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HomeMy WebLinkAbout36421-Z�=jt�pxJf`: _ Town of Southold 4/1/2015 � • P.O. Box 1179 53095 Main Rd W Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37474 Date: 4/1/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: SCTM #: 473889 Subdivision: 685 TRACK AVE, CUTCHOGUE, Sec/Block/Lot: 137.-1-22 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/24/2011 pursuant to which Building Permit No. 36421 dated 5/24/2011 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 A COVERED FRONT ENTRY AND REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR CORRECTED 4/01/2015 TO CORRECT THE APPLICATION DATE FROM 1/1/1900 TO 05/24/2011 The certificate is issued to SCOTT EDGETT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36421 03-12-2015 PLUMBERS CERTIFICATION DATED 01-02-2015 Cutchogue East P & H u riz Signa re Qvd1FF01,C� , Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 3/17/2015 No: 37474 Date: 3/17/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 685 TRACK AVE, CUTCHOGUE, SCTM #: 473889 Subdivision: Sec/Block/Lot: 137.-1-22 Filed Map No. conforms substantially to the Application for Building Permit heretofore 1/1/1900 pursuant to which Building Permit No. Lot No. filed in this office dated 36421 dated 5/24/2011 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 A COVERED FRONT ENTRY AND REAR DECK TO AN EXISTING ONE FAMILY DWELLLING AS APPLIED FOR The certificate is issued to SCOTT EDGETT (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36421 03-12-2015 PLUMBERS CERTIFICATION DATED 01-02-2015 j2 Cutchogue East P & H /o4ed Signature �FFotx�y.p TOWN OF SOUTHOLD ` BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36421 Date: 5/24/2011 Permission is hereby granted to: SCOTT EDGETT 570 MAPLE AVENUE MATTITUCK, N.Y. 11952 To: ALTERATION & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BUILDING PERMIT # 34361 At premises located at: 685 TRACK AVE CUTCHOGUE, N.Y. 11935 SCTM # 473889 Sec/Block/Lot # 137.-1-22 Pursuant to application dated 1/1/1900 To expire on 11/24/2012. Fees and approved by the Building Inspector. PERMIT RENEWAL $590.40 Total: $590.40 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. 34361 Z Date DECEMBER 23, 2008 Permission is hereby granted to: SCOTT EDGETT 685 TRACK AVENUE CUTCHOGUE,NY 11935 for : ALTERATION & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 685 TRACK AVE CUTCHOGUE County Tax Map No. 473889 Section 137 Block 0001 Lot No. 022 pursuant to application dated DECEMBER 18, 2008 and approved by the Building Inspector to expire on JUNE 23, 2010. Fee $ 1,180.80 ` Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building .and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. `j - V New Construction: Old or Pre �y-existing Building: (check one) Location of Property: House No. Street © Hamlet Owner or Owners of Property: � � �G+c- Suffolk County Tax Map No 1000, Section �j �% Block /. Lot bZ Subdivision// "" Filed Map. Lot: Permit No. Jt.(� LA Z ( Date of Permit. 5— Z Applicant: ::-.e . Edcy—a Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ JOU Qo-� (check one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger.richert(a)_town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Scott Edgett Address: 685 Track Avenue City: Cutchogue St: New York Zip: 11935 Building Permit#: 36421 Section: 137 Block: 1 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 27 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 8 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 27 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-304 Emergency FixturesTime Clocks Disconnect Switches 20 Twist Lock Exit Fixtures TVSS El Other Equipment: 1- Combination Smoke/CO Detector, 3 Step Lights on Front Porch, 1- Paddle Fan, 1- Exhaust Fan Notes: Inspector Signature: Date: March 12, 2015 Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Telephone (631) 765-180.2 Fax (631) 765-9502 Building Permit No. Owner: V C01 -f— Cd 6 8 5 -k-EACV- P,40 Q Lo - (Please print) Plumber: (Please print) Z -7 -7 I certify that lead. the solder used in the water supply system contains less than 2/10 of 1 %o. Sworn to before me this day o 20 Notary Public, 6 �-d kcounty