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Home My WebLink About32741-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 10/18/07 No: Z-32681 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 935 (HOUSE NO.) County Tax Map No. 473889 Section 64 OLD SHIPYARD RD (STREET) Block 5 SOUTHOLD (HAMLET) Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 14, 2007 pursuant to wbich Building Permit No. 32741-Z dated FEBRUARY 20, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DOROTHY CRENSHAW (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARonmNT OF HEALTH APPROVl\L N/A ELECTRICAL CERTIFICATE NO. 115952C 10/05/07 PLUMBERS CERTIFICATION DATED 09/06/07 CUTCHOGUE PLUMB.&HEATING Rev. 1/81 . dSt-3 70, 7 ') ~ rt; rL~-_\'il f;~';,) I~~~~ l8ii'IW \ bLD', DeP,. TC'NN QF C;CUTHOLO Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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-confonning 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 Certificate of Occupancy is denied; the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Celiificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Location of Property: 93) AI-krlA.,--h~ Old or Pre-existing Building: old 8h;pyurJ. Street CUf1.$hAAJ . / La (lily I i I ~ Block:; Date. fO//O/6T I I (check one) )l}w-/1w ld. Hamlet New Construction: v' House No. Owner or Owners of Propeliy: 0 or IJ ~ Suffolk County Tax Map No 1000, Section f3 trill ~tf Lot ;)1 Subdivision Filed Map. ~__.___ _ Lot: Applicant:________ Permit No. .3 J tlf J I Date of Permit. Health Dept Approval: _ Underwriters Approval: Planning Board Approval: ______ Fee Submitted: Temporary Certificate $ J<)' / - Final Certificate: / (check one) Request for: (j...~.7);nY U-t: );J-l:.<tl J~~ Applicant Signature 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. 32741 Z Date FEBRUARY 20, 2007 Permission is hereby granted to: JOSEPH & JANNA H TORELLI 79 SUMMIT RD PORT WASHINGTON,NY 11050 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 935 OLD SHIPYARD RD SOUTHOLD County Tax Map No. 473889 Section 064 Block 0005 Lot No. 021 pursuant to application dated FEBRUARY 14, 2007 and approved by the Building Inspector to expire on AUGUST 20, 2008. Fee $ 200.00 ORIGINAL Rev. 5/8/02 II T owe Hall, 53095 Matll Road PO 80x \179 Sou1hold, New YOfl(: 'I '971 Fax (516) 765-1eZ3 Telephone (516)765-\802 OFFICE OF iliE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I FIe A T ION DATS: i?J/r, 107- Plumber: Permi t No. 3;;11' / CVf/l!S~ qs<) O(J 5~lp;M'J talLe (please print) G(7~1' / (vtcL;ve E f!-ff (~C print) 5vw+twiJ . Building Owner: .~(c (please I certify that the solder used in the water supplY5Y5~em '::'..'., contains less than 2/10 of 1\ lead. " ( ,,/' - ~~- day of t1J Ob> 7 "iU$AN J. NAGY Notary Public Slate of New Yor~ No. 4896735 QualWied In Suffolk County Commission Expires Mav 20lL rLv1at Sworn to before Notary Public, County -....; ;'. Frank W. Uellendahl Architect PO Box 316, Greenport, NY 11944, tel 631-477-8624. fax 631-477-2997 e-mail: fuellend@aptanline.net May 24. 2007 Clients: Dorothy Crenshaw & Larry Bennett 2527" Avenue, Apt. 5x New York, NY 10001 Project: Garage Conversion and Alterations to the Crenshaw Bennett Residence At 935 Old Shipyard Lane in Sauthold BUILDING PEAMIT # 32741-Z LETTEA OF CEATlFICATlON - INSULATION The fallawing adjustments were made In regards ta insulation at the above referenced project: _ Walls: the architect's specifications call far R-17: the contractor installed high density R-l 5. - Floors: the architect's specifications call far R-19; the contractor upgraded the fIaor insulation and installed R-21 to compensate far lesser wall insulation. The overall result meets the construction code requirements of the New York State Energy Conservation. _ Cathedral Ceiling: the specified R-38 Insulation was Installed as per manufacturer's specification; ventilation boffles were installed against the sheathing and venting holes were provided between the rafters to allow for proper venting to three roof vents. '~. I cU.~ n \~i " D U 'If rJ f f ,~ . iU L 246 (0) I ' O. L" -. L.., -.__ -, QUQlJTHQLD 3,)-7f/ ;;L TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING I STRAPPING ] FIREPLACE & CHIMNEY ] RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION J><(FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRATION REMARKS: ~~I!I DATE J-- ~- ()7 INSPECTOR ~,~ 3 ';-7 rl :z. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION ~ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION @ DATE ?..--/o -~1 3 ~7tl Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING M FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRlJCnON [ ] FIRE RESISTANT PENETRAnoN REMARKS:;VD ChiL ~ , (jO 1t0 _~M'ct'0 DATE ~ - ?-;;t - (J 7 INSPECTOR ~ ~ 3J-71ft :z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING ~ FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ht) ONe- lIol'1e d:7's-~ REMARKS: ~lL- ~~~, DATE 8'-13-07 INSPECTOR ~.~ 3J-7tflz.. TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~ INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnON REMARKS: ~ ~ ,f ~/ 7 ~.~ /K: rs- . , ;4/~eee I!IJ n E ~ c~Abff ~. N~"iF~ ~~ c~~~"::t: . ~r I DATE s- 11- 0 7 INSPECTOR ~ ~ - - ...... ~ ~ 3-r7lfl2- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION 04 ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRAnON REMARKS~ ~~o=. I vI\: , DATE S -- 3 -- 07 INSPECTOR ~~ 3'J-7tl Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRlICnON REMARKS: /lib / N ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ~~ DATE If-3()-07 INSPECTOR ~r~ '3 ::L7'f1 Z- TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION r DATE 'f,-{; -07 INSPECTOR ~ ~ 3;)-1 Lf I "Z-- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION IV1 FRAMING I S~RAPPlNG _ [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPEcnON [ ] RAE RESISTANT CONS11lUCTlON [ ] FIRE RESISTANT PENETRAnoN REMARKS: F~ r:J- ~ ~ I ~~J~~k~~ oJ4w-~, ~~ ~ ~ ~~\ ~~~~~ ~~ (~~), DATE L{-~( ~ -D 7 INSPECTOR ~.~ 3i-7LflZ- TOWN OF SOUTHOlD BUilDING DEPT. 765.1802 INSPECTION p<{ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CQNS1RucnON [ ] FIRE RESISTANT PENEtRATION REMARKS: "if I ~ )> X /;;L /&t ~- cP ok , ~ ok.~ DATE 3 - 3 0 -07 INSPECTOR ~~ FIELD INSPECTION REPORT DATE COMMENTS '3-70-07 J-d- //- J/. ~ ok- (/A 114 J\).l ..., }Jt"l ...)::0 ...(:..~ -'"' l\J"" "A- ~ P' 1!./.t1IJI1-.. .\ .;L '/.,P 1~ C'a_ ~ . ~ ~ IU. IkAJ\ - JJ '-1--,..-... ~ '" JI~_ ilL/x /,2- , .....-~/)?d {/ '-- . ..-/ m_m___m_______________________ I J ~~ 0 _ 1 '7 -' d .J ,~ FOUNDATION (2ND) -?- 1/ ,ttI Ld . (/ ..t-c ~ / FOUNDATION (1ST) :4;; z tf-~- 6'7 C'lL:t:e, ", ':CJLL . -- "'... //,;j ~ ~ r/JiJ /OJ" A ~.J-L'~ '/Ie.., ~ .;j ,(7, f. A; -IJiI;1/ \JJ ?<" ,A." '-:. , 1:-. _ Nd.r7-[ .J--I ~ .A AJ.- '/JA 'VI ~ .~ , ~ II _ ?A ~t :__ _-fl:,~ ~ t ~ . ":~.2..'U J .4OY>vLo.:::..e.~ .~ ".--.. .+- g ~ y .n ~ -t:ii-- II. -10, ,r ~ -It. ....D '.1 .iI~ ~L < rJ- -:;.r.:.. ~ , A...., /Ntt d.ure., ~.J P ~ /',-,,-Q 1 & A 'A d--:.-.~ A ~ tJK, /Y ~ 'IL -'l:;;,-. A . . H Y Il. I(/..v\ ~ J. /1, # -::p, '-- ~'€_ ' +-.30-t 7 1116 n~L'"t". 7 . ./i'5 'PI2, v v ~_ (-3-0 '1 Ie II _1/, :L' rf- /ll\tJ~ ~~ c:p;; ~ ~ f()W. ,// ~:-c.t' ~ ~ ... '"' 5~) J - ('1 JI._.ui ^ 14r -b- u~ I,-<J-.-...L. L'-1'h .,.J.- \'-c.~"'l'-- ./ '7 (v~ , , ., ~ ~wP, _ . <.-- ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE .. '6 -I J ~ / ;V 0 ~ .f/ ~ n........-::><:. ~ T-n-or7 't 1\ II ./"Al...-..--I..... 9-1f)-o f1 JI It It {CiJ' ~; ~/f/JI (j-~ ':>f J__TM "--' / -,r /-J , "'L. ~(/.P-'~':AJj'd-.