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HomeMy WebLinkAbout35452-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/11/2012 No: 35724 Date: 5/3 !/2012 THIS CERTIHES that the building Location of Property: SCTM #: 473889 Subdivision: SINGLE FAMILY DWELLING 390 NORTH SEA DR SOUTHOLD, Sec/Block/Lot: 54.-5-18 Filed Map No. Lot No. filed in this officed dated 35452 dated 4/8/2010 conforms substantially to the Application for Building Permit heretofore 4/6/2010 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which tiffs certificate is issued is: one family dwelling with covered porches, enclosed porches, first and second floor decks, arbor, and two car garage under as applied for. The certificate is issued to Paul & Deborah Belica (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIHCATE NO. PLUMBERS CERTIFICATION DATED 5/18/12 R10-09-0057 1/25/12 35452 11/28/11 /~/ Thomas H~n flu or ? tonsure FORM NO. 3 TOWN OF SOUTNOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35452 Z Date APRIL 8, 2010 Permission is hereby granted to: PAUL & DEBORAH BELICA 129 KILBURN RD GARDEN CITY,NY 11530 for : DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH A TWO CAR GAR3tGE UNDER WITH PORCHES & DECKING AS APPLIED FOR; FLOOD PMT. INCLUDED at premises located at 390 County Tax Map No. 473889 Section 054 pursuant to application dated APRIL Building Inspector to expire on OCTOBER NORTH SEA DR SOUTHOLD Block 0005 Lot No. 018 6, 2010 and approved by the 8, 2011. Fee $ 3,997.10 Authori{ed Signature COPY Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 7654802 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 sttrvey of property with accurate 'location o f all buildings, property lines, streets, and unnsual 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 0fFire Underwriters. 4. 'Sw. om 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 Complianea'from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements· B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly eogmpleted application and consent to inspect s~gned by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicanL C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, ~ Swimmir~g pool $50·00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00= 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $_25 · 4. UpdatedCcrtificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date (check one) New Construction: Location of Property: House No. - Owner or Owners of Property: ~LCL [ · Suffolk Co~nty Tax Map No 1000, Section. Subdivision Pellnit No. '~'--~/g~~°~) Date of Permit. Health Dept. Approval: Planning Board Approval: Old or Pre-existing Building: Street Hamlet Filed Map. Lot: Applicant: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ ,-.-.~0, ~ Final Certificate: .? (check one) Applicant Signatm e Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY I 1971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, richert~town.southo d ny us BUILDING DEPARTMENT TOWN OF SOUTI-IOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Paul Belica Address: 390 North Sea Drive City: Southold St: NY Zip: 11971 Building Permit #: 35452 Section: 54 Block: 5 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Luminaire Electric Corp LicenseNo: 37665-me SITE DETAILS Office Use Only Residential l~ Ind°°r R 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 A/C 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 J_~ CO Detectors Fluorescent Fixturel.~ Pumps Emergency Fixturesl~ Time Clocks Exit Fixtures [__~ TVSS 300a underground service, 7 exhaust fans, 5 paddle fans, 3 hydro massage tubs, 8 ARC fault circuit breakers, 1 GFCl protected steam unit, 1 20a elevator circuit Notes: Inspector Signature: Date: 81-Cert Electrical Compliance Form CERTIFICATION Date: Building Permit No. Owner: (~('~ D ~ (Please print) Plumber: '~ClI~..; (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 /J/~ ,20 Notary Public, ~ {~ounty (Plumbers Signature) [ ] FI~E~SlSTAHTC~XiSTIIU~'KXl [ ]FIHERESm'ANTPmETllATION REMARKS: DATE ' / ~ I~CTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,~ [ ] F~DATION 1ST [ ] ROUGH PLBG. ~._~~//]~.~ JND AT I ~i~.,. [ ]INSULATION ~, ~ F~MING/~ [ ] FINAL ~ [ ] FIRE.CE & CH~N~ [ ] FIRE S~ INk. ION ~ [ ] RRE R.~~~ [ ] FIRE R.l~ ~0N 765-1802 INSPECTION ] FOUNDATION 1ST [~tl:IOUGH PLBG. [ ] FO~/DATION 2ND [ ] INSULATION [ k~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTMIT CO#STRUO11ON [ ] FIRE RESISTANT llENETRATION REMARKS: ~i~"~.._~./~''~,~ ~_~ ! ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECTI ON [ ] FOUNDATION 1ST [L,,']"ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING FIREPLACE & CHIMNEY RIlE RESISTANT CONSTRUCTION REMARKS: ] INSULATION ] FINAL ]~ IN~ig~.C~ION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [J~q~aH-PLBG. [ ] FOUNDATION 2ND ~ INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]~JL-ATION [/-"]'FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELEC'I'~,~L (ROUGH) [ ] ELECTRICAL (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 [ ] FIRE RESISTANT CONSTRUCTION[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR-'~(~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ]] I~SU~ FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL(ROUGH) REMARKS: ~--~ ,~ ~- [ ] ELECTRICAL (FINAL) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] ~UI.ATION [ J/]/l:l NAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL} REMARKS: ~-~ C ,~"'~ DATE INSPECTOR 1KCHITECT MARK SCHWARTZ & ASSOGIATES 284!)3 M~tin Ro:ld · PO Box 9:33 · (:tlt~'h~gut'. Nh' 1193,3 (~31.734.4185 [ May 21, 2010 Southold Town Building Department Main Road Southold, New York 11971 Re: Belica House 390 North Sea Drive Southold, New York Permit # 35452 1000-54-05-18) MAY 2 1 2010 BIDG, DEPI. TOWN OF SOUTHOID Dear Mr. Fish: I have been to the site and inspected the foundation, footings and re-bar (see photos and detail on sheet A-3b dated 05/21/10). There are two #5 rebar in the footings as shown on plans. I hereby certify, to the best of my knowledge, the footings and walls have been constructed to exceed the NYS code requirements. Please call this office ff you have any questions or require additional information. Vep Mark Schwartz FOUNDATION (1ST) FO~A~ON i STATE E~R~ CODE ~D~O~ CO~TS ' ~ ~,~ , /Iq//~ TOWN OF SOUTH~OLD BUILDING DEPARTMENT TOWN HALI~ SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying7 Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees PERMIT NO. 35'45 3_ l/ Flood Permit Examined ' ~ ,2010 Storm-Water Assessment Form Approved ~ ~ , 20 }0 Contact: Ma,,to: ¢r4 Disapproved a/c Expiration I ~] {>, 20 }~ /~~ tBuilding Inspector  LICATION FOR BUILDING PERMIT .,.,-, Date e,j/ eJ/o a. Fhis ~.T~e comple~ y ed' by type riter or in ink and submitted to the Building Inspector with 4 sets of pla ts~mt~~ccording to schedule. b. ~ng location of lot and of buildings on pre~nises, relationship to adjoining premises or public streets or areas, and wate~ays. c. The work covered by this application may not be commenced belbre issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Pe~it to the applicant. Such a permit shall be kept on the premises available lbr inspection throughout the work. e. No building shall be occupied or used in whole or in pa~ for any purpose what so ever until the Building Inspector issues a Ce~ificate of Occupancy. l~ Every building pe~it 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 afikcting the property have ~een enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new pe~it shall be required. ~PLICATION 1S HEREBY MADE to the Building Department K>r the issuance of a Building Permit pursuant to ll~e Building Zone Ordinance of the Town of Southold, SuflBlk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alteratious or lbr removal or demolition as applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and authorized inspectors on premises and in building for necessary inspections. State ;vhether applicant is owner, lessee~ngineer, herei~escribed. The :ips~and to admit (Signature of appl~ >r name, ifa corporation) general contractor, electrician, plumber or builder Nameofownerofpremises /~C/O- ~] &~/~/~' (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. Locatio~n ~'land on which proposed be done: House Number Street County Tax Map No. 1000 Section E~f-'- Block Subdivision Filed Map No. Lot Hamlet State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~'//t,/~'(7~' ~P--',~rqll6,,,~ b. Intended use and occupancy ~',~ ~ ~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial,.