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Home My WebLink About33000-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 11/13/07 No: Z-32721 THIS CERTIFIBS that the building ALTERATIONS Location of Property: 160 EAST RD (HOUSE NO.) county Tax Map No. 473889 Section 110 (STREET) Block 7 CUTCHOGUE (HAMLET) Lot 17 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 1, 2007 pursuant to which Building Permit No. 33000-Z dated MAY 4, 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 ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to SARAH WICKHAM GICALE (OWNER) of the aforesaid building. N/A SUFl'OLK COUNTY DBPAR'l'MBIlT OF HBlILTH APPROVAL 03/24/06 KLBC'l'RICAL CERTIFICATE NO. 2069548 08/15/07 J.ZEES PLUMBING & HEATING PLUMBERS CERTIFICATION DATED ~ze~ Rev. 1/81 . Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 '~ \ \ \ c9 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or il!l<: and submitted to the Building Department with the following: A. For new building or new use: I. Final survey ofpropeliy with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan 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 Certificate of Occupancy is denied; the Building Inspector shall state the reasons t1ierefor 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 Certificate of Occupancy - $50.00 5. Temporary Ce.1ificate of Occupancy - Residential $15.00, Commercial $15.00 Date. CUo~ Jt1 dcv{ I New Construction: Old or Pre-existing Building: Location of Property: _I (.,,0 ~11<;f' ~d House No. Street Owner or Owners of Property: ~aJlD ill \J\J [(ltklin J ( check one) (d1~ ~~ Suffolk County Tax Map No 1000', Section47">W'1 II O. Block- '7 .Lot - 1'7 Subdivision Permit No. 33ca? - L Date of Permit. 6/01 Filed Map. Lot: Applicant: ..5afaA. yJ,C ~ (-<, {a;' Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Temporary Certificate Final Certlficate: j (check one) Fee Submitted: $d5OV ~~L ~)ff;MA- ~{. Applicant Signature ~.1?3~.s CO -t: 3.2J.2/ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. 3 t3tx->D BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31105 Z Date MAY 3, 2005 permission is hereby granted to: SARAH WICKHAM GICALE 22 DELLCASTLE COURT MONTGOMERY VILLAGE MD, 20886 for : ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 160 EAST RD CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0007 Lot No. 017 pursuant to application dated APRIL 28, 2005 and approved by the Building Inspector to expire on NOVEMBER 3, 2006. Fee $ 150.00 _.-~/< ure ORIGINAL Rev. 5/8/02 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I Located at ~ Application Number: 2069548 I Section: ~ Described as ~ Re&identia.l 0-599 sQ\lare ft. . occupancy, wherein the premises electrical system consisting of ffii electncal devices and wIring, descnbed'oelow, located inion the premises at: ~ ~ ~ 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 andlor 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 Day of ~ 24th March, 2006. ~ Name OTY Rate Ratin. Circuit IX!!!< ~ Appliances and Accessories ~ Dish Washer 1 0 1.2 ~ Wiring and Devices ~ Outlet ~ Fixture ~ Outlet ~ Receptacle ~ Switch I Receptacle I I I I I I I I 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. iii E!lii!Iii! BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ROSLAK ELECTRIC P.O. BOX 164 CUTCHOGUE, NY 11935-2453, . GICALE 160 EAST ROAD CUTCHOGUE, NY 11935 160 EAST ROAD CUTCHOGUE, NY 11935 Certificate Number: 2069548 Block: Lot: BDC: nsl1 Building Permit:31105 First Floor, kitchen +, KW 6 0 6 0 17 0 11 0 8 0 3 0 Fixture Incandescent General Purpose General Purpose General Purpose GFCI seal 1 of 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 I I I I I I Town Hall, 53095 Main Road P. O. Box 1179 Soulhold, New Yoll< 11971 _.---~ \" \ ~, \ \....., CO 1 ~ '.' Fax (~16) 765-1823 ' elephone (516) 765-1602 \ L...-... , \ -- OFFICE OF THE BUilDING INSPECTOR TOWN OF SOUTHOLD '. C E R T.I F I CAT ION DATE: "b/I ~ J 07 ., Building Permit No. 33<:::x.'::>D ' ~ Owner: :JA't"(J 1-1. l.V,,-~,,Jl.--., C; <e."1> J~ (please print) Plumber: JoS(..P" S 2",1->..,k..' .I.e..., (please print) j.L<.<:S ()~I-J. I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ~s~.~ Plumber ignature) , " Sworn to bef'ore -r day of J,9 .QLOl:O ..vv...i.. o. NAGY Notary Public Stala of New York No. 4696735 Qualffled In Suffo'~ COUnty . Commission Elcplres May 2011. Notary PUblic, County p:-, Yf5r- ~. ------ 33000 Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RAE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION P<i FINAL ~: [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION r~~*y ~'6\- -~~/ DATE I 0 ~7-tf-07 INSPECTOR ~ ~ 33000.z.. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION REMARKS: .F~ ~~~ ~ VI(. ~~ [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUC'nON [ ] ROUGH PLBG. [ ] INSULATION [?( FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ~cl, Y -I &.{-tJ 7 INSPECTOR ~ ~ -7 DATE C- ~" ,)-5". 3J )oSz- TOWN OF SOUTHOlD BUilDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PlBG. [ ] FOUNDATION 2ND M: INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ... ~ I? E, tYl ~ If, .--" po"'...-'t::.t- ~. " ~~~~ ~~~~ D ~ ;..rOT CPv'c~7 ~ F'^-z~~, I DATE /0 -i-/-O> INSPECTOR ~~ rr , 3110SZ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST 0" ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 4- ~_ d- " k .QN.f'f;fI..AL~ ~ 0 4 / . - /0-3 -05 DATE INSPECTOR ~~ rw~~< .".",4. .. "';"'.:. , ,Y ~.., ~,I -- -- .,' - 31ID~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 REMARKS: tV'-R-... cI- --t:at . tJ- ~ ~ ~ ~~ r , q-;-f-o ~ DATE r INSPECTOR * ~ . .-..,.....;'~7 3110-> ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. ryq.. FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA~~ ~ okl DATE f(--/r-oS- INSPECTOR ~ ~ JI/oS~ TOWN OF SOUTH OLD BUilDING DEPT. 765.1802 INSPECTION M. FOUNDATION 1 ST [] ROUGH PlBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIM~EY ~ SAFETY INSPECTION REMARKS: F~ aA.e.. D!\ tJ /( -trr- ~ ~D ;::t:~ , /' _I d ~ ...e:.d_ ~(~a DATE Co:? ---( 7 -- 0.> INSPECTOR .-/ ~/r . . , << . FIELD INSPECTi'ON REPORT DATE I b -)/.f-tJ ..- t:Jj'"tii A_ . l... f) k' J FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N. Y'? STATE ENERGY CODE FINAL ----. COMMENTS .A_ ^ ..J-, ~"-r--- A'/lA a ~;l1 lo '/~' ()' / <oJ ~ ~ ..- "... - ---= ~~ / ~"J't--rr '\...--I v ~. ~ ~~ 19 k, I~ INJ. L . p~. JJ' .~-~ /~:.",\ ~(f)k' AJ1) _ A. A' ~ 0 ~ -:.n A'.I $..."" 'ff) (/ / II /.,7 fT -~ '/c:; 1,n'l v,~~~-~ ~~.. A/h O. _! ~.A \ ~:~ ~~ ~ ~ o ... _~f~ ~.. /.fP J.-.~A~IA-/41Y/~/M 1:;1 )/)-3--c~' (7^ _ ""I,.,; f)I- , ~A' IV 'L ~ l:l j ,.,A.I? eJ/f v.? 7' ..0 LJ :P tF ' , ~ F ~~ ~ l'!l ... ~ f~ ~ h-J./-OJ -e_U"QJ~ ? .-J(, _ ~_"-tfA,- ~ "u.... D aJ\.':'-,.-J .LJ....u A "",.J ..e...;. IJ ~, .- 0 lL , rt:.. ""'-.A:~ ~ - :.- -P...! JP-~" .I . )),,/ Aliff 'C-OVEJe I J~ , f){ "'/Lf. l> 7 PI, -.0 . <..q",1)1< ~I t=:_ ~~.,..., .aJ/;; /I'dn\} . /^,,~.'u/' v ' A_ I A h-ilf. ~7 ~~V,Tr /1/" '- .K aT _L'~~ ~ ,~.~ aV);t :.., V i "" /A~Jo. . A.. .....~v ,,~). ~ . V If' (j) -' f' ~ 0 r~ - ~l'!l I e:i , ~~ \ ::l l -- Q(') ~ ~ -- == l'!l ::z:~ "-~ >>= l'!l ~ ADDITIONAL COMMENTS 'D\e, \i:k, fo N\/)~ ~'<Yj ~-._---_. .~ f'" \ "'cp" /OQ() - //0 - 7- 17 OWNER TOWN OF SOUTHOLD ~OPERTY RE1:ORD CARD '~ )IL-r STREET VILLAGE DISTRICT SUB, LOT t1/Yl LAND IMP, /?()O 7- If O() '-Is- p p 400 ,:) 1!500 5'(00 /f';-OO AGE NEW VL ,Co.s r ~a./ N 7' Res Ql <i' S fl ' )'""eCdh~C R..l FARM Cvic Ao /.2 ACREAGE ... /' TYPE OF BUILDING ---- v~ E << .tf/.~- ~TOT AL DATE W... c 6"" !3.( cOMM, I REMARKS CB, I MiSe --~..,' /" . ....- ,- " - .J G:~-su p IND, /..-t.d/CA( .. "-<.1":2-.0 ?,:)o 0 9900 ; Ce'/e h 800 10300 BUILDING CONDITION NORMAL BELOW Farm Acre Tillable 1 Tillable 2 Tillable. 3 Woodland Swampland Brushlano--" House Plot Total ValLIe Per Acre Value I J", _ /.'.,i t/. J /~: ('0" ,,'1/{ _. ,:_., ,j e 7/1 ! 11./,( y-.:;...' ~i(' I ,. , ~ , . --:~. I I I M. Bldg. :xtension Ff .y.~ :xtension /.l. :xtension f IS" 0.5 fJ(l7~ /l..({, 8)( t--o' !{,o S..3t;. ~~13' IO~ !)(/ ./~6 D J c# () 3reezewoy <:J ~~ '0. B. 1 ,. I G V / / 1 1.11 L. , r- . ..: , "j.' . r~ 17 Q & I.<> , 'I , I .~ 1/ " j , ~ 'I . ? Foundation PI -f" V Both Basement J tI v Floors Ext. Walls N/d' ."'-' I Interior Finish Fire Place / Heat Porch r:-Zr>-c.,:;T Attic . Porch Rooms 1 st Floor o j 7; : S#E.c L. Patio Rooms 2nd Floor 40 ~ ...H--tr Driveway t! ",.. . -, ..~', , " /'~::: .". .'" 6" 5''/'73 .J t ()~ 1. 1'-.. \. ~ . . PERMIT NO. ol105-c " BUILD G PE~I..~I I ~ youl1R~e Board of Health II clllllets(j)[lIliJilding Plan .,...vV"....QF ~r.ll- , ~._-'". LI'I_mt at Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: N CHECKLISl g, before applying? TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.netlSouthold/ 5h_,20 ~ 5/:3 ,20!C , Examined Approved Disapproved ale Mail to: Expiration 11/3 , 20----b Q7? Bui \flng Inspector Phone: 1-G:,7.,/- fl72 -0563 APPLICATION FOR BUILDING PERMIT Date ~'^ \ z.. 1 ,.. ,200S INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of 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 Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector if~ues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICA nON 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 des.cribed. 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. 