~.J/" /1.' N- -/"Tb'1r.Jl, .M 1_1lfi. ,I A.).' II. J\ ^-o~ \:.0 . ...v < ~ , - v """..... -u- Oh / ( . (Q A~Y../ / ~. LL +-;. ,PI/. //. LL/ /' ./ . AD MortAL COMMENTS / .s ~ .r<-r 0 I /&" Ii fa ('.A "f--. 1\R... . ,- Il ~~ ,.::,. , '-- ~ t (\. ~ 1tJ FINAL p S .}~ S g -17 . . . t"l ~~ . ..., 9-'- o 5: '"' o ::; '\'z ::I: z,t"l __F .. ))= t:I t"l ..., :-' TOWN OF SOUTH OLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southold/ Expiration ,20_ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: iiitltlK. (./e//er1dt:JJh/ ?()B3/~ Cr,.,~uPCd- //411- , Phone: V 8/. q. 77 &6 ?-f PERMIT No.,372.1 t(-fC:.- Examined ~~ Approved Disapproved alc ,20~ ,20L 7L Building Inspector FEB , . 2:;:'( APPLICATION FOR BUILDING PERMIT , 20 01-- Date ~/3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Iuspector with 4 sets W plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot 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 Iuspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Iuspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Iuspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder -41?CH n--l;:L-r Name of owner of premises Dc7.eo;77-lY C.e~GI//7W <1 L/-JRi27-' BEAJIJSrt (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. L-E6TE/2. W4lSff Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: q,?!? c,o S'W;PV,q/ZD ??9AJe: House Number Street 6b'(/?,?/C?CJ Hamlet County Tax Map No. 1000 Section Subdivision 04- Block C7 9? Filed Map No. Lot .'87 21 Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ee:;,IOE,,<..J'1'/,q( b. Intended use and occupancy ~91 O€J..71/ RL 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ~ 1:3~ 000. - , Addition V" Other Work Alteration .2 /"IV - Fee ....." (To be paid on filing this application) Number of dwelling units on each floor (Description) 5. If dwelling, number of dwelling units I If garage, number of cars 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. I , 7. Dimensions of existing structures, if any: Front S;l: f3? Rear S; 1. g!!f; Height N 20 I Number of Stories I t Dimensions of same structure with alterations or pdditions: Front 51. g~ Depth 51-' Height :2.9. / Number of Stories :2. 8. Dimensions of entire new construction: Front .24/ Rear 241 Height 2C1 i / Number of Stories 2. 7~I -1~ ~?/ 9. Size oflot: Front _ Rear /J'. ,.:':J Depth u( ..ii . ';~g2.' Kear 0./ To :/ '7,,1 Depth ~ Depth 222 .2G I 10. Date of Purchase PGC- 2.ClCf3 Name of Former Owner .?OS;~ 7Z/RtELLI 11. Zone or use district in which premises are situated k: -4c:J 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 V 14. Names of Owner ofpremisesCre'''''~w &jlut'~ddress .262 il~"'pe AJ'/G Phone No. -:;),1-. ~/. 9~23 Name of Architect ~11K' ke//~~~a'fd~/ Address PPB 316 1f71I~hone No ".<3/ ""177. 9624- Name of Contractor UGKI"- it-b16i/ Address ~ GilJlppd 11<}4IPhone No. ~i3I. 2GB, ~}"':;' !51N t3l1YAVG 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO L * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.e. 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: COUNTY OF 5v#bIA ~/Jk: WGt..t..EA-JO"qHL being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the .L)/2a{/TGC( (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his know ledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t~ /,:) dayofl;./,.. ~t) ? , ~9<--~ C/<A~~A ) Notary ublic Nf!~Wli=' LINDA J COOPER NOTARY PUBLIC State 01 NO. 01C04822563. SUIfOI~~~uYork Term Expires December 31, 2~ :'. '" -q: () C:( ~ \' ~ l' rv ~ .... ,~ 1" , v. ... i.,;' 4- <:1 "- l,; :J- 1 {j~ <. ~ ~i '. (5 ~& ",+ -. ail -0 1'"1 f , ' L. (.. 1- 1(';'6 "'..... ~.., (".06- l.)';:" '~'. 2.2/.ZG ~.Mc.e. -..., OGlc+" ... 10. -~.~ c-J /- '::::LJ ,.,,: ,,'- ' Ur: ~ ~ -r#''''/lt' I <jC'"",..bJiJ L.",1' /07 C"- 6H - ~~'''~~~: ..... '"'- .~ -,'7 ( 1-;- - - --;"e .:''''' I .f./4clc-l",p. tI~ __, '" __ 8'~ s, 64~ 6,5' 00 W .z.z....'!:J..z.$ Lal /06 MAP 0':- PROPERTV $VRVEVt::O FOR HtLDEGARD MORANO AT SOUTHaLo,N V C:1 =manu~ n'; Nb/~.. Unless alj,"I'W/~e d€'''''1~v-l..d, I,,';" 11t.~;1'Ib,:rs show" ,~.(~..:IV "Mdp of! FOwufc..:s E:>lales" f,'/ed in..fk 5v.f'.f'o/k CoU"-Kj CJuk-lof'.(lc.e as Map M"''riber 8 .34-. In t~ "- Ii ~ ~ 1-'- iii " \;, o r~ ",- !' ).. ~ ~ ~ IV '~ <:, .ci' -; '" '''' ~-- ~, .~ : ~ ':) ~ 'to rj '-J l,; Ir; ..t " ~ "" >- , .. ......:.. "'iJ ','. " ~ - .... ~ ',+ - '.. 1m", ,11 J:U(. "'Llla.f'::><< 0.. ...:mmoa v.... 10 ,~l SlIlYlT Ii " Vi':'~^7101C 01 ) ~. .:! .,}<OI C, W.I ~:!w '.:'1:1: STAn '_ ,,_.>,!tA."". c') :; 0, ll;!~, ~~r(~l /tA~ N:)1' lt4llH:i r :i~~\t~~~+?;~2~\~"~~'~~'lED ~:~,Ifk?;12:;:,j&:;~1':: l!'i!:~~.. 1K.:,'uT/Of< ~'~nc tit6OloC. NIl> rOflCfASS:<:.rr.:5011"'tlt>l&NG'lN1f1. :mIClw. GlJ"'~"""'"li"S "'! ..-:"T r'M~..~; 1(1"'~IT.ON"IIt-""l''''''"., "0 'iC,,'" o......~. -' , ,~:>c.ale 40 ... I" , i i i J G('(Prt:mlced .fa I/'e CIt/caqo Pile J~1$'f r.'inc G CoTr'poY'Ij' as .swv~,/llf!<i Fe hn!t9t''J ~ ~, /9 ?!$. Roderick Vt:""i1 TU'f/,RC. a~f?r..~.../ ....,., L Ice J1~-:' c-;:;{ L p,,,4 SU" e.. Ys. Gr'~en,i.h'(t ,Yew ~:k, Generated by RES check Package Generator Compliance Certificate Project Title: CRENSHAW BENNETT RESIDENCE Report Date: 03114/07 Energy Code: location: Construction Type: Heating Type: GlaZing Area Percentage: Heating Degree Days: New York Stale Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electrlc 8% 5750 rN\R \ 5 ~ ~-- \ -.-I I 1--1- . Construction S~e: 935 Old Shipyanl Road Southold, NY 11971 Owner/Agent: Frank Uellendahl, Architect Designer/Contractor: Lester Walsh Custom Island Homes, Inc. COlllplldfllf Passes A bl Cavity R-Value Cont RNalue Glazing or ssem Y Door U-Factor Ceiling: 38.0 Wall: 17.0 0.0 Window: 0.450 Door: 0.350 F_: 19.0 The proposed buildmg represented in this document is consistent with the building plans. specifications, and other calculations submitted with this pennn application. Tho proposed systems have been des to meet the New York Stete En8fQY ConseIvation Construction COde requirements. When a Registered Design Professk>nal has and . is page, they are attesting that to the best of hislher knowledge, beltef, and professional judgment, such plans tic n compliance wtth this Code. ~'4/br- Date RAt-lK U8UElJ'ORIL _ AeaJ.f~ Name-Title (.~ ~:;;;.:lJ Ai~"C~- ~ ,<\':-',.--;'"\::-;--.:. 'J,/" i".";"><",<, UCLLt/;-,:_> ':\Xt)~,- vo i\~<"\- /~::'/C2'. \~r.ff.'._,."... ~ S4~ '-Q- Qit'"t,I."ft,\ .- l':,,~,' ,.",- ""'l' , A '" _ ..,--,;_' ,__ ~ ". I ";;.'" .l'"'.'~'-'....'~'~'.'t~i ~. ,'. ..CO",," " :.\ I II J" . .j".'f /, '\ ~':f~<i'. '. \.~ 1Vo. 02'\ 'C~'(;> -/c'1 1;-'.~.~,-lU~ " (;:' Qt:." Nf\,rll ....../ ~,-,.._,,_:.--~" e CRENSHAW BENNETT RESIDENCE Page 1 of 4 Generated by REScheck Package Generator Inspection Checklist Date: 03/14/07 CelllnlJ8: o Ceiling: R-38.0 cavity insulation Comments: Note: The ceiling R-vmues do not assume a raised or oversized truss construction. tf the insulation achieves the fuR Insulation thickness over the plate Iloes of exterior walls, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). Above-Grade Walls: o Wan: R-17.0 cavity insulation Comments: Note: Wall requirements apply to wood-frame wall constructions. Metal-frame wall or mass (concrete, masonry I log) wall equivalent R-values can be found in the Help User's Guide. Wlndo_: o Window: U-factor: 0.450 For windows without labeled U-factors, describe fastUIllS: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: Note: Up to 1 % 01 the total allowed glazing 8Ill8 may be excluded from the U-value requllllmenl. For example, 3 ft2 of decorative glass may be exctuded from a buikUng design with 300 ft2 of glazing area. Doors: o Door: U-factor. 