Loading...
HomeMy WebLinkAbout35538-ZTown of Southold Annex P.O. Box 1179 54375Main Road Southold, New Yorkl1971 3/28/2012 CERTIFICATE OF OCCUPANCY No: 35508 Date: 3/28/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 415 HUCKLEBERRY HILL RD EAST MARION, Sec/Block/Lot: 31.-16-2.2 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/21/2010 pursuant to which Building Permit No. 35538 dated 6/3/2010 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: alterations and addition, including outdoor shower stall, to an existing one family dwelling as applied for. The certificate is issued to Norman & APril Wenk II1 (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12/6/11 35538 1/20/12 Walter Marczewski, Jr FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERi, IT NO. 35538 Z Date JUNE 3, 2010 Permission is hereby granted to: NORMAN WENK 62 WELLINGTON ROAD GARDEN CITY,NY 11530 for : ADDITION & ALTERATION TO AN EXISTING DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 031 Block pursuant to application dated APRIL 21, 2010 Building Inspector to expire on DECEMBER 3, 415 HUCKLEBERRY HILL RD EAST MARION 0016 Lot No. 002.002 and approved by the 2011. Fee $ 266.40 ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF $OU~HOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy NOV' 2 9 20tl 8LOG. OEPT. TOWI~ OF SOLJTHOLD 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~urv¢y~fpropertywi~accuratei~cati~n~fa~bui~ding~property~inez~sh~e~ts~andunusua~natura~r togmgraphic features. 2. Final Approval from Health Dgpt. of water supply and ~ewerage-disposal (8-9 form}. 3, Approval ofelec, triea[ installation from Board 6fFire Underwriters. ' 4. 'Sw. orn statement from plumber certifying that the solder used.in system contains le~s tha~' 2/!0 of !% lead.. 5. Commeroial building, industrial building, multiple reaidenoea and similar buildings and installations, a certificate of Code Complianee'from arohiteet 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} Uon-confoyming us~, or buildings and "pre-existing" land uses': 1. Accurate survey o f proPerty showing all property lines, streets, buildLgg and unusual natumi or topographic features. 2. A properly c~mpleted application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Bull.ding 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 po01 $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 Cenificate o f Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. 8uffolk tT, o.unty TaxMap No 1000, S{x~ti0n · '9 [ 8ubd~visBn Permit lqo. '~ ~-3.~ Date of Permit. Date. ~ 0 M ~'.~'~>of I'0~ 'Z ll x~// (check one) Hamlet : Filed Map. Lot: Undetwritera Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold~ NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, richert~..town southo d ny us BUILDING DEPARTMENT TOWN O1* SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Wenk ~,ddress: 415 South Lane City: East Marion St: NY Zip: 1193 3uilding Permit#: 35538 Section: 31 Block: 16 Lot: 2.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Platinum East Electric LicenseUo: 34091-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixtur~ Pumps Emergency Fixture Time Clocks Exit Fixtures ~ TVSS 2-exhaust fans, 2-ARC fault circuit breakers, 1-combination smoke/CO detector Notes: Inspector Signature: Date: Jan 20 2012 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-4)959 Telephone (63 I) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: Plumber: (Please print) (Please print) / I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this ~ day of~~, 20/I Notary Publi~~ County (Plumbers Sigtl~ure) CONNIE D. BUNCH Notary Pffollc. ~tate of New York No. 01BU6185050 Qua#f~l In ()Uffl~k County Comrnk,~ion Ex~pires April 14, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~,,FOUNDATION 1ST ROUGH PLBG. [ ] [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA...' ~ ~' INSPECTION [ ] F~E Rr:mT~T C0.SrR~0. [ ] F~RE .Es~'rJfrr PB~E'rR~'n0. REMARKS: ~- DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION }~FOUNDATIoN 'ST [ ]ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] F1RERES~TANT~NETRA~10N FRAMING / STRAPPING FIREPLACE & CHIMNEY F~E RES~T~T ~ REMARKS: DATE ~~ ~---- INSPECTOR ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION FO~NDATION 1ST [ ~'~]~ ROUGH PLBG. ].