BOLTED TO BEAM)''-�; , TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° 4♦ SHIMS TO LEVEL BEANS m ° REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 'a►f«'" DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM z' GARAGE DOOR BLOCKOUT SCALE: 1/4"=1'-0" J013#: BEAM POCKET April 21,2010 sm+ , SHEET NUMBER: PAINTER TCO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�4 MANUFACTFURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: BID SET 10/23/2009 REV.BID SET N/28/2010 REVISED 02/24/2010 REVISED 04/09/2010 BLDG.DEPT. 04/21/2010 WiND FRAMING NOTES NAILING SCHEDULE r PLAN CONTENTS: A L N T E S 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. 'They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted oo,d building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST g y p g g p p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOiST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2! - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take ptrecedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for constructiion coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs iin connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING (DESIGNED FOR CAT.C) TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY � specific use expressed or irrnplied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2. 16d COMMONN FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all W p ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE Z INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractoris #o ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO Z 24" FACE C) or exceeds manufacture specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 .16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE s s P PP STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor, is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS) SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2. 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Z Zp 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 . 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 0 U 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: M---I BorroM PLATE To:FOUNDATION NOTES: Type Ii exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 . 16d COMMON CLIMATIC & GEOGRAPHIC DESIGN CRITERIA PER FACE NAIL � FOOT SEE NOTE: 1,2 ^ 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS f•-•I Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAiL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. 4 - Sd COMMON QTY. SPACING 20 LBS, 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOiST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls loccuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER, JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE e Any new concrete wallas being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST Z - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar„ 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL @ 9 CATHEDRAL CEILING ASSEMBLY: 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. interior slabs )• � A to poured minimum 3-thi inch id or All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE 1, SEE NOTES: 1 ( BOTH FIELDS) ' 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C, 8d COMMON @ 12 O.C. p anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD O 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3,- 16d COMMON 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST NAIL W DECK AND COVERED PORCH NOTES: JOIST ON LEDGER ;"- 8dCOMMON PER TOE NOTES C a roof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL 7). Dam PP P THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. V, U N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END H All fasteners, hangers and anchors to be galvinized or stainless steel. ?