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HomeMy WebLinkAbout31030-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31216 Date: 10/13/05 THIS CERTIFIES that the building ADDITION Location of Property: 3870 BRIDGE LA CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 84 Block 5 Lot 9 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 28, 2005 pursuant to which Building Permit No. 31030-Z dated MARCH 31, 2005 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 ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DAVID & JACQUELINE ZUHOSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Aujfhorized Signature Rev. 1/81 f _ Form No.6 - a li, D1 TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 TOWN HALL w 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY - "Chis application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation front Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2A 0 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: 1. 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 1. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25,00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 _70 ( ,0_xotee d.AL%C C_LrrC -)Of�,Ur House No. Street Harriet Owner or Owners of Property: _(NF1 J i 0 Zu Ha S K, Suffolk County Tax Map No 1000, Section S(a Block_SjCz, Lot Subdivision_ _ Filed Map. Lot: Pennit No 3 10 `3Q -'-? Date of Pentut. Applicant:---------- Health pplicant:___ __Health Dept. Approval: —_—__—_ Underwriters Approval Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant Signature �.312 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. 31030 Z Date MARCH 31 , 2005 Permission is hereby granted to: DAVID ZUHOSKI PO BOX 465 CUTCHOGUE,NY 11935 for ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3870 BRIDGE LA CUTCHOGUE County Tax Map No. 473889 Section 084 Block 0005 Lot No. 009 pursuant to application dated MARCH 28, 2005 and approved by the Building Inspector to expire on SEPTEMBER 30 , 2006 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD PROPERTI ;--RECORD CARD OWNER STREET ` o VILLAGE DIST. SUB, LOT l�] FORMER OWNER N E ACR. ,a6S S W TYPE OF BUILDING RES.Z + U SEAS. VL. 9 FARM COMM. CB. MICS. Mkt. Volue LAND IMP. TOTAL DATE REMARKS j ;7 F J 171 -.f'D 0 % // 7S 3 g 11t b l(e tw =e. C (.2./1-7A 2y - 12 — cor, v, I co 3 0 51 o o 6p-" a s- coi, sl zvn�- -pool wh�EY,rr -EC- 9odt + (opo 5-300 000 tk ' f 'illoble FRONTAGE ON WATER Voodland FRONTAGE ON ROAD /_? Uadowkptd DEPTH A✓ 3 V3 louse Plot BULKHEAD otal y1 ��■■■■■■■■■■■■■■■■■■■■■■■■■■■ ��■■■■■■■■■■■■■■■■■■■■�_■■■■■■ ��■■■■■■■■■■■■■■■■■■■ ■■■■■■ ��■■■■■■■■■■CIS■■■■■■■■■■■■■■■ soon mom mom ���■�■■■■�■■■■�e�nw�i ■■■■■■■■■■ONE mom■ ��■■�F3 ■■■■■■■■■■■■■■■■■■■■■■ FIELD INSPECTION REPORT I DATE 4 COMMENTS FOUNDATION(1ST) --- ---------- ----------- O - ------------ ------ -- --- --- -- -- - --- -------------------------------------- - -- ---------- FOUNDATION ------ - ------- c FOUNDATION(2ND) -- ----- -- m -- --- -------------- ----- 00 ------ ------------ d ROUGH FRAMING& ----- ----- -------- ------ --- - m PLUMBING -- —-------- ----------- INSULATION ---------INSULATION PER N.Y. ----- --- ------------------------- STATE ENERGY CODE ----- ---- ----------- ------ ------------- ------ ----------- FINAL --- ----------FINAL ---- ------ -------------- -------------- ----- ----------- ----------------- ADDITIONAL --------------ADDITIONAL COMMENTS ------------------------------------------------ ----------------- PA ------------------------------------- O m ,.P x 1 Lb ---------------------------- --------- a �-] -- ------------------------- Oz ------------------------------------ ----------- S t" G ------------------ - -- -- m IV / ( O3 o z 785.1802 BUILDING DEPT. 5 INSPECTION 6k [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 7� ��f �� INSPECTOR v 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGG. [ J FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� INSPECTORt-A--"""' 3 /a3 0 2- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING �c° /o/n� ] FINAL [ ] FIREPLACE & CNIMN [ ] FIRE SAFETY INSPECTION REMARKS: 0 , DATE �� �O �s INSPECTOR ' 765.1802 BUILDING DEPT. INSPECTION [�] FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 44t °L aqw�- DATE °2 �� INSPECTOR�� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the folbwmg,before applying' ' TOWN HALL Board of Health ., SOUTHOLD,NY 11971 4 sets of Building Plans_1 TEL:(631)7651802 Planning Board approval FAX:(631)7659502 Survey _ www.northfork.oet/Soutbold/ PERMIT NO. 3/0.3 0 i*_7 Check_ Septic Form N.Y.S.D.E.C. Examined J '1.20 OS Contact: � Appruved 7 -20D Disapproved a/c Phone:_ II;zpirdtio�: �L,ii1� t . i Building Inspector 1 ill MAR 2 8 7005 %) APPLICATION FOR BUILDING PERMIT _ - G fl' - ( Date Vllla,Yr.h �I , 0_VN OF 5DEF- ; 2005 - 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 of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit 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 my purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments m 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. 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. //��� �(YQ1 atr r 1 .. (Si ofappl' name,ifacorporadon) R-70�f clge nfle , < CQ e Y t I ICI 356 fling ofapplicant) State whether applicant is owner,lessee,agent,architec4 engineer,general contractor,electrician,plumber or builder -0t6ar Name of owner of premises 10.1) J QC C]i r1P. / r l 05K i ( 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. Dd Z IZu_I10[M PhtmbersLicense No. luf"kiloq eAftt'1(.f Electricians License No. jmfNtnr_FI_P is Tr .`C. ,�ll Other Trade's License No. �"J ' L Location of land on which Prtrposedwork will be done: 3R'le �rda� Ione C'.ltt hr►fle. Hoose Number Street Haul County Tax Map No. 1000 Section.U� Block 24 Lot:_5 5-9 Subdivision N A Filed Map No. Lot (Name) 2'. State existing use and occupancy of pre ses and intended use and occupancy of proposed construction: a. Existing use and occupancy VFI�'_r"l"l fPSILiPc7CP ()eCtg)ont�� b. Intended use and occupancy -mow I Ir_. 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 1'(QD,CM.co Fee (To be paid on filing this application) S. If dwelling,number of dwelling unite I Number of dwelling units on each floor If garage,number of cars a 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N A 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories a Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Storm a 8. Dimensions of entire new construction:Front i.� Rear o7oZ �} Depth ) fl . Height Number of Stories 1 9. Size of lot:Front 1 2)5 Rear I b 5 Depth '-11 i(1 t,, tp 10.Date of Purchase IC49(u Name of Former Owner N/A - f 6 rtr .bw )i by 6icants 11.Zone or use district in which premises are.situIS ated CS Ide CLL 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO ✓ 13.Will lot be re-graded?YES_NO ✓Will excess fill be removed from premises?YES_NO ✓ 14.Names of Owner t p/n�:mises [`.7,Yy, D51U Address�Phone No. l ' rJJ I Name of Architect r-0Y1rY l ll1 hr,- Address Phone No LI-I�-Dr-IO O Name of Contractor I�rtvi 7Uhnsk; Address Phone No. '1?YI- 5Fi10 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?•YESNO ✓ •IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?