C'Q- ,TIME- D. E1�JRe a x31 Pub, State of N . , "�l 's is 3 �� n Stlltol3 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road Mattituck, New York 11952 March 16, 2012 Mr. Gary Fish Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Edgett Residence Dear Mr. Fish: 631-298-1986 Fax 631-298-2651 I inspected the foundation, framing, strapping, and insulation for the rear addition and front entry porch roof at the Edgett residence located at 685 Track Avenue in Cutchogue New York and found all to be in accordance with the approved plans and, to the best of my knowledge, the foundation, framing, strapping, and insulation are installed in conformance with the Residential Code of New York State. If you have any questions please call me at 298-1986. Yours truly, 1LOFESSICO"' W �pR SO(/r�,o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST [ FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE A CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION No i DATE �� � � / INSPECTOR ' s " TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION IST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] 1 CATION [ ]FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT REMARKS: ] FIRE RESISTANT PENETRATION DATE � �f INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION �] ELECTRICAL (FINAL) [ ] CAULKING DATE / INSPECTOR (" �`�' I COMMENTS FIELD INSPECTION REFOXI FOUNDATION (1ST) ------------------- FOUNDATION (2ND) UAIP I a �- J O mrf Z �O 1J v�y y c� ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL l ADDITIONAL COMMENTS O - z m X 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO.� r' Examined I Y 20 69 Approved / , 20 �� Disapproved a/c Expiration y 20/0 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: Seim Vt-C�l Phone: 25 — 4}O Z$ Building Inspector u !�; ' 8 APPLICATION FOR BUILDING PERMIT ___j Date 17-h-) 04% , 20 bLDG DEPT INSTRUCTIONS ---TAW- N (LFM1,1TN01 - _ 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, hou ' g code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. t1- ignature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owro E9, Name of owner of premises �Cv .E lb G (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. -- to 3 3 -7 — H 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 County Tax Map No. 1000 Section C37 Block of Subdivision Filed Map No. Hamlet Lot Z2 Lot 2. State existing use and occupancy of a. Existing use and occupancy b. Intended use and occupancy s it �S E Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost & K Fee 5. If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7 Dimensions of existing structures, if any: Front C -C v Rear_ Height Z'L Number of Stories 1 4 a Depth W* Dimensions of same structure with alterations or additions: Front Le o Rear 4" Depth Height Z.'L Number of Stories 1 i 8. Dimensions of entire new construction: Front 3GO Rear ?�'o Depth Z Height 22 Number of Stories 1 9. Size of lot: Front 1 oy Rear l v b Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �QL> 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO -&- 13. Will lot be re -graded? YES NO K Will excess fill be removed from premises? YES NO 14. Names of Owner of premises S 0 -t* Address (69 S Tat. -LY- Phone No. (03 % 7-5 4; 46Z5s Name of Architect hal-i -, c 1L Address_ _ AA#64k"V.1L je- Phone No 2-13 S IS 3 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x. * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_bL- * 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 0- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �� ) / f being duly sworn, deposes and says that (s)he is the applicant ( e of individual signing contract) above named, (S)He is the 0 y j t--4 E (L (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of.,, � 20 D Notary Public Ik Cour, L. P, Town of Southold Erosion, Sedimentation & Storm -Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.c.T.M. a: THE FOLLOWING ACTIONS MA eoo 1707 p % Z.Z STORM -WATER, GRADING, DRAII District Section Block Lot CERTIFIED BY A DESIGN PROFES. Item Number. (NOTE: A Check Mark (4) for each Question is Required for a Complete Application) SUBMISSION OF A Yes No ---------------------------------------------------- Will this Project Retain All Storm -Water Run -Off Generated by a Two (2") Inch Rainfall on Site? ❑ (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? F-1 This Item shall include all Proposed Grande Changes and Slopes Controlling Surfaacee-nW,aterFlowl _ �^ S 1 rk.. � I pt, 'E —CO InanJ e. O t V �{ IAIQ"�,� /J (� T 1� (D J .k • I CN C S6 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural F Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ 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 Existing 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? 