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HomeMy WebLinkAbout29390-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29694 Date: 09/09/03 THIS CERTIFIES that the building ADDITION Location of Property: 265 MARINE PL GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 6 Lot 11 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 16, 2003 pursuant to which Building Permit No. 29390-Z dated MAY 19, 2003 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 DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to LOUIS & DIANNA PATELLA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BRAT TH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ N/A PLUMBERS CERTIFICATION DATED N/A Authorized Signa e Rev. 1/81 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. 29390 Z Date MAY 19, 2003 Permission is hereby granted to : LOUIS & DIANNA PATELLA 63-32 75TH ST MIDDLE VILLAGE,NY 11379 for CONSTRUCTION OF A DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 265 MARINE PL GREENPORT County Tax Map No. 473889 Section 035 Block 0006 Lot No. 011 pursuant to application dated MAY 16, 2003 and approved by the Building Inspector to expire on NOVEMBER 19, 2004 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 L LUUu i APPLICATION FOR CERTIFICATE OF OCCUP.A�Y This application must be filled in by typewriter or ink and submitted to the Building Department with the 0%,Nin 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 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: 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. /ZJ 3 New Construction: Old or Pre-existing Building: f (check one) Location of Property: Z(OS m4p- ; P/ G R e eN p 71 House No. Street Hamlet Owner or Owners of Property: L Opt i S Caud D i Cru N 4 pct Te'//4 Suffolk County Tax Map No 1000, Section 0 3 5� Block 000 ,6 Lot L113989 Subdivision _Filed Map. Lot: Permit No. 2 ate of Permit. � 0 Applicant: .T. riiegVo e 71.10MAef Health Dept. Approval: Underwriters Approval: Planning Board Approval: — D lr-- 3 �j96(i9 Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 77' P&&SP WC i l 0 ocO Applicant Signature S. TR jFao,Z TNom Som 36 /LAyNO,z- Rd. R,` N //r/6/ 63i 3Us 386 BUIT ,DIS-G-PERMIT I Applicant/ '\ Date iv Owners Nae:L 4 4b ��p--�n/1 4�CL.f'� Reviewed: ,%/ 3 Architect/ Date _ Engineer: Submitted: SCTM N: District: II o Section: 25 Block: Lot: Peoject 7- 9 - Subdivision - Location _ _ P,� ,� Name:_l"—f—VI — Single &, separate Required certification. (Yes/No) A1Z& I` 7 Q�Q /.Doing Di>iricr �I,o�siu. _�_ gciunL�L• LI 11_ot coverage hop", Rcy. Rcy. r _ Rey. ProppScd 11 '.w yard J [SideYard �/ 'roposed: _1 [Reis Yard _ 1 Proposed Project Description: ACENCY.PERMITS Permit REQUIRED FOR REVIEW N.A.. NO YES Number Suffolk County Health Dept. ✓ New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: _ Flood Plane Elevation??? Flood Zone: Notes.: La a JOB No 99.15 ISEIf nI TAR I.D.No. •1000135-0811 6EP c THE LOCATION OFWELLS,WATER SERVICE LINES, SEPTIC TANKS AND CESSPOOLSLOT45 CT 44 SHOWN HERON ARE FIELD OBSERVA• TIONS AND OR DATA OBTAINED FROM OTHER& SNPM (:OUNTY pEI`ARTMEAJTUPIt]> SRRVIC83 ... APPROVAL U6'C:]N:TRf1f:TF:1) )£S ADR MARINE U (A " The sc 4 dixpnsul ovA 1wlirr I p pP,lUjlt vnt . loc:tionNive dfou[An C ! N58°3710"E ' i)i� �a:.C1,,crvill:diryth)n llepb.�ilnaitfy oU:aorw,cics and found y v..daao.J bY1fY OF_LY�.. g1�Elitw)f)p�i!i. v WTIE 100.07 1y fC.',teru 1 We,vwatet E4alagelaent �---- 1P20 LP3 ` O O D LOT 40 LP1 O SEPTIC � I LOT 40 (h' O T' TRE% I K. PORCH WO .i A 11.3 A 20.7 ? - b 34,T N �i 0.0 eA s.z s'p TRE PIT 11.s 2.4 1 STFMI:]ME c p DWELLING m e�ua y12.4 O cHIM SEPTIC LOCATIONS `a 14.1 1} CORNER A CORNER S LP1 - 40.5' 3e LP3 36' 38.5' LP3 48' 28.5' 1. 44.5' SEPTIC 34.3' 25' , /f i S 58a37'10'WW 100.00' LOT 03 li lOT 61 LOT 62 FILE MAP No. 3521 3/13/62 UnaalrvuaC aXaatgn«Wenxm tp mk4xum.ntme N«aB.Xori T1J3 aryy Naw YyrN 8W.Eaunuon Lex cwulw.Lo+.imb.aa X«.m.neu runynlrbn.wm mrwnom nle pep.ree SURVEY OF: LOT 47 am m N's ueMX b Ne Tae Camp.rty,OovemmeMal Xpn.Y.n4 LenElny bamawn xatetl M.y�,.m ron..weNwam.l.m mww«.« MAP OF CLEAVES POINT SEC 2 YbW YM�pxIIM. ,waw axum.m o wnquwpmrgcn.M1n wl«. .N MARION, T EAST OWN OF SOUTHOLD TM pO.aMI«am.X.l«4)aX:Mm M�gnry«1l eeuttwnbp.pnpMyn�w ue SUFFOLK COUNTY,-NEW YORK Mw'.