•YES_NO_ •IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS. COUNTY OF )({T61 ) 1 flCAlt P I i f1e 7l I}'IC61L.1 being duly swom,deposes and says that(s)he is the applicant eros f individual sigoing contract)above named, (S)He is the (Contractor,Agent Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed m the manner set forth m the application filed therewith. 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Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sofware Version 3.6 Release is Data filename: C:\Pmgram Files\Check\REScheck\7uhoski.rck PROJECT TITLE: Zuhoski COUNTY: Suffolk STATE: New York HDD: 5750 � % e � CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE: Non-Electric lbs 3 �' WINDOW / WALL RATIO: 0.22 X� c DATE: 03/25/05 A l'• , y� DATE OF PLANS: 2/23/05 :lt ' PROJECT DESCRIPTION: �d 0 addition $ �"I COMPLIANCE: Passes Maximum UA= 82 Your Home UA= 74 9.8%Better Than Code(UA) Cross Glazing Area or Cavity Cont. or Door Lerimet R-Value R-Value U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 414 30.0 0.0 14 Wall 1: Wood Frame, 16' o.c. 384 19.0 0.0 18 Window 1: Wood Frame:Double Pane with Low-E 16 0.290 5 Window 2: Wood Frame:Double Pane with Low-E 22 0.340 7 Window 3: Wood Frame:Doubie Pane with Low-E 25 0.340 9 Window 4: Wood Frame:Double Plate with Low-E 20 0.330 7 Floor 1: All-Wood Joist/Tmss:nver Unconditioned Space 414 30.0 0.0 14 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belied and proEssional judgment, suchplans J j)e&plans or specifications are in compliance with this Code. tA Builder/Designer ti ..e77l aL Date 05 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Sodware Version 3.6 Release la DATE: 03/25/05 PROJECT TITLE: Zuhoski Bldg. Dept. I Use I Ceilings: [ ] I L Ceiling L Flat Ceiling or Scissor Truss, R-30.0 cavity insulation I Comments: I Above-Grade Walls: [ ] I 1. Wall L Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I I Windows: ( ] I i. Window 1: Wood Frame:Double Pane with Low-E, U-factor. 0.290 I For windows without labeled U-fieors, describe katures: # Panes__Frame Type Thermal Break? ( J Yes [ ]No Comments: ( ] I 2. Window 2: Wood Frame:Double Pane with Low-E, U-6ctor. 0.340 For windows without labeled U-factors, describe katures: # Panes___Frame Type Thermal Break? [ ]Yes [ ] No Comments: [ ] I 3. Window 3: Wood Frame:Doub(e Pane with Low-E, U-factor. 0.340 For windows without labeled U-fictors, describe features: I # Panes__Frame TypeThermal Break? [ ] Yes [ ]No I Comments: _ [ j I 4. Window 4: Wood Frame:Double Pane with Low-E, U-factor 0.330 For windows without labeled U-fictors, describe leatures: # Panes_Frame Type Thermal Break? [ ]Yes [ ]No I Comments: i Floors: [ ] I 1. Floor L Ail-Wood Joist/Ttuss:Over Unconditioned Space, R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ J I Recessed lights must be 1)Type IC rated, or 2) installed inside an appropriate air-tight assembly I with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 1 3" clearance from insulation. I Vapor Retarder: [ ] I Required on the warn[-in-wiw side of all non-vetted flamed ceilings, wal'g, pod floors. �pp(icanU Date. Owners Natite:... _ _ Reviewed: _7 Architect) Qate Engittem. —D-u LIP Submitted: SCTM fi: District: 1.000 Swim: Block: j N-ojeo Subdivision / Location: 3cS 70- Name: Single 8-1separate Required r" celttf.cation: (Yes I No) Rcy itey. !_oning llislrice (Lot size: Acluaf: _ O 6S > / , I (iA(COYCfaSC prupuscd �._ Yard Proposed: ^j (Side Yard Proposed; (Rcar Yard ._ Proposcd• Project Description: . (F-I'O A GBI�IC'5�.�ERMITS Fermi 12EQUFMD FOR BE W N.A. N YES I�tumber Suffolk County Health Dept. New York State, D. R C. Town Tnwtees ' Town Zoning Board approval: Town Planning Board approval: Flood.Plaae Elevation??? Flood Zone: _ i i - - - F J / l l i 1 i 1 L _ I• ill � � F t:.., f II _ _1 I I — iji,6 f'III j 49 � I If �,..if.Y� �� � .