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HomeMy WebLinkAbout33011-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33692 Date: 05/06/09 THIS CERTIFIES that the building ADDITIONS/ALTEP~ATIONS Location of Property: 385 GREENFIELDS LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) Co~nt¥ Tax Map No. 473889 Section 59 Block 4 Lot 5,8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 27, 2007 pursuant to which Building Permit No. 33011-Z dated MAY 7, 2007 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 ADDITION, INCLUDING DECK ENTRY AMD BASEMENT ENTRANCE, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to WAYNE W & EDNA C WILKENS (OWNER) of the aforesaid building. SD~F~LKC~D~DBP~R~ OF }~DJ~THAPPRO%~%L N/A ELRC~I~IC3~L C~u(TIFIC3%TH NO. 118144C 09/21/07 PLIERS ~KTIFICATION DA'r~ 10/31/07 WILLIAM GREMLER //ri/ Signature Rev. 1/81 · Form No. 6 TOWN OF SOUTItOLD BUILDING DEPARTMENT TOWN II,%LL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled m by typewriter or ink and submJtled to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accnrate location of ail buildings, property lilies, streets, and unusual naturalor topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposai (S-9 form). ~2~ Approval of electrical installation fron)Board of ~:)re [ lnOerwl~ters. Sworn statement fi'om plmnber certif3ing that the solder used ia system contains less than 2/10 of 1% lead. 5 Colmnercial building, industrial bnilding, multiple residences and similar bnildings and installations, a certificate of Code Compliance from architect or enginee~ iesponsible fei' the building. 6.Submit Planning Board Approval of completed silo plan requirements. B. For existing buildings (prior ~o April 9, 1957) non-conlm'ming uses, or buildings anti "pre-existing" land uses: I Accurate s[llwey of p~ope~5 shoxx lng all pt'oped5 lin,.. >l,cets: building and ullusua[ natural or topographic 2 A properly completed al~plication mM com;cnt t~, n,:;pc'ct >dgacd by the applicanl. Ifa Cellificate of Occupancy is denied, the Building h~specto~ shall glalc dac ~ca:;,)n; fl~c~¢i¥~ in writing to the applicant. C. Fees I Cettifieateof()CCUl)anc5 Ncxx dx~ellin1552500 .N*idtri,m~t,>dwclling$25.00, Alte~ationstodweiling$25.0(i. Swinnning pool $2500. Acces:;o~y htdldm2 $2q (~r~ 5dditi,q},: I~> ~ccesso~T building $25.00, Businesses $50 00 2 Ceitificato ofC)cculmnC5 on l'le ex~sting [hnldtt}? $1 {~f~ 3 Copy of Cellificate of ()ccupancy - $25 4 [Jpdated Certificate of ()CCUlmnCx $50 0(~ 5 Tcmpo~aiy Oedificatc of ()CCtlpallt? [%mLnti d >.[ > 1~>. ('-mmcrcial New (2onstm~tion Location of Propmty: I )ate, Old or Pre existing Building: House No SI~ ecl (check one) Hamle~ Suffolk C6unty Tax Map No 1000, Section ~ Block __~ Lot Subdivision ~ Filed Map~ Lot: Health I)~pl. Approval: ...... I lndczxx,~itcrs Approval: Plamfing Board Approval: Request for: Temporary Certificate Fee Subnfitted: * c FinaI Certificate: ~ . (check one) ~(~plicant Signature I~ue Date 9/21/07 Electrical Inspection Certificate Electric, al Inspection Service, Inc. Application 375 Dunton Avenue 118144C East Patchogue, New York 11772 (631) 286-6642 Issued To: Mr. Wayne Wilkens Street: 385 Gmenfields Lane Village: Southold Zip: 11971 Section: 4 Block: 5 Lot: 8 Contractor~ Ben Franklin Electric (L) Town: Southold Lic. # 4211-E Was examined and found to be in compliance with the National Electrical Code. [] Commemial [] NVDefects [] Pool [] lstFIoor [] Indoor [] Easement [~HotTub [] Residential [] DeL Garage [] Attic [] 2nd Floor [] Outdoor [] Addition [] Survey Switches Receptacles Fixtures GFI Heaters 14 14 11 4 Dishwasher Washer/Amps Dtt/er/Amps Oven Range/Amps A/C Fens Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer 7 Meter Amps Phase UG/OH Jacuzzi Television CO Detector / 2 Bldg. Permit: 33011 Other Equipment 1-50 amp Subpanel Hugo S. Surdi President Rough Inspec~on: 08107/2007 Inspector: Anthony J. Richards II Final Inspection: 0911912007 Inspector: John MC Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hail, 53096 Ma~r~ Road P. O. ~ox 1179 SOuthold, New York OFFICE OF THE BUILDING INSPECTOR TOWN OF $OUTHOLD (please print) -- ! certify that the Soldar used ~n the Water supply syste~ contains less th&n 2/10 of 1% lea~. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33011 Z Date MAY 7, 2007 Permission is hereby granted to: WAYNE W & EDNA C WILKENS PO BOX 1913 SOUTHOLD,NY 11971 for : ADDITIONS AND ALTER3~TIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 385 GREENFIELDS LA County Tax Map No. 473889 Section 059 Block pursuant to application dated APRIL 27, Building Inspector to expire on NOVEMBER Fee $ 200.00 0004 SOUTHOLD Lot No. 005.008 2007 and approved by the 7, 2008. ~ATra-h~-rized ~ign~ ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ p~L [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT ~P~NETRATION REMARKS: DATE INSPECTOR,/~~'~-~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~J~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESL~ANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ].~0~JNDATION 1ST [ ] ROUGH PLBG. [~ FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT ~_?QN~/ ].~ESISTANTIIENETRATION REMARKS: ~:~~ ~' DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. S ~..'~ ] F/Oi~DA~ [ ]INSULATION ~/~)~[~]/~RAMI~ [ ]FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~f-~l ~l' -: .'~--~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION []FOUNDATION 1ST ~ROUGH PLBG. [ ]FOUNDATION2ND [ ] INSULATION [~~ STRAPPING []FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~ INSULATION [ ]FRAMING/STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]~ETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~LJGH PLBG. [ ] FOUNDATION 2ND [/.~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIST~I~ CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. ,~./~/,~/~-,~ /~-~)~'~/~.