- 16d COMMON the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Z U 8). Drainage as per sectioni R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. <"- 16d COMMON oc oc Cq Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F S E T I�N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R cl For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques land methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored'to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAiL SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS DER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. I VFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SH EAT"-I iN G: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES � 3). Floors, walls, ceilings aind rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAiL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 'N „ JOINT DESCRIPTION r,, i C a otherwise. Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) �, v 80 where needed. 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. a. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x K u 4). Unless otherwise notedl , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLRS n n „ M en 0 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 ,c a. openings. LVL headers to Ihave (3) jack studs and (2) full length studs on each side of 6) Concrete piers shall be a minimum 6" above grade. Q " o WALL SHEATHING: w openings. Bearing wall wirndow sills shall also have (2) window sill plates for 2x4 wall NOTES 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored LO ' openings between 41 and GO and 2x6 wall openings between 511 and 8 9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL o a g \ Q►TY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. rw rr U and blocking where applicalbie. .540 4 � 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd CC)M1VD AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall U 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable do all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE be used. U 6d COMIOO 6). Double up floor joists sunder walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic tine installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. � G on plans. WALLBOARD 5d CC)OL6tS 10" O.0 . FIELD 7), Provide 2 - 1-3/4" thickc microlams ( height to match floor joists) around stairwell and/o 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: NOTE Ln other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOiL TEST TO VERIFY N 8). Dormers running up roof rafters are to be supported by double rafters on either side state code and manufacture's recommendation for maximum hole size and spacing permitted. d where applicable unless otherwise noted. STRUCTURAL PANELS 8d COMMO 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U HVAC SYSTEM NOTES 1" OR LESS 12 O.C. FIELD o 9). Provide blocking/bridlging in floor joists at 8'0 O.C.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. u� under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTE'- 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. requirements. y 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation balffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO) BEIEFERRED TO IF N needed. 2). HN'AC subcontractor is to fully coordinate all system data and requirements with the MENTIONED iN SCHEDULE iNOIES ONLY. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are basedon wall sheathing Section R602.8-FIREBLOCKING REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). MAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the paneel elge. if wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U Contractor and owner for final review and approval. is nailed 3" on-center at the paanel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. x 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywoodsub floor ELECTRICAL NOTES shear capacities, nailing requilremints for structural Fireblocking shall be provided in wood-frame construction in the following locations. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be u!Sed iintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. D ma feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to) have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continwus over connected / members,the tabulated number ofnails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tot - 16d nail per fort. drop ceilings and cove ceilings. ' 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 p of N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces It, ` 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or ,a under stairs shall comply with Section R314.8,N.Y.S.Residential Code. tiY` A�7, �A g approved equal. Flat rooifs shall be applied with a Fiberglas base sheet with an EPDM , 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of torch down type material over. { pr 1 flame and products of combustion. � � �, DRAWN: MH/MS SCALE: 1/4"=V-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. �' JOB#: be installed with a foam ssill gasket and cop-r-tex termite shield or approved equal. April 21,2010 SHEET NUMBER: PAINTER 7(O PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE CiOMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�5 MANUFAC'TURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SiTE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: BID SET 10/23/2009 REV.BID SET 01/28/2010 REVISED 02/24/2010 SISTER NEW 2X8 ACQ SISTER NEW 2X8 ACQ 8t—Ott -- BLREVISED DEPT. 04/09/2010/2010 TO EX.JOISTS TO TO EX.JOISTS TO SQUARE OFF DECK SQUARE OFF DECK - — — — — - — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — i RRUS£EX1S71NG 2X6 DECKING I I ADDADD1TIONALASRE UIRED R£-USf FNISTING I i _ i— —] 2 /j DKK JOISTS I (ADDADDITIONAL ____AS RI-QUIRED) _____ «,��..�,�-��-� -_-_- -_•�_______ _ _ _ _ _ _ __ _ _ tSEW(EXTEND) C ,¢ M � rp'� ---- --------------- -------- -- -- - _ _ _ ADD 6.K6 ACQ 0 I , `;\ L,. `� a OVER CMDFR 0 DECK SYSTEM TIO BE RAISED.ADD 6X6 ACQ OVER EXISTING o O EXISTING(3J '-- DECK GIRDEIR.SECURE RAISED GIRDER AS INDICATED. 1 , 71X8 GIRDER I 1 ' / �"� I ,' \ Z ID FASTENERS PER MANUFATURES SPECICATIONS.BOX IN GIRDER w/AZEK TRIM OR EQUAL. SIMPSON SPH6 0 SIMPS N PS418 PLATE TIE o STRAP TIE i SISTER ADCITIONAL 2X8 ACQ AT 12'OC AT EA.POST(EA.SIDE) i TO ALL DE(kC JOISTS TO MEET `. (ADD ADDITIONAL I I NYS COCE REQUIREMENT oo z — Z BOLTS(2)) i ' x 1( `� JOIST FLASHING 6X6 ' `� mr� — — X HANGER , I � ff ) W POST I 1 , £X DECKING 1 I ` £X ZY72 FLOOR SYSTEM t n -7 t -7 n � L.— 1� —0 �� �CQD) 1 , 1' r- r_ _ 4X01/4 STEEL CCLWMN - - �� 1 STACKED WASHERS ---- -----� ---- ----� 4'-0X4'-0X1'-OCO ..FTQ.-- ---- r----- \ (4)#5 REBAR @ 1�C ew � � ---- � I I (1/2"SPACER) (HRU BOLTS w/V 1 I I I 1 I 1 1 I I ,' EX.DOOR ' _ 1 1 I WASH ERS&NUT -------- 1 TO REMAIN I (4 1-3/4X9-1/2 ML HDR. 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FIRE RATED SHEETROCK i I = j k ,t r ON WALLS AND CEILING w ' I� MI I X 11 i 1 1 1 m l I I �i II -Iw ,i:f I - - - - 3-1/2X3.1/2X1/4STEELCOLUMN -- - - -- -- -- -- -- ---- -- -- `-- -- -- -- - - -- -- -- -- -- - �I I-- - ----- *_- ^----.^ ----------i- --- 3'-OXT-OXY-O CONc.FTG. _. ---=-.-- (3)#5 REBAR @ 14'OC ew I REMOVH EXISTING GIRDERS/COLUMN S 1•'I EXIS_i1NG GIRDER!REPLACE PLYWOOD PLATES w/(2 3/4 STEEL¢L.PL-� � 2'•6_ - -EX.GIRDER TO REMAIN-' -- -" - NEW GIROEIV TO LINE UP UNDER EXIST1% I POSTS ABbq-VERIFY LOCATION IN FIELD t------- - ------� r-------------- -� r------ -------• r_____ ------ 3-1/2X3-1/2X1/4 STEEL COLUMN I I t ' I t, , 3'-OX3'-OX1'-0 CONC.FTG. I I 1 1 8 —10 1 I 9 —101 6 —91/I I I I I 1 ' (3)NS REBAR®14"OG ew --j-- _i_J Z EX POSTAT 1 'jj ' 4 4X1/4 STEEL'COLW M t l 3 t' ' ' .o 1ST FLOOR EX. BATH No. 6 j `------;----------j-------- -----1-j-- I ---- -'� -------j- (S)IYSRf6 ADIIC ew-- 1 i 9 /4 N w ------ -- -----L---------------------- (ALTERED) a W8X48 STEEL BEAM, CNTR. BLT.IN O I - 1 I REF. , , ICE I ( 4 ) X 6"OROA/NfLOOR NEW CONC.BLOCK FOUNDATION I ' ,1. I ' 1 ' ��---''-�___-� " w FY2X72FL OCR SYSTEM I i w/16"X8"CONC.FTG. (2#5 REBAR) ' ' _ 1 I I MIN.3 BELOW GRADE w/2 CONC. 1 I , I I RE-FRAME I I I SLAB&ACCESS OPENING. '_______ ' `V _-!