~r ~mixed occupancy, specify nature 7. Dimensions of existing structures, if any: Fronf Height. Number of Stories and extent of each type of use. Rear _Depth Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth. Height_ Number of St0ries Dimensions of entire new construction: Front Rear Depth Height Rear 9. Size of lot: Front _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated t/~ ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES mNOX 13. Will lot be re-graded? YES~ NO Will excess flu be removed from premises? YES NO ,X' 14. Names orOwner of premises ff~6[ C~ Address C~ C ,~, Phone No. S/d ' ZCZ- Yd/~ NameofArchitect )E ~~ Address ~ i;jj o PhoneNo 7~/~[ Name of Contractor Address Phone No. 15 a. Is this prope~y within 100 feet ufa tidal wetland or a freshwater wetland? *YES NO~ b. Is this prope~y within 300 tbet ufa tidal wetland? * YES · IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate tbundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO~_ · IF YES, PROVIDE A COPY. CONNIE D. BUNCH Notary Public. State of New Yoll~ SFATE OF NEW YORK) No. 0IBUC1850§0 Qualified n Suffolk County. _ COUNTY Commission Expires April 14, ~'OL_..~. (Name of individual signing co' ntract) above namedff (S)He is the ' - (Ct~nt~acto~ Ctorporate OCcer, etc.) of said owner or owners, and is duly authorized to perform or have perfomled the said work and to make and file this application; that all statements contained in this aPplicat?Cn are tree to the best of his knowledge and belief and that the work will be performed in the mariner set forth,'.t~licatton filed therewith. Swum to before me th~s '~ '~____ day of ~-----~r~ar~Tc ~ ~' Applicant OWNER TOWN OF SOUTHOLD PROPERTY RECORD CARD ZOO /0o 0 AGE IMP. NEW FAEM NORMAL Acre Tillable House Plot ~ Totol I STREET VILLAGE TOTAL S FARM COA~4. CB, MICS. DATE REW',ARKS SUB. ACR. /. d~ BUILDING Mkt. Value 9K~o~ BUILDING CONDITION BELOW ABOVE Value Per Acre Vatue FRONTAGE ON WATER LOT BULKH~D DOCK Extension Porch Breezeway 0.8. Total I Foundafi on Basement jest. Walls /YZ/' JFire Place JT~e Roof ,~-,~'.J ?ecreation Room jDormer J Bath Floors Interior Finish Heat Rooms 1st Fioor Rooms 2nd F[oor ' Driveway inetre ]DR. BR. FIN. B /0-12-10;12:31 'lbwn Hall A~ 54~75 Main P.O. g,~x I So.thold, ,NY 11! ; 3459321 ; # 1/ 'J'c~:pl~or~ ((~;~1) 76,5-1802 ro er ' - _..t;~× (~31) 765-950,~ Q , ncnemo~own.soutnord.n¥ BUILDING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REOUESTEO.¥: Company Name: License No.: Phone No.: JOBSITE INFORMATION: (*Indicates required info~ation) *Name: 'Address: *Cross Street: *Phone No.: Date: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If neededJ {~/NO YES ~ 350 400 Final *Service Size: ~ 3Phase 100 150 200 Other *NewService: ~Re-connect ~ NumberofMeters a~----~-~-~ Overhead Additional Information: PAYMENT DUE WITH APPL-I-~ATION 82-Request for Inspection Form FA×FSi 513112012 10:47:14 AM PAGE 21002 F&X Server U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency Nalional Flood Insurance Prograru ELEVATION CERTIFICATE Important: Read the instructions on @ages 1-9. SECTION A - PROPERTY INFORMATION OMB No. 1660-000S Expires March 31,2012 Al, BulldfeJ;I Owner's Name A2. Build!hi Sheet Addres,s~ (including Apt.. Unit. Suite. and/or Bldg. No,) or P.O. Roule and Sox No. City ~.O,j.f~OiC.~ Stale /LJ¢~/' A3. Property Des~plion (Lot and Block Numbers, Tax Parcel Number, Legal D~cripit.o.n, etc.) A4. Building Use (e~g., Resldenital, Nora .Resldeng~, A~ffiiton, Aecesso~, etc.) ~.~ A~ AS. Lalitude/Longitude:Lel. /'~1"o~. ~1" /~ ong.... '/Z-~ 'Z~"'/~-;' I.~' HorlzontalDature: []NAD1927 I~"NAD1983 A6. Altech of leasl 2 p~ofogrephs of the building if the Cerit~cetu ls being used tu obtuth good Insuranse. AT, Building Diagram Number 7 C AS, Forabulldingwilhac~awispaceorenclesure(s): A9. For a building with an attached garage: G a) Square footage of attached garage {10 sq ft b) No. of permanent ~aod openings in Ihs atteched gorage withl~ 1.0 foot above edJooenl grade , O c) Total net area of flood openings In Ag.b 0 sq In d} Engineered flood openings? [] Yes [~'No a) Square I'onlage of crawispece er encJosure(s) b) No. of peonanent flood openings In the cmwlspace or enclosure(s) within 1.0 foot above adjacent grade o) Tolal nel area of flood openings in AS.b /~,2~ sq in d) Englneeredfloedopentngs? r-~Yes ~No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Corumunity Number f B2. Coontv Na~e 5 ~'~'~ I~ af .... Go 13 I I B7. FIRM Panel J B4. Map~anel Nuruber Bb. Suffix B6. FIRM Index EflecliveJRevised Dale B8. Flood G Io 3 c.o 5-W 14 petsZone(s) B10_ ledicate the oource of the Bess Flood Elevalloo (SFE) data or bace itond depth ectered In item Bg. [] FIS Profile r~ FIRM Corumunity Determined [] Olher (Describe) S11. tudlcele elevalion datum used for BFE In Item Bg: [] NGVD 1929 [~NAVD 1988 [] Other (Describe) 812. Is ~he bulldtug fficotad in a Ceaslal Ba~er Resooraec System (CBRS) area or Other, Mce Pretuctud Area (ePA)? Dnslgnaflon Date [] CBRS [] ePA lB3. State Bg. Sase Flood ErevaUon(s) (Zone AC. use.base flood depth) SECTION C - BUILDING ELEVATION INFORMATION (SUR.VEY REQUIRED) C1, Buildlng elevallons am based os: [--] Constmclton Drawings" r-lBuildingUnderConstrustlon® [~'FintshedConstru~on *A new Elevafloo Certificate wi'it be required when construction of the bul/ding is complete. C2. Eleva~ns- Zooas AI..A30. AE. AH. A (with BFE). VE. VI-V30, V (wgh I~FE). AR, AR/A. AR/AE. AR/A1 -A30, AR/AH. ARIAO. Complete Ilems C2.a-h below according to the building diflgram specified in Hem A7. Use the same da(vi as the BFE. .eechmerflU,,.zed wee, De,am Conversion/Comments e) Top of bottom floor (including basement, c~awfepace, or enclosure floor) b) Top of the eaxt higher riser o) Boitoru of 61e lowest horizontal structural member (V Zones only) d) ^ttached garage (tap of slab) e) Lowest elevedon of mechine~y or equipment sen, icing the building (Desc~be type of equipment and loceitoo In Comments) f) Lowest adjacent (finished) grade next tu buildrng (LAG) 5--. O .r-,'~ reel g) Highest adjacenl (finished) grade next to building (HAG) ~t ._,~__~l feet h) Lowest adjacent grade at lowest elevaiten of deck or stars, including "'~. Z.. [] feel structural supped. Check the measurement used. ~". 0 ~feel ~ ru'eters (Puerto Rico ooly} ~.~L~ feet I._J meters (Puerto Rico only) '~-'--~. ~-r-T feet [] meters (Puerto Rico Only) ~', O ,~"J'~ feel [] meters (Puerto Rice only) ~ . O [] feet [] meters (Puerto Rico only) [] rueters (Puerlo RIco only) [] rueters (Puerto Rico only) [] ruofers (Puerto Rico only) .... ,S. EC.T.I.O.,,N D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certlflceiton Is to be signed and sealed by o land surveyor, engineer, or architect authorized by law to certify elevaflon thtonna~on. I cort~ that the lefonnagoo on this C~caM represents ruy best efforts to interpret the data available. I under~tand that any false statement ruaybe punishable by fine orimptfsenment under 18 U.$. Code, Section 1001. [] Check here If comments are provided on back of form. Were latitude and Iongt~de in ~ection A provided by a [icensed land surveyor? .