0.350 Comments: Front door exempt Note: Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-factor table in the Help User's Guide. If a door contains glass and an aggregate U-factor rating for that door is not available, include the glass area of the door with your windows and use the opaque door U4actor to determine compliance for the door. One door may be excluded from this requirement (I.e., may hava U-factor greater than 0.35). Floors: o Floor: R-19.0 cavity insulation Comments: Note: The floor requirements appty to floors over unconditioned spaces (such as unconditioned crawlspaces, basements or garages). Floors oyer outside air must meet the ceHing requirements. Note: Add an additional R-2 for heated slabs. The insulation must extend 1) down from the top of the slab, or 2) down from the top of the slab to the bottom 01 the slab and then horizontally underneath the slab, or 3) down from the top of the slab to the bottom of the stab and then horiZontally away from the slab. with pavement or at least 10 inches of soil covering the horizontal insulation. Air Leakage: o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. o Recassed lights a1ll1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" cfaarance from combustible materials. If non-IC rated, fixtures are installed with a 3- clearance from insulation. Vapor Retarder: o InstalkKI on the warm~ln-winter side of all non-vented framed ceilings, walls, and floors. Malarlals Identification: Q Materials and equipment are Installed In accordance with the manufacturer's ins1allation instructions. CRENSHAW BENNETI RESIDENCE Page 2 of 4 CI Materials and equipment are identified so that compliance can be determined. o Manufacturer manuals for all installed heating and ~Ing equipment and service water heating equipment have been provided. [J Insulation R-values and glazing V-factors are dearly mar1c:ed on the buitding pfans or specifications. CJ Insulation Is installed according to manufacturer's instructions, in substantial contact with the surface being insulated. and In a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: a Supply ducts in unconditioned attics or outside the building are insulated to R-8. Cl Retum ducts In unconditioned attics or outside the building are insulated to R-4. o Supply ducts In unconditioned spaces are insulated to R-B. o Retum duds in unconditioned spaces (except basements) are insulated to R-2. Insulation Is not required on retum ducts in basements. Duct Construction: I:) All joints, seams, and connections are securely fastened with welds. gaskets. mastics (adhesives), mastic-plus-embedded-fabric. or tapes. Tapes and mastics are rated UL 181Aor UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pal. o The HVAC system provides a means for balancing air and water systems. Temperature Controls: o Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: o Separate electric meters exist for each dwelling unit. Fireplaces: o Fireplaces are installed with tight fitting non-combustible fireplace doors. o Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York Slate, the Resldent/s' Code of New York Slats or the New York City Building Code, as applicable. Service Water Heating: o Water heaters with vertical pipe risers 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. o Circulating hot water pipes are insulateel to the levels in Table 1. Circulating Hot Water Systems: o Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: o All heated swimming pools have an onIoff heater switch and a cover unless over 20% of the heating energy is from norHiepletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. CRENSHAW BENNETT RESIDENCE Page 3 of 4 . . Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Heated Water Temperal1Jre (OF) 170-180 140-169 100-139 Insulation Thickness In Inches by Pipe Sizes Non-Clrculatlng Runouts Clrcul8tlng Mains and Runouts Up to 10 Up to 1.25" 1.5"102.0" OVerT 0.5 1.0 1.5 2.0 0.5 0.5 1.0 1.5 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Heating System. Low PressurelTemperature LaN Temperature Steam Condensate (for feed water) Cooling System. Chilled Water, Refrigerant and Brine FlUid Temp. Range("F) Insulation Thlckness In Inches by Pipe Sizes 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 40-55 Below 40 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 201-250 120-200 Any NOTES TO FIELD: (Building Department Use Only) CRENSHAW BENNETT RESIDENCE Page 4 of 4 ~ - .!--- !f!lD AS NOTED ~TE: ~/:2 ,. B.P.# 3'Z."=l4-1~ #_: ~. By:DeL-- ,TIFY BUILDING DEPARTMENT AT ,5-1802 8 AM TO 4 PM FOR THE )LLOWING INSPECTIONS: . FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ,. ROUGH - FRAMING & PLUMBING J. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ".LL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING UNDEI\'NR\1EI\S CERi\t\C~1E ~Q\l1RSl ,I ,J rLOOD ZONE ;( COMPL V WITH CHAPTER. 46" FLOOD DAMAGE PREVENTION :;OUTHOLD TOWN CODE- - R'"'T~IN STORM WATER RUNOFF r ~UANTTOSECTION45-1OC Ot fHE TOWN CODE. __// ~ -.... -....- ...~ , PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. ,,! !_ Crj\"TC'. : SHALL MEET THE RE:QUHEc~ENTS OF THE CODES OF NEVv YOr,,( ST ATE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. GENERAL NOTES 1. ALL WORK ~TERIAL, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY STRENGTH OF 3DOO PSI 3. ALL LUMBER SHALL BE GRAQE STAMPED DOUGLAS FIR- LARCH STRUCTURAL GRADE H2 OR BETTER. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS" POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTEu ON DRAWING. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERINt OF MATERVlLS. THIS FOUNDATION HAS BEEN D~pIGNED FOR A SOIL BEARING CAPACITY OF TWO 2 TSF AND GRADES LESS THAN 5%. CONTRACT SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATWE DENSITY. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF 2-2,8 OR AS SHOWN ON DRAWING. 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS 9. PROVIDE FlASHING AT ALL ROOF BREAKS CHIMNEY~J SKYLIGHTS, EXTERIOR DOORS, WINDOWS' AND DEC,S ETC.. 10. DO NOT SCALE DRAWINGS. 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISIONA OR ADMINISTRATION OF THIS CON,TRUCTION PRuJECT. FEDERAL STATE AND LOCAL ZONING AND BUILDING CODE CbMPLlANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER ANO OWNER. 17. DO NOT BACKFILL AGANST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. DRAWING SCHEDULE A-O TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES A- 1 SITE PLAN A- 2 EXISTING FOUNDATION PLAN A-3 AS-BUILT 1ST FLOOR PLAN A-4 PROPOSED 1 ST FLOOR PLAN A-5 PROPOSED 2ND FLOOR PLAN DESIGN CRITERIA: GROUND SNOW LOAD LIVING AREAS AND DECKS SLEEPING AREA WIND SPEED SEISMIC DESIGN CATEGORY WEATHERING - SEVERE FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - 45 PSF. - 40 PSF. - 30 PSF. - 120 MPH - B - YES DESIGN IN ACCORDANCE WITH AMERICAN FOREST PROOUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I &2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD WINDBORNE DEBRIS PROTECTION SCHEDULE PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN 7/16 INCH WITH 2-1/2 ~6 WD SCREWS, SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION WINDOW SCHEDULE PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES. WINDOW AND OOOR GRILLES (3/4" WIDE) ARE AS FOLLOWS: - PER~NENT EXTERIOR GRILLES, WHITE - SPACER BAR - PER~NENT INTERIOR GRILLES, PREFINISHED WHITE GRILLES IN UPPER SASH ONLY FOR ALL DOUBLE-HUNG WINDOWS GlASS TO BE HIGH PERFOR~NCE LOW-E GLASS HALF SCREENS ARE PROVIDED FOR ALL DOUBLE -HUNG WINDOWS FOR LOWER SASH ONLY DOOR HARDWARE: ANVERS, SATIN NICKEL FINISH WINDOW HARDWARE: ESTATE, SATIN NICKEL FINISH DOOR/WINDOWS: COLOR WHITE, PRE-FINISHED ON INSIDE Mark Size Description Quantity A FWG6D80R GLIDING DOOR B FWG6D80L GLIDING DOOR C FWH60611APLR Hin~ed Patio Door D CXWI3 CA EMENT 1 E 3'-0' X 8'-0" ENTRY DOOR, FULL GLASS PANEL I (THER~- TRU REPLACEMENT DOOR) F FWH5080APLR Hinged Patio Door 2 G FWH2780S Stationary SIDELIGHTS 2 H WDH2442 OOUBLE -HUNG 5 J WDH2436 DOUBLE -HUNG 2 A-6 CROSS SECTION A-A A-7 CROSS SECTION B-B A-8 STREET ELEVATION A-9 BACK ELEVATION A-IO CONNECTORS, CRITICAL PATH A-II NAILING SCHEDULE, FRAMING NOTES D I ii, !I "'... ~Z gill ~a: ~U =0 ~ BENNm ~ RESIDENCE '" U~L/ 'i! 2 ~ SOUTHOLD, NY B = t;i ~ z o ~ ARCHITECT = o I I ! 