~Q~JNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE&CHIMNEY [ ] FIRESA~-.';I~INSPECTION [ ] FIRE RESISTANT CONS~UCTI0N [ ] FIRE R ~ESISTANI' PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI00N [ ] FOUNDATION 1ST [ ] R~U*GH PLBG. [ ] FOUNDATION 2ND [,~ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESAi-.-1,flNSPECTION [ ] ~l~~ITC~i~l~'~ [ ] REMARKS: -~~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] I~NSULATION [~J~INAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS~IJC]ION [ ] FIRE RESISTANT PENETRATION []ELECTRICAL (ROU/~ ~[ ~] E~.EC]~R~ICAL (FINAL) DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONS[RUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELE~'ifdCAL (FINAL) REMARKS: DATE INSPECTOR~ IKCHITECT RK SCHWARTZ & ASSOCIATES 28495 Main Rmtd * PO B.x 933 ,, Cm~ h.guc. Nh' 11935 631.734.4185 I ~'~.lllksarcllitcl't.~l)tll November 30, 2011 Southold Town Building Depad~,ent P.O. Box 1179 Main Road Southold, New York 11971 Re: Additions and Alterations to: Wenk House 415 Huckleberry Road East Marion, New York Permit # 35538 (SCTM# 1000-31-16-2.2) To Whom This May Concern: I have been to the site during the construction phase and reviewed the foundation work. All proposed footings shown on plans were poured concrete and an addition footing was installed under a portion of the existing foundation (under the wall between the Kitchen and New Mud Room). To the best of my knowledge, the foundation work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Mark Schwartz AIA TOWN OF S'OUTHOLD BUILDgNG DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net E×am ned 7' ,20 Approved (o '"..~ ,20 t O Disapproved a/c Expi PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: ,gl4,~ .f~C~.W~Jt/~.~'- ~- .... ~ . .. [ ~ Build~g Inspector , BLDG. DEPT. J TOWN OF SOUTHOLO J Date ~/~,/~6 ,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 water~vays. 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 I2 months alter 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 ora 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 regulat, jon,s, and to admit authorized inspectors on premises and in building for necessary inspections. /,~ ~ff~,.~. (Signature of applicant br name, if a corporation)  (Mailing address of applicant) State whether applicant is owner, lesse gineer, general contractor, electrician, plumber or builder Name of owner of premises //~/o/e~,]~ ~/~'/'t~ W~--/'AJ]~ (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. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section ~ / Subdivision Block Filed Map No. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .~'/,,~ ~,,,~t/{..r,4, b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear De Height_ Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height, 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front ear Rear ~ -"r O:epth 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 XWill excess fill be removed from premises? YES __ NO__ 14. NamesofOwnerofpremises ,,q~fetC t~t,e~.f~. Address6,*rg~ar,,oct,r't,/ Phone No. ;~' ~7703/)t- Name of Architect ~C~t-~"~rTg-7'-~ -Address //y,,g o Phone No '7,J4 4t/o~ J" Name of Contractor Address Phone No. I5 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS,, MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES/"~' NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NOl 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 ,J~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ~ft~ ~/~"/~--Z.~ being dulysworn, deposes andsays that (s)heis the applicant (Name of individual signing contract) above named, CONNIE D. I]UNCH Notary Public.State of New York No. (S)"e is the ~'tr'7/~ 7'-'~ ,~, ,~,)~,~/T 01BU6185050 _ Qualified in Suffolk Cm.nfv. (Contr~ctC~r, Agen{, (~orporate Ottficer, etc.) ~.omrmss~0n Expires April 14, 'JO}z:).,.. 