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Home My WebLink About38280-Z AQ�oSUFFQl,1.coG a Town of Southold Annex 3/28/2014 P.O.Box 1179 54375 Main Road c►y �, �lkl� ' Southold,New York 11971 1¢O� CERTIFICATE OF OCCUPANCY No: 36828 Date: 3/28/2014 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 320 RICHMOND LANE, PECONIC, SCTM#: 473889 Sec/Block/Lot: 86.4-4.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/17/2011 pursuant to which Building Permit No. 38280 dated 8/26/2013 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: accessory garage with non-habitable storage above and roof mounted solar panels as applied for. The certificate is issued to ROBERT&VIRGINA CORAZZINI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38280 9/2/11 & 3/25/14 PLUMBERS CERTIFICATION DATED / A e Signat re �gaFFnt,��o TOWN OF SOUTHOLD moo �y� 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#: 38280 Date: 8/26/2013 Permission is hereby granted to: ROBERT &VIRGINA CORAZZINI 320 RICHMOND LANE PECONIC, NY 11958 To: CONSTRUCT AN ACCESSORY GARAGE W/ NON-HABITABLE ATTIC AS APPLIED FOR.REPLACES EXPIRED B.P. # 36505 At premises located at: 320 RICHMOND LANE, PECONIC SCTM #473889 Sec/Block/Lot# 86.-1-4.7 Pursuant to application dated 6/17/2011 and approved by the Building Inspector. To expire on 2/26/2015. Fees: PERMIT RENEWAL $249.60 Total: $249.60 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 36505 Date: 6/22/2011 Permission is hereby granted to: Corazzini, Robert & Corazzini, Virginia 320 Richmond Ln Peconic, NY 11958 To: construct an accessory garage with non-habitable attic as applied for At premises located at: 320 Richmond Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-1-4.7 Pursuant to application dated 6/17/2011 and approved by the Building Inspector. To expire on 12/21/2012. Fees: ALTERATION OF ACCESSORY BUILDINGS $499.20 CO -ACCESSORY BUILDING $50.00 Total: $549.20 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used.in system contains less than 2110 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible€or 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 $1.5.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ��(j �!Gam!Mo,, Gam„ //✓�''�0�+ �C House No.'s 1 Street / Hamlet Owner or Owners of Property: �t�.b .y �. C. z or ' Suffolk County Tax Map No 1000 Section �— . �A Block Lot 7e 7 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: �Appn nature ,*pF SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A • 0 roger.riche rt(a7town.southo Id.ny.us Southold,NY 11971-0959 COUN N IV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robert J Corazzini Jr Address: 320 Richmond Ln City: Peconic St: NY Zip: 11958 Building Permit#: g�.$l7 3+ Se tion: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: RJ Cora=ini Electric License No: 33419-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect F1 Switches Twist Lock H -Exit Fixtures TVSS Other Equipment: photovoltaic system, 2-3500 watt inverters, 36-240 watt solar panels, 2-ac disconn Notes: Inspector Signature: Date: Sept 2 2011 81-Cert Electrical Compliance Form hO��pF SO�TyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 cooQ roger.richert(a_)town.southold.ny.us Southold,NY 11971-0959 COUNTI,a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Corazzini Address: 320 Richmond Ln City: Peconic St: NY Zip: 11958 Building Permit#: 38280 Section: $6 Block: 1 Lot: 47 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: 3-flood lights Notes: Inspector Signature: Date: March 25 2014 81-Cert Electrical Compliance Form.xls Of SO(/r�,olo o�yco N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r� DATE INSPECTOR �pF SO(/l�, -- o�yc0�e� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU DATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR pF SO(/r�ol TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4--y Az� DATE 1 INSPECTOR OF SObT�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G*A-gp4AA Lvze&az,,,:=z wt I PT, T DATE INSPECTOR 3 QF SOUjyolO coum, TOWN OF S -B-B.UIL G DEPT. 765-1802 ` N S N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU N [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: O(-k *C6_ss, DATE INSPECTOR - ti o� Ol � o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C J DATE INSPECTOR OF SOpl�olo o<�fCo m,� TOWWOF SOUTHOLD BUILDING DEPT. / 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH' PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) V.ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE .� Z INSPECTOR `�c 1 S�1 1 1 0 • � • 1 1' • r 11 MUL ATION STATE E�MIZGY • 1 qWA _0 0,1 4 s :. MW _ � �,� ` TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 , 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permip Examined yZ 20 l� I Single& Separate Storm-Water Assessment Form JUN 17 2011 Contact: Approved 20 (i Mail to: Disapproved a/c /lam BLDG.DEPT. TOWN OF SOUTHOLD Phone: Expiration .4 i Building Inspector APPLICATION FOR BUILDING PERMIT Date —�,—�� , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( gnature of a cant or name, if a corporation) Sao (Mailing address o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's LicenseiNo. 1. Location qf;larid on which proposed work will be done: .W Z_,1. A 0,11 1e, House Number Street Hamlet County Tax Map No. 1000 Section �M%p Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy / b. Intended use and occupancy 3. Nature of work(check which applicable): New Building �� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �� ` , Fee.___...._ (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, Specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:`Front " - "FRear J 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 9 R� i- - Rear Depth & Height 1 q` `311 Number of Stories � 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises ��«>��o�R zz, Address-?- EX—a,e/Z,- Phone No. �j� 2 a 3-7 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 IRED. 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 sury y. 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 .SGi being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 t88tNNIwork D rk will e NCH performed in the manner set forth in the application filed therewith. Notary Public,State of New York No.01 BUSle5050 Sworn to,before me this Qualified in Suffolk County � day of 20 Commission Expires Apr!14.20/a— a7(5-n r,-�--r Notary Public SignatueCof Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey 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 120 Mail to: Disapproved a/c��, 7�1/ Phone: Expiration ,20 DE W Building Inspector JAN 2 6 2011 _0 PPLICATION FOR BUILDING PERMIT BLDG.DEPT. . Date �-� , 201/ TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the constriction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,.and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) - (Mailing address of applicant) . State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises z �171 (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 onwhich proposed work wiiil/lllJ/be done: 7 20 -X, (C"4'/ ,o r✓ Lam^ [� C co,'„'e- House Number Street Hamlet / County Tax Map No. 1000 Section O Block Lot LA I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy >� � �GS 60- 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 occupancy, specify nature and extent of each type of use. ajfo�� 7. Dimensions of existing structures, if any: Fron Rear Depth Height oZo Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stojries " ' ',;."i j r f 8. Dimensions.of entire-new construction: Front Rear L--_D,el)th_--.-. Height Number of Stories T.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 12. Does proposed construction violate any zoni law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO �! 14. Names of Owner of premise (;�v��o/-�zzf : Address :3e26 �«��o.-r✓ Phone�031 s - 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) COUNTY O 4- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Public,State of New York (Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk County _ Commission Expires April 14,2-c.