9 FRANK UElLENOAHL '5 P.O.BOX 316 = "' GREENPORT, NY 11944 " TEL: 631-477 8624 0 fAX: 631-477 2997 02 ~ '" ..; OWNERS = ~ DOROTHY CRENSHAW = & LARRY BENNETI "J 935 OLD SHIPYARD RD ~ = SDUTHOLO, NY 11971 .. ~ TEL: 917-881-9623 [1! ~ EXISTING STREET ELEVATION \Ju UIf/ U~L/ --_:_----~-:' = C> ~ '" ~ !;;, t= 2 = ~ ~ o = '3 '5 = ~ PROPOSED STREET ELEVATION - = o ~ o u il! 1'5 '" 8 ~ ~ ~ 2ND FLOOR ADDITION ON THE CRENSHAW BENNETT RESIDENCE IN SOUTHOLD ENLARGE EXISTING WOOD DECK IN THE BACK EO o = = ~~ =~ -0 i~ DATE: "J~ SCALE: ~~ == o ...~ ~~ [1!~ ~" ~~ i'5~ ~~ 8~ Qii! DWG. NO A-a D2/15/2oo7 NTS BUILDING PERMIT APPLICATION TITLE SHEET General Nates Design Criteria DWG. NAME FEBRUARY 15, 2007 FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 PROPERTY LINE LW = :5 = = >=:: ~~ CL = UJ = --.J o PROPERTY LINE PROPOSED 2ND FLOOR ADDITION 35' FRONT YARD N63' ' 1..-- DRIVEWAY -= ------------.- I _______ -=--=--...:::--=.=-,-~~~,,;;-.;---~::-_----~- ------------------~------ ,- = '" >" LW 9______ ~{,"}~-- "in DECK EXTENSION EXT'G DECK Ii o ZONING CALCUlATIONS ~I :::cn ~Z alii ~a: ~U => ~ BENNm ~ RESIDENCE '" ~ ~ SOUTHOLD, NY i2 ~ ~ iJi !;i o ~ = o '3 '5 = LOT AREA = ca. EXIST'G BLDG. COVERAGE = ca. ADDED BLDG. COVERAGE = ca. TOTAL BLDG. COVERAGE = ca. ALLOWABLE BLDG. COVERAGE R-40: 20% OF LOT AREA = ca. 16,669 SF 1,859 SF 230 SF 2,089 SF 3,333 SF D PROPOSED 2ND FLOOR ADDITION SURVEY BY RODERICK VAN TUYL, P.C. DATED: 02/22/1973 221.25' ARCHITECT _mmmmmmmnmmn---__mmmnmmnnmi3uILDINGnENVEC6p( PROPOSED DECK EXTENSION FRANK UELLENDAHL P.O.BOX 316 '" GREENPORT, NY 11944 50 TEL: 631-477 8624 ~ FAX: 631-477 1997 ~ = ~ ~ OWNERS ~ DOROTHY CRENSHAW = & IJIRRY BENNETT a 935 OLD SHIPYARD RD ~ SDUTHOLD, NY 11971 TEL: 917-881-9623 35' REARJ'ARD .. g ~ ""- is z 0 6 => ~ !l< t= '" ~ ~ ~ ~ 223.25' ~ ~ z '3 ~ 8 '5 = ~ ~ 0 ~ ~ ~ 8 ~ = ~ ~ = ~ -<G = SCALE: 1/16" =1'-0" ~"' -0 i~ DATE D1/15/1D07 SITEPLAN ~~ SCAlE: 1/16' = I'-D' ~~ ~= 0 ~~ ~gj SITE PLAN il!= SCTM# = 1000-64-05-107 ~'" ~~ TOWN OF SOUTH OLD ~ ~ DWG. ~ME SUFFOLK COUNTY, NEW YORK ~8 A-1 BiZ:' g~ DWG. NO 12'-3' __ _ _____t"'l':-f.. 4'-8' 8',.,9-" __i=.r_______ _ ~---------------- r -, o ~i I i :1f' -: TRrD-I:0~B=------~----1.d ' I, AROUND PORCH r--- ---1, I,'" 10 0 <1)1 ,- " ' I I I - TRT'D 2X8 DECK JOIST I ! I I O'6"O.C. L : 't. LINE Of EXre DECK I 'I a" DIA SDNOTUBE 0 0 I;;: CONCRETE PIER, TYP. I , : :, I , I I, +,$ I I I I 0 0 t>1 I I I T -8'-0' _,m r - - - - - -'- .J i, , : ::::! - TR1'O ~X8'8~~KC.IlST : r 1:;- - - :;-~'- ~ :rl' : I I I I ~ i\~1 : l~@---____r[ffe______?J ~_ _~~__ I ~ .' ." ..... /. / ./ I Ii -\- - - - - Ii CONGSTEPS UP , : I I L a" CDNC. BLOCK fOUND ION I I : 1/ I II I I I , II II I 1< : ,,:S II I I> i ~+--, ~' V; i I I r - - I r I BASEMENT I II II r - - ""TRUE 2X6 C.J.@4' O.C, ~ II TRUE 2X6 C.J.@24"0,C'1 13 II - r. I II r , I tl "j-__, !:oIl , I I'r-----I ;:;;11 I II f--- -1 \;< II I r : ~~~j '" ~~ '5-5' : !/ 1 ~ U- -1- ~ - ---- -------r I "1--,--1 II i I II I- _1_ -I II L- a'X16" CDNC, BLOCK PIER I II II 1/ I II L -I-..J CmA SP E I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ L -I- ..J ~ WL AC I /'//L .1//.// I II I "" I ,II I I I -., II I I I II I I I II I I I II I I I II I II I L________________,~-----------~ I .. .'./ /./.< /J .... .... ...../ // ~- r I I I I I I , o CRAWL SPACE . . / , : '"r i I I i I I : CRAWL SPACE : I ,! I I I I I I I I I i I I, I I ' ~,TlI L _ i- - ,'- - - ':'~-dU - 11'-"" 8' 22'-8" , '-I I ~I I I I I i , I I I i I I I I I I i i I I _ - - + 8' 9'-'1" '" ~ ~ '" ~ = ~ -< = 5'1 ~ ~, z , ~ , ~ ~ '" ~ is f_mu_ _l?~~~_ ~---------------- I' . /./ ..' .... / I I l I I I I I I I i I , : I i i 1 I I .J I I I I I I I I I I I SLAB ON GRADE :: I I I I I I I I I I I I I I I I I I , L____________J/I '/ ,/ .',/ / ./ I L =..J l FOUNDATION NOTES STRENGTH = 3000 PSI AT 2a DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOil. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. LEGEND 11 EXT'G FOUNDATION fft~#~ NEW FOOTINGS WALLS ABOVE FOUNDATION PLAN SCALE 3/16 = 1'-0" D ~~ "':Z: ;fn ~Z dUl ~a: ~ .... ",- ; BENNm ~ RESIDENCE "' 2 51 ; SOUTHOLD, NY g !ii ~ ~ is 9 " = ARCHITECT FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 B624 FAX: 631-477 2997 OWNERS DOROTHY CRENSHAW & LARRY BENNETT 935 OLD SHIPYARD RD SOUTHOLD, NY 11971 TEL: 917-881-9623 z C> 6 ::0 ~ ... ~ t= '" E5 25 ~ ~ ~ z 9 C> " ~ = g = to: ~ C> = C> ~ ~ z ~ ~ ~ -<~ =", J51 ~ ~ DATE: D2/15/2D07 ~!l1 SCALE: 3/16" = 1'-0' ~~ ~z = ;:: ~ EXISTING ~ ~ FOUNDATION PLAN ~'" ~~ ~ ~ DWG. NAME "'= ~~ A - 2 g~ DWG. NO 12'-3" MBR I AcCEsS~ -: UQ grit -1 I , I ! "~! o o , " BEDROOM 465 SF .- ,- 11'-7"_ 11'-lJ"--n___ +------- -j---------- _ _'"__________--.H"--___ I'D" DINING ROOM o , "' o , '" ___~~-::4"-+-- 6'-lL_ o LIVING ROOM 2(~_ 22'-0" SUN ROOM 1.1'-2' __.f:L..__ -~"---- DECK 198 SF [;] r------=-- 71 "I 5'-t_ .. ~ WOOD DOOR TO BASEMENT " 'in,' ",:_------------ --- OOi ! [i] KITCHEN 00 00 576 SF 1'-0"._____ 9'-11" 57'-1L_ 220 SF ~!i D ~z: :::cn ~Z 011I ~a: ~() i BENNm ~ RESIDENCE = ~ 2 0 = ; SOUTHOLD, NY 6 ~ ~ z 0 ARCHITECT '" z 0 '3 FRANK UELLENDAHL " P.O.BOX 316 = ~ GREENPORT, NY 11944 '" TEL: 631-477 8624 ~ FAX: 631-477 2997 '" ~ ~ OWNERS = "=! iI! DOROTHY CRENSHAW ." '" z & IARRY BENNETT ~ 935 OLD SHIPYARD RD ~ ~ SOUTHOLD, NY 11971 ,.; ~ TEL: 917-881-9623 ~ ~ ~ 0 Si _ __ ___________J2~~_______________________r 136 SF n8 BATH 2 GARAGE 12'-::~" 264 SF ~ ~ o u ;i! ~ I:l" l 1 0 o 6 =0 !1;; t= 2 = ~ ~ ~ z 9 " = ~ = = ~ SUMMARY FLOOR AREA HEATED FLOOR AREA - 1,177 SF UNHEATED SUNROOM - 220 SF UNHEATED GARAGE 264 SF WOOD DECK 198 SF E5 o z ~ --<~ ='" J~ ;1! ~ DATE: D2/15/2007 z= ~ ~ SCALE: 3/16' - 1'-0' ~~ ,.;., AS-BUILT ~ ~ 1 ST FLOOR PLAN ~o ~" 8~ ~~ '" ~ DWG. NAME ~ ~~ 8~ g~ DWG. NO ';2 ~ o A - 3 o , .. ~I "", '" +-------- _ J2'-3" ___ L-L____ i BENCH ~ 'tr 101:, 0, ~~__ i} "-il = I cs:: PREPARE NEW OPENING ; ~ fOR fRENCH DOOR ~ 1:' IfXT'G ACclfsSl g @ lTJ! _ .J BEDROOM 2 [XT'G WINDOWS TO REMAIN I- ~( l 1 y .l:J\ \J.- f'-,-. !--~-BAT~ 1 'r I i -t H/ ~ o I ~ L ~ ~~ , '" BEDROOM 3 EXT'G WINDOWS TO REMAIN 465 Sf 11'-11:____ = = = ~ "-4' - ----Z1'-r-- 11'4 -------..-----+-- --- I: l' .II----T II BENCHi DN I STAIR W/ HAND~ILS I / ~:=/:-::==/ I--~t~::: REPlACE ~i:=-~t [XT'G lIGKT fiXTURE" ! I STEP UP \ STEP UP " ~ ~6080R 10 I ~6080L & : ~ : 1 I 1 I I 'Bli F=-~=-J; I~ 1-----11"'" I--------j;::::- 1-----1I:!: f-----1I':' 0 ___-J>=o ~.JI.!-~ ",JI8': "" ''II U [3 =Q = = ~ = "'> --- ~'" = --- ~ , UP 1 I 1 ~ ~ i CO ~ - 1'-0' <E-- ~ -+ ~ KITCHEN ~ VENTED HOOD ext'gREf. 0 0 f-- -,\)1 LINE Of EXT'G DECK REMOVE EXT'G DECK RAILINGS AND STAIRS 13'-6' ______J1:=L__________ WDOD HATCH ,3D'X52' NEW 81LCO DOOR BELOW EXTEND WOOD STAIR TO T/ DECK T'G WINDOW I, , \ 136 Sf + EXISTING - -- GARAGE W D f-- L Z~ ~ ~ f.;--i- UP ~ VERIFY 3/4 HR RATED DOOR T. I 05' II Shower 42,42 I Y+n~ [@] I j +.. -BATH 2 I I i"=== ~IDi ~J !--- ,-----------l I I I I I 1_ VERIFY 5/8" SHEETROCK I VI ON WALL AND CEILING I I I I I I I ~ !.- 264 Sf 0 ci EXT'G WINDOW N CXW13 <0> [])] ~~ - X~. 4 1/" 6'-11/" u - ~ f-. 