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HomeMy WebLinkAbout39316-z ibor7 — 31. —i8—q . 3931A ' GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION �,^ �y _ 1 GFNFRAL, ALL WENT TO BE COMPLETED IN ACCORDANCE WITH THE DOWN or SOUTHOL❑, NEW YORK, BUILDING CODE AND w I ` Y'N - ° - flLg - Cap _Pm CONTRACTOR N 0 T E S Ge°emI Nates: W1� All studs to be SPF R o [o he Douglas far wood construction - latest edition, B ALL AREA MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STOPED IN A D A-� » REcu EST OF ALL OTHER AGENCIES HAVING JURISDICTION BOB 2 or better, and all other structural wootl uglas far /f2 ar better z F RF sAFETy ASSOCIATE pp rA�p 2. All str,,Lurol wootl shall he In acs rdonce with the notional design specifications o 11JJ1]CI[111:il ninr+leWn .wT.nlry• cwXN GENERAL NOTES: 3. Nodur schedule shall be an accordance with the specified code C ALL MATERIALS TO BE STORED IN AN f1R❑ERLY FASHION sswnsbn T Pre-monufadturetl trusses ❑ ALL FLAMMABLE MATERIALS TO BE KEPI TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACiuRIiR'S CONTAINERS. SUCH PfOfl6 As1vm7 1 ALL WORK SHALL CONFORM TO TI{A REQUIRRoCcal OF THE TOWN Or SOUTHOLD, SUFFOLK COUNTY, IJCW YORK. BUILDING CODE o All trustee shall be shapedan shown on amMteCOAl crow sections MATERIALS ARE TO BE KEPT AWAY FROM (HEAT, WNIMmPIpIIE°[IVNIMYrIk :IVR War: INCjdiA'io% FIRE DEPARTMENT FULLS AND REGULATIONS, UTILITY COMPANY REQUIRCIMENTS, AND THE BEST TRADE PRACTICES b Trvssss arall hear o hose numbeF and mholl be monufocLurod by o registered manufacturer E ALL FLAMMABLE MATERIALS TD BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, ftGWIII BEFORE COMMENCING WORT(, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5 Erect and brace trusses In Immudonce to truss plate Institute recommendations F ons. rrleLL.xluxxl�M.xa ue. BUILDINGS, OBTAIN AL1. REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT Or BUILDINGS, OBTAIN ALL REQUIRED PERMITS, , ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE E%POSED CONDUITS 2 , AND PAY ALL FEES REQUIRED 9Y TI{C GOVERNING 600Y OF THE TOWN OF SOUTHOLp, NEW T0121<, AGENCIES G Plywood All plywlod G ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS R[ s jr - REQUIRED FOR PROPER CONSTRUCITDN OF ANY PART Or THE AD a. All pNywootl shall be m accordance With the twng o American more spanood Association grafi (APA) r APS GDanss CONTRACTOR, AT ALL TIMES, i0 ENSURE 1fHEPE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE TIdeas� HAI ps or, apad Gruen s rapabing the 3, BARRED DETAILS NOT USUALLY SHOWN' OR SPECIFIED, BUT REQ IR b Plywolod sheathing slmll be continuous over two ar more spans with grain m face plys ocros supports t ngemen Ls rASSOCIATE SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, corpovotior: or equal, GAS f0 BE USED DUPING CONSTRUCTION LI.C. N, are Nt part shrtyall of 0,0.10 d disclosed LLC. Na port Nermf sh II be copied, disclosed h THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHDRIIIES, AND OWNER, 7 All sills sholl be pressure preserOODS, treated (,4 PST Learned) SYR R] or Ford, 3 DUST CON BROL to others or used In m nes Llon with any war, or pr°1ecL Lher Ih°n for which they hove Jaen 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THC PROPOSED umber B Design values prepared wlLn,,L wren ittconsent CONSTRUCTION AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR a, m Fmiing LDF (north) N°. 