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 tree 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 ' Notary Public S~gnature orf~p hcant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YO7 PERMIT NO. 7144 DATE. JULY 22~ 2009 ISSUED TO." NORMAN & APRIL WENK PROPERTY ADDRESS: 415 SOUTH LANE. EAST MARION SCTM# 31~I6-2.2 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of thc Board of Trnstses adopted at th~ meeting held on July 22. 2009. and in consideration of application fee in the sum of $250.00 paid by Norman & A~ril Wenk and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the folio(ring: · · Wetland Permit to construct .fi.r..st floor alteratmns' and an a.dditlon' of 393 sq. ft. with second floor alterations and add~tmn of 300 Sq. fl, and as depicted on the site plan prepared by Mark K. Schwartz, AIA, last dated November 19, 2008, and received on June 15, 2009. IN WITNESS WHEREOF, thc said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to he subscribed by a maj otity of the said Board as of this date.. M. D~herty, C-ho~io, Jr,. Jam~ F, IG~g Dave John Bredemeyer Tow~ Hall Atmex 54~75 Ma~n Ra~ P~O. Box 1179 Southold, New Yo~k 1197~0959 Tel~pho~ (63~) 765-1~}2 Fax (631) 766,4~41 BOAI1D OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0711C Date December 7, 2011 THIS CERTIFIES that the first floor alterations and ~idition of 393 sr. with second floor additions and addition of 300 sf, to the existing dwelling A! 415 South Lane. ~I MORION Suffolk County Tax Map #31-16-2.2 Coaforms to the application for Trustees Permit heretofore ~ed in this office Dated ..6/I 1/09 pursuant to which Truste~ Wetland Permit ~714,4 dated .T./22LQg__was issued aad conforms to all of ihe requiremenls and Conditions of the applicable provisions of law. The project for which this certificate is being issued Is for First floor alterations and addition of 393 sr. wi6a second floor additions and ~tdition of 300 sf. to the exislin~ dwellin~ The certificate is i~ued to NORMAN & APRIL WENK owners of the Aforesaid property. rtzed Ssgnamr~/ New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 Phone: (631) 444-0365 · FAX: (631) 444-0360 Website: www.dec.state.ny.us LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Norman & April Wenk 62 Wellington Rd. Garden City, NY 11530-4150 July 28, 2009 Application #1-4738-00713/00007 415 South Lane, SCTM 1000-31-16-2.2 East Marion Dear Mr. & Mrs. Wend: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that-the property landward of the bulkhead which was constructed prior to September 20, 1977, as shown on the survey prepared by Nathan Taft Corwin Ill, dated Nov. 21, 2008, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661 ) no permit is required. Be advised, 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 precautions are taken to prevent any sedimentation or disturbance within Article 25 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 hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. CAF Cc: M. K. Schwartz · Susan V. Ackerman Deputy Permit Administrator rTow___ n o_ f Southold Erosion, Sed,mentation & Stoml.Water Run.off ASSESSMENT FOR PROPERTY LOCATION: S,C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A / <~0 ~ / ~ ~=) Z.* 7.~ STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Ye_.._~s N__9o 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicat ng S ze & Location'~ / r~ This Item shall include all Proposed Grade Changes and Slopes Control ng Surface WaterPIow~ -- 3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural r~ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcal? -~' 4 wti~ this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5.000) Square Feet of Ground Surface? 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? ~[ -- 6 oneWitl thereHundredbe Site(100,)preparatiOnof Hor zontal°n ExJstJngDistance?Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to r~ _~ ' 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of r~ ~.~ any Item within the Town Right-of-Way or Road Shoulder Area? L~ -- (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl EXEMPTION: Ye.