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HomeMy WebLinkAbout38162-Zg11EF�(,f�p�y Town of Southold 5/7/2015 P.O. Box 1179 v' 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37544 Date: 5/7/2015 THIS CERTIFIES that the building BARN Location of Property: 780 Ole Jule Ln, Mattituck SCTM #: 473889 Sec/Block/Lot: 114.-12-13.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/27/2013 pursuant to which Building Permit No. 38162 dated 7/9/2013 -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 BARN WITH ATTACHED GREENHOUSE AS APPLIED FOR The certificate is issued to Young, Fred of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38162 02-02-2014 o r'/ed Signature 0 o��,co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE,SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38162 Date: 7/9/2013 Permission is hereby granted to: Young, Fred 200 Corey Creek Ln Southold. NY 11971 To: Construction of an accessory barn with attached greenhouse as applied for. Located in the front yard (waterfront property). At premises located at: 780 Ole Jule Ln, Mattituck SCTM # 473889 Sec/Block/Lot # 114.-12-13.6 Pursuant to application dated To expire on 1/9/2015. Fees: 6/27/2013 and approved by the Building Inspector. ACCESSORY $522.40 CO - ACCESSORY BUILDING $50.00 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: 3*0_0 Old or Pre-existing Building: Date. .5-1// (check one) Location of Property: 7bp y 2T_ J%u L z ,40 /,9477/i �lG I -r—, House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section/%" Block / �Z_ Lot /-3,4 Subdivision Filed Map. Lot: Permit No. .3 16 2,- Date of Permit. 719,113 Applicant: rD p chi Health Dept. Approval: (1114 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final .Certificate: .UD Fee Submitted: $ o_tcL, wI re r► i� 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 roper.richert(aD-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fred Young Address: 780 Ole Jule Lane City: Mattituck St: New York Zip: 11952 Building Permit #: 38162 Section: 114 Block: 12 Lot: 13.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 12 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 18 Twist Lock Exit Fixtures TVSS Other Equipment: Barn With Attached Green House, 1- Exhaust Fan, 2- Paddle Fans Notes: Inspector Signature: Date: April 29, 2015 Electrical 81 Compliance Form.xls (� 2,AIL �aq SOUIyo ol�cOUlm,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION IST [ ]ROUGH PLBG. ] FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) f DATE INSPECTOR I 31�1`1(02;� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTIO [ ] FOUNDATION 1ST [ ] ROUGH PLRG. []FOU ION 2ND [ ]INSULATION [ FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) /I REMARKS: DATE `� 3 1-3 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. _ 765-1802 INSPECTION- FOUNDATION IST [ ] R GH PLUMBING [ ]FOUNDATION 2ND [ NSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ] FlREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING NANO DATE 1315 c *Vjf SO 0 Mum TOWN- OF SOUTHOLD BUILDING DEPT.. 765-1802 -INSPECTION FOUNDATIONAST FOUINDATION-2ND FRAMING/ STRAPPING ]FIREPLACE& CHIMNEY FIRE RESISTMT CONSTRUCTION ELECTRICAL (ROUGH) ]CODE VIOLATION REMARKS: ROUGH PLUMBING INSULATION I�FINAL-- FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING LI) /43 DATE'- INSPECTOW��� owG TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE.& CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] ROUGH PLUMBING [ ]IN TION [ INAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION C ]ELECTRICAL (FINAL) [ ]CAULKING 1 10 DATE 1� INSPECTOR ` f TEL: FAX: South sets of areas, , shall b issues issuan( proper additic Buildii RegulE applic, State TOFSOUTHOLD )ING DEPARTMENT I HALL HOLD, NY 11971 631) 765-1802 .631) 765-9502 ddTown.NorthFo rk. net 20 20i3 red a/c PERMIT NO. �8I6Q 20�� Building I tsp BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Suryey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form ('nntaCt• M o: G7: Phone:—. APPLICATION FOR BUILDING PERMIT Date � , 20�_ INSTRUCTIONS9 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 )lans, 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 nd 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 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 Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the y have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an i 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 g Zone Ordinance of the Town of Southold,`Suffolk County, New York, and