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of a �C any Item Within the Town Right -of -Way or Road Shoulder Area? — (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? ❑ y 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 Permitl — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 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 YORK, COUNTY OF............ ........................... SS That I................................................................................. being duly swan, deposes and says that he/she is the applicant for Pennit, (Name of individual signing Document) Andthat he/she is the.................................................................................................................................................................... (Owner, Contractor, Agent, Corporate Officer, etc.) Owner and/or representative of the Owner of Owners, and is duly authorized to perforin 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 herewith. Sworn to before me this; . ................,, day of ..........`..:....: 20. U e �_ ._.__. VICKI TOT Notary Public: .. �...............�....... .....1 ot2ly.. P-Stet6 Q9N! Y4i* ..`. IVO. g1`fQ619U6_ _ (Signature of Applicant) FUKIVI - UbIU7 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 rtCcnG�roger.richowsou0 nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1(k-1-T(•f Date: Company Name: R FAV- Name: - License As;Name:- License No.: (Phone No.: 3 yo 32a I%��v��S �'rJ Sv✓�ftut� A), JOBSITE INFORMATION: (*Indicates required information) *Name: Co 77 C% 4eFr `— *Address: 6.$C- -F 1?aCt( 4VC-- e ui-cq 04 L161 - *Cross Street: *Phone No.: Permit No.: Tax Map District: - f2,4 f, - 1000 Section: *BRIEF DESCRIPTION OF WORK i 7-,'-,t/ Print Clearly) c` 6(tx"o V r -i Block:. Lot: Z 1-2 r (Please Circle All That Apply) *Is job ready for inspection: SES//"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 82 -Request for Inspection Form DONALD G, FEILER -ARCHITECT 11725 Main Rd • Box 1692 • Mattituck, NY 11952 • 631-298-5453 • Fax 298 1380 December 30, 2008 Mrs. Patricia Conklin Town of Southold Building Department Town Hall, Main Road, Southold, NY Re: Proposed Addition to the Edgett Residence 685 Track Avenue, Cutchogue, New York Dear Mrs. Conklin: I have investigated the existing sewage disposal system at the above mentioned project, and can verify that its capacity meets the requirements of the Suffolk County Department of Health Services for four bedrooms at the existing single family dwelling. Donald G. Feiler ,¢.1 -ti Southold Town Building Department 54375 Main Road ~i Southold, New York 11971 (631) 765-1802 Parcel ID: 137.4-22 Permit #: 34361 Permit Date: 12/23/2008 Expiration Date: 6/23/2010 BUILDING PERMIT RENEWAL LETTER Dated: 3/1/2011 Applicant: SCOTT EDGETT Location: 685 TRACK AVE CUTCHOGUE, N.Y. 11935 Work Description: RESIDENTIAL ALTERATION ALTERATION & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. A FEE OF $1,180.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Owner: SCOTT EDGETT Address: 570 MAPLE AVENUE MATTITUCK, N.Y. 11952 I 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. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 May 27, 2011 Scott Edgett 570 Maple Lane Mattituck, NY 11952 BUILDING DEPARTMENT TOWN OF SOUTHOLD RE: 685 Track Avenue, Cutchogue NOTE: See enclosed inspection ticket regarding certifications TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of 50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36421-Z addition/alteration Telephone (631) 765-1802 Fax (631) 765-9502 Town Hall Annex 54375 Main Road P.O. Box 1 179 Southold, New York 11971-0959 August 16, 2011 Scott Edgett 570 Maple Lane Mattituck, NY 11952 so�Tyo� � o 4 COO �� • �� �y�4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: 685 Track Ave, Cutchogue TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: Telephone (631) 765-1802 Fax(631)765-9502 Note: * Still need certifications required by building inspector, please see enclosed inspection ticket. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36421 — addition/alterations Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 August 22, 2011 Scott Edgett 685 Track Ave Cutchogue, NY 11935 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items) Are Needed To Complete Your Certificate of Occupancy: Telephone (631) 765-1802 Fax(631)765-9502 Note: *Still needs certifications required by building inspector, please see enclosed inspection ticket. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36421—Additions/Alterations Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 May 22, 2012 Scott Edgett 685 Track Ave Cutchogue, NY 11935 BUILDING DEPARTMENT TOWN OF SOUTHOLD 3'd REQUEST TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Telephone (631) 765-1802 Fax (631) 765-9502 "*NOTE: Still waiting for certifications as requested by Building Inspector shown on enclosed inspection ticket. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36421 — Addtion/Alterations to this R., j. or� 01 96116" of tl,. New York Sfate of thil, lh- 1—d -­ "'Sy "' "'d hllrhV ler! h—d M�.; o. to " a VL {id id lf— sh -,I '"Shlo"d erne -hMI r,,n mvo, tlna cerin o'' g'- W no to it'. lis'." I.. 1 i- 'IV and rosf 74 6-1 " - .,.I rl 11,9 ln,v- 'A...of or eobxq�� vv yC/ A VE y Ai_ OF NLt �,�,,(,K V4 C, 41 S 25b 0 Z-- Xr. ---41'7�- U Fj and Sea 3 r,0 TW - 1".7. t REScheck Software Version 4.1.3 Compliance Certificate Project Title: EDGETT RESIDENCE Report Date: 12/15/08 Data filename: C:\Program FileslCheckiREScheddEDGETT RESIDENCE.rck Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Stillwater Avenue Cutchogue, NY 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non -Electric 28% 5750 Owner/Agent: Compliance: 1.0% Better Than Code Maximum UA: 200 Your UA: 198 Designer/Contractor: Donald G. Feiler - Architect Ceiling 1: Flat Ceiling or Scissor Truss 1280 30.0 0.0 44 Skylight 1: Wood Frame:Double Pane with Low -E 16 0.400 6 Wall 1: Wood Frame, 16' o.c. 788 15.0 0.0 44 Window 1: Wood Frame:Double Pane with Low -E 220 0.320 70 Floor 1: All -Wood JoistlTruss:Over Unconditioned Space 1296 38.0 0.0 34 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has Epogad and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans orspe cati s i mplian this Code. Name - Title Signature Date Project Title: EDGETTvRESIDENCE Report date: 12/15/08 Data filename: C:\Program Files\Check1REScheck\EDGETT RESIDENCE.rck Page 1 of 1 11 31JiLDING USE Residential - 3 3U!LDING AREA I z 9 G �, F 31,111 -DING HEIGHT 1 1 1 1- T F �� /\ \ , �� TYPE OF CONSTRUCTION Type / I(••'\ti V OPSIGN CRITERIA Prescriptive Design _IVE LOAD 40 psf O©1 HAD LOAD 45 PSI sf round _ _ SNOW LOAD P G ' i SEISMIC ZONE 15 1 WINDSPEED 120 mph d I EXPOSURE CATEGORY D \ \ WEATHERING Severe J O I FROST LINE DEPTH 36• TERMITE Moderate to heavy DECAY Slight to moderate UJ WINTER DESIGN DRY BULB TEMP 11 Degrees F Ali Criteria is designed In accordance with the Building Corse I :)f New York State i the American Forest i Paper Association I ;AFSPA) Wood Frame Construction Manual for 0^e i Two Fam-ly Dwellings (WCFM-95) High Wind Addition E-� Nailing Schedule wFGM-1 Nlyw wi+e►polr,o.r wF9► I I t* I -�1►NCa r Ty I&C01710K� -� 'Lo 16 �1• � I \�A ti+fir Mr 2 -A P' W-,n.•rrw.\ M,t,.-•y "•.' :, ��. :'�.••'. .�•-. r �. IOM ,..un.o .. ,.• ,:...� •,e .. .t_„.:,' 10 - 160 to Beam - ACE 10-16d to Post 14 Beam AC6 Pj" f.G. CnOt-lot-not-A 'V_INV�_ i Cwi., FwwwTr n.. (T—W Gr.ry irwrrw,.n r.M M1.rrn.n a `i '.J . I,r Tar l)AI M T..1.1 =„r• r cwi,y 4,w l.....r r.•.r... ar•..ir, �- Ian r,«: ,., «r �j1l�Tr•-iii �40�)� l] b2 1 Fr ­ 2 Light and Ventilation all habitable rooms as shown on Floor Plans conform to requirements of Section R303. with an aggregate glazing area of more than I!R% v, -- -_ ,-,_...: 1.�,-:..J.t.iw-.'��•i •w.n.n..,l•u, ...•I 14.,_•, 0:. •�5i-'Ii i.i.