�j 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 2011 . Notary Public Signature of App ant New York State, Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY,Stony Brook, New York 11790-2356 oboe Phone: (631)444-0365 - FAX: (631)444-0360 Website:www.dec.state.ny.us Erin M.Crotty commissioner LETTER OF NON-JURISDICTION: TIDAL WETLANDS ACT August 14, 2002 Pete Schembri Schembri Homes, Inc. 2042 North Country Road Wading River, NY 11792 Re: Schembri Homes Property s/s Richmond Lane, 220'e/o Shore Lane, Lot#7 Peconiic, NY 11958 SCTM# 1000-86-01-4.7 DEC# 1-4738-03060/00001 Dear Mr. Schembri: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of your property which is located landward of the ten foot(MSL)elevation contour on a gradual, natural slope, as shown on the survey prepared by Joseph A. Ingegno last revised August 2, 2002, 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. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Ve truly ours, A k14 I I 0;d of SOFT fag Hall jr�ex 2 20�1 ` Telephone(631)765-1802 5 5 M�'i oaa c�+ r0 er.richert�ax(631)765-,,g950p22, Box 1179 G •: Q (cULOwn.SOUtr101d.ny.US S uthol NY OI�CQUNT I,�� TOWN OF SOUTHOLD tY BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: a ZZini Date: / Company Name: Name: License No.: — Address: Phone No.: _ JOBSITE INFORMATION: (*Indicates required information) *Name: iei'l ��A z�;, ,' *Address: 3 a o *Cross Street: ��4� *Phone No.: 73tl-- 3.7 Permit No.: 13 P 3tak&75 F Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) V J C� Ir�t 7 /n UL��c/ Ifs y '�' So I wt l� 3 J 0 0 (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do-you need a Temp Certificate: YE / 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 i q��pF SO�lyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road p�aaxx 9g QQ22 P.O.Box 1179 G Q roger.richertC sown SOUth0lti nV us Southold,NY 11971-0959 �0 I BUILDING DEPARTMENT TOWN OF SOUTHOLD � i APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: - I �o �<< J ",427, ,. ' 7r, Date: Company Name: ,,(�?�C zZ• E"/ Name: �. License No.: 33 9• Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: '40 4e r,Q zz,'�.,' l i *Address: snt *Cross Street: *Phone No.: /V -73 Y-- D 3 3 -7 Permit No.: I`b-�'�p Tax-Map District: - 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - 1 (Please Circle All That Apply) Is job ready for inspection: Rough In final *Do-you need a TempCertificate: YES!� - Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION � o � - .82=Request for Inspection Form I I ji Ar Town of Southold, Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ! PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ' DZ)t�j STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN sbi-Tt cf e�cbon B oc CERTIFIED BY A DESIGN PROFESSIONAL-IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKASSESSMENT Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within Will this Project Retain All Storm-Water Run Ott Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) (S.F./Acres) (This.item will include all run-off created by site _ ❑ b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed .° �� Site Improvements and the permanent creation of construction activity? �!` Impervious surfaces.) (S.F.!Aces) / i 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPI ION (Provide Additional Pages as Needed) Drainage Structures Indicating Size&Location?This /�, ,11` / Item shall include all Proposed Grade Changes and -�-4 'Wfd ewe q e Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to G �i _ ❑ . control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. 4 Will this'Project Require any Land Filling,Grading or Excavation where there is a change to the Natural — i Existing Grade Involving more than 200 Cubic Yards ! of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Welland or El i Submission of a SWPPP is required for all Construction activities involving soil Beach? I disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes i are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? I the DEC has determined that a SPDES permit is required for stone water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Wiil'Driveways,Parking Areas or other Impervious f for Storm Water Discharges from Construction activity-Permit No.GP-0-10=001.) Surfaces be Sloped to Direct Stomt-Water Run-Off ❑ i 1.The SWPPP shall be prepared prior to the submittal of the Not.The Not shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of consWction activity. 