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Home My WebLink About34536-ZFORM NO. 4 TO,tN OF SOUTHOLD BUILDING DEP~_RTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34055 Date: 11/06/09 T~IS u~RTIFIES that the building NEW DWELLING Location of Property: 280 YOUNGS AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 141 Block 1 Lot 31 subdivision Filed Map No. __ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 27, 2009 pursuant to which Building Permit No. 34536-Z dated MARCH 30, 2009 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 ONE FAMILY DWELLING WITH COVERED PORCH AS APPLIED FOR. The certificate is issued to DANA DESTAFANO MEYRAN ( OWNER ) of the aforesaid building. SI/~I~LK C~)~ DEPAR~T OF ~IF2%L~{APPROlL%L R10-09-0019 ~3~-r~ICJ%L ~KRTIFIC3~ NO. 4028515 pLUMB~ CERTIFICATION DA'£~ 10/14/09 THOMAS SCHENKER 11/02/09 09/23/09 Rev. 1/81 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 reqmrements~ B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: t. 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 shail state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. . New Construction: ~/ Old or Pre-existing Building: (check one) Location of Property: 5} ~ }47C~ ~q ( ~.2~ //ff~l,~F~ Y}ff //q5 L House No. ' - ~)- ~lireh Hamlet Owner or Owners of Property: J~ Suffolk County Tax MapNo 1000, Section / lock [ Lot '~ / Subdivision Permit No. 3V53~ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ g~ ,g.~t~ Final Certificate: Date of Permit. Filed Map. Lot: Underwriters Approval: q~ ~ ~ ~ (check one) Applicant Signature =; BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS ~ BUREAU OF ELECTRICITY ~D 40 FULTON STREET ~ NEW YORK, NY 10038 =; CERTIFIES THAT ~ Upon the application of upon premises owned by MIKE MEYRAN SABAT ELECTRIC FA 50 PAT LANE 280 YOUNGS AVE FA MATFITUCK, NY 11952, MATTITUCK, NY 11952 ~ Located at FA 280 YOUNGS AVE MATTITUCK, NY 11952 ~ Number: Certificate Number: Application FA 4028515 4028515 ~ Lot: Building Permit: BDC: Section: Block: FA ns11 ~ Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: . , Basement, First Floor. Second Floor, Outside, 3 Lp5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on thez3rd Day of September, 2009. Name QTY Rate Ratin~ Circuits Alarm and emergency equipment Sensor 2 0 0 Carbon Monoxide Sensor 6 0 0 Smoke Appliances and Accessories Exhaust Fan 1 0 F.H.P Future Appliance Feeder I 0 20 Amps Pump Motor 1 0 1 H.P Service Service Disconnect: 1 200 .... cb ServicelPhase3w Service Rating200Amperes Wiring And Devices Dimmer 8 0 120 V Fixture 40 0 Incandescent Outlet 40 0 Fixture Outlet 68 0 Gen, Purpose FA Paddle Fan 3 0 Receptacle I 0 30a D~jer FA 7 0 GFCI sea/ Receptacle Continued on Next Page I of 2 FA This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by SABAT ELECTRIC 50 PAT LANE MATTITUCK, NY 11952, Located at 280 YOUNGS AVE MATTITUCK, NY 11952 Application Number: 4028515 Section: Block: Lot: MIKE MEYRAN 280 YOUNGS AVE MATTITUCK, NY 11952 Certificate Number: 4028515 Building Permit:. BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the2.~rd Day of September, 2009. Name OTY Rathe Rating Circuits Type Receptacle 46 0 ' - : -Gen, Purpose Switch 36 0 Gen, Purpose 2 of 2 ~seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 10-07-09;13:11 ; 915165616945 ; # 1/ 1 Town Hall Annex $4373 Main Road P.O. Box ] 179 Southold, New York 119714}959 BUILDING DEPAR'rMEN'r TOWN OF $OUTHOLD Telephone (63 I) 765.1802 Fax (631 ) 765-9502 BLDG. DEPI. TOWN OF SOUIHOLD CERTIFICA'flON Date: / o/l~/~O o~..,. ......... Building Permit No, Owne*: ................... ( Please-prtmt) (Please print) lead. 1 certify that the solder used in the water supply system contains less than 2/10 o f 1% Sworn to b¢tbre Ine this _.ff..~._.