0" 5u("\(( ~ Du ,ldefS ~T I J:1v (Signature of applicant or name, if a corporation) f. 0 . f2())( 1017 ~V( N~ IIq;:35 (Mailing address 0 applican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ~~aJ (f)nfmrftX Name of owner of premises Say().JI ryJ IC./<:.han1 G J cafc (As on the tax roll or latest deed) I!)Pplicant is a co~ration, signature of duly auth~rized officer ~ c:.L:.~~.k~1oved (Name and tit e of corporate cer) I Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location ofland on whic l"-O 81 House Number Street \Je..- let County Tax Map No. 1000 Section 110 Subdivision Block 1 Filed Map No. ~. r.",:j~t . t 1!~' ~t""q ,. (Name) - , . 2. State existing use and 04llof premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .:5.linT'f'ef wf',(cbfla: b. Intended use and occupancy <~UmlWr r~~yy(: 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Other Work ?' ~ v '? Alteration X; .....- CA:> \ I'\t\DW S (Description) 4. Estimated Cost u.rl<.. . Fee 5. If dwelling, number of dwelling units If garage, number of cars Nt1\' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. !'t I A (To be paid on filing this application) Number of dwelling units on each floor --'1/A: 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth ,;J. Dimensions of same structure with alterations or additions: Front ~ Depth :::JIfhP, Height .<n..tnt-, Number of Stories 8. Dimensions of entire new construction: Front rJ ~ Rear Height Number of Stories 9. Size oflot: Front 1;?>4-. &0 I Rear 1-4t. 34 I Depth 10. Date of Purchase -:Ii1/-l(,kd Name of Former Owner Hetlry (CSideNtcU Depth 31/ .40' ard 3}.Cj. 9'i(/ p. W ~KH--ItH 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO L . 13. Will lot be re-graded? YES_NO L Will excess fill be removed from premises? YES_NO L 14. Names ofOwner ofpremise<."Wm, \JykJram 61~ddres~ ~k'ad1("'cr. ~0.3') 01(g /o:sq Name of Architect ,.jIlt Address~'i "illtrr /I1IJ. 0 NameofContractorAlllo1K IE. ~tka;k.1 AddressP,O. Pxx Iocr'? PhoneNo.{..?l\ 13..4'71'Ri7- 6W)(1~ e:xhldus Gi5r, .LrlL. 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.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. i ~ \ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. Ifelevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) _ th:L ~e...... f.. fyJ knskr' being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ~He is the (;,~ (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 ail 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. 20L ~~-~ Signature of Applicant ~ BONNlEJ. DOllOSIO IIl1l11ry PubHc. State Of New,", 110. 01006095328. 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" -g\-~ ;&'"'~ " ; /01: ,::>--1' '- ~, /1,," " _ ~ ~.J.~ -- - 11\ "- \ u,?..lOd ~ " 0' " ~~t~ 0 _ _ - ~ -\-,iy- ;..: """"" " ,c;.~' " \ \ \ \ \ \ " N , , , ~ ~ ~ en / \ I ~\ / )\ \ / 0 \ 4"'':1 \ \ 10">100 ,,\ ,,\ " t- , '61 'r):. c1.\lJ \lJD 10,& Tic- Cl~ I\-~ (j., Cl -r..1 Cl 't-'>L D{ {(j ->1\- ,/ ( \ \ \ \ ,/ \ \ \ \ "'" , , , 'c c , \ " \ " \ll'i ~ ~ "'" ~ ~ \ \ \ , " " " " " " , , " \ "2< " , " , \ " " , , " , , , " S 3*M N .. ~ , ~, I' -'I ,Of=,,1 3lV-::JS -::JIHd~9 ~ppl 'v "lVH 91:01 =10 v91 l3NVd H~l=l HO~:l a31-V10NNV 3NIl 3NOZ aOOl=l VH3=1 P1:, aN,'N '=l3~ SNOI.LV^3l3 S3~-:N 00'1 ~o =IS Lvv'~v = V3~V 3dld 0 .LN3HnNOH . 'S31-0N ~ '6 \D ~/ ~'t- Cl I\-~ Cl(j 'r ,dD ~ - IJ."I~ _-W,4- ~ "-' 't- 1I-Cl ClD 1\-" ~'& -r..~ Cl'1- b't-~ ',,f ~ D Cl II ~ {~ \ en ->):. ~ Q o 11- \ ~ \ ~\ ~o '-\ 0\ \\ \ ~\ ~ '6 " 'to ~ 'y , ,~ ~~S \ "t-. ~\l- , Ii~ o Cl", \' I\- \l-l \ (j '" 0\1 Cl{ \ -r.. Cl Cl'" ~ 't- 9- 4. -' ''v\\ ,,</0 \ " " " , /7' -_/" " L' 3lV?19 H",,"VC; =JlV?19 SlnOl 'O.L (]3I=11.L~3? L1-L-OII-OOOI II XV.L -UNnO? )flO=l=lnc; 10-SO-01 (]3"l~~nc; .-'G~ ')/ CERTIFICATION OF l NAILING &CONNECTIONS O �Ct REQUIRED. z a ALL CONSTRUCTION SHALL o MEET THE REQUIREMENTS OF THC APPROVED AS NOTED N CODES OF NEW YORKSTATE. m N DATE: ff3/5-13.P.# 31105-K � a E FEE: ._ Y. NOTIFY BUILDING DEPARTMENT AT z z z 765-1802 8 AM TO 4 PM FOR THE w ui 3 OCCUPANCY (DR FOLLOWING INSPECTIONS: <,I a wl USE IS UNLAWFUL 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE WITHOUT CERTIFICATE 2. ROUGH - FRAMING & PLUMBING — —___ - --- 3. INSULATION OF OCCUPANCY 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. U U) ALL CONSTRUCTION SHALL MEET THE Z O Z REQUIREMENTS OF THE CODES OF NEWZ W Q YORK STATE. NOT RESPONSIBLE FOR - —� -- — --- - DESIGN OR CONSTRUCTION ERRORS. — - W =) _ LLJ UJ L) W ._ COMPLY WITH ALL CODES OF Q Q coo j I L - NEW YORK STATE & TOWN CODES U U r � �_ - � AS REQUI ED AND CONDITIONS OF � T L ---�� SOUTHOLD TOWN ZBA T -C � Li i I L-f� � I�_ I EL — —L J r —I SOUTHOLDTOWN PLANNING BOARD o TI _J� SOUTHOLD TOWN TRUSTEES J II_IWI F N.Y.S.DEC Y o -I L_ _ 1 r� I _ 11 11 1 a r L T r rrL FLOOD ZONE *`�`^"^S uu-ruu,I,er r '�dr . a.c,meR..c`%�: ,a; , , , .ae ::w,c ai 'K,�,e ti COMPLY WITH CHAP ER"4G" Y :m., � Z e�a?