9'-11' = = =62 ~ = LIVING ROOM "'> --- ~'" = EXT'G WINDOWS TO REMAIN --- ~ NEW SHEETROCK CEILING , ~ J_ [][J11w. i (3) '-3/4'X'1-7/~ILVL BEAM ~ ~,~ .~I ~,i ~I; I ~i:~: .If NEW DOOR ~"&'" e~ ~ 3'4 ~ _______72'-0'____ 24'::-_0' ~ "-0' ----~~---- F-. 576 Sf SUN ROOM [XT'G WINDOWS TO REMAIN NEW SHEETROCK CEILING 1\ 1 I 220 Sf - +-- ELECTRICAL LEGEND <tP DUPlfJ( RECEPfI<~ OUTLET $0 + DlJAORAP1JXRECEPfI<~OUTlET /', <IJ\.Ip WAlIR PROOF R[CEPfI<~ OUTLET ITlJ <!PGFIGROUNDFAUlTIillRRUPfOROUTLET ~ ~ H~H"'TFlX1UR[ ~~ ~ ~REClIONAlHIGH"'T -+ SURFACEWOUNTECCEIUNGFlXTUR[ + SURfI<EWII<JH!EOWALlF~RE ~ $ SliITCH II] 12'0" D1l.1t.1ERSWITCH lIlEPHDHE TELEVIS()N COIdIllNfD SMOKE &: CO-2 DffiCTOR SURfI<EIMlUH!EOCDlIHGFAN FLOORRECEPfl<lEOUTLET EXTETliJRSlIfTlT Will WWN!EII FlOOD UGH! ~;)LOO ~ , " ! SUMMARY FLOOR AREA HEATED fLOOR AREA - UNHEATED SUNROOM - UNHEATED GARAGE - WOOD DECK - ADDED COVERAGE - LEGEND 1,177 Sf 220 Sf 264 Sf 428 Sf 230 Sf EXT'G WALL ~ NEW WALL REMOVED WALL >=7 EXTERIOR LIGHT 1 ST FLOOR PLAN D ~I ~:c "'en ~Z dill ~a: ~() ~ BENNm ~ RESIDENCE '" 2 ~ SOUTHOLD, NY n ~ IJi ~ = '" ARCHITECT "" = '" fRANK UELLENDAHL '3 '5 P.O.BOX 316 = '" GREENPORT, NY 11944 '" TEL: 631-477 8624 ~ FAIl: 631-477 2997 '" ~ '" -< OWNERS = ~ DOROTHY CRENSHAW '1j & lARRY BENNETT ~ 935 OLD SHIPYARD RD ~ SOUTHOLD, NY 11971 .. ~ TEL: 917-881-9623 = E ~ '" 1= &J ~[ 'J::d~ ~x. ~EL f.i>(.,~ 0/~ _. ~:\:~ 4J ~ :g '"'\ f:-~ a:: .... . . tl : '. j il ~ / 'r. = ~. 0'5 ~. ! ~ ~l <tl ~1 ~ ~ ~ 8 ~ iiiI ~ = h' * 85 = = = ~ = = ~ ~ S ~ 8 -<~ Q:~ ---3~ ~ ~ DATE: 02/15/2007 ~ ~ SCAlE: 3/16' = ,'-D' ~~ == '" .. \< PROPOSED ! gj 1ST FLOOR PLAN ~~ 8~ ~~ '" ~ DWG. NAME "'= ~~ A - 4 g~ DWG. NO D =1 :;e... '" ... ~Z dill ~a: ~U ~ BENNm ~ RESIDENCE '" :1 - ~- ---- -, -- ~~~ -~--' ~ -- ~ -~~ ~ ---- ~ --- --~ --'------~-----=--=- -~ - -- - -- ~ ~ - ---- ~ - ~ ~ ~ --- - -- =- -- ==-~ '" o ; SOUTHOLD, NY ~ = In ~ ---- _ -- - ---'-- ------ -=----------= ---- --~- ---~-: -- ~ -- _ ~--- BAlCONIES iAll\GONY DECKING ON TRT'O 1X8 DECK JOISTS 4X4 iAHAGONY POSTS & 1X4 TOP RlJl SSCABLES04"0.C.~ EXTEND CHI~NEY IS PER CODE 5'-B' ,m ARCHITECT ~ ~ '" = o FRANK UELLENOAHL P.O.BOX 316 :;e GREENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-47) 2997 --e-- 9 '5 = - ~ -~ -- n ~ -~ 3: '" !I ,: :i, '.' . i 1- ~. ~ um .... . I.. -- --.- I. .', 1-. m m 1_ uu_______ I ' . :. =_cc___ __~,~:__ _ ___ ~~_ __ ~ __ __ ~ ~_ . 1m] , ,~DH14J6 ' [8] WOH1441 o ~-='~ ~L~QNY =--:j ! ~ .. = , , ,~~ .. I REBUILD THIS PORTION OF ROOF I ..~, ~ FOR PROPER ORIJNAGE I~ I ~ ,~ ---~ 8 -- OWNERS DOROTHY CRENSHAW & tARRY BENNETT 935 OLO SHIPYARD RD SOUTHOLD, NY 11971 TEL: 917-881-9623 - ;/ 'i'W~SQlQAPlR ' HEADER: (1) 1X11---'/ ilh. I ,...I SPA CLG.HGT: "B'-4' ~ ~ ~(1)1X11 ~ ~ ~ = ~ ~ = I I , 0.1 ,"",-', ~""! i ! '" f-- -'" u f::-- "- -"" -~ ~ e-- - - "-.- ~~~ "- " '-- , , , ~ ! ~ ~ o 36" HIGH WILL DN ! ;' , '- : "I tiled latformo 0 (( )) 6",84" I [! I I $lz 6\84" I al ,~~ ~ ~ m = -- -- ---- - ~ ~-~ -- - - __ n- ':n-'__ ------..-- -- - -- - ------ - -- -..-- --- ____ _ m_ ~~ '" o JACUCCI 1-:( ''''- !~. , -- I~i . i L::, - ~ , , ~: 3'-4' 17'-2" = 0 6 "" ~ !l< ~ t= '" = ~ 5:0 ~ 0 0 ~ = 9 0 '5 ~ = g B'l ~ = ~ ~ 0 ';2 = = ~ ~ ~ N ::i' ~E1 = "' 8 , :0 , i MBR CLG,HGT: "8'-4' 11-7/8" TJI130 C.J. @ 16" D.C. W/ BRIDGING iQ ~ o GLASS FLOOR TO CEILING TEMPERED GLASS SUMMARY FLOOR AREA NEW HEATED FLOOR AREA - 564 SF ~ 0 ~ ""'., C'.J ~<n 8 ~ ~ ~~ = '"' ~ ~~ -"'- N ~ ~E1 : o "' @;11 ~ I .~t ~t 'Ii ~I 2':-~' I.' 5'-0' J:-~ HEADER:(1)1Xl~~ lliJ i"IIY -; lliJ I I FWH1780S . I FWHS0$6APLR ; FWH1780S em LEGEND ELECTRICAL LEGEND ~ o o --<~ =., --,0 "'8: i:il ~ DATE: 02/15/2007 ~!1i SCALE: 3/16" = 1'-0' ~~ '" ~ PROPOSED ~ ~ 2ND FLOOR PlAN ~,. 8~ ~5 '" ~ DWG. NAME o ~~ 8~ g:;;l DWG. NO '" i\lJ DlJl>LEX RECEl'TACLE OUlLfl $D =+ OU!ORAPmRECEPTACLEOUlLfl f::, 4\)Np WATER PROOf RECEPTACLE OUTlET em i\!JGFIGROUNDfAUlTINTERRUPTOROUTlET ~ ~HlGHfIITnxruRE ~~ 1lI2N rnREC1IOtW H~H fliT -+ SURf ACE WOUNTED CEIUNG FIXTURE + SURfACE MOUNTED WAll flXlURE ~ $ SWlfCH ITJ DIMt.lERSWITCH 1ElEPiiONE TEl[V~ION eo,mNED S/jIJl(E & CD-2 DmcroR SURFACE IlOUNTEO CEILING fAN fleoRRECEPTACLEOUTlET EXTERKlRSOfFTT WlJ.l MOUNTED fLooO UGHT EXfIIUSTfAN/UGHT EXfWlSTFAN EXT'G WALL ~ NEW WALL REMOVED WALL 5=? EXTERIOR LIGHT 2ND FLOOR PLAN ~ , -un I ' ~, ,~" : I I ., BALCONY " I, 1'1 '~_~C, ! i . ' '!' I : L,. ;,. I --i-H-- .~~, IT,' , ~~',-~: -f1-rl 11-H-r-"~ ii, I I I : I I i I I i i ' i + .G.l' ___ - .-. +-- . -~-- -I it--+- r I I A - 5 -+ '" , '" ~ , i II c~~ - } ~ D .~ __n. = :-:-=== ~! --- ; ~' ~~~- , PORCH /2X8 ROOF RAFTERS @ 16" O.C. /' :::i / ~ VENT / / 11-7/8" TJI 360 C.J. @ 16" O.C. ~/. /i/X! !/\!I// >/'/\// !i/ /1/1//// ///\V!!! il!!!. .'1.'. Pi (2) 1-3/ 4"Xll-7 /8" LVL HEADER DORMER AREA ' ATTIC "- ~'", ~ENT ~'" '!'//lij!(M A ! -- d "" '0 , ro, ! EEE ~, _II or; '0 , 'ro cO "" '0 , '- "" r-11-7/8" TJI 360 c.J. @ 12" O.C. MBR! / ~ TRT'D 2X8 CANTILEVER 1,/ / BATH / DRESSING AREA , I' ::::-~"EXT'G P~ - 'f '! Ud~, - )~ -'~ REMOVE EXT'G CEILING" 'I 1II, ,I /1 nrr (2) 2X8 HEADER - ! : ffiJ I I, I~)~'~ ~ !' ':;: . ~, . Iv([ I I ~ 'I . .A1' II 'T I ! I:t~ - :: 'ro ill LR : : DINING RM : . ,!V./, /..' / i,.!!.! A/,.\.!,' i,i/,/A}}}!}./}} X},!! ./,>}/.//. .'\iJ I!,!, ~!,/ 7;IAA - . .~ - 'j, ',." j~ - j,.') .v.... - 'l' R-19 INSULATION _J?" 4X7 GIRDER I " CRAWL SPACE u ~_. LJ 14'-0' BASEMENT 1I-.Q" _ .' U n ,= , I --. H .! 5; A"-[ '~~~ V~~EL f;>:~~ (fa:: "- ,~. . ~ I-*IG ilj ~ '. /y",1 \,~ . 2~:2>. 15 ~,,;sW ~ - ~ ~ ~ I 1.1' () ; 8 ~ ~ ~ ~ ROOF - TO MATCH EXISTING SHINGLES (2) ROOF VENTS AND (2) GABLE VENTS 40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION 5/8" COX PLYWOOD SHEATHING 2X8 ROOF RAFTERS 16" O.C. R-38 INSULATION 1/2" GYPSUM BOARD l' -0" VENTED ROOF OVERHANG h WALL 2"X6" @ 16" O.c. 1/2" COX PLYWOOD SIDING FELT PAINTED CEMENT BOARD TO MATCH EXISTING R-21 INSULATION 1/2" GYPSUM BOARD FLOOR - MBR SUITE HARDWOOD FLOOR 3/4" T&G SUBFLOOR, NAILED & GLUED 11-7/8" TJI 360 C.J. @ 12" O.c. @ ffiJ= -- ---- .--- -.-- - .---.-= I -~ I ~L"l BALCONY RAILING MAHAGONY DECKING ON TRT'D 2X8 DECK JOISTS 4X4 MAHAGONY POSTS & 2X4 TOP RAIL 3/16"DIA SS CABLES @ 4" O.c. CROSS SECTION A-A SCALE: 1/4" = 1'-0" D :1 "'.... ~ ... ~Z "III ~a: ~() '" ~ BENNm ~ RESIDENCE '" ~ "' ~ SOUTHOLD, NY ~ G ~ ~ Z 0 ARCHITECT ~ z 0 9 FRANK UELLENOAHL '5 P.O.BOX 316 ro '" GREENPORT, NY 11944 ~ TEL: 631-477 8614 FAIl: 631-477 1997 ~ '" ..: OWNERS = ~ DOROTHY CRENSHAW z & LARRY BENNETT a 935 OLD SHIPYARD RD ~ SOUTHOLD, NY 11971 '" ~ TEL: 917-881-9613 ~ ~ 0 8 ~ ~ :S ~ = = ~ = Z ~ o <t5 =1=' -'01 ~ ~ DATE D1/15/1D07 ::;j ~ SCAlE: 1/4" = 1'-0' ~~ ~z ...~ ~'Oi ~ ~ PROPOSED ~ ~ SECTION A-A ~ ~ DWG. NAME 1:"= 8~ A - 6 g~ DWG. NO (2) 2x6 TOP PlATE LW tEE f- ::s "- --' = = 0 ----- f- "-J ----- ~ - , Co 2x6 PLATE MBR 1 1 1 1 1 1 1 1 1 1 i 1 I 1 (2) 1 - 3/ 4"x 11 - 7/8" ~V 1 DBL FRAMING AROUND ' 1 STAIR OPENING i ~REMOVE EXT'G ING 1 1 / 11 1 1 ..1 S' 10" ,---- U a=r iCJ 0 , Co ! I LR 1 1 , 1 PORCH 2X8 ROOF RAnERS @ 16" O.C. [II]: i [II] ! J , I ' DRESSING AREA EXT'G TOP PlATE 6'-10" --------;--------- G, " ! G - - - - - - - j.= =,=: :=1: -. .= 1;= I~-= q = ;;===;=~.:-~:=~ = ~c:> I '00 - -- - - - -- DINING RM (2) 2X6 TOP PlATE (2) 2X12 HEADER :! : i I : ! I i ! i i i ! i CROSS SECTIONU SCALE: 3 8" l' O' ~I D :;::1: ;cn ~Z dill ;a: ~() ~ BENNm ~ RESIDENCE '" ~ SOUTHOLD, NY "' ~ ~ z C> '" ARCHITECT ~ 9 FRANK UElLENDAHL 5 PO.BOX 316 = g GREENPORT. NY 11944 "" TEL: 631-477 8624 ~ FAX: 631-477 2997 '" ~ '" -< OWNERS = ~ DOROTHY CRENSI!o\W z & LARRY BENNETT ~ 935 OLD SHIPYARD RD ~ SOUTHOLO. NY 11971 '"' ~ TEL: 917-881-9623 ~ ~ i I z '" g ~ ~ ~ 8 ~ 8 ~ ~ ~ z ~ <= ,,; = ~ ~ ji ""i 5 = 8 ~ ~ -<~ =~ --'~ i ~ DATE 02/15/2007 ~ ~ SCALE 3/8': 1'-0' ~~ ,.,., ~~ ~ ~ SECTION B-B ~.. ~~ 1.ll ~ DWG. NAME ~'" A - 7 9:;;1 DWG. NO ~ '" PROPOSED u D N~ ~I ~z: ~ ... '" ... ~Z dill ~a: ~C) ~ BENNm :5 ~ RESIDENCE ~ tEE u 2 :; SOUTHOLD, NY ~ ~ ~ = '" ARCHITECT '" = '" FRANK UELLENDAHL '3 5 P.O.BOX 316 = GREENPORT, NY 11944 ~ SO TEL: 631-477 8624 0 FAX: 631-477 2997 '" ~ ~ ..; OWNERS = ~ DOROTHY CRENSHAW = & lARRY BENNETT ~ 935 OLD SHIPYARD RD ~ ~ SOUTHOLD, NY 11971 ~ ~ TEL: 917-881-9623 = g ~ 1= [] .. D :..