other applicable Laws, Ordinances or :ions, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The at agrees to comply with all applicable laws, ordinances, building code, housing code, and regutions, and to admit ped inspectors on premises and in building for necessary inspections. �1 0 applicant is owner, Namelof owner of premises ax(� ignature of plicant or name, if a corporation) ing address of engineer, general contractor, electrician, p�imber or builder kAh on the t; If app icant is a corporation .' ipature of duly author ed officer (Name and title of Builders License No. Plum ers License No. _ Electr cians License No. Other Trade's License No. orate officer) ttion of land on which rop( 7� se Number Street ty Tax Map No. 1000 ivision will be done: roll or latest deed) Hamlet Section / Block_ 1,A Lot /J. Filed Map No. Lot 2. State existing use and occupancy of premises and intepped use and occupancy of proposed construction: a. Existing use and occupancy lzyy b. Intended use and occupancy JJ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work � 4. Estimated Cost /00.0Q0 Fee (Description 5. If dwelling, number of dwellingunits Q (To be paid on filing this application) Number of dwelling units on each floor 0 If garage, number of cars to 2 Ill If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensio of existing structures, if any: Front 4i Rear Heigl Number of Stories / Depth "i E ..._. Dimensio of same structure with alterations or, additions: Front, w Depth Height Rear ht g Number of Stories F1 005�1_ Dimensions of entire new construction: FrontE 30 65- /V- ReamDepth�� f Height �_ o�n � 146 Number of Stories / %,,' � 9. Size of lot: Front 160 Rear_ & Depth 6 ( j 10. Date of Purchase_ A -y 20 ! A Name of Former Owner 11. Zone or use district in which premises are situated .J 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 14. Names of Owner of premises CJ/JC-,– Address rTvCi� Phone No. Name of Architect ---a ; Address Phone No Name of Contractor Address Phone No. ���tG� �5P �W arc P�zc3Gf�Tr=(�fc ✓. 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. PERMITSMAY 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. NO IT 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. —Ilo STATE OF NEW YORK) SS: COUNTY OF&Mp, R_�T-1 being duly sworn, deposes and says thatshe is the a licant ame of ' dividpal signing contract) above named, () pp (S)He is the Officer, etc.) of said owner or owners, and is duly authoriz'� perform or have performed the said work and to make and file this ap] 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. Sw�om� to �before me t 's —�_ day of 20 i Notary Public CONNIE D. BUNCH Notary Public, State of Now York No. 01 BU6185050 Qualified in Suffolk County Commission Expires Apd! 14, 2_Oj (4 Si ature of Applicant on; °9 Town of Southold - Chapter 236 -- Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFO TION: (All Requested Information is Required for a Complete Application) APPU ANT NAME: Owner Agenq'Consultant -Contractor or Other (Circle One) : Of Different than Applicant) \ Jt •v dr n�/(j v ` / Address, le- 'Ji"k 4f', f- tFrZkU Telephone �� Fax # / ��/ Fax #: E-Mag1- i_ 1 .� r ��i D NLWE orJT,T �"0VAf ✓-2000 L(. 00,0©i" Property Address: -18D (ice D I eJ u l e � Brief Description of Construction Activity, Proposed Structural BMPs, SoilS.C.T.M. #: t 000 StabaUzation BMPs, Project Scope and/or Sequence of Construction Activity OlstriG Setlion 816ek Lo! I (Provide Additional Pages as Needed) -_----t�� ___ _ /---_-- --------- _ ? Y �_ _-V JQr__�-_-----_- _Y1 _ . --_------_--- ilX� � �✓� �� �-------- ------- ..------------------.._---------_--..__...— Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: b() IU Address: S D v ,ems v 7elephanelokf- # Fax# E-Mail: Nams ofarsons Responsible for nstailation & Malntenance of Erosion Control Practice: VCJ7��V �Y1; -------------------------------------------- -------------------------------------------- --------------------------------------------- -------------------------------------------- -------------------------------------------- Address: C� ®Gv'li -Telephone M. Fax #: E-Mail: Total Area of All �at0�7 Total Area of Land Clearing O wi - n O �t 7� I Project Parcels: andlorGroundDisturbance: -------------------------------------------- -------------------------_---_-------_—_--- (S.F./A.-)(S.F. /Asea) (SF./A.-) -.--._,----------------------------.--------.---- ___.