� FLOOD DAMAGE PREVENTION OUTHOLD TOWN CODE. a FRONT ELEVATION 3 = w �P Z O 2 M L � r1 - 1 - - _ W - - - - i_ [ l-r - - -- -- -- - z w _ W _ P Delp 1�1 O 1 -1 - ,°A "� T25p2 w r � T - -- ;F 'w✓`..ur�2�eit:e.hk:�i>>vca�:� e...ti'�.� ��8e,�:.�s.a:�eckev 'avc.m "� '.au:va;s2 '•a'`'ecc?6sc.�.u<ec:?F..v"euw'ee.. �'�. ��wk.` WNw c$�.'�' 0 0 REAR ELEVATION a r a Z 2 p J o Qo N N � t V N U D m z Z Z J W 3 -I LJ1 W -- - - - — — U7 WQZ - — - QLL, CD En U a ] I L III— 7 � ❑ ❑ J L �--- L -__ __ -1 � -[ o J N _T I_ - LL LEFT ELEVATION = W lz Q N Z M b _ O � a w rLl ® 1 1 — L SII �- - 1- I - / \ n r �r � �..1.T �� r �fir' "°,•�` ' .� ia' .'w�`'`'.. �GeIN, ,er ' .s Mr '. .rn" N"`e +, ,�'smem .`° v ,<Gae,ercleL e a�N .(lclecc.Mv.�Gn 0 RIGHT ELEVATION Ir WN a 12,_6,. TW26310 TVI2E31O TV11631C REP-ACE EXISTING lNDOWc REPLACE EXISTING REPLACE EXISTINC WINDO\K AINDDWS 3 `j BEDROOM tO BEDROOM AN N N p.-g. CEJV6 HJGr-T C`_IJVG H`_IG-.T 3 3 DN ° N o - I 2ND . FLOOR PLAN 2ND . FLOOR PLAN (EXISTING) - - - - - -- j - � - - 'I' - - - - - - - - - =� , I I I I j I TYR 12X12 -- . PIER - - / 9F1C /vx'Gq t6� El TION HIG4E ry P. ` RE=LAc- ADDAS EDED =_ PIER NEEDED - EXISTING FLOOR SYSTEM REPLACE EXISTING CODER `-- - - W`/ (4) 2x6 ACO RZ OR BA , 0 j REPLACE EXISTNG PIER W/ REPLACE EXISTING PIER %V/ 9x10 CONE 3LOCK -IER BX16 CONC. BLOCK PIER W/ 32"A+<"xl CONC. FTG 'N/ 32"Z=CXl-- CDNC. ETC REPLACE GIRDERS RA NGD PIERS SURROUNDING ` m . G,- S FN W� ` ' axTa cove: al0 `-'`--' '----�' G FOUNDATION PLAN � m I R�a�ONC_BLO qF! Stl2" IN � F P T�, 1�CE a/NEE T PAGE NORTH ROAD MATTITUCK JOB ALTERATIONS DRAWING» 2591 Penn � Lumber GICALE RESIDENCE SCALE 1/4"= IT" 171 Penny*Lumber YORK 11952 3 DE 160 EAST ROAD DATE November 30, 2004 HOME & FLOORING CENTERS 631-298-8559 FAX 631.298-8561 CUTCHOGUE, NY DRAWN BY MICHAEL HANG •_8•• 20'-0.. 12._6., 5•_6.. 20'—C' 31• 0.. I m I o I m COVERED PORCH om � I BEDROOM m 0 m / / m --------- BATH LIVING ROOM --------- o NO-E. TG? -0 WINCO@ -0HEIGHT '-O --------- IS ]' " HIGH CEILING HJGHT C7 . BATH CLOSET CUA�FFT,JPLACE CEILINGNG HEIGHT N •••pf� NOTE: (E%STIIICJ FLOOR HEIC-T I 2'-G" H CHER mi THANLER SIDE OF Hou6E BEDROOM DINING ROOM I 6' CEILING HEIGHT 3 3 O I BEDROOM BATH I 9M F c N—ED O I I KI ICHEN PORCH I a—O c EuvG LIGHT 0 I m C HININEY ❑ I 12'-0" 15• O�. i 1 ST. FLOOR PLAN (EXISTING) PAGE NORTH ROAD MATTITUCK JOB ,q 2 {� ALTERATIONS DRAWINGS ss� 7 enn s Lumber NEW YORK 11ssz GICALE RESIDENCE SCALE: i/4"= 1'0" 4 DP ■ n 160 EAST ROAD DATE: November 30. 2004 HOME &FLOORING CENTERS 631-298-8559 FAX 631-298-8561 CUTCHOGUE, NY DP.AWN BY' MICHAEL HAND 8„ 20'-0" 12'-6" 20,_0„ 31,_0„ CID TW46410 TW26410 CD REPLACE EXISTING m WINDOW m COVERED PORCH-- C' REPLACE E%ISRNG 6) -10'" 6'-4" 6'-4 3'-6' UNDBA' BEDROOM I T r ► REPLACE EX SLING WINDOW O ^862 X62 rwH=n 2 = 2fi=^ C, TR2B20 TR2B2C 'ECT. ,R EXIFRADE% TR282C TP."_820 3'-6' ABOVE ABOVE 11-3/ 'Y[-D-� F' ABOVE ABDVE NOTE' TRANSOMS (W/ GRILLES) AND SIZES FOR BAYSIDE O 10 9E CONFIRMED W/ OWNERS PRIOR TO ORDERING ED - WINDOWS / DOORS IN I_V'NC ROOM TO BE NATURAL INTERIOR --------- BATH ALL OTHER ROOMS TO BE PREFINISHeD THAT` CONFIRM W/ GVNER=_ --------- LIVING ROOM - NOTE, ;g_B• --------- CD TOP OP WINDOW -EIGHT C-1-INC 1EIG-'T M IS ,.-O. Hoc BATH C ' I COST 0 m / 0 E DUA =IFFI�RLAOEz-B / I C E ING HEIGHT w N (EXIST NG) InEd 21, O D'�xls `7 FLOOR HEIC-T I s'-0" HIGHER TIAN LEFT SDE 4 OF HOUSE BEDROOM m" DINING ROOM ` CD 1 c=wruG -1EIGHr 0 < 3 3 O O =N-A1611APPA l2) 1-3/4%0-1/2 LV_ H`_ADEF / 1 - ACCESS CD �°ft' BEDROOM CD B ATH REMOVE E%I TNG CEILING STEM - KITCHEN TO HAVE CATHEDRAL CE]LNG O NEW DCO O GE, CD N0 `_[ W/ UNL`_SS GTHERVNSE N'OTEq O O AD ALL E%TER'OR OP`_-KINGS BEING _ REPLACE ARE TO -,AVE PORCH O (1) zxs DF/,2 HEADERS 00KITCHEN LD 0 I INSTALL (2) 1-3/4XID-1/2 VL H`_40EF OVER VVDVDVY. I AR61 OVER CYIV?- �- f 6,_0,. J._8" 5 -0„ 1 ST. FLOOR PLAN PAGENORTH ROAD MATTITUCK JOB ALTERATIONS DRAWING4 2591 Penn *,33,�) Lumber GICALE RESIDENCE SCALE 1/4VJNEWYORK 11952OF ✓ 160 EAST ROAD DATE: November 30, 2004 HOME & FLOORING CENTERS 631-298.8559 FAX 631.298-8561 CUTCHOGUE, NY DRAWN BY MICHAEL HAND C 2 2 O J O W O N Q m � S N _ d m E a m Z Z m Z ED 3 a q o m o 0 WINDOW j DOOR SCHEDULE EXPOSURE CATAGI C WIND— BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF12O MPH 3—SECOND WIND GUSTS 0 MEAN ROOF HEIGHT: L6'5-3/4" ( MAXIMUM MEAN ROOF HEIGHT: 35') Z Wap Z LIVING SPACE (EXT. WALLS DOORS / WINDOWS o W <° j MANUFACTURE CATALOGUE NUMBER DESCRIPTION EGRESS GLNING UNIT ARE0. MIN D.P. MIN D P. I'- W - - - 5 F. SF U-VALUE SR 1ST.FL. QTY. 2ND.FL QTY: 20NE 4 ZONE s UNIT D.P. NOTES a ANDERSEN DBL HUNG 5.9 108 8.35 19.