2 or better A, DEBRIS, RIFT ADD DUST TO pC KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. REMOVAL TASKS 111E CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY E = Lumber a 451 B, CONTRACTOR TO ISOLATE CONTRUCTION ARCA FROM DCCUPICD BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OF DURING FITC EXECUTION Or THE WORK TO = 95 PSI C HEAVY DROP CLOTHS, 6 THE CONTRACTOR SMALL LAT OUT 1115 0`I!N MORN, ADD DIALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Her - 625 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED LIP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC 9. Design values. ACCUMULATION, 7 PLUMPING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN TI{ETR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a, Dominated Veneer Lumber (LVL). E = 1 ,900,COO PSI 4, NOISEFTFF HOURS THE OCPARTUr.Nf OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS Fvr = 285 PSI e ELECTRICAL WORK SHALL BE PERFORMED BE PERSOPIS LICENSED IIJ THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fm = 2600 PSI A CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: al i0 GPM, MONDAY i0 FRIDAY. THROUGH TLE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERIMITS, INSPECTIONS AND REQUIRED SIGN OFFS, B EXCEPT LEGAL HOLIDAYS DEERKOSKI ARM & KEHL ASSOCIATES I.I.C. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTES TO `WORK OTHER THAN REGULAR HOURS 9, FITS coNTRacrOR SHALL DE AL1. currlNc, PATCHING. RESPOND As REQUIRED r0 PERFORM ALL or ITIS WORK INDICATED ON THE DFERKOSKL ARM BE KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT COVERING THE CONSTRUCTION OF THIS DFAWIIJGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. BUILDING, THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCIION OPERATIONS WILL NOT INVOLVE INITERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER, 14. ALL PIPING AND WIRING SHALT. BE REMOVED TO A POINT OF CONCCALM EIJT AND SHALL BE PROPERLY CAPPED OF PLUGGED A HOLD HARMLESS AGREEMENT BCIWEEN THE OPPOSING USER AND DEERKOSKI, PRM k :(CHL ASSOCIATES, LLC, CONSTRUCTION WORT( WILL BE CONFINED TO THE WORK ISSUED, AND WILL :JOT CREATE DUST, DIRT, OR OTHER SUCH THE USER SHALL IN FACT AGREE TO HOLD DEERI(OSKI, ARM k KEHL ASSOCIATES, LLC. FORMLESS FOR ANY RESPONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS, it , ALL DIMENSIONS ARE ESTABLISHED FROM TITS FINISH LEVEL OF THE FIRED FLOOR VARIATIONS TO THE HEIGHT Or THE FINISH REGARD i0 CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OF PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND LEVET. OF FILE FI^n51 FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAN ASSOCIATES LL0. NO CONSTRUCTION PROGRAMS IN CDMNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE INIP THIS HEIGHT IS APPROVED, ARISING FROM ThIE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES IWORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE _ ` i G RE WORT( WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKO51(I, ARM h I(CI{L ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THC PLAN USERS FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAIFEFI OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE tc, T11E CONTRACTOR IN COORDIAA IN T CARRY OUT THE N'IOR( IN ACCORDANCE 4ITI1 THE DRAWING OR CONTRACT DOCUMENTS, PROPERTY EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ADELMAN THAT THE CONDITIONS UNDER WHICH THEY WILL BE RESOLUTION REQUIRED TO ACCOMPLISH THEIR WORT( ARE SAFE WITHIN GOOD SAFELY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFFT( AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORT( BY A CONTRACTOR WORD sol 13, THE CONTRACTOR WILL COOROINAIE THE BEGINS AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORT(, AND SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILIT', FOR ACCIDENTS OR DAMAGE IF UNSATISFIED, THE HC WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS, DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NJECESSARY, OR RENDER SAFER( CONDITIONS PER LIFE AND PROPERTY AS ARE TI{ESE CON57RUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY ETHERS. ALSO, T11E CLIENT RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 14 , THC CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT Or ELECTRICAL, PLLMBAJG, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM As KEHL ASSOCIATES, DEC, HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMVMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAT( ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUc TURC ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM:, LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER, THE BEGINNING OF WORT( SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS RESOLUTION ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THC PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMCM. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOI(E ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE FEDERAL, AND LGCAI. CEDES CLIAIAFC AND GEOGRAPHIC DESIGN CRITERIA GROUND V'ARID SDSMIC SUBJECT TO DAMAGE FROM WINTER CE SH:Em ROOF DRAINAGE CALCULATIONS: µ DESIGN FROST LINE DESIGN UNDEBL AT FLOOD WIND CXP OSW PE LOAD PEED m It CATEGORY WG.ADBRING OCP TII HAMATE DECAY TEMP TIENT RE UTA EO HA 2ARD5 CATEGORY NO/ (Mph) _ E To HEAVY aGni TG M1DQSR�-E A. 1981/ 998 20 ROOF ARCA = 2482 SUN DESIGN CRITERIA PREswwmE DCS:GN Mwudled umr°BM DISTRIBUTED LIVE LOADS (m oraea°r n, P=r eP ° fast) /� a 2°V = A x E C USES(°) AND OCCUPANCY CLA55:FICeDON(°) USE LIVE L°"° DEAD LOAD NOTE: Bottom of Lowest Structural Member - 74' "q/" = RAINFALL = .I7 f1 DBE °`°DP"NGY `XTE"'DIt BALCONIES °° 10C the Accessory Structure to be at Elevation 8'-0" V- CREEP1; A LOG667 = 5717 Gf REsmENn AL R-3 DECKS (I) ao 10 = TYPE OF CONSTRUCTION (CHAPTER O) PASSENGER VEHICLE Cu. rT / 22,14 BULL/ VERTICAL ET 256 Vrlc GARAGES (a) s0 (a) 1D USC (i( 6' CIA. POOLS 3'-O" DEEP = 6702 OF Type GROUP PTTs wnx°m STORAGE (bar) 10 1D -- v B ATTICS WITH STORAGE Ca) 2D 1O ALL LEADERS ON ADDITION E BE PIPED TO NEW PROJECT, 6' CIA X 3' DEEP LEACHING POOL WWII TRAFFIC HEIGHT AND FIRE FPGA R°G S OTHER THAN SLEEPING ROOMS ,ID - BERMAN HEIGHT TIRE AREA BEARING COVER BERMAN sEERmc ROOMS 30 1D TUERS BIGHHE ienc"i oisrnxce srnmm 4Q (J 1D THIS ISA PRE-EFF AC PROCURE WITH NO GIT RUNS RESIDENCE ALL ROOF RUN-OFF Is coNTnwEo DIv SITE As IT RUNS R FROM GRADE PLANE TO UNLIMITED AREA OFF THE ROOF ONTO THE SAND AROUND THE BURNING THE AVERAGE HDGHT F STORY GUARDRAIL AND