__~s N._~o Does this project meet the minimum standards for classification as an Agriculturar Project? Note: If You Answered Yes to this Question, a Storm.Water, Grading, Dmthage & Erosion Control Plan is NOT Requiredl STATE OF NEW YORK, COUNTY OF ........................................... SS .................................... ~....tt~..~.d~.....~... ................. being duly sworn, deposes and says that be/she is the applicant for Permit, (Name of individual signing Docurr~nt) CONNI[ O. BUNCH ~4 _ ~- __ Notary Public,State of New Yon( And that he/she is the ~tz-..~..~.. ............................................................................. N ).~ (} ,0 fl .............. ........................... (Owner, Contractor. Agent, Corporate Omcer. ~lmissi0n ~'~/'~ Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or haveEXpireSDefformedApri114, tul/3'-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; ;md that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; Notary Public: .~.~ ........... . ....... FORM - 06/07 Town Hall Annex 54375 Main Road P.O. Bo~ 1179 Southold, NY 11971-0959 Tclcphone (631) 765-1802 ro.qer, dchertdt~ (wn~!s) oTu~o~.n¥.us BUILDING DEPARTMENT TOWN OF SOUTHOI,r~ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No,: JOBSITE INFORMATION: 1000 Date: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: (*Indicates required information) *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) (Please Circle All That Apply) *Is job ready for inspection: ~Do you need a Temp Certificate: ~NO YES Temp-lnformation (If needed]. *Service Size: 1 Phase 3Phase 100 *New Service: Re-connect Underground 150 200 300 350 Number of Meters Change-of Service Additional InfOrmation: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Final 400 Other Overhead TOWN OF SOUTHOLD P'~OpERTY RECORD CARD OWNER FORMER OV,/,~E P, LA~D IMP. TOT L ST.E= 9' 15 d~4~,. ~4 N sC. ~P 0 0 RES. ~'/~ 0 0" Form Tillable 2 Tilleble. 3 Woodland Swampland Brushland House Plot VILLAGE NORMAL Acre W DISTRICT SUB. LOT ACREAGE TYPE OF BU[iDING FARM COMM. fIND. JCB. J MISC. j gATE REMARKS---~/~Y6/4'd~'..~z~d~'. z ~/~ ~//~ ~t ~ ~0 L~ *~ - ~0 0 W ,-x, ' . ~ , ~ ' ' lit/ -- ~- JVolue Per Acre Value (~-~ ~ ~ / ~ 0 ~' . 1~'' .~ ~ i Tolol ~ TOWN OF SOUTHOLD P~OPERTY RECORD CARD OWNER FORMER OWNER ;TREET RES. o~/0 SEAS. VL. FAI~M LAND IMP. TOTAL DATE VILLAGE W DISTR{CT SUB. LOT ACREAGE I TYPE OF BUlLDiNG .j NEW NORMAL Farm Acre Tillable 1 Tillable 2 Tillable 3 Woodlond Swampland Brushio~' House Plot Total BELOW ABOVE Value Per Acre Volue M. BJdg. ~xtenslon Extension Foundation Both D aseme nt Floors Ex(-. Walls interior Finish Fire Place Heat ~<tenslon t -- Porch Attic Porch Rooms 1st Floor Rooms 2nd Floor ,{)rive~vay Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY I 1971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 November 9, 2011 BUILDING DEPARTMENT TOWN OF SOUTHOLD Norman Wenk 62 Wellington Rd Garden City, NY 11530 Re: 415 Huckleberry Rd., East Marion TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: ~"Note;...~.~l.s__o__n-~rchiteCt or Engineer to c~l'ti{y ~.house l~Ooting~ plans. (~'~'--Application for Certificate of Occupancy. (Enclosed) t', '~v/~L.~.~ ' Electrical Underwriters Certificate --~A fee of $50.00. (~Final Health Department Approval. --~Plumbers Solder Certificate. (All permits involving plumbing after Trustees Cart f cate of Comp ance (Town Trustees #765-1892)[, . Final Planning Board Approval. Final Fire Inspection from Fire Marshall. - Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 35538- Addition/Alterations BUILDING PERMIT EXAMINER CHECKLIST Applicant: *Date Submitted: ~'- ~' I-- [ O Oate Reviewed: 'Y-,7% [ ~ Owner: //o ma,v 77-F /- Estimated Cost: 8(~TM# tO00- ~} - / 6 _, ~'%,.~- Subdivision: '" Zone: /~- ~-o '~onformia ? l~opertyAddress: ~l~ n~ H~ ~.. City:~~PreCO,? Building Permits (Open/Expired) BPHT~Z/OOZ-l~]O~Info: ~BP -Z/C/O~ ,Info: BP__-Z / C/0 Z- ,Info: BP~-Z/C/O~ ,~fo: BP -Z/~0~ ,Info: 8~gle & Separate Search Required? Y o~Determination: ' - ~Q.~tSize: ~1 ooo ACT. ~t Size: 3~a~0~ go~ ~.