~'Yes [] No License Number · Combeny~arqe ~ _ . .,..,. ,/ City j .. L. StaleaL . I/ ~[PCede'l~ ..... ~I T. TOWT~ CLErLK OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 2ll, 1993: RESOLVED that the Town Board of the two (2) new forms to be used under ti~e of the Code of the To~'n of Southold: ? Application" [FDP(93)]~./a/nd "Certificate Special Flood Hazard A~rea [C/C(93)]. Town of Southold hereby adopts Flood Damage Prevent regulations "Floodplain Developmen.t Permit oi' Compliance for Development in BLDG. TOWN OF SO',J~O~, J 5outhold Town Clerk August 25, 1993 APPLICATIOh/ PAGE TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTIQN 1: GENERAL PROVISIONS (APPLICMqT to mad and siffn~: L No work may start until a permit ix issued. 2. The permit may be revoked ff a~y false statements are made herein. 3. If revoked, all work must cease until permit ix re-ko, sued. 4. Development shall not be used or occupied until a Certificate of Comptiance ix i~ued. 5. The permit ~ expir5 if im work ks commenced withfia six months of kssuance. 6. Applicant is hereby informed that ocher permitx may be requi~ed to fu,lfdl local, state md federal regulatory requirements. 7. Ap@lleam hereby glv~ co~ent to thc Local Admkfi~trator or hi~/hcr repr~cntativ~ to make ?ea~onable h~pecfious required to vcrifit compKanc~. 8. I, THE APPLICANT, CERTIFY THAT ALfl~r STATEMENTS H~P,.EIN AND IN A'r'TACH/vtENT~ TO _ THIS A~PPLIC~TION Ad~E, TO TH.U~I~J~IY'~ OF MY [q'q~W~GE, TRUE Ad~D ACCLIP,~TE. SECTIQN 2: PROPOSED DEWELOPMENT ~Fo bt complected by APPLICA/TVI blAME ADDRESS TELEPHONE. ENGINEER pB, OJECT LOCATIOiN: To avoid delay ia p~g thc appfication, please provide enough information to e~sily identify the project Iocatiom Provide the ~-eet address, lot number or legal description (attach) and, outside m-ban areas, the distance to the nearest int~sectmg road or w'cll-k~owu I~dmazL A sk'ctcb altachcd to the application showing Ibc projco[ Ioca6on would be /ooa- £ 4 ' oT - FDP(93) APpLICAI-ION ~ PAGE ? OF- 4 DESCRIPTION OF WORK (Cbcck all apptic,ablc boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure ID Addition [] Alteration [] Relocation ID Dem61idoO ' U] Replacement [] Residential (1-4 Family) [] Residential (More than 4 Family) [] Noa-rnsidcafial (Floodproof'mg? [] Yes) [] Comb[ned Use (P. ezidential & CommercixJ) [] Manufactured (Mobile) Home (la Manu- factured Home Pazk?. ID Yex} ESTIMATED COST OF PROJECT B. OTHER DEVELOPMENT ACTI'IVITIES: ID Fall [] Mkdng O Drilling [] Grading ID Excavation (Except for Structural Development Checked Above) ' ID Watercourse Alteration (Including Dredging and Channel Modifications [] Drainage Improvements (Including Culvert Work) CI Road, Street or Bridge Construction O Subdivision (New or Expansion) O Individual Water or Sewer System CI Other (Please Specify) Al'ter completing SECTION 2, A.PFLICAJqT should submit form to Local Ad~Mnistrator for re. view. SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR} Thc proposed development is located oa FDZM Pam¢l No. The Proposed Development: , Dated [] 1~ HOT located in a Special Flood Hazard Area (Notify the applicant that thc application review ix complete and ~"10 FLOODPLAIN DEX/FJ..OPME. NT pERJ'AIT IS REIDUrRED). C] Ix located ia a Spedal Flood Hazard Ar~a. FIRM z. one de.~ig:nation is 100-Yeaz flood elevation at thc site b: Ft. NGVD (MSL) [D Unavailable Thc proposed dcvciopmem is Iocamd ioa floodway FBFM Panel No. Dated Sec Section 4 (or additional mslrucdoos SIGNED DATE APPLICATION PAGE 3 OF ~ SECTION 4: ADDITIONAL INFOILMATION P-,~OUI RED (To hc complcled by LOCAL ADMINISTRATOR] Thc applicant must submit thc documents chcckcd below be[ore Ibc. apphcaLion can bc processed: C] A site plan showing thc location of all cxiStlng structm-es, water bodies, adj~ccnl roads, lot dimensions and proposed development· [] Development plans, drawn to scale, and specifications, including where app!Jcablc: details for anchoring structures, proposed elevation of lo'vest floor (including basement), types of water resistant materials used below the lust floor, details of floodproo£mg of utilities located below the fa'st floor and details o1' enclosures below thc first floor. Also, Subdivision or other development plans (If thc subdivision or other development c×c¢cds 50 lots qr 5 acres, whichever is thc lesser, the applicant must provide t00-ycat flood ¢lcvationx if they ate not otherwise available). [] Pla.as showing the extent of watercourse relocation a~d/gr landform alterations. U] Top of new hll elevation Ft. NGVD (MSL)- E1 Floodproo£mg protection level (non-re-sidential only) Ft.;HGVD (MSL). For floodptoofed structures, applicant must attach certilicatlor~ from registered enginem' or architect. / [] Certification from a registered engineer that the propoae/d activity in a regttlatoO' floodway vail not result in a~ increase in the height of kh¢ 100-year flood. A copy of all data and calculations supporting this £mding must also be submitted. Other: ~Eu'71'IQN 5: PERMIT DETERMIHATIOH fifo be completed ~¥ LOCAL ADMIHI~TRKTORI I have detexminod that the proposed activity:. A. El Is B, El Is not in oonformance with provisions of Local Law ~ , 19 . The permit is issued subject to the conditionS attached to and made part of this I~:rmit. SIONED , DATE f[~O× A i~ checked, ibc Duc.al Administrator may issue a Development Permit upon pay~neu~ of designated If B_~ON [3 i~ checked, Ibc Local Admi~strator will provide a wtil~an summa,W of deficiencies. Applicant may re,rise and resubmil an application In ~he Local Administralor or may request a hearing from (he Boa~d of AppeaJs APPF--A]~S: Appealed to Bo~d of AppeMs? [] Yes E] No H¢~rmg date: Appeals Board D¢cbioa---Approvcd? E1 Yes Coaditio~s C3 No APPblCATION # PAGE 4 OF 4 SECTION 6: AS-BUILT EL£¥ATIONS (To bc submiucd by APPLICAHT before Cerdfical¢ of Compliance is issued) The follo~,bg b/ormaCion must be provided for project struct~es. This section m~t be completed t~y a registered professional engineer or a licensed land surveyor (or attach a certification to thb appllc~tion). Complete I or 2 below. Actual (As-Built) EJevadoa of thc top of ~hc lowest Floor, i2du4bg basement (in C0a~al Hi~:h Haza'rd Areas, bottom o£ lowest sm~cmr~! member of thc lowest flo~r, exdudbg piling ~nd colttmn$) is: FT. NGVD (~$L). 1_ ' Actutl (As-Built) Elevation of floodproo£mg protection is FT. NGVD (MSL). ) . NOTE: A~y work performed prior to st~bmtttal of thc above Lu/ormadoo is at thc risk of the Applicant. ~ECTION 7: COMPLtAJ~CE ACTION fT_o be completed bv LOCAl, ADMINISTRATOR) The LOCAL ADM[N[STRATOR will complete thi~ s¢clion a~ applicable based oo ~spcction o£ thc proj¢c~ to ¢~zsur¢ comptiance with thc commtmity's IocM law for flood damage prevention. IHSP]ECTIONS: DATE BY DEFICIENCIES? [3 YES [] NO DATE BY DEFICIENCIES7 ~ YES [3 NO DATE BY DEFICLENCIES7 [] YES CI NO SECTION 8: CERTIFICATE OF (:OMPLIAH(~E(To be completed by LOCAL ADMIHII~FRATQR'~ C~rtificat¢ of Compliance issuccl: DATE: BY: Attachment B SA/~PLE CEKTIFICATE OF cOMPLIi~NCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAX,,dLD AA:LEA (O%q~ER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS N,MME AND ADDRESS: CHECK OldE: [] NEW BUILDING [] EXISTING BUILD ItqG U1 VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: COMPLIANCE 1S HEREBY CERTIFIED WITH THE REQUIREMENTS LOCAL LAW # ,19 SIGNED: DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS LOCAL LAW # _, 19__, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: OF OF CTC(93} Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 Janua~ 10,2012 BUILDING DEPARTMENT TOWN OFSOUTHOLD Paul & Deborah Belica 129 Kilburn Rd Garden City, NY 11530 Re: 390 North Sea Dr, Southold TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: (~ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. F~_~A fee of $50.00. __ Trustees Certificate of Compliance. (Town Trustees/1765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. - Bob Fisher __ Final Landmark Preservation approval. BUILDING PERMIT: 35452 - New Dwelling Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765 1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 14, 2012 Paul & Deborah Belica 129 Kilburn Rd Garden City, NY 11530 Re: 390 North Sea Dr., Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: v/ Application for Certificate of Occupancy. (Enclosed) __ Electrical Underwriters Certificate. (contact your electrician) '// A fee of $50.00. __ Final Health Department Approval. / v/ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 35452 - New Dwelling TEST HOLE DATA DATA SUPPLIED BY: McDONALD GEOSCIENCE BOX 1000, $OUTHOLD, NY 11791 (631) 765-3677 (09/16/2009 N/O/F DEMOS _0 N/O/F KIRINCIC J~L 1,~3 N/O/F PROPOSED CONC. RETAINING ~'UALL DETAIL RETAINING BE SEPERATE HOUSE STRUCTI ~ ~ ,,- ~--;~ F~,~oco*. ~ *N~ Call 852-D/00 TEST HOLE DATA ~_ _ ~ DATA SUPPL ED BY McDONALD GEOSC ENCE ~ BOX 1000 SOUTHOLD, NY 11791 (631) 765-3677 - /~ ~ % "-=--'=== ................ = .... ~ ' ' M ...... ~~ m {~-¢ -- ~ mm~ ;;~l~l~:/Ij~ '*-I Ab~domcntofex:st:ngsx=,tarTsyst:mmustbein E NGINEE ~'sCERTPFiC,?O,',R'-0~ .,~g' ~,~ ~Z ,,o,, ~ ' I SCTM¢ 1000-54-05-18 ' [ n~l~llfio~n/tik` HSE~OR~av'Ivvlvi'ul~: ..... m II II II II II II I : l II fl fl fl I II I II~~ ~j /~tNGLEFA,,:,=, ~ ::~.~:.JuE AND ........... Il II II II II II I , X N 390240" E 100.00' __ N 0 R Z H S LE: r' = so'-o' REVISIONS: MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM ~o.,: SEPTIC TANK .o~,, LEACHING SYSTEM SEWER LINE REQUIREblENTS ,,..,0,,~,N o,~ANc~ ,~. ,~..,~ ~^.~.~ ~o~,~ ~.^L~.,~^,~^,.~ DISTRIBUTION BOXES ,,~ o~ o.~u~.. ~c. ~ ~oo~ ~.ou~ o~ ~..o~ ~ 0 PROPOSED SEPTIC SYSTEM DETAIL NTS ~ ~"'~ S-2 ,,4 SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-54-05-18 SCALE 1"=40' MAY 11, 2010 AREA = 42,598 sq. ff. 1.001 ac. NOTE: THIS ENTIRE PARCEL IS IN FLOOD ZONE AE 1 1 EXCEPT WHERE SHOWN ON THIS MAP. DATA FOUND IN FLOOD INSU~NC~ ~TE EL~ATIONS SHOWN HEREON ARE IN ~929 NGVD N.Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Title Surveys -- Subdivisions -- Site Plans -- Construction Layout PHONE (631)727-2090 Fox (651)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Rood P.O. Box 16 Jamespor[, New York 11947 Jomesport, New York 11947 UNAUTHORIZED ALT[RAtION OR ADDmON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF ~IE NEW YORK STAT[ EDUCATION LAW. COPIES OF ~HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEI-L~LF TO THE ]TILE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTmJ~]ON USeD HEREON, AND TO THE ASSIGNEES OF ~elE LENDING INSTI- ~JTiON. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. CERTIFIED TO: PAUL BELICA DEBORAH BELICA 30-104A SURVEY OF PROPERTY SITUA T£ SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-.54-0.5-18 SCALE 1"--40' MAY 11, 2010 NOVEMBER 3, 2010 STAKE SANITARY SYSTEM WALL MARCH 12, 2011 STAKE EAST PROPERTY LINE, WALK RADIUS & BENCHMARK OCTOBER S, 2011 FINAL SURVEY JANUARY 15, 2012 CORRECT MEASUREMENTS ON SEPTIC SYSTEM TIE DISTANT TABLE CERTIFIED TO: AREA = 42,598 sq. ft. PAUL BELICA 1.001 ac. DEBORAH BELICA SEPTIC SYSTEM TIE DISTANCES COVER WALL END"A" HOUSE CORNER"B" HOUSE CORNER"C" SEPTIC TANK 35.5' 30' OUTLET COVER INFILTRATION CAMBER 86' 121' CORNER 1 INFILTRATION CAMBER 37' 48' CORNER 2 INFILTRATION CAMBER 20.5' 51' CORNER 5 INFILTRATION CAMBER 80' 121' CORNER 4 N.Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor BY THE LIA.L.S. AND APPRO D TITLE ASSOCIATION. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THiS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY. OOVERNMENTAL AGENCY AND LENDING iNSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS Of RECORD, If ANY, NOT SHOWN ARE NOT GUARANTEED, Successor To: Stanley J. Isaksen, Jr. L.S Joseph A Ingegno L.S Title Surveys -- Subdivisions Site Plans Construction Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Moln Rood P.O. Box 16 Jamesport, New York 11947 Jomesport, New York 11947 30-104D 0.~'~ STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la. Legal Name and Address of Insured (Use street address only) MALTA CONSTRUCTION GROUP caRP 10 MORRIS AVENUE GLEN COVE, NY 11542 2. Name and Address of the Entity requesting Proof of Coverage (Entity being listed as the Certificate Holder) TOWN OF SOUTHOLD BUILDING DEPARTMENT lb. Business Telephone Number of Insured 831-205-0045 lc. NYS Unemployment Insurance Employer Registration Number of Insured ld. Federal Employer Identification Number of Insured or Social Security Number 261876030 3a. Name of Insurance Carrier The First Rehabilitation Life Insurance Company of America 3b. Policy Number of Entity listed in box "la": TOWN HALL ANNEX BUILDING 54375 ROUTE 25 P.O. BOX 1179 SOUTHOLD, NY 11971 DBL259898 3c. Policy eff~tive period: 08/23/2009 to 08/22/2011 4. Policy covers: a. [] AIIoftheemployer'semployeeseligibleunder theNewYorkDisabilityBenefitsLaw b. [] Onry the followingclassorclascesoftheemployer'semployees: Under penalty of perjury, I certify that I am an authorized representative ar licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 4/9/2010 By (Signature of insurance carrier's authorized representative or ~YS Licked Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 T,t~e Sr. Vice President IMPORTANT: If box "4a" is checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If box "4b" is checked, this certificate is NOT COMPLETE for the purposes of Section 220, Subd. 8 of the Disabi thy Benefits Law. It must be mailed for completion to the Worker's Compensation Board, DB Plans Acceptance Unit, 20 Park Street, Albany. NY 12207. PART 2. TO be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board A~ording to information maintained by the NYS Worker's Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee} Telephone Number Title Please Note: Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form, DB-120.1 (5-06) DATE (MM/DDP(Y'~') CERTIFICATE OF LIABILITY INSURANCE CSR FIRST-2 04/09/10 PRODUCER The Coste Agency, Inc. 1000 Main Street P.O. Box 70 Holbrook NY 11741 Phone:631-588-2116 Fax:631-588-2147 INSURED Malta Construction Group Corp. 91B Knickerbocker Avenue Bohemia NY 11716 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE ; NAIC # INSURERA ESSEX INSURANCE COMPANY INSURER8 Northeast Coverage, Inc. INSURER D INSURER E: I COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HA~E BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY RAVE BEEN REDUCED BY PAID CLAIMS LTR NSRI TYPE OF INSURANCE POLICY NUMBER DATE [MM/DD/YY) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ I ~ 000 t 000 ___ A X COMMERCIAL GENERAL LIABILITY 3DA8851 11/29/09 11/29/10 U~M^Ut ,u~=.,~u $ 50,000 I CLAIMS MADEIxlOCCUR MED EXP (Any one person) $ PERSONAL& ADVINJURY $ i ~ 000 · 000 GENERALAGGREGATE $ 2 t 000 ~ 000 i POL,CY LOC $ I RETENT,ON $ WORKERS COMPENSATION AND I TORY LIMITS I IOEI~'' B ANyEMPLOYERS' MABILITYPRoPRiETORJPARTNEPJEXECUTiVE M~WC124797 01/14/10 01/14/11 E L EACH ACCIDENT __$ 100000 OFFICER/MEMBER EXCLUDED? E L DISEASE - EA EMPLOYEE $ 100000 SPECIAL PROVISIONS belOw EL. DISEASE - POLICY LIMIT $ 500000 CERTIFICATE HOLDER CANCELLATION Town of Southold Building Dept Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 ACORD 25 (2001108) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRAT]O~ DATE THEREOF~ THE ISSUING INSURER W~LL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR T.._ ~.,..__ ..~_.._~ ~ _nc. © ACORD CORPORATION 1988 licensed by t~e Court' of Suffolk cONTRACTO~ L~N..