-0 4 __ _ _ SHUTTER ASSEMBLY W w w — --_ — - 35 45 50 USE DESIGN-PRESSURE UPGRADE FOR CODE COMPLIANCE ANDERSEN 2862 DBL.HUNG 53 13.4— 035 - 17.8 4 --- N.T.S. ° a a CO F_ 35 45 50 USE DESIGN-PRESSURE UPGRADE FOR CODE COMPLIANCE U c U -- - --._ FOR PANEL SPANS: -- — - — _ 0 < 4'0 WIDE SPAN (D ANDERSEN W2610 TRANSOM 39 0.31 6.3 30 3s sD 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD �. TW26430 DBL HUNG 5.1 90 0.36 13.1 4 35 45 50 USE DESIGN-PRESSURE UPGRADE FOR CODE COMPLIANCE (OVERLAP AROUND OPENINGS 4") ANDERSEN TW26310 DBL.HUNG 3.9 69 0.36 10.7 - - m 7 35 45 50 USE DESIGN-PRESSURE UPGRADE FOR CODE COMPLIANCE ASSEMBLY: O ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL AR61 @ 16 O.C. V uI'i ANDERSEN A5.9 0 35 35 50 WOOD SCREW OCm C=233 -- - CBMT MT 65 13.6 035 1]7..9 1 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ~ ui c° _ #10 TEE NUTS ATTACHED TO RI_OG, w/ #10 ( W/ WASHERS) ¢ M - - _ __ MACHINE BOLT @ 12" O.C. e ANDERSEN 5'-11-3l4"X2'3-1/4" — REEF. FLEXIFRAME 1L4 0.32 136 - 35 65 --- — \ C FWH6000APPA FRENCH HINGED DR 407 27.4 0.34 47.3 1 LL — 35 40 Y O 0 ANDERSEN FWH41611APPA FRENCH HINGED DR R.2 122 034 27S 1 -- O O m 40 40 Z m THERMATRU 5730SL 1/0X6/B SIDELIGI3T 2D 0.26 7.6 of 35 65 Z N 5276 3/0X6/8 ENTRY DR 20.0 55 0.27 21.0 1 �y Ij NOTE' RANSOMS (W/GRILIES) AND SIZES FOR BAYSIDE REVIEW ELEVATIONS FOR GRILLE PATTERN.^, TO Be CONFIRMED w/ DwNeas 7/6 SDI W/ SPACER RAR w PRIOR To ORDERING PREFINImsHED wwMULTIPLE SECTION ASSEMBLY:TERIDR Exc6Fl L . RM. 1/4" THICK BOLTS @ 2' CC NI / BOORS IN I MNG ROOM TO BFE NA7U RAL INTERIOR All OTHER ROOMS TO DE PREFINI61-I FO WHITE CONFIRM W/ OWNERS ALTERNATIVE FOR OPENING PROTECTIONIT SHUTTERa i� u ASSEMBLY TABLE . WINDB ORNE DEBRIS PROTECTION N.T STION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FOR PANEL SPANS: II •I II II ,p,,,G =Ml ASTNER SPACING (INCHES) 4' OR WIDER SPAN SPAN 2FEET<pANEL 4FEET<PANEL 6FEET<pgNEL23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD Ia EET SPAN<q FEET SPAN<GFEET SPAN,8FEET (OVERLAP AROUND OPENINGS 4") IIe e 2 9 2x4 STRONG—BACKS @ 24" OC WR 11 J a z ASSEMBLY: JL II 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR .�`x , �Y�q II .`T+I WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM STAINLESS STEEL WOOD SCREW @ 1z" 0C. . 9-'' II" PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ -' °i Ill��lll ONE— AND TWD— STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ¢ W (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 16O9.1.4) '� ': � � ` Qj AI TERNATIVE FASTNER FOR SHUTTER TO BUILDING: s #10 TEE NUIS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) ,�o ). 0-1 MACHINE BOLT @ 12" O.C. S 0 W a a Z a M O J O W O N Q m � o S E L �I ^1� WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: N " GENERAL1 \OTV 1) RIDGE-TQRAFTER ASSEMBLY ROOF FRAMING' OCCLLPANCT CLASSIFICATION R3 RESIDENTIAL (D P o' m 1-114"x 20 gauge strap shall be attached to mole pair of Rogers In accordance to table 34. NAIL NAIL When a collar tie is used in leu of a ridge strap,the number G 10d common nails required JOINT DESCRIPTION Ory. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING Z Z Z in each end of the collar need not exceed the tabulated number of ed Rails in the strap. RAFTER TO II'WALL:3Rd COMMON EACH BUILDING HEIGHT 21'-10-1/T j U.1 3 CONSTRUCTION NOTES: TOP PLATE 0'WALL 4-Btl COMMON RAFTER TOE-NAIL TOTAL 50. FT. OF CONSTRUCTION NONE - ALTERATIONS TO EXISTING Q ~ 1) The Information within this set of consh'udma documents is related to basic design 2) RAFTER-TO-WALL ASSEMBLY: CEILING JOIST .'WALL Mid COMMON EACH PRESCRIPTIVE AS PER N.Y.5. RESIDENTIAL CONSTRUCTION CODE AND U intent and framing details.They are Intended ass construction aid,nota substitute Lateral framing and shear wall connections for rafter,ceding or truss to top plata shell be In TO TOP PLATE 10'WALL 4-8d COMMON JOIST TOE-NAIL DESIGN CRITERIA 1995 BBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practice and compliance with barren)New York accordance to table 33 When a rafter or truss do not fail In line with Studs below,rafters Slate building codes.The General Contractor is responsible for providing standard or wsses shall be attached to the wall tap plate and the wall top plate shall be attached to CEILINGJOIST TO AS PER TABLE 37 EACH FACE FRAMING ELEMENTS AS PER FLOOR ANS CROSS SECTION AND GENERAL NOTES construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections Roofs overhanded the rake side ofthe building PARALLEL RAFTER WFCM-SBC LAP NAIL ExT. BALCONIES 60 sound and awearherpmof completed pmducL shall be