~tCov. ~ACT~tCov. ~Q. Fmnt ~0 ACT. Fron~ ~o~QSide /[ ~CT. Side ~ ~Q. Re~~ ~ROg. Re~ ~Q. Heig~t~/ ACT. Height. ~/ ~, ~~ ~ff ~ ~ . ~_.o,,~,~¢.~. /~.,,,,~..~. -e,m-,~.~ e- Waterfro nt?~/o~'N?~ ~ ' ' Ify~, water body: O~ /77 X ~DITIONAL APPROVALS ~OUI~D Suffolk County Health~r N-If yes, ~Bed~: g *Date: [0//~ o~.Permi~: ~[o- ~ ~- aO3gTown Septic~or - If no, certification required: YorN Received: Y or N By: ~S DEC: ~R~vgc 9tl~r N - Date: / /- Permit ~:~ or NJ Letter - ~otes: Southold ZBA: Y o~ Date: /__/ Rermit ~: - Notes: Southoid ~la~uia~: Y o~ Date: :l__J__ ~ermit ~: - Notes: Fee Structure: Calculation: Foundation: -~- SF t. ( SF)- ( First Floor: ~-~- SF Second Floor: 3~- SF Other: SF 2. ( SF)- ( Total: SF SF)= SF X $ =$ +lnitialFee:~ ¢9.00, oo +Addition,alFee ( ): __ /o (~, ~0 SF)= SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $ TOT : NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: 0 ~ · Grounll Snow Load: ~.0 / Wind Speed~ 120MpH., ~ Seismic Design Categoryi B Weathering:Severe ~ ·FrostDepth:3e' ~/Termite M-H' ~ Decay Design Temp: 11 ~¢~ 'Ice Shield Underlay. YES r°~-°'ffiood Hazards: - ' VS~O¢CUPaN¢¥ CLASSn~ICAT~ON: ! ~.' ~. · ~IO~ ~A: ~ ~ , T~E OF CONSTRUCTION: ~ ~ DaSiON CnT~: ~NG~a~SC~ ~L ~G DESIGN ELEME~S:~ ~Rs~ _ W~LST~S~ C~m,N¢ JmSTS:~ ~oa Jo~sT~ L~BER SPECIES ~D WINDOW AND DOOR SCHEDULE: ,MISSLE TEST REOUIREMENTS: Y/N EGRIgSS 5.7 S,F.:~q ' LIGHT 8% :~N ~q;NT 4% :G/N. GIIkDERS: i~IN ooF ¥E s 5;h NAILING/CONSTRUCTION SCHEDULE: PLUMBiNG ~ISER DIAGILAM: Y/N LOCATION OF F~ PROTECTION EQU~MENT~ TRUSS DESIGN: Y~ O~ CERT~ICATION: V~ 0 ~ E~RGY CALCS: V~ - SEPTIC SYSTEM DETAILS: SITE PLAN 150' RADIUS SEPTIC SCALE: 1" = 40'-0' FROM SEPTIC E,,-. h< ...... -: -'.-,T~. OF.-~PPROVAL FROM SEPTtC $CTM # 1000-31-16-2.2 150'RADIUS TEST HOLE DATA REVISIONS: AREA CALCULA'I10N$ I~X \ \ \ \ \ \ \ \ \ \ 5\ ,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ MAP LEGEND NEW ~ STORY k E~S'IZNG 2 NONTURF BUfFr~ A~ DEFINED BY ~OUTI.IOLD TOWN ANY PEIW1OU~ MATERIAL ALLOWING FOR P~RCOLA'IION IOF ~URFACE RUNOFF INTO 1HE BOIL. EXAMPLE~ INCLUDE: NATURAL VEGETAITION, WOOD CHIP~, MULCH, GRA~B.., AND aA, ND. t.P. KHLIZER8 MAY NOT BE. USED WITHIN 114E NONIURF BUFFER AREA. PERMIBSIBLE VEi~-'rAllON TO BE pLANI-=D IN NONTRJRF BUFFER AREA: fw'''/ j PLUMBER CERTIFICA T/ON ON LEAD CONTENT BEFORE STORMWATER MANAGEMENT REOUIREMENTS iii CERTIFICATE OF OCCUPANCY AP?ROVED SOLDER USED IN WA TE~IATF- SUPPL Y SYSTEM CANNO~j~. -~.~ EXCEED 2/10 OF I% LEA~E' - ¢-'¢"" ' ~*. ~Y'-.~*~.~ ~OTIFY BUILDING D2F/,RTMENT AT PLUMBING ALL PLUMBING WASTE 7651802 8AM TO ,4PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONC,RZTE 2 ROUGN - FRAMrNG & PLUMBING & WATER LINES NEED 3. INSULATION TESTrNG BEFORE COVERING 4 FINAL - CON3TRUCTION MUST BE COM?LE1E FOR CO, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF I'N~ CODES OF ['JEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRor,s. CERTIFICATION OF NAILING & CONNECTi~NS REQUIRED. UNDERWRITERS CERTIFICATE REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS i CODES OF NEW YORI,~ STATE COMPLY' WITH AiL CODES OF NEW YORK STA-FE & TOWN CODES AS REQUIRED AND CONDITIONS OF SO.L~.9 V~.__ SOU 'HOLD TOWN TRUSTEES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY REVISIONS SC. ALE I/4"=l'-O" ~umenu s e--:::--b-\U~e~\My rb ......... : ;'.~.~\MlCS\w.t~q'A~wt~qK-huw.d~ PLOT, 12/31/20~ 8ctg'.sS A~, 1:1 ~STING SOUTH ELEVATION ~~r~G FOUNDATION PLAN (~ EXISTING EAST FZEVATION 1/4',,1'.0' (~) ~TING FIRST FLOOR PLAN (~ EXISTING NORTH ELEVATION 1/4'-1'.0' ~ EXISTING SECOND FLOOR PLAN REVISIONS D~: JO ~A~ 1/4"~'~ aoam,~- s [ *~'**i ~\'U'w~,My ~-. .........: '-"AI.TI'OCAD~MI'CS\ w.m'qICXw.m"lK-N l:i'~/'dv$EII~-'TllqG~, 12/31/2008 8:22:01AM~ 1:1 ['-- -- r REVISIONS I , ?=_-_- i __ ~ mAVATION ~ MUDROOM & KITCHEN INTERIOR ~ . ,:::, .., ,. I ~------ ~ I ,,'', I I I I I I ~ I I I I ,, ,,, ,, _ I I t ~ I I I ~ I I I I I ~ I ~rj,~ I I I I I I I ,_ ,,, , , . ....... ,,"",,",, ,,,"' ,. o.,,' _ - J I ~S~NG I I I C~WL ~PACE I ~ING ~ ~ - - -- II Ii II II XI ~L --~1 j I ,~. .-~J/ ~:~w~'~" nN.~.= ~~,~ J ~,~.'