°,Xaafwhta...p.« ....manor i9.XRXa. .p SURVEYDATE: 4/19/01 SCALE: 1"=30' CERTIFIED ONLY TO: I Qg�OF NEW Y09�TIP a'`'RAP DESTIN G.GRAF RED MAPLE BU LDERS t LAND SURVEYOR . C . O t 73 Woodlawn Road Cel / Rocky Point, N.Y. 11778 By DESTIN G.GRAF N.Y.S.LC No.500 631.821-3442 WILL CONFROM TO THE STAND- , JCS No. 99-15 ;111 )L-IkUUIJNIY TAxLD.ND. 1000-35-06-11 or -Q aAL LOT M8 LOT 44 LP<'IN DEPTH I BOTTOM ELEV 3.01 OCC RES OCC REE EX POOLS 3'N DEPTH PW i i GROUNDWATER ELEV -0.20 PW 'i /X\ 7.E MARINE PLACE [50'] Cn Z C N 55°37'10"E 100,00' wasT H"'8 2 D ! Ex BMw + B,E co TIE 100.001, O O 3e O EX E% su" ISAI BOTTOM LP TYP LOT 06 INV 8.8E P UP LP I LOT 12 D OCC RES P VACANT PW INV 8.83 SEPTIC I B.E] 0.5 IB,B] INV L33 / K —� Z INV 7.83 .14 B 89 ^v O Ix TEST HOLE PKI a18'� J PROPOSED SINGLE 22 I FAMILY O 0 ELEV AT SURFACE 8.6 O O De LwM o FE11.4 BS OL ex sLtt Loam 10' GA—R3� 26' ] Y" 2.5' COARSENWD (,Y •l)) I y0� sw Y B.r ELEV N 11o.A 1 } 110A r`(;l N': r R ]] DR FINE TO M TO COVxeE e.wo /J x ' 4tx Y lTy4 sw tt�C �l3 IB t40 ;y U.,p/ � G Ley.rY� 1"'yam{. 2 4l W h / 12.8 S 56°37'10"W 100.00' m Lai: LOT 63 I', LOT ''OCC T$5lc OCC RES VACANT PW ELEV INUSCGSDATUM FILE MAP No, 3521 3/13/62 - 1 UwuV,F,xw ummum or.wewn In Om Cwum.m I.Imolston dswton MR dtlw N.x Vat SYM Eeuwdw Lev CORA on nh mn•nwm im:cn�"omry.Nmm.maPerq Lana ro°wne SURVEY OF: LOT 47 "°"° I"'w" °° 'wmON " 0M.WrnI^ MORO"°•w MAP OF CLEAVES POINT SEC 2 .uowgwm wma.. 1 Copx.a Am dwumwl nw' .IN N.Pror"nen.r.Intw wI F.rTb.. wplw000,( d•wnr:.oda' dim.odpv. EAST MARION, TOWN OF SOUTHOLD TM ollwkIadlm.naonsl.to mxarwnhan Mr..mW'rp wfl ..n M nMCMc puOareeneuw•MNn•lom an nptid{rMElp puM.Eu•rwtonIX SUFFOLK COUNTY, NEW YORK Lw.A rwininB w•u.,wa..pl•nlm0 aw•,.adlwn 6mlemc.a.nrdllw w"w w Tn..nN.rm.drpMavnn.naur.ewm.nd a,woN,e.r,na m."0 SURVEY DATE: 3/1/99 SCALE: 1"=30' wl wmnl.w CERTIFIED ONLY TO: .�� F NEK'y RED!MAPLE t3UILDE �a FIA DESTIN DESTIN G,GRAF LAND SURVEYOR g{ 73 Woodlawn Road 1a 0037 5 ocky Point, N.Y. 11778 By DESTIN G.GRAF N.Y.Sj LIC No.50087 '�q .�O 16-821-3442 M-1802 /FOUNDATION UILDING DEPT. SPECTION N1ST [ ] ROUGH PLBG. 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE Dd"SPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND L[ l. INS ATION FRAMING INAL [ ] FIREPLACE & CHIMNEY REMAR S: r DATE INSPE FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) -- - -- - G - � a -------------------------------------- FOUNDATION(2ND) - - - - z � o ROUGH FRAMING& PLUMBING INSULATION PER N.Y. �7 STATE ENERGY CODE FINAL ADDITIONAL COMMENTS m I x ty TOWNOf SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING.'DEPARTMENT - Do you have or need the following, before applying? TOWN HALL Board of Health_ ___ SOUTHOLD, NY 11971 3 sets of Building Plans _ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. o2�r/ 3/`D Check Septic Form N.Y.S.D.E.C. _ Trustees _ Examined 5 , 20,3 Contact: �',j, �jj� 7-lldryt sdAl Approved 5 1 20_D3 Mail to: 36 Q/t jp20.t? Disapproved a/c Phone: Expiration Building Inspector Ctrl�Y [ 6 LUU3 APPLICATION FOR BUILDING PERMIT h - 1++ Date / 3 20 L—T __J 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 any 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 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. 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) �rAve- Rd ,Pe A) s' !/96/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 'aIL/?,en),-ems (L a 4/U c f� Name of owner of premises 1424 aNd Ay-S, Lo y i$ ecud 1) i C,N/i a ID&-+E 6L- (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. 285 S- Z-ri 4X 4we �11 /2pa� Plumbers License No, !!! Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1InS 1I1a2; n1 � plac< � RFEN�eI�I N Y, t19NN House Number Street Hamlet County Tax Map No. 1000 Section 315- Block & Lot f J Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy U,,11 N P Cc, l l (A)P 1 111wr4 b. Intended use and occupan 3. Nature of work (check which applicable): New Building Addition___�( _Alteration Repair Removal Demolition Other Work r (Description)4. Estimated Cost Fee Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 7 Rear Depth Height Number of Stories 'Z Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 2y Rear Depth /y Height Number of Stories 9. Size of lot: Front l D© Rear lDD Depth (DC7 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 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 of remises of e 114 z b sK,we . /. p (� Address <rKeee+��...i1- NY Phone No. Name of Architect 14, Cce (ihg" Address 6kjdeVj,,, V1 Phone No 63t 2-24-37og Name of Contractor 714,rm 5c,0 Address eida N,Y. Phone No. 63t 3y.�=3(367 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO )( * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO Y * 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 ) Z-- TRE✓Ol2 T71C i yt S p t\1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named,id/ (S)He is the ( O klJ�12 6 c >LO 2 rCci t2 Al -/-{J/z- (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 applicat that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day o£ 20 0 3 T otary ublic Signature of Applicant JOYCE M.WIIKiNS Notary Public.State of New York No.4952245,Suffolk County Term Expires June 72, 4-003 .7p V F'�u � £ REVIYD 4- ' 23A3 !=T"%T NOTES, SPEGIFIGr4TION5 +E DET�4tL DESIGN LOA05 SROOF LOAD5: I. ALL GONSTRucnON TO 0ONFOR"TO AALL STATOc COVESD�N LOAD EAD LOAD " YFOR 'i 15 P5F-TABLE R301.]131 RESIDENtIAL LODE OF NYS.(PASS 31) O. KTP IfEtt. GONTRAcr ARE' RESPONSIBLE FORA TIG LOADS: '3. BVIY.DCR TO OBTAIN CERTIFICATE OF OLGLQA ) 'STORAE DO P5F-TABLE 4-1 A5CE IPA6E 13) 4, BUILDER TD LARRY NORKMAN5 COMP.INS.INS AS RE01REO BY LAWNON STORAGE IO P5F-TABLE 4-1 ASCE(PAGE 13) 5, ALL WORK 5HALL BE FULLY GUARANTEED FORAR AFTER C4.MUt`7 f- FLOOR LOADS: 6. OWNER To BE RESPO,Sl P FOR FINAL£4Rl-EOSTS AS REMIRED_D Dr CONTRACTOR ANY r 1I SLT W eA�Ul yI- �.T _ . ono IO PSF e. m To$TRiJGREsoNpsRa�Ie?F"�oRPORER Rvurosca° ro�inaLS I JI� --II V IL'••- LIVE LOAD 4O P5F-TABLE 4-I ASCE(PASS 13) T. ARCHITECT HAS NOT To RETAINED POR ANY NOS TO BE O ARCHITECTS ATTENTION ARISIATEC OT -- DEAD L __ \L INI (RASE 40) - _ . -______ Ill. 1451 'R' G• a � e:�•"1 UPLIFT:KID T: R9ol]�a RESIDENTIAL caDEOOF NYS TI SIRe H'cnrEVORr) 9 BITCH eRADE,nWAY PRaM BUIL.511m .i -- Wil.-IY7 TI- 'n' .. - ---__ - - - _ Ir.4 t, y1 Ui ---- - - - - - MA6EPTR NSTRICTION OPERATION SHALL SEISMIC LOADFROA AT A PA DE� �c,xTE6DrtrNc � i PPBEE ACEO AS oWIRB7 rRuc�ioH ro eE PlxorecreP. KSET�C°DAMASED SHALL BE REPLACED, FROM FI6JRE R301.2(2)RESIDENTIPL CODE OF NYS (PAGE 20) 5 ALL CURB•,SIDEW�AL EXGAI/ATION NOTES IJT F„ NAILINb SCHEDULE FROM THE AF 4 PA WOOD FRAME GON5TRUGTION MANUAL 1. FALL TOP sonools TO lo 5TOCK PILEDNTR�TOR TO Ar FOR ISE.ALL EO M 5T�FILED�AV COOPFOR FIEP LEVELS LLl < / f___ - _ _ _ -- _ ROOF FRAM N6 ONE 8 TWO FAMILY DWELLINGS (TABLE 3.1) rtuFv IAL NERVEDu PROCTOR peln n LIFTS 4 WWAw TVD To OF rAO4 SITE. ,ax 11 d OM T! U -_ - - -__ v �:TC `'i pl T DE GRIP ION O LOM ON 4 L5 x OF BOX NAILS NAL 5P �I�0 � rlRArilk 0 TOioP P ER b- tl - OJ PERT 3- OJ PER TER 3 R�I"' "T INd N 6 EARS TO BE THE DIAMTER C>GtaOI °'da-T ^ I tj -,,,, RIM BO RDO RATER ONO NAFOD 2- 6 3- IbD EACH NV SES I TEbR IbN &TEEL OF CONFORMiNE TO F51.WH A '�P Y 11 FISH I - _ _ � 1- It I R/ Ili DESCRIPTION J°I i!.O GTI x OF d W O OR 1 BOX ILS PER JO Nr O F PICAL COVER FUR ALL REINPORCIN&CMD BE THREE(7/INCHES �1{j`� OR BARS Pt- K'NNST EM1H AND T FOR MR5 PLACED ^ , LEILINS JOIST TLAPS OVER PARTITIONSO PARALLEL ER R 0 16o/c 3:13 A' AALL LMS LI ES TO ER PO Y(40) A 5VIAM / y -�y✓ Y. ^I MAX SPAN 36-0') 4,15 1] 3 ALL BM5 TO BE CONTIWbIF WLESS SPECIFIC LENSTM ARE SHO"Pr .110 RO AIR, \ �- / _ I �Oi'' 1`'•� 1.�'-.l�'11 T� I4., fL �=-f"I.I �G � ) I...l,�� IIX SPAN 364') 16' TIO I3 4H1GOgOV YWp� SN �AWe L " _ . THE 1{ .._ - \ __ FAT f2NT 1 / / �P G.7 (,T I� -TI" I ap T'Xi�� ,2 J C I WALL FRAMING 'I� I3 5 nu.PECONCRETE Vra°NRCIN6%eE SECLRELr FASTENED rD RE015r MavE i r Fm HN KASAIC OF -c5'? GOCj AVO.. OP TO TOP PESLRIACE NAI D •OF CO NAILS x OF 80� LS IL SPAG 6 COED HIRE OR ANY REINFORCINe CAR 6RIDD. MAY BE TOP PLATES AT I T ONS ALE IL 4- 'If SND TO$ PGE NA LFD 3-Ibd 2- 16G D4 Oc " NV1G5 ' ;i .,.