•� r � .. �I'Gl�f_�'-G�_CG>1.4C :1.1�"�°�i?M."" W.L,IRI�,X7Y� t'C4`� �, e:;y ---� Fi>l7rf ic7t-� � �. �- �- __ _ a I—__� � Pz? L�G:4F�F� F«r�4„��r.; •}r1f{tAh�,C ;+C,LY:Iw •E--- tihar ', t-d',�f,�st:. I.,°I r,?.xw a._I t I_ra�W.. U�;�, i.i ll::. j, k• y is 1x 4211 'TCtE/-Ca ! if r ' !'f {,:: 4 I piP PSC{q•"1;4, CCUPANCY 0 PT'° "• SE IS UNLAIN UL / THOUT CERTF `0 OF CUPANC APPROVED AS NIOTi DATE: 3 31 B.P.ry 7� / CERTIFICATION OF FEE (57) BY: ,, NAILING & CONNECTIONS NOTIFY 2 BUILDING DEPARTMENT FOR THE , 8 AM REQUIRED. FOLI-OWING INSPECTIONS: 1. FC�NCATION - TWO REQUIRED FGF TOURED CONCRETE 2. ROUGH - FRAMING & PLUMBING i. 3. INSULATION 4. FINAL - 'CONCT9'JCTION MUST . �- ONSTRUCTI'ON"$BALL BE COMPLETE FOR C.O. ALL CON^TRUCTION SHALL MEET THE _ '"K• MEL�i`THE REQUIREMENTS OF THE REQUIREMENTSOF THE CODES OF NEW OWES OFNEW,YORKSTATE. IORK STATE, NOT RESPONSIBLE'FOR yu DESIGN OR CONSTRUCTION ERRORS. ` 57 •y 7777I it i 'L2p -T 1.. �k�"Vl` ��� �$C�+ul1'I ia., -_ � �� ✓I /N 24'1V W ���vL,•�A3� �� ..��t� � I ��� � � � -� � I � 'y ' i I 1 Ki — _ .�. .. _ � u � r � it al � r � r ti� �• , Eq � r I 0 07 FEB I I e I J li f� k t , t 1 ! r{ t '' � � � ✓�'irl�'-' -���� Fir,'', �^""�'M �� Yr+F"�,K'eL.�F - i . 1116`1 1 2.x ifJ a + ,I I I I&I10 cla 1 777-7777 r I Ij i I j pwa } �4'!�!.14�1-ASR .r1Jrr ix�p r�ua�ra) apF POO . r � --- !(o�a�711.I'Ga")!Jt P..1.1'xk x'I�(L� ---- �-- — - - --- — ------ -- .Y. .�_--- -- w wf pc t- NEW& ' jr 07 - "-CSSI 77 I r a I I �' r I , 5 k �P" r ',J, ✓5'� _ r '� Iw+garl - „ %xy4r,pRT� 1';, lll r1 ti I r 4 J! W1'(�y♦ r {�� j��1 ' i I :,. .. "L.L1R\ , .i��, _r '' '" � '' �C51L✓�WI'H ,• �� �.: Tl Fffl- PRIX DL . ,^p)�NSMA079DT1P OTAbWRI Wfn PONw+w. � ASECP4iD SIN79(w,%Im IT iN�LESEGTIN'AOd?EMBLY; _ A41 W IPO)IY 'B �(, &�N MfOTI P' - I� « '. 'A THICK"B4L1�$ � M ry `{" _ U _,.w, ._� .: UST _. rIT RWINDOWS AA�' [J'U'P. H R, 9 AVE 'P ...... �4pEE91 'y'. . " kT t5�p m;Qh' 1 .R N� `Pi�"TEGR 'aE pUIRP., "N7 : n � kau± " . o; ffff u �y�Jat� WA l c3{ 6w� p"— uA{FVA S ,,:��iA G. 1�: $ WISH �Np1kEh64� /d. V7'71b6 8�>1" .,. _._ _..,_. . Pox.§ iF ie _-9 iCe z �01i IF s lY o A�4€WIT " §. NA41a ' tj ? saloon"$cR€vis t� qTc 1:A' 4 041N@TV'lMOdWS MUST U§>; �,,, " TALA 1 /Au ALL NARR -1 . 712 MEIO"CI�S'U.L S (OR 6)'l`4 ',L)At�' D T,N ADgT'TTpN OF A 1i ,{!4 PP'k-7"N ad RA DE SILL $TOP a SILI, 61dPR � i l ' T� SlJ IIpI,Y �M§IQ HY AN6-0-0-alk '7'HE lFl9"fALLA i1ON OI`' A"b'f1T,DIA1.'SA§�IINLlI",IT]'11"&"�1�1(11`1i 61t U t RPDB 'SHU RA UNlP6,MUS _ E1,pR EK 4EP, 1FE M1�11yA hl'PES,f RES i qUl ED-- MULLED ♦l t�IYS,,MV01t9EET $1t R]COEEID, —ry j� ' "¢PAMa:Q,�4'4r`wlds'aaAN ., 7 5'fIW1�,S,TH�'I�,E`6;N dRE SS_l1ftE„Ii EL1Ui1R, r,hl ,ylrl7(-1,§�F'FRA S;E'@J;L� E CS'1'HE ROUGH_O1�ENINQ'SUS STfiPp'"fE. ,ALl' T tAgLAE'I G;M ST,M7«'ET AS M E"1434 'ES'I',R� UI 'Mq 6 A,.,FG 9 Y',CYf: ATE',1$k BIPENTIAL CO'f'4S,'�RU6Tfq'F C6 23/32" PAN"R'A'PE ABl24$ 7N 'raRADE' .L _ ._.. w ,.•_ _•., ._. ..Y .. HEA 1N0 prlgl7pt 508 t A'FOR A'LTR�IATgPlSQ F71� O }r — ,L'. ,, P YWooO(OVERLAPAROUNC�oPENINOs4'� DEFER 3A $E , 'UekA'C'osLF4E W/2'COATS E%TER E40ES. ( _ ... fOR PAINT 2,sIDES,4 ' LABPL�ACOOR41Nq YO"LOCATION. ATTACHING STRUCrTUFW4 PANEL-FASTEN TO BUII;LIING w/4893"(WI WASHERS)GALVINREO OR . , ._.._ _ _ _ __ _ _, _- - . - .... _ ......^. 