~ GEORGE CAMILLERI · EL. 15.5 EL. 12.0 (GRADE) ~ I I I .... EL 60 SOUTH 59'-0" 25'-0" · EL. 15.5 lcAH o0£ EL. 10.0 I I (GRADE) NORTH EL. 6.0 76'-3172" EL. 15.5 EL. 8.0 EL. 12.0 (GRADE) ~ 60 gL. XX/EST 76'-31/2" ' EL. 15.5 :'AST: 'OTAL HEIGHT (PER LF): 419.9619' TOAL BLDG. YUIDTH: 77' AVERAGE HEIGHT PER LF: 5.454051' ~X/EST: TOTAL HEIGHT (PER LF): 419,9619' TOAL BLDG, '~Kq DTH: 77' AVERAGE HEIGHT PER LF: 5,454051' NORTH: TOTAL HEIGHT (PER LF): 452.0' TOAL BLDG. ~/IDTH: '~ AVERAGE HEIGHT PER LF: 7.290323' ;OUTH: tOTAL HEIGHT (PER LF): 217' FOAL BLDG. WIDTH: ~ aVERAGE HEIGHT PER LF: 3.5' TOTAL AVERAGE GRADE HEIGHT: 5.424606 EL. 12.0 EL 60 EAST EL. 8.0 MINIMUM SEPERATION DISTANCE TO SE~UAGE DISPOSAL SYSTEM SEPTIC TANK FINAL GRADING AND BACKFILLING NOTES LEACHING POOLS DISTRIBUTION BOXES SEWER LINE REQUIREMENTS PROPOSED SEPTIC SYSTEM DETAIL N.T.S. 5 REBAR (~ 12" O C PROPOSED CONC. RETAINING ~JALL DETAIL (NOT TO SCALE) EL, 21' IGROUND '~JATER) N/O/F N/O/F ROZAKI$ ROZAK $ N/O/F DEMOS GREAT POND Z LONG ISLAND SOUND N 39°24'0" E 100.00' NORTH SEA N/O/F $ONNENBORN SITE PLAN SCALE: 1" = 30'-0' DRIVE I SCTM 4/1000-54-05-18j' PRO P E RTYAF~L HOOD ZONE: MEETS AND BOUNDS TAKEN FROM SURVEY STANLEY ISAKSEN DATED AUGUST 21, 20(]9 S-1 FIN, GRADE PROPOSED SEPTIC SYSTEM DETAIL , The lulok4 Equmllz.~ ~4 PROPOSED CONC. RETAINING WALL DETAIL (NOT TO SCALE) INFILTRATOR' O N/O/F O DEMOS IZ", __ N/O/F N/O/F R~O,,,~Z~IS ROZAKIS i KEY MAP N/O/F Z FLOOD ZON~ X EL, 12') N/O/F MALONE & '9~ATSON N/O/F 5ONNENBORN RETAINING WALL FOUNDATION PLAN O PRO]ECT NORTH N 39°24'0'' E 100.00' NORTH SEA DRIVE SITE PLAN SCALE: 1" = 30'-0' RETAINING WALL MEETS AND SOUNDS TAKEN FROM SURVEYS~ J ~ STANLEY ISAKSEN DATED AUGUST 21,2009 5 I¸- i i II I 1ST. FLOOR PLAN O PRO.1EET NORTH RETAINING WALL I I I I DETAIL DIAGRAM MODEL 1540-520 FLOOD VENT INSULATED t PROPOSED CONC. RETAINING WALL DETAIL I I I I FOUNDATIQN PLAN SCALE, 1/8" = 1' SIIEET NUMFIER A-3 (MEAN ROOF HEIGH] 1X8 HARDITRIM EL. 15.5' IX8 HARDITR]M COLUMN HARDI PLANK 3(] YR. PRE STAINED STRAIGHT EDGE SHINGLE SIDING CULTURED STONE STUCCO FINISH EL. 6.0' I I I E EV,A=T]:ON SCALE: 1~ = ~ GAF PRESTIC~UE LIFETIME ASPHALT SHINGLES IX6T&G VERT, SDG. 12" DIA F G COLUMN 5/4X4 CASING ~1 UCCO FLNISH EL, 12.0 A-1 CULTURED STONE EL. 15.5' £L. 12,0' LI :L/4": 1'-0" HARDtTRIM 5/4X4 CASING EL. 12.0' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MANUFACTURER'S ~'~ARRANTY AND SHALL BE LNSPECTED TO VERIFY ALL '01/OR K CULTURED STONE FOUNDATION PLAN SCALE: 1/4."= 1'-0' ~ PROJE~ NORTH 9'-8" 4' 0" 2010 NAME AREA FLOOD VENTS GARAGE AREA610.2 sq ft. MIN.: (3) BASEMENT AREA 2219.2 sq. ft. MIN.: (12) ........ 877 441 8368 5'-9" 19'-10" (3) 4'-8'~,," 6'-7 4'-8 46'-0" (2) 2X10 ACQ GIRDER DJL. FLOOD VENT 46' 0" J 8'-0" 8' 0" I~l , ...................... f ....... 37' 2" 3T-0" 30"X30'X1' CONC 8' 0" 8' 0" 8'-0" I~ ..... .r .... t .... l ...... q-=~::=~ .... ~ -=': = q:: ~: :I=- _-- ~_= ~_-- = -- =- _= _-_=_= ~ ~ =- _-- ~_=_--~J~ =- _-- I I ' ~ I 14" ML FL HDR GIRDER 7' 5" T-5" 6' 8v2" 37'-0" PROPOSED SEPTIC ~YSTEM RAIS[D GRADE w/RETAINING '~/AI I ~; [ TOP OF R~TAiNJNG ~/ALL: EL 12.5'] 3r~l" 14'-B' 8'- 8%." ',6'-2W' 23'-4" GARAGE 23'-0" 1/4" 1 HITECT 28495 Main Road, P.O. Box 933 Cutchogue NY. 11935 Belica House Phone (631) 7344185 Fax (631) 73~2110 E-mall mksarchitect~optonIme.net Web Site http://mksarclutect corn 390 NORTH SEA DRIVE SOUTHOLD, NY PROPOSED HOUSE FOUNDATION PLAN "QUAD" ASSEMBLY INSTALLATION DIAGRAM SHOWN ARE 2 EACH Model #'s 1540-511 OR 1540-52 l INSTALLED TOGETHER 8 1/4" R/O DETAIL DIAGRAM MODEL 1540-574 14 1/2" GARAGE DOOR INSULATED 16 1/4" R/O FIGURE 1 Front View DETAIL DIAGRAM MODEL 1540-520 '~'~' ' ~ FLOOD VENT INSULATED STRAPS FIGURE 3 Side View FINISHED G~ADE COLUMN EXTERIOR WALL DECK JOIST DECKIN( (TO_P OF__IST___ FL.~_~) (2)//5 CONT.- REBAR ~:,;.I 10" PC CONC. WALL 4000psm I (SLAB) EL. 6.3' ~ t> v EL. 15.5' EL. 14.3' EL. 14.1' (2)//5 CONT. REBAR (GRADE- VARIES) BELICA AS BUILT FOUNDATION ,,, SCALE: 1 1/2"= 1'-0" PROPOSED CONC. RETAINING WALL DETAIL (NOT TO ~CALE) PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MANUFACTURER'$ WARRANTY AND ~HALL BE IN$PECTED TO VERIFY ALL I~EV[SION$ RFVIblORS ...... ~ .... ~ Dr^',4Er~. LrN~ FO. FIZOT~¢TI©'4j ROZAKIS / ROZAKIS SEPTIC TANK LEACHING POOLS SEWER LINE REQUIREMENTS : ~ OERTtFIOAT ~o~ ~ PLUMBER CE~L 'W) ~ TION ~ ~ ~ DO NOT ' FLOCr: '~" ..... I PROCEED WITH sOU~ r~OL9 i OWN ~ODE ;I FRAM~G UNTIL SURVEY FOUNDATt~ LOCATION ~ HAS BEEN APPROVED. OCC,.,, '. ~ ,~ i ' ~ x ....................... ~ ...... Or ~LA/,. ,'-~,, ~ ~ ................ ~ ...... ~ I MALONE & WATSON ................ o¢ ', ~ : ~ ~ , ~ ' ~ ~ , d,, *~,~,L~C.,~,,~ ~]~ ,~ , 4. FiHAL - CC~S%:,JCTION MUST ~ ~ ] ~ ~ ~ * 6dla4d,.pLEACHING~ 518 ALL CONSTRUCTION SHALL MEET THE FINtSHEDG~ADE ~ ~ ~- ~ ~ ................. 8LO~ DEPT ~ REQUIREMENT~ OFTNECODESOFNEW = / / DESIGN OR CONSTRUCTION ERRORS. .... %'r~r~,,' r : ~ RETAIN STORM WATER RUNOFF/ ¢ em" o.c ~ .... ~"¢~;~'~4~r~'~ - e -, PURSUANT T0 CHAPTER 236 MEMBRANE WATERPROOFING / ,; I) EXCAVATLON MUST NOT BEGIN UNTIL THE LOCATIO~EROROUND  ~ I CABLES AND PIPES ~AVE BEEN MARKED OR UNTLL WmFICATION FROM UTILIW · N 39°24'0" E 100.00' ,)A) CHIpCUT UP'RE"' ~ERtFYWITH OWNER) AND HAULTHEM AWAY >' 0" NORTH SE DRIVE NO ' ~EBA~ ~ 12" CC , ~ ........... / S) 'VHEN TH~ TOP SOIL IS P~ES~RVED' TILL THE SOtL FtRS% AND THEN ~EMOVE -- -- - '~ - MEETS AND BOUNDS TAKEN FRO~ SURVEY bv// ~ ~ ~ ~ ~ DATED AUGUST21,2O0g BENCH MA~K~KIORTO[XCAVATION ~~ ~ 12" , ...... 7) OVER DIG FOUNDATION HOLES TO GIVE PLENTY O¢ ROOM FOR A WELL. PROPOSED CONC. SCALE: 1"= 30'-0' ~) PROTECTGRA$5, TREESANDOTHE~LANTSWHEN~VERPOSSlBLE RETAIN lNG WALL DETAIL : ,0, (NOT TO EL. 15.5' IX$ HARDITRIM 12" DIA COLUMN IX8 HARDLTRIM IIII EL. 6.0' CULTURED STONE L ELEVATION SCALE: 1/4" = 1'-0" I I ~TUCCO FINISH 5/4X4 CASING STONE CAPPING CULTURED STONE I I 2_ T EL. 12.0 RFVIMONS ~_~ M~L M~ A-1 ,...'-t: ..~ ............ , . . .~.. ~ · ' ~,, 1 . F _ ~ ~ ~ , I I :: :: :: / ::" ~ '-- DETAIL DIAGRAM iii;Ii ! (l~ i t~-81 i I ........... -~ ~(~-- , :.,.,: ~ ................. i~i ; FLOODVENTINSU~TED , [ ,.:T'""~ ,,- 1 1ST FLOOR,, P~N ' ', ................ 1/8 = - ' S~LE: 1'-0' ~.c~o~o,o,~. 302,6,q, ft, BASEMEPqTARE~ 2219,2,q ft MIN,, 02) FO~D~IIO~ S~LE: 1/8" = 1'-0" _ : '""~'"'"' : ~ ~ '"'"~ ~ m, ~ ~c) ...... : ,,~,-.,c ....... ,, ....'- ......... ": ~ ' ' " ' ~' ' ~ E~r'' ~ -- ..: -,.;;z-.] SOFFIT DETAIL N ~1:'~ ,~,,~,,.,,r,__ : ~' ..... ¢ I~ ~ PROJE~ ~ORTH .............................................. SCALE: 1/8" ROOF P~N S~LE: 1/8": 1'-0' 14" TJIS60 WOOD-I FJ ~16"OC 3/4" SUBFLOOR 1-3/4Xl1-?/8 ML RIDGE SECTION B-.B SCALE: 1/4" = 1'-0" 3~ HIGH RAILING 12" DIA. COI.UMH 3' HIGH RAILING MASTER BEDROOM 2. Xf.A.C.q. SI g. E P,] g 2',Dj .~". M.L. ¢ (2) ~4" ML FL, 3/4"SUBF/OOR FLOOD VENT~ (3) I-3/4X14 ML GIRDER SECTION C-C SCALE: 1/4"= 1',-0" CO)LUMN 6" OH FLOOD VEN T5 S;ECTION A-,A SCALE: 1/4" := 1'-0" FLUE TO ~TCH MAIN ~)}~.~ ~' ~ ,~, / J ~ ~)~)~'. '~ '~.' IIII I~ I]] i,, = ~ = L / ~/ ...... m~= =x,a ~ ~ ~ 4, mm mi em mm mm Im mm mJ [m mm '""' "" ' J~.' ..'. ', ~ .................. ,.. ,. ' 2X4 KEmAY f ~ x J ~ I J {~ ~L~aTiON~ (~) I-~/~X~-y~ ~ ~ I I -- ' ', ' -- LIBRARY ...... __ , ~ : j~, GARAGE SECTZON~(~' ..... & ' SECZONFF '' SCALE: 1/4" = 1"0" ' -'', '- -.,, ,., .... ,.. ,.. I 1' 0" ~'~¢ :' '~' ''~ SCALE: 1/4"_ = 1'-0" ''"X''II CONC' ~' 'X4 K~AY REVISIONS' TYPICAL]/VINDOW Q~ENING [LESS THAN 4'-0X8"0" OPENING) © TYPICAL MULTIPLE OPEN NI~S WATER RUNOFF (MORE THAN 4'-0X8'-0" OPENING) AREA: 3300 SQ. FT. PROVIDE MIN. (2) B' DIA, X 4' DEEP DRYWELL$ w/CATCH BASINS ', ' WATER RUNOFF AT GRAVEL DRIVEWAY: WIND-BORNE DEBRIS PROTE~ION FOR WOOD STRU~U~L PANEL ,oo~,,,~: ,,~.~SO.~T. . ' i ' i'' ' AREA: 2100 w~o~ ~ ~o~o~ ~ ~.~u~ ~o~ ~oo~ ~T~U~U~ ~ ~oo~ ~T~U~U~--~ W~" ~ ~'~ ~ O~ ~/~" . ,,~.,,,~'~.~-~"-~"~-""-"'~"~'~'~'~"~"~'~", ,,,. ~. ,~,~,~. ,,,~., o. ~,~o.,... ~,, ,.~,,~,.~ STORM WATER MANAGEMENT DETAILS NYS ENERGY CC)MPLIANCE NOTES WINDOWS AND DOORS: WINDOW AND DOOR WITH WOOD TRIM: 1). INSULATE HEADER 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 3). SEAL BEl%VEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS BEAD OF LOW-EXPANSION POAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS ALONE ~S NOT ADEQUATE, WINDOW AND DOOR WITH DRYWALL RETURN: I). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING, 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWLING OW OPENING FRAME AND VOID THE ',X/ARRANT'/. PLUMBING AND ELECTRICAL: SEALING PENETRATIONS: ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST BE SEALED. RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT ("lC" RATED), AND MUST BE AIRTIGHT AS OUTLINI[D IN ECCCNYS 502.1.3. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHT]NESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM. (ASTM E 2B3) UNITS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED, THIS REQUIREMENT CAN ALSO BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. SERVICE WATER HEATING: IF VERTICAL PiPE RISERS ARE USED WITEI CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS, HEAT TRAPS (IF NO'[' INTEGRAL TO THE WATER HEATER) MUST BE INSTALLED ON BOTH THE INLET AND ,OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS, TUB/SHOWER UNITS ON EXTERIOR WALLS: PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC[ HEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. HVAC SYSTEM EFFICIENCIES: THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ECCCNYS B03.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDEP, AL MINIMUM EFFICIENCY STANDARDS. HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503,3.5. TEMPERATURE CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF Al' LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPEND£D OR REDUCED. SIMILARLY, HUMIDISTAT$ MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BI? CLOSED. DUCTS AND PIPES: DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503,3.3, FLEX DUCT MUST HAVE R~VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES. BASEMENTS AND CRALVLSPACES MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATE[) INSIDE THE INSULATED ENVELOPE OF THE HOUSE. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R44 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3,4). ALL PORTIONS OF STUD' BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 1B1A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 1B1B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. WRITTEN MATERIALS: wRr~rEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT THE FAN ACTUALLY WORld; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE, KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS~ ESPECIALLY IF THERE IS A GAS RANGE. VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NYS (.'ODES FOR DETERMINING MECHANLCAL VENTILATION RATES. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIINAI lEA '~I~NTU ATIhNI DAT~ FBI: Nfl F';kA Ii~T~II ~,AITF~:NI1-/1~ 9n ~'~M F'f~N]TINII IFil I( FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION. IF APPLICABLE. MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT. ACCORDING TO THE CC)MPLIANCE ANALYSIS. UNCONDITIONED BASEMENTS: I). ff,lSULATE THE FLOOR ABOVE THE BASEMENT, REFER TO PLANS FOR REQUIRED R-VALUE. 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED I:IRST FLOOR. 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAY,~ IN THE FLOOR SYSTEM BE'F~EEN THE BASEMENT AND THE FIRST FLOOB,, SUCH AS WIRING AND PLUMBING PEN ETRATIONS, AND WEATHER STRIPPING ON THE BASEMENT DOOR. FRAMING: SEALING BANI) JOLSTS DURING CONSTRUCTION: I]. CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. 2). APPLY ADHESIVE TO TOP OF BAND JOIIST AND LAY SUBFLOOR OVER. 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. 4). CAULK OR USE ADHESIVE BETgBEEN Dt~Y~ALL AND TOE PLATE. SEALING BAND JOISTS AFTER FRAMING (A~LTERNATE METHOD): I). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG EXTERIOR PERIMETER, AND FLUSH WITH SiLL PLATE. 2). CAULK ALL FOUR SIDES OF FOAM BLOCB~ AND JOISTS UNDER FLOOR JOISTS. 1ST. FLOOR DECK: 1). FULL iNSULATE JOIST CAVITIES. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. EXTERIOR OPENING HEADERS: SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER MATERIAL [$ THINNER THAN WALL CAVITY. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: I], PROVIDE HORIZONTAL BLOCKING AT 48" D.C. AND AS NEEDED FOR NAILERS, 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. 4). TOENAIL INTER]OR PARTITION STUD TO TOP AND BO'-OM PLATES. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 1), SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. 2), SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WBNDWASHB',]G. 3). SEAL SUBFLOOR JOISTS WITH ADHESlVIE. 4), SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE CEILING WITH ADHESIVE, 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM PIPE AND DUCTS. 3). SEAL ALL PENETRATIONS THROUGH B~LOCKING. 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. DROPPED SOFFIT ON INTERIOR WALL: USE PL'AY~OOD, DRY~ALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TOP PLATES. INTERIOR SOFFIT ON EXTERIOR WALL: I). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2). HANG DR~JALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. KNEE WALL SUPPORTING ROOF: I). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO PREVENT WIND WASHING. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECI'ION. B). PROVIDE BLOCKING BETWEEN RAFTER5 AND FLOOR JOISTS ABOVE EXTERIOR I N S U~,'~x~..ATE' FULL LOFT: INSULATION SHOULD BE FLUFFED TO ITS DULL THICKNESS, NOT COMPRESSED, AND NOT ROUNDED OR SCALLOPED AT EDGES.. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTA~CT WITH ALL WALL STUDS. PLATES, SHEATHING AND DRY~ALL IN CEILING AND FLOORS, [T SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND ~IRES AND SMALL PIPES: CUT AROUND ELECTRICAL BOXES, LARGER PIPES AND OTHEB. OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS, NEVER STUFF INSULATION TO GET IT TO FIT. DOCUMENTATION OF R-VALUES: FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA. CATHEDRAL CEILINGS: 1). PROVIDE [" CHANNEL FOR AIR FLOW ABOVE ]NSULATIOIN, UNDER ROOF SHEATHING. 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. I,..." ] Complmnce Ce rt:ff c:a;te ODOr G,hl CULTURED STONE WATER TABLE / SILL AT SIDING SCALE: N.T.S. W,ALL VENTING DETAIL SCALE: N.T.S. ROOFING CROWN 5-1/2" FPJ[EZE BD, IX8 RAKE DETAIL CROWN 2-1/2" FASCIA 1X8 SCALE: 1-1/2" = 1'-0" METAL pLATE VEN'T PIPE DETAIL SCALE: 1-1/2" = :1'-0" '%114" ~X/H ERE OCCURS) -2'"U''^LL ov.,Lo.,.,~E~, ~NINDOW SILL.DRAINAGE DETAIL CULTURED STONE CULTURED STONE :::::::m:::::::::::: OVER CONC~ET~ SCALE: N.T.S. SCALE: N.T.S. W~N~ OW S~LL DETAIL FOUNDATION WALL 6 mil POLY ~ CELL[NG JOI~T 1'-4" (TYP.J BEAD BD, SOFFIT --'5-1/2." SPRUNG CROWN 1X6 FRIEZE BOARD ANCNOF~ ~O[.T 5F~ACINC~ NOTES: ANCHOtF~ ~<::)LT [)El'AIL / BLI<G, VENT STRIP SIDING 5/4X4WINDOW/DOOR TRIM SOFFTT D?TA!IL;, ;., BEAD BOARD TYPICAL PORCH DETAIL II BLKG. FOUNDATION ',X"ALL T"r'PIC,AL F:OUNE)ATIC)I',I UJALL,, COLUMN DE'TAIL ,SC,~LE: 5/4" = iLO'' 5C.,~LE: 3/4" = 1'-0" 1/2 RND, ,GUTFER lX8 RE~IGII]Nfi DRAWN: MH/MS SCALE: NTS JOB ~: Febmm7 09, 2010 SHEET NUMBER: A-'9 WIND LOAD PATH CONNECTIC)N AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP ME~AL CONNECTORS FOR PROPER WIND RESISTANT &: GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS 1'0 ACHIEVE MAXIMIJM UPLIFT LOAD CAPACITY. FLOOR JSP NUMBER DESCRIPTION APPLIOATION FOUNDATION 'C) ' ''. '" '"- ''- ' ' "~ TOP PLATE ~ BLOCKIhG AND AL WIN)OW/DOOR OPEl,lING ,JACK STUDS % /~ / BETWEEN WALL FINISH AND MINIMuMATTIC SHALLNET BEFREEPRD~DEDvENTiLATiNGWITH AREAA ~.