~m ~ C.,.--. " --- ,I : I ~---,: = '" ~ ::J ~ "" r---.. ,----; ----I :_---~- --- --- -- L i =::J _..J T:-~J -----.J t= 2 = ~ ~ ~ SO o ~ '" U ~ ~ t<' f5 C> = ~ '" ~t3 ='" oJ'" 308: / / 2'; DATE: 02 15 2D07 15'" = '" SCAlE: 3/16" - 1'-0' ~~ "'~ ~~ ~c;j ~i ~~ SO ~ DWG. NAME 0~ ~8 8<= g~ DWG. NO ~ = 9 '" = ~ '" '" ~ ~ ~ '" PROPOSED STR EET ELEVATION STREET ELEVATION A - 8 II " i 11':1. i I" i Ii Em , I,S- \- Ii Ej~ I \ M -D-FEB~ ---=-- -:- 0 @EBj tr l ----;. ~ I I I I CJ I I I I CJ \) BACK ELEVATION ~ii D "'::Z:: i2 ",en ~Z dill ~a: "'() ~ BENNm :5 ~ RESIDENCE '" 2 ; SOUTHOLD, NY '" '" = t;; ~ '" ARCHITECT = '" :3 FRANK UELLENDAHL '5 P.O.BOX 316 = i2 GREEN PORT, NY 11944 '" TEL: 631-477 8624 ~ FAX: 631-477 2997 '" ~ '" -< OWNERS = ~ DOROTHY CRENSfioIW = & LARRY BENNETT ~ ~ 935 OLD SHIPYARD RD ~ SOUTHOLD, NY 11971 ~ ~ TEL: 917-881-9623 = '" lS ::0 ~ ~ ! II t= 2 ~ '" ~ ~ ~ ~ = 9 0 '5 ~ = ~ ~ 0 eo ~ ~ " '" ~ = ~ ~ o -<G ="" ...Ii!! ~ ~ DATE: 02/15/2007 ~!l1 SCALE: 3/16' = 1'-0' ~~ - ~= '" :; ~ PROPOSED ~ d BACK ~ ~ ELEVATION ~ ~ OWG. NAME >=8 8'" g~ DWG. NO ~ o A - 9 ~~ / ... ..... ... 0,: 01 01 100 <'6.rS. 450 PROVIDE Bd NAilS 0 4" D.C. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. 01 oj NOTE : a = 4 FT. IN ALL CASES ... ... GABLE ROOFS 1cf<e ~ 450 COMPONENT AND CLADDING PRESSURE ZONES ROOF RAFTER CONNECTION REQUIREMENTS WFCM TABLE 3.3 CONNECTOR UPLIFT LOAD: 526 LBS CONNECTOR lATERAl LOAD: 339 LBS CONNECTOR SHEAR LOAD: 280 LBS RAFTER / CEILING JOIST TO TOP PlATE lATERAL AND SHEAR CONNECTION WFCM TABLE 3.3 A - (PRESCRIPTNE ALl TO TABLE 3.3) - 8 FT WAll HmHT Hd COMMON NAILS (TOENAILED) REQUIRED IN EACH RAFTER AND TOP PLATE 2ND FLOOR ADDITION UPLIFT STRAP CONNECTION REQUIREMENT ROOF TO WALL WFCM TABLE 3.3 B (PRESCRIPTM: ALl TO TABLE 3.3) 24 FT ROOF SPAN 6-8d COMMON NAILS IN EACH END OF 1-1/4" X 20 GAGE STRAP UPLIFT STRAP CONNECTION REQUIREMENT WALL TO WALL WFCM TABLE 3.3 B - (PRESCRIPTM: ALl TO TABLE 3.3) 24 FT ROOF SPAN 6-8d COMMON NAILS IN EACH END OF 1-1/4" X 20 GAGE STRAP EXT'G 1 ST FLOOR ICE SHIELD UNDERLA'fMENT REOUIRED - 24R FROt.4 EDGE ALTERNATE POSITION OF HURRICANE CLIP RAFTER TO TOP PLATE J-Sd COMMON NAILS (TOENAILED) REQUIRED IN EACH RAFTER ANb TOP PLATE DOUBLE TOP PLATE 2 x 6 0168 D.C. STUDS RAFTER TO STUD. - TYPICAL ALL RAFTERS 6 - Bd NAilS EACH END OF 1-1/4" 20 GAGE STRAP PROVIDE Bd COt.4MON NAILS 0 4" D.C. AT EXTERIOR EDGE OF ALL SHEATHING. APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE. 1_1!4R 20 GAGE STRAP wi 6 - ad NAilS 0 EACH 1 sf.FL. STUD - EACH END - TYP. e '-lAX. 48" D.C, ) PLYWOOD 5I1EA THING TO OVER LAP BOX 8EAl.1 - TOP + BOnol.4. 2 x 4 016" D.C. STUDS VERIFY IN THE FIELD EXT'G CRAWL SPACE / BASEMENT CONNECTION REQUIREMENTS SECTION 1- HURRICANE CLIP T'l'PICAL ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1-1/4" 20 GAGE STRAP o JACK POST wi 6 - ad NAILS EACH END - TYP. 1-1/4" 20 GAGE STRAP 6 - ad NAILS 048" D.C EACH END - TYP, o !I ~ ",en ~Z dill ~a: ~C) =0 ~ BENNm ~ RESIDENCE '" ! SOUTHOLD, NY = o =0 = t;; ~ = C> '" = C> ARCHITECT '3 ,. = ~ ~ o '" FRANK UELLENDAHL P.O.80X 316 GREENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-477 2997 ~ -< = ~ ~ 15 =J ~ =0 .. ~ i1i i5 OWNERS DOROTHY CRENSHAW & LARRY 8ENNETT 935 OLD SHIPYARD RD SOUTHOLD, NY 11971 TEL: 917-881-9623 ~ ~ ~ C> ~ ~ El ",,'Z B :::J ~ '"' t= ,. = ~ ~ ~ = 9 ,. = ~ 8 ~ ~ = = '" 8 -<~ =03 -.J"~ ~~ ~!l< ~~ == C> ,.;~ ~'Oi ~~ ~~ ~~ ~~ ~8 80= 9:;;1 ~ = DATE: 02/15/2007 SCALE: NTS CONNECTORS CRITICAL PATH DWG. NAME A - 10 DWG. NO FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM ~ I D I Joint Description I Nail Sizes I Nail Spacing I i!! I" en ;::;C:~); ::-;~i\h_/ '\C '" 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED :.! Z ~ DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate ~Toe-ted) - ~oll Height: 10 ft, Spacing 16" O.C. (Table 33A) 4 - 8d per rafter 3 u ... BETIER. Ceiling Joist to Top late Toe-nailed n0 per joist ~ Ceiling Joist to Parallel Ra ter (FaOe-noiledl nl each lop 8 a: Ceiling Joist Laps o~r Partitions Face-nai ed) u 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" n 0 each lop = () ~ Collar Tie to Rofter( Foce-noitd} n,/o per tie u MIN. THICKNESS DR AS NOTED. '" Blocking to Rafter rnailed 2 - 8d each end '" r"ENNm Rim Board to Rafter End-nai ed} 2 - 16d each end ~ 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, '5 EXPOSURE 1, 3(4" MIN. THICKNESS. ALL EDGES OF ~ RESIDENCE "//,,\L~ :'-::;;LJ/\G ~ PL'tWODD TO B SET ON SOLID BLOCKING. GLUE AND NAIL PL'tWOOD SUBFLDOR TO FLOOR JOISTS. Top Plate to Top Plate (Facrnailed) 2 - 16d per foot '" ~ Top Plates at Intersections} Face-nailed} 4 - 16d joints-each side ~ SOUTHOLD, NY 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face-nailed 2 - 16d " 24 o.c. ~ Header to Header (Face-nailed) 16d 16 o.c. along edges = WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH ~ G TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A ~ Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2,4 stud 17< MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 - 16d per 2,6 stud !l;I 2 - 16d per 2,8 stud 0 ARCHITECT 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS '" = AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bondjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot 0 9 FRANK UELLENDAHL (l 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 5 P.O.BOX 316 = CIRCULATION IN ROOFS. ~-I" R ' :<:,::"r,/! ".1::: I" GREENPORT, NY 11944 -- '" TEL: 631-477 B624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill J ToP('ate or ~irder (Toe-nailed) 4 - 8d per joisf '" FAX: 631-477 2997 = stairs etc. ) OR AS NOTED ON DRAWINGS. Brid~ing to oist Toe-nailed 2 - 8d each end i!! Bloc ing to Joist Toe-naile 2 - 8d each end 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL BIOckin% to Sill or Top Plate ( Toe-nailed) 3 - 16d each block <<: OWNERS = PARTITIONS OR AS NOTED ON DRAWINGS. Led~er trip to Beam (Face-nailed!. 3 - 16d each joist ~ DOROTHY CRENSHAW Jois on Ledger to ~eam (Toe-nai ed) 3 - 8d per JOist Band Joist to Joist End-nailed) 3 - 16d = & LARRY BENNETT per jOist ~ 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per oat ~ 935 OLD SHIPYARO RO WITH RATED GALVANIZED METAL CONNECTORS BY 3i SOUTHOLD, NY 11971 "rECO" OR APPROVED EQUAL. RCC:~ Srl=-i\T -" \Ie ~ TEL: 917-BBl-9623 ~ Structural Panels Sd 4" o.c. Jlerimeter zone ~ 0 g. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. other 6 o.c. edges of ii; panel, 12" o.c. interior ~ BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS ~ SHALL RECEIVE 5-100 NAILS AT SILL AND PLATE. Diagonal Boar~ Sheathing of panel ~ ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1: x 6 ~or 1 x 8" 2 - Sd per support 'OJ 1 ,10 or wider 3 - Sd per support Bl 10. PL'tWOOD SHEATHING TO BE NAILED WITH S d @ 4" i!! :: IL . ::; ~;-;_i~r--, \G !!E o.c. EXTERIOR EDGES AND 6 d (l 12" D.C. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field !:2 '" ~ 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING .,....,:'[C,. I ~->- ~:\T ---< ! I\<~ i!5 -. '" AND WATERPROOFING SHALL BE BY ARCHITECT. ~ = Structural Panels Sd 6" edge / 12" field ~ C> '5 6 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels ~ '" 7 / 16" 6d 3" edge / 6" field ~ AND STUD WITH GALVANIZED HURRICANE TYPE '" 5< CONNECTORS BY "rECO" DR APPROVED EQUAL. FOR 25 / 32" Sd 3" edge / 6" field ~ t= ~ = TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE ~ '" ~ CLIPS AT ALL PERIMETER JOIST TO GIRDER ~psum Wallboard 5d 7" edge ! 