+1�'� 3 Glazed opening protection shall be provided as per the Budding Code of New Yorw - I I �QNuNy9tlS.LOAD r1!TH as per AFPA WCFM • 95 HIGH WIND ADDITION I' U) fti� Nil F FtvNO cl' Ix& tgcf- I I wr.w r rr .lir writ rY ..- •arra rrr twrlr+•nr.r4l R+Iurrrt H2 Connector 5 _ tOil each Rafter 5.10d each Stud I.,y wt., .,.. CROSS SECTION END VIEW I M 1.a v.e i -TDP LFTA Connector (( T(?(' Q 1, {'-d •w•_Ii..0/rr rrw •,•.r•r t.Mwr4M.y II.r�_�MI l.ia! 1 ar� WALL TO RIM JOIST ♦ y 20 Gage Strap 4 - ed each Stud 4 - Od Rim Joist !rw r f •I T w r,w. r G•r• Rw w+,n•, Irw.,y r Mr R_ •rlMi SILL TO RIM JOIST 7 Y _r r+ I�wuryr4��. T»ew.Rr wwM !iv _n N. lwnrw 4nr wawa Rr.wr.l1 - },ti rev rw h•vrl wr �r rty R�r,.m 4 - 8d to Deck Joist 11. �,rx: • Tlicz•r rrw. nyrrlw .•.way H .. N ti rrr. J nl 1 J.•.,r j � .;.y'e't,• r,A _M:a it TN.rn, �.. �I .�._`-77- .: cw... raw..• r _r., r rw r�I ,w lyr- ),I -� rw,nwi. r.ww.a.r•4 M M I r, r rrw 1 n !4ry-r Iwr 4rw..y ... ..:. '-, - ...' '1�•n.•r � ._ nm naw Tlmr: : }:,.,,v .• ...uli:err"1. •+- •r.r.yw,r•+•w•.wMr__. rlr�y..r.,-rw.•r w•rwin .„._.n_•wrw..ri,•rr+rw•w .„ MM �I•-,Yr rF,.•M •wrnl •w••••�_. M ••rw•r n,n•nw, w r awwr r r••w.” _.•aw ,.rw r /+w y ' .wir.w y,_•.r+.,w.w ,_•.•rn/r•nw •»•rMre. r -M /r�r r., rrw,wlrr•N.nrrl�lal •iiia I 4 - ed t0 Beam 2 -A P' POST TO BEAM ACE t AC6 Connector c 10 - 160 to Beam - ACE 10-16d to Post 14 Beam AC6 Pj" f.G. CnOt-lot-not-A 'V_INV�_ i .16d to - - 14 - 161 to Posl x i c 12 - 15d to Post l �l rj k••�>'"•Ji"'rl., - �j1l�Tr•-iii �40�)� l] b2 1 Fr ­ 2 Light and Ventilation all habitable rooms as shown on Floor Plans conform to requirements of Section R303. with an aggregate glazing area of more than I!R% v, -- -_ of floor area. and a minitnum vertd3ting area of 441 of the floor area I i ----- -T 3 Glazed opening protection shall be provided as per the Budding Code of New Yorw - I I �QNuNy9tlS.LOAD r1!TH as per AFPA WCFM • 95 HIGH WIND ADDITION I' U) fti� Nil F FtvNO cl' Ix& tgcf- / ' ROOF TO WALL \i�E:V VINUIa Simpson Strong -Tie panels to cover glazed openings - 7116' min thick (4- overlap arounr7 ope^Ings, A;;acnment to be as per Table 1509 1 4 2.1]2' aH wood screws _ 12' orc I i 2 jC W H2 Connector 5 _ tOil each Rafter 5.10d each Stud ! /- ! _ CROSS SECTION END VIEW I WALL TO WALL- -TDP LFTA Connector (( T(?(' Q 1, {'-d A - 8a each Slud iJ , ♦ ' -� , WALL TO RIM JOIST i �1 20 Gage Strap 4 - ed each Stud 4 - Od Rim Joist j I ,► _�\-;--__ __- SILL TO RIM JOIST i t i •1 � ' ' '`, +— I. LTP4 Connector 6 -ltd Rlm.loist 6-8d Shc --- - -- - - Q 0%1, - DECK JOIST TO BEAM H25A�.- ' 4 - 8d to Deck Joist 4 - ed t0 Beam 2 -A P' POST TO BEAM ACE t AC6 Connector c 10 - 160 to Beam - ACE 10-16d to Post 14 Beam AC6 Pj" f.G. CnOt-lot-not-A 'V_INV�_ i .16d to - - 14 - 161 to Posl POST TO FOUNDATION ABU 44 S ABU 66Anchor i c 12 - 15d to Post l �l rj k••�>'"•Ji"'rl., - 2 - 112• dia It... bolts �r 1,5 - SD f-oc,►j ---, �J a::, (f--, T t C? 11`4 r -_-LIS- 9�T I ,1 -0 40 t v I 'T1 if:., i I ! mo _Ii I I ? I o L 1 j N I cQ ;� I - -- - - - - --- - - - --------� - ---------- e I I z of i 1 j 2> Io CEJ 4/2'TJ1 2' oFS —I �{'t: ! - ! � • j I �J /2" STI" LALL•( <A L- ,and � I j r1 J 011 -i-I 1 p O U C�� � Dr T- l O fN_�-1 1/4, ------- Lateral framing cnnne c Dons _----_--__-_-- - CROSS SECTION END VIEW �-(�- =- �., �--� -tTOO 'n {i f I �G lie+--.- . Unlift cnnn.cli. ns 4�_ -- I i • 1 1� — — - 6, L -t E. L,/ is h — --- _ i +— I I N T -1 n7 I I T_ I i t_ i m x lot - _tel •d- I - f ��' 2to" ,i , v . �.,c_i �, , ; �> 14 j �- - cnj I l' .p I ¢ w 01.,I O I roQ TY IV Q) r 4- TV IL Q III I Q II I I I I it i --AP VED -ASN TED =— -- 'jr• �F. ? (>-- a ^C„ V II '- DATE:1 �.P. #3� �- L V1 n''4__ �+ NOTIFY BUILD ING DEPARTMENT AT 2 UNDERWRITERS CERTIFICATE _ 1' n t __ _ '�_ `168_1802 8 f TO 4 P',� FOR THE a I FOLLC%1 NG �SPECTIVNS: REQUIRED( 1. FOUNDATION - T1"1,-) i iEQJIRED ALL-CONSTUCT,'ON-SH�LL------- -- - -- - - - — -- -- - — -------FOR -POJ?.+ CC'^!CRETE MEET THE REQUIREMENTS OF THE RI MN STORM WATER RUNOFF 2• ROUGHS"FRAMINCa & PLUhdEI;,IG 3. INSULF.TIONCODES OF NEVYORK STATE. t�- D" PURSUANT TO CHAPTER 236 a. FINAL • Cot, IQT?!^?!CN MUST ;----OF-THETOWN CODE.--- I , ALL CONSTRUC' car: ^� 0 PLUM_ FR CERT 17- 3A TION ALL COEMEN U S �. T SHALL MEET THE ,D-S-OF,NEW.