HANDRAILS (n) ADS (c) 1O OF THE HIGHEEI ROOF As PER TABLE 308 520 RABBIT LANE SURFACE - 1b-P ' AS PER SEGRG SOS or ROOF 3O 1D THE BUILDING CODE DF EAST MARION, NEW YORK NEW YORK VALE - a) ELEVATED LOAD RAPFt1Eo0o ERSA 20 BsougNE-INCH FASUPPORTING EgPO Rn rvc A z,DOO- TOTAL FAULT FROM RIDGE TO GRADE b) Na sr°RAGE WITH R°DF SLOPE NOT OVER 3 UNIT IN lz ux:Ts, LUMBER SPECIES AND GRADE A INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES. WHICHEVAR PRODUCES THE GREATER DRAWING TITLE. ALL FOUSC FORM NG MATED AL DOUGLAS FIR - LARCH !I2 AND BETTER STRESSES ALL EXT DEAR FEARING MATERIAL Cl Nc PINE qz AND BETTER °) ACCORDAN E WillSECTOR8802,101 'Russss sxnu BE DescncD w GENERAL NOTES A SEE scone" RE02 2,1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE RADA 2 MINIMUM SPECIFIED COMPRESSIVE SHILNGTH OF CONCRETE SET' ISSUED FOR: DATE WGAR�­ NA AREAS OF STRUCTURE cmlp dollars C SIA ON SPECIFIED TREW C ITV (a) (to) L SPACE NA TYPE °R L°CAnaN OF CONCRETE CONSTRUCTED wE ATHER:Nc pm[xn ITL .IENT NA SEVERE (h) FLOOR 343 sa It N° FLGGR NA BASEMENT WALLS. FOUNDATION5 AND OTHER FLOOR NA CONCRETE NOT EXPOSED TO THE WEAPON 2,500 (c) A BALCONY Nn FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREIGENTS or THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME NO lz, z0o NA BASEMENT SLABS AN INTERIOR SLAB DN CONSTRUCTION MANUAL RATES) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HI GFI WIND EDITION, PROJECT NO' HOUSE a NA BRIEF. EXCEPT GARAGE FLOOR STAGE z'S°° (`) © COPYRIGHT 2011 D AN ASSOCIATES. I I C BSP-zD13 HOUSE I NA NO SUBSTITUTIONS ]PAWN BY GE NA NOTE ALL ROOMS MEET OR EXCEED THE NYS STANDARDS HND FLOCK PLANS AND BPVABCIVS DAF PRO1EClE0 ATTIC GARAGE a NA BROUGHT WALLS FOUNDATION VO TE EXTERIOR WAILS AND FOR THE NATURAL LIG{T AND VENTILATION REQUIREMENTS. AR rmming HOrtl Inde Shown om These plans, BDK 010ER fEOEPAL COPYRCNT LAIV DF NEWs ROOM NA OTu[R vERTICAL corvexeTS woRK [xpoeED To n¢ w[ATHER 3p00 (a) Unless Otherwise Intllemed, Is 5lmpson Efmn9- pLAIVE NdY NVT BE AEPROOUC[O N1IHOVT P5 . OE[P POP eHF.CKF.O 0vENED PORCH NA ALL SIMPSpN HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITYTle, ND SubsFitutions are Apprmved Dr Au[h°Iiied, WR iIEN AUINORHA1 ON yT o JJD ERN DccK NA EQUAL To OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, ALL PLANS AND DESIGNS ARE THF SOLE PROPERTY OFEry 0EON NA Poace[s, cnep°Rrs AND steps rxppsSD m 3 Due t° the Relationships of Rlammg ALL OAK ASSOCIATES, LLC - T • Wu morv: PGecH es eM n, RE THE WEATHER, AND GARAGE FLOOR SLABS Doo (e) SHEATHING NOTE Lo the other Components of the Structure, y THE RIGHT 10 BUN ONLY ONE SIRUCT RC PREM DUE NA & k ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions wdl Render PLANS ISJIMSEDEXCW �`-e LIELY10TOBUYER, G1 SIDE POflcn ADGIT:DN PAPER ASSOCIATION (AF PA) WOOD FRAME CONSTRUCTION MANUAL (wFCM) FOR ONE AND TWO These Plans Null and Vold, and will Result in the Dz2 post HOUSE/ CABANA NA FOR SL 1 POUND PER SQUARE INCiI + 6 995 NP° FAMILY DWELLINGS, 2081 SBC {IGH WIND EDITION, Inscaller / Contractor Assuming Responsibility for Acceptance 01 [hope dmwfige does an aDlhmRe Ne light to build withal '1oF[ - O P UN OARED ENTRANCES NA (a7 AT 2e D AYS Psl [he Design and Performance od the Entire System the authorization of local pwermn9 ogmaes, Had a