-~ /~ DATE ,~//~//~///~? INSPECTOR~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: INSPECTION [ ] RO~.UGH PLBG. [ /,,]-'INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI~n' PENETRATION FIELD INSPECTION REPORT [ DATE I COMMENTS FOUNDATION (1ST) FO~DATION (2ND) PL~G ~ ,. ~S~ATIONPERN. Y.STATE ENERGY CODE (~ ~-1~ ~'~ V/ - ~/N~IO CO~ENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c PERMIT NO. 40[/-~2 ,~/~ , 20 ¢ ,20 BUILDING PERMIT APPLICATION CHECKLIST Expiration ,20 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 Contact: Mail to: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ~,/'/,~ 7 ,20 0,7 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S~gg~ture of ~pp"~icant or name, ifa corporation) (Mailing address of apI~cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo~tion of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block ~ Filed Map No. Lot Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy  --~ntended use and ,fir")./?/ occupancy 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost , _/"~,e~.~ : 5. If dwelling, number of dwelling units If garage, number of cars Addition t'~ Alteration Other Work (Description) Fee (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 Height Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories (~Himensions of entire new construction: Front ~ Rear © eight Number o:f Storie~ ,/ Rear .Depth ~_-~ 9. Size of lot: Front Rear _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO__ 13. Will lot be re,graded? YES NO Will excess fill be removed from premises? YES NO__ 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a 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 of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. No 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. STATE OF NEW YORK) SS: COUNTY OF ~.1 Ay/,-,~ {.,Oa. ( ~ ¢ ~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0 ,,.,o ~ ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Z.")t.~ dayof /X~)~.:t{ 2007 t._l~otary Public "~ U Signature of Applicant John M. Judee NOTARY pUBLIC, State of New No 01JU6059400 Qu~tified In Suffolk Counht Coml~[~sion Expires May 29, 20 ~ Erosion, Sedimentation and Storm.water Run-off Control Plan ASSESSMENT FORM Yes No EXEMPTIONS: A. Does this project meet the minimum standards for classification as an Agricultural Project. ~ Note: If you answered Yes to any of the above, a Storm-water, Grading, Drainage & Erosion Control Plan is not required. ACTIONS REQUIRING THE SUBMISSION OF A STORM-WATER~ GRADING~ DRAINAGE & EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (A Check Mark (,/) for each question is required for complete application) Will this project retain all Storm-Water Run-off generated on Site? (This will include all mn-off created by site cleating and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet of ground surface or more? Is there a Natural Water course running through the site or is this project within One hundred (100) feet of wetlands or a beach? Will there be site preparation on slopes which exceed fifleen (15) feet of vertical rise to One hundred (I00) feet of horizontal distance? Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? Yes No Will this application require the placement of material, removal of vegetation and/or the .construction of any item within the Town Right-of-Way or road shoulder area? (This item does not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred (100) year floodplain of any watercourse? Note: If any answer to questions ~)ne through eight is answered with a check mark in the Box, a Storm-water, Grading, Drainage & Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. COUNTY OF ............. ~ SS That I ......... ~ ~J~.