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HomeMy WebLinkAbout32457-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32552 Date: 08/22/07 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 1400 SOUND (HOUSE NO.) County Tax Map No. 473889 Section 106 BEACH DR (STREET) Block 1 MATTI TUCK (HAMLET) Lot 35 SUbdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 26, 2006 pursuant to which Building Permit No. 32457-Z dated OCTOBER 26, 2006 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JAMES & CHRIS MESKOURIS (OWNER) of the aforesaid building. N/A stJFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 3026013 08/03/07 N/A PLUMBERS CERTIFICATION DATED 4z;,"~ Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLlCA TION 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: I. 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 2/1 0 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. 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 Cer1itlcate of Occupancy is denied; the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certitlcate 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 Certitlcate of Occupancy - $.25 4. Updated Certitlcate of Occupancy - $50.00 5. Temporary Certitlcate ofOccnpancy - Residential $15.00, Commercial $15.00 g~"/i!J7 Date. New Construction: ../ Old or Pre-existing Building: /</co - S:cPv.vd htitU. k ~.,._ House No. Street (check one) ,/jJ_~cJ:'-,-vc/c: / Hamlet Location of Property: Owner or Owners of Property: ;J7 e.~~u r , .~ / l~t, ( C'~. s Subdivision Suffolk County Tax Map No 1000, Section C-+;<>-r- /L, -I), Block I Lot...&$ Filed Map. Lot: Permit No. 3;;. '-f >1 ::<. Date of Permit. _Applicant:_____.~_ Health Dept. Approval: -_____~i_-- ___ Underwriters Approval: ____ ___.___. Plmming Board Approval: ~. Request for: Temporary Certitlcate '__n. Final Certificate: ~ (check one) Fee Submitted $ rJ S. o{) ~L~"~ Applicant Swmture ~ ~_7:J.f""3.L C:...o .JC:?;>..2 55 .2. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32457 Z Date OCTOBER 26, 2006 permission is hereby granted to: JAMES & CHRIS MESKOURIS 127 BEVERLY ROAD DOUGLASTON,NY 11362 for : ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT. (THIS REPLACES BP #31692-Z at premises located at 1400 SOUND BEACH DR MATTITUCK County Tax Map No. 473889 Section 106 Block 0001 Lot No. 035 pursuant to application dated OCTOBER 26, 2006 and approved by the Building Inspector to expire on APRIL Fee $ 334.20 26, 2008_ f ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31692 Z Date DECEMBER 27, 2005 permission is hereby granted to: JAMES & CHRIS MESKOURIS 127 BEVERLY ROAD DOUGLASTON,NY 11362 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT at premises located at 1400 SOUND BEACH DR MATTI TUCK County Tax Map No. 473889 Section 106 Block 0001 Lot No. 035 pursuant to application dated OCTOBER 20, 2005 and approved by the Building Inspector to expire on JUNE 27, 2007. ,,- Fee $ 434.20 //~. / -- . ,,//' Authorized Signature ORIGINAL Rev. 5/8/02 l!l.l!l ~.., BY THIS CERTIFICATE OF COMPLIANCE THE ~ ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ PECONIC ELECTRIC CORP CHRIS MESKOURIS ~ ~ PO. BOX 1258 1400 SOUND BEACH DR ~ ~ QUOGUE, NY 11952, MATTITUCK, NY 11952 ~ ~ Located at 1400 SOUND BEACH DR MATTITUCK, NY 11952 ~ I 3026013 3026013 I ~ Application Number: Certificate Number: ~ ~ Section: Block: Lot: Building Permit: 324572 BDC: ns11 ~ ~ ~ ~ Described as a 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 the 3rd Day of August, 2007. ~ ~ Name OTY Rate Rating Circuit ilI!l< ~ ~ Alarm and Emergency Equipment ~ ~ Sensor 2 0 Carbon Monoxide ~ ~~~~~ ~ F.!l Dish Washer I 0 1.2 KW F.!l ~ Exhaust Fan I 0 F.H.P. ~ ~ Air Conditioner I 0 30 Amps ~ ~~~~ ~ F.!l Outlet 56 0 Fixture F.!l ~ Fixture 51 0 Incandescent ~ ~ Fixture 5 0 Flourescent ~ ~ Outlet 69 0 General Purpose ~ ~ Receptacle 45 0 General Purpose ~ ~ Switch 35 0 General Purpose ~ ~ Dimmers 12 0 ~ ~ Multi Outlet System lOft ~ ~ GFCl Circuit Breaker 21 00 2200aa ~ @! Receptacle Laundry seal F.!l ~ Receptacle I 0 30a Dryer ~ ~ Continued on Next Page 1 of 2 ~ ~ ~ I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I l!l~.l!l lID.lID I. BY THIS CERTIFICATE OF COMPLIANCE THE I ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ PECONIC ELECTRIC CORP CHRIS MESKOURIS ~ ~ P.O. BOX 1258 1400 SOUND BEACH DR ~ I[J QUOGUE, NY 11952, MATTITUCK, NY 11952 I[J ~ ~ ~ Located at 1400 SOUND BEACH DR MATTITUCK, NY 11952 ~ ~ 3026013 3026013 ~ ~ Application Number: Certificate Number: ~ ~ Section: Block: Lot: Building Permit: 324572 BDC: ns11 ~ ~ ~ ~ Described as a 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 the 3rd Day of August, 2007. ~ ~ Name OTY Rate Rating Circuit ~ ~ ~ Disconnect 1 0 60a Air Conditioner ~ ~ Receptacle 7 0 GFCl ~ ~ Seni~ ~ ~ I Phase 3W Service Rating 200 Amperes ~ ~ Service Disconnect: 1 200 cb ~ ~ Meters: I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ seal ~ ~ ~ ~ 2 of 2 ~ ~ ~ I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I [!)~~lID 1 own Ilnll, 53095 Moln nood r. O. (Jox 1179 Soulhold, New YOlk 11971 _rrr1:1rn~~ frff~'l>\\fFUL.t ;~ (JIW ~.~ ~ ~ ~ - g =e ~ ~ ,~~. ~ ~\ ',\:!OJ. .. ""~ 1111 "'",,,,,;,-,.,-tfllf Fnx (516) 765-1823 Telephone (516) 765-1802 OFFICE OF TI-IE BUILDING INSPECTOR TOWN OF SOUTI-IOLD C E R T I F I CAT ION DATE: July 74, 7007 Bu1.ldlng Penult No. /J/6f/J Z- Owner: Lh~.i.J...~I!'SIWVr/~ (please ptlnt) ~ 3;}ys1 PJ umber: _1;lt.E~~_ ~ ~ElI)Jt!J!lqiIlg. ];leating & Air Conditioning Corp. (please prInt) 1 certify that the solder used in the water supply system contaIns less than 2/10 of 1% lead. ~ ~ /~"Zd/.r ~e;s SIgnature) ~fi-'/7t. ~~ Sworn to before me this 24th day of July MLl.Q..O 7 Notary publIC, Suffolk . County EII..n M. Roache Notary Public, State of New York No, 4826942 Qualified in Suffolk County Commission Expires January 31, 20-1.0 JAMES]. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: July 12, 2007 To: Town of South old Re: Foundation l' $2'" /StrappinglFraminglPlumbingllnsulation Inspections Meskouris 1400 Sound Beach Dr. Mattituek, NY 11952 Permit#31692Z ee." 3'J.'1S7 To Whom It May Concern: This letter certifies that First and second foundation, Framing, Strapping, Plumbing, Insulation, and ventilation Inspections were Performed on this Structure, and all work was done as per amended plan, and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. ~;,.~\ ~~\~ ~. \.~- R ~\ ~~>o/ \\'1 ". ~~~ ~ ~..,;:r<~:~'l)" " 'r.(" ~ \),.... \" ,....,. ....\ ~c (',1'1- \, "\ 3 :;L't5 7 2-. 1~~~ TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISt CONSTRucnoN REMARKS: [ ] ROUGH PLBG. [ ] INSULATION ~INAL [ ] FIRE SAFETY INSPECTION [ ] FIRE ISTANT PENETRATION , .- '-<.. V Q 0, ~~~~.~~~i- ~ - Co -0 , DATE]f 7 INSPECTOR ~ )i-DV~ ~^. 3;)'-(5/ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION J><l: FOUNDATION 1 ST [] ROUGH PLBG. )xfFOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION A- DATE /d-~d-)-o' INSPECTOR ~~ FIELD INSPECTION REPORT DATE COMMENTS ~ j'll~ ~~ ~~"'-.\ !~ ~ ~ J7 FOUNDATION (1ST) ~ #..1 ~ _ ~V" FOUNDATION (2ND) ~~ d.j'~ ~ ~ ROUGH FRAMING & PLUMBING . ~ //,0-'.... ....t.. o OIl C) >-3 r:; l":l >-3 (j\ Cl ~ "Z \) Q(~ 1>... ~ 5 INSULATION PER N. Y. STATE ENERGY CODE , /J --z..AU. ft l'A-v 'V v {\J 1\ -(, -C '7 1-....... ~ ..u. ~ ...:.. tJ K L..-I r JI.-;.1J ,::rh ;no... - ,...~ 't.+ . \.../lA 'JL 1/ ~;/ p V .--- ? ~. ------- ~ FINAL ADDITIONAL COMMENTS /I/.q/L .II", u //. J /J//h//l '/112..1,(/ fUIAJ Ad.l .LL,~ /d L uu ,i../AI'p) { 1411./ I///Jr "f{j'Lt1J/7A "'~.A // =-~lh,' f/fn L' t/_ -" , '/04 /7 /J /n v1I-7: /J A ~ nA ~/ /J :J ")/I:;/A:/ C '/,/V '1/' '1/'6D/, We.. Net cY ..3~.A J CLA i--' 1~?()_07 Jro-"Itf .r/::: ~ }\.{.. ; ;;(-1\ ....~ ~J,::;' .... 1I-u-.. tI~ 'II () '/ C7 'bb./1 ~'''~''/\s <:./.1 'fLQ C6 , -'- ~ l;\ 6' ~ 0 ~.~ t/l m ;l:I A A ~ w- t;l:1 ..J ,~... AI &.~ ~ '" _7-. t>l.M t2..... rl V ..;:z CT.-/ (; , ~~ ...~..... ~<"') 1/ ::l~ 1-" 000 r-l Z '\ , = l":l Z--~ ___..>-3 J>; l":l 'll :-' "1 ' TOWN OF SOUTHOLD ,'..:;' , BUILDING DEPARTMENri I TOWN HALL ! . I SOUTHOLD, NY 11971 I 3 iT _ , TEL: (631) 765-1802 ! l d" I FAX: (631) 765-9502 I, ~ www.northfork.net!South~~RMITN()~ '1 3/6"12:e BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health ../ 4 sets of Building Plans ------ Planning Bo'!J'iapproval Survey / Check 4t. 1,.;( "-IV Septic Form N.Y.S.D.E.C. Trustees A Contact: CArr.l ~ L . tI'..L__7........... Mail to: i' ([]7L Building Inspector Phone:5/c::;.- 3f'~~"?.:lS- ~ ~. , :;;.OLD APPLICATION FOR BUILDING PERMIT Date 1(1- / P zooS- '- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and 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 ~hall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector jf issues a Certificate of Occupancy. t...',). f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of ~\.'\ issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the:. \~.~, property ~ave been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an .' [~ addll10n SIX months. Thereafter, a new permIt shall be reqUIred. :" APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the "~ Building Zone Ordinance of the Town of South old, Suffolk County, New York, and other applicable Laws, Ordinances or ' Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ., / ~ . ~~'.1 /r./&;" - <?VJ- (SignatureA applicant or name, if a c6rporation) Olso.J;p/V.I ~c<J~ ~J/ ~ (MOiling address of1lpplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder a 1""1 /- r Name of owner of premises .1 ,: ~: 4,:'1' /4Pv r,-.[ (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. I. Location of land on which proposed work ill be d.one: .r;;v", c! ~,U. House Number Street w#f.4 Ham et County Tax MapA/o. 1000 Section Subdivision C ApT' ;<:) ,.I. (Name) /or., Block 0 I Filed Map No. ~..'-; Lot 3r' Lot " J 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S..-.; ~ A d4 v /' b. Intended use and occupancy , I 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Other Work -- Alteration ~ (J, tU,P (Description) 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories R1f1 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size oflot: Front S'() Rear 50 Depth ..7:J r 10. Date of Purchase Name of Former Owner II. Zone or use district in which premises are situated fi' '/0 . 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_ 13. Will lot be re-graded? YES ----NO_Will excess fill be removed from premises? YES_ NO_ 14. Names of Owner ofpremise~ ~A:c~'i.s Name of Architect :J. Lt" I Ut . , Name of Contractor Address Address ,4",_ . ..'-<- Address Phone No. a-o(, Phone No II' f/- 20 i'" -,{fJ-o Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO _ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. 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 accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTYOF~ ~ Ls ~ <fA"': being duly sworn, deposes and says that (s)he is the applicant (Name of individuar8igning contract) above named, (S)He is the Q6:~ (Contractor, Agent, orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. t,q before me thiOJvb ~ day of 0V 20 DC; ~L ./ Signature of Applicant MELANIE DOROSKI NOTARY PUBLIC, Slate of New~ No. 01 D04634870 Qualified in Suffolk County ..... /\7\1 ,., Commission Expires September 30~ y l ~~. .' . 'J'tIP'lTH T , TERRY tOW1'l CLERK 3/,h1 ;).. ~ "h,' _ . , ,I , rllWII Ibll. 5)0'15 Mtult P,O, On< IIH Sl)uthohl New York. F JX (S l(d 7ft~. I R ") T clq,tl(lnc l.'i I (q 7(,,\-:: ItEGISTnNl or VlTAL STATlSllCS Mi\nnfACF.. orrlCl.:n RECOn.DS ~i\CEMENT OFrrCEI~ fREEDOM Of INfOrlMATlON Officer OFFICE OF THE TOWN CLERIC 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 14, '993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (1) new forms to be used under tile Flood Damage Prevent regulations ,J OJ the Code of the Town of Southold: f\pplication" [FDP(93)), and ('Certificate Special Flood Hazard A,'ea [(IC(93Jl, "Floodplain Development Pe rmi t I ') 7/r Devek;pmen t in , / of Compliance o :~1,0' ! ;: , '-1 J , "I ., 6Gu. DC:PT-"'-'~' TOW:4 OF SOtJillOLD ~' L1~ ~T,T~ Southold Town Clerk August 15, 1993 .~ . . . " " .i~.. . " APPUCA TION II r^GE I of 4 TOWN OF SOUTHOLD FLOODPlAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate, ~ , SECTION I: GENERAL PROVISIONS (APPLICANT 10 read aod ,;gn): L No work may start until a permit i; mued, 2. The permit may be revoked if any fille slatements an made herein, 3. If revoked, all work must cease until permit i; re.mued. 4. Development shall not be wed or occupied untU a CertifiUlte o( Complian~ " mued. 5. The permit will expire if DO work is commenced within six months of issuance. 6. Applicant is hereby informed tbat other permits may be required to fuIfillloc>J, state and Cederal regulatory requlremenu. 7. Applicant hereby gives colLSeolto the Local Administrator or his/her representative to make reasonable . inspectJOILS required to verify compliance. . 8. 1, THE APPLICANT, CERTIFY 'lliAT ALL STATEMENTS HEREIN AND IN ATIACHME]'ITS TO _ THIS APPLICATION ARE, TO THE BEST OF MY OWLEDGE, TRUE AND ACCURATE. . '; (APPLlCAI'frS SIGNATUREl4 ,'J?' ~'- - a1 ~ DATE .I~t,,/4J / ~ / /ll~A>""".r/ / / SECTION 2: PROPOSED DEYELOPMENT (TQ, be completed bv APPLlCANlJ NAME ADDRESS TELEPHONE APPLICANT B UlillER ENGINEER PROJECT LOCATION: To avoid delay io processing the 'ppuc:I"on, plea5e provide enougJl information to easily ideotify the projeer location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance lo the nearest Lnlersecting road or wctl.knovrn landmark.. A skClCb attached to thi.s application sbowing the project location would be helpful. FOP( 93) ".. . II' ". " .i*'. " APPLlCA TlOI' ;';' PAGE10Fd DESCRIPTION OF WORK (Check all appuGlblc boxes) A ';TIli1.CIURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE o New Structure o Addition o Alteratioo o Relocation o DemoUlioo o ReplaCl:meot o Resideotial (1-4 FilOlily) o Residential (More than 4 FamUy) o Noo-resideotial (FloodproofUlg' 0 Yes) o Combined Use (Resideotial & COlJUOerciaJ) o Manufactured (Mobile) Home (In Manu- faclured Home Park? 0 Yes) '" ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMEI'IT ACIlVlTIES: I , , / o Fill 0 Mining 0 Drilling 0 Grading o Excavatioo (Except for Structural Developmeot Checked Above) o W.lercourse Alleralioo (locludiog Dredging aod ChannellyfodwC3lioos) o Drainage Improvemeots (loduding Culvert Work) o Roa,ii, Street or Bridge Cooslructioo o Su~visioo (New or Expaosioo) o [yHividual Water or Sewer Systcm o Otber (Please Specify) / / /' , 'J Afl,.f completing SECnON 2, APPLICANT !>houJd submi{ form (0 Laca..! Admi.nislraror for rcvie-w. SECTION); FLOODPLAIN DETERMINATION (To be eomoleted by LOCAL ADMINISTRATOR) The proposed dcvdopmc[]( is 1<X::J.(cd 00 FIR.}.1 Pand No. Dated Tnc Proposcd Development: o u l>!QI located in . Special Flood Hazard Area (Notify the .ppUcant that lbe applicatioo review is compl<te and NO FLOODPlAIN DEVELOPMENT PERMIT IS REQUIRED). o l.s located io . Special Flood Haurd Area. FIRM I.Qt1C de.."i!1Dation i.s 100- Year Oood elev.tioo .1 the sile i5: Ft. NOVD (MSL) o Uoavailable o The proposed development is IOC-ilICd '0 it Ooodwa.y FBFM Paocl No. DaLcd o Scr :,cuion ,j (or .Hidi{ional inslfWlioo\ SIGNED DATE '.' }. . ..' , ,r . Al'PLlCA TION >'I PAGE) OF 4 - SECTION ~: ADDITIONAL INFORMATION REOUIRED (To he comnkted bv LOCAL ADMINISTRATORJ The applicant musl submil Ihe documents checked below before Ibe application can be processed: o A site plan sbowing tile location of all cmllng SlrUC{urcs, w-a(~r bodies, adj~cclJt roads, 101 dimeosious and proposed developrneoL o Development plans, drawn 10 scalc, and speciClcalif,ns, ineluding wbere applicable: <letail.l (or ancboring slructures, proposed ekvation of lowest floor (including basement), tyPes of water resistant matcrials used below tbe rust Ocor, details of Ooodproofwg of ut.i.lilies located below lhe flfs. floor and details of cnclosUlfe, below Ibe rar'l floor. Also. o Subdivision or alher development plans (I( Ibe subdivision or atber develapmenl exceeds SO 101' or 5 acres, wbichever is Ibe lesser, the applicant !!!Jill provide l00-year flood devalio;" if they are not otberwise available). o PI31lS sbowing lbe extenl of watercourse relocalion and/or landform alterations- o Top of new fill elevation Fl. NGVU (MSL). o Floodproafmg protection level (non-residenlial only) Fl: NOVO (MSL). For Ooodproored slructures, ~!~ppl.icaD( must attach certification (rom r~gislered engineer or _ architect. (/ ,/. o Certificatioll from a,r:gislered engineer tbat tbe proposed activit? in a regulatory Cloodway will oat rt:.Sull in.M.Y increase in tbe height of the lOO-year flood. A copy of all data and caJo+!atlons supporting tlUs flnding must also be s\JbmiUcd. o Other. SECTION 5: PERMIT DETERMINATION (To be comDlcled bv LO...:AL ADMINISTRATOR) I bave determined lbaltbe proposed activity: A. 0 Is B.O Is nol in conformance with provisions of Local Law " , 19 Tbe permil is issued subjecllo tbe conditions attached lo and made part or this ~rmil. - SIGNED , DATE J( BOX A is chcc\.:cd, lbe Local Admin.islratof may lSSUC a DevelopmeDt Permit UPO(l paymcot o{ d"esignaled fa. If ~OX B is cnecked, tbe Local Admin..istrator will provide a y.,rr11{eO summary of deficiencies. Applicant may reYlSC and resubmit an application to {he Local Administrator or may request a bearing rrom tbe Board of Appc:Js ....." .1)." " APrLlCA TION ~ PAGE40F, APPEALS: Appealed to BOaId of Appeals' 0 Ye, 0 No Hearing date: Appeals BUilld Dt...l..