__ _ ._ __ ____ _ _.. .. -�_-__ --__-__ .. Project Duration: StartEnd (Anticipated) .4 MA � Date: 3 Z Date: ( L® I (Num Ear or Calendar pays) ------------------------------------------ Will this Project Disturbs five (5) or More Acres at EST Any One Time During the Proposed Development? Yes No ---------------------------------------------- --------------- ------------------------------- If YES- Please Answer theFollowingl a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site List the NAMES or description of•• all Poten ' Ily lmpacfed Waterbod[as and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No _--aYl-fir �_------_ c. Does the SWPPP Adequately Identify AN Temporary = Q �__-__, and/or Permanent Soil Stabalization Measures ? Yes No ------------------------------------ d. Does the SWPPP Adequately Identify a Complete = = .._-•-•••_-._._._.-_.--......-.-.-.-.----- _-.---------- ----------- Project Phasing Plan ? Yes No e. Does the SWPPP Indicate Additional Site Specific Status of Impacted Waterbody: (eq. TMDL, 303(d) Listed, Impaired-) Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review = Q Type of Impacted Waterbody: (eq. Lake, Creek, Bay, Pond, sound, Freshwaterwedand-) by the Town of Southold ? Yes No STATE. OF NEW YORK,II Notary Public, State of New York COUNTY OF SS No. 01 SU6155050 ........ .�.�.11 ........... Quailfied in Suffolk County That I, .....i.. l �.!I ............................. being duly sworn, deposes a{ ttF§�j�'�f£iaEiji6lli�pplic�U fuer Permit (N me'of IndFridual iii Document - Andthat he/she is the ............................. ... .. .... .... ................................................................ (Owner, Contractor, Agent, Corporate Officer, etc.) 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. Swom to before me this; ................ `r��............ day of ............. :................. , 201 Notary Public:.....:.. Signature of AppScant) SWPPP Assessment FORM: 03-12 `-/ UFor°g"`' AUwe �•� T.O.S. "SWPPP" Preparation - Chapter 236 Water Pollution Prevention Plan Review Checklist Checklist # 1 Department Use Only S.C.T.M. #: Property Address: p,°amu Sectlon Black L„ REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS:i (Does the SWPPP Adequately Provide for and/or Indicate the Following:), i i i YE7' NO , N.A. , Explanation for NO or N.A. r , , Plan Sheet (pg.;N) 1. Drainage Calculations & Stermwater BMPs Designed to contain a Two Inch Rainfall On-site.1 2. Construction PhasingPlan indicatin Se Proposed ; ; - _. _...... _.._ ._ ._ __ , _ _................_... _. _.._ ................._... __ _. _. _.._ ._ ._...._ .. _. _ _ __ _. _. uence of Construction General � Q Q r I U, ..3..Location _Map,. ••_ 4._ Draiange Site Plan Drawn to Scale at Sii .(fi0')feet to the Inch or larger lndicating the Following: -966rip, a Boundaries __Location and_Descriptio1 a b. SlteAcreage;_.____._.-•----- ._._._____---_._...._._._____.__._-.__...._._._.__..__._....._, - c,_ All Existing, Natural and/or Man Made Features on and within 50' of the Property B rte, ..... ... ... -._._____,._..._... ___....--.-.---_.._._._._. _..._.__._._._........._.._._._...._.._ F_ D4F d. Test Hole Data Indicating Soil Characteristics &Depth io Seasonal High Water Table; 1 OI 1 0[_ e. Contours IndicatingPro a Elevations Mln 2 ` ' '�' ` - Spot Grade &Finish Floor Elevations for Existing and Proposed Structures; � � � 01 r- •- -- -• "' "' •"'-' "' "'" '-"- "- " g. Location of 1NoadedAreas i&itW gees with a M'iriimum Di'mens#ono#`1 t3° Diameter; 01 1 moil �oriseriatfon blstriix Soif �•urvey. 5. Background Information about the Scope of the Project, Location & Description of the Changes to the Site and Ali Existing Development , 1 1 1 0 _Proposed on the site Including the Foliowing._ 3 r . ...._?.. _AII_Irnpro_yer0@rtta j,�ludjng J9taI•,4r�a_pf l�.Rd_�I�.?4.rb�nc� .$�Tgta! $!tQ hep _ __ _. _.... _ ._ __ ..: ; �; lam;-_ . _. _. _ ._ . ._ ._ b. AII Excavation, Filling, Stripping & Grading Proposed and Identified as to depth, Volume •8,_Nature ofMaterials Involved: ____._____.._........_._._._.__._.__________._._......_.._._...__.1 __ _, _ - - -- - - .. _..... _ ._ -. ---. _. _ .._ ___. _. _....... - -_ rD=� � _-. _ _ _ __ _ •_._c_ All Areas Requiring Clearing and/or Grubbfng�•_.__ d. All Areas Where Topsoil is to be Removed, Stockpiled and where Topsoil will ultimately be elaced; _ e. All Temporary &Permanent Vegetation to be Placed on Site; I O l r _ f. A!1 Temporary&Permanent Storm Water Runoff BMP Control Measures --- -•----•-•-•- -•-------•-- g. The Anticipated Pattern of Surface Drainage During.Periods of Peak Runoff; � ! ' r " •" --- - - --- ..._........ _ ---._.......... -- h. The Location of alu Roads, Driveways, Sidewalks, Patios, Structures, Utilities & Other __-- improvements, _._..f._fiezisfiri"'Eiria1'Coniou�sanaorS-offevationsof`iiia`site.___._._....___.._..____.._.__., Inclu (ng'femporaryECccess &Constriction Staging Areas;17-1 1 r,__._._..___.__.,...................______..--.-•--.._............._........._._._---._._.._._..........--•-----.... 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion, Sedimentation & Stormwater Runoff Control Measures. 1 1 1 I 7. Description of Pollution Prevention Measures that will belmplemented; ^ 8. A Description of the Minimum Erosion & Sediment Control Practices to be Installed and/orQ � �+ --__Lm trRgr ted for Each Construction Activity thatw_ill result in Soil Disturbance. i ; i s 9. Description of Construction & Waste materials ExpectedtobeStoredOnSite._......_,.__._....___.____._ 10. Temporary & Permanent Soil Stabilization Plan that meets the Current Version of the „,,, ,-. •- ., _, _• _ _ _,_ _ _•_,_ _ _ r i -------- ........ _. _ _. _ .._.__.......___. New York State Storm Water Design Manual Technical Standard. ----------------- al Slte Plan and Construction Drawings for the Project____________.___. ' rQl s 11. Gener-------------- 12. Dimension_s,MaterialSQeckec!Lons&Installation Details for Al Erosion&Sediment Control Practices. 13. Tem -ora Practices that be Converted to 10r0' --------"--'- will Pemranent control Measures. ......".. Q—____..__....__.,._.,._.,_......--•—_..-----_,..._•-------•--------__."_..._.... .... 14._ImplementationScheduleforStagin Temporary Erosion Control Practice orBMP. _.1 1 r L_._....._._.... ._...___._-----_.._ 15. Maintenance Schedule to Ensure C'ontlnuous & Effective Operation of Erosion & 41 t I 0 r Sediment Control Practices. 16. Names of Potential Surface Waters of the State of New York and/or Vd4 that may be , 1 1 Im acted by Development. 1 1= 101 ----------------------------------_._____.___----__.__......_—_______a 17. Delineation of Storm Water Control Pian Imelementatlon Res�ansibilities for Fachpart of the „..__.__..___._.__._._........_.__---.,.,_.___,____._......._.._.____."_._......_.._.... ___-•,0101 Pro act Construction Site. 18. All other Existln Data that Describes Storm Water Runoff and/or Natural 19. Identification of All Contractor(s)/Sub-Contractor(s) Responsible for Installing, Constructing, I------_-_-..._."......_.......__.___.__.___,.",..._..._._._....-----._____.."..._.._...___._ i Repairing, Replacing, Inspecting Maintaining the Erosion 1'-----n�.-/'-�- and & Sediment Control Practices. ,0!0 vavau■ rxarava aaaaaalraailc,mvaat t►vntror rlanl yrlecidist u 7 : 04A2 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roger.richert'o`wn sou5if�io9.ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. l �/ o c,.c�C Dafe: Company Name: '0W,), k Fk_ ILicense No.: No.. JOBSITE (NFORMATION: (*Indicates required information) *Name: *'Address: 7F� o *Cross Street: *Phone No.: Permit No.: Tax -Map District: 6/6 6-78 0 73,E - .3R/�2, 4000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: *Do -you need a Temp Certificate: YE / NO. Rough In YES / NO Fina Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 15 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Al9 Q 82=Request for Inspection Form �'' C7(' Alo 7v,)g— 6 , � -77/5- Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 May 5, 2015 Fred Young 780 Ole Jule Lane Mattituck NY 11952 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) 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. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38162 — Accessory Barn i .. � � �' ® .� l S64011,50,iff LAND 1,10W Op FORMERLY OF kDONALD FELLEP\ 'PATRI"A FCLLER, 0 -Z� 0 G I 5.7G, L... ... 0 (1) 6' DIA. X 3'6" A. D. D Y01 �/ELL 11 STORY FRAME G/H 805' N81 HOUSE BARN .,GARAGE 11 5 T A KE ,BELOW. BASED ON LAND SURVEY Of PROPERTY NO W Op\ FORMERLY 0,- N83040'401[tiv TAKtE SITUATE. MATTITUCr\ 3G3. 7(5, 5810 .41AONNII Jo�ll'q l\'C4VAL5r\I * LINDA F. r 150. TOWN Of SOUTHOLD Ot,/AL5t\ -- i�� 125-09 00 SUFFOLK COUNTY, NY SUFFOLK TAV4 DRAINAGE CALCULATIONS 1000-1 14-12-13.G FOR: FRED YOUNG BY JOHN C. EHLERS LAND SURVEYOR SURVEYED 04/23/2012 REV. 05/1 1 /201 2 AREA = 71,795 SF OR 1.G5 ACRES 5 ITE PLAN SCALE: 1 "=50-0" IT IS A VIM-ATION OF THE I—AJFOR ANY PERSON, UNLESS AC 7, INN UNDER THE DIRECTMI'l OF A LICENSED AR -L-1 TO A! -TER ANY ON a HIS DRAINING IN Ap-,"`� ANYP-JMORIZED i IR , D 1,2.41,CCORDANCE GREENHOUSE: 320 Sf x 0. 17 X I =55 Cf PROVIDE (1) G' DIA x 3'G" D DRYWELL (75.2 Cf) BARN 574 5f x 0. 