'STAINLESS ST,eEL' MOD SCREW 0 76"O;C.OR BETTER A4TERNATIV�FACTNE FOR SHUTTER Tp BGICDIN� ' WH BCREW$ATTApI 4to,krtACH IM SMAS014R'”fA-'140,$ONRY,STUPCO,TN61:SNAL,,B�TTACi'1EG 1, - T 12,"O.C, HQN HAWIWf�A MINIMUM MACHINE HIORA maPACItK'ch�4aD ld.. UTIL,I rs.vIBRATx;'mw RlSIS1'AMT ANG §NUT,T,ER ASlE Y : y. ' FOR'PANEL.SPAtrYS:4"-0"OR WIpERlPAN SPECIFICATION$AND ASSEMBLY IDENTICAL TO'0<4'-(Q"SPAN- - NOTE ADDITIONS; 2%#sT1i49MR46AXkISE v4 O u .T T),R�tEA' MS4E PLYy�vD TO��;;r 7Wr'd^(wr WAs14Erta)cwaev[N(P�4,bR�;'rA1NLEss'B�TSEL ,h- ALIgn arya:a apa'N(wlo ta©igo-Taoh WOOD:SYRUGTURAL PANELS WITH A MINIMUM THICKNESS.OF 7116'AND MAXIMUM PANEL SPAN OF 8'-9" SOAI,LBE,PEHMI7IEP FOR OPENING-PROTEQTLON IN ON,AND TWO STORY BUILDINGS. PANELS fiHALL.SE PRO CUT TO COVER,OLAUD QPENINas WITH ATTAQHNE,NT HARDWARE PROVIDED., (PSFER T6'48CiWN IdOG;T.}AND 1B0S:4,i kNO TA'S'TE 16091.4) r WINPBdflNE DSBRt6 PPPYECT1pN VA97EN1NQ 6CH'EDULE.FOR WOOD STRUCTURAL PANELS A LSWYN.;P u8.6nrgWL PANEL OA""PANBL x}�( P SbLO" SPAN IT <4'•0^ „ l c� Lul Wo t a QO SOREWS 16 1B 17 9 _ xifa` POW4QD2QREW9 .. a 14 m D25L ��/ yy A TRIS TABLE IS BASED ON MAXIMUM�wIND SPEEP'(d,SEGOND OUSTI OP idO,MPH AND MEAN ROAF - �.., 9psg\O NEIMNT«F 00 PI dq LESS' 1i,'.'3,XL.•. 8 FAS'TE,NR;R6LL RE,INSTALLEP AT,,QRPdSIND ENGS QF r.HE,WO,gd STRUCTURAL PANEL.' ",,,, N dg THEY SMALL BE ITS ANTA GNbRS^NAVINq A1RININ G _ N ri��M4�pNFY y4A.MASaNRr4;27U M,wITHPR,' _ .' . r A'IY'ACXM'q,:UT14TS, NrBifA71p . OAPACITt"'dk 490 LI4W. I I �y „ c „ e „ r I ,i I � I RIDGE RAFTER— J USP RS250 AT 21 i 0 u ;'0 fi II 1- y A , RAFTER/RIDGE/RAFTERWITHC> RAFTER .- . . . . .. -. _.._ _ __ ...J KING STUDS jo' ILuI RAFTER i—i 3; RIDGE - STUD ---___ __ _ F� �Ml;gl��l I RAFTER RS250 AT 21 �- TOP PLATE ----- -Ei TOP PLATER(2)RT7-- -C1 _.__-- U�SP Ta - - . ._-_ - . - :_r_: µ: : ILII I6,10I � , Iml USP RT20 - -- - - - - USP RS260 AT 18 - -- - - -'' o, Ui USP LS OR TMU IES-- - WALL STUD ------ — - 6� USP RS250 AT 12" - CONNECTION USP PRODUCT NUMB ��I � WALL STUD . _.._ ._ - - t' . NIRI1-�; JACK STUDS - - - - {.� A RAFTER/RIDGE/RAFTER WITH CTRS250 21" RAFTER/RIDGE/RAFTER WITHOUT CT RS25021"+LSSH179 B RAFTER/PL4TEISTUD RT20 RAFTERIPLATE RT16 or(2)RT7 Al ', RAFTER/RIDGElRAFTERwour B , PLATER/ST RT3 16' I RAFTER/PLA?E/STUD B RAFTER/PLATE , PLATE/STUD- c HEADER/STUD RS C '.HEADER/STUD HEADER/JACK m - - _ HEAOER/JACK STUD RS250 12" � p. D FLOOR TO FLOOR KLFTA a RS250 36" O D, o E ST00lPLATEISILL RS250 36" 2 r STUD/PLATE RS250 16" W V PLATE/SILL MPSF It M F ANCHOR BOLTS STB16 0 G POSTANCHOR FOR DECKS PAU SERIES POST ANCHOR FOR COVERED PORCHES CBE SERIES q o ' COLLAR TIES MIN_' Z v 2 M (D POST -._ USP CBE - - - - P.C.FOOTING--- _ 2ND. FLOOR WALL STUD---- ' i 2ND.FLOOR WALL STUD- -- U t4-4 1ST.FLOOR WALL STUD-- G 1ST.FLOOR WALL STUD - cI -,* c P j 2ND.FLOOR PLATE - U 2ND.FLOOR PLATE G POST _ F �OVEBED PORCHES UU SUBFLOOR -- SUBFLOOR--- - : 1$T.FLOOR PLATE - 1ST.FLOOR PLATE ----- - a A, 1t .L ""„ ��` W RIM BOARD --- - r_� RIM BOARD- -- - -O SUBFLOOR - - -- - ---- SUBFLOOR - USP KLFTA -- - - -- - USP RS250 AT 36" - - - RIM BOARD RIM BOARD - -- - (, -^I C $ USP RS250 AT 36" - - USP RS250 AT 18' t. <r 0 1ST.FLOOR TOP PLATES - -. - . ._... -. .. _ _ I,07 O,P�,,, OQ 1ST.FLOOR TOP PLATES DOUBLE SILL,FLAT E ---- ---=- DOUBLE SILL PLATE -- - --- , POST - q$ !L USP MPBF __,___.__ -. 0 IST FLOOR WALL STUD--- - IST FLOOR WALL STUD ---- FOUNDATION WALL - ---,f i� FOUNDATION WALL --- - - -- C ' USP PAU P.C.FOOTING -- -- -�J W x �1 D iFLOOR TOFLOOR D' FLOOR,TOFLOOR E 'ISTUD/PLATE/SILL E, 1STUD/PLATE PLATE/SILL G �POSTANGHORSFORDECKS I _ GENERALGONBTRLIC TION_MO?ES GENERALM"Ifil GNOTES 14AIt:1N61CHEDt14E' 1:The Information on this set of construction documents iS to relabr basic design 1.All walls,2x4 and 24,to be stud grade or better 18"o/c. All other framing motor* { intent and frsm details. They are intended as a construction aid,not a substitute to be 02 douglas Ir or better. TABLE906A 3e;IGH WIND 3'.q AND 3s leg B11,ICUDIN .ON WOOD FRAME CONSTRUCT/GN MANUAL ' for generally accepted good building practice and compliance with