~;vU --- ApP,vyt...d? 0 Ycs 0 ~16 Cooclitions SECTION 6: AS.OUILT ELEVATIONS fTo be submitted bv APPLICANT before CeniJiC3te of ComDlianee is issued) The foUowiog lnformatioD must be provided for project structwcs. This sectioD mlLSt be completed qy a registered professional engineer or a licensed land slm'eyor (or atlacb a certiliC3tion to llili application). Complete 1 or 2 below. L Aetual (As.Built) Elevation of the lop of ihe lowesl noor, iocluding basement (in Coastal Hieh Haz.a'rd Areas. hattom of lowest structural member of tbe lowest noor, excluding pillng and columns) is: Fr. NGVD (MSL). L - "Actual (As.Built) Elevation of noodprooHng protection is Fr_ NGVD (MSL). ! ' - --, j i ;: I NOT;::: Asly work: pcrforlncd prior (0 submiuaJ/of the above information is at tbe risk ;6r the Appl(~canL / j ! / SECTION 7~ COMPLIANCE ACTION rro be com Dieted bv LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete Iou. section as appliC3ble based 00 inspectioD of the project to ensure compliance with the community's locaJ law for Oood damage prevention. INSPECTIONS: DATE DATE DATE DEFlCfENOES? 0 YES 0 NO DEFlCIENOES? 0 YES 0 NO DEFlCIENOES' 0 YES 0 NO BY BY BY SECTION 8: CERTIFICATE OF COMPLIANCErro be comoleted bv LOCAL ADMINISTRATOR) urtificatc of Compliance issued: DATE: BY: .' , t't. . f.,. .' '. .' Attachlnent B . / j / B Al-n;.GE CERTlfICATEjJF COMPLIANCE for Developm~nt in a special Flood Hazard Are~ -. " I. t . t, i " "'. I ~', . , , ~ " .. .' '. , TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (.G.WI'iER-MUSLl1En TN TIfTS f:ERTIFICATE) 'c PERMIT NO, PERMIT DATE PREMISES LOCATED AT: CHECK ONE: o NEW BUILDING o EXISTING BUILD lNG o VACANT LAND OWNERS NAME AND ADDRESS: } j " , ! / j / TI-IE LOCAL ADMINISTRATOR IS TO COMPLETE A, OR B. BELOW: A, COMPLIANCE IS HEREBY CERTIFIED WITH TIlE REQUIREMENTS OF LOCAL LAW # ,19 SIGNED: DATED: B, COMPLIANCE IS HEREBY CERTIFIED WITH TIlE REQUIREMENTS OF LOCAL LAW # I 19~1 AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C / C (93) James J. Deerkoski, P.E. 260 Deer Drive Mattiluck, NY 11952 (631) 298-7116 NOY .. ?f :......~-~.., November 3, 2006 Town of Southold Building Department Town Hall Southold. NY //97/ Re: Meskouris Residence 1400 Sound Beach Drive Mattituck, NY 11952 Dear Sirs: Please note the following concerning this application: Pursuant to the FEMA Substantial Improvement Guidelines, 1 have reviewed the existing dwelling prior to this construction project (August of 2005). In addition, I have reviewed an appraisal report completed on November 28, 2005 for the subject property and I conclude that the value in place of the dwelling at this time (fair market minus land value) to be approximately $205,800. Further, I estimate the cost of construction for the proposed addition for my plans as filed and the remedial roof work required to the existing dwelling (pursuant to my plans and specifications) to be approximately $55,000.00, or 26. 7% of the value in place. Please call if you should have a~~~tional concerns about this application. " '. . Jam ); ~Ski, PE. .JEFFREY T. BUTLER, P.E. 20 CVERHILL RD. SHOREHAM, NEW YORK 1 17B6 631 -B21 -BBSO LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF" PROFESSIONAL ENGINEERS December 7, 2005 Town of South old Building Department Re: Meskouris Residence 1400 Sound Beach Drive, Mattituck Dear Sirs: Please note the following concerning this application: . Pursuant to the FEMA Substantial Improvement Guidelines, I have reviewed the existing dwelling prior to this construction project (August of2005). In addition, I have reviewed an appraisal report completed on November 28, 2005 for the subject property and I conclude that the value in place ofthe dwelling at this time (fair market minus land value) to be approximately $205,800. Further, I estimate the cost of construction for the proposed addition and the remedial roofwork required to the existing dwelling (pursuant to my plans and specifications) to be approximately 45,000.00, or, 21.8% of the value in place. Please call if you should have any additional concerns about this application. ",~ !, ,I S.incerely, D & J APPRAISAL SERVICE File No. DJ583 11/28/2005 Chris Rivera 250 Sound Beaeh Drive Mattituck. NY 11935 I have personally completed a partial cost approach of the real property at 1400 Sound Beach Drive. Mattituck. NY 11952. The purpose of this assignment was to develop an opinion ofthe total estimated replacement cost of the structure less the physical depreciation. The intended user of this appraisal report is Chris Rivera on behalf of James and Chris Meskouris. This report will be used as a guide for future home improvements. It is my opinion that as of November 18th 2005 the total estimated replacement cost of the structure less the physical depreciation is $205.800. SCOPE OF WORK To complete this assignment I completed the following: V iewed the subject site and surrounding properties to note any external intluences on the subject property. Inspected the exterior and the interior of the subject house and improvemcnts to evaluate the physical characteristics and condition of all the improvements. Researched economic data. town assessor records. Interviewed local builders to observe recent trends of Building costs in the subjects market area. Analyzcd the data collected and completed the cost approach of the subject dwelling only. Prepared this Limited Sununary Appraisal Report in accordance with Standards Rulc 2-2(b) of the Uniform Standards ofProtessional Appraisal Practice. As such. it presents sutlicient inttmnation to enable the client and other intended users. as identified to undcrstand it properly. I L. 238 Long Island Avenue. Holtsville. NY 11742 Phone-631-654-9045 Fax-631-654-3324 SUMMARY REPORT UNIFORM RESIDENTIAL APPRAISAL REPORT -- --- land use change [2] Not likely 0 likely o In process To 2% 38% --- ----- . Project Information for PUDs (If applicable) - - Is the developer/builder in control of the Home Owners' Association (HOA)? U YES W NO Approximate total number of units in the subject project N/A Approximate total number of units for sale in the subject project N/A Describe common elements and recreational facilities: N/A Dimensions 50.23x227.65x5Q,Q6x225.30 Site area .19 Acre Corner Lot U Yas lxJ No Specific zoning classification and description R-4Q ResIdential Low-Densltv AA Zoning compliance 0 Legal [X] Legal noncon~ming (Grandfathered use) U Illegal U No zoning Hiqhesl & best use as imnroved: @presentuse I I Other use (exnlain) Utilities Public Other Off-site Improvements Type Electricity IXl Street Asphalt Gas 0 Pronane Curb/gutter None Water lliJ Sidewalk None Sanitary sewer q Cesspool Street lights None Storm sewer I I Allev None Comments (apparent adverse easements, encroachments, special assessments, addendum. Topography Gently Sloping Size Typical For The Area Shape Rectanqle Drainage Appears Adeauate View Long Island Sound landscaping Typical Driveway Surface Asphalt Apparent easements None Apparent FEMA Special Flood Hazard Area lxJ Yes U No FEMA Zone VE (EL 13) Map Date 05/04/98 FEMA Man No. 36103C0139 G Slide areas, illegal or legal nonconforming zoning, use. etc.) See attached GENERAL DESCRIPTION No. of Units 1 No. of Stories 1 Type (Det/Atl) Detached Design (Style) Ranch Existing/Proposed Existina Age (Yrs ) 35 Effective Ane Yrs.l 8-12 . BQ9MS Fover livina . Basement Level 1 1 . Level2 EXTERIOR DESCRIPTION Foundation Concrete Exterior Walls Wood Roof Surface Asohalt Shinale Gulters & Dwnspts. Aluminum Window Type Casement Storm/Screens ThermallYeslYes Manufactured House No Dinino Kitchen Den FOUNDA nON Slab None CJ'aIM Spare None Basement Yes Sump Pump None Dampness None Noted Settlement None Noted Infestation None Noted FalT'ilv Rm Rec, Rm. . Finished area above nrade contains 5 Rooms; 3 Bedroom s); I INTERIOR Materials/Condition HEATING KITCHEN EQUIP, ATTIC Floors Hard Wood / Ceramic Type Hot Water Refrigerator ~ None . Walls Drvwall Fuel Oil Range/Oven [XJ Stairs Trim/Finish Wood ConditionGood Disposal 0 Drop Stair Bath Floor Ceramic Tile COOLING Dishwasher IXl Scuttle Bath Wainscot Fiberqlass Central Yes Fan/Hood [XJ Floor Doors Solid Wood Other None Microwave 0 Heated All of the above are in aood condition. ConditionGood Washer/Dryer H Finished Additional features (special energy efficient items, etc.): Thermal windows Public [2] o o R Private o o o R .._- ------- -- .-- -- -- BASEMENT Area SqH 1164 % Finished N/A Ceiling N/A Walls N/A Floor N/A Outside Entry Yes INSULATION o o o [2] o R Roof Ceiling Walls Floor None Enclosed c:J Enclosed c:J Enclosed l:J Non~- 0 ~O _____ [2] Unknown Bedrooms # Baths Laundrv Other Area SoH 1.164_ 1.164 3 1 1,164 Snuare Feet of Gross Livina Area CAR STORAGE [2] None [2] o Garage o Attached o Detached o Built-In Q Carport I I Driveway 1 Bathls\; AMENITIES Fireplace(s) #~ Patio Concrete Deck Porch Fence Pool #ofcars --- ~-- Yes Condition of the improvements, depreciation (physical, functional, and external), repairs needed, quality of construction remodeling/additions, etc.. The overall -~~ quality of construction of the subiect house is comoatible to the neiohborhood and considered averaae. It has been well maintained and is in overall aood condition with no immediate maior renairs or mooernization needed. The effective aae of the subiect dwellina is less than the actual aae because the entire . interior has been renovated approximately 3 years ago. No functional or external obsolescence was noted. Adverse environmental conditions (such as, but not limited to, hazardous wastes, toxic substances, etc.) present in the Improvements, on the site, or in the immediate vicinity of the subject property: No known or apparent adverse environmental conditions were noted at the time of inspection that would negatlvelv affect the value of the orooertv If the client has a concern a nualified environmental exnert should be consulted. freddieMacFOImlO 6-93 PAGE 1 OF 2 Proou~"dusingAGI ,onware.800.234.8?21 wwwaclwebcom Fannie Mae Form 1004 6.93 Valuation Section SUMMARY REPORT UNIFORM RESIDENTIAL APPRAISAL REPORT File No DJ583 ESTIMATED SITE VALUE - $ Comments on Cost Approach (such as, source of cost estimate, ESTIMATED REPRODUCTION COST-NEW OF IMPROVEMENTS site value, square foot calculation and for HUD. VA and FmHA. the Dwelling 1.164 Sq. Ft. @$ 165.00 = $ 192.060 estimated remaining economic life of the property): 8sm\. 1164 Sq. Ft. @ $ 35.00 = 40,740 The estimated renroduction costs are considered common and tvoical . Fireplace, Patio = 15,000 for this area, They were derived by a recent survey of local builders . Garage/Carport L_ Sq. Ft. @$ 000 = 0 These costs are significantly higher than other areas in Suffolk County Total Estimated Cost New = $ 247,800 because of a lack of comnetition on the North Fork, The aae life method Less 60 PhYSical -j Functional I External Est. Remaining Econ. Life 50 of estimatinn nhvsical denreciation was used in this aooraisal. The . = $ subject has a remaininn economic life of 48 to 52 Years. The dollar DepreCIatIOn $42,000 42,000 Depreciated Value of Improvements = $ 205,800 amount of the external denreciation is attributed to the subiect's "As-is" Value of Site Improvements = $ 15,000 improvements only INDICATED VALUE BY COST APPROACH - $ 220 800 ITEM SUBJECT COMPARABLE NO. 1 COMPARABLE NO.2 COMPARABLE NO.3 1400 Sound Beach Drive Address Mattituck Proximitv to Subiect _._~--~- Sales Price $ N/A $ $ $ Price/Gross Liv, Nea $ 0.00 ~ $ ~ $ ~ $ ~ Data and/or Comps lne Verification Sources lnsoection VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION I +(-}$Adjuslmenl DESCRIPTION I +(.)$AdJuslment DESCRIPTION I 1(-J$Adjustment Sales or Financing N/A Concessions --- Date of Sale/Time N/A : ---" Location Low T rattic Street , LeaseholdlFee &rroIe Fee Simole Site 19 Acre : View Lona Island Sound Desion and Aooeal Ranch/Averaae - -- QJaldv of ConslruclKJf1 Custom Aoe ------ 35 Years Condition Good -- Above Grade Total: Bdrms : Baths Total: Bdrms ' Baths Total: Bdrms I Baths Total: Bdrms : Baths Room Count 90 5: 3: 1.00 : Gross Livina Area 1.164 SoH SaH SoH SoH .-.-- . Basement & Finished Full Basement Rooms Below Grade Unfinished : Functional Utilitv Averane .-- Heatina/Coolina OHW/CAC .._~ . Enemv Efficienlltems Thermal Windows +------ Garaqe/Carporl None : Porch, Patio. Deck. Patio Fireplace(s), etc 1 Firenlace : : - Fence, Pool, etc None Miscellaneous None ------- Net Adl. (totall TxT+ TT :$ 0 Ix I + I 1- :$ 0 TxT+ I I :$ -..Q. Adjusted Sales Price Gross: 0.0% Gross: 0.0% Gross: 0.0% of Comoarable Net: 0.0% $ 0 Net: 0.0% $ 0 Net: 0.0% $ 0 Comments on Sales Comparison (including the subject property's compatibility to the neighborhood, etc. I See attached addendum ~. -~ ITEM SUBJECT COMPARABLE NO. f COMPARABLE NO.2 COMPARABLE NO 3 Date, Price and Data No transfers in the Source for pricr sales past 3 years. within year of aooraisal Analysis of any current agreement of sale. option, or listing of the subject property and analysis of any prior sales of subject and oomparables within one year of the date of appraisal' Title to the subiect oroDertv has not been conveyed within the last 3 years. To the best of my knowledge, the subject is not currently listed nor has it been in the last 12 months INDICATED VALUE BY SALES COMPARISON APPROACH. . . . . . .. $ _tif.I'. . INDICATED VALUE BY INCOME APPROACH III Aoolicable\ Estimated Market Rent $ N/A IMo. x Gross Rent Multi lief N/A -$ N/A This appraisal is made [2] "asis" o subject to the repairs. alterations, inspections or rondrtioos listed below o subject to rompletion per plans and specifications Conditions of Appraisal: This is not a comolete aooraisal; onlv the oart of the cost aooroach was comoleted; it is oresented in a summarv format. All normal limitations annlv, The aooraisal assumes a certificate of occuoancv or comoliance exists for the subiect imorovements. Final Reconciliation: The estimated reproduction cost-new of improvements were derived from discussions with local builders The total estimated reolacement cost of the structure less the ohvsical deoreciation is $205,800. . The purpose of this appraisal is to estimate the market value of the real property that is the subject of this report, based on the above conditions and the certification, contingent and limiting conditions, and market value definition that are stated in the altarned Freddie Mac Fam 439/Fannie Mae Fcnn1004B (Revised 6/93 - ). I (WE) ESTIMATE THE MARKET VALUE, AS DEFINED, OF THE REAL PROPERTY THAT IS THE SUBJECT OF THIS REPORT, AS OF 11/18/2005 . (wHI~~:TEOFIN~~ONANDTHEEFFECTlVEDATEOFTHISREPORT)TOBE$ N/A . . APPR : 11 ~)_. SUPERVISORY APPRAISER (ONLY IF REQUIRED): Siqnature /1' /~ SiQnature ODld ODidNot Name De11'"ald G. Stirnweis Name Inspect Property pate Report Signed 11/28/2005 Date Report SiQned State Certification # 45000023431 State NY State Certification # State Or Stale License # State Or State license # Stale FreddieMacFormlO 6-93 PAGE 2 OF 2 FanmeMaeForm1004 6.93 Produced usmg ACI soltware, 800.234.8/27 WWW aClweb com APPRAISAL SERVICES ADDENDUM HitI'll, D.l5K3 Zoning Classification And Description The subjects specific zoning classification is R 40 Residence Low density AA. The minimum lot size is 40.000 Square fect. The minimum lot width is 150 feet. The subject pre-exists currcnt zoning with rcgard to /I'ontagc and lot sizc requirements. This is common as many areas have been up zoned in order to reducc population density. Local building codes normally allow for a new building pcrmit to bc granted if the subject improvements were to bc destroyed by fire. if a certificate of occupancy was issued for the original structures. Sitc Comments No advcrse easements. encroachments. or other conditions were evident at the time of inspection. The subject site has no public gas or sanitary sewer. Bottled propane gas; used for cooking; and ccsspools are common to the area and have no adverse afTect on marketability. At the time of inspection. the cesspools appeared to be operating properly with no seepage or percolation noted. Additional Certification My compensation for completing this assignment is not contingent upon the devclopment or reporting ofa prcdetermined value or direction in value that favors the cause of the client. the amount of the value opinion. thc attainment of a stipulated result. or the occurrenee of a subsequent event directly related to the intendcd use of this appraisal. The signatures on this report may be digitally reproduced. The undersigned has taken adequate precautions to insure the security of the report. I ccrtiry that. to the best or my knowledge and belief: the report analyses. opinions and conclusions were dcveloped. and this report has been prepared. in conformity with the requirements of the Code of Professional Ethics and the Standards ofProressional Appraisal Practice of the Appraisal Institute. I certify that the usc of this report is subject to the requirements of the Appraisal fnstitute Relating to rcview by its duly authorized representatives. \ducndul11l'agclofl File No. DJ583 DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated; (2) both parties are well informed or well advised, and each acting In what he considers his own best interest; (3) a reasonable time is allowed for exposure in the open market; (4) payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and (5) the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions' granted by anyone associated with the sale. * Adjustments to the campa rabies must be made for special or creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market are3; these costs are readily identifiable since the seller pays these costs in virtually all sales transaction5. Special or creative financing adjustrlents can be made to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions based on the Appraiser's judgment. STATEMENT OF LIMITING CONDITIONS AND APPRAISER'S CERTIFICATION CONTINGENT AND LIMITING CONDITIONS: The appraiser's certification that appears in the appraisal report is subject to the following conditions: 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to It. The appraiser assumes that the title is good and marketable and therefore, will not render any opinions about the title. The property is appraised on the basis of it being under responsible ownership. 