_-- -______- X•FIREPLACE "' i --w-_--EX_PARTI' ION 11�ALC_ _� j £x 7X1z ftoOR SYsrfM TIE IN NEW FOUNDATION TO €` - - --- CLOSET EX.GIRDER EXISTING w/>♦IS REBAR @12"OC - '- .1r= O AND AT FOOTING O Ut- 21/2" I n' ( / EX GIRDER � h 1 T COL IAIN FNT a ° SD AT BASfMFNT i� C[�p fX.COLUMN RD ¢ AT BASfMfNT O w �-, U' U a EX. STORAGE i ! RELOCKE: EX. MECHANICAL ROOM / STORAGE ce I O WATER HE1T ER EXISTING GIRDER SECTION Z U AT LIVING ROOM O LL UP APPLY 5/8"TYPE•X FIRE-RATED REPLACE EX.STAIRS(3'-B") SHEETROCK OVER FURNACE PER CODE. Fi - (MATCH ABOVE(WIDER) O AREA TO BE FINISHED OFF 1 r_ --------I . -- . o Q o o � yk .E �,*r3c�'t +w"'R '�§�('+6&! 3,.8d�,/'!I >1,�. ' i =uF ni 'nu. s Compliance Certificate EX.GIRDER TO REMAIN EX.GIRDER TO REMAIN �-w—CONCRETE PORCH RS I TO BE EXPANDED ( N CU G O -----, r---- r------ I r-----; El*r+�' 1e: 2 7NewYodEne€gy Cornservafiol MAY � 1 2010 rn � � v ' ' 1 VERIFY EXISTING STOO)P CONSTRUCTION IN FIELD ' ' ' - a•'. I 1 ,�. 1 I I w Construction Code X Ln I MIN.12'X12"CONC.PIIERS w/2'X2'XI CONC.FIG., 1 ,y a 1 1 a Suffolk Coup NewYOrk o Cn — y--_i REQUIRED AS INDIG4TI ED,MIN_3'BELOW GRADE 1— I 1 cors�sD r2 rn $ ---- — — — — — — — T} : N -Ete"d! ,�F ak17 • ,- ---` — — '— — - — -- — -`---+ 4Vn-�Fctrc BIDG.DEPT. O Q 013�tt'IgAmaPe�p: 14'',4r TOWN OF SOUTHOLD � � �� � He Degsee Days: S'� v L E Oon!ftdion!Re: O^arnedAgen I s er��wx 6n THIC.4�ON MAKOC'FflTAITi t�1'GH7z—:CT 1 � Q 9280 NASSAU POPdT Z3�'*85 la U n x � CUTDI GLUE,N f � 3 � E N 11�onVa11oe'1.4%Bet*Than Coda �M Wrr Urr 1iPk 2.13 Yrur UAr ,210 1 vzi Mx.. � W 111#pit 9�a'tN wa't'ern CmrFe Id`cbra nelrwzet ht'r Wi cmr 4nA x herd Ale brawE batty-air tU** ( �0 71 CYO t�T�uaslt rr.Ii +rtnl rxt wavl{rr�y aw Ylr rwesA�D�x,�rar>Yx+.�w.eu�s k.�+tw ' REVIEW PLANS FOR DEMOLITION I REEMOVAL OF EXISTING WALLS AND OPENINGS FOR PATCHING,REPAURING,ETC WITH FLOORING. WALLS,CEIIJNIG,etc. FWr 1:SI3_1t-0i-GHrar_:HeAed __.. A8 IO.Q " ftsu- or cat 2.0� 1).REVIEW PLANS FOR NEW FOUNDATION WALLS,PIERS AND COLUMNS. DESCRIPTION: EXISTING: PROPOSED: DIFFERENCE: WPM 1:WT11 Frame,16'o,t 560 1130 00 32WM&C Q; 0-4 2).SEE PLANS FOR NEW REAMS AND HEAkDERS. 1060.6 SQ.FT. �1 Fr 'se:lts�Pie 21 Ct_310 7U U CDoor 1:Gla,:s 1,1E 0 310 46 O 3).DROPPED FLOOR SYSTEM AT LIVING(ROOM TO BE RE-FRAMED TO BE FLUSH UTILITY ROOM 527.2 SQ.FT. 000rr'G1IM 21 0.300 6 U) WITH OTHER FLOOR. '1 12:W Frame,16'cke. Bee 13.0 O.d 60 STORAGE ROOM: 610.3 SQ.FT. Eprjp1 22 4).FINISH OFF STAIR HALL,COMMON ROOM AND ALTERD BATH AREA.FRAME 63 Q'w5D WALL AT INSIDE OF CONCRETE WALLSS WITH 2X4 ON FLAT(TYPICAL PATIO ON GRADE: 722.5 SQ. FT. N CONSTRUCTION),INSULATE WITH FCOAM INSULATION BOARD. r7*€mPD`d ''r9 Witted k1��e'rt Is c0'rlslsterIt with t*tru"0119 Pans,spelffwtt ,and W tc"sulrf' F'+ Wth t"pff*111:T1ca`cm1.Tile xeff gslem have I►e"�ed t0 r the ZIT Now Yon Enl Cwwrv3ton Cr-I^1slnKton � 5).VERIFY WITH OWNER IF FLOOR TO HiAVE RADIANT HEAT. �O U I� DATI O I� PLAN �6e r� Ya' t1 a rat S Destgn PmFessl;�la1 has staff anIj V�1'IIs P'n'° "are�N"t to Tle Lam'd TN r k^t�rled ',D?CAeC,�37f1'PfvreS n21 -,# 61Al4�a 4r fi)"r?3 3iI 'r51 EI dXtrf lsGE 1DSt 3x"it5 '&. EX. GARAGE 6).INSULATE ALL WALLS:2X4 w/R13,2X65 w/R19.INSULATE FLOOR ABOVE w/R30. SCALE: 1/4" = V-01 _ A ��1Tat1r� �, U 7).WALLS AND CEILING TO BE SHEETROCKED WITH 1/21'MOISTURE- RESISTANT GYPSUM BOARD.SHOWEM AND BATH AREAS TO BE TILED SHALL HAVE CEMENT BOARD. W 8). INSTALL NEW COMBINATION Co/SMIOKE DETECTORS WITH BATTERY BACK UP s N PROJECT NORTH � AS INDICATED ON PLANS.DETECTORS;SHALL BE INSTALLED PER CODE. imtAT DRAWN: MH/MS SCALE: 1/4"=1'-01, w,i I t JOB#: May 11,2010 SHEET NUMBER: wed Tide: �- n Mta fl'+o?larte_L1r1�t'edn* " )dam:06 t I Pam t Ch"i PAINTER TO PRIMIE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR H MANUFACTUREA'SS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE INCLUDING BUILDING AND SITE CLEARANCES FOR O SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS U RANCES O DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.