17 x 1 =98 Cf PROVIDE (1) G' DIA x 4'G" D DKYWELL ( 100,5Cf) f RED YOUNG 04/2"102f013 `011 I'AIRWEATHER Df51GN A550CIATE:1-5, INC. JUN 2 7 2013 205 DAY AVENUE GRE-ENPORT, N.Y. 1 1544 - G31-477-9752 (fax) G3 1-4*77-0073 I 2 3 4 5 6 7 8 9 10 I I 12 584° 1 1'5011ELAND NOW OR FORMERLY OF X N DONALD FELLER PATRICA FELLER o l W tQ o/z E sr 6 19_76_ O O OS ONE DRIVEWAY O LO O I STORY I FRAME G/H I N5/'O/'20,,W - / / HOU5E 13 _ _ / / BARN GARAGE I p --�•__•-- // BELOW. STAKE N IN BASED ON LA -- 1_ __ SURVEY OF PROPERTY JO ND NOW OR FORMERLY OF 3 - --/� �•- „W N83.40'40"W STAKE O TOWN OF 5 UTHOLD NN KOWA�K/ LINDA F• KOW 69 78' zo jo SETS 58 t' j 4'AO 1 SET 125.00' 50.00' SUFFOLK COUNTY, NY ALSKI �_ / N SUFFOLK COUNTY TAX# (0' 1000-1 14-12-13.G FOR: FRED YOUNG 5Y JOHN C. EHLER5 LAND 5URVEYOR 5UKVEYED 0412312012 REV. 05/1 112012 AREA = 71,795 5F OR I .G5 ACRES SITE PLAN SCALE: 1 "=50'-O" 0. TJI r 10" N 24'-0" i q DETAIL A 1 I� LEDGE 6 I 1010"1, IMI 24'-O" FOUNDATION I A� PLAN 24'-0" - - - - - - - - - - - - - i I I O BACK FILL AND COMPACT EARTH. -----------------JI SEE ELEVATIONS FOR FOUNDATION AND FOOTING DEPTH. DRY STACKED RETAINING WALL. 24'-0" Lu z Q J J OI O O m 13 14 15 24'-0" APPROVED AS NOTED DATE: I B. P. #� FEE:?�c�© BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMINIG & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. CC' ";'SLY %Fr ' H ALL CODES OF N' -W' STATE & TOWN CODES AS RE;.".-r;cD Al _ F �...�.... _ .- . _ 5,,, •- , _.,�, , ,, , � . , } „ ., �,. ,,,. ACRD .. �� '� .� �•�^,,e•' i T I' TCC F --'l CTE' 11CI- OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. r FLOOR PLAN r2� SCALE: 114"= P-0" EQ EQ ED I -Aly l FOR ANY PERSON, UNLESS ACTINO UNDER THE 2 i�— 3 + \- �CONC.I UP ARCHITECT, TO ALTER ANY I ITEC": ON THIS DRAWING IN FOOTING ALTERATION MUST BE — NOTED, SEALED, AND FLUSH GIRDER o� � fLn WITH THE LAW. No g IX m 3-z' I I ICROLLAM LVL— — I j� II II I I L_J\\ L- 12R@g' \ T= 12" \ HANDRAIL PLATFORM AT 4'7H. REINFORCED CONC. SLAB. GREENHOUSE I , LEVEL. DATUM ELEVATION -8.0' E EQ F+7 F IMI 24'-O" FOUNDATION I A� PLAN 24'-0" - - - - - - - - - - - - - i I I O BACK FILL AND COMPACT EARTH. -----------------JI SEE ELEVATIONS FOR FOUNDATION AND FOOTING DEPTH. DRY STACKED RETAINING WALL. 24'-0" Lu z Q J J OI O O m 13 14 15 24'-0" APPROVED AS NOTED DATE: I B. P. #� FEE:?�c�© BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMINIG & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. CC' ";'SLY %Fr ' H ALL CODES OF N' -W' STATE & TOWN CODES AS RE;.".-r;cD Al _ F �...�.... _ .- . _ 5,,, •- , _.,�, , ,, , � . , } „ ., �,. ,,,. ACRD .. �� '� .� �•�^,,e•' i T I' TCC F --'l CTE' 11CI- OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. r FLOOR PLAN r2� SCALE: 114"= P-0" FLUSH GIRDER+ 3-z x I II -a MI NUL . LVLT — ED I -Aly l FOR ANY PERSON, UNLESS ACTINO UNDER THE 2 L Qa ARCHITECT, TO ALTER ANY 4 ' ITEC": ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED, SEALED, AND DESCRIBED IN ACCORDANCE fLn WITH THE LAW. No g IX I I o - LEDGE IMI 24'-O" FOUNDATION I A� PLAN 24'-0" - - - - - - - - - - - - - i I I O BACK FILL AND COMPACT EARTH. -----------------JI SEE ELEVATIONS FOR FOUNDATION AND FOOTING DEPTH. DRY STACKED RETAINING WALL. 24'-0" Lu z Q J J OI O O m 13 14 15 24'-0" APPROVED AS NOTED DATE: I B. P. #� FEE:?�c�© BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMINIG & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. CC' ";'SLY %Fr ' H ALL CODES OF N' -W' STATE & TOWN CODES AS RE;.".-r;cD Al _ F �...�.... _ .- . _ 5,,, •- , _.,�, , ,, , � . , } „ ., �,. ,,,. ACRD .. �� '� .� �•�^,,e•' i T I' TCC F --'l CTE' 11CI- OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. r FLOOR PLAN r2� SCALE: 114"= P-0" ISSUES /REVISIONS 17 DFr—i66, owl A Fmk POPi PON omk • W 20 p, rpk r JUNE 10, 2013 ©2013 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF /N THE ARCHITECT. INFRINGEMENTS WILL PA BE PROSECUTED. 1^ j ^Z I^�1 :r ISI CLIENT / OWNER r FRED YOUNG RESIDENCE OLEJULE LANE :•� MATTITUCK, N.Y. MOO M MalM I�1 r PROJECT TITLE r:. NEW CONSTRUCTION BARN / GREENHOUSE t Pon DRAWING TITLE ISI 51TE PLAN, J, FOUNDATION PLAN GROUND FLOOR PLAN ELECTRICAL PLANS owl PRINT DATE SCALE W, AS NOTED 1^ SSUE Ao JUNE 10, 2013 Io DRAWING NO. 00 �I * Ao � M••I y0� REF. NO. K J H G F E Lp [t rol w SCALE: 114"= I'-0" A I IT IS A VIOLATION OF THE ED I -Aly l FOR ANY PERSON, UNLESS ACTINO UNDER THE 2 DIRECTIOM OF A LICENSED Qa ARCHITECT, TO ALTER ANY 4 ' ITEC": ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED, SEALED, AND DESCRIBED IN ACCORDANCE WITH THE LAW. ISSUES /REVISIONS 17 DFr—i66, owl A Fmk POPi PON omk • W 20 p, rpk r JUNE 10, 2013 ©2013 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF /N THE ARCHITECT. INFRINGEMENTS WILL PA BE PROSECUTED. 