~ dayof O&J~''*~' , 2009. Notary Pub~ ' < ' Notary Public, State of New York No. 01BL6022854 Oualified in {~ueens County , Commission Ex'r,,Aren }Zarch 29, 23// FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34536 Z Date MARCH 30, 2009 Permission is hereby granted to: DANA MEYRAN 280 YOIINGS AVE SOUTHOLD,NY 11971 for : DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 280 YOUNGS AVE County Tax Map No. 473889 Section 141 Block pursuant to application dated MARCH 27, 2009 Building Inspector to expire on SEPTEMBER 30, MATTITUCK 0001 Lot No. 031 and approved by the 2010. Fee $ 1,226.40 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ] RRE RESISTANT CONSTRUCTION R~A~S: ~~~~~ DATE ¢'-~-~-" Y INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~JJNDATION 1ST [ [~"] FOUNDATION 2ND [ ] ROUGH PLBG. ] INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: .,~ . '~ DATE INSPECTOR ~~___~Y~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~,~FRAMING ~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: "'~~ ~~/~~ ' DATE --~-7'"- o7 iNSPECTOR~~'~-,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ] FOUNDATION 2ND ~..FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY ~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. /~ INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENEI'RATION REMARKS: DATE 7-";J~ --~p iNSPECTOR ~__,.~. ~ ~./~~_~.-TOWN OF SOUTHOLD BUILDING DEPT. ~ ~.~,'l.~.~/./~ 765-t802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ,/ FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING ~ FINAL .~' ' """"-~'"~. ~___~.~. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [~ FINAL /~ ', [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR DATE FIELD INSPECTION REPORT I DATE I COMMENTS ..................................... b ~~-~. ~~~'~ // ~ // ~ ~DITION~ CO~ENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined ,20 Approved ,20 Disapproveda/c/~/~/'~/~ Expiration ,20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PERMIT NO. Check L I ~ Pho~- BLDG. D~PI'. ' :'" -';- -- ' '-' ~ ' ' Building Inspector APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and o f 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 nvhat 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 fi.om such date. lfno 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. Thareal~er, 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 Southolds Suffolk Couaty, 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 necessaIy inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applican0 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of pramises (As~on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. ~ Plumbers License No. .., Electricians License No. Other Trade's License No. 1. Location of land on w. hich proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section J~J Block Subdivision Filed Map No. Lot 2. St ate existing use and occupancy of premises anql intended use.and oe,&upanc, y o f proposed construction: a. Existing use and occupancy '~3~l~r}At~ ~tnk~t~[._/ b. Intendeduseandoccupancy ~ fi/1~]l[l~l 3. Nature of work (check which applicable): New Building_ Addition V/ Alteration Repair Removal Demolition Other Work 4. Estimated Cost ~\C'~ ~ Fee ~7~)~j (Description) (To be paid on filing this application) 5. If dwelling, numbar of dwelling units Number of dwelling units on each floor If garage, number of cars 6. ] f business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensionsofexistingstmctures, ifany:Front "~l~l~t/Rear ~_(,~,y Depth Height. 1~ Number of Stories ~ Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories 8. Dimensions of entire new construction: Front Rear Height Number of Stories ~_ 9. Size of lot: Front ~ {30 ' Rear [t.OO t Depth 10. Date of Purchase ,~ ~ ~ [Ot~ Name of Former Owner ~33'X~. 11. Zone or use district in which premises are situated Rear .Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO V 13. Will lot be re-graded? YES NO v/Will excess fill be removed fi.om premises? YESv/ NO 14. Names of Owner of premises \'~'~l~fif0flr'~ Address t~)~t~13F0~ PhoneNo Name of Architect ~-~3121~_~'~19C~.J~.[~_ Address ~{eO '{)aec- tx~ , Phone No'/Ogvl Name of Contractor k'4~2~'r,',',',',',',',',~,~l'&0~l~t~,f'3~Address ~.lO~.~-~tla PhoneNo. 