2.The SWPPP shall describe the erosion and sediment control prectices.and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation.and/or the Construction of any constru cted to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder i compliance with the terms and conditions of this permit In addition,the SWPPP shah Area?rn"item wm Nor include the Insallanen of Drlvewa El identify.potential sources of pollution which-may reasonably be expected to affect the y Aprons.) quality of storm water discharges. NOTE: If Any Answer to Questions.One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance Is between 5,000SF.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm Water,Grading,Drainage&Erosion control Plan is Required by the Town of that is knowledgeable in the Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit g principles and practices of Storm Water Management (NOTE: A Check Mark(4)and/or Answer for each question is Required for a Complete Application) i STATE OF NEW YORY, Notary Public,State of New York COUNTY OFL SS No.01 SU6185050 i Qualified in Suffolk County I i Commission Xpires April 4 D Tbat I.................................................................................being duly sworn,deposes and says that he/she is the applican or ermi4 (Name of individual signing Document) Andthat he/she is the ......................................................................................j.. ...................................................(Owner,Contractor,Agent,Corporate Officer,ete. Owner and/or representative of the 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 herewith. M Sworn to before me this; I ! ..........day of. n 20 Notary Public: .... ................�..1.'�1� �;� ........... ............. '................................ (Sign •.of Applipnt) ' FORM - 06/10 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 7, 2011 TO: Robert J Corazzini Jr. 320 Richmond La. Peconic, NY 11958 Please take notice that your application dated January 26, 2011 For a permit for construction of an accessory garage at Location of property: 320 Richmond Lane, Peconic, NY County Tax Map No. 1000 - Section 86 Block 1 Lot 4.7 Is returned herewith and disapproved on the following grounds: The construction of an accessory garage is not permitted pursuant to Article III, 280-15 which states: "In the case AC District &Low Density Residential R80, ...Districts, accessory buildings & structures or other accessory uses shall be located in the required rear yard, subject to ..." The proposed accessory garage is located in the side yard. Authorized Signature fry. Southold Town Building Department SUFFO(,t,OGy P.O.Box 1179 Permit#: 36505 54375 Main Road o _ Southold,New York 11971 Permit Date: 6/22/2011 (631)765-1802 Expiration Date: 12/21/2012 Parcel ID: 86:1-4.7 BUILDING PERMIT RENEWAL LETTER Dated: 8/5/2013 Applicant: ROBERT&VIRGINIA CORAZZINI Location: 320 RICHMOND LANE,PECONIC Work Description: ACCESSORY GARAGE construct an accessory garage with non-habitable attic as applied for A FEE OF $249.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ROBERT&VIRGINA CORAZZINI Address: 320 RICHMOND LANE PECONIC,NY 11958 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. *pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA 'r Southold,NY 11971-0959 �ikl� �� OUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 10, 2013 Robert Corazzini Jr 320 Richmond Lane Peconic, NY 11958 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: "Note: We still need the paperwork on the solar so we can add it to the permit,along with an Engineer's letter certifying it has been installed per NYS Code. / Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) -for the Garage only. A fee of$50.00. Final Health Department Approval. Plumbers Solder Cer[if sate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 38280 —Accessory Garage SURVEY OF / LOT 7 MAP OF RICHMOND SHORES AT PECONIC FILE No. 6873 FILED NOVEMBER 20, 1979 SITUATED AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S 79o14,00 LOT OO S.C. TAX No. 1 000-86-01-4.7 ,a.A.T.