current New York ,!DINT OESCRIP'IN7N . NAIL`QUALITY NAIL SPACING 'I I state building codes. The genara(contractor is responsible for providing standard 2.Allwood framing in Contact with concrete or masonry to be pressure ireatetl, construction details and procedures to ensure a profeealonally finished,structurally ROOF FMMING f sound,and Weatherproof completed product: 3.Provide double floorjgists under all walls parallel,to floor Joist span dBagflonunkae RAFTER TO TOP PLATE TOE RAIURD VW WALL:3sd PERRAFTER' 1p'-0)WALL:4-8d PERRAPTER otherwise specified ' 2.General Contrag6arbopogrdinsteall sub poldraatpnr,schedolwo dw'ork,alta CEkINOJQIST TO TOP PLATE TOE NAILED e'-q"; 1:3-lid PER JOIST II Interltegon beNyeeri fA(tee,' 4. Provide x-bracing or solid blocking at a maximum of 8'-0"do for all dimdrw,[pneF. III4YPALL 4-6d ''PER JOIST -; IUmberfiocrjWsts. - OEILItWJO1ST t0 PARALLP,.L' kER , 'F.�CENAILEp'.� SMIIA(p,E 3.7 EACH LAP. u 3.The Van agrtfraclor fi gesponefMe PorensWring thetell Work end oonamJctigh pE1t.IIk1YJbIST I,APa OVEIiFURTTNOldl PACE NNtED BBBrtARLI EACH LAP url macre'-0r exdeedS ogR'Gr((fetl'erei,agte,And Icgl codes,oMinepces end regule0ons 5.Floor Construction:x"tongue and groove plywood aubflogr: Finished matenafto be - CbLL0.yt"j1E TO RAPPER FACE NAILE.t7 SEE TABLE 3-+ ! PER TIE ` etC. TfMse podlAr,irei,�o:pe Consldereel'as d Of tM s ificetlpne Porth!@ bUlidin applied over subfloor, Glue and screw plywood docking to floor olste. BYACrB!!0''TO RgF,`h'ER TOE NAILED 2.1 d EACH END pa pad 9 9 f RIM BO/�RD TOAAFTER END NAILED 2-led EACH ENDIj I' andshoUld ps adhand toeven g they.are In varisnoe with the plan. " 6.All window and door headers to be minimum(2)2x10 unleas otherwise,speclfled. INALLPRASSISCIL 4.Dimensions Shell take precedent over scale drawings(do not scale drawings). AN interior headers to be(2)2X10 unless otherwise specified, TOP PLA'JE TO TOP PLATE, IATEFACE NAILED 2-16d • PER FOOT TOP PLATES AT INTERSECTIONSFACE NAILER 4.1811, JOINTS-EACH SIDE _ 6.Tho designer not been engaged for construction Supervision and assumes no 7.Provide NII solid blocking under all bearing walls. STUD TO O HE FACE NAILED 2-tea 24"OIC !I'1 9HEADER TO TOM PL FACE NAILED -led16 PE OIC ALONG EDGES responsibility for COMtruCtiOn CODltllnatirlg with these plats.nor responsibility for TOP OR BOTTOM PLATE TO STUD END NAILED 2-iep PER 2X4 STUD lr ' '`_ '•'� construction means,methods,techniques,daquencas,or procedures,or for SO* 8.All beams to have adequate bearing at each end or as specified 3-164 PER 2x6 STUD Precautions andprograms in connection with the work. Thera are no warranties for a 4-ied PER 298 STUD specific use expressed or Implied in the use ofthese plans. 9.All flush beam and joist intersections to have galvanized hangers. BOTTOM PLATE TO FLOOR JOIST, IZ I BgNOJO1fiT,ENtmJpIST,OR BLOCKING FACE NAILED 2-181 •^ PER FOOT �Q 1 dows:to be AndenleR lmighpe�ndow equality for eyed eq al. oT 711Wd deet exteriodwgro p1,APA Weahe�tlod to span over all pl dates and Eo=5r1Np TPLATE;OR GIRDER 'T NAI b 6. Rehr to floor'plans,exterior elevations,a types y gra plywood or NAI IF hea LED 24d windows. All/Nin 'perPormance quality or aPRmVetl aqua(. 7/18"DSB plywood;group 1,qPA rated. PI 11I 7.Door:end.Wf6koW_baaders to alljO unn"s dBlarwloo noted. eLOOKEACH INOTOJOmT TOENAILEO 2-ed CH END a 11.Prvide Insulation baffles at save vents between Rifters. BLObIONGTO SILL OR TOP PLATE TOE NAILED 3-18d EACH BLOCK B.General,Contractor Is to ensure thatmespnry and prefabricated fi LEDGER STRIP TO BEAM, FACE NAILED 3-16d EACH JOIST f/) constNegdn,masts r exceeds ag manufactures specifications and applicable Codes. 