2. The appraiser has provided a sketch in the appraisal report to show approximate dimensions of the improvements and the sketch is included only to assist the reader of the report in visualizing the property and understanding the appraiser's determination of its size. 3. The appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted in the appraisal report whether the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. 4. The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand. 5. The appraiser has estimated the value of the land in the cost approach at its highest and best use and the improvements at their contributory value. These separate valuations of the land and improvements must not be used in conjunction with any other appraisal and are invalid if they are so used. 6. The appraiser has noted in the appraisal report any adverse conditions (such as, needed repairs, depreciation, the presence of hazardous wastes, toxic substances, etc. ) observed during the inspection of the subject property or that he or she became aware of during the normal research involved in performing the appraisal. Unless otherwise stated in the appraisal report, the appraiser has no knowledge of any hidden or unapparent conditions of the property or adverse environmental conditions (including the presence of hazardous wastes, toxic substances, etc. ) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser is not an expert in the field of environmental hazards, the appraisal report must not be considered as an environmental assessment of the property. 7. The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. 8. The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice. 9. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that is subject to satisfactory completion, repairs, or alterations on the assumption that completion of the improvements will be performed in a workmanlike manner. 10. The appraiser must provide his or her prior written consent before the lender/client specified in the appraisal report can distribute the appraisal report (including conclusions about the property value, the appraiser's identity and professional designations, and references to any professional appraisal organizations or the firm with which the appraiser is associated) to anyone other than the borrower; the mortgagee or its successors and assigns; the mortgage insurer; consultants; professional appraisal organizations; any state or federally approved financial institution; or any department, agency, or instrumentality of the United States or any state or the District of Columbia; except that the lenderlclient may distribute the property description section of the report only to data collection or reporting service(s) without having to obtain the appraiser's prior written consent. The appraiser's written consent and approval must also be obtained before the appraisal can be conveyed by anyone to the public through advertising, public relations, news, sales, or other media. Freddie Mac Form 439 6-93 Page 1 of 2 Fannie Mae Form 1004B 6-93 File No. DJ583 APPRAISERS CERTIFICATION: The Appraiser certifies and agrees that: 1. I have researched the subject market area and have selected a minimum of three recent sales of properties most similar and proximate to the subject property for consideration in the sales comparison analysis and have made a dollar adjustment when appropriate to reflect the market reaction to those items of significant variation. If a significant item in a comparable property is superior to , or more favorable than, the subject property, I have made a negative adjustment to reduce the adjusted sales price of the comparable and, if a significant item In a comparable property is inferior to, or less favorable than the subject property, I have made a positive adjustment to increase the adjusted sales price of the comparable. 2. I have taken into consideration the factors that ha'/e an impact on value in my development of the estimate of market value in the appraisal report: I have not knowingly withheld any significant information from the appraisal report and I believe, to the best of my knowledge, that all statements and Information in the appraisal report are true and correct: 3. I stated in the appraisal report only my own personal, unbiased, and professional analysis, opinions, and conclusions, which are subject only to the contingent and limiting conditions specified in this form. 4. I have no present or prospective interest in the property that is the subject to this report, and I have no present or prospective personal Interest or bias with respect to the participants in the transaction. I did not base, either partially or completely, my analysis and/or the estimate of market value in the appraisal report on the race, color, religion, sex, handicap, familial status, or national ollgin of either the prospective owners or occupants of the subject property or of the present owners or occupants of the properties in the vicinity of the subject property. 5. I have no present or contemplated future interest in the subject property, and neither my current or future employment nor my compensation for performing this appraisal is contingent on the appraised value of the property. 6. I was not required to report a predetermined value or direction in value that favors the cause of the client or any related party, the amount of the value estimate, the attainment of a specific result, or the occurrence of a subsequent event in order to receive my compensation and/or employment for performing the appraisal. I did not base the appraisel report on a requested minimum valuation, a specific valuation, or the need to approve a specific mortgage loan. 7. I performed this appraisal in conformity with the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place as of the effective date of this appraisal. With the exception of the departure provision of those Standards, which does not apply. I acknowledge that an estimate of a reasonable time for exposure in the open market is a condition in the definition of market value and the estimate I developed IS consistent with the marketing time noted in the neighborhood section of this report, unless I have otherwise stated in the reconciliation section. 8. I have personally Inspected the interior and exterior areas of the subject property and the exterior of all properties listed as campa rabies in the appraisal report: I further certify that I have noted any apparent or known adverse conditions in the subject improvements, on the subject site, or on any site within the immediate vicinity of the subject property of which I am aware and have made adjustments for these adverse conditions in my analysis of the property value to the extent that I had market evidence to support them. I have also commented about the effect of the adverse conditions on the marketability of the subject property. 9. I personally prepared all conclusions and opinions about the real estate that were set forth in the appraisal report: If I relied on significant professional assistance from any individual or individuals in the performance of the appraisal or the preparation of the appraisal report, I have named such indivldual(s) and disclosed the specific tasks performed by them in the reconciliation section of this appraisal report: I certify that any individual so named is qualified to perform the tasks. I have not authorized anyone to make a change to any item in the report; therefore, if an unauthorized change is made to the appraisal report, I will take no responsioility for it: SUPERVISORY APPRAISER'S CERTIFICATION: If a supervisory appraiser signed the appraisal report, he or she certifies and agrees that: I directly supervise the appraiser who prepared the appraisal report, have reviewed the appraisal report, agree with the statements and conclusions of the appraiser, agree to be bound by the appraiser's certifications numbered 4 through 7 above, and am taking full responsibility for the appraisal and the appraisal report. ADDRESS OF PROPERTY APPRAISED: 1400 Sound Beach Drive, Mattituck, NY 11952 :::;;S~ i~-- Name' Donald G. Stirnweis Date Signed: 11/28/2005 State Certification #: 45000023431 or State License #: State: NY Expiration Date of Certification or License: 01/02/2006 SUPERVISORY APPRAISER (only if required) Signature: Name Date Signed: State Certification #: or State License #: State: Expiration Date of Certification or License: o Did 0 Did Not Inspect Property State Certified Residential Appraiser Freddie Mac Form 439 6-93 Page 2 of2 Fannie Mae Form 1004B 6-93 Sketch by Ape~ IV'" Comments: Code GLAl FLOORPLAN 24.0' [ I Bedroom , Bedroom I [ f-- I Bath , Bedroom I--':tchen i ~ co "'- " Dining Area Living Room r ......./). t.,. 24.0' Patio AREA CALCULATIONS SUMMARY Descriptlon Size Net Totals First Floor 1164.00 1164.00 File No. DJ583 in .,; ... Breakdown LIVING AREA BREAKDOWN Subtotals First Floor 24.0 x 48.5 TOTAL LIVABLE (rounded) 1164 1 Calculation Total (rounded) 1164.00 1164 C"l co '" ...., o 1 " z -( .... =- "" ... ... rI1 S 38000'00" Ec !,- 'I I I -N-38000'OO" ~ FLOOD ZONES FROM FIRM 36103c.013'l G HAY 4,IQQq C.OASTAL EROSION HAZARD LINE FROH C.OASTAL EROSION HAZARD HAP PHOTO 5Q-533-b3 ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO N.G.YD. I ~. -., ~ / ~ ~ ..J ..J !l! --' ~ ~ '>L ~ ~ /, ~.. ~. ~ UJ I ~ z 2 N ~ I 8 - . '-I - -=1 zl . a I~r -~ I~~ ~:J Cl_ 8--' UJI~ --'~ ~~ u..a ~fl: v I (631) 165-5020 _I NL~~ _DRIVE PROPOSED COVERED PORCH LOT 317 SINGLE FAMILY RESIDENCE PROPOSED ADDITION iL ~, in -' ~ . ~ EXISTING I STORY FRAHE D\I'lELLING WITH PROPOSED FIRST FLOOR ADDITION AND PROPOSED SECOND FLOOR ~ " LOT 36 SINGLE FAHIL Y RESIDENCE SITE Pl_AN I 1..1 I o -' ""> \I) i-" Z EXISTING I" it WATER r- SERVICE g 221.05' DRIVEWAY " ('oj , o ",""", 225.30 EXISTING 3- 17' DIA. x4' DEEP LEACHING POOLS I- SUB.JECT PROPERTY PHOTO ADDENDUM ." '.;s.. .:a.;::.-",,~....; ...:: .;,:.. ',..:' --=--~ ~.n.i ...... ~- -:.:: "":" _.....2:~ ~. -~.. ~ ~.- ...---- - ..... -...--..;..'~ .....-_.~~:..;::-~--. ~ ,- ~:":.,."'-':-"':4-::1 ~ '" ~.~ . --:-..--...... ~-.~... __- __'". -..;,_: ":'.:r;.~- :~~;- ...._ :'c_- __ _~..-: ,. ~ ~;..~,~'- ~1iiI~~.~ " rit::-,'_. File No. DJ583 FRONT VIEW OF SUB.JECT PROPERTY Appraised Dale: November 18,2005 REAR VIEW OF SUB.JECT PROPERTY STREET SCENE INTERIOR PHOTO ADDENDUM "' i .: tll File No. DJ583 LIVING ROOM KITCHEN BATHROOM .. Pennit Number REScheck Compliance Certificate Checked BylDate New York State Energy Conservation Construction Code REScheck Soitware Version 3.6 Release 2 Data filename: C:\Butler Engineering Files\Jobs\MISC_JOBS\Misc Jobs 2005\meskouris\rescheck.rck PROJECT TITLE: MESKOURIS RESIDENCE COUNTY: Suflblk ST ATE: New York HOD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric WINDOW I W ALL RATIO: 0.14 DATE: 10/11/05 DATE OF PLANS: October II, 2005 PROJECT DESCRIPTION: PROPOSED ADDITION AND RENOVATION COMPLIANCE: Passes Maximum UA = 344 Your Home UA = 300 12.8% Better Than Code (UA) Gross Area or Petimeter Cavity Cont. R-Value R-Value Glazing or Door U-Factor 1!A Ceiling I: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window I: Vinyl Frame, Double Pane with Low-E Door 1: Solid Wall 2: Wood Frame, 16" o.c. Floor I: All-Wood Joist/Tmss, Over Unconditioned Space Boiler 1: Other (Except Gas-Fired Steam), 85 AFUE 1520 1486 229 90 140 1390 0.340 0.220 52 96 78 20 8 46 30.0 13.0 0.0 0.0 19.0 30.0 0.0 0.0 COMPLIANCE STATEMENT: The proposed building represented in this docu igned to meet aI has stamped chplans or BuilderlDesign REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Sollware Version 3.6 Release 2 DATE: 10/11105 PROJECT TITLE: MESKOURIS RESIDENCE Bldg. Dept. Use Ceilings: I. Ceiling I: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments; Above-Grade Walls: I. Wall I: Wood Frame, 16" O.c., R-13.0 cavity insulation Comments: 2. Wall 2: Wood Frame, 16" O.c., R-19.0 cavity insulation Comments: Windows: I. Window I: Vinyl Frame, Double Pane with Low-E, U-factot: 0.340 For windows without labeled U-factors, describe reamres: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: I. Door 1: Solid, U-factor: 0.220 Comments: Floors: I. Floor I: All-Wood Joist/Truss, Over Unconditioned Space, R-30.0 cavity insulation Commeots: Heating and Cooling Equipment: I. Boiler I: Other (Except Gas-Fired Steam), 85 AFUE or higher Make and Model Nwnber Air Leakage: Joints, peoetrations, and all other such opeoings in the building eovelope that are sources of air leakage must be sealed. Recessed lights must be I) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance rom combustible materials. !fnon-IC rated, the fixmre must be installed with a 3" clearance tom insulation. Vapor Retarder: Required on the wann-in-winter side of all non-vented 1iamed ceilings, walls, and floors. Materials Identification: [] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [] Materials and equipmeot must be ideotified so that compliance can be determined. [] Manufacturer manuals JOr all installed heating and cooling equipmeot and service water heating ~ . equipment must be provided. Insulation R-values, glazing V-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duet Insulation: ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. ] Supply ducts in unconditioned spaces must be insulated to R-8. ] Return ducts in unconditioned spaces (except basements) must be insulated to R- ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,ortapes. Tapes and mastics must berated UL 18lA orUL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. W.g. (500 Pa). The HV AC system must provide a means fur balancing air and water systems. Temperature Controls: Each dwelling unit has at lesal one thermostat capable ofaotomatically adjusting the space temperature set point of the largest zone. Electric Systems: Separatc electric meters are required fur each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code ofNev.' York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Waler Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Tnsulate circulating hot water pipes to the levels in Table 1. S wimmin g Pools: All heated swimming pools must have an on/olfheater switch and require a cover unless over 20% of the heating energy is fom non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fiuids above 105 "F or chilled fiuids below 55 "F must be insulated to the levels in Table 2. -'" ~ i i EXISTING BEDROOM i 2" P.C. SLAB TO BE lN5TALLED AT A MAx OF 1'0" eEL.OW e:K15TING OUTSIDE GRADE EXISTING CELLAR , VERIFY 16" WIDE FOOTING : PITCH GRADE : AWAY FROM : FOUNDATION , , , , . ,. .. ~ 1,&" WIDE x 8':"PEEP_n_- FOOTING " . .' '. ..' :c. , . ., SECTION C-C il i -." . PROPOSED ADDITION TO: SOUND BEACH DRIVE. HATTITUCK NY seTH. 1000-\00&-01-35 COUNTY OF 6UFFOLK 6C....~, 11-4".1'0. O..TE, Dee-"*,_ 21, 200:;' TOWN OF 50UTI-lOLD DfI!~eT', DS "'_C./EOeT,JTe ~NO, OIOO2!> h_: 2 220 , . j. ~ '" '" 0 <l.l , 0 ill r N . r 0... ::0 '" L- .!l ~ Q) X ..... <l: ::'! lL Ul 0 . I1l <l.l t- <l.l 0 :n<l.l Q) ~ L 4- ::0 4- '" Q) .!l ~ , ..J III I- --........ 0, " " " 4- ANCl-lOR AND eaND NEUl TO EXI,5TING WITI-! -4 SARe., 12" D,C, VERTICAL (TYp_J 24' I" 3' 0" lt ~ " 4' 9W' ," T 2" g" 4'9\h" 3' 0" PRoviDE FLOOD veNTS (4 TOTAl) ElY "SMART V~T" MODEL 1540-520 eOTTOM OF VENT SHAW- ElE INSTALLED WITI-lIN 12" OF 5RADE ~-------- , , , , NOTE, V$.fF'r l-IEI:::E.I-lT OF FOUNDATION TO INSLJRE : n-lAT F1N1et-<eo Fl.ooR 1$ : I AT 13.2 N4IVD I , , , , . , ,. , , , , . , , , , , , , ._-------~---------_. , , , : . , . , , , 8" X 16" F.v. : -------- ------------. , , , , , , , , . , , I en X .------------ . : .. .... ---." ... ... ...... ." .. l. <II. ....... ... : t r------ ---------- -------------~----------- ------------------- :... : : I" , , ( : I : ~: ,. : : : " 11-, I ,.'. 00'. PROPOSED I' I .. ~ I II I : ... I ~",: I NET AREA" 156 SQ. FT. I I ,I <IJ ~ CRAWL SPACE: .. 1- e" X 16" REQUIRED : III X: : A ~ 2' F.C. 5LAB-.5EE : I 4 FROVIDED : ~: to: tl NorE ON SECTION C-C : I : I I I . :... : I I" I .-------------------- ----------t-~-~------- _____________________J ~ ,.-- ------------------ ." ---~i~~~~~~~~~j~~~~~~==t=~== =======================]- NEW FLOOR JOl5T5 FROVIDE 3'o"xio" : OFENIN::3 TO : FROFOSED : CRAWLSFACE ' , , , , , , , 0, , , " : ~ ,~ ~ ,. , " , X , ,. ~ ,<> , '" , , , ANCI-lOR AND SOND NEW TO EXISTING WITI-l .4 BARS, 12" O.C. V (TYF,) , , , , , , , , , , , , , , , , , , , , , , , , : ~ , " , " , , ~---~------- -- ------- - ~ --------<;> -" EXISTING FLOOR JOISTS -- EXISTING CELLAR PARTIAL FOUNDATION PLAN PROPOSED ADDITION TO: SOUND BEACH DRIVE, HATTITUCK NY SCTH . 1000-106-01-35 COUNTY OF SUFFOLK TOWN OF SOUTI-lOLD !Y.:"'l..E, 1/4".1'0" .lPP<ocYale.,...rre ""''''''''I'l,' OS P....ll:, Docoll'ber 21, 200S Joe HO.. 010025 i-': LS .--.--, " , ? 2 05 . III . (L '" '" o <ll ,-!- N r ::0 '" L.... ~ Q) -.-> :) (Q x <:[ lL o lfI . <ll f- <ll I J)<ll Q) 2 ~ 4- 4- Q) -, ::0 '" ~ ~ --l ill I- 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0' . 