- �, _ -=ORE YORI�.STATE. NOT,-RE:,�C,tiSIBLE fo' CER r IrIC% _�� l�,^JCY DESIGN OR CONSTRUCTION ERRORS. �1✓EGTr,IGftiL_ LFI.:�til� (_ G-� �. r�� DSOLDER USt :,,TErry SUPPLYSYSI CI✓1 CANNOT I `� i W r- L,►. (� TlJ� 1 r �� '� =.E�� c-�s-I-F-u . ,, EXCEED 2110 OF 1 % LEAD. �.x>l -— , }'1,f"i- Duca o too i - I STI^1. "^v �� nEJri'A,c1� �' r t(1 G `Q �t✓J FL �",�TC - OCC",'. . ',NC'( OR ALL PLUMBIN: _ � '� �1✓,`..•11 . � 1. ' I ';* I i 1l Cicls �.���-NMot�:��vIL C- ''nc �-� �� 1r1r 'r ! &WATER LINES NEED, C T�.�c_ � � � �r Ltvl AJLi Ii E.f_:, :.;TFST1NG BEFORE COVER:NG f - - �, GDP�ix 10N err r-- WITH UT CERTIFICATE �+ -.; t� 0 OCCUPANCY M1y ' I 'j --- I 1 .1 1 a ( • • { I - I I I I i L - -- - I T- - - �--- \/ v -T ►, CD 0 N T Z OE windows as noted on Floor Plans Indicate EGRESS as required fer slerping arras as per Section 8310 of the Residential Code of New Yore, State j; �' I 2 Light and Ventilation all habitable rooms as shown on Floor Plans conform to requirements of Section R303. with an aggregate glazing area of more than I!R% -- -_ of floor area. and a minitnum vertd3ting area of 441 of the floor area I i ----- -T 3 Glazed opening protection shall be provided as per the Budding Code of New Yorw I Slate, Section 1509 1 4 All glazed openings to be provided with precut plyweoc t==— r panels to cover glazed openings - 7116' min thick (4- overlap arounr7 ope^Ings, A;;acnment to be as per Table 1509 1 4 2.1]2' aH wood screws _ 12' orc 1 I CROSS SECTION END VIEW I 1 1 S '<1� T—�,� I,\ ..-•�:,*�� \ , k_,` -•. TJX- '•" - 1 J.•.,r j � j4. .tel —Tit._) i.! J...• 1/4, ------- Lateral framing cnnne c Dons _----_--__-_-- - CROSS SECTION END VIEW �-(�- =- �., �--� -tTOO 'n {i f I �G lie+--.- . Unlift cnnn.cli. ns 4�_ -- I i • 1 1� — — - 6, L -t E. L,/ is h — --- _ i +— I I N T -1 n7 I I T_ I i t_ i m x lot - _tel •d- I - f ��' 2to" ,i , v . �.,c_i �, , ; �> 14 j �- - cnj I l' .p I ¢ w 01.,I O I roQ TY IV Q) r 4- TV IL Q III I Q II I I I I it i --AP VED -ASN TED =— -- 'jr• �F. ? (>-- a ^C„ V II '- DATE:1 �.P. #3� �- L V1 n''4__ �+ NOTIFY BUILD ING DEPARTMENT AT 2 UNDERWRITERS CERTIFICATE _ 1' n t __ _ '�_ `168_1802 8 f TO 4 P',� FOR THE a I FOLLC%1 NG �SPECTIVNS: REQUIRED( 1. FOUNDATION - T1"1,-) i iEQJIRED ALL-CONSTUCT,'ON-SH�LL------- -- - -- - - - — -- -- - — -------FOR -POJ?.+ CC'^!CRETE MEET THE REQUIREMENTS OF THE RI MN STORM WATER RUNOFF 2• ROUGHS"FRAMINCa & PLUhdEI;,IG 3. INSULF.TIONCODES OF NEVYORK STATE. t�- D" PURSUANT TO CHAPTER 236 a. FINAL • Cot, IQT?!^?!CN MUST ;----OF-THETOWN CODE.--- I , ALL CONSTRUC' car: ^� 0 PLUM_ FR CERT 17- 3A TION ALL COEMEN U S �. T SHALL MEET THE ,D-S-OF,NEW.- �, _ -=ORE YORI�.STATE. NOT,-RE:,�C,tiSIBLE fo' CER r IrIC% _�� l�,^JCY DESIGN OR CONSTRUCTION ERRORS. �1✓EGTr,IGftiL_ LFI.:�til� (_ G-� �. r�� DSOLDER USt :,,TErry SUPPLYSYSI CI✓1 CANNOT I `� i W r- L,►. (� TlJ� 1 r �� '� =.E�� c-�s-I-F-u . ,, EXCEED 2110 OF 1 % LEAD. �.x>l -— , }'1,f"i- Duca o too i - I STI^1. "^v �� nEJri'A,c1� �' r t(1 G `Q �t✓J FL �",�TC - OCC",'. . ',NC'( OR ALL PLUMBIN: _ � '� �1✓,`..•11 . � 1. ' I ';* I i 1l Cicls �.���-NMot�:��vIL C- ''nc �-� �� 1r1r 'r ! &WATER LINES NEED, C T�.�c_ � � � �r Ltvl AJLi Ii E.f_:, :.;TFST1NG BEFORE COVER:NG f - - �, GDP�ix 10N err r-- WITH UT CERTIFICATE �+ -.; t� 0 OCCUPANCY M1y ' I 'j --- I 1 .1 1 a ( • • { I - I I I I i L - -- - I T- - - �--- \/ v -T ►, CD 0 N T Z �DGL, l� nIlollml O LU }- z LU z Q C) C) O O ►n r U co D U7 U-- r(--) 0 1— t` Ln O IL ti wv W 0�m O o 0 O _Z Q ~ M Ln co LL co O N r O z Z LUL I FRONT PORCH ELEVATION 114" = 1'-0" SCALE EXISTING HOUSE LIIJIIIVV I IVVJL= —�.\ /.�— iii I W W I I —nW Ii. o \I— 2' X G" ACQ LEDGER i l o 1109 110 11 PROVIDE 5 LEDGERLOK SCREWS ,0( l l l Q I I� I I Q I I @ I G O.C. THRU LEDGER TO HOUSE FRAME; HANG IIx I I D.J. FROM LEDGER WITH ION IIN 2@' 6 O.C. J IIS 2" X G" ACQ D.J. IIN ,2" X G" ACQ D.J. I I SIMP50N LU28 CONNECTOR I I �, IIx @ I G" O.C. I II N @ I G O.C. I 1 1'-7' -I IN ,� II 7' O' 2'17 —*I I SECTION C I I ❑ 2-2"X8'ACO GIRDER iI...... – -- ----- ❑ t _–---------- ----- `�----� c .–. 