10" field '" '-" = = CONNECTIONS. Ii: 25 ordboord 8d 6" edge /12" field ~ 0 5 Particleboard Panels 8d 6" edge / 12" field u = 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing g PACIFIC GPI SERIES WODD-I-BEAMS AND LVL 1: x rllor 1n x 8" 2 - 8d per support EJ ~ PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND = 25 1 ,10 or wider 3 - 8d per support i!5 ~ HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED = ~ ~ -:=: AS PER MANUFACTURERS RECOMMENDATIONS. WEB r:_'JC:'=? S~-L.i\T ... \G '" ~ STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND <<:G C> Structural Panels =-= BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" -0 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1" or less Sd 6': edge ! 1 r field ~g: DATE: 02/15/2007 greater than 1" 10d 6 edge '/ 6 field =~ PERIMETERS. HANDLING, STORAGE, AND ERECTION OF ~!1i' SCALE: NTS COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing '!J!:2 RECOMMENDATIONS. 1: x 6w ~or 1" x 8" 2 - Sd per support ,.;~ 1 ,10 or wider 3 - Sd per support ~~ Nailing Schedule 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. S! GALVANIZED MACHINE BOLTS @ 12" D.C.. . Nailing requirements are based on wall sheathing nailed 6" on-center at the panel ed~e. If wall sheathin~ is nailed ~< Framing Notes 3 on-center at the panel edge to obtain higher shear capacities ~ nailing reqUirements or structural mem ers shall :~ be doubled , or alternate connectors , such as shear plates ,sha be used to maintain the load rath. DWG. NAME When wall sheothinil; is continuous over connected members , the tabulated number of nails shal be permitted to ~8 A - 11 be reduced to 1 - d nail per foot. 80= g", DWG. NO GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY STRENGTH OF 3000 PSI 3. ALL LUMBER SHALL BE GRAQE STAMPED DOUGLAS FIR- LARCH STRUCTURAL GRADE 82 OR BETTER. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS. POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTEu ON DRAWING. 5. BRIDGING TO BE PRO~DED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 6. ALL DIMENSIONS AND G~~E CONDITIONS TO BE VERIFIED BY CONTRACTOR S PRIOR TO START OF CONSTRUCTION AND ORDER OF MATERIALS. THIS FOUNDATION HAS BEEN Dli~IGNED FOR A SOIL BEARING CAPACITY OF TWO {) TSF AND GRADES LESS THAN 5%. CONTRACT R SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATrvE DENSITY. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 8. PRO~DE FIRESTOPPING AT ALL LEVEL PENETRATIONS 9. PROVIDE FLASHING AT ALL ROOF BREAKS CHIMNEY~) SKYLIGHTS, EXTERIOR DOORS, WINDOWS' AND DEC,S ETC.. 10. DO NOT SCALE DRAWINGS. 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION" SUPERVISION,,oR ADMINISTRATION OF THIS CONoTRUCTlON PRwECT. FEDERAL STATE AND LOCAL ZONING AND BUILDING CODE CbMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. 15. ELECTRiCAl AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. DRAWING SCHEDULE A-D TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES A-I SITE PLAN A- 2 FOUNDATION PLAN A-3 AS-BUILT 1ST FLOOR PLAN A-4 PROPOSED I ST FLOOR PLAN A-5 ELIMINATED DESIGN CRITERIA: GROUND SNOW LOAD LIVING AREAS AND DECKS SLEEPING AREA WIND SPEED SEISMIC DESIGN CATEGORY WEATHERING - SEVERE FROST LINE DEPTH - 36' TERMITE - MODERATE TO HEAVY DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - 45 PSF. - 40 PSF. - 3D PSF. - 120 MPH - B - YES DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD WINDBORNE DEBRIS PROTECTION SCHEDULE PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN 7/16 INCH WITH 2-1/2 i6 WD SCREWS, SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION WINDOW SCHEDULE PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 200/400 SERIES. WINDOW AND DOOR GRILLES (3/4' WIDE) ARE AS FOLLOWS: - PERMANENT EXTERIOR GRILLES, WHITE - SPACER BAR - PERMANENT INTERIOR GRILLES, PREFlNISHED WHITE GRILLES IN UPPER SASH ONLY FOR ALL DOUBLE-HUNG WINDOWS GLASS TO BE HIGH PERFORMANCE LOW-E GLASS FULL SCREENS ARE PROVIDED FOR ALL DOUBLE-HUNG WINDOWS DOOR HARDWARE: METRO - ANVERS, SATIN NICKEL FINISH WINDOW HARDWARE: ESTATE, SATIN NICKEL FINISH DOOR/WINDOWS: COLOR WHITE, PRE-FINISHED ON INSIDE FOR INSTALLATION FOLLOW MANUFACTURER'S INSTRUCTIONS Mark Size Description Quantity A PS51168R B PS51168L C WDH2656 o CXWI3 E 3'-0' X 6'-8' GLIDING DOOR I GLIDING DOOR 2 DOUBLE-HUNG - GARAGE, MBR 6 CASEMENT IN KITCHEN 1 ENTRY DOOR, FULL GLASS PANEL 1 (THERMA- TRU REPLACEMENT ODOR) A-6 ELIMINATED A-7 ELIMINATED A-B ELEVATIONS A-9 ELIMINATED A-l0 CONNECTORS, CRITICAL PATH V\P-.R \ :' Vir e .- _.-i , '-~- \. =::JL--~ EXISTING STREET ELEVATION Vir PROPOSED STREET ELEVATION ADDITION & ALTERATIONS TO THE CRENSHAW BENNETT RESIDENCE IN SOUTH OLD EXTEND MASTER BEDROOM BY 4.2' CONVERT GARAGE INTO DEN / PLAY ROOM ENLARGE EXISTING WOOD DECK IN THE BACK PERMIT # 32741.Z BUILDING PERMIT AMENDMENT MARCH 13, 2007 FRANK W. UELLENDAHL, ARCHITECT PO. BOX 316 GREEN PORT, NEW YORK 11944 o !I 12 ~cn ~Z dill ~a: ~U co ~ BENNm ~ RESIDENCE '" ! SOUTHOLD, NY g = tn ~ ~ = o ARCHITECT 9 FRANK UEllENOAHL 53 P,D.BOX 316 12 GREENPORT, NY 11944 50 TEL: 631-477 8624 ~ FAX: 631-477 2997 ~ ;2 OWNERS ~ = ~ ~ = Q 5 ~ sa, '= '" = ~ lzi>' ~<..> ~ i!'j", =9 8 ~~ ~ ~ ~ ~~ [;j = ~~ ~ ~~ ~ ~ =~ --'01 ~ ~ DATE: D3/13/21lO7 ~ ~ SCALE: NTS : ~ TITLE SHEET ~ gj General Notes ~ : Design Criteria i5 it DWG. NAME U A-a g~ DWG. NO PROPERTY LINE l..L.J = ::5 = = ~ en D- c-- = (/) = --.J C) PROPERTY LINE o 35' FRONT YARD N63' ! -.. -. -------------.---t---- , , -- _:..-=-::_;:_:---==--~~--=::"===:-=-=-==--=-------------------------- DRIVEWAY = "" ;;!' ~ = ~---~ -L..("')i -------------- I:d' . Ii! ;! i i: DECK EXTENSION .! I 221.25' ~ ARCHITECT z 0 '3 FRANK UELLENDAHL 5 P.O.BOX 316 = "' GREENPORT, NY 11944 " TEL: 631-477 8624 '-' fAIl: 631-477 2997 '" ~ = ~ -< OWNERS = ~ DOROTHY CRENSHAW z & LARRY BENNETT ~ 935 OLD SHIPYARD RD ~ SOUTHOLD, NY 11971 .....--- 35' REAJLYAR~ TEL: 917-B81-9623 JL I!! 'I:!I: mnm--m-m--nnnmmnmnmm-----m--mmmmj3UILDING--ENVELO-P( , , ! EXT'G DECK 223.25' PROPOSED MBR EXTENSION PROPOSED DECK EXTENSION ZONING CALCUlATIONS LOT AREA = ca. EXIST'G BLDG. COVERAGE = ca. ADDED BLDG. COVERAGE = ca. TOTAL BLDG. COVERAGE = ca. ALLOWABLE BLDG. COVERAGE R-4D: 20% OF LOT AREA = ca. 16,669 SF 1,859 SF 280 SF 2,139 SF 3,333 SF D PROPOSED 1 ST FLOOR ADDITION SURVEY BY RODERICK VAN TUYL, P.C. DATED: 02/22/1973 , , , _______...J rgJ SCALE: 1/16" =1'-0" SITEPLAN SCTM# = 1000-64-05-107 TOWN OF SOUTH OLD SUFFOLK COUNlY, NEW YORK D !I ;cn ~Z "III ~a: ~O '" ., BENNm ! RESIDENCE '" ! SOUTHOLD, NY ~ t; ~ t;;i ~ ~ " '-' ~ o u t= "" = !z~ ~'-' ~~ f5~ "l!05 ~ 88 ~ ~ ~~ ~ z ~ o -<t; =~ -'51 ~ ~ DATE: 03/13/2007 ~ Sl' SCAlE: 1/16' = 1'-0' ~!O! ~~ ~ i SITE PLAN ; ~ DWG. NAME ~~ A-1 9;;1 DWG. NO a~ FOUNDATION/CRAWL SPACE HW FLOOR TO MATCH EXISTING 3/4" SUBFLOOR, NAILED AND GLUED 2X8 FLOOR JOISTS @ 16" O.C. R-19 INSULATION 2'X6' ACQ SILL 2' CONCRETE DUST COAT 6 MIL POLY VAPOR BARRIER ON COMPo GRAVEL l' -4" X 8' POURED CONC. FOOTING W / KEYWAY SILL SEAL TERMITE SHIELD ~I ! VENTI6X8 r~------- ,- -, I I L 12'-j' ~l____________~ I I I I I I I I I I I I I I I I I I I I :7~ 1\ I I~ I I I I I I I I I I I I I I I I I I I I I I I L_____________ PROVIDE ACCESS TO NEW CRAWL SPACE (N 3D"X30j CRAWL SPACE _ 11'-11" :p=, - TRT'D-r:D-B:--- ----G ----1 AROUNO PORCH ' - - - - - "1 -, 5' 10 0 (1)1 ~ ,I I i I lRTD ~~6~~~C.m I I III " ~ ,..." ~" "' E~' ": 0 :J:' CONCRETE PIER, lYP. , I I ': +($l @ 0 () : : ; !