15 a. Is this property within 100 feet of a tidal wetland or a fi'eshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with acctLrate 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 resa'ictions with respect to this property? * YES__ NO ~ · 1F YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF __) being duly sworn, deposes and says that (s)he is the applicm~t (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed thc 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 Swarlkto. bethre me this ~-~ ~ ~ [ / d f L)/~[N 2o_ ~/iCKi TOTfl ~~] I ~ - ~ ota~ ~ ~ ~ N~ York Not~ Pub c ~ U a[.l~ m ~oIk ~n~ ~ - - ~ ~a~e of A(~ic~t ~0mm~ssi0n ~ r~ July 28, 20 [~ ' ~ O Tow____ n _of Southold E Es i ?LI1/e, dl. .mc?: ation & Storm-Water Run-off ASSESSMENT FORM Section Block Lot ' THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF STORM-WATER, GRAD NC, DRAINAGE AND EROSION CONTROL PI. N4 CERTIFIED BY A DESIGN PROFESSIONAL. IN THE STATE OF NEW It...~e m Number: 2 (NOTE: A Check Mark (~) for each Question is Required for a Complete Application} 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 sur[aces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! 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 Matedal w h n any Parcel? Yes No EXEMPTION: Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Quest on, a Storm-Water, Grading, Drainage & Erosion Control Plan s NOT Requiredl. STATE OF NEV? YORK, · COUNTYOF ...................................... SS That 1, ....~.~::~.~q.C.~'~.~" ................. '-'"..-" bcmg dui3 sworn, deposes and says that h~vs|m s die applicant fbr Permit, (Name of indivldua[ ~igning Document} (Owne , Contractor, Agenl, Corporate O~cer otc ) Owner and/op representative of fl~e Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this applicalion; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be pm'formed in fl~e manner set forth in the application filed herewi0~. Sworn to before me this; Notapy Public: ..~~. ta,~ub~,.State.~f.H~w.y~rk ~0. 01T06190696 ................. Q paljfied_ in .Suff,ol ,k ~u n~ I ~',.- (Signature of Appl,car¢) 4 wi,r this Appfication Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feel of Ground Surface?-- 5 Is there a Natural Water Course Running through the Ske? r~ ~// is this Project within the Trustees jurisdiction or within One Hundred (100' feet of a Wetland or Beach? -- 6 oneWi/r there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise tOHundred (100') of Horizontal Distance? r'~ 7 Wfil Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off r~ 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 or r~ ~'~ any I~em Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Wi'l this Projoct Requ,re Site Prep?radon withirl 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-Wa~er, Grading, Drainage & Erosion Control Plan is Required and Must be SubmRted for Review Prior to Issuance of Any Bud ng Permit! OWNER FORME~ OWNER SEAS. VL. OF ~OUI'#OLD PROP~TY Ii,CORD CARD ~_ ,~// VILLAGE SUB LOT W FARM CO 'h,'d~A. CB, MICS. ACR, TYPE OF BUILDING Mkt. Value LAND IMP. AGE NEW i FARM Tillable Woodland Meadowland House Plot NORMAL Ac re TOTAL - DATE REMARKS BUILDING CONDITION BELOW ABOVE Value Per Value Ac re FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD COLOR ~' ~ ~ 't'~ TRiM ' ~ M. Bldg. Exteneion Extension Extension Breezeway Garage Patio O.B. Total Foundation Basement Ext. Walls Fire Place Type Roof Recreation Room Dormer Bath Floors Interior Finish Heat Rooms ]st Floor Rooms 2nd Floor Driveway ? Dinette K. LR. DR. BR. FIN. B MAIN ROAD ~'TA/~E~OLFT~ TP, AF]C CONTROL TOWN HALL OFFICES SLIPEEV~SOR TOWN CLERK JI.IST~E COURT DATA PROCi~ING PUBliC WORKS ENGIN~JNG ANNEX OFFICES ACCOUN'i3NG BUJI,.DING D~ARTMENT TOWN ZONING BOARD OF APPE.~J..$ PLANNING BOAP~ LAND · PREb-'E~VATION TOWN ATTORNEY CODE' ENFORCEMENT Town Of Southold P.O Box 1179 Southold, NY 11971 Date: 03/30/09 Transaction(s): 1 1 * * * RECEIPT * * * Septic Permit - Operation - Resid. Receipt-8: 44318 Reference Subtotal 4391 $10.00 Cash Total Paid: $10.00 Name: Meyran, Dana 280 Youngs Avenue Mattituck, NY 11952 Clerk ID: CAROLH Internal ID: 4391 TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 12, 2009) FINE ~AND SP X 17' ~4.