3~yS F '!" to EXISTING HEATING 5YSTEM TO BE USED FLOOR HEIGHT TO MATCH EXISTING Fc;,. ( AMENDMENT ) ME5KORI5 MA TTITUCK, NY Auguet 01, 2001 JD &CALE 1/4" = 1'0" (!) b ;,. I .... - '" I ;... Ix 0 ] I I ~I 7'-10" - - -- - --- ----- - - -- ----- - - -- - - -- - - -- - - -- - ------ --- - -- 'ff~ "" 0> j. DI':,,-9. o-? '{,,~ +O~'1-'\ ~ ' cr. \ 2ND. FLOOR PLAN !~ .... ~\ \ ,g ,{ . J -. s I SCALE: 1/4" = 1'-0' . ( AMENDMENT ) Pa.. 2 ME5KORI5 MA TTITUCK, NY Aueuet 01. 2001 ecA~E 1/4" = 1'0" JD ...." ~."4_~____:4 ~ ~ ' " ~.. , .. ~ ~ '7 ,',,' ~'"S;O r;:,.~" '7 S m 'l/ 'I'" \~~) -'>. -'>. I \ ~, 'v ,''iI ,-"f )>~, () ~ ,",", " Of);. -i - ~ ~ '7 1 ,">'''' / '" /"'~ -i () - tI1 .,~/ );~/...:.. ~()U' '.' ,)>..4> ("\ () iO "tl ~ ~ '~i~~~~ 7'\ -L. m l' - ()U' > ~9'~ z ()Z ~I" Q!> ,:;j! J..-.UJ nr ~ "Vl 0 ;.. ,~~,.-.- - ':-- l:wg '-C' SI ?::G ~ ~ j:: L.J "".... C\J -1 UJ U-'j '<1::1- ;',,16 UCi) -i (':l/ w::c-q: X tc:::1 is ~ a ::.:> <'-I t-U r U);g ,-:'iZ Cl "" "'is , ("\ ~ =< C) \1 ~ \1 C) r 7'\ 6 ~ C) \1 ~ ~ tI1 r ~ .. '3' ~U' ~e5 tI1 ~ =-AjlJ ey , ,.., eyx() V1 )> , ()_:r~ . tJj \1ZX c::: )>m'3' XLtJJ ,.., .. -<...t>. ~ '3'C) tJJiO tI1 '7'\ ey ~ I\.) ~ ~ "'C I\.) ey . -l tI1 . (j) () c: z \J en ~ o :I: \J ;U - ~ -- ,'-.-,. -- :_-..:] I OC~ --."" .. .. S100d 9N1H"?V'3l d33Cl ,yX 'V'ICl ,<J -," \' 9NUSIX3 U'I > " ~.~<=:~- '<.J.' () UT .b-,9f, _ " -I "- 01 .Ol-,~ - lJJ '- ....\ 0 '- ./ 01 '-./ 0- ~V'.L ?1.1d3S '\ N011V'9 OOb \ Q 9NI.lSIX~-O~ X :oJ I UTI a ).. V'M3NC!lCl t-J 3.l~?NO? OJ :;;-~"" --::'C::~-' :::iV~':::: v I NVlcj ~ I ~~IS I ~8 ~~ ~~ r~ -~ ~- () __Tj' .. IZ ~ i ... 3?N3ClI~ )"lIH'Vd :!l9NIS % .LOl . (.LNI&UOOd Cl3SO~ .LV' 9Nl1l3t-1Cl 3HVC:l::l )..<SO.LS I eNl.LSIX3) (-/+)"q,,"I . <S00ld Cl3HSINld S3l1d NO eNlll~Cl 3HV'1!:Id )..<SO.LS ~ Cl3S0~ I ~q L<=:<=: ij; " . 3?IN:I3S ~V'M .1 eNL1SIX3 SUFFOLK COUNlY DEPARTMENT OF HEALTIJ SERVICES PERMIT FOR AFPROV AL OF CON~rj{UCTION FOR A SINGLE FAMELY F&SmENCE ONLY DATE /1-2.'1-0;)... tiS APPROVED FOR MAXIMUM OF ~ BE '{ MS EXPIRES lHREE YEARS FROM DATE OF APPRQV AL !Z~f~'t~ S2"\>h'c. ~~ s~ L..o ~.~ ~ '-5/"2e '-}O kuL e.v~ ly~~t~~ 3?N3ClIS~ ).. llHV'd 319NIS q," .l.Ol "I,bl ~ lJ1 R 7'i ~ r ~11l ffiS r-t -CJ ffi Til- I II J N () ffi rit ill r ~ I If- N () ffi rii Pi ij; '- 'Cl'A'9'N O.L Cl3?N3C!l3d~ ~V' S:!N11 ~.LNO? ONV' SNOI.LV'I\313 ,"<J-,","~-b~ O.LOHd d\fH ClC!lV'NH NOISO~3 1V'.LSV'O'? H01!:ld :!NIl ClC!lV'ZV'H NOlS01S3 1V'.LSV'O? bbbl'v )"V'H 9 ~IO%OI% H~ld HOC:ld S3NOZ ClOOld M 1I00,000<d~ N - - - -I~ I~ I~ I~ I I~ -- --~~ 3 1I00,000<d~ c; TABLE R301.5 DESIGN CRITERIA "THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). TABLE R301A P MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE ,FOOT OF HORIZONTAL PROJECTION WIND SUBJECT TO DAMAGE FROM ALLOWABLE DEFLECTION OF TRIBUTARY LOADED GROUND WINTER ICE SHIELD AREA w SQUARE FEET SPEED EXPOSURE SEISMIC FROST USE/ STRUCTURE MEMBERS SNOW DESIGN LINE DESIGN UNDERLA7MENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF FOR ANY STRUCTURAL LOAD LOAD ALLOWABLE rIEnBER LOAD (MPHJ CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS SUCTION LOAD CLASSIFICATION CONSTRUCTION STRUCTUAL MEMBER DEFLECTION MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE • 33.7 of EDGE ZONE • 25.6 of FIRST FLOOR • 1344 6Q.FT. o 6 201 To OVER 45 pa( 120 B G SEVERE 36" TO HEAVY MODERATE II YES FIRM MAPS 40 pef 20 peF INTERIOR ZONE . 26.6 pe p INTERIOR ZONE • IS.9 pef R-3 240 SECOND FLOOR TBO SQ.FT. TYPE V RAFTERS HAVING SLOPES GREATER THAN 3/12 ROOF SLOPE 200 •00 600 WITH NO FINISHED CEILING ATTACHED i0 RAFTERS L11D0 FLAT OR RIDE LESS THAN { INCHED PER FOOT INTERIOR WALLS AND PARTIGIAN6 H/ISO (IJJ b 16 U OPENING PROTECTION NE SEE DETAIL SHEET FOR TABLE 830).4 WOOD STRUCTURAL PANELS NIGH WIND CONNECTION RIDE 4 INCHES PER FOO! (1.3)TO LESS THAN 16 y I) PERSUANT TO 1609.1.4, SEE REQUIREMENTS FLOORS AND PLASTERED CEILINGS L/360 u wcHEe PER FOOT n:o FASTENING SCHEDULE ON MINIMUM UNIFORMLY DISTRIBUTED LOADS (FSU RIDE 12 INCHES PER FOOT (IdU AND GREATER 12 12 12 DETAIL $HEET IN THIS SET ALL OTHER STRUCTURAL MEMBERS L1240 USE LIVE LOAD EXTERIOR WALLS WITH PLASTER OR STUCCO 41360 EXTERIOR BALCONIES 60 FINISH DECKS 40 EXTERIOR WALLDAWND LOADS WITH BRITTLE PASSENGER VEHICLE GARAGES 50 FINISHED L/2{D ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 EwewoR WALLS-WIND LOADS wrcA ROOMS OTHER THAN SLEEPING ROOMS 40 FLEXIBLE FINISHES L/EO SLEEPING ROOMS 30 _- -- - - - - _ _ ---- - --_-_ -- - - -- - --_ NOTE L. SPAN LENGTH H SPAN HEIGHT �`-- _ _- •. - - STAIRS 40 GUARDRAILS AND FNANDRAILB 200 _ THE AND CLADDING LOADS OR THE DETERMINING DEFLECTION LIMITS HEREIN. FOR PURPOSE OF THE (WITHRASPHHALT S INNGLES) BE TAKEN A9 O.'1 TIMES T TOP OF PLATE - - -- - — 0 _ - -- CONT. RIDGE VENT - APRON FLASH - '-�EXlbil NG ROOp� -TOP OF PLATE --- - --- -- - - - -- TOP OF $UBFLOOR -- -- n � — - �_�� --"- _ - - ._ -- - (WITH PROPOSED ASPHALT $HINGLE61 ' TOP OF PLATE -- - - -- -- -- w m -- Q - - -- >PROPOSED CEDAR IMPRE6510N5 TOP OF SUBFLOOR -_ GRADE TOP OF FOUNDATION -_ GRADE , PROPOS ' FOUNDATION � X I I I I LL I 14 ______._--------------------------------------------------__ !EXISTING FOUNDATION _______ I I Lu 2 I , r r LU "__'II N c0 TOP OF FOOTING -- - - 1-------------- _ _______________________________________________________ STEP FOOTING ' ' ______ .___.J._____ __________________________________________.__________________ ______________ 30 DEG TAX. 1 ________________________________________________________________________________ LL�e PROPOSED EXISTING r x 3 Un FRONT ELEVATION ADDITION HOUSE RICxI- ET SIDE ELEVATION PLUMBER CERTIFICATION M z m ON LEAD CONTENT BEFORE CERTIFICATEOFOCCUPANCY Lu 6 ALL CONSTRUCTION SHALL SOLDER USED IN WATER OEETTHE REQUIREMENTSOFTHE SUPPLY SYSTEM CANNOT CODES OF NEW YORK STATE. EXCEED 2/10 OF 1%LEAD. W - - -- - --- - - - -- — - - - APPROVED AS NOTED oaoS ooF _ - - E: lL 2 rB P 4a, F 0 Yp '(WITH ASPHALT SNINGL 6) _- W 11 - - - - _ --=12 , . -:_-_- _ _ - NOTIFY BUILDING DEPARTMENT AT LL , _ v- � 1 TOP OF PLATE --- - - ---12 - _ _ - _ _ RTH OWING INSPECTIONS. 1�FOUNDAT ON TO REQUIREDE ROIJ POURED CONCRETE GH FR MIN OR G & PLUMBING PItULATION A „ FINAL - CONSTRUCTION MUST BE COb1P16TF FOR C.O. JEFFREY T. BUTLER, P.E. _ _ _ _ _- - . _____ CONSiRJ'_'ION SHALL MEET TH ROOF - .:- - -_. - - . _ _ - _ _ __ - __ -_ _ - -_ - _ _ _ _ _ __ _-_ _ __ - _ _ _ 4LL -_.- _�• '. --- _ - - _-- __- _ _ - - __ __ _ _- __— .. -- _ _ - REOUREVENIS OFTHECODESOFNE W 0 - (WITH PROPOSED ASPHALT 5HINGLESJ __ _-_ - _ _ - - - - - - _ --_- _ - - - - -' -- - - c - _ - --- - - - - = YORK SPATE. NOT FSPONSIBLE FO V - DESIGN uN CUNSTRUC110N ERRORS. OR . T TOP OF PLATE OP OF 9UBF ( _ ll V TOP OF PLATE _ _ — - - - LOOR 1--1 - COMPLY Ih _O - ff- -_ o _ COMPLY WITH ALL CODE W °o - _ - -- - - - AS E , I NEW YORK STATE 8 TOWN O E� - - - - - REQUIRED Atter -. "TION -- --- - -- -- - - - ---- SO - _ - - - - -- > p u OAIfO� ly_ - _ - _O ' —_- - - - - -_ --- SOL'dOLDTONlNTRUS �E � . N.Y.S. EC PROPOSED CEDAR IMPRESS . Q H _— - — — W TO OF SU FL -_— - - _ - _ - _. ___ - _ _-_ - _ P SUBFLOOR UNDEAWAITERSCEATIFICATE W man - - - — __ ° GRADE — --- --- — -- OP OF FOUNDATION --- — REQUIRED � 0 GRADE Z o P OPO6ED I I � � Q a I LL , FOUNDATIO I Z I iEXI$TING FOUNDATION PLUMBING -FXISTING FOUNDATION OCCUPANCY OR .______________i ALL PLUMBING WASTE a ---------- .__:•------ -------i BWATER LINES NEEO --�EJS1JNLAWFUL RR I 'i TESTING BEFORE COVERING WITHOUT CERTIFICATE RETAIN STORM WATER RU FF - ----- ------------------ ______________________________________________________________________________________ _______ TOP OF FOOTING --— - PURSUA TTO # ---------------- ----------------------------------------------------`; OF OCCUPANCY ^�` Nasa c ____________________________________________ ________________________________________________ ' ' $TEP FOOTING -------------------- -----------------------------------------------------. 30 DEG MAX. LEFT SIDE ELEVATION EXISuSETING ( PROPOSED CERTIFICATION OF FLOOD ZONE ✓��3� Of 3 HoI ADDITION REAR ELEl✓ATION NAILING & CONNECTIONS COMPLY WITH CHAPTER"46' REQUIRED_ . ''' FLOOD DAMAGE PREVENTION �ISOUTHOLP TOWN,COOE. II u OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1605.1.4, SEE FASTENING SCHEDULE ON I DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS ,4, 1" 12' 0-n" 12' 0'A" 7. 9''N ft" 7' 2" i iE�af6 c.�l• Ic' o.t. �I 4 ' , I I , I 1 z o NOTE VERIFY • OF FOUNDAT ONETOHINSURE __ _____' _•_I __ _ _____� ••� ________ _ _,.______ 1 0.21-3 �+ ' •___�_•__•__• , • . • , _� ________, - 7AMEI'5 Q r 2-2X1 HPR. E I 0. MASON 5TOOP ' I THAT FINISHED FLOOR aRO / 3 I D W -L*. R / ' 3 FOYER I i w ' MATCHES E%ISTING k� 11)�� I 1 • i J h/-0 CLC. HGT. 1 R L O E J \ i R ILP O E U, PROPOSED d 1 TJI 3 d w LL O CRAWL SPACE 4I LLI / ? X m - FRAM N G G.J. 3 W Q , _L 2' P.G. SLAB X! UP I6 r i a I % UTILITY � m Y fig` 2X10 R.R. 16" O.C. 2X10 R.R. I .0 =+ m 1 - u7 i ANCHOR AND BOND i .----------- -- -------------------------------- EXISTING WALL TBR = Lj + �j m NEW R EXISTING ' PROVIDE 3'O x10" 1 NEW TO EXISTING • ANCHOR AND BOND WITH •4 BARS, L O.O. WITH •4 BARS, R" O.G. 550 a 16" .C.VERTICAL (TYPJ VERTICAL /iYP.J "OPENING TOTOP OF E STING C.J. �, \ Q / r m i PROPOSED EXISTING EXISTING 0� 'l W W CRAWL SPACEO ^' p BEDROOM "I BEDROOM 02 7 S'O" CLG. NGT, 5'0" CLG. HGT. O , e T ' 8 o 2X12 RIDGE 2X12 RIDGE s n I I I O O F ' S 1 r EXISTING PROP ID i • _ "L' 1 11 ', ' RECREATION ROOM THROO E, W ry r- 9'0" S'OGT --- - LHG . K 1 i 1 1 JL Q S Q I 3c` X T EXISTING CELLAR ?/ ` =r Z3 EXISTING BILGO i EXISTING , IBEDROOM T3 X15TING _ �\b+/ I _ ,y\ �' Q W m b 1 v, ry ,� CLG IT E �, _ W' R.R. 0 16 O.C. )Q z (0 ENTRANCE 8'0 o ;___;____ -------- i " K' " CLG. PGT. O n' / E 2X10 R.R o Ib" O.0 2X10 •\ Q Lu I I / \ a 4-2X4 POST 4-2X4 POSTS _ 1 y —_5_�? LVL F.J. o0 2-2X14 HDR k � X 14 z i i LINE OF WALL ABOVE ,o 0.21-3 Lu " ----------------- z ENGINEER: ' /EXISTING FLOOR JOISTS 1 I PROVIDE PLATFORM �pF NEW y STEPS AND RAIL PER CODE AT EACH DOORWAY, TYP, 1 ' I 1 EXISTING ROOF TO REMAIN W EXISTING ROOF TO REMAIN EXISTING ROOF STRUCTURE TO REMAIN W EXISTING ROOF STRUCTURE TO REMAIN '09ppE SONP� ' p ( PROVIDES NEW ROOFING 0 PROVIDE NEW ROOFING JEFFREY T. SUTLER, P.E, i i Kr q Z ? w 1 N U O 41 N } t I wl � z I 1 1 N J I EXISTING FAMILY ROOM j w H LA zo a c n CATH CLG. ry vi f L p Ifn Im $TING FIREPLACE TO = ^'; 2, ENSTING CHIMNEY TO > Q r, BE REMOVED, PATCH AND o 11'•x''(/^^ BE REMOVED, PATCH AND � w Q L/t/ ^' AR \, .RrPAROOF STRUCTURE EPAgR ROOF STRUCTURE (] Q REObIf2ED 1 y���\N/�Nr�.� REONRED tD = s 7 , , r , r , ' \ 1 --------------------------------------------------------------- 2-I 3l4+'�']G•5.12` kWLI HDR. 2-1 3/4" X 9 '�2" LVL HDR. 2-I 3/4" % 9 1/2" LVL HDR. ..:_' L L + � 2-I 3/4" X 9 /2" LVL HDR. U r N ' r --------------------------------------------------- __________________________________________________ _`-_-____-__-_____CUSTOM_____._•_•. ------------------ TW2851-2 FWH slfiil NH 31611 STAT TW2852-2 AFFW 9ql (CUSTOM) 11611 2;, IEXISTIN ------------- 8, a0. 3, 014.. a0, NLL °N o90V O cN p o z 24' 1" S'IECOND FLOOR (PROPOSED) 's :2 I; FOUNDATION PLAN FIRST FLOOR LAVING AREA . ,80 SQ. FT. EXISTING LIVING AREA • IIFiO SGT. FT. � SMOKE DETECTOR PROPOSED ADDITION = 184 $Q. FT. r '\� / ei INTERCONNECT PER CODE CARBON MONOXIDE DETECTOR SMOKE DETECTOR INTERCONNECT PER CODE ONE PER FLOOR //� 6 CARBON MONOXIDE DETECTOR L of 3 ONE PER FLOOR r , OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE ,+ FASTENING SCHEDULE ON UJINDOIU DOOR SCHEDULE: RIDGE VENT DETAIL SHEET IN TH15 SET SHINGLE RIDGE CAP_ fiEE DETAIL SHEET FOR VERIFY ALL ROUGH OPENINGS WITH MANUFATURER ' WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI I AND TO HAVE A U VALUE 0,34 EXHAUST AIR HIGH WIND CONNECTION WINDOWS MANUFACTURED BY ANDERSON - 400 SERIES (UNLESS OTHERWISE NOTED) SHINGLES - REQUIREMENTS DOORS MANUFACTURED BY T14ERMATRU (UNLESS OTHERWISE NOTEDJ FELT PAPER�� ROOF SHEATHING (TYP.) PRODUCT CODE SIZE SHUTTER SIZE COMMENTS TYPE RAFTER - TW2032 2' 1%" x 3' 476" 2' 84" x 3' 114" WINDOW TW2046 6' 2" x 4' 8%" 6' By5" x 5' 34" WINDOW TW7,046 2' 1%" x 4' 876" 2' 8%6" x 5' 34" WINDOW RIDGE BEAM TW2432-2 4' II 5/16" x 3' 476" 5' 5 13/16" x 3' 1114 WINDOW TW2852-2 9' O° x 5' 476" 9' 696" x 5' 114" WINDOW IL7C-c PENT DETAIL1JJ2 �p7 01 TW2852-2 5' 1 5/16" x 5' 476" 6' 13/16 x 5' Ilk" WINDOW : 1 �u - TW2852,-2 5' 1 5/16" x 5' 4'W' 6' 1 15/16" x 5' 114 WINDOW - MEETS NYS EGRESS - LINE OF ROOF TW3046.2 6' 3 SAS" x 4' 816" 6' S 13/16" x 5' 34 REQUIREMENTS WINDOWyid --'------ T° BE REMOVED ,9'%4"'LUAFLOOR MEETS NYS EGRESS 2X6 SHOE -•P'ROP'OSED TJf ' TW3046-2 6' 3 5/16" x 4' 876" 6' S 15/16" x 5' 3k" REQUIREMENTS WINDOW WIN MISTING C.J. TO REMAIN MEETS NYS EGRESS TW3052-2 3' O" x 5' 476" 3' 6V2' x 5' Ilk" REQUIREMENTS WINDOW o MEETS NYS EGRESS TW3052-3 9' 5" x 5' 476" 9' 1115" x 5' 114" REQUIREMENTS WINDOW m E L MEETS NY5 EGRESS EXISTING EXISTING TW3052-3 9' 5" x 5' 476" 9' 1144" x 5' IV4" REQUIREMENTS WINDOW _ MEETS NYS EGRESS BEDROOM BEDROOM TW3056 3' 196" x 5' 8$" 3' 8%6" X 6' 34" REQUIREMENTS WINDOW m 3/4" SUBFLOOR Imommomewral LIGHT 4 VENTILATION SCHEDULE: R-BO 'N6ULAT1°" PITCH GRADE FLOOR AREA LIGHTING I LIGHTING VENTfLATION VENTILATION ROOM FOUNDATION , PROVIDED REQUIRED PROVIDED REQUIRED AWAY FROM •1 EXISTING CELLAR •+ lSO.FTJ I (SQ.FY) I (SQ.FT.) (SO.FT.) r ' FIRST FLOOR i X FAMILY ROOM/KIT 120 36.09 51.6 20.1 28.5 m' LL .1 EXISTING SLABUJ .� BEDROOM -11 113 23.20 13.54 11.64 6,92 1 ' Ul ID Q VERIFY 16" WIDE VERIFY 16" WIDE l0 r FOOTING FOOTING r r BEDROOM Q 114 23.20 9,12 11.64 4.56 _ - N SECTION B-B BEDROOM e3 132 23.20 10.56 11.64 5,26 M O SECOND FLOOR , } F- x RECREATION ROOM 160 90.12 62,4 51.02 31.2 Z M BUJ , frl RR310.1.1 Mirlmum opening fee. All emrgency emepe end rem,ue Q openingm Mell have a minimum vt clef opening or 5.1 .l Feet 10.530 m2J. 2x12 RIDGE RAFTE EXCEPTION Crede floor opemngm mhe1� have a mmlm„m rat oleer 1/2" COX' SHEATHING LU opening or 5 mqufe Feet 10.465 m21. 15e FELT � RR310., 12 Mlnlmum opening M19M. The minlmum net neer opening mI'h[ ASPHALT ROOF lSHINGLEe mbell be M I"chem 1610 mml. - CONT. RIDGE VENC -3 IN6U ATION E RR310.1.3 MIrlmum epenleg width The minlmlm net clee• opening .1d. 17 01' E y mbe11 be 20 morel r50q me) 12 �Q. FQ,E Uler T RR31 t OpN/clonal coniireloLL Emergency F the h emtl remove « q openllgm r to be operetlonel From 4p inside or the room without the We * w lIC sp or - or kali,. holm. /2" GWS. R-30C INSULATION PROP REG RM 1090FESS10NP 3K" SUBFLOOR RAIL PER CODE JEFFREY T. BUTLER, P.E. ell o IGWW /2" B - pT 2X6 STUDS R-19 INSULATION --+ Z O 1 1/2" CDX SHEATHING 13 Q LUm TYVEK HOU9EWRAP 4 Y u- VINYL SIDING = MEDROOM E 13 R/ W 3 Q 5w 6, R 3/4" 6UBFLOO 11 X R-3C INSULATION 4, N 1 X w (J 17 PITCH GRADE 2? PROPOSED CRAWL SPACE r Q H- AWAY FROM (Q V v FOUNDATION n N 3 p 5/5" ANCHOR BOLT90 36" O.G. < 2 SLAB ;< O O LL O r SILL SEAL 3 TERMITE 9NIELD N " 0 S° GONG. FOUNDATIONr e e"xlb' GONG. FTG lL � p OAMPROOF BELOW GRADE SECTION A-A O PAGE : 3 of 3 I� FACE OF FOOTING 7x4 CONTINUOUS LATERAL BRACE AT 6' O.G. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS s (' 2-I0d NAILS GABLE END TRUSS FASTENER SPACING 1 2 FEET 4 FEET 6 FEET 4 PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN U a FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET ' 1 WOOD SCREWS la" la" 17 9" W i 1 10-ed 2 1/2" -a la" 1a" I6" p'• '-2 NAILS WOOD SCREWS HB BUT NEEP NOT H a. THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND EXCEED 40 FT. MAX. Sd COOLER NAILS AT 10" O.C. MEAN ROOF HEIGHT OF 33 FEET OR LESS. 51-OC NAILED TO EACH F, FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. BRA H/2 BUT NEED NOT c. NAILS SHALL BE 106 COMMON OR 12d BOX NAILS. EXCEED IS FT. MAX. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ad COOLER NAILS AT l" O.G. WITHDRAWAL CAPACITY OF 490 POUNDS. / f 20 GAUGE STRAP e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNE55 OF l/Ib INCH (11.1 ml i AND A MAXIMUM OF 8 FEET (2438 ID-ad NAILS H L PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT tl HARDWARE PROVIDED. FOUNDATION CLEARANCE FROM SLOPES g. TABLE FROM SBGGI - 1999 EDITION. FIGURE R403, 1,1, i EN°WALL 5T°D5 I .. GABLE ENDWALL BRACING (WFCM FIGURE 3.(oa) 0 / EXTERIOR OR BEARING WALL w c.n w N TOP PLATES ENDWALL JOI6T A q STUD 9:V NOTCH GREATER THAN BLOGKIN tf 50% OF THE PLATE WIDTH BLOCKIN BORED R'p MAX sd 1&d NAIL AT 24" O.C. GYPSUM BOARD OF STUD ER.60k yP'" I6 GAGE (0.054") AND 1.5" WIDE SECTION A-A OF STUD�JEPTH METAL TIE ACROSS AND TO EACH SIDE OF THE NOTCH WITH 8-lad K 5/8" MIN. TO EDGE NAILS EACH SIDE N 4�k 5/e" MIN. TO EDGE WOOD STRUCTURAL PANEL Lu Ll- = LL j D INSTALLED IN ACCORDANCE 111 r 'NOTCH MUST NOT:EXCEED TOP PLATES (ALL PAIEL EDG E5) 4(J9. OF 5TUD DEPTH FLOOR BRACING AT END BAYS' ad NAIL AT 6" O.G. (k (p (p WITH NAILING SCHEDULE !TABLE 3.1, WGFM HIGH WIND EDITION) Q r " (WFCM FIGURE 3.610) ad NAIL AT 12" D.G. ON ALL N Y o? FRAMING MEMBERS NOT AT 'Q (K PIPE PANEL EDGES � Q rn BORED HOLES SHALL NOT,/ (a) OUTSIDE CORNER DETAIL +--- X 3 a) BE LQCATED IN THE SAME ad NAIL AT 4" O.G. Q 111 GRD 5 SECTION OF CUT OR }— ? "Dr IN STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING ad NAIL AT 6" G.C. GYPSUM BOARD W O (ALL PANEL EDGES) (1/ 0- 1G 17" MAX. 1111 LL NOTC✓+�ING AND 50RED HOLE LIMITATIONS NAILS BA6ED ON UU- © }- p G SHEAR WAL4 REQUIREMENTS FOR INTERIOR ERIOR NONBEARING WALLS WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE (WFCM 1995 SBC NIGH WIND EDITION, 3.4,3. 1, U I6d "AIL AT 24" D.G. WITH NAILING SCHEDULE R: NO CEILING (TABLE 3.1, WCFM HIGH WIND EDITION) DIAPHRAGM CENTER 7x BLOCKING �pF NEDy REQUIRED ON SHEATHING JOINT ad NAIL AT 6" O.G. ON ALL QV T.BLI yO RAFTERS AND CEILING Q' FP T( '�.