connected with uplift connections In accordance with table 33c. CEILINGTAS PER TAB EACH FACE DECK5 AO OVER PARTARTITIONION WFCM-SBC BC LAP NAIL meets Genome decal,Contractorstate, county and local cede ng,ordinances noes aall c and conturna, n W WALL-TO-WALL ASSEMBLY ATTICS w/o STORAGE 10 W meats current federal,slate,wunry and local Rodes,ordmancos and regulations,etc Wall studs above and stutls below Boor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as pan of the specifications for this building and accordance with table 3.3h.When wall studs above do not fall in line wide studs helm,the TO RAFTER WFCM-SBC END NAIL ATTICS (/ STORAGE 45 UQZ should be adhered to even if in variance with the plan. studs shall be attached to a common member In the door assembl with uplift connectors in BLOCKING EACH TOE DESIGNLOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 � W < Y 2-ed COMMON (LIVE LOADS PSFI W accordance with table 33- TO RAFTER END_ NAIL ROOMS (OTHER THAN SLEEPING) 40 z Q O W 3).Dimensions shall lake precedent over scaled drawings. RIMSOARD EACH END ROOMS (SLEEPING) 30 O - (DO NOT SCALE DRAWINGS) 4) WALL ASSEMBLY TO FOUNDATION TTE O RAFR 2-t6dCOMMON ENO NAIL STAIRS 40 F" First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift WALL FRAMING: W ~ C7 4).The designer has net been engaged for construction supervision and assumes no connectors.Steel sludge shall have a minimum embedment oft inches in concrete GAURDRAILS (ANY DIRECTION) 200 ¢ W (n O responsibility for construction coommaling with these plans,nor responsibility for foundation and labor-grade,115 inches in masonry block foundation,or lapped untlerNAIL NAIL construction means,methods,Ramr ....sequences,m procedures,offer safety the plata and retail Ir accorderce with table 3 36.When steel straps are lapped under the JOINT DESCRIPTION NOTES Ex OSURE CATAGORT C W Q = q Ory. SPACING W W U precautions and pmgmms in connecflon with lhewom.There are nowasrandesfora bottom plate, square washes shall be used vnih the anchor bolts Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION RASE ANDWINIO EEAL NOTE CONNECTION (- J specific use expressed or Implied in the use of these plans, specing is to be spaced and stood in accordance to table 3.2a In addition to spring. 2-16d COMMON (ROOF - FOUNDATIOW DETAIL PAGEIGENERAL NOTE PAGE J � ~ 1 Q anchor halts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE' Q (O C) 5),Refer to the Wleri ledowzed Domachedula for exoropem4-16d COMMON ngs. comers TOP PLATES AT JOINTS FACE NAILING 5GHt�U SEEG NERAL NOT PAG USO INTERSECTIONS E0.SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 6).The General Contractor is to ensure Mat masonry or prefabracled fireplaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUDTO 24" FACE Sym.: or exceeds manufacture's specifications and applicable codes Type l exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior 2-16d COMMON FIRE PROTECTION attached with Bd common nalls at fin a c at the panel edges and 12"sit, In the field,and STUD O.G NAIL (SMOKE f CO2 DET CTORS) SEE FLOOR PLANS 7).The General Conleadm e,to con..Il with the owner for all bull Items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7'a r..at panel HEADER HEADETO 16"O C FACE t6tl COMMON TRUSS DESK-N N/A - STANDARD STICK AME CONSTRUCTION such as bank.....,shelving,pantry,closets,tnms,etc. edges and 101oe.in the field shall he in accordance with the length requirements specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RE50HECK 3.5 RELEASE I be in table 3.15.-b TOP OR BOTTOM 2-1fid COMMON PER 2x4 STUD END 0 O 8) Wind load requirements shall be taken into account during construclion. PLATE TO STUD 3-1Bd COMMON PER 2.6 STUD NAIL r. n 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TD' FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements oftabla 315a-b times the appropriate FLOOR JOIST,BAND JOIST,2-16d COMMON F O FE NOTECE length adjustment lectors In table 316. FOOT SEE NOTE I2 L) r0 IL The General Contractor and Mason to review plans,elevations,details and note a,. ENO JOIST OR BLOCKING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA v m dames eo intended heights of finished fiear(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: GROUNG WINO SEISMIC FROST WINTER ICESHIELO F N N Allowable sidawall lengths provided in table 314 shall be Permitted to be Increased when NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGNUNGERLAYMENT FLOOD H- r0 2).All bridal rest on undisturbed(virgin)soil interior shearwalls are used Shealhing and connections shall be In accordance with JOINT DESCRIPTION NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS F M 2.4 4.2 