(~',~ ................ being duly sworn, tieposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that He/Sl~is the ..... ~-J~-).~ ~ ........................... (Owner, Contractor, Agent, Corporate Officer, etc.) Owner and/or representative of the Owner or Owner's, 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 ofkis knowledge and belier; and that the work sill be performed in the manner set foxq~h in the application filed herewith. Sworn to before me this; ................ ~. i · ~. ~ .:day(j~.~~.~[ ...................... 20~ BARBARA ANN RUDDER Notary Publio, State of New York No. 48551t05 Qualified in Suffolk County Commission Expires April TOWN OF SOUTHOLD PROPERTY _,.J~f,.(::ORD CARD ~.--, 6WNER STREET .~ d'('~ VILLAGE DIST. SUB. LOT %~(~J~ER OWNER . N E AC / ~ ~ . S W ~PEOF BUILDINGI? RES. '~ S~S. VL. FARM COMM. CB. MICS. Mkt. Valu~ ~ND IMP. TOTAL DATE R~RKS ~S' ~,~,~ ~/J ~ Z /~ ~/~. ~d, Tillable FRONTAGE ON WATER Wo~land FRONTAGE ON ROAD Meadowlond DEPTH House Plot BULKH~D rotal Extension Extension Porch Porch Breezeway Garage O.B. Totol /~ly -- Foundation Basement Ext. Walls Fire Place ~?~/. Type Roof /U O' Recreation Room Dormer r.~/7" /-/i? Both Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Driveway Oak." Dinette LR. BR. FIN. B /Y/AP OF' Pt~OP~Ty Lot 2~, t ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, OOD ' COMPL9 WITH CHAPTER "46~ FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. AD/21TION OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ~XI~TIN~ RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE. PLUMBING ALL PLUMBING WASTe. & WATER LINES N~l~0 TESTING BEFORE COV~,RJ~ AP~RC~VED AS NOTED DATE: ~I"~P~ B.P. # NOTI[Y BUILDING DEP~R'Ck~ENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND cONDITIONS OF · SOIjTrlOL[- r~ 'r~,'~~ ~LANNING BOARD SOu FHOLB ¥);II; TRUSTEES · N.Y.S. DEC CERTIFICATION OP NAILING &CONNEOTION$ REq~UIBED, PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. SOUTHOLD BUILDING DEPARTMENT CRITERIA 3CCUPANCY CLASSIFICA~ON JSE RESIDEN3~AL - SEC33ON 310 BUILDING CODE N,Y.S. DWELUNG UNiT- SECTION 310 - 310 2 O n, z ~EIGHT TOTAL IE~q" =I- =IRE AREA (sf) 780 SQ FT OF CONS3RUC~ON NOOD FRAME CONS~UCTION DESIGN CRRERIA =RESCRIP~VE DESIGN - 1995 HIGH WIND EDmON WFCM FRAMING ELEMEN3S ~EE FLOOR PLANS AND SEC~ONS DESIGN LOAD CALCULATIONS SEE SHEET 9 ~VINDOW AND DOOR SCHEDULE SEE SHEET 10 '- LOAD PA3H SEE SHEET 8 LL NAILING SCHEDULE SEE SHEET 9 O om EGRESS SEE SHEET 6 ~- ~ PLUMBING RISER DIAGRAM SEE SHEET 10 r~ FIRE PROTECTION N/A I-- Z AI~)ITION EXI~TIN~ J t='t~,,Ot='OS, ED 5,OUTH ELEVATION <z~o ~o ,=, A~ITION E×I~TIN® 12 II~N ~AILIN~ PIN. ~LAB ?=~1 f~f~OF~O~E:~ NO~TH ELEVAT'ION ¢¢ALEh ,!/4" .~ I'-O" ~o o I I £ J AIDIDI TION~I~TIN~ <z~ 0 o F't~.OF'OStED IAIEST tELIEVATION ~C~L~E: Y4" = I'-0" (2) LVL APPlTION t=XISTIN~ 2'X2'Xl' PG P ~) I,N/D" ,D"I"EEL CSOLUi"4N ~ ~'-- PIN TO EXIST. FN~ I,",V#,4- BA~. 