~ =~ FASCIA INSTALL 4'C" O,C, /:,,' ~ /~ THE SPACE VENTILATED AIL DPENIRGS WOOD GIRDER ~ / /~ ' . RESrSTANT METAL MESH WITH MESH 14" 16" LSTA38 1-1/~"x5," 18~a. STRAPoNANDAiiJACKoPENiNG,,STUB, "-- --'X,% ~/'~~%" ,' ~ -~ KEEP ROOFING NAILS OUT 8"- 1'" R,FTERI R"O 21-1,'8" , 20ga, T~OWR 'NCPIGR CONNECT EACH RAFTEpTO ROOFsoFFiTEDVEhTILATION/EAVE DETAIL OVER BEARING WALLS AND HEADERS 1S1. FLOOF] WAD. STAPPING TO BE ATTACFIED TO WALL STUDS 848"0C GARAGE / ....... ¢/I P.T, PLATE ~ ¢ W/ 6X6 WMM % SLOPE , ' ,' 1/2" AIR S~ACF ',~ ~ ~ I ~ · ~~~~ NOTCH ,~OIST AND ADJ,JST HEIGHT MIN,, ,~ ~ ' '~IC, TCH aEAM FOR MUDSILL IF REOUIRE3 -- MAXMUM ' ' ' '~b¢~ -b ,,--OF CONTACT WITh CONCRETE OR CONC. BLOCR ~~~ ~ STEEL BE~M ~ ~ ~ RLATE (BOLTED TO BEAM] fLOOR dOIS- DEPTH USP NUMBE~ DESCRIPTION APPLIOATIOIq INSTALL 4'0" O,C, )N ALL OPENINGS IA-10 JOE;T DET'AIL5 ®® ®® to joist with 8d (2-1/2") Joist tim board IOd {3") ®O 2x4 minimum ®® rows lOd (3") ~chedule BEAM and CC)LUMN DETAILS Topflangu FASTENING of FLOOR PANEL~ Joist Framing ,I II This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ~~~er Business M ALLOLX/ABLE HOLES - TJI Joists Table A - End Support ROUND HOLE SIZE diate or Cantilever Support ROUND HOLE SIZE HOLE ALLOWABLE HOLES - Beams and Headers ROUND HOLE CHART Rim to TJI Jobl WARNING A-11 V IND LC)AD PATH CONNECTION AND CONSTRUCTION DETAIL DRA Y NG$ USE THE FOLLOWING OR APPROVED USE MEFAL CONNECTORS POR PROPER WIND RESISTANT CON~;TP. UGTION. EOLLO~J MANUFACTURE'S RECOMMENDED INS~'ALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPL FT LOAD CAPACITY. 4" DIA. MAXIMUM g !-o- TO LOCATION ~)SP NUMRER DESCRIPTION APPLICATION HANDRAILS -'~m~''~' OPEN BALUSTER HA O E O RAFTER TOP PLATE , ~JALL STUD ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH 4" MAX. W/S)YASHERS CONNECTED TO BLDG, ~16" OC FLOOR FRAMING 2x JOISTS BLOCKING FOR liST HANGER ])ECl(/ O ' CON ECTI LO~ATION USE NUMBERJ DESCRIFlr'ION APPLICATION_ JOIST GIRDER/HEADER ~/OC)D JOIST GIRDER/HEADER ¥~'O O D JOIST LEDGER RAFTER R TER-T - GE C h~ LEDGER TO BE CONNECTED TO ~ILDG, USING 1/2" DIA, BOLTS ~16"OC WITH \KIASHFRS RAFTER 0 TO T CO E TION TOP PLATE ~;ALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION :~AFTER/PLATE RTl5 CONNECT EACH PLATE/WALL SPTH4 TYDOX,~N ANCHOR RAFTER TO PLATE PO~'/COLUMN ROD REQ FOR DOUBLE 2x (MINIMUM) FOR HEADER EADED ROD NUT KING ~l-U DS CRIPPLE STUD HEADER JACK STUDS GIRDER/HEADER POST/COLUMN GIRDER / (2) BEAMS BAU44 OP, WE44 EOST, BEAM ANCHORIAPPLYTO EACH PIEI~ POST CONCRETE FOOTING DECK POST Fl'G, CONNECTI N ILO)LOCATION USP NUMBER DESCRIPTION ~ APPLICATION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA I / I I / I 7j. All jolitS to be supported with han~ers ~nd anchors, Each Joist shall aRo be anchored to girder(~), NAILING SCHEDULE STRUCTURAL PANEL ROOF ERAMING: JOINT DESCRWTiON NAIL NAIL QTY, SPACING NOTES DECK FRAMING. O ~ iA-12 REVISIONS' - I . , , PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY:ROOF FRAMING:OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3,4, J JOINT DESCRIPTION NAIL NAIL When a collar tie [s used in leu of a ridge strap, the number of 1Od common nails required QTY. SPACING NOTES BUILDING USE RESIDENTIAL DXB/EI. UNG CONSTRUCTION NOTES: ~n each end of the collar tie need not exceed the tabulated nuT, bar of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) 1). The information within this set of construction documents [s related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE I0' WALL: 4-gd COMMOh RAFTER TOE-NAIL intent and framing details. They are intended as a construction aid, not a substitute Lateral framing and shear wall connections for rafter, ceiling or f;russ to top plate shall be in CEILING JOIST B' WALL: 3-Bd COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION tSEE PLANS) for generally accepted good building practice and compBance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10' WALL: 4-8d COMMOb JOIST TOE-NAIL State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3~7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CON91-RUCTION CODE AND construction details and procedures to ensure a professionally finisbed, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL 2006 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that ali work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 meets current federal, state, county and local codes, ordinances and regulations, etc, Wall studs above and studs be[ow a floor [eve[ shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member [n the floor assembly with uplift connectors in BLOCKING EACH TOE accordance with table 3.3. TO RAFTER 2 - Bd COMMON ATTICS w/STORAGE 3), Dimensions shag take precedent over scaled drawings. END NAIL DESIGN LOAD CALCULATIONS 20 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 TO RAFTER 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) First wall studs shall be connected to the foundation, sill plate, o,r bottom plate with up]fit END NAIL 40 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inche, in concreteXX/ALL FRAMING:ROOMS (SLEEPING) 30 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under STAIRS construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL 40 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the ancho~r bolts, Anchor bolt QTY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (~stoN~u FOR CAT. C) anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMOh FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS 4 - ]6d COMMOh EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c, at the pane[ edges and 12" D.C. in the field, and STUD 2 - 16d COMMOi~ D.C. NAIL 7), The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior at?ached with 5d cooler nails at 7" o.c, at panel HEADER TO 16" O.C, FACE FIRE PROTECTION Sym.: such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" D.C. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS in table 3.1Ba-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shalt be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL 6)~ TYPE II EXTERIOR SHEARWALL CONNECTIONS: ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type II exterior shearwal[s shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. FLOOR JOIST, gAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BND JOIST OR BLOCKING FOOT SEE NOTE: 1,2 J GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of fin[shed floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Allowable sidewall lengths provided in table 3.14 shall be perm[tired to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. inter[or shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL [ NOTES 3). Provide ~/2" expansion joint material between concrete slabs and abutting 2,4,4,2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 [ g SEVERE 3 FT. MODERATE SLIGHT TO JOIST TO: PER TOE TO HEAVY MODERATE ~1 NONE concrete or masonry walls occuring in exterior or unheated interior areas, fl). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - Bd COMMOh JOIST NAIL Header and/or girder connections shall be attached wfih uplift connections in accordance ROOF SHEATHINGREQUIREMENTSFOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shall BRIDGING EACH TOE be installed with #5 e-bar, lg long at 12 o.c.. Use approved epoxy for mstalJahon. 3.5. SHEATHING LOCATION r ...... with table 3,B. Window sill plates shall be have steel connectors lin ,ccordance with table TO JOIST 2 - gd COMMOh END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE 5). Unless otherwise noted, aB slabs on grade to be 2500 p.sd.. Concrete to be BLOCKING AT PANBL EDGES SUPPORTS IN THE PANEL FIELD NOTES poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing, Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST 2 - Bd COMMOI~ EACH TOE END NAIL 4* PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" O.C, SEE NOTES: 1,3 to be minimum 3-1/2 inch thick. All fill to be compacted to 950/0 relative density with Where a ridge is to be used as a ~tructuraJ begm, the caners shall ~eJrher be notched and BLOCKING TO: EACH TOE 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge .<ILL OR TOE PLATE 3 - 16d COMMO/, BLOCK NAIL INTERIOR ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 12" D.C. SEE NOTES: 1 NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wail shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUJSS Bd COMMON @ 4"o.cjgd COMMON ~ 4" D.C. SEE NOTES: 1,3 6), Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. ~ 3 - 16d COMMOh JOIST NAIL Bxi6 cast iron foundation vent for every 150 sq. ft. of area. TO BEAM 7). Dampproof exterior of foundation with bituminous coating as per section R406 of DEC K AN D COVERED PORCH NOTES: JO~ST ON LEDGER PER TOE NOTES TO BEAM 3 - 8d COMMON JOIST NAIL N.Y.S. ResidentialConstrucfionCode. A6.milpolyethylenefilmshallbeappliedover 1).Unlessotherwisenoted. a,lftamingmaterialtobe#1ACQpressuretreatedlumber. BAND JOIST THESENOTESAREONLYTOBEREFERREDTO,FMENTIONEDiNSCHEDULENOTESONLY. the below grade porLion of exterior walls prior to backfilling. Al[ fasteners, hangers and anchors to be galvinized or stainless steel, TO JOIST 3 - 16d COMMOt, PER END JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as per section R405 of N.Y.S, Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers ,and nuts. BAND JOIST TO: Girders on concrete piers shag be anchored with proper steel connectors anchored SILL OR TOP PLATE 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shag be used. FOOT SEE NOTE: 1 FRAMING NOTES into concrete with. minimum 1/2" die x 7" long anchor bolt with 'washers and nuts. ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing,assumes sheathing attached to rafter/truss framing members with G>0.49. I), All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing, JOINT DESCRIPTION NAIL NAIL For framing members with <0.42 <G<0.49, the nail spacing shall be reduced to 6 inches D.C. Edition Wood Framing Construction Manual. Use a minimum 1/2" die x 8" long anchor bolt with washers and Tuts. Footings Shall be 3 fi, QTY. SPACING 3). Tabulated 4 inch D.C. nail spacing atssumes sheathing to rafter / truss framing members with G>0.49. For 2), Unless othecwJse noted, all framing and structural wood material to be #2 + BTR. below grade, Porches with covered roofs shall have 12" die, conclrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0,42 <G<O.4g,, the nail spacing shall be reduced to 3 inches D.C. WECM-SBC XX/ALL SHEATHING REQUIREMENTS FOR JIND LOADS: Douglas Fir. 4). Deck ioists to have blocking at 8'0 D.C.. C E ILl N G SHEATH ING:SHEATHING LOCATION NAIL SPA,CING NAIL SPACING AT INTERMEDIATE J NOTES 3). Floors, walls, ce[lings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the bluBding and ledger. I NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers: and nuts JOINT DESCRIPTION QTy, SPACING 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 7" O.C. EDGE 4' EDGE ZONE 8d COMMON ~ 6" O.C. gd COMMON @ 12" O~C. SEENoTE:NOTES:2 FOR1' 3 10" O.C. FIELD INTERIOR ZONE 8d COMMON @ 6" O.C, 8d COMMON @ ~2" D.C. SEE NOTE: 3 Bearing warl headers to have (2) ]ack studs and (2) full length studs on each side of all 6). Concrete p ers shall be a minimum 6" above grade. WALLBOARD 5d COOLERS openings. LVL headers to have (B) jack studs and (2) full [ength studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joislt shall also be anchored ,NOTES openings between 4'1 and 6'0 and 2x6 wall openings between ,5'11 and 8'9. Provide fire to girder(s). NAIL NAIL J and blocking where applicable. JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO [E MENTIONED IN SCHEDULE NOTES ONLY. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shalJ be assembled and anchored the same manmer as a typical building. STRUCTURAL PANELS 8d COMMOh AS PER TABLE 3,9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall WFCM - SBC be used. anchors where applicable to all connecting joists.PLUMBING NOTES 7/ 6" osg B" o.c, EDGE framing Floors to have ceramic tile instal[ed shall be verified for proper load capacity unless noted Construction Code. GYFSUM 7" O,C. EDGE G>0.49. For framing members with Q.42<G<, the nail spacings shall be reduced to 6 inches D.C. on plans, WALLBOARD 5d COOLER~ I0" O,C. FIELD 3). For exterior panel siding, galvinize!d box nails shall be permitted to be substituted for common nails. 7). Provide 2- I-3/4 thick micro[ams ( height to matcb floor joists) around stairwell and/c r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR S HEATH IN G: NOTE: other access openings unless otherwise noted (typical1. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 8), Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PRO'VIDE SOIL TEST TO VERIFY 6" O.C, EDGE EXISTING CONDITIONS,. MINIMUM 3000# CAPACITY. where appBcable un[ess otherwise noted, state code and manufacture's recommendation for max[mum hole ~[ze and spacing permitted. ~TRUCTURAL PANELS gd COMMOh 12" O.C. FIELD 9), Provide blocking/bridging in floor joists at B'0 D.C.. Use solid blocking in floor)oistsHVAC SYSTEM NOTES i" OR LESS under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to ali appficable codes and safety NOT ES:. z,. USE SIMPSON HANGEERS AND ANCHORS WITH Z-MAX TRIP~LE PROTECTIVE COATING PO[{ CONTACT WiTH ACQ. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed, 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. I). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3j. HVAC subcontractor to provide final system byout drawing and submit it to the General nailed 6" on-center at the pane[ edge. If wall sheathing Section P.602.8 - F[REBLOC}qNG R[EQUlRED adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shah be doubled, or alternate connectors, ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected u~in~ parallel fowl of C. udl or ~tal~]~ered 3]. Instal] Smoke detectors and Carbon Monoxide detectors throughout as per sect[on R317 to be reduced to1 - 16d nail per foot. drop cei]~n~l and cove fl~m, ~nd produc[s of combustlom 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to J J JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE I0~WALL: 4-8d COMMOh RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-gd COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMO~ JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - 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 WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - Bd COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWEI. UNG BUILDING HEIGHT (SEE PLANS) TOTAL SQ, FT. OF CONSTRUCTION (SEE PLANS) DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CON91-RUCTION CODE AND 2006 SBC HIGH WIND EDmON, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 DESIGN LOAD CALCULATIONS ATTICS w/STORAGE 20 (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY (~staN~ 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 Sym.: (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMOh FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - ]6d COMMOh EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMOix D.C. NAIL HEADER TO 16" O.C, FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM g ~ 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESH[ELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 LaS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE I1 NONE JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - Bd COMMOh JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - gd COMMOh END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMOh END NAIL BLOCKING TO: EACH TOE SILl. OR TOP PLATE 3 - 16d COMMO/, gLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMOh JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMOr, JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 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 INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON ~ 12" D.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRU~SS 8d COMMON @ 4" O.( 8d COMMON @ 4" D.C. SEE NOTES: 1,3 SHEATHING LOCATION NAIL SPA,CING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS tN THE PANEL HELD NOTES 4' EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" O.C. SEE NOTES: 1.3 ( gOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.E 8d COMMON @ ~2" D.C. SEE NOTE: 3 JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL AS PER TABLE 3,9 PANELS 8d COMMOh WFCM - SBC 7/16" OSg 3" O.C, EDGE PLYWOOD 6d COMMOh 6" O.C. EIELD GYPSUM 7" O,C. EDGE WALLBOARD 5d COOLER~ 10" O.C. FIELD