1^ j ^Z I^�1 :r ISI CLIENT / OWNER r FRED YOUNG RESIDENCE OLEJULE LANE :•� MATTITUCK, N.Y. MOO M MalM I�1 r PROJECT TITLE r:. NEW CONSTRUCTION BARN / GREENHOUSE t Pon DRAWING TITLE ISI 51TE PLAN, J, FOUNDATION PLAN GROUND FLOOR PLAN ELECTRICAL PLANS owl PRINT DATE SCALE W, AS NOTED 1^ SSUE Ao JUNE 10, 2013 Io DRAWING NO. 00 �I * Ao � M••I y0� REF. NO. K J H G F E Lp [t rol w 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES / REVISIONS ^4 10% t` r1v BARN GREENHOUSE I I 12 ~ 40 YR. DIMENSIONAL ASPHALT SHINGLES OVER 8 pmoo 30,b. BUILDING PAPER AND 4" CDX PLYWOOD SHEATHING. SOLAR PANELS • in ✓�1 FLOOR LEVEL FLOOR LEVEL POP "x 10" ROUGH SAWN CEDAR VERTICAL BOARD t BATTEN OVER 301b. BUILDING PAPER ON j" CDX PLYWOOD SHEATHING. P-0 O l4w FLOOR LEVEL v FLOOR LEVEL 0"FLOOR LEVEL DATUM EL. 0.0' GRADE JUNE 10, 2013 • 3'5" GREENHOUSE FLOOR LEVEL C2013 NORTHELEVATION I RETAINING WALL. ✓ ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF BASEMENT LEVEL SCALE: 1/4"=1'-0" A GG, EAST ELEVATION j/M SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL SCALE: 1/4"= 1'-0" A I BE PROSECUTED. Adak r �j • �I :.I rr 50LAK PANEL ARRPY 12 (3 5 TOTAL) 5F— 8� SOLAR PANELS r CLIENT / OWNER i r ,•. I N 10" ROUGH SAWN Ao FRED YOUNG OLA PA E L (5) TOTAL FLOOR LEVEL FLOOR LEVEL VERTICAL BOARD t BATTEN R ""I ,PA RESIDENCE OVER 301b. BUILDING PAPER 12 ON OLEJULE LANE 2" CDX PLYWOOD SHEATHING. I "xG" AZEK MATTITUCK, N.Y. FASCIA AND TRIM GL A55 GRE NH U5 12" SIDING I~ M ANDERSEN am WOODRIGHT r WINDOWS. GLASS ` PROJECT TITLE L • GREEN HOL SE `' — BY OWNER. 1.,.,1 NEW CONSTRUCTION FLOOR LEVEL FLOOR LEVEL DATUM EL. 0.0' O 1 01 a, BARN / GREENHOUSE I I o GREENHOUSEIII DRY STACK ~ I I I I I GREENHOUSE � DRAWING TITLE RETAINING I FLOOR LEVEL _Il I — — — — l— —� G'-0" W. DOORS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ y� I FLOOR LEVEL O WALL BY O OTHERS. I I I / DATUM EL. -4.0' GROUND FLOOR SOUTH ELEVATION � � I - I I I � �` SECOND FLOOR SCALE: 1/4"= 1'-0" A II I I BASEMENT BASEMENT _ __ _ _ _ _ _ _ _ _ _ LEVEL LEVEL 1 - DATUM ELEV. -8.0' i I I I I rA o I lowPRINT DATE SCALE N I I I �o I I f 1/4" LJ �, - -J -'�- -'� k I55UE Ao JUNE 10, 2013 WEST ELEVATION ,�•w DRAWING NO. ED agcy IT IS A VIOLATION OF THE �N ai SCALE: 1/4"= 1'-0" A I LAi�dFO►Z- ANY PERSON, 1.8q UNLESS ACTING UNDER THE It DIRECTION OF A LICENSED - 9 ARCHITECT, TO ALTER ANY * r ITEEN! ON THIS DRAWING IN ANYWAY ANY A-THORIZED M••�I ALTERATION M&U T BEE" I� CTED, SEALED, AND 4E SOP DESCRMED IN ACCORDANCE '.y REF. NO. WITH THE LAW. 0813 K J N G F E D C B A 2 3 4 5 6 7 8 9 10 I I 12 2"xG" STUDS NUMBER OF NAILS @ I G"O.C., i" CDX ROOF FRAMING PLY SHEATHING. (PER FIG. R301.2 (4) RCNY5) 2"xG" CCA PLATE ANCHORED 3 PER RAFTER WITH 18" BOLTS (2 PER SILL G N MIN) OVER ALUMINUM CEILING J015T TO PARALLEL RAFTER (FACE -NAILED) TERMITE BARRIER AND EACH LAP SILL SEALER. 3 EACH LAP (V 8" CONCRETE BLOCK 1 FOUNDATION WALLS 2-8d WITH #5 RE -BAR PLATFORM @24" O.0 VERTICAL I WATER PROOFED j WITH 'BLACK MAGIC" E GMIL. i POLYETHALENE (TYP). f 4" CDX PLYWOOD SOLAR PANELS 40 YR. DIMENSIONAL ASPHALT SHINGLES OVER 301b. BUILDING PAPER AND 4" CDX 2"x 1211 eqPLYWOOD SHEATHING. 12 N ��\ 1 1-7/8" TJI 5GO @ I G"O.C. 15R@8" T= 12" BARN (UNFINISHED) 3 2"x I I a" MICROLLAM LVL FLUSH GIRDER co 1 1-7/8" TJI 5GO @ I G" O.C. 1 G" 3-Z"x I I -a" MICROLLAM LVL FLUSH GIRDER NUMBER OF NAILS NAIL SPACING ROOF FRAMING 3-z"x MIC (PER FIG. R301.2 (4) RCNY5) RAFTER TO TOP PLATE (TOE -NAILED) 3 PER RAFTER _I i 1-7" OLLAM LVL N PER JOIST CEILING J015T TO PARALLEL RAFTER (FACE -NAILED) 3 EACH LAP CEILING JOIST LAPS OVER PARTITION ((FACE -NAILED) 3 EACH LAP (V 2 PER TIE BLOCKING TO RAFTER (TOE -NAILED) 2-8d EACH END PLATFORM 2-1 Gd EACH END DO RS N ATTICS WITH LIMITED STORAGE TOP PLATE TO TOP PLATE (FACE -NAILED) 2-1 Gd PER FOOT TOP PLATES AT INTERSECTIONS (FACE -NAILED) 4-1 Gd J015T EA.51DE STUD TO STUD (FACE -NAILED) t; 24"O.C. HEADER TO HEADER (FACE -NAILED) I Gd I G"O.C.ALONG EDGES BASEMENT 2- I Gd,3-1 Gd,4-1 Gd PER 2x4, 2xG, 2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST OR BLOCKING (FACE -NAILED) 2-1 Gd 2R@8" FLOOR FRAMING J015T TO SILL, TOP PLATE TO GIRDER (TOE -NAILED) 4-8d PER JOIST BRIDGING TO JOIST (TOE -NAILED) 2-8d T= 12" BLOCKING TO JOIST (TOE -NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE (FACE -NAILED) 3-1 Gd EACH BLOCK LEDGE STRIP TO BEAM (FACE -NAILED) 3-1 Gd EACH JOIST J015T ON LEDGE TO BEAM (TOE -NAILED) 3-8d PER J015T BAND JOIST TO J015T (END -NAILED) 3-1 Gd PER J015T BAND J015T TO SILL OR TOP PLATE (TOE -NAILED) 3' -0"x3' -0"X I'-C"D CONC. FOOTING SECTION AA SCALE: 1/4"= 1'-0" RESIDENTIAL GENERAL NOTES MI5C. GENERAL NOTES I . THIS PROJECT IS CONSTRUCTION OF AN ACCESSORY STRUCTURE AN EXISTING FAMILY RESIDENCE, CLASSIFIED AS R-3. 