SIVAh County Door 71" (n7 WITHOUT srpeacE (b) SEE RETE PLP) Pae IO S THAT POTENTIAL 1 SHEATHING TO BE NAILED To CCA SILL (d) SEE IN rl l[sE LOCATIONS THAT MAY B[ su OdceT m FRE[21Ne Arvo THAWING DURING ( ) Ul Heatlh SevDes, Town Buldmg OeporlmenlD, OEC, TELA, Glc t5) WITH TOSTO[ CorvsieucnaN snAIL BE AIR-ENTRAINED coxeRE¢ IN n°GDBOANCE Win FOOTNOTE (d) (2) SHEENTHING TO EQUALLY SPAN LET AND 2ND FLOOR BOX BEAM Verily all condition, codes, and renumuts with such a l:ee prior ID JAM6 J OECRKOSKI PE LDCONCRETE LL BE LESS TTI IAN E ATA N ENTRAINED TOTAL M1IOAIR CONTENT P(PERCENT BY VOLUME of CONCRETE) (3) 5{EATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES ocalfdction 0 o'A'B ASSOCIATES, ex (e) SEE SECTION Race 2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BC NAILED TO TOP PLATE y/i_ A/ai < ° p °CONNECTORS — SPECIFIED FOR CONSTRUCTION ^Irf JrIHLh Jr SIMPSOIN STRONG— TIE 1w Ba USES IH" MTS20 LTS20 - - �. Lap° TRUS Fuwuws °nLIR or .I,I, TOTAL las ' : . _ : -GOOD Gn opFL1 ,a,I CODE .° unILS 50 IF goo n5s/Isor r ^ I^1 I g rm s^s/ n loon FAGS ___ _ T° 3- cE In HGncly ON aPE °L. CAPE A K ASSOCIATES, DOD E HFCF To UAL FOR W000 OOT NOTES AN "' i3$ inNEEcry wnsN[n x wI eE° 0 0 5 .Je — °. <. PROP€RSNSTALLATIONPROCEDUREsTNaTEEANeSIDEoG ,IdE'"aF° r;EA Dbd. a .mp danm„.da .,„, ° — - - ° POE los) POE Ilaol .o°NAIL ALI.1e - ✓ 3WMMs1BAI ph0•¢' (61q]dhdp711 IENSIo^—A'0F^L^5 IN m ASSETS En M X f°PE / O,� A L°ryP[LE uPLlr 1° ♦ °WAAIE uN m pvv xclx cF Eco rm LENGTH of ,ov wocc uwEE Jlw �AdodaiW bn NmdSNIf 119M lua (611 46 M s uNP¢ CR PX ]LEA6 ulr tirA' LRP '+EF RAIEso P .I°r1 999 AN L J,r AIA ,j" e" Ea' Pr Ia' e" ei" =i" IN W DNa rMMmeOodoan SPG "..I..r,AaI.oHP�r,�r�. I,A..aP.,,l.n el' - c - — — . STUD o s s o s� Hese amwings One APPLICATIONS indcamg the AVG )POSTER ` Gu / ianosyE e' orlon Anda onocme°ls rePF.'anl e CODE ULTLTTA LSTA21 mxeln, me Property of o A K. ASSUCIAL5 ie II C In c ectmn vita Try w Ho E¢�o°� Ih oo1' ,NP BCI uc No Pwo mereof dell be oaplee, ahelo.ea or project IF To,nwnlcn Ines neve been LUCIA -1c, . + . lee k cn preperea lmtnou[ wrluen 'SLIGHT BASS - -Im CII" NI Iv Pmh tls Simpson strong-TIC r LP. STO - -m° , IS nl i L DETALL "E" Egbml number sped Pled Inds it of- UNILIPS C wSEE each end Simpson Strong-TIe DETAII. "K" w, PUT CODE YODEL CONGO OF LUAU FLUOR o IIm/ PC ION nw1" Ensr CS16 I an GI file RPJ I 11 515 old 07C 0. 30. 17 TAIL ll ISFEAL, DENYING I AS YEN DECADErvaIN rr olxgNnll DUE A ° v +nL33. B �SIMPSON G I °i v! w opl y' r TAKE-UP WASHER Ila ss pY s ^L cuw5 p 92 GOO TOO, r +A" g, W. eT. Io IA. a, nor 277nC GTE 2710 ° ^ s ARTS"x12 MODEL No v°LLIIee) OF AT AT (1 0) ^er P DIMENSIONS IrsF o tooErvl nP CODE 51, -160 5 7 AD 127 Eas OonLl p _ r 100 rvc P735 ENSION LEADS RED WORK NOTES lozl Laall 2, DO DIMENSIONSBs umpLr P No 0 NAILS LOO^nemerxv x (HIME o�o's BCOASE EE Simpson Strang-TIe LUS46 me P w 1E ox n HB2A rvo Pi LIFE TOT °ur LENGTH ISTA21 11-11, rs ASTENE^E 11°cj 5 137D 1040 E E Ivel /7 40 'ml'E11 `" EF pu. xnxG[rss ro BE us[o ON mis PHpaEn xL n so-one-n. - DEAL) pIl^° ABC 0 BE TOP MOUNTED UNLESS OIDCFWISE I 1 NOTE NOTC6 FAILURE i0 COMPLY WITH ALL NOTES v s - ON 4116 PLAN SOUGHT W IT+EN WID ORI OTTIC BOOST CAUSEECAN CA HEADI Ct DBL;' = n uasuEe PooFe PL ¢NGw[EB. DETAIL "Fr. "o w H EGI( 5OF i BY LIABILITIES N THE