~o ~o~ ,,9 -% SURVEY OF PROPERTY SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-141-01-,31 SCALE 1"=20' AUGUST 27, 2005 NOVEMBER 12, 2008 ADDED PROPOSED ADDITIONS FEBRUARY 25, 2009 RELOCATED PROPOSED ADDITIONS MARCH 25, 2009 ADDED EXISTING SEPTIC SYSTEM &: PROPOSED WELL AREA = 15,960 sq. ff. 0..366 Dc. CERTIFIED TO: JP MORGAN CHASE BANK DANA M. DeSTEFANO BLACKSTONE LAND TITLE AGENCY, L.L.C. FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK EXISTING LOT COVERAGE DATA DESCRIPTION AREA g LOT COVERAGE EXIST. HOUSE 615 sq. fl, PROPOSED LOT COVERAGE DATA THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. N.Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor ~tle Su~eys -- Subdivisions -- Site Plons -- Construction Loyout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT M~DNG ADDRESS 322 Roonoke Avenue P.O. Box 1931 Riverheod, New York 11901 Riverheod, New York 11901-0965 g4-039]~ SURVEY OF PROPERTY $ITUA TED A T MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-141-01-51 SCALE 1 "=20' AUGUST 27, 2003 AREA = 1§,959.85 sq. ft. 0.366 ac. THE EXISTENC£ OF RI~4TS OF WAY AND/OR EASEMENTS OF RECORD, tF ANY, NOT S~ AR[ NOT GUA,~ANTEED. N.Y.S. Lic. No. Josel h A. ingegno Land Surveyor T~tle Surveys -- Subd/v/~ons -- S/re Plans -- C~st~ L~t ~E (651)727-2~ Fax (~1)727-1727 ~S L~ AT ~ ~ 522 ~E A~UE P,O. ~ 1~1 ~RH~, ~ Yo~ 11901 Ri~d, ~w Yo~ 11901-~5 23-299 MAR 2 ~ 2009 SURVEY OF PROPERTY SITUA T£ MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-141-01-51 SCALE 1"--20' AUGUST 27, 2003 NOVEMBER 12, 2008 ADDED PROPOSED ADDITIONS FEBRUARY 25, 2009 RELOCATED PROPOSED ADDITIONS MARCH 25, 2009 ADDED EXISTING SEPTIC SYSTEM & PROPOSED WELL AREA -- 15,960 sq, ff. 0.566 CERTIFIED TO: JP MORGAN CHASE BANK DANA M. DeSTEFANO BLACKSTONE LAND TITLE AGENCY, L.L.C. FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK EXISTINC LOT COVEP~4gE DATA D£$CRIPTION AREA LOT COVERAGE EXIST. HOUSE 615 =q. EXIST. GARAGE 544 mq, fi, 2.2~ EXIST. SHED 117 ~q, ft. 0.7~ EXIST. DECKS 290 sq, fl, 1,8~ PROPOSED LOT COVERAGE DATA TEST HOLE DATA N Y,S Dc. No, 50467 17' THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. Land Surveyor PHONE (631)727-2090 Fax (631)727-1727 ~4--039 MARCH SURVEY OF PROPERTY3c/-3-3('' MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-141-01-51 SCALE 1"=20' AUGUST 27, 200.~ NOVEMBER 12, 200B ADDED PROPOSED ADDITIONS FEBRUARY 25, 2009 RELOCATED PROPOSED ADDITIONS 25, 2009 ADDED EXISTING SEPTIC SYSTEM & PROPOSED WELL APRIL 5, 2009 STAKE HOUSE FOUNDATION APRIL 18, 2009 LOCATE FOUNDATION AREA = 15,960 sq. ff. 0.366 HdV THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED* PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEY5 AS ESTABLISHED 50467 Nathan Taft Corwmn III Land Surveyor PHONE (631)727-2090 Fox (631)727-1727 24-0391 SURVEY OF PROPERTY S£TUA TE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-141-01-31 SCALE 1"--20' AUGUST 27, 2003 NOVEMBER 12, 2008 ADDED PROPOSED ADDITIONS FEBRUARY 25, 2009 RELOCATED PROPOSED ADDITIONS MARCH 26, 2009 ADDED £XISTINO SEPTIC SYSTEM & PROPOSED WELL APRIL 5, 200g STAKE HOUSE FOUNDATION APRIL 18, 2009 LOBATE FOUNDATION OCTOBER 18, 200g FINAL AREA 15,960 sq. ff. 0.566 ac. RECEIVED---] OCT22 200,9 SUFF. CO, ,H, EAI TI,~ ~ E~TVfGE,~ THE EXISTENCE OF BIGHTS OF WAY AND/OB EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TffLE BY THE LIA ES AND APPROVED A~ Nathan Taft Corw n III Land Surveyor PHONE (631)727-2090 Fax (631)727-1727 FRONT ELEVATION SCALE: 1/4" = 1'-0" PLUMBER CERTiFIOA C, ERTIFIC, 4 T&- QF QOGUPANU SOLDbR ~ "?ED tN WATER SLI :'F;L ¥ F YS I EA4 CANNOT EXCEl: D :-v I0 OF 1% LEAD, RETAIN STORM WATER RUNOFF PURSUANT .TO CHAPTER 236 OF THE TOWN LODE. ~.l_x~__~.~.__ LEFT ELEVATION SCALE: 1/4" = 1'-0" CERTIFICATION OF NAILING & CONNECTIONS REQUIRED,: ALL CONSTRI raTION SHALL MEE'I' TE'~ ??' '[$ OFTHE (,Ou .