`�„ FRAMING MEMBERS O PANEL Q f' JOISTS OR APPROVED cop ROOF TRUSS 15/32 WOOD STRUCTURAL PANELS EDGES AND 12" O.C. ON ALL -=c ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON SHEARWALL REQUIREMENTS PANEL EDGES TOP PLAT SECOND STORY TOP PLATE- F U 33 r� I (b) INSIDE CORNER DETAIL SEE DRILLING AND O NOTCHING PROVISIONS GABLE ENDUTALL, BALLOON FRAMING p9OFESS1 JOIST I5 PERMITTED '° PREFERRED METHOD EXTERIOR CORNER FRAMING BE CUT OR NOTCHED TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- JEFFREY T. BUTLER, P.E. SEE DRILLING AND /^\ SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS �/ \ NOTCHING PROVISIONS k y WFCM SECTION 3.4.1.1.1 WFCM SECTION 3.3.LLI\ 1/3� I/3 SPA ' JOIST ENDS TO BE STUD O 1 BLOCKED AGAINST WALL WALL O - T ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4WALL WITH WFCM 3.3.1,3-END RESTRAINT W Lu FOR BLOCKING AND 9.3.1.4 BRIDGING = BORED HOLE MAX TOP PLATE BAND J0151T AND BRIDGING '" W z W P DIAMETER 40% OR BLOCKING SEE WFCM SECTION 3.3 rue Q N OF STUD DEPTH I �/ BEARING FPLe s ms 21" CLEARANCE 30" �/1 Q 5/8" MIN. TO EDGE WALL R TYPICAL V J qv HEADER CONNECTORS z<^ 0.E4RnNCE 111 REQUIRED IN FRONT OF Q Q 5/8" MIN. TO EDGE A Al ' LAP J015T 3 IN. MIN. oPErvINO W Q BOTTOM PALATE I LAVATORIES NOTCH MUST NOT EXCEED BAND JOIST WATER SHOWER 25% OF STUD DEPTH OR BLOCKING LL FULL LENGTH CLOSET (� Z NOTCHES SHALL NOT BE JOIST WALL STUDS WALL �n HEADER STUDS OR BIDET WALL 111 w U IS" 15 Q Q (] Q o , n LOCATED IN MIDDLE ONE-THIRD SILL PLATE CRAWLEA SPACE MIENT UPLIFT CONNECTION AS REQUIRED Z OF STUD LENGTH � � NOTE. O HOLE IS DEPTH, THEN 409 AND ST SUBFLOOF,2 OF STUD DEPTH, THEN STUD MUST BE OR BDATICDNT ----------------- --- TUB a BORED HOLES SHALL NOT DOUBLE AND NO MORE THgN TWO FOUNDATI<DN AT EACH END OF AD)ER R AND BE LOCATED IN THE SAME l\ AT BOTTOM OF HEADER STUDS IN n SUCOES51vE STUDS ARE DOUBLED `-N�i UPLI}} ADDITION TO GONNE�TORS AT GROSS SECTION OF CUT OR 1 i GCJf NECt� i WALL STUDS AND AT TOP AND AND SO BORED NOTCH IN STUD RIEPUIRBOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE A I I I p PLATFORM FRAMING INTERMEDIATE TUB NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL. WALL„ FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT � PAGE - LATER CLO5ET5 (WFCM 1995 5BC HIGH WIND EDITION, 3.4,1, 1, 1? CONNECTIONS FOR OPENINGS FIGURE 83012 1 of 2 MINIMUM FIXTURE CLEARANCES u The design of this structure Is based upon the prescriptive approach using the GENERAL NOTES 7,All work shall be performed in accordance with all stale, (TABLE 3.8 WFGM HIGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest muhiclpal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper raf element are ba having jurisdiction and best standards of construction (120 MPH 3-SECONII GUST . 100 MPH FASTEST-MILE WIND SPEED PER TABLE R3-1,2.13ll Non-structural elements are based upon The New York State R301 2(tial Code-January 2003 practice (TABLE 3.1, WFGM HIGH WIND EDITION) For the Climatic and Geographical Design Criteria,sae Table R301 2(1)on cover sheet. The American Institute of Architects Conditions shall apply All non-engineered lumber to be Douglas Fir#2 or better SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Wind Limitations-Section R301 2.1 to all work performed on this ProNet) OR PANEL SIDING FOR ed COMMON NAILS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Cdleria-Section R301 21 1 (See Table R3012 1 2 for Wind-Borne Debris Protection 2 The Contractor shall verify all conditions at the site. Any (SEE NOTE IJ (INCHES, O.G.) (SEE NOTED !INCHES, MON Fastening Schedule For Wood Structural Panels) discrepancies must be draught to the attention of the Engineer ROOF FRAMING Dead Load-Section R301 3 prior to commencement of construction. The Contractor shall be E 6 (SEE NOTE 3) responsible for corrections not reported once he has started work 4' PERIMETER EDGE ZONE16 Live L n d-DadR301 4 except for hidden lob conditions F 6 (SEE NOTE 3) RAFTER TO TOP PLATE (TOE-NAILED) 4-ed PER RAFTER Light and Venal Areasecton R303 Minimum Roam Areas-Sectlon R304 3 Contractor shell guarantee to the Owner(hal all d that and CEILING JOIST TO TOP PLATE (TOE-NAILED) 48d PER J015T Ceiling Height-Section R3015 equipment good quality, a the work will be new,and that all work INTERIOR ZONE 16 E 6 Sanitation-Section R306 will be of good quality, free from faults and defects far s period F 12 )SEE NOTE 2) CEILING JOIST 10 PARALLEL RARER (FACE-NAILED) 9-I6d EACH LAPof one yearfrom the date of the final Cedlflcate of Occupancy Tolle)Bath and Shower Spaces-Section R307 4 The Engineer shall not be responsible for the construction means, CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) e-16d EACH LAP Glazing-Section R30B methods,techniques,sequences or procedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS E 4 (SEE NOTE 41 Garages end Escape andRescue R309 precautions and programs In connection with the work, and he F 4 (BEE NOTE 4) COLLAR TIE TO RAFTER (FACE-NAILED) a-ed PER TIE Emergency Escape and Rescue Openings-Sadlon R310 shall not be responsible for the contractors failure In carry out Exnd Ings-ion tion the work In accordance with the construction documents. The, E = NAIL SPACING AT PANEL EDGES ON.) BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END Lamp -Section n 13 En F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INN Ramps-Section R313 Engineer shall not be reasonable for the acts or omissions by the contractor. No changes shall be made In the documents RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END StairwFomkays-Sectlon R315 andlor the building as designed without the expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Hearn-Sectio on R315 - WALL FRAMING consent of the Engineer 51DE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Guards-Section Sanins- R316 5, The contractor and all subcontractors shall maintain continuous Smoke Alsrms-ection 3317 ° Simpson Stroll TOP PLATE TO TOP PLATE (FACENAILED) &I6d (SEE NOTE U PER FOOT Insurance coverage Including statutory pin an cuntn(Worker 1. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUjS FRAMING Foam Plastic-Section R318 Compensation,etc)and general liability In an mount not p TOP PLATES AT INTERSECTIONS (PAGE-NAILED) 4-I6d JOINTS - EACH SIDE Flame Spread n-Sec and Smoke-Section R319 less that$5 million and automobile liability and damage MEMBERS WITH INCHES . FOR FRAMING MEMBERS WITH 0.42tGi0.49, THE NAIL SPACINGS SHALL BE MTS30C OR CSI6 I%4" Insulation-nachos R320 coverage not lase than$2 million The Engineer shall be REDUCED TO b INCHES O.C. STUD TO STUD /FACE-NAILEDJ 2-I6d 24" O.G. Dwelling Unit rRetab Section R321 g g COILED STRAP Moisture Vapor tit Decay-Section a tion 3322 a named insured on any and all policies ,o° 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU5S FRAMING AT EACH ROOF RAFTER 6 Provide 0.025"aluminum termite shields over fibrous USE 8-I6d NAILS AT HEADER 70 HEADER (FACE-NAILED) Ned 16" O.G. ALONG EDGES Protection Against Decay-Sadlon R323 Insulation at all natural sills MEMBERS UJ17H 630.49, FOR FRAMING MEMBERS WITH 0,42CG[D.49, THE NAIL SPACINGS SHALL BE SiteProA dr A-Sedigainst 76nniles-Section R324 7 All wood In contact with concrete or mason to be Walmanlzed REDUCED TO 4 INCHES O.C. TOP OR BOTTOM PLATE TO STUD LEND-NAILEDI ]-I6d PER 2x4 STUD Site Address-Section R3251 �' EACH END Accessl6111ty-Section R326 or pressure creeseled. i 3-I6d PER 2x6 STUD 8 A single stolon smoke detector alarm device shall be installed 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERrtRU05 FRAMING y Flood Resistant Construction-Sectlon R327 In each bedroom,an all floors and shall be all Interconnected per code. MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0,42iGiO,4S, THE NAIL SPACINGS SHALL BE lu 4-I6d PER 2.8 STUD Foundations-Chapter4 9.All bathrooms without operable windows to he mechanically ventilated REDUCED TO 3INCHES O.G. B STUD TO ROOF RAFTER a BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING FACE-NAILED) 2-I66 (SEE NOTE 12) PER FOOT Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds as per New York State Code. 10 Heating to bedesigned toprovide 70degrees F.with outdoor Sim son Stroh -TIe CONNECTION per square loot Contractor to consult Engineer If different soil materials are found upon excavation, designed air-temperature of 0 degrees F and 15 MPH wind. p g FLOOR FRAMING or test hale,for alternative frosting and foundation wall design. 11.All electrical work to be In accordance to the rules and CSI6 1%"COILED STRAP - JOIST TO SILL, TOPPLATE OR GIRDER (TOE-NAILED) 4-ed PER JOIST Foundation Notes' regulations of the N Y B,F U and a N Y.B F U. certificate Is I6° O.C. USE 4-8d NAILS 'l"Anchor Bolls(SSTB 2811 See chert on this sheet for spacing to he presented to the Owner at the completion of the job AT EACH STUD, WRAP BRIDGING TO JOIST (TOE-NAILED) 2-ad EACH END 12 Plumbing Installation to comply with State and Local codes UNDER SILL PLATE M poured concretefoundation do n403 1 wall, B'P'high.3000k test and the sewage disposal system to meet Health Department standards. BLOCKING TO JOIST (TOE-NAILED) 2-bd EACH END Minimum depth-Section we 1 4,footin , 3000# coverage to top of footing 13 Do not scale drawings Use figure dimensions only MIN OVERLAP 15 12" 7-1 x B"poured concrete wia11 der(or 3 4"x 1 test 14 All work to conform to the rules and regulations of the New York BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK 2-1 poured a 11 7/8" to floor s Girder fur 3Vd'x 11 7/B"Power r Beam) 0 r NOTE. 4" cured concrete floor slab with fixfix#10 mesh and vapor barrier Energy and all leer Construction Cade. All glazed area to be double p0 P p STRAPS MAY BE w LEDGER STRIP TO BEAM (PAGE-NAILED) 3-I6d EACH JOIST Damp proofingat exterior foundation below rade-Section R406 glazed end ell exterior doors to have Insulated cares. � , i n g 15 The Insulation protection as Indicated on these plana exceeds 0 PLACED EITHER / 30" x 30"x 12"deep poured concrete column footings, 3000#test 0 0 UNDER OR OVER 1 _ m JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST the Code's minimum standards. 0 Deck and porch footings as,noted, 301 test,46"minimum buried depth 16 These drawings and specifications are instruments of d SHEATHING 4 L '" Foundation wall to extend at minimum of 8"above finished grade service an BAND JOIST TO JOIST (END-NAILED) 3-I6d PER JOIST shall remain the properly of the Engineer whet ' 00 All footings to be carried docwn to undisturbed soil her the project for 7- No(Dalin shall be set hl lilac than a 30 de roe an le from an other furan which they are made is executed or not They may nal be used , 00 ry ' OAND JOIST TO SILL OR TOP PLATE )TOE-NAILED) 2-I6d (SEE NOTE I) PER FOOT 9 9 9 9 Y g an any other project except by written authorization of fhe Engineer. Pour no concrete on frozen ground or In freezing weather 0 - ROOF SHEATHING Provide 3 'G"steel tally coluimns 17 The engineer has not been retained for site supervision,on-site 0 Backfill shall not be placed )against the wall Until the wall has suffloant strength and has been inspections and cera fications as required or requested by tlhe owner, W STRUCTURAL PANELS ed (SEE TABLE 3.81 anchored to the floor above.or has been sufficiently braced to prevent damage contractor or local building department. r DIAGONAL BOARD SHEATHING by the III (Section R4014,1 7) UPLIFT-CONTINUOUS PATH CONNECTORS e 1"x6" OR 1"x6" 2-8d PER SUPPORT Floors-WFCM Prescriptive(Method CONNECTORS C TIE USE S MPSON STRONG Floor framing shall be nalttd In accordance with Table 3 1 WFCM HIGH WIND EDITION FOLLOW PRODUCT NG TIECSELECTION GUIDE AND e I"x10" OR WIDER 3-ed PER SUPPORT Drafistopping-Section R902 12 , Flreblocking-Section R502 13 INSTALLATION MANUAL FOR HIGH WIND RESISTANT CEILING SHEATHING CONSTRUCTION CATALOG C-HW02 p0 Floor Construction' 00 , f GYPSUM WALLBOARD 5d COOLERS ," EDGE / 10" FIELD G'OSB plywood subfloor, foslen per Table 3 1 WFCM ANCHOR BOLTS IN FOUNDATION USE. c ° 55TES WITH BEARING PLATE, SEE FOUNDATION WALL SHEATHING Floor�orats per Sea Foundation)and Floor Plans,spacing as noted NOTES FOR SPACING 0 W m Fasten per Table 31 WFCkvI 0 Simpson Strong-TIe � Q STRUCTURAL PANELS ad (SEE TABLE 3.9) 2'2x6 CCA sill with termite shield and sill seal SILL PLATE TO RIM JOIST USE. 0 C5I6 1%4" COILED STRAP - (� Q, Finish floors per agreement LTP4 16"O.0 AT EXTERIOR PERIMETER ' 16" O.C. USE 4-8d NAILS u— r FIREBOARD PANELS AND GARAGE/HOUSE COMMON WALL ' I tom-' Wall framing and finishing Shall be ova Method 0 AT EACH STUD USE Ed NAILS AT EACH END 00 MIN OVERLAP 15 2l"Tab -� bd 3" EDGE � 6" FIELD Wall framing end trashing sihall be nailed end or screwed in ascot with 0 x 'D sl IxV Pine leads, GARAGE STUD TO GARAGE SILL PLATE USE: FLOOR TO FLOOR CONNECTIONS UJ .� W 15/32" . ed 3" EDGE / 6" FIELD 1x6 Pine reticle,wrap SSP CONNECTOR AT 18'0 C / �. GYPSUM WALLBOARD Ed COOLERS ," EDGE / lo" FIELD Overhangs as noted USE 4 Bid NAILS AT EACH END Vinyl vented soffits ,t� HARDBOARD ed (SEE TABLE 3.9) Aluminum yutters and leaders RIM JOIST TO STUD CONNECTION USE SILL PLATE TO RIM JOIST f-NND } Q Skiing See Elevations MTS 12, m Z UL Tvsk housewra USE NAILS RIM JOIST TO STUD CONNECTION Ca o PARTIGCEBOARD PANELS ad (SEE TABLE 3.v y P USE 4 ed NAILS AT EACH END 5"058 sheathing, see fastening schedule,Table 3 1 WFCM DIAGONAL BOARD SHEATHING 2x4 Studs Id 16" ac with 2x4 shoe and double, 2x4 plate FLOOR TO FLOOR CONNECTION USE m Q /:'Gypsum wall board 'xb" OR I"x8' 2-8d PER SUPPORT 5/B"Type X GWS in garagel VISTA 36, 1e,'O C Simpson Stroh -TIe }— � 111 1 USE 4 Bid NAILS AT EACH END p g Q "x10" OR WIDER 3- Ye"MR GWS in wet areas FOR CANTILEVER CONDITION USE MTS12. 16" O C CSI6 114" COILED 1/2" SPACING —BLOCKING A7 ed PER SUPPORT CQ At least one window m each) sleeping room shall complywith the axil requirements of section R310 Q � Note ddlhng and notching limitations in figure R602 6l l)for bearing walls USE 4 ed NAILS AT EACH END STRAP WIN MIN @" ALLOWS o 24" O.C. ALLOWS FLOOR SHEATHING 1, , Z and figure R602fi(2)for non-bearing wells RAFTER TO STUD CONNECTION USE OVERLAP AT EACH HOLDDOWN HOLDDOWN 7-1-1 N Q STRUCTURAL PANELS Follow ex3enor corner framing detall figure R602 1 D 5 MTS 12, EACH ROOF RAFTER STUD INSTALLATION INSTALLATION SIDEWALL (1/ I" OR LESS ad 6" EDGE ' 7 FIELD Roof Asso(nblias-WFCM tDrescnptive Method USE 8 16d NAILS AT EACH END 111 m Asphalt strip shltri shall (nave a minimum of six(6)fasteners per shingle(section R905.6) i µ11 � GREATER THAN I" IOd 6" EDGE / 6" FIELD Underlayment application(Section R905 2 7) RAFTER TO RIDGE TO RAFTER CONNECTION USE. U_ For roof slopes of two(2)unfits vesical in twelve(12)units horizontal(17-percent slope), CS20 USE B-Bd NAILS IN EACH END c ENDWALL 0 AT EACH ROOF RAFTER DIAGONAL BOARD SHEATHING up to four(4)units vesical In twelve(12)units horizontal (33-percent slope), underlayment c HOLDDOWNI shall be twc(2)layers applied in the following manner Apply a 19-inch (483 mm)strip of (PHD5) 0 0 0 CORNER STUD o H- I"xb" OR "x8" ]-Bd PER SUPPORT DECK POSE TO CONCRETE CONNECTION USE' undessyment felt parallel with and starting at the eaves.fastened sufficiently to hold In place PBS44A FOR EACH POST-USE 14- I6d NAILS CONNECTED TO "x10" OR WIDER 3-Bd PER SUPPORT Starting at the save,apply 36-inch-wide(914 Inch)sheets of Undarlayment,overlapping or successive sheets 19 Inchee (483 mm), and fastened suffmiently to hold In place 0 TRANSFER SHEAR o x� DECK POST TO GIRDER CONNECTION USE o I. NAILING REOIJIREHENTe ARE BASED ON WALL SHEATHING NAILED ti' CN9ENTER AT THE PANEL EDGE IF WALL 5H=_ATHING IS NAILED a' CN-CENTER AT THE PANEL EDGE Fur feet 6 0PBB of faUr(4)UrIJt6 VBniC8 m lute Va(12)Urll16 PC44 FOR EACH POST 2-I6d —OMMGN A�\ 5t I'd(/(( �/ TO QBTAIN HIGHER SMEAR CAPAGTIE6, NAILING FEGIIIREHENie FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SUCH A5 SHEAR PLATES p B HIOLDDOWN NAILS AT 0" OC, SHALL BE USED TO MAMTAIN THE LOAC PATH, Ice Protection (Section R 9015 2 7.1) p Underlayment In High wind((Section R 905 2 7 2) GIRDER TO DECK (DIST CONNECTION USE (PHD5) It'll MTS12 EACH JOIST 1. WHEN WALL SHEATHING 16 CONTINUOUS OBER CONNECTED MEMBERS THE TABULATED ).UMBER OF NAILS SHALL BE PERMITTED TC BE REDUCED -0 -1&6NAIL PER FOOL Flashing (Section R 905,2 8) ® ® ® CQRNER STUD Chimney's and Firespaces-Chapter 10 -2-I6d COMMON c"' GIRDER 70 DECK JOIST CONNECTION USE: p CONNECTED 70 ? C? Energy Efficiency-Chapter 11,see attached repos Q NAILS AT 6" O.C. <P (TABLE 3.9 WFGM HIGH WIND EDITION) Mechanlcal-Chapter 12 MT512 Q EACH JOIST TRANSFER SHEAR WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS General Mechanical Systemis-Chapter13 PORCH POST TO DECK USE FLOOR TO FLOOR CONNECTIONS- 10 (120 (120 MPH 3-5ECOND GUST . 100 MPH FASTEST-MILE WIND SPEED [PER TABLE RB-1.2.1.3D Heating and Cooling EqulprmenbChapter 14 2-AC4 -USET - E NAILS DuotExhaSltems-C6-Ctmpler,15 CANTILEVER CONDITION Duct Systems-Chapter 16 STRUCTURAL SHEATHING MAXIMUM NAIL SPACINGAn-Chapter PORCH POST TO AILS ER USE 2-AC4 SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS Chimneys and Vents-Chapter 18 17 USE 14- I6d NAILS JEFFREY T. BUTLER, P.E. )SEE NOTE U (INCHES, O.GJ is ISEE NOTE 3) !INCHES, O.C,) Plumbing-PartVll p g PORCH ROOF RAFTER TO GIRDER USE 3/4" E 6 MTS 12 AT EACH ROOF RAFTER DG MINIMUM BP HOILp DOWN BRACKETS AT SHEAR WALL CORNERS, ID a' EDGE ZONE 16 Sim son Stroh -TIe EDGE DISTANCE F p )SEE NOTE 21 H-2.5 CLIPS a 16" O.G. INTERIOR ZONE 16 E 6 USE 9-5d NAILS W F 13 F 12 AT EACH STUD AND WINDOW AND DOOR OPENINGS ♦UJ uWi E . NAIL SPACING AT PANEL EDGER (IN.) (WFGM FIGURE 3.1a 4 4.1b) C./) Z 0 p F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Sarong-The Q I, FOR WALL 614EATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT U210 2X6 411 J Q 0 m REQUIREMENTS SHALL BE USED. AT EACH RAFTER G ' st Slmpeon Strong-TIeLu Q 0 m d 4-IOx l I/2" Ar-4 � 04U " 4 2. TABULATED 12 INCH IOC. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING Is 4 AT EACH POST MEMBERS WITH 620,49. FOR FRAMING MEMBERS WITH 0.42SG{0,49, THE NAIL SPACINGS SHALL NOTE: RIDGE TENSION STRAP LU Q N BE REDUCED TO 6 INCHES O.G. CS20 USE 8-ed NAILS Q H m O ATTACH LEDGER TO FRAMING / IN EACH END AT = O 3, FOR EXTERIOR PANEL SIDING GALVANIZED BOX NAILS SHALL BE -ERMITTED TO BE SUBSTITUTED I MEMBER WITH 2-I%2° X 5° LAG SEE PLAN l.`// EACH ROOF RAFTER FOR COMMON NAILS. �� BOLTS AT 16" ON CENTER Q O *'s 4 e a W `m Simpson Strong-TIe 4 Q — e (TABLE 3.2A WFGM HIGH WIND EDITION) U210 2X6 O Q m SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS AT EACH CEILING JOIST N -4 m Q FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR MAXIMUM ANCHOR 'If 4-I0d x 1 112" Q RAFTER r z m a ANCHOR BOLT CONNECTION BOLT SPACING (IN.) BOLT SPACING TIN.) _ 4 0 t :c SUPPORTING EDGE NAIL SPACING (IN.) (1/2" ANCHOR BOLTS) (5/8" ANCHOR BOLTS) ��i SILL PLATE t0 FOUNDATION I STORY 46 ,2 ==" y Simpson Strang-The 4 A RIDGE BEA- (CRAWL SPACE OR BASEMENT) ALL U210 2X6 , ,. RIDGE 2 STORIES 23 36 ) ,+ AT EACH DECK/PORCH JOIST 2" MINIMUM TENSION-STRAP !\ �.{ . 3 STORIES 15 2. 7�1�R WALL BOTTOM PLATE,TO FOUNDATION 3 19 oS WALL TO ° 4-IOd x I/2" ( 51DEGOVER :y.F •, !St-AB-oNGRADE/ L3 STORIES Simpson Strong-T[ PBShaS44n Strong-Tie DETAIL 36 FOUNDATION TYPICAL PORCH/DECK 5STS28 WITH BP AT EACH POST FOOTING N 01 , OTE, MAX 12"FROM EACH CORNER AND EACH 5PL'CE, PROVIDE BEARING PLATE B" SIMPSONA , SEE DE7i_ CONNECTION6 LEDGER CONNECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS _ - -- - - t rr�I, I + ao i r_LIi _ i4 El poll, 9 I a e 4 gy,�, ,a 14 _ (SIT I T, 1 i 91s�-•.- 11 Imo-. it i ,:d y � 7- 1 i��,.� _ 4��, ..L !..�1 �' �I C�-�.a � +'1..`c l;':',Y/`�..e,�, f`'?" ��lr� I � . i' �.� +�C�1r •> �:2Y�J-'--'�-,I-7lri , — 'i V_.I i 1 lr'�1' +� l : - ���.1���'—�`.5-1 l i/ - !� �lI : :�m n PG . 1 TITLE SHEET PG . 5 1 ST. FLOOR PLAN PG . 9 ENERGY COMPLIAN , NO, PG . 2 FRONT AND REAR ELEVATION PG . 6 2ND. FLOOR PLAN PG. 10 PORCH CONST. DETA PG. 3 LEFT AND RIGHT ELEVATION PG . 7 ROOF PLAN PG. 11 BLDG . CONST. DETAIL n � „ PG. 4 FOUNDATION PLAN PG. 8 SECTION , CONST. DETAILS PG. 12 CONSTRUCTION NOTES MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATTITUCK PG, October 27, 2006 SCALE '/4„ I � I i s_ Ll E - u -_L I I 1 - - - I IL - rLTi-f E] TI i LJ LL - - ' FRONT ELEVATION SCALE: 1/4" = V-0" - - LLI_ I - pEOF y. u o JA A����:' IITnI REAR ELEVATION SCALE: 1/4" = V-0" MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATTITUCK PG 2 1 October 27, 2006 SCALE 114" = 1'0" JD ---- -- - ----- - 11111111 Wli� 111111111111111111111111111111111 1� 11 11111111111 1111 1111111111111111111111111111 li 1111111 -I F ® �rl��rlT - I z� lfi -174 - F�_ u__ a u_ s�_ � - S - - I L I I I r �.� I -r -,� -- _ I rI - �Ail 11#41,VT.i _ it- L - RIGHT ELEVATION SCALE: 1/4" = 1'-0" - - - T i _ Tq m _ I I I I � Ll Ll q u L - yJ. �EEq�op? m -I L_ C L III �1 L + l)-c - LIJ1 IL 1= 111 � .- 1 �r"i -- LEFT ELEVATION SCALE: 1/4" = V-0" MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATTITUCK Pc October 27, 2006 SCALE JD 3 1/4" = 1'0" T-4" Foundation Vent, 1•_4"x g„ •4 REBAR,EPDXIED IN 012"OC(TYPICAL) w 144' 0 / 2X9 FT PI IOC � EXISTING CRAWL SPACE FOUNDATION -4" 3 = o w 0 onon V .may 6 R X r 1,_4„x g„ Foundation Vent: 1).S"THICK POURED CONCRETE FOUNDATION,3000 psi T-4" EXTERIOR OF OF N Y.S.RESIDENTIAL COWITIH A BITUMINOUS COATING FOUNDATIONS ARE TFO BE DAMPPROOFED AS PER SECTION R406 DE 2) FOUNDATION TO HAVE 16"XB"CONCRETE)2X4)KEYWAY FOOTING FOOTINGS g 9©F y A µ UNDISTURBED SOIL(MIN MUM 3000%CAPA RE-]BAR ALL FOOTINGS TO HEST ON 4 3.DEE9�0 31 FOUNDATION SLAB TO BE 2"THICK.SLAB TO BE W/I V OF GRADE. 4) PROVIDE 2X6 ACO SILL PLATES UNLESS OTHERWISE NOTED SILL PLATESi/ W FOUNDATION PLAN FARE TO BE IBERGLASSY NSILLLGLED ASKETER LDP-R-TE%TERMIFE SHIELD AND FOAM OR N 'V 2� SCALE: 1/4" = V-0' 5).PROVIDE 5/8"DIA ANCHOR BOLTS AT 3-0"O.C.AND W/I 1'-0"OF CORNERS, VA $�j P� INTERSECTIONS AND SPLICED JOIINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM 8"IMBEDMENT INTO THEE CONCRETE EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT 6).DOUBLE UP FLOOR JOISTS UNDER(PARALLEL WALLS ABOVE PROVIDE BLOCKING AT S'-0"0 C.AND MIDSIPAN 7) INSULATE FLOOR JOISTS WITH R30 INSULATION MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATTITUCK PO 4 October 27, 2006 scALs 1/4 _ 1,0„ JD T-4-- PROVIDE '-4"PROVIDE 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING POWER P4055-CW155 FFWH31611AL TW3052 TWS052 VENT ------ ALL EXITING BEDROOMS - 'I REPLACE EXISTING ' TO BE VERIFIED FOR HEADER OPENING w/ I_ HARDWIRED SMOKE DETECTORS - - In 2- 1-3/4X1 1-7/e ML w/BATTERY BACK UP AND q - M GHANIGALS IMIN.) 1 Co DETECTOR 3 'ilio Iw REPLACE ADD AS NEEDED e 3 SII- Im < ac O IN I4 -6 /-45MIN F.R DR. Iglea 'z m 2STAIR SC HGSI EX. BEDROOM I� EX. BEDROOM ST JAMB,VENTEDI I 10 2 EDI RI 0 NEA�Efl 2-6" 2'-6o Q ®0COFFERED LIVING ROOM ' ' 1 �' CEILING I COLUMN 2"UU3' 31/ - HB�GFG OL MNw/CAP+BASE6 i^ 2- 1-3/014 ML ANCHORED TO 2X2 FL.HEADEfl ---- --- -------- TAPERED STONE BASE I` EX. KITCHENEX. BATH EX. BEDROOM m 3 I 1 NOTE - EXISTING D WINDOWS TO BE - TO BE RE CEILING AND ROOF SYSTEM REPLACED AND TO BE EGRESS i9 IN BE REVIEWED FOR STRUCTURAL COMPLIANT FOR EGRESS AND -11416" I^ _-----------_-----------_ ______________ ______ � INTEGRITY BY ENGINEER Dl FIELD DEBflI-PROTECTION C 7-15/16"+/- CW155-P4055 FWH31611AR 0135 TW2432 TW3052 REMOVE EXISTING � CEILING AND ROOF REPLACE WITH NEW - FLOOR SYSTEM 4X4 POSTS TO BE ANCHORED INTO 9"DIA CONC PIERS T BELOW GRADE PER CODE T-0" EpF N Y PROVIDE DRAIN AT NEW OUTDOOR SHOWER.DRAIN TO F CT 5) PROVIDE 3-2XID DFM2 HEADERS OVER ALL OPENINGS UNLESS BE CONNECTED TO C 1�J 1 . FLOOR PLAN OTHERWISE NOTED ALL OPENINGS OVER 3 FT.TO HAVE 2TACK STUDS ORYWELLMIN, 10' UI ON EACH SIDE OF OPENING.PROVIDE 3 TALK STUDS ON EACH BIDE FOR M1l y MICROLAMEACHS DE DERSOF AWAY FROM HOUSE Z SCALE: 1/4" = 1'-0' NFa /vo 4 6),ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE p APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1) PLATE HEIGHT AT B'-0", MATCH EXISTING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING 21.NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 OF-2 STUDS AT 16"D.C. 7) INSULATE ALL EXTERIOR AND INTERIOR WALLS.2M6 WALLS AT R19 AND 2X4 WALLS AT R13 3) EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD I) INSULATE CEILINGS WITH A30 INSULATION. 4), DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE, PROVIDE BLOCKING AT 9'-0"O L AND MIDSPAN y) ALL WALLS AND CEILINGS TO BE PROVIDED WITH 11/2"SHEET ROCK UNLESS OTHERWISE NOTED MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATTITUCK PO 5 lOctober 27, 2006 SCALE 1/4„ _ 1,D„ JD 2'-0" 5'-10" 10'-0" T-10" 2'-0" T-11" 2'-I1" a C24 ARCH O de l'-6"high ARCH n WINDOW OVER CW35 C2{ I I I I I I 1 91 N CLG :o 3 3 8'PLAINT — 12"DIA HBG ------- 0 F.G.COLUMN - m N 0 5/4X4 MAHOGANY DECK � 3 - ON 2X TAPERED ALO SLEEPERS-, a n OVER EPDM FLASHEDHED W/w/ w MIN.(2)ROOF DRAINS E -- SITTING / RECREATION ROOM [V 3'H14H II IT `111111111 111771777777F7711 11111111 Ill 1111111111 Ill UI 111111111,111111 ill , , FAILING TYPICdLI — -------- -- �-- t OPEN CCG. TEMPERED GLASS w 1 C24 T-0 5/B"wide 1'-6"high L24 ry ARCH WINDOW OVER CW35 I.-W 5'-0" 2'-11" V-11" 26._2,. 25'-g„ DE S H 0 r R: 5) ALL EXTUCIROPENIN STOHVEDESIGN-PFADES WHERE Wl2ND. FLOOR PLAN APPLICABLE.PROVIDE DEBRIPROTEPANELS WITH ASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING SCALE: 1/4" = 1'-0' N�09 07 ryP�O�CD. 6) INSULATE BALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 W/ACLS AT RI3. � E$$ 1).CEILING HEIGHT AT 8'-0'l 7) INSULATE(CEILINGS WITH R30 INSULATION ALL CATHEDRAL 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.L SECTIONS'TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF SHEATHING.AND INSULATION ALSO PROVIDE 1-1/2"THICK FOAM 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR LOX PLYWOOD INSULATIMN V-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON CATHEDRAL ROOF PARTS. 4) OTHERWISE 3- OT D.AL HEADERS N OVER ALL OPENINGS UNLESS 91.ALL WALL'.5 AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 SACK STUDS ON EACH SIDE OF OPENING MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATTITUCK PO (� October 27, 2006 SCALE 1/4" = 1'0" JD ------- ----- , ' - { i - -- ______ ______________ EXISTING III I --------------', RR I' /LAMINATED 2-3/4"A[PLY I' i ROOF I lWII WCc 12 12 £ £ i £ £ ' i. VRA x Iw, oI- 2-2X12 DF-2 HEADER of of o' to a X. N N NI - � INI NI IN �N 1 1 2-2X12 DFx2 HEADER LAT ROOF DECK w/DpAINS 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE � _____ r 2- X1 22 DFx2 HEADE __-� IE £I E £ E 72, x I� 2-2X12 DF 2 HEADER � m 0 12 I 1 — a 10 ix I �� NI. ,�� ♦�♦ �I� IIS 2'HIG I, 1D'RAD I' EXISTING 1 I'i /I AMINATED 2-3/4"AL PLY OOF R @12"OC I � II li I I I I ----- l pF ROOF PLAN �P DEEgkUP� 5) ICE H WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND RIDE WALLLS ITYPICALI. SCALE: 1/4" = 11-0' 61.DO NOT INSTALL UNDERLAIYMENT ON WET/DAMP PLYWOOl SHEATHING r �4fi U.I MUST BE DRY AND CLEAN PPRIOR TO INSTALLING UNDERLAYMENT. p LLI 1) INSTALL 2X8 OF AT 16"O.C.ABOVE FLOOR. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE t0 WORK DAY.LOVER WITH HBEAVY-DUTY TARP UNTIL ALL ROOFING IS ZN t C7 2).APPLY 1/2"THICK FIR COX SHEATHING OVER ROOF FRAME. COMPLETE I�Q yo Off' ell 3) APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 7) INSTALL ASPHALT ROOFINGS AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS p9OpEG„ CFA, DIRECTLY TO THE DECK ALONG EAVES. USE GALVANIZED IZINC COMTED)ROOFING NAILS, 11-12 GAUGE WITH AT LEAST 3/8"OIA.HEADS,LO)NG ENOUGH TO PENETRATE THROUGH PLYWOOD. 4) USE 1SxFELT UNDERLAYMENT WITH ASPHALT ROOFING IN AREAS W/ USE 6 NAILS PER SHINGLE I NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT 4'12 OR LESS ROOF PITCH USE ICE E WATER BARRIER UNDERLAYMENT CUTTING INTO SHINGLE SUNRFACE. MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATTITUCK PO 7 October 27, 2006 scALE 1/4" RIDGE VENT 17 L • '•, •, y �, • • _ ___ _ !• 1ASPHALT ROOFING 1-3/4X14 - - -- ICE¢WATER BARRIER I '1 ML RIDGE 12 1/2"APA HATED SHEATHING I - 4 • �,• •I I,' Li' • p0.@36..pG 2-2X10 Ir _ — 2x pOF•2 DF-2 HDR — — — •II IIIII � li l� rllT wwn�aw� II � III " I � — _ _— I � I ) I I � � I � �� 9DF^2 CJ@16"OC R30 INSULATI - � II II ♦ �� �� �I,° _ 12 SIDING PER OWNER Ili • +ice. _ W/VAPOR BARRIER 1 • ,' _ r .il "• ILII II I'll ii , i °w,Flp a.nr o '.O.n\ 1/2 SHEATHING 2X6INSU STUDSLATIO @lb"OC R191/2 DRYWALL wrsxos •. II "•I ti 3/4' SUBF OOR f I I 14"TJI 230 WOOD-I FS @16"OL II I 5/9"TYPE-X FIRE-RATED SHEETROLK ON WALLS CEILING I If� III I Illl�i o do ` CLOSET - 1 l I I I IIIi I I I - ELEV. 13' - 1 3/4"SUBF OGR BUILD UP PLATFORM OVER FLOOR III : I, f, IIS — - - — 2X6 DF•2 FJ @16"OC R30 INSULATION 'LI _ - - _- 2X6 ACO SILL PLATE I I'I - EX TERMITE SHIELD B"PC FOUNDATION COP-R T ll I r Q FOAM SILL SEAL 6 ° OAMPPROOFEO EXT. I li m 5/8"CIA.ANCHOR BOLTS w/ 2"CONIC.SLAB III lII III. numI Ili Ili I, 'II �I jl° 31X990.WASHERS,9"EMBEDMENT _ --AT TOC AND W/I V OF CORNERS ' AND INTERSECTIONS PER CODE 16" x%B"CONC FTG. Illi - - nwww[a mu w/2 5REBAR _ _A I NA S ECT O weX WIND—BORNE DEBRIS PROTECTION ClON FOR WOOD ST RU PANEL SCALE: 1/4"4. V-0" F AS PER TABLE 1609.1.4,N.V.S.RFS.CODE:ALTERNATIVE FOR IPENING PROTECTION(IF NOT USING IMPACT GLAZING) WMDHORNENEEDSPRMEMf NFPSIEMINGSOIFll11LEWRW0005TRUMMWN WGUOSIUMMLPMELSWIRIAMINMUMTHIIXNESSOF7116" CON [DOVER GV¢P➢OPENINGS OF TTACFIMEM H.IROWPA£PRONOFO PEEERRTO STIO6N16091AND 1fip965 PNDTILtE ETORY 16609 L10FN5Y5 PBe P-11 MMAR-D CONSTtUCOGN DOM)1HIS IS NMA9JRSTRUI]OD FOR DEADEN-%IFSSORE.IdLPENENGS MUSFHAVE DESIGN-PRESSURE UPGRAOFS WHERE ANPIICANLL I ImEIS MOST NE MTD 5.AND RE\DY TG DBE ON ANY NEW WINW WS ANDOGRS,SHOTIMIS MGST NE MMIfFO iGR WHATO�ENING IT IS TG mVER. III1111111111111111111 EW QIPTF➢ i HARDWARE MOST ACCOMP.aNV SHIRTCRS W0.INSTRWTION mFwm sysHWc � [o6R oo'rL nNca . sN•m EUaFlmo Le'.IGRAoE 5a"C[ssnxG / vu zMiKq 51E E0.S@]fi'Of 091G R aIle"/1'�w \ STORM WATER MANAGEMENT DETAILS N.T.S. OHMMED.x^XE/ i DRYWOlS TG NE Imlw. ROOF DECK OVER LIVING SPACE rs AWAYFADM HOUI Nein@ N.T.S. orrM ROOF AREA SQ.FT.:1613.fi SQ FT. NOTES @IGD%WATER RUN OFF: 259.9 CU.FT. wm`Mos'w.I. 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'� j IAT EACH CORNER OF BUILDING pwnmmlNmwm Fupu",.N,m¢°w°aI, rv� �.DEFq _ w��.'�wo: al.wmplrem.xu".rmlaro.°.nNwomw•onerm".,:w.rmlr„mmn.nx.Imr.Srraa�X a°I.nym°,a..rws 5 ''f' ,siert.do,Slee Xmel¢Nlpdoallc NnEsarcl°°elr°N Ep[e nNhT6'o[elenp,ArHM9eanJ11'O[In Aw6 Ircnm mxn-o ,m.Ammu£mn� 'I ien.'::r@ i I(n �r*do rw ee6ndidm'leil[rs Id 1�`rvrMSWiircr�1.io"reulrn., r sae, rte. lnr a°e,Mon dv .- — u. w Suel„d"°Iew�eNp W6 tlrrsantl MNtl Ie ooH Tm werh°Iln9 swddd m°w°e dot do,d MxmMer Pclew [No4 o wxn[nmw Wumn°.wnsuwrrcaru "me¢Lonw's tlmM v"I OM N.do.,xep,ntlxue¢M o.,E'.e AIEN OdINN mee.au m x'm wide`aw wwy."mw. d1.lavwex"me—.1 d,IIS.,vEE nn.:m.em .EalrmEnovrvEme pry `DC7 FE A "' .myry IMgq Oemnldv vdevaYlea m �" nm Kr�..pld.I u,e.n snI mr'eN . aaE � m"dal.1.1"1 M III' AO N � „NIA,dN9Gmfi.lw , Mm,p .9a .. .,n �wmpry w. ¢mNrcn.I ax. mNoa"a"_ o „ry mm aa� ,I aIe.6 dIM.HmlrymdaG"9x", M �a"I`;�n�a;1;�,EPN,wmp91xwma,m,xwM,.¢m�o„m,wrdm,mll6n,IMn9w,wd,FII Fua w mMIF�I'W"rya `�"'"mrwmx�llnryam"�rI°['m -�.AxD..n = dD 11 AW �" I, I �Mmpp,wpi E '-0o.a)mseln ha 1 anr�nl IIrv1wM110 FA51FN ',oTo°rtmee"Ivu.ltle'Yafi'OGAnery'r vem Itl^IYNIOISTI 'I'^lw'no"dulxlm,wunur urtdvl°Fln^i¢'WusFml.mwvwwm Ia Le IIPM.ry�IUIIenrO a.+llam u+l'WlMwrymfryeslue6vuaxmmMpr N,lm°vs sle,pm erz 9 Ed—, MR-hol tluAlyN 1a 11,B wee sleepers wlm,Nnleu,@B IW 1 BE,pe,Ple,M au°n9 a=d Yowr d AD' F,ocuvmxtigmmlmv,arlWxxmms,nuawn sav wua°rt wse[ue¢[uru,mr slµ or-X='mrtnn[e '=ww lt irx�[rx°`��ol— w s`°murvµm=nN,WWcslmumu=m muxSFwrsu°X n,m= NcoT -cs vwoitlimrwxa� m"F ^ MESKOURIS HOUSE "m'°^•� ' ww wr��� SOUND BEACH DRIVE MATTITUCK w a mEF AMENDMENT IN" �nxe m �naMwM mM� 8 PG October 27, 2006 SCALE '/4a, _ 1,O„ ,1D Permit# NYS ENERGY COMPLIANCE NOTES FOUNDATION: Perm#Data CRAWL SPACE WINDOWS AND DOORS. THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOL)TRIM ACCORDING TO THE COMPLIANCE ANALYSIS. 1) INSULATE HEADER UNCONDITIONED BASEMENTS 2) SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. ��'++ y� I �T q 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2) INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. RE17C//P.C;R Software V�I"SIOII J.�.� BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4) SEAL DUCTS IN BASEMENT. 5).SEAL ASR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, Compliance Certificate WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING BASEMENT DOOR. 2) DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION. 1) CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS. 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Report Date: 10/27/06 ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. BE SEALED 4I.CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Data filename: C:\Program FIIes\ChecktREScheckNMESKOURIS.rck RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG Energy Code: New York State Energy Conservation CONTACT TIL"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. Construction Code INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS Location: Suffolk County, New York SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283) UNITS WITH A LABEL THAT REFERENCES THIS 13T.FLOOR DECK Construction Type: Detached 1 or 2 Family ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED THIS REQUIREMENT CAN ALSO 1) FULL INSULATE JOIST CAVITIES. Heating Type: Non-Electric BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. Glazing Area Percentage: 18% SERVICE WATER HEATING. EXTERIOR OPENING HEADERS. Heating Degree Days: 557550 IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS,HEAT TRAPS IIF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. LADDER BLOCKING FOR INTERIOR PARTITION WALLS Construction Site: Owner/Agent: Designer/Contractor: ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT HEAT LOSS.GENERALLY, 1/2"OF INSULATION IS SUFFICIENT FOR PIPES LFiS THAN 1" 1) PROVIDE HORIZONTAL BLOCKING AT 48"O.0 AND AS NEEDED FOR NAILERS MESKOURIS JAMES DEERKOSKI IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS 2) FIT 3).P OCAVII A NAI ER INSULATION OON THE TOP CAREFULLY AROUND HORIZONTAL PLATE FOR BASEBOARD TRIM. SOUND BEACH DRIVE 298-7116 VIDETUB/SHOWER UNITS EXTERIOR WALLS 4) TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. MATTITUCK, NY 11952 PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INLWDES INSULATION AND VAPOR RETARDER AS WELL CAVITY SEALING ON EXTERIOR WALL SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. Comlpliance� Passes MaAmum UA: 167 Your Home UA: 166 --> 6.65/. Better Than Code4YA) HEATING VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING HEAT LOSS CALCULATIONS AND SYSTEM SIZING 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503 El. 2) SEAL D BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. 