12" OCS (TYP) EXI~TIN~ ~NT × I- TO EXIST. FNP 1,",I./#4 BAR 12" OCS (T'KP) X ILl At~EA OF EXI~TIN~ FJ CSANTILE'v'EF:'. FOUNDATION PLAN 5CSALE, .v4" = I'-o" NOTE: DO'-O" ADDITION ~ E, ATH 12'-O" ~_ IO'-8" ~'-O" AR.T R.N 4,_o,i ::z p3 ~5'-I" -- D~.OROONf 200 ..~2. Fl'. TOT,~J- VENT=I'/,~ ~. ~T. 14'-0" CW25 EXISTIN¢ BEDROOM EXICTIN~ C, LOSET I EXISTIN~ LINE OF FOUNI2ATION BELOI~I EXISTIN¢ HALLY4A'r' EXISTIN,~ BEDROONf PP. OPOSED FLOOR PLAN NOTE: '~ CONTRAC.,TOR TO VERIFY ALL EXlSTIN~ CONDITIONS AN~ REPOI~T ANT' [21.~C,,f~.E-PANC_.."y' 2"XIO" DF RIDcE NE:PI P-,OOF: C, ONST. Atr,',OHITECTIJRAI COI,4POSITION 5MINGLE5 OVER .~RAC, E I¢.I-PLEX 50 UNDERLA'rl,tENT Y~RA, CE ICE/YfTHER 5HIELD @ PERII,4~ ~ ~" C~X t='L"r'. ON #2 12.F. 2"X8," R.R. @ I&" O.C,. ON iAI,/APPRO",/~ RAF'T'~R TO PLA]L TO 5TUD HIJRRIOANE CLIP~ @ .~PEOIt=IEP AREA.~ (cEE .~PEOII=IOATION~ 5NEET) -CONT. RIDGE VENT 12 I~ (VIF MATCH EXI.~TIN~) ~4"X4" TII,4D, ER'I'~CK TOP [:;:'EOKINO (TYP; PIBBRAIL 5¥STt--NI (2)2"X&" ~IR[2ER l 2" X 8," ~;~.F.C.J. @ I&" C.C. ~ R-50 BETP, IEEN ~t/t=A.~ i EN I,'fA5T~R LEPcERL.OOK t=A~T'ENER.5 TO 5~CTURE @ I~" CC BATH 12" CC (2) 1~/4"XI I ~¢"L',/L BASEMENT 2'X2.'XI' PC PIER Y~I,,~" .~TL CO1 4" P,C. ~LAD ON ¢ML POL'fET. H'r'LENE ON COI,,'fPAC 1 ~-D EAf~,TH EC.,TI ON A-A SCALE: %" = I'-O" NOTE~: CONTRACTOR tO VERIPf ALL EXISTIN~ CONI21TION5 At~2 ~PORT ANY ~I~CP4--PANC¥ BEFOF~ CON~ ~JGTION Y',I/NLL OONST. ,, ~N~HINr~,LE.G (8, EXPOSUt~E) OVER DO~ FELT ON ~¢" O~X PLY. ON ~2 D.F. 2"X&" 5~D5 ~ I&" ~-Iq INDULATION ~T~N ~ AP~D ~I,~E AN~ ~EA~: T-Ill ON ~2 ~.~. 2"X~" ~ ~ t~" CO ~-I~ INFLATION BT~N ~ AP~O~ ~APS TO PLA~ (5EE 5PfClFICATION5 5HE~T) - STAIR5 BE"f'ONI~ BASEMENT 5TAI~5 DETAIL N.T.~. GENERAL CONSTRUCTION NOTES 10 Provide hardwlred smoke detectors, with battery backup, on all floors and in each heights of finished floor(s) above typical grade. Tape, float, and sand (3 coats). 3. Walls common to garage and house to have a layer of 5/8", fire rated gypsum board at garage side with 5'-0" return on adjacent walls and ceiling. Manufactured lumber THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT SPECIFtCALLY W~I"f-f'E N FOR THIS PLAN, THEY ARE TO BE CONSIDERED AS GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL FRAMING NOTES I. AI~ walls, 2x4 fed 2x6, to be stud grade or better 16" o/c. AI~ other framing material to be #2 douglas fir or better. 2 All wood framing In contact ~th concrete or masonry to be pressure treated 3. Provide double floor joists under all wails parallal to floor joist span direction unless otherwise specified. 4 Provide x-bracing or solid blocking at a maximum of 8'~)" o/c for all dimensional rumber floor jo~sts. 5 Floor c~nstmcbon: %" tangue and groove plywood subfloor F~n~sbed material ta be applied over subfloor. Glue and screw plywood decking to floor jalsts. 6. All w~ndow and door headers to be minimum (2) 2x 10 unless otherwise speclfied. AIl interior headers to be (2) 2x10 unless otherwise specified. 7 Provide tulJ salld blocking under al~ bearing walls, 8. All beams to have adequate bearing at each end or as specified. 