and224usedrespectively. Ory. SPACING cso 3) Provide ill"expansion joint material between concrete slabs and abutting JOIST TO q_ed COMMON PER TOE 45 LBS. 120 B SEVERE 3Ff. MODERATE SLIGHT TO 11 NONE so concrete or masonry walls occuring in exterior or unheated Interior areas 8) CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER JOIST NAIL TOHEAW MODERATE G Header and/or girder connections shall be attached with uplift commalons in accordance BRIDGING EACH TOE M' 4) Any new concrete walls being attached to existing concrete structure shall 2-oil COMMON with table 35.Window sill plates shall be have steel connectors in accordance verb table TO JOIST END NAIL Y be Installed with N4 ra-bar, at l2"oc..Use approved epoxy for installahan 35 BLOCKING EACH roE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 5).Unless otherwise noted,all slabs an grade to be 2500 s.i. Concrete to be 2-Rd COMMON C Oy P 9) CATHEDRAL CEILING ASSEMBLY. TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES pro red on birch thick sand or gravel fill with 6x6 wire mesh reinforcing interior slabs Whore a ridge is to be used as a strecteral beam,the rafters shall either be notched and BLOCKil 3-16d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN PANEL FIELD K 3 ad 1.be minimum 3-112 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE Ad COMMON @6"O.C. ed COMMON La}6"O.0 SEE NOTES:1,3 F Z a? along the open caling part of the building,Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE INTERIOR 20NE Btl COMMON 6"O.C. 6d COMMON @ 12"D G SEE NOTES 11 BOTH FIELDS) le m 6).Crawl spacesln be pmvrtled wIthemlmmum l8'Y24"access opening Install one attached with the abommifuiremeris. TO BEAM JOIST NAIL @ NOTE:2 FOR PANEL FIELD O �r Bx16 at Iran foundation vent for every 150 sq.ft.of area Z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Bd COMMON PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON@4"O.G. Bd COMMON@4"O.G. SEE NOTES 1,3 fe 7).Disappear exteriar offoundetion with bituminous coating as per section I'll of TO BEAM JOIST NAIL W N.YS ReslderlialConstruction Code A6-mllpolyethylene It.Shall beapplied over 1) Unless otherwise noted,all Framing material tobe#1 ACD pressure treated lumber BAND JOIST 3-16d COMMON PER END NOTES the below grade pomon of eterarwalls prior to backfilling. All fasteners,hangers antl anchors to be galsuamd or stainlesssmaL TO JOIST JOIST NAIL BAND JOIST TO PER TOENAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. B.Grenade section R405 of N.Y S.Residential Construction Cade 2) Bidders an concrete plan.tope dolled ancored Ilhproth trial rs connectors 2-16d COMMON 9 P SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES into concrete with a Piersshall beancho"long bolt n wzsdeersand nuts. me 4 f root sheathing gezoneattaflhepenmetaredge oftenbe including bieeY an each.Tile of the roof peak, into concrete w'Mammlmum 112"diax7"long anchor boll wird washers and nuts. ROOF SHEATHING: theft foot member edge zone attachments required shall be used. R. NAIL 1) All framing techniques and methods as presmpllve design of 1905 BBC High Wind 3) Postrsuppodinggirdem shall be anchored foal2"x12"x12"thlek concrete foaling JOINT DESCRIPTION QTY SPACING 2).Tabulated l2 incl of nail spacing assumes sheathing attached to Ruder/Imes framing members with G>0.49. Edition Wood Framing Construction Manual Use a minimum 112"die x 7"long anchor bolt with washers and nuts Footings Shall be 3 g For framing members with<0.42<G<049,the nail spacing Shall he reduced to 6 inches o.c. below grade Porches war covered roofs shall have 12"dm concrete piers for the girders STRUCTURAL PANEL Bid ASPER4ABLE 3.8 - 2) Unless otherwise noted,all framing and structural wood material he be#2+BTR. WFCM_SBC 3) Tabulated 4 inch o.o,nail spacing assumes sheathing to refer I truss framing members with G10 49 For Douglas Fir q.Deck ears to have blocking al 8'0 0.. framing members with 0.42<G<li the nail spacing shall be reduced to 3 inches a.c ) 1 g CEILING SHEATHING: On 3).Floods,walls,college and rafters to be spaced at 16 inches oe unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger JOINT DESCRIPTION NAIL NAL otherwise. Longer to be fastened to building with'/2"dm bolts with washers a Rd net. OTY SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: E where needed GYPSUM F' O G EDGE z 4).Unless otherwise noted,all baadng well heatless to be(2)2x10#2+BTR Doug.Fir WALLBOARD Sit COOLERS 10 D G.FIELD SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Bearing wall headers to have(2)lack studs and(2)full length studs on each side of all 6) Concrete plate shall be a minimum 6'above grade. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD FT,] openings LVL headers to ham(3)lack Studs and(2)full length studs on each side of WALL SHEATHING: SEE NOTES 1,3(lis FIELDS) V openings.Beano II window sills shall also have 2 windowsill plates for 2x4 wall ) j g NAIL NAIL 4'EDGE ZONE 6d COMMON @ 6"O C. Btl COMMON @ 12"O.G 9 s*'a O 7 All joists to be.supported with hangers and anchors Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and B'9.Provide to girder(.). JOINT DESCRIPTION NOTE 2 FOR PANEL FIELD and blocking where applicable. OTY. SPA CING INTERIOR ZONE 6d COMMON @ 6"O.C. ed COMMON @ 12"D.0 BEE NOTE.3 B) RoCovered ofs typical g shall be assembled and anchored the same manner as a 1 ical buildin STRUCTURAL AS PER TABLE 3 9 5) All flush beamslheaders to be installed with heavy duty galvinized hangers and PANELS SoCOMMON WFCM-SBG NOTES anchors where applicable to all connecting joists �"ve^r{{ PLUMBING NOTES 11 fi"OO 6d COMMON 3"O.C.EDGE THESENOTES ARE ONLYTO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q fi).Double up Ooorjais[s under walls that Ron parallel to the floarjoeY and under halhWhs. 1) All wafer supply,drainage and venting to be installed as per N.V.B.Resldenlial PLYWOOD T O C.EDFIELD Floors io have ceramic file installed shall be verified for proper load capacity unless noted Corstmctlon Code. GYPSUM 7" OQEDGE 1 .For wall sheathing within feet of the comers, edge attachment re uiremenis shall Sd COOLERS ) g g q W '10"O C FIELD on plans. WALLBOARD be used 2) Verify septic System with line Engineer for SURolk County Health Department approval c� under earring wallsdping infloorfoisis et B'Oac Use solid blocking m0aorfoists FLOOR SHEATHING: 2)_T49.Fonda inch member with f ass the spattached tostud reduced dcedto members with LL] untler all bearing walls. well studs, polds bracing adplaesW out during Installation stsllatronestro Plumbing related work, JOINT DESCRIPTION NAIL NAIL G>049.For framing members with 0.42<Gq ilia nail spaangs shall be reduced to riches o.c rel prole code adequate m nufa g and recomtes mendation projecndatio for secommaximise sWGureand ifyspacing with the OTY SPACING 8) Provide insulation baffles at.ave vents between raters InsWIldRuf blocking as state wile and manufacture's recommendation for maximum hole size and spacing permitted STRUCTURAL PANELS 6"O.C.EDGE 3) For exterior panel siding,galvinized box nails shall be permitted to be substitute for moron nails 0d COMMON needed RLE 12"O C FIELD " HVAC SYSTEM NOTES 1 o ss tit7`INEPr 9) Unless otherwise noted,all mots and walls to have a minimum 112"thick,4-ply Fir 1).Mechanlcel subcontractor is responsible for scheming to all applicable codes and safely NOTES: � LEGEND i, ly j.Qf_Fp OA. CD aomfiorshealhioggradeplywood Pbwoodmcovm.verp.1,x,.ndh.mhRm WALL requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IFICU 10) Unless otherwise noted use 314"thick T&G PTS Fir or Advanach plywood sub0oor MENTIONED IN SCHEDULE NOTES ONLY. 2J HVACsubpplier thrIs 1.fully coordinate all system data and requlremenrs with NEW WALLS ever sudwilh Pa par adhesive and screwed to Ooorjoists FinlshedRwrm be installed W equipment supplier over subloorasper manufacture's insrmo0ons 1).Halling requirements era haled on wall sheathing pfISTING WALLS ')T W ' 3) HVAC subcontractor to provide final system layout droving and submit it to the General nailed6"on-centeualtheppaneledge Ifwallshealhing Z 11).All bathroom walls ro havell2"thick moisture-resislanisheeVock Garegewallsand Isnailed3"on-cenderat ilia panel edge to obtain higher WALLS TO BE REMOVED C Contractor and owner forgnal review and approval. Q ceilings agular12"shend etohave61allstoly be d and ock Another pans of building membeshear shlasperities,n ailing rd,or nateconnectts for ral to have regularll2"sheetrock All valeta be taped and finished. ELECTRICAL NOTES: members shall be doubled,ar alternate connectors, \\,p 25 Q. such as shear plates,shall be used to maintain load path 12).All Roof with a tlass than ashell be metalled with an Ice Water banter m 1) All electrical to be installed as per N.Y S.Residential Construction Code $ approved equal.Flat afshall bea applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected - torch down type material over 2) All electrical work shall be approved by a quabflad Underwriter membetabulated number nails shall be permitted to be reduced tot-16d hall per foot. 13) All Sill be with and wood incontactvnthcoles termitbe e treated S[Ripequalams to of recalNY.Si Smoke derecthraut Carbon Monoxidedeteclors throughout as per sedan R317 be mslalled wsthafoam sill gasket and cop-r-lex termite shield or approved equal of N.V.6 Residenllol Construction Code 0 li lD ID � Ud G_