7-0' 71-O' G" X G" POST ON 12" X 12" TI POURED CONCRETE PEIR I WITH FLARED FOOTING (TYPICAL ALL FOOTINGS) 7'-c' 21'-a' PROVIDE G" CONCRETE PAD UNDER STAIR STRINGERS; VERIFY LOCATIONS IN FIELD FOUNDATION 4� FRAMING PLAN 114" = P-0" SCALE 2' X 10" RIDGE ASPHALT ROOF TO MATCH 15 LB. FELT OVER 5/a" CDX PLYWOOD W/ ICE t WEATHER SHEILD @ PERIMETERS • OG VALLEYS @�6 2"X G" DF CT 2" X 8' RIDGE G 17 EXISTING HOUSE / .o �6 •x4' -2-2" X 10" HDR C YP) 2"X G" DF CJ Z 2" X 6" CJ "AZEK" BEADBOARD CEILING ON PORCH G' X G" POSTS (TYP) 2- 2" X 8" ACQ GIRDER (typ) CTION C -C Im G" X G" POST ON 12" X 12" POURED CONCRETE PEIR WITH FLARED FOOTING MINIMUM 3G" BELOW GRADE (TYPICAL ALL FOOTINGS) `m W r- 0 U N Ln O o Z r r � toa IL CD O N M z OL o�c IV 2 X 6 DECK JOIST w W �h Q H4 CONNECTOR to z EXISTING 2" X G" LEDGER TO REMAIN- 2- 2 X 8 GIRDER PROVIDE 5" LEDGERLOK SCREWS @ 1 G" O.C. THRU EXISTING LEDGER _U z � w TO HOUSE FRAME; HANG NEW � U Q � D.J. FROM LEDGER WITH 51MP50N LU28 CONNECTOR p N p t0 HOU5E 4"X 4" POSTS W/ 2"X 2" H4 CONNECTOR PEIR BALUSTERS 4 CAP RAIL; POST USE "FIBERRAIL" RAILING FLARE FOOTING SYSTEMS OR APPROVED AB SERIES O EXISTING FIN15HED EQUAL M j } FLOOR (APPROX.) z X G" DECKING MATERIAL 1-1 I " X 8" RIM BOARD . , ; > z Q 2" X G" ACQ D.J. tz 1 G" O.C. CONTINUOUSLY AROUND A .• oQ u .. w oC ►— _ GRADE PROVIDE O 2- 2"X 8" ACQ GIRDER • ' • : O O CONNECTOR (IYP.) PROVIDE 51MP50N 4" X 4" POST H4 CONNECTOR (M'.) N U U 5IMP50N ABU44 to EXISTING BLOCK CONNECTOR FOUNDATION WALL (fYP. POSTS) 4" X 4" POST BEARING TO REMAIN ON EXISTING RETAINING WALL EXISTING 8" CONCRETE ap WITH A555BLOCK UMED AININGO NG STFIAPPI NG DETAI L5 0 0 TO REMAIN DECK SECTION "A" NO SCALE w 1'-0" SCALE it 0) co co o C) of o z c� (D N E Ya y�R�Y EA5TING 2'X G" LEDGER TO REMAIN - PROVIDE 5" LEDGERLOK SCREWS @ I G" O.C. THRU EXISTING LEDGER p4r Gy TO HOUSE FRAME; HANG NEW '" �D.�FROM LEDGER WITH r. SIMP�ON LU28 CONNECTOR "0 v "(A HOL15E d 4"X 4" P05T5 W/ 2" X 2" x684BALUSTERS * CAP USE "F BERRAIL" RAILING \ "/?0FESS\fPP~ a SYSTEMS OR APPROVED `J' M EQUAL EXISTING FINISHED ��� �2� FLOOR (APPROX.) �■ X G" DECKING MATERIAL I " X O" RIM BOARD .� 2" X G" ACQ D.J. I G" O.C. CONTINUOUSLY AROUND PROVIDE H4 CONNECTOR GYP.) 2- 2'X 8" ACQ GIRDER 4 " 4 P PROVIDE 51MP50N ar H4 CONNECTOR (iYP.) �+GRADE EXISTING BLOCK SIMPSON AB SERIES FOUNDATION WALL CONNECTOR MT. ALL FTG5.) TO REMAIN 7 4" X 4" POST ON 12" X 12" POURED CONCRETE PEIR WITH FLARED FOOTING MINIMUM 3G" BELOW GRADE DECK SECTION "B" (TYPICAL ALL FOOTINGS) 1'-0" SCALE to co IL Loq O N mt O z z Lu g NAILING SCHEDULE TABLE 3.1, INCLUDING 3.3 AND 3.9 - 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING FLOOR FRAMING _ JOIST TO SILL, TOP PLATE, OR GIRD_ ER TOE NAILED 4__ -_8d_ PER JOIST BRIDGING TO JOIST TOE NAILED 2-Sd EACH END BLOCKING TO JOIST TOE _NAILED 2-8d EACH END BLOCKING TO SILL OR TOP PLATE .TOE NAILED 3-16d EACH BLOCK LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST BAND JOIST TO JOIST _ _END NAILED 3-16dPER ... JOIST BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT FLOOR SHEATHING STRUCTURAL PANELS -1" OR LESS ad 6" EDGE / 12" FIELD NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O/C AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" O/C AT DESIGN LOAD CALCULATIONS 160 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf) EXTERIOR BALCONIES DECKS 40 ATTICS WITHOUT STORAGE 30 ATTICS WITH STORAGE 40 ROOMS (OTHER THAN SLEEPING ROOMS) 40 SLEEPING ROOMS 30 CRITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. ARCHITECTURAL GRAPHIC STANDARDS SNOW GROUND SNOW LOAD 45 lbs. SEISMIC DESIGN CATEGORY g WIND WIND SPEED 120 mph EXPOSURE CATEGORY B THE THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNE WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1016d NAIL PER FOOT. i WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. FROST SPACING WINTER 4' MAX. 4 - 8d COMMON PER JOIST SPEED 4' MAX. WEATHERING LINE TTI 4' DIA. MAXIMUM DESIGN UNDERLAYMENT 4' DIA. MAXIMUM I I (MPH) CATEGORY TOE DEPTH POST TEMP. REQUIRED GIRDERIHEADER 45 LBS. 120 z SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO BEAM JOIST NAIL JOIST ON LEDGER3 POST/COLUMN '► A Z TO BEAM 12'x12'x12' Y r r r CONCRETE FOOTING a Aar NAIL BAND JOIST 3 - lid COMMON Y Y END TO JOIST � r r • / NAIL BAND JOIST TO: SILL OR TOP PLATE 2 -16d COMMON DECK POST FTG. CONNECTION TOE NAIL DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 04POST PAU44ORWE44 POST/BEAM ANCHOR JAPPLYTO