~ m m I m J 1 m ~, ~ ~ ~m~Ne ~ ~ ~m ~ m ~ m m m, m % ~ :m ~w~ ,, ,, , ,, , ., PIN, ~G, ~_:_-- ~ ,,, ,., ~ ~ I I I m I ~l I I v~,~jum % (~) _ ~~ ' ~ ~ - I ~ ~'~ ~ MUDROOM J I I I I I J I ,',, ,'", , ,':" ., __ ? :':" " :':~: "', ~ :; .,.,~,.~.~ "~"'" *'~, ~ .~ ' [', I I I I I I' I ,: I I I I I ~ ........ 0~ II I ::~ '~ ,' m r : O~ 4 IHO~E~ ~/2,, ~, ~ ~.. ~ ~,_ ~ ~ I ~XU~y ~~ w~ w~-~w ~ ~N ~ 1~, 1~31/~ ~t2 ~ 1:1 I I Ii q I1' 11 III II Ii z 12 G ROOF PLAN 1/4'=1'.6' ~'-- =~=fi~\Use~'~My ~ ........ :-kAtrrOCADkMKS\w~4KXwm'~lK~sw~ ~ & ROOF, 12/31/200e a.,m,~ &g,' l:t I, 2. ~', I/ 2" G~X ~fltI~ 4. I EXISTING W.l.C. UNEN CL. 4 (2) ~'-I ~/~" a ~'..,~ 7/B" ~~E__~,COND I~OOR PLAN ~'~,~ 1~1',~ REVISIONS ~l~. 114"~'~ N~Ig, M REVISIONS : ~ ~ -- ]C[[LLLL' . ~ = I L LLLI I ' ~ ~ln I ; I LLI LLLLI [ I DININO ~UND~ R~M ~ SPACE ~EME~NG 5 C.~NC. F~d, w/2,~4 ~YWAYw (2) #~A~ 4" C.,O~, ~,~ G SECTION NOTB$ TO CONTRACTOR: 1. ~ERIFY ALL ROUGH OPENINGS IN FIELD 2, ALL WINDOW AND DOOR SHOP DRAWINGS TO DE APPROVED BY ARCHITECT & OWNER PRIOR TO ORDERIHG. WENK HOUSE WINDOW & EXTERIOR DOOR SCHEDULE SYM MFR. UNIT MIN. E.O, NOTES ISTFL A ANDERSEN TW20310 2'-2 1tS"x 4'-0 7/8" B ANDERSEN TW2031O 2'-2 I/8"x 4'-0 7/8" ~&" FAS/' INSiF¢ OF 12 60Nf, FINI~ ~1N¢.~5 w ~0~1~ fO NEW BEDROOM 5 LLLLLLIL [[ILILLL LLLLLL L LLLLLL L IlL LLL --LLL LLI LLI LLLLL LLLLLLLL LL ILLLL LLL~LLLI LLLLLLLI LL LLLLL EXISTING W.l.C. 24" RSR POtl~'RFCCt) ~ MAfO:t E~IN~ OVCR II 2" CCX 2~ ~ W/~ w/R'I9 INSU- f.O. I'ESf tfl4:ZTg I'N, fl.-, NEW CRAWL SPACE EX]STING CRAWL SPACE SECTION REVISIONS JO :xamem= m ; ?--~=~\Use~\My D-: ......... ='.~UTOC..M)~JI¢S\w.uNI~wu4,4Y~-N~,wa:~ ~ONS, 12/3t/2068 E22~/*f~ 1:! REVISIONS ~- W/~LL Lk3if tt~lLl~ ~ ' WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY BLL PLATE(S) II'ISIALL-"O" OC ~/'/? ''~ PROVIDE IIEMMED EDGE Al BE COVERLD WITII )N ALL OPENINGS ~~)~ ~,/ ,/ ~ ~ KEEP ROOFIN,S NAILS OUT EACll RAFTEF I ~ TOP PLATE I J ' SIDE WALL FLASHING umm,m ~ ~,~ ~ '~ ~ ~ .... , ~ :; ~ ~NOTCPI ~EAM FO~ MI]~SlLL ~m ~um~o MAXIMUM E SLIBILOOR I :OUNBAIlON /B" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXMUM SPACING ILL FL&TE -0 FOURDATION (CRAWL B=ACE OR FOUNDATION) I STORY 72" DC SILL I'L~ IE IQ F©UNL)A]J©N (CRAWL SPACE OR FOUNDATION) WALL BOTIOM PLATE FO I OIJNDATION (BLAB ON GRAOE) 1 2 STORIES b/" OC GENERAL NOTES: CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State buiIding codes. The General Contractor is responsible for providing standard construct[on details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed producL 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specificahons for this bufiding and should be adhered to even if in variance with the plan. 3). Dimensions shaft take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 5). Refer to the Window and Door schedule for exterior openings. 6). The GeneraI Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shaft be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil 3). Provide 1/2" expansion jo~nt material between concrete slabs and abutting 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All hll to be compacted to 95% relabve density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coaling as per section R406 of N.Y.$. Residential Construction Code. A 6-mil polyethylene film shaft be applied over the below grade portion of exterior wails prior to backfilling, Drainage as per section R405 of N.Y.S, Residential Construction Code. FRAMING NOTES 1), All framing techniques and methods as prescriptive design of 2006 BBC H~gh Wind Edit[on Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o,c, unless noted otherwise. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) rue length studs on each side of all openings, LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvin[zed hangers and anchors where applicable to all connecting joists. 6). Double up floor ioists under walls that run parallel to the floor joist and under bathtub Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 - 1-3/4" thick microlams ( heighi to match floor joists) around stairwell and/c other access openings unless otherwise noted (typical). 