--__... ....(1'--0. r - - - - - ~ ..J I :J:I' I TRTD ~X8'6~~/llST i - - - - - - i : I , I I I i ~ ~-~0 0 i L_______________J L________-' L_______...J L__ l I I I I I I I I I I I I I I (~---q'l L-_______"'--dU PROPOSED EXTENSION 4'-8' -___-----r--__"___~::J=__.______'__+____.,______~~=________4 --< I , 8' CONC. BLOCK FOUND~TION bi ~I II II ~ II ~ li- ~ II : II ];< II ~ II , I I I I I I I BASEMENT I I TRUE 2X6 C.J. @ 24" D.C. I I I I I II II II II II CONC. STEPS UP II II II II ,,!S I~I L'll't---, 11,--, I I ,- - ,TRUE 2X6 C.J. @ 4' D.C. II, , II j---, II r- ---1 "1--- -I ~~~j ~~ -1- -I I I I- _1_ -I : : I- _1_ -I II L_I_--.J L_I_--.J I , I I I I I I L___________ ~.~'_=_5=__ ,,! ." II II II C~~WL SPACE II II II II II I II I ___JI___________-' 8')(16" CONC. BLOCK PIER '-- ,. 22'-8" 'l:o: CRAWL SPACE r '" ~ 6:-'<_____ 9'-11' FOUNDATION NOTES STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHAll REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. ________,._,__._.__Jt:~___.____________<_ I l I I I I I I I I I I I I I I I I I I I I I I I I I I I I : SLAB ON GRADE : I I I I I I I I I I I I I I I I I I L____________J LEGEND 1>:'>'/;:.>0>1 EXT'G FOUNDATION ~0;;_;;%1 NEW FOOTINGS WALLS ABOVE FOUNDATION PLAN SCALE: 3/16 - 1'-0" o ~Ii "':Z: ~cn ~Z dill ~m: ~() ~ BENNm ~ RESIDENCE '" 2 :; SOUTHOLD, NY g g; ~ '" ~ '3 '" = ARCHITECT FRANK UElLENDAHl P.D.BOX 316 '" GREENPORT, NY 11944 ", TEL: 631-477 8624 ~ fAX: 631-477 2997 ~ '" OWNERS -< = ~ DOROTHY CRENSHAW Z & LARRY BENNEIT ~ 935 OLD SHIPYARD RD SOUTHOLD, NY 11971 TEl: 917-881-9623 .. ~ = C> 8 ::::> ~ ~ t= 51 !Z~ ~~ ~a; =9 ~~ ~ is ~ 8 ~ ~ ~ ~ ~ -<~ =~ ...JO ~ ~ DATE: 03/13/2007 ~ ~ SCALE: 3/16' - 1'-0' ~~ ~ ~ FOUNDATION PLAN 8~ ;;; ~ OWG. NAME "'= ~~ u g:;l DWG. NO ~ ~ 88 ~ ~ ~~ ~ ~ 00 A - 2 \2'-3" [=1:_________+1'-4" l1'::r 6'-0"_ ----r--~-- 13'-6" __n_ _.Jt::_Q"______ - ---------+ ~I "':Z: "' .... ~ ... ~Z dill ~m: ~() "' BENNm ! RESIDENCE = ~ D ~: ___~--11~::,q:..____ s. MBR .. '" DECK 198 SF ~ , I AccEss I UQ ~TT~ .J 6'-10" 5'-2' ~ X.: WOOD DOOR TO BASE~ENT l ~~ 136 SF /'[' 0 0 / ,- , /- 00 [i] '" 0 0 ~ DINING [;] KITCHEN --(0) ROOM 0 GARAGE , " 00 BATH 2 00 0 ~ BEDROOM ~ -.'. 264 SF LIVING ROOM 465 SF _ __ )~~:O" 2 ; SOUTHOLD, NY ~ tn is ~ 15 9 FRANK UELlENDAHL al P.O.BOX 316 "' GREENPORT, NY 11944 TEL: 631-477 B624 FAX: 631-477 2997 ARCHITECT "" ~ '" ~ ..; ~ ~ z ~ ~ .. OWNERS II I z '" 6 ::J ~ sa, t= 2 = ~ ~ '" z "3 " m ~ ~ ~ '" U ~ ~ ~ 220 SF SUMMARY FLOOR AREA HEATED FLOOR AREA 1,177 SF UNHEATED SUNROOM - 220 SF UNHEATED GARAGE - 264 SF WOOD DECK 198 SF ~ z ~ '" ..;r; ~~ ~ ~ DATE: 02/15/2007 ~!li SCALE: 3/16' - 1'-0' : ~ AS-BUILT ~ ~ 1 ST FLOOR PLAN ~:i ~~ ~ ~ owe. NAME ~~ A - 3 9;;;1 OWG. NO ~ " "'______u_ 11'-]" _n___18L. 576 SF + _~_n..______..___. ....1'-0. ~~.- 1'-0" _ .~'-:-Jl: --- .-t___n_____________ _..Jr~_________+ ;iT-IO" '" ;, SUN ROOM s ,. '" ] 12' r WWDH2656 \;lEADER: (2) 2XI2"",---2X4 STUD "--lOWER SASH TEiPERED GlASS -- ---- - -.------+ J /:-l MBR EXTENSION I '"' 40 SF ~ ~ !:1 ~ BENCH ~ 1 DECK EXTENSIONl II---SENCH STAIR W? HAND'lAILS )- LINE OF [)(j'G DECK REMOVE [)(j'G DECK RAILINGS AND STAIRS 8 .)::9:_ MBR ~ ~ PREPARE NEW OPENING~;l [8 T e, t tn FOR SLIDING DOOR I ~ E:9 IEXT'G ACCESS! ilO~TT~ _ J ~( " ' ~t~\ - '-{ BATH 1r L o e--./ >,--/ ~ ~ L ~ .A ~~ BEDROOM 2 [)(j'G WINDOWS TO REM\IN - ~ ~ DECK 428 SF - 5/4X4 M\HAGONY, SS SCREWS RE-USE EXi'G FRAMING / FOOTINGS BELOW EXrG WINOOW TO REI.IAIN = , .. t 1 I .J ~! MUD ROOM < i STORAGE '-< 4' d' =, , \ ([5, r ~ ~ I~?::l ~\~~" i REPlACE I [)(j'G LIGHT, FIXTURE\ STEP UP \ ~116BR 0 I ~116BL \ WOOD HATCH -30'X52" NEW BILCO DOOR BELOW EXTEND WOOD STAIR TO T / DECK ~~ <: / il~C:h::"" , ~ K~' STEP UP '---1...1 " I' '1" , y..{ 'j~ J'G WINDOW rr=m=ll! ., []] LDW ' ~ I- I- W D [- ;;: ~ UP I- ~ -----;. HEADER: (2)2X8 , --- HEAljER: (2) 2X8 J ~ ~ DEN PLAY ROOM CLG HGT: _ 7'-5' ~ FlA OJ r;-- lib" 2 1 I = ,/ Shower 4 x4 ~,I I~ 0 II '~<D , VENITD HOOD ~ I -BATH 2 extgREF, 0 0 ,'; --- U-C --~ ~-=12' (~ CXW13 EXT'G WINDOW [])] REPlACEMENT WINDOWS, HEADER TO REI.IAIN WlW2656 ' .. ~, ""'--- 2X4 STUD ~ KITCHEN ~ R-38 CEILING INSUlATION I R-17 WAllINSUIATION...:......./ R-19 flOOR INSUlATION TO ~ -~ (2)1-3/4"X~-7/8'l\t B[Alj (2) 2X4 POST 6'-11/1' \ 12'-0' '--lOWER SASH TEMPERED GlASS LIVING ROOM -1 GARAGE CONVERSION I [)(j'G WINDOWS TO REMAIN NEW DOOR ELECTRICAL LEGEND oo=~ lID IIUPlfXRECEPTII:LED\I1lIT $0 D1WWERS'MTCH .. IIU\IlIl\I'IIXRECEPTH:lED\I1lIT to 1lliPI<<lNE ~P WAITRPRQOfRECEPTII:LED\I1lIT em lElE'llSllN - lDcFI GRIlIA<D F/lJlT NTERRUPTIlfl 0IIllET ~ CIlIIIlNED SWOKE & CD-2 omcrllfl ~ HK;HIi\TFlXTURE: t SURFACE WOUNTED CEIU~ Fm @ih ~REC11OIW. H~ tilT flOOR RECEPTII:LE D\I1lIT EXT'G :; SURFII:E IW/IID CEI~ FIXM<E EXlERKlRSOFFlT SUNROOM WlJ.llllUNlED FLOOD lOO SURFII:E IW/IID WIJ.l FIXlURE [Q] EXtl\IJSTFAN/UGIIT [)(j'G WINDOWS TO REM\IN $ S1I1TCH [I] EXtl\IJSTFNI NEW SHEETROCK CEILING D ~I ~:c ;cn !flZ dill ~a: ~() ;;; BENNm ~ RESIDENCE '" '" ; SOUTHOLD, NY g ~ ~ ARCHITECT "" ~ 9 FRANK UELlENDAHL 5 P,O.BOX 316 = i2 GREENPORT, NY 11944 ~ TEL: 631-477 8614 '" FAX: 631-477 2997 ~ '" -< OWNERS = = , ~ DOROTHY CRENSHAW 15 & tARRY BENNEIT a 935 OLD SHIPYARD RD =: SOUTHOLD, NY 11971 j .'. TEL: 917-881-9623 ~:LD~ 'r"C:>'\ . f'E~( o~~ ~dl ~~ I I ~>;~,~ r; ~ ~fl) ~r\; '.IJ 'J /1 ! ~>;:; ~ ~ ". "" F z o lS ::::J ~ ~ t= '" = !Zi5: ~~ i3~ ~ffi SUMMARY FLOOR AREA HEATED FLOOR AREA - 1,492 SF UNHEATED SUNROOM - 220 SF WOOD DECK - 428 SF ADDED COVERAGE - 280 SF ~ ~ ~ 1'1/Cl ~ ~ ~ o ~ ~ tt' ~ z ~ ~ ~ 88 S;~ ';.:::: ~ ~ = = LEGEND -<~ =1=' .J~ ~... DATE: 03/13/2007 ~ '" SCAlE: 3/16' = 1'-0' ~~ :: ~ PROPOSED ~ ~ 1 ST FLOOR PlAN 8~ ; ~ DWG. NAME "'= ~~ ~ 9::;;1 DWG, NO EXT'G WALL ~ NEW WALL REMOVED WALL >::;:<. EXTERIOR LIGHT 1 ST FLOOR PLAN A - 4 uv o -p' y !I il "III ~a: ~CJ ~ BENNm ! RESIDENCE '" ~ SOUTHOLD, NY ~ ti ~ \) [) "" ARCHITECT z ~ FRANK UELlENDAHl ,. P,O,BOX 316 ;; GREENPORT, NY 11944 TEl: 631-477 8624 FAX: 631-477 1997 ~ ~ :;! -< ~ ! ~ ~ r, II l.J II l.J BACK ELEVATION ~ z ~ ~ 51;, '= '" ~ !z~ ~~ z= ~ == :tal :1' I II' , I' i! ~ ~ I l;j z ~ -<~ :;~ .. ~ DATE: 03/13/2007 ~!!1 SCAlE: 1/8' = 1'-0' ~'oi1 311i~ ~ ~ PROPOSED ~!I ELEVATIONS is ~ OWG, fl\UE ~8 A - 8 800 g~ OWG, NO ~ ~ 88 ~ ~ ~~ ~ ~ = = D STREET ELEVATION ATTIC DOUBLE TOP PLATE SIMPSON H2 HURRICANE CLIP NAilED. FROM RAFTER TO STUD. - TYPICAL All RAFTERS 4 - 8d NAilS EACH END APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PlA TE. 2 x 6 STUDS @16" O.C. MBR EXTENSION WRAP + NAil STRAP ( 4 - 4d NAilS ) AROUND Sill PLATE A T ANCHOR BOLT ICE SHIELD UNDERlA YMENT REQUIRED - 24" FROM EDGE Al TERNA TE POSITION OF HURRICANE CLIP USE SIMPSON H3 RAFTER TO TOP PLATE ~-8d CO~ON Nt\llS TOENAILED REQU 0 IN EACH AFTER AN TOP PLATE PROVIDE 8d COMMON NAILS @ 4" O.C. AT EXTERIOR EDGE OF ALL SHEA THING. 4 - 8d NAilS 1 1/4" WIDE - 20 GAGE METAL STRAP @ 48" OC. (2) #5 REBARS NAIL SHEA THING TO Sill PLATE 8d NAilS @ 4" O.C. CRAWL SPACE 2 x 6 SilL PLATE ACQ TREATED. 5/8" ANCHOR BOLTS @ 48" OC. w/ FENDER WASHER. SEE FOUNDATION DWG. FOR DESIGN. SECTION HURRICANE CLIP TYPICAL. (ALTERA TE CLIP H3 SHOWN) V /\ ',,' I =li.EAQFR R.O. FOR SLIDER SUBFlOOR .eX I G, RItfl3DARD ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1 1/4" WIDE - 20 GAGE MEtAL STRAP @48" OC. MAXIMUM. Sill PLATE TOP OF FOUND A TION D !I ;cn ~Z "'III ~a: ~C) => '" BENNm ! RESIDENCE '" ! SOUTHOLD, NY ~ [;i ~ '" ARCHITECT i'5 '3 FRANK UElLENDAHL "5 P.O.BOX 316 ~ 12 GREENPORT, NY 11944 ~ TEL: 631-477 8624 = FAX: 631-477 2997 ~ '" --: OWNERS = ~ DOROTHY CRENSHAW = & LARRY BENNEfT ~ 935 DLD SHIPYARD RD ~ ~ SOUTHOLD, NY 11971 .. TEL: 917-881-9623