��'L"�'1 l \\ I _ i Ti TO ILD - I _i �, 2 A^"LL IS'Pbsel,a ICRrkI RETE TO VE MR XNNMAIi P,`rs lEu.gv,ai+a'RWIx NOTE; BFLOOR FRAMING Isr, nNOJOIsr,ErL. 2-I 2-'6tl FErz 5' SOIL wl+omoDTVLwIFieOPRIORR ToFT,LoR4'LrlaN,NOTED, n JO T TO SI ,T PLATE,61 L 4- Q IOd .YJIST� WATER FPplT OR PROPERTIED IN CLOSE PROXIMITY TO BEACH.6ARA-' / �L BRIW tl6 INS TO.YJ ST OE NA D Z- 2- IC1tl E H WATER.EYC.TO PROVIDE THN'OPP" WITH TEST LADLE,DATA B1' Y4�E''e,Kx"' k,'-'-{= �' ,dl''Z ;pN'"; 3GYG) S.F; BLGCK iD TOP PL TE LEV OLK LICENSED dRC AIORFOTIFIED OTIN05IL TO 11C P O IL 31 JO T 4 BOTTOM CU EXTERFat FOOTIµ95 TO DE D'9' O%OjLI BI9,/JW DRAPE. -� 5. ALL FOOTIlI�TO RE°JT aN YIR6IN NIVi$IWBED•HILI -/ LZT L T NAI EO Dd -I R 5 b. STEP FOmIN65 POVN A6 REOUIREO VAIN"�STEcP POOTIN6S I Wn4 V • T�'[ !'�(<�. L:/B" h�G- 1 h, .b TO JOTS 3-16 dbd ST BE ONE V$4TIOA4Y TO TWD HpRIZOMALLY"dw nEVATONO L AWN - y, 8 JO T i0 TOP i L D - T. WALL FORMS TO REMAIN IN PLACE IN RALE B DMS MMroLM, �c \ LC( vG LI�A I-.ley' , z( rs ROOF SHEATHING D4. ��A�sE�NTRACT ���rNsc AM ENI!, BOR�H-.oR%auk,: T PANELS YWOOD 8tl 1 "a c WALL$A5 FiF911PeD TO RC915T WINE{AND CONDTRUCTON LOQ. ., GEILING SHEATHIN 10. ANIO KS ON 6N 6RAADE�AT joo't+AXI' D 01 cCONc PI'iREaw" `..d COOLERS IED n PRONGS SLEEVES IN POF OATAoN AALL9 A5 Rewma FOR ELECTRIC, sWAL SPHEAS HIND Dd loa 6 otl 1D Cp° {cRE"�'rEbiPATION Ti1ALLS 10EECAEm�rrYaNaLmlw,l+bo 0104EX �Taws, b---- LBO Sd LLt7 RS I FI D FONTAL TOINr55HN.L'LE'R ED IN VW.15 ;._._. ��,- ._. = _. ..__._ ._ _ ...___'__.._ _ ____- _ .� .__._. SFL OR P51JEATHIN6. IDQ 3 I4 OONGREl$PE Sr �AND F _ - 1 1 t!C . K�Rr M IEMIE'fIN IIiM t f 4p DF$I�S P.aR LESS. Tb 4011f.RE ELBAA[�D I 15 NO MPINVLS eNYJ1 BE PER111T/Ep WI11101T YAI'(R'N POMWNC 4 F90H Mf+INiEGr W: L� ASFHPf,T STRIP SNIN6lE5 SHALL HAVE A MNII-UH OF 51X FASTENERS PER SHM6LE 16, ALL FOmIW,TO M D'OR 6'PROJECTION Wl "M LT FGWjWRILIEYAtION Yl4[L 1 L�•IT�/_ tea �. I� ,4, � I C/ I - "I .-LJ -i` x,A. " �l U -t MINMM 12 SAME 6ALVANIMD STEEL,5TAIIEE55 STEEL,NlWIIH OR 0OPPER WITH h. ALL PRO'FO MN�IMH O'k BETYBkN fIXiTT�4 PPIOA PION H L, . .r'� PIAFETER HEAD ASTMF 1667,OF A LEWiTH i0 PETEIRATE THR0.KH THE ID. Nl^AICR BOLTS 70 CE}LDOKED}j'DIAFHtlY s IW LOW I D•"O'fi4 MDI, �^)+ -f?IJ�'a t IF 51EATHING 15 LE55 THAN�f•. ' ROOFING MATERIAL5 AND A MINIFLM OF+'Y'IMO THE ROOF SEATHINS OR j1IRO.riII .01 ONPH 2 AT EACH CORNER.P-W EACH WAYj. -FLRJ 1�O' ('��� �-� - ,j - BIRDER TO GONGREI'E'PIER DETAIL w. nLL FcuonnoN,MALLS Ar B,veMnN{sao T�CEITRINIYA/G�n WA7ErIPIiooPB16 4'1 ao `l 1, ALL 41000 5X45,MOGKNAS kokit t^s,Ora,IN coNtACT YPrN " ALL MALS,SMTS'XlvrS NANenc+f r wwwfoeS TO MAeOIR{/.LCIGRCTE OR 1764 100 ft&A 'PREriEM /REATBD H'yl 3 PRtivIrIE KUL r(RrtreeHle.D. Sux SEM ,waRlD wrXle PcwMgma J .n(s'��.�HeMiyL+ae eMoeas I 4- - „ I 051 MIN dTS�rD bE Mx FItR rro•DEo,PSMNN.I;DE ObBb PEt Ine6a ;I �'I'_ - NAILED 60 0 6 er .2 He ti fIrt Aexri bR baoo, �-�'eF >�'� 4 _ N�BOMEOI 1E INPILTRATION CMRIER TSI_ iNp V ..1 / ® " LOV{33RO WTTFH UDLe IN6 iA!!R 4 4EL011!X iyl -; �.17� 1 �-"- ^ ® b. A4PRL^.DB fiDOR9 T03DEE KTFOPP"Lev"TH TwDr NAND�w OL, Ti _ T N1 MALL*ORNER5 TO CE HIRE ST NMLEO W- M'O4. q /- .ly ....r r ��• -'--- D, HEIGHTS. ATTSAIPaRTEDT�ION5, P�mhor0x DOL am a.Lr,K v I RI rlJ? �\ _� H ALL CABETHEEP FLA ES4�Ce E BLED t r �W bd` ]LS ROC.LAP A PLATESAT GORIERIV) 0079"USEON5X0. TO V' mKAWY (2) x` \�.- .. � �,�„• `` - /r NO E GGGtl�-f-lff T �L TYPIGA SHAG UPLIFT �A6T GOO EGTION 13 FMHEAAVER5Noeoo LONG 09E DCLSLN Ki.'rtmR CONSTRUCTION. _ _... _M c 0 MIN"Im 6lG FOR JDI6T5,ffiAN5 t STBJS TD BE 7 V]'. __... ti� / 1 1 N PROM,,COLLAR BEAFFi AT RAFTERS M PER STATE l LOCAL COOPS. - - / CONNECTION INSTALLATION 15, PMNiAM,McRaLAn OR Ham WRucTLRAL FEMIER5 TOM A6 - -; MANIIFALTLREO EY T9 CORP.OR APPROY?D BWAL I6. STAIR TREAD SHA-L BE I Y4'TWCK 6LEM OAK,UNLESS NOTED 16, ALL CLR TRIM SHALL T B ECL MATERIA. E55 mNE115E N TED - \ ti V, DETAIL ID. ALL cLcsel'sHeLVes rb Be u.eM File ura`�L55 m1eRWW.,E ND.re 19 PRO•/IDE 6'INWP CTOTIQ5 ROD IN ALL CLOSETS --.__ - -_ iU„ . ,�OIJ�. L-1 , ��� IN5iJ4.ATt0N NOTE�J ALL e,trewoR WALu RaoF l naaRS ovER uloromolED svAce6' SHALL BE INSIIV.TED ALL INSULATION To ceTFIBBibLA.SS. BOL.FACE I% �' P N! M ^T.1•..a^ ��, 2 WTH FOIL ON HARP!SIVS CARE�KO15T1L NbM1ATION TO BE PROVIDED�N WALLS ROOTS ANEAKEF1 NOT TO TEAR, VAPOR BN'IRIER i ____ - , I I , I. F,fFC�L� \ GEILIN6 ARGLNO ALL 5ATMi0OH5 AND FECHAMLAL ROOF5. 