9. All flush beam and joist intersections to have galvanized hangers 10. A typical structure that is designed as a "Parbel~y Enclosed Sudding" shall have exleber walls and molto be sheathed with ~" extehor grade ply~od or ~ "OSE plywood= group 1, APA ratad Plywood ta span over all plates and headers 11. Provrde insulation barf]es at eave vents bet~veen ra/tem, 12 Exterior flashing to be correctly installed al all connecbons between roots, wails, chimneys, projecfions, and penetrations as required by approved construction practices. 13 General contractor to prowde adequate attic venblation and roof vents. 14 Provide appmpdate soffit ventilation at overhangs. GENERAL PLUMBING NOTES 1 Plumbmg subcontractor to be responsible for adhering to all applicable code and safety reqalrements. 2 If wall plates or joists are cut dunng the installation of plumtsng fixtures or equipment provide bracing to tie flaming beck together GENERAL HVAC SYSTEM NOTES 1 Mechanical subcontractor ~s responsible tor adhedng to all apphcable codes and safety requirements 2. HVAC subcontractor to fully coordinate all system data and requirements with the equipment supplier. 3. HVAC subcontractor to provide final system ~ayout drawmg and submtt it to general contractor, owner, and equipment supplier for final rewew and approval. GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hu~icane Resistant Realdenfial Construcben, SSTD 10-99 and 1995 SBC H~gh Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Constmcfion 1 A continuous Icad path bet'ween footings, foundations wans, floors, studs and roof flaming shall be prowded 2 Approved connectors, anchors and other fastening devices not ~ncluded ~n the Standard Ballding Code, Table 2306.1 sbelI be installed ~n accordance w~th manufacturer's recommendations. 3. Metal platas, connectors, screws, bells, and nails exposed d~recfly to the weather or subject to salt corrosion in coastal areas, shall be stainless steel or bel dipped galvan~zeq. 4 Where windows and doors interrupt wood structurai panal sbeathmg and s~dmg, framing anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at leasl one stud at each side of opening. 5 Ridge straps shall be attached ta each pair of opposing ralters except where coIlar ties of 1 x6 or 2x4 lumber is located in upper third of attic space and attach to each pa~r of rafters. 6 V~en a structure is designed as a "Parbally Enalosed Budding" upbtt connectors shall now require 20 gage sbapping with six 8d nails provided at each rafter beanng 7 Floor to floor hold-downs to be provided every 48, and every 16" wtihm 4' af exterior 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the fuundation with anchor belts having a mm bolt diameter of 5/8" and 3" x 3" x 1/8" washers A minimum of one anchor boll shall be provided within 6 to 12 inches of each end of each plate. Anchor bogs shall have a minimum embedment of 7 inches in concrete/ masonry foundabens Ancber baits shall be located wtihm 12 incbes of comers and at spacing not exceeding 4 feet on center. NAILING SCHEDULE TABLE 31, INCLUDING 3.3 AND 3 9 1995 SBC HIGH W4ND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING RAFTER TO TOp PLATE TOE NAILED 8,.0. WALL 3.Sd pER RAFTER CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3 ? EACH LAP · O TABLE 3.7 1995 SE~C HIGH WIND EDmON WOOD FRAME CONS'F~UC~ON MANUAL RAF~R SPACING 16" O/C J CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ROOF PITCH ROOF SPAN WEATHERING SEVERE FROST LINE DEPTH 3'-0" 12 2CI 28 36 TERMITE MODERATE TO HEAVY 3:12 5 ~ 11 14 DECAY SLIGHT TO MODERATE 4:12 4 6 8 11 WINTER DESIGN TEMP, 11 5:12 2 ~ 7 9 ICE SHIELD UNDER- AS PER MANUFACTURER'S 7 12 .'- 4 5 6 LAYMENT REQUIRED SPECIFICATIONS / STATE CODE 9:12 ~ 3 4 ~ FLOOD HAZARDS 12 12 ~ 3 3 1995 SBC HIGH WING EDITION WOOD FRAME CONSTRUCTION MANUAL RAFTER SPACING 16" O/C 120 rnph FASTEST WINDSPEED !DESIGN LOAD CALCULATIONS R O O F R O O F N U M B E R MINIMUM UNIFORMLY DIS~RIBU~D L/VE LOADS (Ibsf) PITCH SPAN (ft) OF NAILS EX~ERIORBALCONIES 20 5 2,~ ~ ATRCS Wl~-t STORAGE 4n 32 ~ SLEEPING ROOMS 31 ~ 6 ,~ CRITERIA FOR CALCULATION OF DEAD LOAD 2 o 4 AC31JAL WEIGHTS OF MA'~RIALS REFFRENCED TO A.LA. 24 5 ARCHITECTURAL GRAPHIC STANDARDS 28 6 3e 7 SNOW 6 i2 12 ~ iGROUNDSNOWLOAD 145lbs 2O 4 24 5 SEISMIC ' 28 5 DESIGN CATEGORY ...... ROOF PITCH ROOF SPAN 12 2[ 28 36 3:12 5 11 14 4:12 4 8 11 5:12 7 9 712 4 5 6 9:12 3 4 12 12 3 3 I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP. 11 ICE SHIELD UNDER- AS PER MANUFACTURER'S LAYMENT REQUIRED SPECIFICATIONS / STATE CODE FLOOD HAZARDS ROOF ROOF NUMBER PITCH SPAN (ft) OF NAILS 412 12 20 5 28 7 32 36 20 4 24 28 6 32 7 36 7 6 12 12 3 24 5 28 5 36 7 16 3 24 4 28 5 IDESIGN LOAD CALCULATIONS MINIMUM UNIFORMLY DIS~RIBU~D UVE LOADS (Ibsf) EXTERIOR BALCONIES 60 DECKS 40 A~IICS WI~3'iOUT STORAGE 30 ATRCS Wl~-t STORAGE 4[3 ROOMS (O3HER ~-~AN SLEEPING ROOMS) 40 SLEEPING ROOMS CRITERIA FOR CALCULATION OF DEAD LOAD AC31JAL WEIGHTS OF MA'~RIALS REFFRENCED TO A.LA. ARCHITECTURAL GRAPHIC STANDARDS SNOW IGROUND SNOW LOAD 145 lbs SEISMIC ' IDESIGN CATEGORY IWIND SPEED STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION WINDOW AND DOOR SCHEDULF MULTIPLE SECTION ASSEMBLY. 1/4" THICK BOLTS @ 2' DC CW25 CASEMENT CN235 CASEMENT A251 AWNING 1 B 20 4 10 4 10 4 24,7 -26 ! 50 24.7 50 24.7 -263. 50 SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4%0" WIDE SPAN TABLE 1609,1.4 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION~ ASSEMBLY: A'I-rACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW~ 16" D.C. OR BETTER ALTERNATIVE FASTNER FOR SHU'I-FER TO BUILDING: #10 TEE NUTS AI-rACHED TO BLDG. w/#10x 1 ~" (W/WASHERS) MACHINE BOLT @ 12" O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHU'I-FER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'-0" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" SPAN. NOTE ADDITIONS: 2x4 STRONG-BACKS @ 24" DC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW@ 12" D.C. ALTERNATIVE FOR OPENING PROTECTION TABLE 1609.1.4 ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL MUST HAVE DP UPGRADE KIT MEETS NY STATE EGRESS REQUIREMENTS FOR HABITABLE SPACE CUSTOM GRILLES - SEE ELEVATIONS ALL NARROLINE WINDOWS MUST USE 1/2" HEIGHT SILL STOp (OR STOOL) AND THE ADDITION OF A 112" X 