3) SA SOFFIT N ®® . ♦• SEAL SUBFLOOR T AJOISTS WITH ADHESIVE. N HVAC SYSTEM EFFICIENCIES: 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GWEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE, ECCCNYS 503.2 NOTE THAT LODE MINIMUMS FOR EFFICIENCY FOLLOW FEDEIAL ATTACHED GARAGE Ceiling 1: Flat Ceiling or Scissor Truss: 419 30.0 0.0 15 MINIMUM EFFICIENCY STANDARDS, 1) IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Ceiling2: Cathedral Ceiling CEILING WITH ADHESIVE. g (.: attic): 199 30.0 0.0 7 HVAC CONTROLS: 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM Wall 1: Wood Frame, 16" o.c.: 310 19.0 O.D 17 CONTROLS MUST IN IN DE THE CAPACITY WITH O BE SET TO 55 AND 503.3 5 TEIPERATURE (FORCONTROLSTING)A WOR 95 DEGREE (FOR TO LI SET T THERMOSTATS USE TO:O PIPEANDALLDUCTSPENS Window 1:Wood Frama:Double Pane with Low-E: 17 31. SEAL ALL PENETRATIONS THROUGH BLOCKSNG 0330 4 (FOR HEATING)AND/OR S5 DEGREES(FOR COOLING(.THERMOSTATS USED REJOF T 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY Door 1: Solid: HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGER A7 ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. 21 0.310 7 LEAST 5 DEGREES)WITHIN IM ILH CALLS FOR HEATING AND CODLING ARE ETHER SUSPENDED OR REDUCED,SIMILARLY,HUMIDISTATS MUST HAVE THE CAPALTY TO Wall 2:Wood Frame, 16" O.C.: 796 19.0 0.0 36 PREVENT ENERGY CONSUMPTION ISUSPEND OPERATION)BETWEEN 30 AND 6a RELATIVE DROPPED SOFFIT ON INTERIOR WALL HUMIDIFY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESF OUTDOOR USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT Window 2:Woad Frame:Double Pane with Low-E: 150 0.330 50 TEMPERATURE. TOP PLATES. Door 2: Glass: 41 0.330 14 ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT OWN WHEN VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOM/IC OR INTERIOR SOFFIT ON EXTERIOR WALL. Floor 1: All-Wood JOlstlTFUSS:OVer Unconditioned Space: 177 30.0 0.0 6 GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST E CLOSED 11,SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2), HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES Ther0 osed building resented In this document is consistent with he buildingplans, specifications, and other calculations 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. P p 9 re P DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIES IN submitted with this permit application. The proposed systems have been designed o meet he New York State Energy Conservation UNCONDITIONED SPACES,AS INDICATED OUTSIDE IN (ECGGN 503.3.3.FLEX DUCT MUf HAVE KNEE WALL SUPPORTING ROOF R-VALUE LABELS I N THE OUTSIDE UNCONDITIONED ATT( S,GAR GES, BSE 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO Construction Code re uirements. When a Re istered Desi n Professional has Stam ed and sl ned this a e the are attestin that DUSTS AND PIPES IN.WHEEVERPOS ATTICS,GARAGES, BASEMENTS AND C ID INSIDES Q g g p g page, y g PREVENT WIND WASHING o the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCAID INSIDE y) IF RAFTERS ARE SUPPORTED BY WALL PUTS USE INSULATION BAFFLES THE INSULATED ENVELOPE A THE HOUSE. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. IF HEATING IDUCTSNSULATION ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUS PROVIDE �> R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING 31.PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR \ WALL PLATE �) DUCT SEALING DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 53.3,4) ALL INSULATION: Builder/Designer Company Name Dat PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST Ad BE FULL LOFT SEALED ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAIOCK) MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASS. INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND NOT ROUNDED OR SCALLOPED AT EDGES. TAPES MEETING U ED F MAYBE USED FOR RIGID FIBER DUCTS. ALL TAPES OR IET ' SUL 191B EALING MAY 8E USED FOR FLEX DUCTS.OUST TAPE IS NOT ALLOWED FOR 2T FILL THE CAVITY. ,RP�O OEFq YD INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES.SHEATHING g WRITTEN MATERIALS AND DRYWALL IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL P+ri py¢ WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BEEFT OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102 3).A LASEL;FEHENCE OBSTACLES. 0: TO SUCH MATERIAL IS ALSO ACCEPTABLE LUT AROUND TWD INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES,CUT AROUND D REDUCED MOISTURE ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES:AND SPLIT OVER CROSS mZ EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.0 TCONFIRM THAT BRIDGING IN FLOORS NEVER STUFF INSULATION TO GET IT TO FIT. THE FAN ACTUALLY WORKS, USE RIGID OR FLEXIBLE METAL DUCTS AND KEEIUNS AS SHORT NVN6 ' 07 0T V� AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORSSPECLILLY DOCUMENTATION OF R-VALUES: p' FACED OR UNFACED FIBERGLASS BATTS.AND RIGID FOAM INSULATION MUST BE `SS IF THERE IS A GAS RANGE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR VENTILATION ACCESS OPENINGS MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62003 AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANIC ATTIC HATCHES,SCUTTLES, PULLDOWN STAIRS,etc MUST BE INSULATED TO THE VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA. '""""""""""""'----'"""'"""""'""""'""'"'""""""'"'""""""""""»"""'"°'""""""'�"' Page . Of 1 KIrLHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF LOOMINTERMITTENT OF 25 CFM CATHEDRAL CEILINGS. .,,._."._..,.v.."" "tt`..,._....�.�.._,e._.,-�✓ " �...�.�..._. "- "..._._ »�". "' 9 A MINIMUM VENTILATION RATE OF 50 0 C MOUS NINTERMITTENTOOM XOR 20 CFM CONTDUSE 1) PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION.UNDER ROOF SHEATHING 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATTITUCK PQ. 9 SCALE October 27, 2006 1/4" = 1'0" JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION,FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. "MA KING STUDS 4"DIA MAXIMUM CRT PPLEUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA RAFTER GROUND WINO SEISMIC FROST WINTER ILESMIELD tEWER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNOERLAYMENT HFL SOS RIDGE HEADER LOAD (MPHR CATEGORY DEPTH TEMP, REQUIRED R USE. 120 5 SEVERE ITT, MODERATE SLIGHT TO it NONE TENSAW MODERATE g RAFTER JACK STUDS R RAFTER-TO-LEDGER CONNECTION DECK AND COVERED PORCH NOTES: LEDGER TO BE CONNECTED TO BIDG.USINGII"OIA.BOLTS reMl WITHI WASHERS HEADER-TO-POST, CONNECTION RIDE ER CONNECTION RAFTERSIZE USP NUMBER DESCRIPTION APPLIICATION LOCATION USPNUMBER OEBCRIPTION APPLICATION 11 Unlesso0emdaendeddl 0aming melmlel to be Ill ACO pmseumheetedlumber. \ LOCATION USP NUMBER DESCRIPTION APPLICATION 2zF2xB L526 1Bge.SLOPE HANGER APPLY TO EACHI RAFIERILEDGEft ALL OPENINGS LSTA12 fdl!'k12'2mBe.5TRAP APPLVTOEACHJACKSTUO Pll fe¢Ienera M1engers antl enNprs tp be gelvinlzetl ar¢telnle559eeL STAIR RAILING ROOF LSTA24 1-1I1'Y2!'2Dge STRAPAPPLV OVERRIDGE TO EACH RAFTER 2X111 L,2f0 i6ga.SLOPE HA GERAPPLVTUEACHIRATERILEDGER ALL OPENINGS RT3OR RTT TYOCWNANCHOR APPLY TO EACHCRIPPLESND 2) Glrtleralarmarklolata m be balled or anchored to her had ar plervalb vashem and nuts, chdera on conmelePlem anal bo anchomed wMl pmpmnaal conaemrs anchored Into concrete with a minimum 112'his xT lung anmorl,olt with wemers and had, H1/T'SPACE MINIMUM 31.P°ah mpp°Nng glNme eM1all be anNrvetl t°a minimum R6"z2T'zf RYM1Ick emwle Al Use a Mnlmum 10'Be x7'long anchor boltwlm w°°M1ers and nut° Fcatlngs Shell RAFTER be 3 R belowg,ade HPNDRAIIS 4) Deckl°I56 W nava bl°cking al E'0°c RAFTER 5) Flashinge led er ILcd lled between gte bulltling end with 11 Lappin0 ap We cbeathing ntl over IM1e letlger Letlgmt°he fastened to bullEing w11M1 11S dla.bdtc wIW wachers POST antl rom at lS"°.c, TOP PLATE 61.Centrale Piers alml he a mMlmum 6"shwa grade. TOP PLATE 71 All joists 0 be supported will bangers and anch°R Each J°lat shall also he anchored BALUSTERS RIMIOECKJOI togla e) WALL STUD WALL STUD E) ATmeant Root he dassembled andanchored chol the same D hall as a I,NcIll.11 bulltling OPEN BALUSTER WA 9) A11 metal rnnnaNpns antl fenenma In direct contact wtlh ALO shell have IM1e pr°prt HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION pg Gam me manmadare LOCATION USPNUMBER DESCRIPTION APPLICATION All HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USPNUMBER DESCRIPTION APPLICATION CDNINEOTEAOH OFTHESTaRS. HugDGRA PoanDN OF Au xANCRA11s RATEWPLATE RT1s rvnawN ANCHOR NAILING SCHEDULE STALL NOTBELESSTHANHII1 'NORMORETHANVIN '-6"RAFTER RTiD 10314'z 16ga.TYDOWNANCHOR LONNECTTO RAFTffRTO PLATE POST-TO-DECK CONNECTION EACH PAFTER PLATMALL BROW STIID PLATE ANCHOR CONIN"'OVER USE MIN.(2)1/2'CIA.GALV.BOLTS WITH WASHERS AND NUTS @0.55 SECTIONAL DIMENEION,ORTHE SHAPE SHALL CONNECT TO PLATES TO EAOH STUD PROVIDE AN PUNALENT GRJl SURFACE 1-12'RAFTER RT20 21-118'x Foga NDOWN ANCHOR EACH RAFTER JOINT DESCRIPTIONOQE NAIL NAIL NOTES OT' SPg,NG STRUCTURALPANEL Btl AS OR TOLE 36 WORT-SBL MAS, 9"CIA"I MMUM GIROFAMEADE ROOF FRAMING: GIROERIHFADER JOINT DESCRIPTION QAry ,PACL NOTES - 1DIg POSTICOLUMN RAFTER TO S'WALL'RAMCOMMON EACH TOE NAIL TOPPUTE IVIVAIL<-Btl COMMON RAFTER POSTICDLUMN CEILINOJOIT S'WALL.a utl COMMON EACH TOTOPPLATE 10'WALL:4Od COMMON JOIST TOE-NAIL CGLINGJOISTTO ASPER GIRDEHEADERTABLE 31 EACH FACE PARALLEL RAFTER INP 0' LAP NAIL CEILING JOIST LAPS AS PER TABLE 3i EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVERPARntION WFCM-sac LAP NAIL COLLAR TIE AS PER TABLE 31 EACH FACE LOCATION USPNUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4X4b000 cOWMN PBSMIPBSE44 I nQr'UST LAP ANCHORAPPLYTO EACH COWMN BLOCKING E6dcOMMON EACH TOE DECKIPORCH RAILING 6x6 BDMD COLUMNPB5661PBSEailm66FOST CAP ANLHORAPPLV TO EACH LaLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL LOCATION USPNUMBER DESCRIPTION APPLICATION IHOLLOWCOLUMNI SIMPSONTRR112 I H.C. ANCHOR APPLYTO EACH COWMN RIM BOARD EACH ENO JOISIO GIROERIHEADER ftIlu TV DO WN ANCHORLONNEO I TO EACH JOLT USE MIN.(2)1/2'DN,GAVA BOLTS WpH WASHERS AND NUTS TO RAFTER 2-I6tl COMMON END NAIL WALL FRAMING: BEa1NNG PLATE NAIL NAIL SINCE JOINT OE,CRIPTIONNOTES ON SPACING 6' TP TO PER TOPLAT TOP PLATE 2-161 COMMON FOOT FACE NAIL TOM AT JOINTS FACE WOODJOIST INTER EOEION6 EA SIDE NAIL 4-i6tl COMMON STUD TO 2-I6tl COMMON 2P FACE LEDGER CONCRETE PIE STUD OC NAIL GOERAIEAOER HEADER TO I6'O.0 FACE WDOO JOIST WOODJOIST HEADER IMCOMMON ALONG EDGES NAIL TOPORBOTTOM 2-i6tl COMMON PER 9,{SND END PLATE TO STUD 3-i6d COMMON PERIR55TUD NAIL BOTTOM PLATE TO FLUSH JOISTS WITH HEADER/GIRDER DOURE 2. FLOORJOIT,BANOJOT,R-Ifid COMMON PER FACE NAIL CEILINGJOIST TO BLDG CONNECTION A-1-]GETS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WOM 1 (MINIMUM) END JOLT ORerncw'c FOOT FDRnFADER HEADER/GIRDER-TO-POST CONNECTION LEDGERTO BE CONNECTED TO BLDG,USING LIZ DIA BOLTS M16"OC WTTH WASHERS THE PROPERROX.111"HUG ROTI. I I D0.8G1M IF ABtF,SET FlRIOLOALLO DX.RS RIGKAGE. LVUHEAOEPS II LOCATION U,P NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINHAGE. REQUIRODRED II (2)BFAMSPAU44ORWE44POST IBEAM ANCHOR APPLY TOEACHPOR i BOR (3)BEAMS PAU66 CR WEfi6 POST I BEAM ANCHOR APPLY TO EACH PIER DECK FRAMI FVSHINGT000iDUNDER JOINTDESCRIPTION p®llN /11 T TOP MELF CIeSIDING AND JOISTTO' LAPPED OVERFlRT CON➢N. THREADED ROD SILL,TOP PLATE OR GIRDER PIECE OF BURNS BELOW BRIDGING �T CNWCOUPIERNNUT TOJOIST MMO NAIL 1/1"OR.LAG BOLTS W/WASHERS CONNECTEDTO BDG.MI6"OC POST BLOCKING MMO TOE Hill TO JOIST AIL VOOO JOIST ENO DISTANCE BLORTOPPL _ TO SILL ORTOP3 BLOCKING LEDGER STRIP F MININMU 3-1fid TO BEAM FLUOR FRAMING 2x JOISTS =`ENO CE 12z12x12 JOIST ON LEDGER J-Btl GDMMO n a.a�', CONCRETE FOOTING TO SEAM JOI NAIL U'OO GIRDER BTODJOISTJOIST 3-i6tl COMMON JOIST NAIL BLOCKING FOR JOIST HANGER LAG BOLTS HOLLOW COLUMN UPUFT BANDJQSTTC 2,16d COMMON PER TOENAIL RIM IDITI BD. SIMPSON TRONGTEMODELSTULU2 DECK POST FTG CONNECTION BLLORTOP PLATE FOOT SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFRAURES RECOMENDATIONNs PROVIDE BLOCMNG BETWEEN]OLST,THAT ARE GWCfO ANO LOCATION USPNUMBER DESCRIPTION APPLICATION USE WITH RTIg IYDOWN ATAUCHORS 4X4 POT PAU44 OR WE4l PO,T IBEAM AN APPLY TO EACH FOOTING DECKIPORCH LEDGER CONNECTION SO POT FAUfi6 OR wEfi6 PDT I BEAM AMCHOR APPLY TO EACH FOOTING MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATTITUCK PG 1 O October 27, 2006 SCALE 1/4" _ 1,0„ JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT&GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENOWALL CRIPPLE STUD BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL P FER JACKSTUDS FLOOR USE NUMBER DESCRIPTION APPLICATION t6T AOSB HOLO DOWN CONNECT T01SIDE OF ALL CORNERS ANCHOR TO FOUNDATION WIANLHOR BOLTS BATH I SPAT11B5 TO HAVE A DOUBLE FLOOR 1015T5 UNDER FOR ADDED SUPPORT CONNECT TO I SIDE OF ALL CORNERS ON LOCATION USPNUMBER OEBLRIPTION APPLICATION LOCATIONUSP NUMBER DESCRIPTION APPLICATION gAFTER 512E USPNUMBER DESCRIPTION APPLICATION SUPPORT SPENT WALL RUNNING PARALLEL WOU THE FLOOR PND. AD HOLCOMB BOTH BOT.PLATE OF 2ND FLOOR ABU TOP qLL OPENINGS L6TA12 b114"x12'IDBx.6TRAP PPPLY TO EACH JACK STIIO ROOF L6TA24 1-1 H"x34"200e STMP MPPLY OVERRIDGE TO EACH RAFTER 2x6-2xB LSSB iBOe sLOPE HANGERAPPLYTO EACHRAFTERI LEDGER TOW DISSMON WITH(2)TIME.UNDER WALL. ANCHOR PLATES OFtST FLOOR CONNECT THROUGH MR]GIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE THE FLOORS TO EACH OTHER WI THREADS°RBD. ALL OPENINGS RT30R RT! tt00WN ANCHOR APPLV TO EACH CRIPPLE 6TUD 2X10 L62f0 LEIS 6LCPE HANGERAPPLY TO EACH RAFTER I LEOGER BLOCKING@34"OC WALL5ND THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP --► CUCKET AT IDP-SIDE OF VEMILATION CHANNEL CHIMNEY AS REULMEO RIMBOARD RAFTER RAFTERS WPLLSHEATHING MAINTAIN BILL PLATE(67 VEMIlATICN WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE INA FINISH WAIL ANO MOISTURE -2x1 LEDGER BLOCKING STANDING TO BE ATTACHED T°WALL ETUDE @Q-CC ' / &RNEq TO LAP BASHING 2x9 FASCIA AND ALL WIN W W/DOOR OPENINGJACK STUDS AT WALL-MMNTMN 6AP MINIMUMN ET FRED VNE°WIN A FASQA FLOOR JO15TDEPTH USPNMBER OE6CRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER RWFlNGTOAVOIDSOAKING WALL BND NOT LESS THAN 11150°F THE AREA OF WOOD GIRDER INSTNI4'V'OC THESPACEVSKIII ALLOPFIUNCS d"-A' L6TA24 1-114124"209a STRAP AN JACK STU060 SHALL BE COVERED WITH CORROSION- [ONRN SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESSTAM METAL MESH WITH MESH CONTIN.WFFITI E{T.PLYWOOD INSTALL a'D'OO FLASHING TO FORM CHANNEL LOCATION OSP NUMBER DESCRIPTION APPLICATION ORMINGS OF'A NCH IN DIMENSION. SOFFITED EAVE AND SD PS TO MAINTAIN AIR p'_f4" LSTA30 1-1R'k30"iBge.STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4"-6'RAFTER RTIC 10.314"x130a.11YDOWN ANCHOR LONNELi TO ON ALL OPENINGS ACTION EACH RAFTER PROVIDE MOCKING BETWEEN IOLSIS'INAT ARE SPICED AND wGI ALLan'oc / cONrvECTTO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14'-16" LSTA35 1-1/4'k36"1Age STRAP AND JACK STUDS e'-1T'RAFTER SLID 21-118'x200e.1TY0OWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING MALS OUT OF FLASHING 2NO.FLOOR WALL RO]EWG LAPS BASE RhSHING41NCIES RAFTER RIOGECAPOFSAME R45E FLASHING WRAPSCORNERSAT MATERIAL AS ROOFING EXTENDS UNDER SHINGLES AT I SIDESLES AT BSAND WB NAILED TOSHEATMNG SHINGLES AT BASE MIN.11NC11F5 THROUGH VEM WOOD JOIST SIDE WALL FLASHING TOP PLATE GIRDEWOOD JDISOIN T 1ST.FLOOR WALL STAPPN ALL VAN TTACHED TOWAU-STUDSAND TUDS METAL FLASHING AT ALL EAVES,SIDEWALLE, WALL 5N0 FLOOR JOIST DEPTH USEN MBER/°�DESCRIPTIOENING NIXmD APPLICATNN AND RAVES-PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAIDERS INSTALL 4'D'O.L.I PREVENT CAPILLARY ACTION 4"-E' LSTp36 1-1/d'k36"1Bga STRAP ANO JACKSTUDS LOCATION USPNUMBER °EBCRIP'TION gPPLICATION pREMPNDFACNREO KEEP SHEATHING MIN,l-112' ONALLOP10-OC: CONNECT EACH RIDGE VENT FOLDS ALL10156 CONNEREDTOAFWSH HEADER TO BE SUPPORTED WITH IN ALLLLLPOG RAFTER/PLATE RT15 TYTJOWN ANCHOR gggrER TO PLATE RIDGEOVERVFW TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 6'-i6" MSTA4A 1-0Id'Y4B"16ge.BTPAP AN°JACKSTUDS CONFORMTD SLOPE MR PASSAGE IF ABLETOALOWMISHRINKA1E&REDUCEIGHER SUMLVLHEADERS ON ALLOPENING: PLATEANALL SETHI STUDPLATE,ANCHOR PLATES TO EACH 6TUD TO ALLOW T-0R SHRINKAGE BREOUCE BUMP OUTS aF RcaF DBL SILL PLATE l TERMITESHIELD -SUBFLOOR 'I BILL GASKET 1 WOOD JOISTS GOING,SLAB GASKETNE TYP.GONG FOUNDATION ( A ` EMIL POLY 01- - a __ Ns ED TO LATE STEEL BEIM WITH DAMPPROOF EXTERIOR GRANULAR FILL ., 112'DIA BOLTS @ 40"aC STAG 6MIL POLY ON EXTERIOR STEEL< STEEL COLUMN a • d d _ f ( POOR]ALK II\f STEEL BEAM A >< CONC SLAB 'e ( A . 4"x114"xE"STEEL COMPACTFILL ROOFING LAPS TOP AND BOTTOM PLATE II FLASHING AT e L WITH 1/2"x S'ANCHOR S°LT V ' CONC.FiG .d . e 112"GROUPKEVWAVFDOTING ANCHOR BOLT CONNECTION USEWITH 3x36 UARE WASHER6 SDESA OTOP (USP LBPS BOR BP563) 3STEEL COLUMN o REINFORCING MR MILKING AT SIE'°I0.ANCHOR BOLT - N • ANCHOR BOLT CONNECTION - (10 KIPS) DRAINTILE 0 6UPWORTING MA%IMUM SPACING FLASHING ZAPS _ i 61LL PLATE TO FOUNDATION IMTORY TL'OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL SILLT MCLCONC.FOUNDATION,APPLY PILASTERS RAWLSPACE GATETO FOUNDATION 2SLIGHTED 3V GO STEEL I BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL IIMONG. MIN.3-STEEL COLUMNANCHORED T029'Y29"A3"LONG FTG. LL BOTTOM FOUNDATION WALL BOT TOM PLATErOFOUNDATION 6L -ON-GRADE LZEETORIE6 BY DC ROOF JACKS &VENTS DETAIL PB / SUB OUR CDNC SLAB [�ppp DDDR FRAME �.