44X1 '^« t i, wv/Ais A �RE 5 ovalr+zATION AS rER cwE AT ALL FarwnTloN WA.Ls 1c�1 ON EB0TIOdk �• 'lJ l- //� ( + / �- _ C TL- /., WINDOW AND NGtES' (- I /-- N,.)C. FI G�p�L`J O I. ALL WINDOY6 AND SLIDIALS bLA55 DIXK$TO BE VINfL L[Ap WOOD J WITH INSULATED GLA55,SCREENS t LOCKS AS MANLFACTMED BY ANDERSEN OR APPROVED E AL SIZES ANp TYPES AS INDICATED ON TYPICAL SUH28R ALLaI<TBLEssoTIERMDe1ETED, - (U 2. ALL EXTERIOR ,STAN TO BE EOaNL. I METAL,AS MANRAC'U,RED 11 BY BENCHMARK,STAWJ:H ppR TRIME SIZES LAID TYPES/S INDICATED DECK JOI5T TO LEDGER INSTALLATION ON INTERIOR BILLY WEATYEBESTRIPPED.LOCK6.OA 6Oi OTFIL,6H NOTBD. p/�r.� ����J/�p 3 ALL INTERIOR DOORS TO 8E 3/4"THICK,NS HOLLOW L NR FLUSH 01 ' / I 1'VST lV VFM1� GAIL BIRCH,UD N ALL DOOR JAMS ANp PAICKS TO 8E CLE/Jt PINE 9-m- Am 9551ARICAL T I LS ELECTRICAL NOTES A0URED BY TP.Ir r.7TR�I'(UR& (I „T - OR APPROVEV 6(i U& I. ALL wORK sHAu coMPLv-H1TH ThE NATIONAL FJ£cTnICAL coDE Axp LOCA-UTILITY La. W] 2. ON IEW WORK BASE BID ON 200 AHP SERVICE. 3 ALL WIRING YO BE OIK 14 AW6. 4. LOHVENIENLE OJILETS Tb EE ID•ANF.,UNLESS NOTED OTHERWISE. 5. E TR OA RwTGR SORB+TVEIE� T5 AS S FOR RHEOTDE /JYJ AIR 1' t ��[y� I MI G `�: I/ il' i+ ( r/ 1 •0• T. ELECTRICAL CONTRACTOR TO GOOROINATE WRH OTHER TRADES. CANpITiONINb SYSTEMS ry ��j ♦��0, ♦�wtcn -- ♦ �.••_ ,�- -_�.- _ H O,i • RLUI�IN* NOI1w ,:J 4 PLUMBIWi TO CONFIRM TO STATE AND LOCAL COPES. '/'/ fi=x l`�-TIIJ(a - -�_.-_-_� i '✓ " • • • 23'4" 2 PROVIDE SHUT OFF;VALVE5 ON ALL SUPPLY LINES,AT ALL FIXM . - / PAU 3 PROM TE ALL SLP PROOF 'Lr CITES II 1 l-�EI•� N 'LT I 1 I I�Y I-� 4. R20VIDE FROST PROOF HOSE BIBS N5 RD.KONI-MIWMIM 2 PER 1✓BY RESIpENCE OCCUPANCY I L 5 Al L.FJRNI TO ffi AMERICAN STANDARD,KLHLBR OR APPROVED C' CD GRO55-SEGT ON PAN ECLAL,RIRNI54ED 4 1N5TALLED BY CONTRACTOR .A m'j-1.1' ` t i USE IS UNLAWFUL LVAEND� SYMBOL W, Vaal-t L�crt r-� C°. C c - ' WITHOUT CERTIFICATE - EXISTINb TO REMAIN - DUPLEX REGEPrAGLE 3 -:LEIGTIaN BOX IN LEILI46 , 1 I q L OF OCCUPANCY -EXI5TIN5 TO BE REMP/ED GFI6 - DUPLEX RECEPTACLE W/6RXNV H YSD.o -HARD VLRED SMOKE DE EC OR ^•,�"' "' .. "11..1'Y L- LP'"i-I IC. L: X/y�TILI Ni y FAULT INTLRW(ER. - NEW 4"OR 6' WOOV STUD, 16"OL. PARTITION H1YSD.0, -HMD WIRED SMpKE DETECTOR ' - WITH h' GYPSUM WALLBOARD,BOTH SIDES MT - SWITCH a L.M 1 CARBON MONOXIDE PETEGTOR f.01'IBlY " _ UNLE55 OTHERWISE NOTE°. TT , ji _ APPROVED AS NOTED $ °'""ER5W1LM E'F,m -EXMA5TFAN m -OA5T-IN-PULE OONLRETE yy DATE: s D B.P.Y (] - 5/0" TYPE 'X'FIRED RATED SHEETROLK '+h3- THREE WAY SWITCH I� -ELECTRIC 6QRAFiE DOOR2 OPE4ER ". - FEE: /�• BY' •YY NOTIFY BUILDING DEPARTM.NT AT M� �{ p. 765-7802 $AM TO 4 PM FnR THE rte' G -G� r ` �' J i I I I n(1 ...� + --4 FOLLOWING INSPECTIONS; I t j*­ ,4,,. ! ,.,I l J. - � l"iY"�i L.,C71,I l � �4- ✓' I-,fA-)•� I,�/y"- NstE eu ,,I� 1. FOUNDATION - TWO RE"�UIPED { Haro Id �- bebadrd . _._ .. FOR Architect �� u c. ce drOWnky:' I 2. ROUGH • FRAMING i Ln-H' I- 1! 4. FINAL POURED RUQ EI _ - __ - North Weiiv400d AVenUeP� roP /�� y, y _ FwA4BING - ! - - !"lrchlte�. li _ '. - 3. INSULATION �'✓ ^,,,�IF� � 1(���- 36 L _ i �¢' - I I•`O BE COMPLETE -OR C , - �•T}✓,� �i'(�t�.' tndenhur5t, N.Y. 117�-I ALL CONSTRUCTION SHAI,, MEET TN �' I I � 631-226-3108 Ea + IV`' - REQUIREMENTS SDESIGN OR CONSTRUCTIONERRORS 1 FUVIIVNSrIALL ALL HEGARGN�YA ODGD.N9 YORK STATE. NOT RFSPONSIBLE FO MEET THE REQUIREMENTS OF THE I QF CODES OF NEW YORK STATE. REVISED NOTES S G f I ATI G ONS 4 DETAILS - 4-23 Os I M16N LOAM im;E�RAL NOTES ` ROOF LQADS: L ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODE5. SNOW LOAD 45 P5F-TABLE R301.2(5)RESIDENTIAL GODS OF N.Y.S.(PAGE 31) 2. THESE DRAPIIN65 Do NOT INCLUDE GOMPONENT5 NECESSARY FOR i DEAD LDAP - I5 P5F CONSTRUCTION SAJ°ETY. GONTRACTORS ARE 50LELY RESPONSIBLE FOR ATTIC, LOADS: 5UCH COMPONENTS. STORAGE 20 P5 -TABLE 4-1 ASCE(PAGE 13) 3. BUILDER TO ODTAIN GERTfFICATE OF OCCUPANCY(GO) -- . BUIL T A MAN'S COMP, INS, IN AMOUNTS AS REQUIRED BY LAW. y ___ �_- _---------_---.-----_-.---. s ti <.'i .1 NON STORAGE - 10 P5F-TABLE 4-1 ASCE(PAGE 13) 5. ALL WORK SHALL BE FULLY 6UARANTLEp FOR ONE YEAR AFTER G.O. 15 t55UED. FLOOR LOADS:- 6. OWNER TO BE FZESPON51BLE FOR FINAL SURVEY AND COSTS AS REGORED BY BUILDIN6 DEPARTMENT. i� LIVE LOAD 40 P5F-TABLE 4-I ASCE(PAGE 13) 1. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD 9JPERV15ION OR INSPECTION. { AD OAP---- --- ___ DE L 10 P5F A 8. DRAWL TO ED BY CONTRACTOR ANY DISGREPANGIES ON !. ./ WALL LC.}AE :3: DRAWINGS ARE TO BE BROUGHT TO ARC�fiITEGTS ATTENTION IMMEDIATELY ...�, (ice �. �"�^' DEAD PRIOR TO CONSTRUCTION, LOAD- - - 15 P5F 4. THIS ARCHITECT 14AS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWfN6 ONLY. iNI NL' LOAD - - -� S2o MPH ARCHITECT 15 NOT RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. FROM F4C:-f1R!~ 6 + (PAGE 40) yy� J• } _� �La� L }f[?I" f FROM FIOM- Kt3t^;7t4r �'E5IDENTIAL CODE OF NY.5.(PAGE 30) _ SI'T'E MOTES► 1f 1�' I IPL I F r• -___�___._...._ rWND EXPOSURE TE6ORY i 6R AVE AWAY I" _7--.- !`"ti X.! I -f U x, >I t`ROM-AF i PA WOOD FRAME C TRfk f h iH MANUAL A 2. PITCH DRY 0ELL5 AS RECORED. 3. ALL. TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. �FE 15M I G LOAD: ---- GATE6C7RY C, 4 ANY LA.ND�_,f'APING DAMA6ED BY CONSTRUCTION OPERATION SHALL BE REPLACED. AS REQUIRED. 1 I FROM FIGURE R301,2(2)RESIDENTIAL GLIDE OF N,Y,S.IPACrE 26) 5. ALL CURBS,SIDEWALKS,ETC.DAMAGED SHALL BE REPLACED. S�.IriGL/VI. .n 41 i TION NOTES -"�... NAILINb EXCAVATION I, EXCAVATION GOWTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES r11�F.y) " FROM THE AF d PA WOOD FRAME GONSTRUC,TION MANUAL WN TO SPECIFIED LEVELS. 2 ALL TOP 501L TO BE STOCK PILED FOR FUTURE USE. ALL EXCAVATED GOOD W FOR ONE TWO FAMILY DWELLINGS (TABLE 5.1) MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED ----� .,e--_,_. _._ --..------- .------...._. _. .. M , �f� ;. MATERIAL AND UNACCEPTABLE MATERIAL TO BE LE6ALLY REMOVED FROM 51TE. 3. BACK FILL SHALL BE PLACED IN 12' LIFTS 4 COMPACTED TO 45%OF / "xc), ROOF FRAMINGMODIFIED PROCTOR DEN5ITY. r:. � ._' '"." INT DESCRIPTION #OF COMMON NAILS #OF BOX NAILS NAIL SPACING /��/ ��,�r� n_...._._. _.,I .. �` RAFTER TO OP PLATE - - IOd R RAF REWOR INSP NOTES LL DOLL TI TOR R 6-bd 6- IOd R I f I I # BLOGKIN6 TO RAF TOE NAILED 2- 2- fOd EACH END 1. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED !I I " ' ' y ! t4 RIM BOARD TO RAFT NAILED 2- I6d 3- I6d EACH END INTERI•EVIATE GRADE NEW BILLET STEEL CONFORMING TO A5TM A G ILIN6 JOIST JOINT CTiON QUI T 615&RIaDE 60 HAVING A DESIGN STRENGTH OF 60000 PSI. FOR BARS PLACED A&A NST EARTH AND 2" FOR BARS PLACED JOINT DESCRIPTION #OF I6d COMMON OR 40d BOX NAIL5 PER JOINT 2. TYPICAL COVER FOR ALL RENFORGIN6 BARS BE THREE (3) INCHES NAX,G JOIST '0 PARALLEL RAFTER O I6"o/G 3:12 24 AGAINST FORMS UNLE55 OTfiERWISE SHOWN. (1fAX.SPAN 36'-0") 4:12 22 3. ALL BARS TO BE CONTINUOUS UNLE55 SPECIFIC LEN6TH5 ARE SHOWN. `.\ �� . ..,..,c......_..,.- ' _ ;..M_�• .�._..._._._ _______�'__ I •` � -- 7:12 13 A. ....__.J7 _.__ ALL SPLICES TO BE FORTY(40)BAR DIAMETERS MIN 7 CtILINb J015T LAPS OVER PARTITIONS O lb'o/c :I 24 4. WELDED WIRE FABRIC(INWF) TO BE 6" x b"SPADES,#10 x #10 GAUGE l ;"t -i' '' 4' {MAX SPAN 36'-0") 4:12 22 WHICH SHALL GON515T OF GOLD DRAWN MEMBERS HAVING AN I t 1 •� 7;12 13 - ULTIMATE 5TREN6TH NOT LE55 THAN 10,000 P51, WWF TO BE PLACED I � r !• \ _l -" M1f �- �. WALL FRAMING 5. ALLAS cREINFORGIN6 TOWN ON THE BN. ESECURELY FASTENED TO RE515T MOVEMENT 1 Gx / 3`: ✓,> �c r,r 1 I JOINT DESCRIPTION #OF COMMON NAIL5 #OF BOX NAILS NAIL SPACING DARING CONCRETE PLACEMENT. 6. WELDED NITRE FABRIC OF ECII IVALENT STEEL AREA MAY 5E TOP PLATE TO PLA AGE NAILED 2- Ibd 2- I6d PER OOT 51TS7SIfED FOR ANY REINFORGIN6 BAR GRID �- TOP PLATES AT INTERSECTIONS AGE NAILED 4- f6d 5- !bd EACH 51DE ;l<I / _-•--_,- _._"--,»_._.__»+_ w,____ ,� �=__._ ) .� : .' rte ^. ",.. p '' STUD O STUD AGE ILEO 2- Ibd 2- 16d 24"o G Vv1�/ 1�/ 1 i�5 TO NAILED) d b o/G O ED6E5 *' �• Y' r ' + � 'I r T TTOM PLATE TO STUD ND NAILED 3-Ibd 3-40d PER STUD I. ALL CONCRETE TO 13E f G = 3,,000 P51 O 25 DAY5 UNLE55 OTHERWISE NOTED. BOTTOM PLATE TO FLOOR !