8), Dormers running up roof rafters are to be supporLed by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use soIid bloddng in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4*ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor ioists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick mo~sture-res~tant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock, All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas ba~e sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete 1o be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-rex termite shield or approved equal. X) /IND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pai]r of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the inumber of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d naib in the strap. 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, cefiing or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate andl the wail top plate shall be attached to the to the wall stud with uplift connections. Roofs o,verhanging [he rake side of the buEd~ng shall be connected with uphft connections in accorda~nce with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. '~hen wall studs above ~do not fall in line with studs below, the studs shall be attached to a common member m the lfioar assembly with uplift connectors in accordance with table 3.3, 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation,, sill plate, or bottom plate with uplift connectors. Steel straps shag have a minimum embodiment of 7 inches in concrele foundation and slab-on-grade, 15 inches in masonry bIock foundations, or lapped under the plate and naiIed in accordance with table 3.3b. k~/hen steel straps are lapped under the bottom plate, 3 inch square washes shall be used wit]h the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 Inches fr~om the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARX.VJALL CONNECTIONS: Type I exterior shear wails with a minimum of 7/16 irnch wood structural panel on the exterior attached with 8d common nails at 6" o.c. at the parnel edges and 12" o,c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.1Sa-b, 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shaft meet the requiremenffs of table 3.15a-b times the appropriate length adjustment factors in table 3,16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shaft be permitted to be increased when interior shearwaIIs are used. Sheathing and connectiolns shaft be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shaE either be notched and anchored on top of the beam or slope connectors shlafi be attached to each rafter-to-ridge along the open ceiling part of the building. Connecti,ons to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber, Ali fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post ~ith washers and nuts. Girders on concrete piers shah be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long oath,or bolt with washers and nuts, 3). Posts supporting girders shall be anchored to a 12'"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 8" long anchor bolt with w,ashers and nuts, Footings Shall be 3 ft. below grade. Porches with covered roofs shall have '12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 o.c.. $). A minimum of 10 inch flashing shall be instafied b~tween the bufiding and ledger. II ~ Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts where needed, 6). Concrete piers shall be a minimum 6" aboue grade. ?). All joists to be supported with hangers and anchors. Each Joist shaft also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored Lthe same manner as a typical building. PLUMBING NOTES · 1}. All water supply, drainage and venbng to be installled as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk (County Health Department approval. 3). If walI studs, plates or joists are cut out during installation for any plumbing related work, prowde adequate bracing and plates to protect and secure the structure. Verify with the state code and manufactures recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwrffer. 