CONTRACTOR LUS466 IS OR m• _ DETAIL "I" sru � - + B eh' z nlag,le SIMPSON ED Imwee TAKE-UP WASHER AS OF FMODELnAVG NFL ssxEnsadal Up OLAS ad Or �3/i�ol NOPLATHATaojf�=TTRS TO SEATTLE FEE STUDY L FEEHAS ISO v° sad 152 DAN 940 135 940 CNW- ::H �n 10 aHrrS^ Na, SP4 COUPLER NUT USE , NUNN OF,Ad ad NOTE TH13 Y` SPAT sru � - DOE OF I SIMPSON LLL TAKE-UP WASHER MTSI6 EENT w i- LSTA21 SIMPSoN LSTA21 Strong-TIES "' TRUSS SIR NO mrs/ o hITS16 H➢2A EANY cP POSTER Aus21a-2 Turn TRUE SIR, r � . _ad II PRo c nermH 11 F' III //9" ANCHOR BOLTS "' TW NAIL HE oa11E DETAIL r,A,1 m BERMAN STOOD °ITOE RESIDENCE OTIC m DETAIL "D" DETAIL "G" DETAII. "I" PRI INTO STUD SYDNEYE'r°" - ° Slnpson Strong-TIe LFTA RUD SYSTEM 520 RABBIT LANE EFTA EAST MARION, NEW YORK LFrA BP /p'�r MSTnc nMMSTRUMONS rm.n YFHr kDeGlls m.wben1p .0 lLCO�ANp V@!1'l1ATON w+r m-ul-61M DW`DD UAL ADDx¢v VGBF xwn.ururin m � 11, V.• Ml DRAWING TTL !..".." Tdn _v .. SIMPSON WINDLO D � _ —_ ,. 1, .� pry A P Ib _ — ---�— ,� — CHARTS 8 CALCULATIONS PRODETAIL BL" & - LrPa .dr.1All1. �ddard __ __ - .•— ( Y ""'"" STRONG-TIE DETAILS ANT m"v PEI ISSUED FOR: oar �. , DETAIL "C" ........�nw...�._....�. w . _7 .wbY y .... .... .. .....�. ED � Wibr.�.. ",'R:Pd"^ mu l T . • ALL SIMPSON HANGERS HAWE BECN CERTIFIEC RY AN ENGINEER TO FIAVE A CAPACITY $ meson $ trong-Tie '-' d �^-^-^"""'�'°" .wvx. mumu EQUAL TO OR GREATER rRAE THE REQUIRED AMOUNT GALCUTATED FOR EACH CASE, Floor- tD-Floor Conne ctlons -P-:-: „,,�,ti-• "ad-0 �w �� �� AS ��.C�"' �..a,�..- o-.I'"�.',,..".a1-,. :. NY.�:•'10INS I �4�. ��'_r'-;wf-"'fd ..._ '." '.".n SHEATHING NOTES �” .. _ l I ..�.• i d,..Id.w.� �..-� +�.e oww. so' ALL SHEATHING To BE PIAIl1ED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST ••^^�'�~~ . ' AS FAMIPAPER Y EDWASSOCIATION LINGST E001A SEA HIGHWINDWIND OOD FRAME EDITIONCONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO s AL' MAY 12, 2013 LTP4 DETAIL. 11 (1) sFIEATHING To RC NAILFED TO CCA SILL PROJECT No, LTPI (2) SHEATHING TO EQUALLYSPAN 1sT AND 2ND FLOOR Cox BEAM gs9-2m3 Simpson Strong-Tie (3) SHEATHING TO EQUALLY' SPAN 2ND ELDOR ANO A71C TOP EDDIESDRAwN 0T, Floolr-to-Floor Conne CT onS (N) SHEATHING TO BE NAILED TO TOP PLATE SEEK ..IICLKCD 0Y, NO SUBSTITUTIBNS *J � aro R,�.All Fl•nming hardware Shawn on these plT-orNo STAF other-wise Ore appr Is or- an Strong—TIeG2 No substltutlons are approved or outhorizsd, ��ERIC to the renatonsFhips of Planning hardware toZ�the other sawponents of the structure• any fronenghardware substitutions will render these plansnull and void, and v+dl, swlt In the installer/Contractorea Eossuming responsiblllt}y rFor the design and , ^° performnnse of the Hinters system, REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIC DOWN DETAILS D "A K ASSOCIATES L rvWnY is 1. 11Mpn.Nrasom•e,,srq suMmsm.t glom: lu9nr-inn WmlhompM&IxhNevYM 11918 htt 6]Illdd-II51 nNNTCN�Jillu IN USE AS (�: (.r111LIlT cwWLLNmaYMYlvLnr.lrC. rale) NxYnllc DOCUhr These drowings and sp SfI,Qtib1s Including rho Itleos, design no nrangemenul repmsanted therein, are the property of O A.K, ASSOCIATES, ITS No Pert their ehml be ocular, duclmoa to others o used In connection with any work or Project other mon for nwhlch they have been prepdraa without written c,nr nL EXISTING EXISTING HOUSE HOUSE Polak In Lu