(71ST,B JOIST,ETC 2-I6d .2 I6d PER FOOT 2. ALL EXP05ED CONCRETE TO BE AIR ENTRAINED. L FLOOR FRAMING 3. SOIL VALUE ASSUMED AT =-2 rGNS PER 50.FT.AT DEPTHS NOTED. "ST TO SILL,TOP TE,61 D T NAILED) 4-bd 4- 10d PER JO T 501L CONDITIONS TO BE VERIFIED PRIOR TO CONSTRUCTION. ! _ WATER FRONT OR PROPERTIE5 IN CLOSE PROXIMITY TO BEACH,CANAL, BRfDGING/BLOGKING TO J015T NAILED 2-bd 2- IOd EACH ND WATER,ETC.TO PROVIDE TH15 OFFICE WITH TEST HOLE DATA BY f4 BLOCKING TO SIL OR TOP A pE 3 I6 4 Ibd EACHBLOCKLICENSED OR CERTIFIED 501L MECHANIC. LEDGER 5 IP TO BEAM AG IL 3-I6d 4-16d EACH JOIST 4. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0" MINIMUM BELOW GRADE. 5. ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. / �;; .• �_a C 1 JOIST ON LEDGER TO BEAM OE NAILED 3-8d 3-IOd PER J015T BAND J015T TO JCkl5T RAILED) 3-Ibd 4-Ibd R J015T 6. STEP FOOTINGS DOWN A5 REQUIRED, MAXIMUM STEP FOOTINGS SHALL .� -i gs2 + ,• / %/ l ,.'i BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS GHAN6E. ' r- J015T T© L TO P tL D 2-I6d -I6 R FOOT m e�FT. WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM, _. �__T ,.� ,, .. -_.-,_-_,.»..__�_ _ ______- I t � ROOF SHEATHINC7 B5 ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EGIUAL. ». .�_ _ - _ -,. ... _�_ ,_. _____ w... 5 I I B. CURE AND SEAL AL SLA 6 4. CONCRETE A5 CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL -...,_ _y__.. __ .__,_., .., ....,__ I -,. �+'_F_. ._ .- !. r" STRUCTURAL PANELS YWOOD ad lOd b"O/G WALLS AS REQUIRED TO RE5457 WIND AND CON5TRUGTION LOADS. T U � \ GE I L I NG SHEATHING 10. PROVIDE 5ANED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS f �r, / ✓ i ( ✓ AND WALKS ON GRADE,AT 20'-O'MAXIMUM IN BOTH DIRECTIONS. :r .4 _I M� I ,1• GYPSUM BOARD 5d COOLERS Sd COOLERS EDGE 10"FIELD 11. PROVIDE SLEEVES IN FOUNDATION WALL5 A5 RE(WRED FOR ELECTRIC, I I PLUMING MEGHAfN1GAL,ETC, COORDINATE WITH OTHER CONTRACTORS, WALL SHEATHING DRANIN65,A&ENGIE5,ETC 1 y \ 5 TURAL PANEL bd fOd b"o/G 12. CONCRETE FOUNDATION WALL5 TO SE CAST MIONOLITHIG, WO 5 YWOOD GYPSUM WALL BOA 5d COOLERS 5d GoOLERS "EDGE O'FIELD HORIZONTAL JOINTS SHALL BE PLACED IN WALLS. FLOOR SHEATHING 13- ALL EXPOSED CONCRETE 5LA55 TO RECEIVE ARCHITECTURAL FIN15H AND .r -_._. ' I 1 y' r " ti n� SCORING A5 PER PLANS AND 5PEGIFICATION5. STRUG PANELS YWOOD bd IOd 6 EDGE 12 FIELD 14. NO CONCRETE OR MA50WY SHALL BE PERFORMED IN TEMPERATURES 40 DE&REE5 F.OR LE55, NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. NO ADDITIVES SHALL 13E PERMITTED WITHOUT WRITTEN PERMIS51ON FROM ARGHITECT. �`' �ry G%# -T'+ ;`, {li - y �, " C -►'- `� ��"� I �r -"� G� �7 , S 3 ASPHALT 5TTRIP 5HIN6LE5 SHALL HAVE A MININ-l0./M OF 51X FASTENERS PER 5HIMGLF Ib. ALL FOOTSNfGS TO BE 8"OR b"PROJECTION ON EACH SIDE OF FOUNDATION WALL _ __..:. _,•_.__..__�.. ...._ __ _..__ _ ..�__ , _.__ _ / \ # `� `,`\�.�!kit _ MINIMUM 12 6A06E 6ALVANIZED STEEL,5TAINLE55 STEEL,ALUMINUM OR COPPER WITH MIN. (2)#4 REBAR5 CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLANS). �` "- _ \ \� MINIMUM%"DIAMETER HEAD A5TMF Ib6-1,OF A LENGTH TO PENETRATE THROUGH THE 11. PROVIDE MINIMJM 2"x4" KEY BETWEEN FOOTIN65 AND FOUNDATION WALL. Sj I �' f ROOFING MATERIALS AND A MINIMUM OF N" INTO THE ROOF 5-EATHIM6 OR THROUGH I `,1 I j tti~♦ ! � �,,,y,•-" 18 ANCHOR BOLTS TO BE HOOKED 6'DIAMETER x I'-O`LOiN6 O 6'-O'OL.MIN. 1 ! I ' I , \ IF 5HEATHING 15 LE-55 THAN!I", (WITH 2 AT EACH CORNER 1'-0"EACH WAY). 1 *. + � "' I4 ALL FOUNDATION WALL5 AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. GIRDER TO PIER DETAIL G Y NOTES `I 1. ALL WOOD SILLS,BLOCKIN6,NAILER5,ETC. IN CONTACT WITH i ( I ` s S I' MASONRY,CONCRETE OR 501L TO BE CGA PRE55ME TREATED. wr _ �" �� /' 2. PROVIDE ALUM, TERMITE SHIELD t 51LL SEALER AROUND ENTIRE PERIMETER. �"i I ; � G•> -.�•- i. � ` ,� �,i' _ ;.;-'` 3 ALL NAILS,BOLTS,JOISTS HANGERS t FRAMfNb GONINEGTORS TO / BE HOT-DIPPED GALVANIZED. s t } it 1 1 { f q'' ✓// 4. ALL JOISTS,RAFTERS,HEADER5 4 GIRDERS SHALL BE DOW FIR fb 850 7��� I r „ y* s r v' P51 MIN STUDS TO BE MIN.HEM FIR Fb 650 PSI. n f ! \ .- 1, 71 Gx.°� L j' R > / 4%" 5. AL 5HEATHiN5 SHALL BE 112"DOUSLA5 FIR EXTERIOR GRADE PLYWOOD, Cr.; .s �\ O' 4 -fly, ,fi` NAILED bd O 6'OaG.2 fNTERiOR ti INTERMEDIATE BLOCKING POINTS. f • " frYt L ` PAPER OR GELOTEX INFILTRATION BARRIER \. �~' PROPERLp KITH 4 SEALED. j 1 4 ✓' t ,I "hp f' ____ ----- 5 0 6 D.G. b. AL SUB FLOORS TO BE 3/4` PLYWOOD NAILED WITH TWIST NAIL " I A� ( _ \ » ?. ALL WALL CORNERS To BE MIN.3 STtiU5 NAILED I6d - 12'OL. y e I I 1 e+ti e. 1�ifi„ S b HEADERS,TRIMMERS Z JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK f""-` BETWEEN J015T5 UNDER PARTITION5. BLOCK STUD WALL5 O 1/2 STORY HEiGHT5 4 AT UNSUPPORTED EDGE5 OF PLYWOOD, f f �' 9 AL CAP PLATES TO BE DOUBLED ! NAILED WITH I6d O I2"O.G.LAP GAP j T i r PLATES AT CORNER. I � •. .. � _ � �� -.