~ · s ~ATE. ~DERWR~ CERTIF~Cj~'~ DO'NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APFROVEO. OCCU?ANCY 0R ",, :;,' iS UNLAWFUL 'i !40UT CERTIFIC~,TE .4-: OCCUPANCY N'r' 2009 ~cAu~ I/4" 1'O" JD REAR ELEVATION SCALE: 1/4": 1'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" HOUSE MEYRi~N, M,~TTITUCK,, NY JD f 17'-6" (21 VERIFY BILCO FOUNDATION SIZE / LOCATION PRIOR TO CONSTRUCTION w/OWNER FOUNDATION PLAN SCALE: 1/4" = 1'-0' 7) PROVIDE COMBINATION SMOKE/Co DETECTOR. DECTOR TO BE HARD-WIRED WITH BATTERY BACK UP 1"1E¥ ~/~,N, 1"1 ~,TTITU C.,"<, N ¥ II'-larch OS, 200~ JD 6110 , 1' "~(2) 2XG POST PANTRY 7'-41/2" 6235 2XG PORT COVERED PORCH 11'-9" 14'-0" 1), PLATE HEIGHT AT Y-O", 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0' 3) EXTERIOR SHEATHING TO BE I/2" THIEK FIR CDX PLYWOOD. 4). DOUBLE UP FLOOR ~'OISTS UNDER PARALLEL WALLS ABOVE PROVIDE BLOCKING AT S'-O" O,C. AND HIDSPAN. E). ALL EXTERIOR OPENINGS TO NAVE DESIGN-PRESSURE UPGRADES WHERE HOU,SE MEYF~,N, MATTITUCK, NY Ih'larchO,S, 200°~ I~CALBi/4". fo,, I JD 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0' HOUSE MEYer, N, M,&TTITUC. K, NY pc,. ..~ 0¢, 2009 ~c~uE 114" = I'0" JD .T ROOF PLAN SCALE: 1/4" = 1'-0' INSTALLED AT OUTSIDE CORNERS HOUE~E MEYer, N, M,~,TTITUCK, 10' (2) 3/4" SUBFLOOR POSTDOWN FROM RIDGE TO DBL. CJ REINFORCED w/#5 REBAR @11"0.£ e.w. (TYP.} 3/4"SUDFLOOR (TYPICAL) SECTION A-A SCALE: 1/4" = 1'-0" HOU MEYR~N, I'I,~TTITUCi<, NY 6C,~LE l/4" :I WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANFI AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATtVE FOR OPENING PROTECT[ON (IF NOT USING IMPACT GLAZING) 10" PC FOUNDATION DAMPROOFEXT, SECTION B-B SCALE: 1/4" = 1'-0" 3/~' SUBPLOOR (2) 11-7/g HL FL. B£AH £ONC, FTG. COLUHN HEADER 3&X23X12" CONC. FTG. POST SLOPE* 114. PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC Nonce i"IE'T'f~AN, MATTITUC. K, N'Y' 0~, 200~ DC~LE I/4" = JD STORM WATER MANAGEMENT DETAILS N.T.S. DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE CONSTRUCTION, FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY PRETREATMENT' AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE OGEE GUTTER - STANDARD 5" NOTES: 1). EXECUTION: A}. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2} PREPARATION. A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B), PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACRI/VING THE BEST RESULTS FOR THE SUBSTRAT£ UNDER THE PROJECT CONDITIONS. TOTAL ROOF AREA: 13g3,q SQ. FT. 100% WATER RUNOFF: 231.2 CU. FT. INSTALL (2} $' DIA. X 4' DEEP DRYWELLS AROUND HOUSE FOR ALL DOWNSPOUTS TO CONNECT CAPACITY: 33S CU. FT. MEYE~!,N, M,~TTITLiC~., NY P~' ~ O~, 2009 ~CAL~ I/4" = I'O" JD NYS ENERGY COMPLIANCE NOTES FOUNDATION: THE FLOOR OVER A VENTED CP. AWLSPAEE CONSTRUCTION, IF APPLICABLE, MUST BE WINDO~/S AND DOORS: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM= ACCORDING TO THE COMPLIANCE ANALYSIS. , RESt,beck $o'ltwere Version 4.2.0 G). SEALD.YWALLTOTNG.OUBHOPGRINBUSI"BADRES G. i,. INSULATET.EFLOONA.VET.E S G.EHT REFERTO PLANSPORRE UI"EDN-VALUE. Comp{iance Certificate 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FR^MING: PLUMBING AND ELECTRICAL: I). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING PRAMING. 2). APPLY ADHESIVE TO TOP OP BAND 3'OIST AND LAY SUBFLOOR OVER. SEALING PENETRATIONS. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST S). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING ~N PLACE. BE SEALGG. ~-). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. iN D~ETE,. CJRCU~TION PUHPS ,UST BE EQU~P/D W~H 5H~OFFS. ~). PROVIDE A ,~LgR ON THE TOP OF THE BO~O. ,~TE FOR BASEBOARD TR~H. SEAL ALL EDGES TO MAHE AIR BARRIER CONTINUOUS. HEATING. VENTILATION AND AIR-CONDITIONING (HVAC) ~TERIOR ~NTILEVEE FLOOR WITH INTERIOR ~R SEA~NG: 1). S~L ALL PENETRATIONS THROUGH THE BLOC~NG AND THE SUBFLOOR. MINIMUM EFFICIENCY STANDARDS. 