�.s6% o f SCALE 1 =40 ` o � y / MAY 24, 2000JULY > coo 181 RVICE APRIL 9, 2002 REVIS DO PROPOSED HO00 REVISED AUSE &EADDED WETLANDS ELeca a•gtRR"E>FR G� v cE55Poa��TI 3 �� 5`f AUGUST 2, 2002 ADDED ADDITIONAL TOPOGRAPHY eEL6 Ze'cepx ' < 1 SEPTEMBER 13, 2002 FOUNDATION LOCATION B`OcK.auRe APRIL 8, 2003 FINAL SURVEY p �yzs JUNE 15, 2011 ADDED PROPOSED GARAGE cE Poo - ' �y oo�P JULY 19, 2011 FOUNDATION LOCATION Y �/ SS Z w� z "� Q,� F• O AREA = 27,772 s9• ft. �\ 0.638 ac. ,z °2 ° ems, Q�P yy 4114 q 46- C S.C.D.H.S. No. R10-00-0146 NOTE: p "x ADDITIONAL STRUCTURES IF ANY ARE NOT SHOWN. �: e• h is ?• N o �1 ° a;h J 'S' '• 3�0 G'� L 0 p0 c�• LOT O M t' M O O O � o 2s O. "0 I "D _ A 13D,yj.F �$&[. R=25.00' P E C WITH IL =39.27' SU S AS ESTABLISHED OpSp �^• 4�rll�• �plb(j/AggRO AND ADOPTED S Q E Y K STATE LAND Al BLDG.DEPT. < LOT O9 TOWN OF SOUTHOLD os N.Y.S. Lic. No. 50467 � V- UNAUTHORIZED ALTERATION OR ADDITION FLAG #15 TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin 'II SECTION 72LA OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED �I• TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN OP FLAG 14 Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY �i ( I Y IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND CERTIFIED ,11� LENDING INSTITUTION LISTED HEREON,AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— ROBERT J. CORAZZINI / Ill, PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. VIRGINIA A. CORAZZINI OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS ULSTER SAVINGS BANK, ITS SUCCESSORS AND/OR ASSIGNS �+[.� �I. AND/OR EASEMENTS OF RECORD, IF FIDELITY NATIONAL TITLE 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF / LOT 7 MAP OF RICHMOND SHORES AT PECONIC FILE No. 6873 FILED NOVEMBER 20, 1979 SITUATED AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ° 9 s 79�14,00„ LOT s S.C. TAX No. 1000-86-01-4.7 6x E O SCALE 1"=40' o MAY 24, 2000 cow 18 APRIL 9, 2002 REVISED PROPOSED HOUTSE ER &ECE ADIDED WETLANDS ELEGT° °wq eR MF'Fe cP5 v c�55Poo�r ` 3, �o 54, AUGUST 2, 2002 ADDED ADDITIONAL TOPOGRAPHY BELGIAN BLO '/C BOX SEPTEMBER 13, 2002 FOUNDATION LOCATION ._CKCURB —^ I APRIL 8, 2003 FINAL SURVEY w \\ �YZS a JUNE 15, 2011 ADDED PROPOSED GARAGE AREA = 27,772 sq. ft. \w\ � 'op o 0.638 ac. S.C.D.H.S. No. R10-00-0146 6, ?` v .��Ci E NOTE: ADDITIONAL STRUCTURES IF ANY ARE NOT SHOWN. y / 2j pJ r 6q 9' N 00 W h �J SS• '` - 1�OFcF ". y 2.9 s• LOT 7 3 4� o a \� O ryro cis 's. E„D„ „ `N AC o of NEIKV,y R=25.00' PREPA FT IM L=39.27' 61° OPE� . STAND D Ij}Q� �$�S SH BY T L. D\APPROVES,-}� D FO SUCH E THE NEW YOfM ND TIT ASS II S�(\ so� U LOT O9 s N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION (14 5 TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 72LA OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING �� O �� Y THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED I, TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN BLDG.DEP . Successor To: StanleyJ. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY CERTIFIED T0: TOWN OF SOUTHDLD IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surve s — Subdivisions — Site Plans — Construction Lo out LENDING INSTITUTION LISTED HEREON, ANDROBERT J. CORAZZINI y Y TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. VIRGINIA A. CORAZZINI PHONE (631)727-2090 Fax (LING A DRESS ULSTER SAVINGS BANK, ITS SUCCESSORS AND/OR ASSIGNSOFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF FIDELITY NATIONAL TITLE 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jomesporl, New York 11947 -_-1 ~ ^ i a i I I I I 1 I � I 0 w ti Z I - - � i i I i - b) I i ' t r I NIT I vs PC �- +SCALE: APPROVED BY: �i� -YS DRAWN BYfN ItItrf ryll I I 1 I I ( DATE: 2��11 REVISED , DRAWING NUMBER _ 0 i Zm S rr- r 1 u -- I _7 .r ,. „ �.. S-M -_3•2xt 14t�ti I � j— — tom„ 2.�i ��Sy�_+�..�. eC SIKCI� �Io Cot - '$ Y-1t�l �� , I f'u o It\14 C. i , I p — I j 3 j I i n l i 13 o t3 X I 3 I 11 i k 1 ` ram.'^ I r -- : I 1 - SCALE: _ c� DRAWN BY �RT« _ _ APPROVED BY: DATE: r _,- REVISED /7�1! zolu DRAWING NUMBER j r� t4 O Ll i _ \ V 1 / I / � j 3 13�fx�L L.vl. FA--H-T v -.. IrcT"MTe a v: j I I � 00 4-1 -ram+------tom -_- --- -s--- -' ------.