-�--..•--•. .. �,..,..M-. - ASO•P�IRY Io. Rs OVERDOORS AND WINDOWS UP ro 3'-0" f^NDQ TO BE (2)2x6 POR OPENIN65 3'-0"TO 5'-0'USE(2)2x8,UNLE55 OTHERWISE NOTED. �f I - MIW BEARING FOR JOISTS, AM5 E STUDS TO 13E 3 1/2 �•�. : �-r�L IFT ,G,�NNEGTIOf�.� ;�; FOR HEADERS OVER 5'705"�u5E DOUBLE JACK STUDS TYPIGA SHAG UPLIFT % �'' 1 �y 19. PROVIDE SOLID HRID61N&MAX,b'-0"O.G. IN ALL FLOOR CONSTRUCTION. �..,... *�� 14. PROVIDE COLLAR BEAMS AT RAFTER5 AS PER STATE t LOCAL CODES. k CONI �TCON INSTA� L OTIC I S5. PARALLAM,MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED BY TJI CORP.OR APPROVED ECTAL. �+ U * 16. STAIR TREADS 5HAL BE I Y4'THICK CLEAR OAK,UNLESS NOTED. 11. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWI5E NOTED DETAIL Ib. ALL CLOSET 5HELVE5 TO BE CLEAR PINE UNLESS OTHERH15E NOTED. IG. PROVIDE W4" WOOD OL.OTHE5 ROD IN ALL CLOSETS. INSULATION NOTES I ALL EXTERIOR WALLS,ROOF 6 PLOOR5 OVER UNCONDITIONED SPACES t s1P SHALL BE INSULATED. AL INSULATION TO BE FIBERGLA55. FOIL FACE s s WITH FOIL ON WARM SIDE. CARE 5HOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. 2 ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND ' 1 CEILIN&AROUND ALL BATHROOM5 AND MECHANICAL ROOMS. ;•"•+ ✓ I ^ 3. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. i / I // l 4. R-VALUES ARE SHOWN ON SECTIO " "! } `/Y 1">i , ' t y J.� �."_"'_. f `"""'/ ,.. •,..," _. .-. f'C_-�" " Y i �F--•"'• _._.L, jkiL�•i i J t'$'" NLS. wrrDOw AND DOOR NOTES r I ALL TI H I#NSULATEDA GLA55,15CREEN5 it OCK5 AS MAVINYL NUFAC URED HOOD l BY�,, ✓ .N i t I 1 ( E ) ANDERSEN OR APPROVED EQUAL 51ZE5 AND TYPES AS INDICATED ON \ / PLANS.UNLE55 OTHERWISE NOTED. TYPICAL SUH28R 2. ALL EXTERIOR D005LE2 UFACTURED BY BENCHMARK,STANLEY OOR EQUALBE L... 54ZE-5TED TAND TYPEAL,A5 S A5 INDICATED ON PLANS, FULLY WEATHER-STRIPPED,LOGK5.UNLE55 OTHERWI5E NOTED. / DECK JOIST TO LEDGER INSTALLATION FLUSH 3 BiRGH,U.O N.ALL COOP AMS AALL INTERIOR DOORS TO 13E 1 /ND THICK, TO 13E CLEAR PINE. f POST AW. AOR DETAIL t I I s �„L �.�p�� �/yOM I ,mpg `M EGOAL NOTES AC� BY US S l i�y�/{y RAL yy�q;�/1 - OR A F"I�R NW E O AL 1. ALL WORK SHALL COMPLY Y41TH THE NATIONAL ELECTRICAL CODE AND 1 W2 ILITY CIO. 2. ONGNEW AL �WORK BASE BID ON 200 AMP SERVICE. I r 3. AL WIRING TO 13E MIN. 14 AWG, ENIENCE ETS TO BE I&" A.F.F,UNLE55 NOTED OTHERWISE- • 5. PPROOVIIDE&ROUNDLFAULT INTERRUPTER OUTLE 5 A5 PER CODE. ( �M��l �" / "�y j � • b. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR GONDITIONIWG SYSTEMS. • 1 ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES H 2 •' •• ' PLUI ,iINb NOTE$ 4c "H • • 1. PLUMBING TO CONFIRM TO STATE AND LOGAL CODES. „ 2. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINE-,AT ALL FIXTURES. 2 a 3 IW -ATE ALL 5UPPLY LINE5. PAU / 4. PROVVE FR05T PROOF HOSE BIB5 AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. f ! r1 yam' ">y/��/ GRO55-SEGTION I PAU L 5 EE00JAL,FUPPNN15HED 4 IN5TAL ED BY CONTRACTOORR. OR APPROVED 1 LE&END/ SYMBOL 1 G rw I S - EXI5TIN6 TO REMAIN - DUPLEX RECEPTACLE - JUNCTION BOX IN GESLIN6 y�/'r'�'" 10 1 I I i I �3 I l i A i °4 °F'"' {w Y:•"t� r �y I'., f' �C<`. �j y� I" .afl i,. - d da } EXISTII46 TO BE REMOVED 6Fi d - DUPLEX RECEPTACLE W/GROUND H.W.S.D.O -HARD WIRED SMOKE DETECTOR w•. . . �.....- -.�"...�, rf, ` ,e S FAULT INTERUPTER NEN 4"OR 6" WOOD STUD 16" O.G. PARTITION - 6YPSUM WALLBOA BOTH SIDES C� SW TGH KE DETECTORO -•, � __._,,.,,�_,...___ UNLE55 I MO-HARD NIRED NOXID DETECTOR COMBO WITH 5" RD BO • """`"'""' ',•� 1 OTHERWISE NOTED. CAST-IN PLACE CONCRETE - DIMMER SWITGf F.0 T -EXHAUST FAN -- 3 JAI- l 12003 I r I 5/b" TYPE 'X' FIRED RATED 5f-Cf- + j THREE WAY 5 TGH s /�/ -ELECTRIC, GARAGE DOOR OPENER date: '�W {-.�° •� r _ _ �-�-- drawn by: 3 North Wellwood Avenue, e" ` Lindenhurst, N.Y. 11-75-1 W�o job no: FAX 226-3088 { , HE6ARGH�YAHOO.GOM ON9 no _ 0F