1) IF ~VING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRA~ONS ABOVE GAUGE C~LING ~H ADHESIVE. ALL HEEHAN~L VENT[~T[GN SYST[HS ~UST NAVE CONTROLS TO SHUT DOWN ~HEN INTER[OR SOFF~ ON ~TER[OE WALL: ~ ~ ~ ~ ~ ~,~ I~ ~ ~ ~' ~ ~ ~ 2}. H~G DRYWALL OR OTHER ~R BAR,ER ON THE WALLS AND C~NG BEFORE FRAM~G INTERIOR SOFF~S OR UTILITY CHASES. DUCTS AND PIPES' 3). SEAL AIR BARRIER ~O~NTS INSIDE THE sorr~ OR CRASH. R-VALUE ~BELS ON THE OUTSIDE ZACKET {ECCCNYS [02.D.3). l}. SHEATH WALL BETWEEN WALL AND RAFTERS AND INSU~TE WALLS TO 2). IF RA~ERS ARE SUPPORTED BY WALL P~TE USE INSU~TION BAFFLES. -- ' REDUCED HOISTURE' ELECTRICAL BOXES, ~RGES PIPES AND OTHER OBSTACLES; AND SPL~ OVER CROSS A MINIMUM VEN~TION RATE OF 50 CFM/NT[RMI~ENT OR 20 CFM CONTINUOUS.2).1)' PROVIDEPROVIDE BLOC~NGI" CHANNELBE~EESFOR ~R FLOWRA~ERsABOVEovERINSULATION,wALL PLATE.UNDER ROOF SHEATHING. JOIST DETAILS BEAM and COLUMN DETAILS ® ® ® '~'l~l~ aolet Fr'amln~ This sheet Is Intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced far additional i~formation. ALLOWABLE HOLES - TJI Joists table A - End SuppoA .,.h..I,..I...L:J,2.J I I I I,.,131.J...l_.l...I I I I I ALLOWABLE HOLES - Beams and Headem ~ ' :""~'~ '~rJr,% ~ HOUSE MEYF~AN, I"IATTITUC:K, NY ~'~' II :oo~ eC~LE 1/4" = I'0" JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS HOUSE METRAN, MATTITUC,K,, NY March 08, 200~J 5cA~ 114" I'0" JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS RAFTER-TO-LEDGER CONNECTION RIDGE-TO-RAFTER CONNECTION HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION TOP pLATE ~ WALL STUD RAFTER TO PLATE/STUD CONNECTION HEADER-TO-POST/STUD CONNECTION SPLICED JOISTS OVER HEADER/GIRDER POST~;OLUMN POST-TO*GIRDER/HEADER CONNECTION POST-TO-DECK CONNECTION POST-TO-GIRDER/HEADER CONNECTION CEILING JOIST TO BLDG. CONNECTION DECKJPORCH LEDGER CONNECTION FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER HOLLOW COLUMN UPLIFT HEADER/GIRDER~TO-POST CONNECTION POST DECK POST FTG. CONNECTION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA DECK AND COVERED PORCH NOTES: NAILING SCHEDULE ROOF SHEATHING; ROOF FRAMING: WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY SPACING N°TES TOP pLATE TO PER TOP pLATE 2 - 16d COMMON FOOT FACE NAIL TOp pLATES AT JOINTS FACE DECK FRAMING: JOtNT DESCRIPTION NAIL NAIL Q~, SPACING NOTES JOI O: PER TOE TOJO'ST )~ ~'~./1~ ~ TOE ~OUSE '~' 1~ ~arch O,, 200, IsC~l/4" = I'O" I JD I I TYPICAL FIREPLACE SECT[ON ~4OKE SIDE SECT[ON CONVEN'F[ONAL FIREPLACE TYPICAL FIREPLACE FRAMING DETAIL RUMFORD FIREPLACE DETAIL AT CHIMNEY INSTALLATION OF WOOD FRAMING BRICK CHIMNEY CONCEALED BRICK CHIMNEY EXPOSED STEPPED-PAN THROUGH WALL FLASHING FLOOR FRAMING AT FIREPLACE FIREPLACE HEARTH EXTENSION REOUIREMENTS GENERAL FIREP~ F]REBOX WALLS FIREPLACES BACK TO BACK IN PART¢ I FIREPLACE CLBABANCE hlEYR~AN, MATTITUC;K, NY March O~, 2OO~ ~c~E I/4" = fo" JD GENERAl_ NOTE5 CONSTRUCTION NOTES: FOUNDATION NOTES: I. The General Contractor and Mason fa review plans, etsvagons, details and notes to determine intended heights of flnlched floor(s above [yp c~ grade 2). All footings te rest on unrkthurbed (v#gln) so~L 3, Provide 1/2 expansion laint material between concrete slabs and abut[lng concrete or masonry wails occudng ~n exledar or unhea ed Intedar areas 4}, Any new concrete walls being attached to exlsgng concrete structure shall be InstMled with #4 re-bar, t 8" long et 12" c.c. Use approved epoxy for Instellahon [. Unless othe~vlse noted MI slabs on grade to be 2500 p s i. Concrete to be ~oured on 4 inch thick sand or grave ttw th 6x6 wire mesh rthnforc ng nter or s abs ~ be minimum 3-112 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers), 6 Crawl spaces to be provided with a minimum Itt"x24" access opening, thstell one 8xl tt cast Iron foundation vent for every 150 sq, E. a ama, FRAMING NOTES I}. All framing techniques and methods as prescriptive design of 1 ttgS SSC High Wind :"dltlon Wood FramMg Construction Manual. !}, Unle~ othe~vlse noted, all framing and structural wood material to be #2 + BTR. >ouglas Fir L Floom, walls, celhngs and raftem to be ppaced at 16 inches o e. unless noted Unless otherwise noted ~ all bearing wall heedem [o be (2} 2x10 #2 + BTR. Doug Fir aring wall headers to have (2} Jack studs and (2) thll length studs on each side of all >penings LVL headers to have (3) jack studs and (2) full length MUdS on each side of ~penlngs. Beadng wall winbow silts shall also have (2) window sill plates for 2x4 wall ~nd thOCklng where applicable. 