3/4" DP UPGRADE SrLL STOP. (SILL STOPS TOTAL A 1-1/4' HEIGHTAND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT) ALL UNITS MUST MEET OR EXCEED THE MINIMUM DEStGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED I 5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBS'~,cT, ATE. ALL EXTERIOR GLAZING MUST MEETASTM E 199~ TEST REQUIREMENTS AS PER NEW YORK STATE RESIDEhrBAL CONS~UCTION CODE. REFER TO SECTION R 1609.1 4 FOR ALTERNATIVE OPENING PROTECTION I E," VENT THPJJ ROOF TOILET TOILET ET/LL TO EXISTIN® SEPTIC &'r'5 It=h/ 5INK FLOOt;'. CLEAN OUT DIA® Ah4 N.T.5. ~TUD/pLA~ 0S320 16" LONG SIMPSON CS20 21 LC SiMPSONH7 . , .~ SIMPSON ~2018 SIMPSONH3 ~ m SIMPSON CS2012' LONG ~. ~ ~ JACKSTUDS~ ~ ~FTE~RIDGE/~FTER w,o c~ ~ ~FTE~P~T~STUD ~ ~FTE~P~TE PLATE/STUD ~ HEADER/STUD HEADE~JACK POST 0 ~,~.~o. c~.,~ ~ ~ ~ ~ 2ND. FLOOR W~L S~D~ ~ 2ND. FLOOR W~L STUD~ ~ ~ ~ SUBFLOOR ~ ~ SUB~R ~ ~% 1ST, FLOOR P~TE POST ANCHOR ~o. co~.~. PO.C.BS ~FLOOR TO FLOOR ~FLOOR TO FLOOR ~ STUD/P~TE/SILL ~ STUD/PLATE P~TEISILL ~s WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS STAIR RAILING HANDRAIL CONNECTION STAIR TREAD~~ STRINGER TO DECK/PORCH CONNECTION FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HE~DER TO BE SUPPOR3-~D TSE PROPER STEEL CONNECTOR. IF ~BLE, 8ET FIR JOISTS APROX. 1/4' HIGHER ~ LVL HE~DERS 4" MAX- 4" D~. MAXIMUM DECK/PORCH RAILING POST-TO-DECK CONNECTION POST-TO-GIRDER/HEADER CONNECTION SPLICED JOISTS OVER HEADER/GIRDER POST-TO-GIRDER/HEADER CONNECTION CflRDERINE,APER pO,STICOIUMN' GIRDER/NEADER TO POST/COLUhlN CONNECTION FLOOR FRAMING 2x JOISTS BLCCKING FOR T HANGER DECK/PORCH LEDGER CONNECTION WCOD JDIST BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS ~'~AT ARE SPICED AND USE WITH RTIO TYDOWN ANCHORS CONCRETE FOOTING DECK POST FTG. CONNECTION CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION UNDISTURISED ExDIL LAY PLASTIC BASE DIRECTLY ON DJSTURE, ED / POOR CONC. PIER FOOTING DECK & PORCH NOTES: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE O Z Z <z~o O o Z ADDITION ~=XICTIN~ 12 I"f I L_ f='ROf='OSEEP NORTH ELEEVATION 5GALE: Y~" = I'-0" ~¥1~IED ON 8" PC, PIER ON BIe FOOT ~0 ADOITION EXI~TIN~ I0'-0" I 4'-0" 2"XI2" PRAIN TO NEW DRYHELL TO EXIST. BAR 12" OG (2) I%"x11%" / i 0 PIN TO EXIST. FNO I,~#4 BAR 12" 0~. ('I"'¢P) AREA OF f=J QANTI i AP.lEA Of= EXISTIN¢ FJ OANTILEVER ~1' I!PC~ PIER ON BI,~ FOOT ;20 (¢Ei E ~PE¢-,,¢. ~I"tEET) PROPOSED FOUNDATION PLAN ¢OALE: Y4" = I'-0" NOTE: {/I~ ~E¥1SION 01-4-0-/] <z~ o o z ~ ~"X4" TIHt~t~t~,TI~K TOP ~E~KINO (lb'Pi 4"X4" A~ PO~T l~U~ll~t=~ON C, ONNt~GTOI~ TO ~' ~ct PIEt~ ON ~1~ POOT ~0 (~E_E ~6S. 2" X ~D" P.t=. ct.J. @ I&" 0.6% IN/R-D,O BETINt--EN LIVII',I® ~M FLO0 CONST. DATH ~ /k - ¢~) P/4"xn~"LVL 12 J-/ (VIP:: I,~ATG. H t~XI~TIN~) DASENIENT 4" P.O. SLAB ON, & ~L POLYETHYL~:Nt-' ON COMPAOTt~P EARTH 2'X2'XI~ PG PIEP- NOT~: · ~ON~d. TOt~-, TO VE~IP"K ALL ~:XID_TI_.N?__~O~NoDi~;~j~,TiON AALL GONST. t~ONT ONLY: CEDAR SHINGLES (~" EXPO~Ut~I~) OVt~t~ ~0~ ~ELT ON ~8" ~-I~ INFLATION BT~N W AP~O~D HU~IGA~ ~P5 TO PLA~ T-Ill ON ~-Iq INSULATION D~P5 TO PLA~5 (S~E D~ClDI~ATIOND OUTSI ENTitY J/j~ t~EVISION q-4-O~ Z ~