12. Exterior flashing to be correctly installed at all connections behveen roofs,Wella, BAND ON LEDGERTJOIST BEAM TOE NAILED -16 PER JOIST �0 '. chimneys,projections,and enetrations as required approved construction BAND JOIST TO JOIST END NAILED 3-06tl PER JOIST Y P req by PP BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT 9.General contractor to consUK and coordinate with the owner and the plans for all practices. built in items such as bookcases,shelving,pantry,closets,etc. 96OF SHEATHING 13.General contractor to provide adequate alit ventilation and roof vents. 10 Provide hardwired smoke detectors,withbattery backup,On all floorsand In each STRUCTURAL PANELS 4'PERIMETER F,DGE ZONE-i6"O/C-6"AT PANEL EDGES T I ad AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD bedroom,verify with local code requirementsso per Section R317,New York State 14. Provide appropriate Soffit ventilation at overhangs. INTERIOR ZONE-16'OIC-B"AT PANEL EDGES AND M12" Residential Construction Code, Install carbon monoxide detectors Be per code. GENERAL PLUMBING NOTES Bd AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD --- ----"--' ---- FOR ROOF SHEATHINGWITHIN W-0-OF THE PERI ER EDGE OF THE ROOF INCLUDI G4'-0"ON EACH SIDE OF THE ROOF PEAK.THE GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and PERIMETER EDGE ZONE AT�TACRAIENT REOUIREMENTB SHALL BE USED. I-' pp CY R safety requirements. CIFILINGONEATHING In 1 Genarel,cpntractor to review plans,elevations,and details to determine intended GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD ... heigh44 of finished floor(s)above typical grade. 2.K wall plates or joists are cut during the installation of plumbing fixtures or equipment provide bracing to be framing back together WA-LUSHEATHING 9' 2 All footings t0 rest on undisturbed Soil, 4'EDGE ZONE-18"OIC-6'AT PANEL EDGES AND 12"AT GENERAL_HVAC SYSTEM NOTES STRUCTURAL PANELS 81 INTERMEDIATE SUPPORTS IN THE PANEL FIELD expansion joint material between all concrete slabs and abutting INTERIOR ZONE-16"O/C- TAT PANEL EDGES AND/2" to 3 Provide W e% P I 9 Bd AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD concrete Or masonry Wells occurring in exterior or unheated interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and FIBERBOARD PANELS 7116" Bd 3"EDGE l o'FIELD safety requirements. 25132" fid 3"EDGE 1 a"FIELD 4. Concrete on 4"sand or gravel fill minimum,With 6x8- 10110 wire mesh reinforcing. GYPSUM WALLBOARD 51 COOLERS T'EDGE 110"FIELD Z O Interior slabs to be placed on 6 mil,stabilized polyethylene vapor bander. 2.HVAC subcontractor to fully coordinate all system data and requirements with the 4'EDGE ZONE-16'OIC-6"AT PANEL EDGES AND 12"AT Q HARDBOARD Bd INTERMEDIATE SUPPORTS IN THE PANEL FIELD equlPment supplier. (t-` t` 5. Provide Crawl space Ventilatig0 per local code reUireRlBmta. INTERIOR MEDIATE SUPPORTS TS INPANEL EDGES AND 72" a q Btl AT INTERMEDIATE 9UPPORT9IN THE PANEL FIELD 3. HVAC subcontractor to provide final system layout drawing and submit It to general q .- 6. General contractor to install cop-r-tex(or Copper)Sheet metal tonnite shields contractor,owner, and equipment supplier for final review and approval. FLOOR SHEATHING between all wood surfaces that are exposed to concrete or masonry surfaces STRUCTURAL PANELS-1"OR LESS sd 6'EDGE/12"FIELD NEW CODE MAKING REQUIREMENTS ARE ED ON ALL SHEATHING AILED 8" AT THE PANELED IF WALL SHEATHING IS NAILED 3'O A T 7.D itions of exterior of Poundation with a bituminous coating as per code and soil -EN - L WIN ---- -- COnditl0n5 GENERAL WIND PROTECTION CONNECTION NOTES PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 CONNE and 1996 SRC High Wend Edition Wood From CpOSfroCspn - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1016d NAIL PER FOOT. GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction 1 Dimensions shall take precedent over scale drawings(do not scale drawings). 