5. Ail Sush beams headere to be installed wBn heaw duty gslvinlzed hangers and needed. adhered with PL4tt0 sdhes ve end screwed o floor joists. Finished floor to be Instellbo torch down type material over, WIND FRAMING NOTES R[,D.G E-TO-RAFTER ASSEMBLY I-114 x 20 gauge strap she be attached o each pair of rafters In acco dance o table 3,4, /Vhen a cthlar tie is used in leu of a ddge strap, the number of f0d common nails required n each end of the ctsler tJe need not exceed the tabulrded number ef Sd nails In the slrap. ]), RAFTER-TO-WALL ASSEMBLY: _ateral #amlng and shear well connections for rafter, ceiling or tress to top plate shall be m ]ccordance to table 3,3. When a rafter or tress do not fall in line with studs below, raftem 3r trusses shall be attached to the wall top plate and the wall top plate shall be tetechbo to :he to the wall stud with uplift connections. Roots ovethang[ng the rake side of the bu[Icing shall be connected wdh uplth connections In accordance wfth table 3.3c. 3, WALL-TO-WALL ASSEMBLY. ~/all studs above and studs be ow a floor lave] shall be at[ached with uplift connections in accordance wgh tstse 3.3b. When wall studs above do nol fall in fine wdh studs below, the studs shall be attached to a common member in the floor assembly with uplift connectom in accordance with table 3 3 4. WALL ASSEMBLY TO FOUNDATION: F~rst was studs shall be connected to the Munda mn, sill pla e, er bDt[om pltee with upi ft connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and stsb-on-grade, 15 Inches ~n masonry block foundaUans, ar Japped under Ihe plate and na~ed In accordance with table 3.3b When steel straps are tspped under the bottom plata, 3 inch square washes shan be used wdh the anchor bolts Anchor bolt spacing Is to be spaced and sized in accordance te table 3.2a. In edditrbn to ppaclng, anchor bolts are to be ppaced be[ween 6-12 inches Eom the end of a sill plate and all 5, TYPE I EXTERIOR SHEARWALL CONNECTIONS: 7. INTERIOR SHEARWALL CONNECTIONS: DECKAND COVERED PORCH NOTES: [ , Untass othe~NlSe noted, all framing matadal to be #1 ACQ pressure treated lumber. rtl fasteners, hangem and anchors to be ga v n zed or stainless steM, ~ GirdersterdeckjoiMstobebolted oeachpothwlthWashemandnuts, ~irdem on concrete ptsm she be anchored wi h proper steel connectom anchored nte concrete with a minimum 1/2" d~a x 7" long anchor bolt wrih washes and nrds ~. Pests supper tln,g,,girders,,shall be anchored to a 12"xt 2"xl 2" thick concrete footing, dseamlnlmuml/2 dax7 ongenchorbol wl h washers and nuts. FootingsSbollbeTft )Mow grade, Porches with covered recta shall have 12' die, concrete pies for the g~rders ~). Dech joists to have blocking at S'0 a,c., 5 A mlnlmum of t g inch flashing chthl be installed between the bullcing and ledger. _edgertebetestenedtobuddngwth S de, bciswShwashersandnuts Nhem needed, Concrete piers shall be a minimum S" above grade All Joists to be supported wi~h hangers and anchors. Each Joist shall also be anchored girder(s). ~). Covered Roots CHeil be assembled and anchored the same manner as a typical building PLUMBING NOTES t ). All water supply, drainage and venting to be installed as per N,Y S Residerdlal ), If well studs plates (~r joists ara ~Jt out dunng [nstcilaSon for any plu mblng rcieted work, HVAC SYSTEM NOTES 1 ). Mechanical subcontractor Is responsible for adhebong to all applicable cedes and safety ELECTRICAL NOTES: 1 ) All electdcth to be insttsMd as per N Y S. Resldenhal Construction Code 2)* All electrical work shall be approved by a qualified Unde~vritsr 3. Install Smoke detectors and Carbon Monoxide detectors throughout as per secgon R317 of N Y S, Reslbontlal Cons#uct on Code, NAILING SCHEDULE ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION Q~'. SPACING RAFTER TO ,' WALL: 3-gd COMMON EACH rOE-NAIL TOP PLATE lO' WALL. zl-Sd COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH rOE-NAIL TO TOP PLATE IS'WALL:4~d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFSM - SBC LAP NAIL CEILING JOIST LAPS .AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTER WFSM - SBC END NAIL BLOCKING 2 - 811 COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - t6d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTIONI QTY. SPACING TOP pLATE TO, 12_ 16d COMMaN PER FACE NAIL TOP PLATE FOOT SEE NOTE: ~ JOINTS FACE TOP pLATES AT ~ 16d COMMOi~ INTERSECTIONS EA. SIDE NAIL STUD TO - fBd COMMOFl 24" FACE STUD O,C, NAIL tS" O C, FACE HEADERTO t6d COMMON ALONG EDGES NAIL HEADER TOP OR BOSOM - 16d COMMOh PER 2xd STUD END PLATE TO STUD - tBd COMMOh PER 2x6 STUD NAIL SOTTOM PLATE TO: PER FACE NAIL :LOOR JOIST, BAND JOIST - 16d COMMOh FOOT SEE NOTE: 1 END JOIST OR BLOCKING FLOOR FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING PER TOE JOIST TO: 4 - 8d COMMON ~ILL, TOP PLATE OR GIRDER JOIST NAIL EACH TOE :{Oaf SHEATHING: JO,NTOESCR,PT,OS CEILING SHEATHING: WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL gd COMMON AS PER TAttLE 3 g PANELS WFCM - SBC 7/16" OSB 6d COMMON 3" D.C. EDGE PLYWOOD 6" O,C. FIELD 7" O C EDGE GYPSUM ~ COOLERS 10"O.C.FIELD WALLBOARD FLOOR SHEATHING: NAIL JOINT DESCRIPTION ~.~ 12"SPACINGo.c, FIELD t" OR LESS 8d COMi~ION STRUCTURAL PANELS 6" O.C, EDGE NOTES: THESE NOTES ARE ONLY TO ~E REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1 ). No,Ling requirements are based on wall sheathing nailed 6" eh-center at the panel edge. If wall sheathing is nailed 3" on-cecier at the panel edge to obtain hfgher shear capacities, nailing requirements for structural membors shell be doubled, or alternate connectors, such as shear platss, shall be used te maintain Icad path 2). When wall chetehtstt is conbnuous over connected members,the tebciteed number ef nails shall be permlfted to be reduced tel - t 6d nail per foot PL,dN CONTENTEd.- ,SHEATHING LOCATION d PERIMETER EDGE ZONE GABLE ENDWALL RAKE AND RAKE TRUSS iNTERIOR ZONE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD 45LBS. 120 B SEVERE 3FT,MODERATEToHEA,v.y MODERATESLIGHTTO ff NONE - ROOF SHEATHING RES LIIREMENTS FOR WIND LOADS: NAiL SPACING RAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES: 1 ( BOTH FIELD~) ]d COMMON ~ S" D.C. 8d COMMON @ 6" D.C. SEE NOTES: 1,3 ~dCOMMON@6'OC 8dCOMMON~12"O.C. i NOTE2FORPANELFiELD i 3d COMMON ~ 4" D.C. §d COMMON ~ 4" D.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY t ). Faf root sheathing wShln 4 feet of the perimeter edge of the rcof, including 4 feet an each s~de of the root peak, [he 4 thot perimeter edge zone attachments required shall be used. 2}. Tabulated 12 Inch o,c. na~l spacing assumes sheathing attached to rafter / tress framing members with G>O.#9 For framing members wrih <g 42<G<0,49, the nail spacing shall be reduced to 6 inches c.c. 3), Tabulated 4 Inch o c. nail spacing assumes sheathing to rafter / ~uss flaming membem with G>0.49. Far flaming members wrih 0.42<G<0.49, the na~l spacing shall be reduced to 3 Inches c.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT pANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE Bd COMMON @ 6" O,C, 8d COMMON @ 12" O.C, ~EE NOTES: t, 3 ( BOTH FIELDS gd COMMON @ 6" O C 8d COMMON @ 12' O C NOTE: 2 FOR PANEL FIELD INTERIOR ZONE SEE NOTE, 3 NOTE S THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ) Far wall sheathing within 4 feet of the comers, the 4 toot edge zone attachment requlremerds shall NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1 ). PROVIDE 518" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS W[TH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ, 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 15 HOUSE MET'RAN, MATTITUC:K, NY Hal'ch O~, 2OO~ l/4" = 1'O" JD ADDENDUM TO PERMIT # 34536 OCT 15 200§ ~" P~ ~TAININ~ V~All ON I(~"×~" FOOTIN~ ~U('~)~*4 SECTION A-A SC. ALE, %" = P-O" ~UAI~:~ I~AIL HOUNTED 4'-0" OcT. IN ~TAININ~ p~k/ W HAN~AIL ~OHN 5TAIt~D ~a~E PINI~ TO ~I~. ~A.GDH~NT FOUNOATION PLAN 5C-,ALE.. ~" = I'-0" MINIMUM HANDRAIL8 ~ HANDRAIL CONNECTION 4" DIA. MAXIMUM - GUARD RAILING SOUTHOLD BUILDING DEPARTMENT CRITERIA OCCUPAi~Y CLASSIFICaTiON R~3 REGIDENq~AL- SEC]ION 310 BUILDING CODE USE DWELLING UNIT- SECllON 310 - 310,2 FIRE AREA (si) 166 SQ FT 1 0Fl