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE IS 1 G'-1 ". THE FLOOR AREA 15 97G.3 5Q.FT. FOR THE FIRST FLOOR. 3. THE TYPE OF CONSTRUCTION IS TYPE V (B). 4. ALL WORK SHALL CONFORM TO THE REQUIREMENT5 OF THE 2010 RESIDENTIAL CODE OF N.Y.S. AND THE AF t PA WOOD FRAME CONSTRUCTION MANUAL 1995 515CHIGH WIND EDITION 5. DE51GN LOAD CALCULATION ARE BASED ON: LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. DEAD LOAD: CALCULATED AS PER R301.3 AS PER RCNY5. SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS PER FIG. 8301.2(5) RCNY5. SEISMIC DESIGN CATAGORY B. WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. LOCATION LIVE DEAD DEFLECT LIMIT 15t FI. 40 LB 12 U3GO 2nd FI. (SLEEP AREA) 30 LB. 12 U3GO ATTIC (NON STORGE) 20 LB. 10 L/3G0 ROOF 20 LB. GROUND SNOW 15 LB. U3GO G. THE ARCHITECT A55UME5 NO RE51`0515ILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. 7, CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. 8. CONTRACTOR(S) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT 5HOWN,LISTED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO COMPLETE THE WORK. 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF OCCUPANCY. DEMOLITION I . CONTRACTOR SHALL DEMOLISH EXISTING SHED AS NECESSARY, AND REMOVE DEBRIS. 2. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY. FOUNDATIONS I . ASSUMED SOIL BEARING CAPACITY. 1,500 Ib./5q.Ft. 2. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 psi. - 28 DAY TEST. 3. ALL FOOTINGS TO REST ON 12" BELOW VIRGIN, UNDISTURBED SOIL. 4. CONC.BLOCK FOUNDATION WALLS SHALL BE REINFORCED HORIZONTALLY AND VERTICALLY AND ALL CELLS SHALL BE FILLED ITH CONCRETTE. + FLOOR LEVEL 0 O FLOOR LEVEL DATUM EL. 0.( 10 � 0 GREENHOUSE 1 FLOOR LEVEL DATUM EL. -4 I I _ I O T DATUM EL. -8.0' J TOP OF SLAB 8"x I G" CONCRETE FOOTINGS 4"TH. REINFORCED CONC. SLAB. WITH (2) N5 CONTINUOUS RE -BARS (TYP). GENERAL CONSTRUCTION 1 . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 3. INTERIOR TRIM SHALL MATCH EXISTING. 4. FRAMING ELEMENTS: A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR - LARCH STRUCTURAL GRADE NO.2 OR BETTER. B ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNESS AS INDICATED. C ALL SUB FLOORING TO BE APA RATED 5TURD- I -FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. D ALL HEADERS G'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MIN. OF (2)2"x8" OR AS SHOWN ON DRAWING. E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0" O.C. MIN.. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOF. F DOUBLF FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) OR AS NOTED ON DRAWINGS. G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. I NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2"xG" STUDS SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4" O.C. EXTERIOR EDGES AND Gd NAILS @ 12" O.C. INTERMEDIATE. K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "51MP50N" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW -E GLASS, WITH ARGON GAS. G. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN ACCORDANCE WITH TABLE I GO9. 1 .4 BLDG. CODE OF NEW YORK STATE. 7. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 8. CONNECTIONS 5HALL BE BUILT IN ACCORDANCE WITH AN51 /AF /E PA WCFM-1995. (SEE NAILING SCHEDULE) 9. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED MEMBRANE. 10. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. 1 1. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP FLASHING AND COUNTER- AND CAP- FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY, AND ROOF AND WALLS. NAILING SCHEDULE (PER AF E PA AMERICAN WOOD COUNCIL WFCM FOR ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ROOF FRAMING 120 MPH (PER FIG. R301.2 (4) RCNY5) RAFTER TO TOP PLATE (TOE -NAILED) 3 PER RAFTER CEILING JOIST TO TOP PLATE (TOE -NAILED) 3 PER JOIST CEILING J015T TO PARALLEL RAFTER (FACE -NAILED) 3 EACH LAP CEILING JOIST LAPS OVER PARTITION ((FACE -NAILED) 3 EACH LAP COLLAR TIE TO RAFTER (FACE -NAILED) 2 PER TIE BLOCKING TO RAFTER (TOE -NAILED) 2-8d EACH END RIM BOARD TO RAFTER (END -NAILED) 2-1 Gd EACH END WALL FRAMING (PER TABLE 301.5 RCNYS) ATTICS WITH LIMITED STORAGE TOP PLATE TO TOP PLATE (FACE -NAILED) 2-1 Gd PER FOOT TOP PLATES AT INTERSECTIONS (FACE -NAILED) 4-1 Gd J015T EA.51DE STUD TO STUD (FACE -NAILED) 2- I Gd 24"O.C. HEADER TO HEADER (FACE -NAILED) I Gd I G"O.C.ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END -NAILED) 2- I Gd,3-1 Gd,4-1 Gd PER 2x4, 2xG, 2x8 RESPECTIVELY BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST OR BLOCKING (FACE -NAILED) 2-1 Gd PER FOOT FLOOR FRAMING J015T TO SILL, TOP PLATE TO GIRDER (TOE -NAILED) 4-8d PER JOIST BRIDGING TO JOIST (TOE -NAILED) 2-8d EACH END BLOCKING TO JOIST (TOE -NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE (FACE -NAILED) 3-1 Gd EACH BLOCK LEDGE STRIP TO BEAM (FACE -NAILED) 3-1 Gd EACH JOIST J015T ON LEDGE TO BEAM (TOE -NAILED) 3-8d PER J015T BAND JOIST TO J015T (END -NAILED) 3-1 Gd PER J015T BAND J015T TO SILL OR TOP PLATE (TOE -NAILED) 2-1 Gd PER FOOT ROOF SHEATHING STRUCURAL PANELS 8d (TABLE 3.8) DIAGONAL BOARD SHEATHING 1"xG" OR I "x8" 2-8d PER SUPPORT I "x 10" OR WIDER 3-8d PER SUPPORT CEILING SHEATHING GYPSUM WALLBOARD 5d coolers 7"EDGE / 10" FIELD WALL SHEATHING 5TRUCURAL PANEL 5D (TABLE 3.9) FIBERBOARD PANELS 7/1 G" GD 3"EDGE / G" FIELD 25/32" 8D 3"EDGE / G" FIELD GYPSUM WALLBOARD 5d coolers 7"EDGE / 10" FIELD HARDBOARD 8d (TABLE 3.9) PARTICALBOARD PANELS Sd (TABLE 3.9) DIAGONAL BOARD SHEATHING 1 NO' OR I "x8" 2-8d PER SUPPORT I "x 10" OR WIDER 3-8d PER SUPPORT FLOOR SHEATHING STRUCURAL PANELS 1 " OR LE55 8d G" EDGE / 12" FIELD GREATER THAN Ill I Oct G"EDGE / G" FIELD DIAGONAL BOARD SHEATHING I NG" OR 1 "x8" 2-8d PER SUPPORT I N 10" OR WIDER 3-8d PER SUPPORT ELECTRICAL I . FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION EQUIPMENT, CONNECTIONS TO APPLIANCES, GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND ELECTRICAL DISTRIBUTION SYSTEMS. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 ELECTRICAL CODE OF NEW YORK STATE, THE NATIONAL ELECTRICAL CODE, NFPA NO, 70-1984 (NEC), LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND HEALTH CAT (OSHA), THE NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION (NEMA) AND ANY OTHER APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE MORE STRINGENT REQUIREMENTS WILL APPLY. 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. 5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. CLIMATIC AND GEOGRAPHIC CRITERIA GROUND SNOW LOAD 20 PSF (PER FIG. R301.2 (5) RCNY5) WIND SPEED 120 MPH (PER FIG. R301.2 (4) RCNY5) SEISMIC DESIGN CATAGORY B (PER SECT. P,301.2(2) RCNYS) WINTER DE51GN TEMP i I'F (PER TABLE N 1 101 .2) FLOOD ZONE N/A (PER FEMA MAP) FROST LINE DEPTH 3G" WEATHERING PROBABILITY SEVERE (PER FIG. 8301 .2(3)RCNY5) DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301.5 RCNYS) SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNYS) ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNYS) ATTICS WITHOUT STORAGE 10 P51 STAIRS 40 PSI (PER TABLE 301.5 RCNYS) 1/2" SPACING ALLOWS HOLDDOWN I TIOP ENDN 0 J 0 CORNER HOLDDOWN AS NEEDED 1/2"= 1'-0" 13 14 )RNER STUD )NNECTED TO AN5FER SHEAR I Gd COMMON 01_5@00.C. RIDGE TENSION STRAP 'ZZRIDGE RDJ OPED SEAT J015T HANGER. WOOD BEAM RIDGE CROSS SECTION PER WFCM 515C TABLE 2.4 PROVIDING G EA. 8D COMMON NAILS IN EACH END OF 1-1/4" 20 GAGE STRAPS FOR 120 MPH FASTEST WIND SPEED. END VIEW 15 PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1 /4" x 20 GAGE STRAP FOR LATERAL / SHEAR CONNECTION AT RAFTER WALL CONNECTION (TABLE 3.38) WFCM-1995 FOR 120 MPH FASTEST WIND SPEED. PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4" x 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS (TABLE 3.3B) FOR 120 MPH FASTEST WIND SPEED. O I��S A VIOLATION OF THE Y FOR ANY PERSON, �N5 LESS ACTING UNDER THE Oe DIP.ECTION OF A LICENSED ARCHITECT, TO ALTER ANY CON N E C T I O ``" °, �� D-iTH I N�I E T A �Y �Y. ki,i1 AUTHOR Z D T . ATIC` a m1t1ST BE (NOTED, SEALED, AND � c DESCRIE�DiRACCORDANCE SCALE: Y4iTH TKL LA�tiI. FRED IR 1 6 ISSUES / REVISIONS All jA 17 v. 1 M • 10 v • r POW r_'4 pow �Iop • 1 r ►-"q ISI Ir�,1 wo r JUNE 10, 2013 • (02013 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF /!I THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. pm j^ 40,• r :0 r iy ISI hal r CLIENT / OWNER r POW Am po FRED YOUNG plo O&A RESIDENCE I•� O LEJ U LE LANE MATTITUCK, N.Y. .y 1m1 M N PROJECT TITLE • r NEW CONSTRUCTION BARN / GREENHOUSE pumf 60 DRAWING TITLE SECTION 4w GENERAL NOTES W CONNECTION DETAILS pip NAILING SCHEDULE I. CLIMATE � GEO. CRITERIA r 001 PRINT DATE SCALE f 1/4" = 1'-0" 155UE pmq � JUNE 10, 2013 in DRAWING NO. REF. NO. Aa$ K J h G F E Ir C 11