Pound n„ o, , oiK NOTES ELIO I LCJ LO1 No'-- f-E—Y Ld Tom a a3 t1P On JU 1011�q r I �- e , r, —i — 1 I _�— / I. _ — _ '6 Ivo ACO cl,m V. No L _ J _ C �� _ 1 PACPnclL'n' ^b_ r1 �1 — s¢ unut^e z . cnnrr,Illeb— vtnn / AC p oo1L •A' PrE PLm {� �— y-- � _ _ (— Pnm mol �" j IJpI(( Pec[ hX 7 — h - I 'c T 3 ._3. • � C a (1)40 AM ume R)26 uo Door \V � hIN N d4 8 r — — , r r T pacccl i in O m 1 0 1 C' �� BERMAN1 1 I 1 � � � 1L -- eTn - 2 ` - - — Dnm ,IN . - �2u p RESIDENCE a a A a rz 4e ACQ Ce,v _U _ ,p Lu ^ TL' �� �� n '' I 520 RABBIT LANE rz1ueD elmw T � PAC AR R4& I I EAST MARION, NEW YORK —I I i - R[ ofrilt '0' m -- £E DITAL ON m m orePPmIL'Ise No — peDE win I) — PAGEelm V I I V � a PALL mol I I I I I I � 4 IL L _ y_ L rn BRgwmc TITLE aC)id Am oomr ^ (g4eAdo sin , �I - I : rAl ,mr ,IIII,I. - rcr. PLAN AS NOTED r � rl Ir I rl F 0 1 I I _,� I 1 m 'Br Issue° FOR ATE _ L C _ _ IZ' Oak This win ( lis War PENN J� ` _ - - E L—_ _ � 11 some mu. win (OPE Vrn,ml POP, � E � uII NnMV shiner 11 Ea non •or p sun turner o 6', m a --�°—t L � JK,Im! I4' Cmc 09� r1E 1'-3� �' 3'—�' OWN 161 I1' Grc OR xlllr 19P Raba, Each 11mn 3E' TEE Rmwmm abY INN, Ic' slow Ran Gore �.f, _J. .f, �m�a, fd Data Jor SEAT DATE 111 tz, zOT] PROJECT NO: SCALE: IN" 1'P BUILDING LOCATION PLAN FOUNDATION PLAN FLOOR FRAMING PLAN 959—P°" of NEWy OregwN ar PER SCALE. 114"= 1'-0' SCALE. draw C'-0' ryp t DEERROP,T. hFCKEO BY, = soe� ct_ * rJB s © ccamlcBT zoo D.A,rc AssocIAlEs, LLDz A101 All I TOM PLANS AND ELEVA➢ONS ARE PNOIECIER No � UNDER FEDERAL COPYRIGHT LAW ° 4`' PLAITS MAY NOT BE REPRDDUCED NIINDUT v TON wRfTIEN AUTHORIZASON, Asceplona of These 61 Coes Rol odlhonn Ills oghl to build ALL PLANS AND DESIGNS ARE THE SOLE PNOPERIY OF without the eulhwimlloR not Karl goveming ogennes, such os D,AR ASSOCIATES, LLC SuIldid County Sept of He01lh Servkes, Town Building dm,1ES J °EERKDSK1 THE RIGHT r0 BUILD ONLY ONE SIRUCNHE LEAR HIES[ Deporlmmle, DEC, LEAIA, etc early 0111 conditions, cocas, and m Bek[ A9NJMA'1®,m PLANS 15 LICENSED EXCLUSIVELY TO TIIE BUYER III with such ogendes RUN to conaRkhorn. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOM DLTAII S JUU d D •A K ASSOCIATES u� YMnY � mrm�tclaWn.prrn,o.mwlrm 3x, kj _ .WdNdl6heH pM1ms �69111d1-mil ' T -,-T,T WalhmMonBvh NrxYorl Ed (61)Q-Z Via _-'T-FT Elld GAmdB990ooLaom s IT o _ IIMLP le Those tlmwinge and cpocifica Llon ndutling the - Nona design and orimng,munts repreeenletl _ — — - — -- - - e therein, ore Th, property o1 0 A H. ASSOCIATES, No cors :hereof shall be copied disclosed to others or ueetl In connection with any work — - - or project ether than forwhlch Lucyno,, bean -- � — — — - — — preperetl without written cony ent L - or Am 11.1ps 1011'ei Yves L" _ - —ma u.x iMr�..mi corn euu r - WORN NOTES: _ — e..n EAST ELEVATION NORTH ELEVATION SCAlE. 