�.._ SCALE: _ DRAWN BYJ &]C-B -APPROVEDQY: DATE: REVISED $I� 7C.AJT5 - 60TH -Nos - potty S��s DRA 1N1 NUMEE v n� _ _ ... .. - . - -- GENERAL NOTES: F ALTERNATIVE FOR OPENING PROTECTION NAILING SCHEDULE 1_EI CTRI CAL NOTES: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I 6'AND MAXIMUM PANEL SPAN OF 8'-O" 2001 55C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL Lli ✓ • The information on this set of construction documents is to relate basic design JOINT DESCRIPTION NAIL QUALITY NAIL SPACING SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS intent and framing details. They are intended as a construction aid, not as a . All electrical k to be BOARD OF FIRE UNDERWRITERS a oved d tlud substitute for generally accepted good building practice and are in compliance With rica work pPr an o include SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ROOF FRAMING current New York State building codes. The general contractor is responsible for installation of fixtures t specifications as indicated on plans. Light fixtures to be supplied by (REFER TO SECTION I G09.1.4 AND 1609,C.5 AND TABLE I C09.1.4) RAFTER TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PER RAFTER providing standard construction details and procedures to ensure a professionally owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install I0'-0'WALL:4-ed PER RAFTER CEILING JOIST TO TOP PLATE TOE NAILED 8'-O'WALL:3-0d PER JO15T finished, structurally sound and weatherproof completed product. all outlets as per code. All work Is to be done in strict accordance with the New York State Code TABLE I GO9. 1 .4 I O'-0'WALL:4-8d PEKJOI5T by a licensed electrician. All new switches t outlets to be Levition, standard, supplied t Installed WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP • General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. FILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE Interaction between trades. FASTENER SPACING(INCHES) BLOCKING TO RAFTER TOE NAILED 2-8d EACH END F RAM I NG NOTES: PANEL SPAN<2' 2'-O"<PANEL 4'-0"<PANEL 0-0"<PANEL RIM BOARD TO RAFTER END NAILED 2-1 6d EACH END • The contractor is responsible for ensuring that all work and construction meets FASTENER TYPE O" SPAN<4'-0" SPAN<G'-O" SPAN<8'-0" or exceeds current federal, state and local codes,ordinances and regulations,etc. WALL FRAMING These codes are to be considered as part of the specifications for this building plan. • All lumber is to be Douglas Fir#2 or better at I G'on center TOP PLATE TO TOP PLATE FACE NAILED 2-[Gd ' PER FOOT 2 112" XC WOOD SCREWS 1 G I G 12 9 TOP RATES AT INTERSECTIONS FACE NAILED 4-I Gd JOINTS-EACH 51DE STU• If in the course of construction,a condition exists which disagrees with that as • Ail wood framingin contact with concrete or mason is to be re5sure treated. 'ACQ'designation HEAD R TO HE FACE NAILED 2-1 Gd I G'O/c i'Y f 9 2 1/2' 68 WOOD SCREWS I G I G 1 6 1 2 HEADER TO HEADER FACE NAILED I6d 16'O/C ALONG EDGES indicated on these drawings,the contractor shall stop work and notify the designer refers to current arsenic-free treated Wood standards and shall take the place of'CCA' TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD t the engineer immediately. Should he fail to follow this procedure and continue work he shall assume all responsibility and liability arising therefrom. A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF 3-1 Gd PER 2x6 STUD All stra s, connectors, late5, bolts, nails-, etc. are to be Ivanlzed. Designated connectors,stra HEIGHT OF 33'-O'OR LESS 4-1 Gd PER 2X5 STUD • p p � g In• BOTTOM RATE TO FLOOR JOIST, • Dimensions take recedent over scale-DO NOT SCALE DRAWINGS. etc. on these drawings are my by SimpsonB. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.unless otherwise Indicated. All connectors,straps, etc.are to be BANDJDiST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd '— PER FOOT p nailed/bolted in accordance with the manufacturer's specifications. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL FLOOR FRAMING • The designer has not been engaged for construction supervision and assumes no I CAPACITY OF 490 L55. JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER J015T responsibility for construction coordinating with these plans, nor responsibility for • All floor sheathing is to be 4'AC type plywood,tongue t groove and shall be glued and screwed to BRIDGING TO J015T TOE NAILED 2-ad EACH END ct construion means, methods,techniques, sequences or p ft roceedure5 or for saey 'o.c. edges t 12'o.c.field) BLOCKING precautions and p the floorjolsts(G programs in connection with the work Indicated. There are noBLOCKINGTO JOIST TOE NAILED 2 EACH END TO SILL OR TOP PLATE TOE NAILED 3-1 d 6d EACH BLOCK TABLE R3 O 1 .G LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST warranties for a specfic use expressed or implied In the use of these plans. . Solid blocking is to be installed every 8'-0'max. or mid Span of all floor joists with spans exceeding JOIST ON LEDGER To BEAM TOE NAILED 3-ad PER JOIST • Contractor to provide.hardwired smoke detectors,with battery back up,and with 8'-0'. Blocking is to be installed at all point load bearing points. BAND J015T TO JOIST END NAILED 3-16d PERJOIST ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS BAND JOSTTO SILL OR TOP PLATE TOE NAILED 2-I6d PER FOOT no intervening Switches,on all floors and in each bedroom. Verify With local code requirements as per Section R3 17 New York State Residential Con5trucrton Code. • Install double joists under all partitions running parallel STRUCTURAL MEMBER ALLOWABLE DEFLECTION ROOF HEATHING L PANELS Install carbon monoxide detectors as per code. STRUC *PERIMETER EDGE ZONE-I G'QC-6•AT PANEL EDGES • All exterior wall headers to be 2-2'x 8'as indicated on floor plans t sections and all interior Rafters havincI 51 e5 L/180 reater ad AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FOUNDATION NOTES: headers are to be 2-2'x 8'unless otherwise noted. All headers exceeding 5'-0'shall have a double than 3/1 2 with no finished ceilin INTEROR 7rNJE_I6.O/C-6•AT PANEL EDGES AND 12'AT jack stud with a Single kin stud t on exterior walls rovide double sill Tate( Ical). 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD ,)a 9 9 f F' tW attached to rafters FOR ROOF SHEATHING WITHIN 4'-0'OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0'ON EACH SIDE OF THE ROOF PEAK,THE 4'-0'PERIMETER • General contractor to review plans,elevations and details to determine EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. intended heights of finished floor above typical grade. Provide insulation baffles at eave vents between rafters and soffit vents as indicated interior walls*partitions H/180 ILING SHEATHING on plans Floors lastered cellm s L/3GO GYYPSUM WALLBOARD 5d COOLERS T EDGE/10'FIELD • Footings Shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. All other structural memebers L/240 • Exterior flashingis to be adequately installed at all connections between roofs, walls, WALL SHEATHING q ti Exterior walls with pla5ter or H/3 GO STRUCTURAL PANELS 8d 4'EDGE 70NF-I G'O,C-6'AT PANEL EDGES AND 12'AT • Concrete shall be FC = 3.500 PSI @ 28 days chimneys,projections and penetrations as required by approved constrction practices. INTERMEDIATE SUPPORTS IN THE PANEL FIELD Stucco finish 811 INTERIOR ZONE-I 0 CNC-G'AT PANEL EDGES AND 12'AT • Concrete on 4'sand or ravel fill minimum,with GxG - 10/10 welded wire mesh FLOOR PLAN NOTES: I' INTERMEDIATE SUPPORTS IN THE PANEL FIELD 9 Exterior walls- wind loads with L/240 FIBERBOARD PANELS 7/16' 6d 3'EDGE/6'FIELD reinforcement. Interior slabs to be placed on G mill. stabilized polyethylene vapor 25/32' ad 3'EDGE/O FIELD barner. Welded wire mesh is to be placed in the top third of the slab and is to be • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS brittle finishes GYPSUM WALLBOARD 5d COOLE95 7'EDGE/IO'FIELD adequately supported by precast concrete bar supports to assure that the reinforcement Exterior walls- wind loads with L/120 ad 4'EDGE ZONE-I G'QC-6•AT PANEL EDGES AND 12'AT HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD is held in position during concrete placement and finishing. All interior walls to be covered with� gy5pu5m board with metal Corner reinforcing. All liflexible finishes ad INTER(M7ONE-IG'0/C-G'AT PANEL EDGES AND 12'AT Isolation joints are to be installed between the slab and the walls. Use preformed drywall products, including gypsum board,screw,joint compound,tapes t trim shall be U.S. INTERMEDIATE SUPPORTS IN THE PANEL FIELD • Gypsum Co. or approved equal. All joints shall recieve 3 Coats of joint treatment. Sand final FLOOR SHEATHING joint filler that is to be cut 1/2'below the slab Surface and the resulting joint is to be filled coat to a uniform smooth surface.All walls,ceiling and interior of closets to be taped and CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA STRUCTURAL PANELS-['OR LESS 8d 1G.'EDGE/12'FIELD with an elastomerie joint sealant. 