1 A continuous load path between footings,foundations walls,floors,studs and roof forming shall be provided. 2.All Interior walls to be covered with W gypsum board with metal comer reinforcing SOUTHOLD SWLDING DEPARTMENT CRITERIA Tape,float,and sand(3 Coats). 2.Approved connectors,anchors and other fastening devices not Included in the 1100CUPANCY CLASSIFICATION 3 L-sECTiON 310 BUILDING CODE N.Y.S. Standard Building Code,Table 2306.1 shall be installed In accordance with USE OWELLING UNIT-SECTION 310.310.2 NEW `". n W 3.Walls Common to garage and house,to have a layer of 518",fire rated gypsum board manufacturer's recommendations, 2 HEIGHT 19 FT. HT' t at garage side with 6'-0"return on adjacentwells and ceiling. Manufactured lumber FIRE ARF-A (eta 414 SO. FT, TOTAL as p�0 ('i Z requires 2 layers of 5/B fire rated gypsum beard. 3 Metal plates,connectors,screws,bolts,and Tads exposed directly ro the wearer or fi"i, LU 3 TYPE OF CONSTRUCTION TYPE 5B; WOOD FRAME, UNPROTECTED �� subject to salt corrosion In costal areas, shall be stainless steel or hot dipped - Lti 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 HIGH WIND EDITION W FCM w U' resistant gypsum board, or wall file set on wonderboaro or equal. 5 FRAWING ELEMENTS SEE FLOOR PLANS AND SECTIONS I a_' Z 4 Where windows and doors interrupt wood structural panel sheathing and siding, 8 DESIGN LOAD CALCULATIONS PAGE 4 t,�1 _ C? DESIGN LOAD CALCULATIONS framing anchors or Connectors shall be provided at the top and bottom of cripple 7 WINDOW AND DOOR SCHEDULE PAGE 5 F 5 q' v4. f8 studs, header studs,and at least one stud at each side of opening. 8 LOAD PATH SEE SECTIONS O "VFESStO �� (� _J MINIMU UNIFOR LY DISTRIBUTED LIVE LOA S loaf SNAIL NG SCHEDULE PAGE4 U. EXTERIOR BALCONIES 60 5. Ridge straps shall be attached to each pair of opposing rafters except where Collar d 10 EGRESS SE FLOOR PLANS AND SECTIONS D E _K S 40 ties of 1 zit or 2x4 Jumper Is located in upper third of attic space and attach to each par ci Z ATTICS W iHO�UT STORAGE 3D of rafters. 11 PLUMBING RISER DIAGRAM WA U1 ATT C 5 W I7 H S' O R A G E 40 6.Uplift connectors shall be provided at each rafter bearing 12 FIRE PROTECTION A g ROOMS OTHER THAN SLEEPING ROOMS 4 13 TRUS51)ESIGN DRAWINGS NIA rt , d SLEEPING ROOMS 30 7.Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 14 ENERGY CALCULATIONS SEE ATTACHED 4I 1, corners. RITERIq FOR CALCULATION OF DEAD LOAD ACTUALA L R C B.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation CLIMATIC AND GEOGRAPHIC DESION CRITERIA ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts having a min boll diameter of6/8"and 3"x 3"x 118"washers. A WEATHERING SEVERE minimum of one anchor bog shall be provided within 6 to 12 inches of each end of FROST UNE DEPTH 314" NOW each plate. Anchor bob shall have a minimum embedment of 7 inches in concrelel TERM MODERATE TO HEAVY - GROUNDS OW LOAD ns 45 lbs. masonry foundatio . Anchor bolts shall be located within 12 Inches of comersT and at T DECAY MODERATE MODERATE spacing net exceeding 4 feet on center. _ IS E l5 M G _'-..----..__� ----- WIN TE DESIGN TEMP. 11 DE LGN CATEGORY B RAL CONSTRUCITON NOTES THEYANICE SHIELD UNDER-LAYMENT REQUIRED '� 'SPECIFI MANUFACTURER'S THESE NOTES ARE GENE - _ -- REOT WIND CA'110NS/STATE CQDE SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS FLOOD RDS W IN b B P E E D 120 m h GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 'E'a "' EXPO URECAT GORY - IB GENERAL CONTRACTOR BEFORE CON6TRUCTIONBEOINS.