3), Install Smoke detectors and Carbon Monoxide de,rectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY, SPACING RAFTER TO 8' WALL: 3-8d COMMa? EACH TOE-NAIL TOP PLATE 10' ~X/ALL: 4-Sd COMMO]X RAFTER CEILING JOIST 8' ~UALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-fid COMMOiX JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCF. ING EACH TOE 2 - gd COMMON TO RAFTER [ END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO PER FACE NAIL 2 - 16d COMMOi' TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE 4 - 16d COMMOF INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMOh O C, NAIL HEADER TO 16" O.C. FACE t6d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3-16dCOMMOF PER2x6STUD NAIL BOll'OM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMOh FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY, SPACING JOIST TO: PER TOE 4 - 8d COMMOh SILL, TOP PLATE OR GIRDER JOIST NAiL BRIDGING EACH TOE 2 - 8d COMMOh TO JOIST END NAIL BLOCKING EACH TOE 2 - 8d COMMOh TO JOIST END NAiL B LOCh. lNG TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMOF BLOCS. NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMOh JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - Bd COMMOh JOIST NAIL BAND JOIST PER END 3 - 16d COMMOF TO JOIST JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2 - 16d COMMOh FOOT SEE NOTE: 1 ROOF SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING I IAS PER TABLE 3.8 STRUCTURAL PANEL Bd '~/FCM - BBC CEILING SHEATHING: NAIL JOINT DESCR[PT]ON SPACING NAIL QTY, 5d COOLERS GYPSUM WALLBOARD WALL SHEATHING: 7" O.C. EDGE 10" O.C. FIELD NAIL NAIL IOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3.9 8d COMMOh PANELS WFCM ~ BBC 7/16" OSB 6d COMMOF 3" O.C. EDGE PLYWOOD 6" O.C. FIELD GYPSUM 7" O.C. EDGE 5d COOLERS WALLBOARD 10" O,C, FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL STRUCTURAL PANELS 8d QTY, ~1 ,,SPACING 60.C. EDGE ' OR LESS COMMO~[ 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1), Naihng requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). ~hen wall sheathing is continuous over connected members,the tabulated number of nails shah be permitted to be reduced to1 - 16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL Dg,'ELLING BUILDING HEIGHT (SEE P~ANS) TOTAL SQ. FT. OF CONSTRUCTION /SEE PLANS) DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.& RESIDENTIAL CONSTRUCTION CODE AND 2006 BBC HiGH WIND EDITION~ WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 A~flCS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY (DESIGNED FOR CAT C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Syrn,: (SMOKE & CO2 DETECTORS) ~J~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARD~ MODERATE SLIGHT TO it NONE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE ROOF SHEATHING RfC UIREMENTS FOR XX/IND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" O,C. SEE NOTES: 1,3 SEE NOTES' 1 ( BOTH FIELI INTERIOR ZONE 8d COMMON @ 6" O.C Bd COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIE GABLE ENDWALL RAKE AND RAK, E TRUSS Bd COMMON @ 4" O.C 8d COMMON ~ 4" O.C. SEE NOTES: 1,3 NOTE S THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. 1). For roof sheathing witlhin 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o,c. 3). Tabulated 4 inch o,c. nad spacing assumes sheathing to rafter / truss framing members with G> 0.49. For framing members with 0.42<G<0.49, the nail spacing shah be reduced to 3 inches o.c. ALL SHEATHING REQUIREMENTS FOR JIND LOADS NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE gd COMMON ~ 6" O.C gd COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Bd COMMON ~ 6" O,C 8d COMMON @ 12" O,C. SEE NOTE. 3 NOTES THESE NOTES ARE ONLY TO gE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. t), For wall sheathing wiJthin 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o,c. nail spacing assumes sheathing attached to stud framing members with G>0,49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails ~laall be permitted to be substituted for common naib. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.