5packled, 3 coats, ready for paint. . g r W,remerte are .,,ea-will Meat rg—Ied G me .at the pirwd edge. it wall h g u railed 3 i ho O.C.at th.p edge to d tan WEATHERINGSEVERE F.gher 3t—capa t—,rmhnq r 4,r,Cment,for troctu l me-t_5hAl be doubled"-Aterrote correctors,—h—Shear piatee,-In41 be—d to manta-the • General contractor to install cop-r-tex(or copper)sheet metal termite Shelf& Insulation ratings and Installation locations as indicated on floor plans t sections FR05T LINE DEPTH 3'-0" load path. • between all wood surfaces that are exposed to concrete or masonry surfaces. TERMITE MODERATE TO HEAVY When wall eheat at a c age ro l over co rested me-teen,l F t e F— ed.check of nib f r s be bonal rre—tted to be reduced to I-I6d rm1 per foot. ' Caroelon resntat I I e roofr rmis and i 6 e es are Rtrd,check IBC for addrdarul r Irerner*a. • DanTpproof exterior of foundation wall with a bituminous coating; Foundation DECAY SLIGHT TO MODERATE excavation is not to be backfilled prior to the installation of the floor framing. WINTER DESIGN TEMP. I I ICE SHIELD UNDER- AS PER MANUFACTURER'S LAYMENTKEQUIRFD SPECIFICATIONS/5TATECODE DESIGN LOAD CALCULATIONS FLOOD HAZARDS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(I125f) EXTERIOR BALCONIES GO DECKS 40 ATTICS WITHOUT STORAGE 30 RAFTER NOTCHED RAFTER ' ATTICS WITH STORAGE 40 RAFTS RIDGE RAFTER ROOMS(OTHER THAN SLEEPING ROOMS) 40 TOP PLATE TOP PLATE SLEEPING ROOMS 30 WALL sruD WALL STUD CRITERIA FOR CALCULATION OF DEAD LOAD TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. ARCHITECTURAL GRAPHIC STANDARDS SNOW 2ND.FLOOR WALL STUD 0 KING STUDS GROUND SNOW LOAD 45 1b5. WOCID J015T WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD 5UBFLOOK SEISM IC BLOCKING JOIST HANGER RIM BOARD HEADER DESIGN CATEGORY B GIRDERMEADER 15T.FLOOR TOP PLATES JACK STUDS i WOOD GIRDER WOOD JOIST I ST FLOOR WALL STUD WIND TYPICAL HEADER CONNECTION WIND SPEED 120 mrh J015T FRAMING OVER WOOD GIRDER J015T FRAMING FLUSH WITH GIRDERMEADER EXPOSURE CATEGORY 113 TYPICAL MULTI-STORY CONNECTIONS PROVIDE 1/2'SPACING BETWEEN THE END STUD p AND THE 2 OTHERSTUD5 4 r�'�P WALL STUD FOR ALLOWING CONNECT CORNER STUD ' BOTTOM PLATE HOLDDOWNd INSTALLATION TO TRANSFER SHEAR METAL HOLD- `„ SUB FLOOR FASTEN WITH(2)I6d DOWN STRAP DOUBLE J015T COMMON NAILS®6'O.C. 38-I6d SINKER NAIL5 AS PER 3-2'X4'WD STUD SIDEWMJ. � MANUFACTURER ��CORNERTYP. 4 I"' roI-rwr 2'X4'SILL PLATE WIND RESISTANT CONSTRUCTION CONNECTORS SHEAR WALL CORNER CONNECTION DOUBLE J015T FORNONBEARING WALLS RIM JOIST IYP. CONNECTION LOCATION: PART NUMBER: �� NOTES: ® 0�$ DBL.SILL PLATE RIDGE-TO-RAFTERS C520 21- APPLY TO EACH PAIR OF RAFTERS SILL GASKET I ST.FLOOR,WALL STIA (1)/4REBARIN ANCHOR BOLT SHEAR EBAR CONE-MIN. RAFTER-TO-WALL H7 I APPLY TO FACH RAFTER ..��.r ® TERMITE SHIELD APPLY TO EACH RAFTER I ST.FLOOR PLATE 12'LENGTH RAFTER-TO-PLATE H8 or H 2.5 DBL.SILL PLATES SLIBFLOOR 30'MIN. FOUNDATION (TO OVERLAP JOINTS) RIM BOARD REBAR LENGTH WALL TYP. PLATE-TO-WALL STUD C520 a 18' APPLY TO EACH WALL STUD O 1/2'MIN. r yrL A 2 L 1 tJ I FOUNDATION WALL DOUBLE SILL PLATE FROM CORNER 2ND.FLOOR WALL-TO-I ST.FLOOR WALL LFTiA or C520 12 36` APPLY TO EACH WALL STUD R r ( rL S ( b e r l J FOUNDATION WALL HEADER-TO-JACK STUD C520 R 12" APPLY TO EACH JACK STUD Z v R(C_t{M G ref D f_o METAL HOLD-DOWN/UPLIFT ANCHOR CRIPPLE STUD-TO-HEADER 113 APPLY TO EACH CRIPPLE STUD ` SILL PLATES TO FOUNDATION ANCHORING SHEAR WALL HOLDDOWN ANCHOR 55TB I G APPLY TO EACH 51DEWALL END I ST.FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS I5T.FLOOR TO FOUNDATION CONNECTIONS (USE WITH 3"SQUARE WASHERS) _ USE THE FOLLOWING OR APPROVED 51MP50N METALL CONNECTOPS FOR.FRGf'CR WIND RESISTANT CONSTRJ.JCTION. NOT TO SCALE FOLLOW MANUFACTURE'S RECOMENDED IN5TALLATI[AN I1,15TRUCDON5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.