EACH FOOTING USE MIN. (2)1/2- DIA. GALV. BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 I POST / BEAM ANCHOR IAPPLY TO EACH FOOTING 1-1/2' SPACE MINIMUM HANDRAILS GIRDE POST GIRDER/HEADER BALUSTERS RIM/DECK JOIST ; •- . CONCRETE PIER OPEN BALUSTER ATTACHED TO WALL �•. HANDRAIL CONNECTION • '••- ALL HANDRAILS SHALL BECONTINUOUS THE FULL LENGTH POST -TO -DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL USE MIN. (2)112' DIA GALV. BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER DESCRIPTION APPLICATION PROVIDE ANEQUNALENTGRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (2) BEAMS PAU44 OR WE44 POST /BEAM ANCHOR APPLY TO EACH PIER (3)BEAMS PAU66ORWE66 POST/BEAM ANCHOR APPLYTOEACHPIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDERIHEADER PIECE OF SIDING BELOW UNDISTURBED SOIL 1/2' DIA. LAG BOLTS WI WASHERS LAY PLASTIC BASE DIRECTLY ON STAIR TREAD CONNECTED TO BLDG. @16- OC UNDISTURBED SOIL (ORGANICS REMOVED) LEVEL BASE POST/COLUMN • • FIT CONSTRUCTION TUBE AND PLUMB • • BRACE TUBE RIM BOARD FILL AS PER MANUFACTURES' INSTRUCTIONS FLOOR FRAMING STRINGER 2x JOISTS _III=III-III=III=III=111,,,111 ,,,111,,,111-11 POST TO-GIRDER/HEADER CONNECTION BLOCKING FOR JOIST HANGER LAG BOLTS •� LOCATION USP NUMBER I DESCRIPTIaT7 APPLICATION RIM JOIST/ BD. ►- �• DISTURBED / POOR SOIL 4x4 SOLID COLUMN PBS44 / PBSE44 / KC44 POST CAP ANCHOR JAPPLY TO EACH COLUMN 6x6 SOLID COLUMN PBS88 / PBSEW / KCW POST CAP ANCHORAPPLY TO EACH COLUMN STRINGER TO DECK /PORCH CONNECTION DECK/PORCH LEDGER CONNECTION LAY 4-' LAYER OF CRUSHED STONE OR GRAVEL HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR JAPPLY TO EACH COLUMN LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE 1\ FILL AS PER MANUFACTURES' INSTRUCTIONS WOOD JOIST III -III III -III III -III TTI=III=III-11 WOOD JOIST JOIST BLOCKING CONC. PIER FOOTING GIRDERIHEADER BIGFOOT SYSTEMS FOOTING FORM IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN WOOD JOIST GIRDERIHEADER WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER -5495 AND SUBJECT TO THE CONDITIONS THEREIN. THE PROPER STEEL CONNECTOR. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE, SET FIR JOISTS APROX.1/4- HIGHER THAN LVL HEADERS USE WITH RT10 TYDOWN ANCHORS LOCATIONUSP NUMBER I DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE JOIST TO GIRDERIHEADER RT10 TYDOWN ANCHOR CONNECT TO EACH J IST DECK & PORCH NOTES: 1). Unless otherwise noted, all framing material to be 81 ACO pressure treated lumber. AN fasteners, hangars and anchors to be galvinUmd or stainless tial. 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel oo nnectors anchored Into concrete with a minimum 1/2' dia x 7' long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a I n12'xl2" thick concrete footing. Use a minimum 1/2' die x 7' long anchor bolt with washers and nuts. Footings Shalt be 4 fL below grade. 4). Deck joists to have blocking at VO o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2' dim. bolts with washers and nuts at 1tY o.c. 6). Concrete piers shall be a minimkxn 6' above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). CLIMATIC & GEOGRAPHIC DFSI(-.N rRITFRIA GROUND WIND SEISMIC NOTES FROST SPACING WINTER ICESHIELD 4 - 8d COMMON PER JOIST SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD HAZARDS LOAD (MPH) CATEGORY TOE DEPTH END TEMP. REQUIRED 3 -16d COMMON 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO BEAM JOIST NAIL JOIST ON LEDGER3 TO HEAVY MODERATE TOE TO BEAM NAILING SCHEDULE JOINT DESCRIPTION NAIL NOTES SPACING JOIST TO: SILL TOP PLATE OR GIRDER 4 - 8d COMMON PER JOIST TOE NAIL BRIDGING 2 - Id COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - id COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3 -16d COMMON EACH T SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3 -16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER3 - PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - lid COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: SILL OR TOP PLATE 2 -16d COMMON PER FOOT TOE NAIL S� W p'OFESSIO��� /5, zzJ,-�E, z OL OL H to w N tu N Z 3 w C) N I IOU O w P z Z lu- W Z Q W w U � � o U O U m O } Q z 00 LO 0 911 a Z V— (y) CD 0 1 -- QZ0 0 0 Of o Z ti Q ~ Ch co LO 00 LL c` oo 0 N In WE