+• 6X610110 WWM DOORGE -IOLST COMPACT FILL _ USE 2XB CGGf rO 4"SLAG i FOR BUOMOUT STEELS �P DE R/I. 9 OPE P.T.PLATE WIfiXfi WMM 4LDRIVEWAV -; NOTCH JOIST AND ADJUST HEIGHT g�ki QS 1R"MR 51 \ '' ) A RTES OANDF D 'e , a TOBEAPR TO 112"WIORSHRINAN Qtl - { e DES OF WDDD •,AA , A •. . . STEEL EEPM TO ALLOW FOR SHRINKAGE C 4 GRACE a -v -' x 6E4M5 o d A (PWARDE STRAPPING TO KEEP JOISTS AUGNED) D A PE'A `d' ESE WwM. - -°-- —° - - '_xe \ ��n pe .e •o a _ suBFLD nA. a NOTCHREAMFORMUDDSILL IFREQUIRED-MAIRMUM MIN. NOTCH EQUALS IN DBEPTH OF BEAM REINFORCING BARGOT .0 ,f REINFORCING BAR I- A LI U•e - �- DRAINTILE f--► STEM Q S 0 12 n OF CONTACT N OONCR MO CDNC. PONT - x " OF CONTKT WRHCWNCPEIE OR LONG&CIX ••e•• STEEL BEAM HOFS N 3' TYPICAL CONC.MONOLTIHIC FOUNDATION.REINFORCE WRH(2)M4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL MAMd �PLATE(BOLTED TD BEAM) REINFORCE ROUTING WITH(2)#4 REINFDRONG BARS. 3"MINIMUM BEAAING i SURFACE FOR MOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKEET MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATrITUCK PG' October 27, 2006 SCALE GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE >-- PLAN CONTENTS: 1) RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCYCIASSIFICATION PC RESIDENTIAL 1-114"x20 gauge strap shall be attached to each pair idea6ersln acceptance to table 34. NAIL NAIL Whenacollartle Isused Inleuofs tldge strap,the number of 10d common nails required JOINT DESCRIPTION DTV SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: In..on and of thecolla,if,need Pat exceed the tabulated number of So..Its la the strap RAFTER TO an WALL Mc COMMON EACH BUILDING HEIGHT 13'-61(X' TOP PLATE 19 IWALL 4-fid COMMON RAFTER TOENAIL 15T.FLOOR EXISTING:116] 11.The Information within this set of construction documents Is related to basic dedgn 2).RAFTER-TO-WALL ASSEMBLY' TOTAL SO.FT OF CONSTRUCTION SQ•FL,1511'.FLOOR NEW:111 SQ.FF. Intent and framing details They are intended as a consolidation aid,not a substltute Lateral taming and shear wall comparisons for ofle.telling or truss to rap plate shall be In CEILING JOIST IT(WALL.3-MI COMMON EACH TOE NAIL 2ND.FLOOR:613 SQ.FF, forgenermly accepted good building practice and compliance with current New York accordance m table 3.3.When Shari bus&do not fall in line with sleds below,,stem TO TOP PLATE 10PIWALC 4-Nd COMMON JOIST Slabs bulltling code,.The General Contrectmie maismalble forpmvltling standard or lfusses shall be anaahad to the wall top plal..Id the if lop plate shell be attached to CEILING JOISTTO ASPERTABI EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N Y.S.RESIDENTIAL CONSTRUCTION CODE AND constructed tletalls and procedures to ensure a prolessienally Mishd,Structurally the to Ne wall Stud with uplMe.musPlons Roofs averhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL- THIS BBC HIGH WINO EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed predud, shell be connected with uplift connections In accordance with table a 3c CEILING JOIST LAPS AB PER TABLE 3.] EACH FACE FRAMING ELEMETS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 2),The General Conlracbnc responsible for ensuring that all work slid wrnmotion 3) WALL-TO-WALL ASSEMBLY OVER PARTITION WFCM-BBC LAP NAIL EXT BALCONIES Wall studs andCOLLAR THE /AS PER TABLE 34 EACH FACE DECKS 60 meets codes amtrel,slate, eedaspa of the tlaseNlnenwsadtl Rgullingan etc acceptance WI bible studs Whew waostud.or I lshall be neathetl with uplift coebSl.nmew ns In 40 TO RAFTER WFCM-SBL ENO NAIL 10 . ul dl and amaptaot eafteead M S Whmnwalla,e,1.the dine(ell Ice w4 ATTICS These codes era rube considered as pert of the speeRwtonsforthlb I ng n Int Namda below,the TT wIO STORAGE should be atlheuetl to even 11 In vedance cele the plan Stu&shall with tabled toacommon member in the floorassemblywlth upllfl wnnectore in BLOCKING EACH TOE ROOF GI STORAGE ccoptance cele table33 TO RAFTER 2-0tl COMMON END NAIL DESIGN LOAD CALCULATIONS 20 3).Dlnlenslme Shall me,pr,cedmet ever Scaled damage. a RIM BOARD EACH END (LIVE LOADS FEE) ROOF (GROUND SNOW LOAD) 45 (DO NOT SCALE DRAWINGS) 4).WALL ASSEMBLY TO FOUNDATION. TO RAFTER 2-1fitl COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 4D First wall studs shell be connected to the euadaton,sill plate,or bottom plate v41h up..M1 4) Tire dealgirerhas net been engaged for construeEd Safi ad assumes n0 connectors Steel straps shall have a minimum embedment of]Inches in sonans WALL FRAMING: STAIRS (SLEEPING) 30 STAIRS subornation Bans,rlmctlen le,techniques, with Nese plans,,ornor osedummsibllr for to plate slab-on-grads,16 accordnce Witealn 33ta Wien orpppdunder din NAIL NAIL 4D consimctlOn means,methods,lechnlques,sequences,or pmeatlure;odor safely Na plate and called In accordance cele table 3.3b When steel straps are lapped under Ne JOINT DESCRIPTION OTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs In connection wM Ne work.There are oriental fora bctlner plate,3 Inch smanowashu.shat be used with Ne anchorbolt Anambra EXPOSURE CATAGORV sped0c use expressed or Implied In Na use of theme plans. spacing Is to be spaced end sized In amwrtlenco N table 3.2a,In adtlidoo 1D sparing, TOP PLATE TO 2_ifitl COMMON PER FACE NAIL O anchor bolts are to be spaced between 6-12 Inches from the and of a sill plate and all TOP PLATE FOOT BEE NOTPI LOAD PATH SEE CONSTRUCTION ANpWINO PATH CONNECTION 5).Refer to the Wlndora and Door schedulefm exreter Openings ..mere TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE B GENERAL NOTE PAGE 4-ifitl COMMON INTERSECTIONS Eq.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 61,Jr.General C.ntradot IS paansure Nat masn.ryor...duehndeNepleceS meets 5).NPEIEXShe., SHEARWALLCOan.111 lastNS: STDG TO 24" FACE or exceeds manufacture's spedgwtlons and applicable codes, Typal exterior sheerwalis wnhaminimum.1111 last cooed shucMal panel on the exterior STUD 2-16tl COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE stech.tl with atl cerumen da11,al 6"o e.atlhe panel edges and 12^c c In Na field,and Bym.. ]) The General Cantmdor is 1.censor wllM1 the owner lm all hulls-Mems V2 Inch NypsumwallboaM on lhalntedoramched cele 5tl cooler nails et]"oc el panel HEADENTD 1fi'OC. FACE FIRE PROTECTION sort,as botkcasea,ShelvinB.Pantry,delete,trims,etc. edges ad 10"Oe.In Ne laid shall be In accmaanca with Ne length requlremenis specified HEADER ifitl COMMON ALONG EDGES NAIL SMOKE 8 CO2 ETECTORSO GEE FLOOR PLANS In table 3,IS.b. TOP OR BOTTOM 2-16tl COMMON PER 2s4 STUD END TRUSS DESIGN NIA-STANDARD STICK FRAME CONSTRUCTION 6).Wind load requbemants shell be asked Into account during consul.( PLATE TO STUD 3-166 COMMON PER 2.6 STUD NAIL 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: ENERGY CALCUUT ONB RESCHECK 3 6 RELEASE is BOTTOM PLATE TO, FOUNDATION NOTES Type 11astedorsherrwalle shall..atthe nqulremhntsoftaW.9.15a-b time.Misappropriate FLOOR JOIST,HAND JOISIT,2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1The Generacter Coastal Centel Mason plans,elevetlons,Oil.and netesN length adfusMem across in table 3.11 ENO JOIST OR BLOCKINC3 FOOT SEE NOTE.1,2 L GROUND WINO 6EISMIC FROST WIMER ICESHIELD FLOOD determine Intended heights of Meshed fi l above rypical Needs. ]).INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMESIT HAZARDS Allowable sldewall lenges provided In table 314 shall be permuted to b0 Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2) All feelings to rest On undleurbea(vtrip)Boll. Interim shearwalls ale used Shaahing and cassaoda shall he In acmrtlance with JOINTDESCRIPTION NAIL NAIL NOTES 2.4.42 and 2.24 respedlvely. ON. SPACING 45 LBS 120 B SEVERE 3FT. MODERATE SLIGHTTO 11 NONE w3 Predd.1l2-aappealed].lot material be"..concrete slabs anput0g TOHEAVY MODERATE ares[.or masonry walls assuring In ea rlor or unheated Interior ae JOISTIO 4-fid COMMON PER TOE e) derSel gladerROUN ShalIORWALLOPENINGS. SILL,TOP PLATE CRGIRDIER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4) Any new mncrete walla bald Itached Ic exists le strum Shall Header 3 ct girder connamlonshall be eatlachetl --rearms 1. somalsoecemtlable BRIDGING EACH TOE Na gponme 3.5M1 table 35 Window sill plates shall be have steel chnnedars In acc.Nenre cope table TO 2-Otl COMMON END NAIL NAIL SPACING NAIL SPACING ATINTE PANEL be lnslalledwith#4 re-bar,iB'lOng at l2'oc Use appmvetl epax)'Inslallallon 85 BREATHING LOCATION qT PANEL EDGED SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 5) Unless.Nedvlse rimed,all slabs on grade to he 250C solo.Carle lobe TO JOIST 2E COMMON END NAIL 4'PERIMEfER EDGE ZONE Btl COMMON®P'O.0 6tl COMMON 6"OC. SEE NOTES 1,3 pwmd oa 4 Inch Nick Send at .air fill with M6 value mash relne,q Interior slabs 9) CATHEDRAL CEILING ASSEMBLY. to be minimum 3-1121.dl til All fill to be comeaded to 95%relatenslry with Where.tldge is to he used as aslmdmal beam,Ne mRole shall either be aches end BLOCKINGTD3-ifitl COMMON EACH TOE INTERIOR ZONE fid COMMON®fi"O.C. Btl COMMON®12"O.0 SEE NOTES'1 (BOTH FIE LDS) 6' mexlmu�m llfla(layers). mmomed On top of the beam.,.I...connadms shall he attached to mean 2ReHo-ddgs SILL OR TOP PLATE BLOCK NAIL NOT E'2 FOR PANEL FIELD along Ne open colllnfl Peps Na Emitting.Can...Uses to the tldge ulna wall Shall be he LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS atl COMMON 40C. fid COMMON 40C SEE NOTES:1,3 6).Crawl sees to be provided WHO a minimum ie"x24"access.pag Install one etmchetl with Na shwa acquittal3-ifitl COMMON 6x16 earl Iron foundation pool ler every 150 eq R ofrime TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 6tl COMMON PER TOE NOTES G T).Damppmof exterior of fem llon with bituminous coaling as per bon R406 of TO BEAM JOIST NAIL N.V.S.Residual COnstrurMn COtle.Afi-roll pdyethylenaifim shat applied Over 1).Unless Wherwlseacted,roll framing malarial to be ACO preesun treated lumber BAND JOIST PER ENO THESE NOTES ARE ONLY TO BE REFERREOTOIF MENTIONED IN SCHEDULE NOTES ONLY Ne below tirade portion of Palmer walls prior t0 hackf1111og. All faster..,harms end arahom to be g.1vtolhad O,snlnlee.steel. TO JOIST 3-ifitl COMMON JOIST NAIL 11 Forroof ehealhingudNN4fee[Of the perlmeNr edge of the reoL inaiuding 4feet an each Bide Of the mofpaek, a).Drainage as per section 8405 of N V.S.Residential Cm.larrmde 2) Gliders for deck Mi to he belled to each post with weaher.and nuts. BAND JOIST TO: 2-1So COMMON PER TOENAIL the 4 foot perimeter edge zone atiaamearde required Shall be used Giptere an concrete peers shall be anchmea wit proper steel connectors anchored SILLOR TOPPLATE FOOT SEE NOTE.1 FRAMING NOTES Into concrete with a minimum 1W did x]^long anchor bait with washers and nuts ROOF SHEATHING' 2).Tahingmmd 12 ndpCnauapming49,Meashaamm➢atachedNm6arttruss 6InchespgmemberswNG>0.46. For framing members cele<0.42<0<0 49,Ne cell sparing shall be reduced to fi Inches..c. 11 MTueming tochnlques and methods as preaetlptive dedgn of lBBC High Who 3).PodssuppoNng Muders shall be anchored to a 12 Zk12'thlekeodemtofooMg. JOINT DESCRIPTION NAIL NAIL Edition Wood Fail Construction Manual. Use a minimum 1l4"diax7-long anchor boll with washare and nuts.Footings Shall be 3 IT DTW SPACING 3) Tahulaletl 4 Inch oc call spaang a.wmes Sheathing to ha l truss framing members With G>049 For bit.grade.Porches with...red radia shall have 12-age concrete plan far Ne girders AS PER TABLE 3 6 framing members with 0.42<0<OAS,the nail spacing shall he adduced to 3Inches as 2) Unless otherwise noted,all fmming and Slmduml wood materials#2+BTR STRUCTURAL PANEL fid WFCM-SBC Douglas Fir, 4).DBekf.1vis1.he.blocking ctPOa.e. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SHEATHING:F NPANELE NG NAIL PPORT IN AT INTERMEDIATE 3).Firms,wells,callings,ntl rapers lohespawtl at 16 Inches D.c ss noted 5) Amlto bemor 10stened to flesh[,ilding With Installed hdwaenthrs,and nuts ledger, NAIL NAIL BREATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. Ledger to be fastened to building with 112'ma.hulls with washers and nue JOINT DESCRIPTION CITY SPACING where needed, 4'EDGE ZONE ed COMMON®P'O.0 6tl COMMON®4"D C. BEE NOTES 1,3(BOTH FIELDS) 4).Unless noted,all bearing wall headers to be(2)2x10 BTR Doug Fir GYPSUM 5tl COOLERS ]- O.C.EDGE NOTE 2 FOR PANEL FIFLD Hearing wall head.,.haraofil(3)look pod SIOI d(2)full Planngth ad,..an Stop all fir Coremledwe shall be a einlmum 6"abase grade WALLBOARD 10"O.0 FIELD INTERIORZONE 6tl COMMON(�T 0 C. fid COMMON®12"O.0 SEE NOTE'3 opening..Beefing ara indows31Jarketua.and((2)Pull length err 2*4Wam 1 WALL SHEATHING: NOTES openings Beefing wall wtndO and2XIS ll waleDhavesbetween .111IsProodde 7) All to be supported with Wangersana fishers.Each Jolet shall also be anchored MAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. openrickingwhereaand bl ,ntl 2xE wall Openings between 5'110'9 Provide are toOlMeds} JOINT DESCRIPTION and blocking wham applicable ON. SPACING 5) AllPush WeamsNeadars,to be lnsNllel with M1eavy duty govinlzaNms and 8) Cowered Hour.shall haaasembled and anchored the same metal a rypical building STRUCTURAL ea COMMON AS PER TABLE 3.9 1) For wall aheating within 4 feel Ofthe cement,Me 4 fact edge zone allachment requirements shall alems, he.applicable to au wnnaarine)mste. PLUMBING NOTES PANELS w0 C.ED E Wa teed. op ]IIP OS0 FCM BBC Bit COMMON 6) Double up Ooorlolele Under walls that parallel to the fear]MI under bS..led1lAll wanr supply,dreinageand venting to beInstalled aSper N.Y B.ResMentlal PLYWOOD fi"OC FIELD 2) Tailmicted 12 GIN49.Far-feson.hocnell spithO s attached members cele Floors N raw,cancels Me Installed sM1ell he vented tar p,operlOeodry unless doled LOnsW.Uon Code GYPSUM ]" O.C.EDGE G>0.49.Forframin➢members cele 0.42cG<,the call spatlngs shall be reduced m fi Inches o c WALLBOARD So COOLERS 10.0 C.FIELD on plans 2 Verify ppr.va. 31OTE: dor panel dtlLR Nalvinizetl box calls shall be perinittetl to be subsllNted for common cells. I 1 ry septa system wuM1 the Engineer for spxalN cetdry Heats Department f FLOOR SHEATHING: NOTE: had.,adaostingn SlIs Ng In flomlolsts at O'ODc Us.solid earn fear olds 3) Ifwall studs,plates Ur Ise are cutout during lnatilallon for any plumbing related wmk, NAIL NAIL sneer rig heaamg wale pmvltle adequate Nail add plates a protect and secure Ne structure Vaaly with the JOINT DESCRIPTION GY SPACWG CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 6) Prwas Insulation banes at eve vents Entrance mRon. IrslalilaskenN.s stele code and manufadme's ficommendatgn for mawmum hole size and spacing permitted, STRUCTURAL PANELSP'D e.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. ...died, HVAC SYSTEM NOTES I"OR LESS ea COMMON12.0E FIELD 1) USE IDE SIMPSO TYPEGERS AND NC FIRE STOPWITH -MNG AT TOO RIPPLE IMUM PROTECTIVE FORN N AGGESSIBLE AREAS. 9) Unleee o0erwiee noted,all reefs and wallet.haveaminimumtlrk,4-ply FN 11 Mechenmol submmrecmrls responsible far atlheatlng to all appllwhle woes end sofery NOTES: 2).USE SIMPBON HANGERS AND ANCHORS WITH Z-MAX PROTECTIVE COATINGF ONTACT WITH ACO LD%eMeriOrshealM1ing grade plywood Plywood to cover over plat headers regmramusic 3) INSTALL I-CD2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10).Unless parsta ae doted use 314"thick TAG PTS Fir or AdvantNamid..l THESE NOTES ARE ONLY TO BE REFERRED TO IF Adhered cele PL400 atlM1eslve,ntl smewed to floor joists Flnishedo be lnslalletl 2qIII upment mppms.r.,ls to fully coONinats.11 System data and requlr.M.Me vale the MENTIONED IN SCHEDULE NOTES ONLY Section R5o2.6-FIRBUCCKMG REQUIRED e AmblocMng Shall be rpaided to cut mien concealed draft openings(both vcNral,ntl horizontal) pF papa suhfloorae per manufacture's IPdmmlons, IT Melling requlremenN are based oa wall sheaNing and M form an effective fire barrier between states,and between atop story and the roof space � 1'0 3).HVAC subcontractor to pmvlde Mal system layout drawing and Submit it at Ne Gamed .shed 6^on-center at the pamel Btlge,If wall sheathing Fimblocking shall ed provided in wood-frame construction In the following lmatlands 3. E�. >fa .eflar had can furnato eto he- e151W12- thkmmstursshmartanlsh.atlma➢ewallsend Contraclm and owner for Mal reNew and approvel. IS miles 3'mcenter al the piano)core to.blain higher p' �'f shear capedfiae,falling um.lumenls palatal 1).In cwcealed spares of Sed waIts and parmans,fid.deg erred spaces,at the ants,and near N, 1.hal wed 0vctmmhamock All ells0 be top naewtN.qupw gf bdming ELECTRICAL NOTES: 10 M1ave reNulae 112'Shamrock All wails to be taped,ntl finished members shall be doubled,or el[Bmale connectors, levels.Concealed hpraontal furred specs shall dsD be Flreblocked atinhrvals not ex.eMIn910 r, ✓' per N V B.ResltlenMl OonsWct.n Code such as shear plates, her he ucetl to acumen lead path feet.III or blankets of mmeml or lass fiher shall be allowed as RreMocMn BE 12) IE 12) NI tum WIN a pitch less Nan 412 shell be Instilled cele an IGter barrier err 1 All electrical to he lnslalletl as a g In walls con4reded LU approved equal.Flat more shall be applied with a Flbarlllas base apt ad EPDM using parallel rows of studs a sraggeM studs torch down type ordered wee 2) All decNml work shall be approved by a qualified Underwriter 2) Whanwallsbulatd lerdnWtfussSercwnpmed ID I I LU memhere,Na I1.1- atl numharfa nails stall be pennNetl 2).At all interconnections between carded shaped and horemd[aI spaces such se Occur at soots, N 4; rube reduced lOi-ifitl detinue,foot drop ceilings 13).All sill plates,ntl wood Insortamwith concreteto bypreseund.XIII plates to 3),InslallSseNe tletecmn and Carbon Monoxide detectors throughout as persection 0.31] p lis,ntl cave callings, qx n, rt M IPSNlled wllM1 af.am sillgasktmalace-r-M. eendeshialdmatl equal .fN V.S ReBitlental COosVudlon Code ��p U. 5 4✓� 3).In wnrealetl spares betweenStair stringers at top,ntl bottom of Ne run.Enclosed spares 9QFF,O 1� under slabs shall comply cele Seriso tlan 014.8,Y4.B,N.Y.Y S.Residential Code. Q.,.'n 4).At openings around vents,pipes and dells at ceiling and Floor Iesel,M resist the free passage of Mme and products of combustion 5).Far the rehleating of chimneys and fireplaces,refer th Sedbe RIBI N Y.S.Reeldenilal Code MESKOURIS HOUSE AMENDMENT SOUND BEACH DRIVE, MATTITUCK PG 12 October 27, 2006 SCALE '/4 r _ 1,0„ JD