114"=1'-0' SCALE: fl4"= 1'-0` PROJECT. BERMAN RESIDENCE 520 RABBIT LANE EAST MARION, NEW YORK -- — — - — _ — DRAWING TITLE: - - - - - -- -� —_ - - PLAN AS NOTED TI—L — SET IssusO FOR Oare JAIL Unit _ MAY 12, 2013 PRDJFCT No' 959-2013 DRAWN BY: © COPYRIGHT 20I3 0 A K ASSOCIATES, TO PER ALL FLOOR PLANS AND ELEVATORS ARE PROJECIED OF NEW CHECKED BY UNDER FEDERAL COPYRIGHT LAW, N )FrG }0 JED PLANS MAY NOT OE REPRODUCER NITHOUT WRITTEN ALOORIZATIRN L ALL PLANS FIND DESIGNS ARE THE SOLE PROPERTY OF - 2 ' c X HT TO OCS LLC r D.A. ASSOCIATES A201 WEST ELEVATION PTHE LANS IS TO ONLY ONE STRUCTURE IF YM EEE obe 775 eno PIANS IS DCENSEO EXCWSIYELY TO THE DINER �Fff510HW SCALE: 114' Battle at lead So of :hese Nowmgs does nal oul County the fight to TOL wSCL no o n Rudiolmn of low gllernlnq ogennes, such as SII: bu Cnmty code ofTOLD rsq Sepents; Town Rust JAMA J DEERNOsq PE Repmlmenh, DEC, cTEMAonstr its Venly RI condillonc, cotlev, and regwremonls wllh such m DEA E ASSIXIA'165, m ogennes poor to mnslrudlon, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DITAILS rnJ �NGE OF IC]IIIIC I FROM IN Icw / / he D •A• ASSOCIAMS p FAIR snaE06c TO OF IT IN uM . om,Mmw. engorgement.cgy m. rs'FROM seNEAR OF BED¢, OR OF 15 BBBAN CAPEgY / r WI MdnSlwl hem: ea� lB rwnont esrvea lry FOOTING / \ Wxrypmplm Eeodt NexYrh AVID 1"a mll,se. EB,dI CY"EDESOvtmm —IB RmM IN MOTOR / / �y��• / oc I N s0" BORA EDGE Cr IF Ga �' / These drawings and spamncgLans Inowaing thin CONCRETE PIER id... Gegign and angamanta reps..mad .� , harem, are tna property of o.A,K ASSOCIATES / HOUSE LLC he Fort thereof aIo II n cosh dlacloork to others rt in a .f a eatlan leen any ...d YMI or proJact other Ihpn fornw slot They hove bean BEYOND praparad rigor wrALAI eanaant IS �II BOTTOM OF 36"x 12" CONCRETE FOOTING TO BE A MINIMUM OF 36" BELOW FINISH GRADE / 1 AUL REBAR TO HAVE A MINIMUM OF 2" OF CONCRETE ON ALL SIDES ne1Fusion EXISTING Gone FIAT ACCESSORY OVERHEAD VIEW A II OWN Tend W ORK NOTES NYNN sTRucruREOF CONCRETE �' le' TO BE RAISED PIER AND FOOTING v K CIA �ealha9 —� g lex°I SiNi arm — EXISTING SCALIE: 1 " — 1 '-0" /I t rz�e - n'm rvmhre°e sear a9 ( _ nu BBs lumim NOIo�m Ileal(],f,P AND Order t '� ACCESSORY I1..lisp son°m MACY Cempn9-- uN An pT Mete rr it-15O, - IB'°° STRUCTURE III FURNACE ISh.a4)ng abig TO BE RAISED ROOM TEs _ sore igh O der) IVmIV Anh BrvoR) All. NM N°01&g 1 t4 mV Ch"I'm whose ED BED own Per FZ1 PoUC Also, I Nurse Ilox Colxoll V V V V $A Firm NNh - IF IC NDA Bap an Ilmi Nelgsl Card 12 Said wmN ,t,,, IIalM , BERMAN x'NI 11 cots ENp° N IN in a xrB' Arth Ed amiE Ji IF am=, rig xuB R' em pry.mtl� V (1)4)0 nm order 1 NatllwNapuln ]B' sn_NlluxAulmo ) SO Me Us Bonn / �_ RESIDENCE slaow No rmm s" in Ace ummN - - slmgmii Andre, slwph9 r 520 RABBIT LANE I rl EAST MARION, NEW YORK DRAWING"All TITLE CROSS SECTION A AND PLAN AS NOTED SCALE: 1 /2" = V-0" lr WIN 'I Tube DIFFER �s Vawa ae°i ser: ISSUED IDI, DATE, FAA Neem DELrvps g NOT o0 o _ ]B'v 16111'Each e II9 colli DUs am" spin Xw On BB' Btlnx float Cl°Je ELEVATION DETAIL " C " BEAL DATE: MAY ,P, 20I3 pr+oaEcr No, 013 or+AwN ler FOUNDATION SCALE: Yz" = 1 ''0" © CTOM PI 1011 D A H ELEVATIONS ASSOCIATES LLC g"K AL OP)M PIANS AND ELEVATIONS PPE PROTECTED tEOF NEW CHECKED r UNDER FEDERAL COPYRIGHT LAIV Pis I DA4, DO) JJo PLANS chip NOT RE REPRODUCED INIHOUT • 5n AM e a 11RITTEN ADINRISAIIOIN ALL PLANS AND DESIGNS ARE ME ADS PROPERTY Or /� rj WALL DETAIL 11611 DAR 15LICENES LIC / �a7 01 THE RICHT TO BUILD ONLY OK STRUCTURE FROM MESE o . R y' PLANS Is LICENSED Ezcwsmur TO THE BUYER. Ito Acceno as of Nese drawings does nor oulhonze rhe righl to build without the oulhonzolon of loyal goesmin9 agencies, such as SOUTH County Depl, of health Sernces, Town Fishing LAPPS a PEERImSK PE SCALE: TI = 1'-011 DeTafer me, DEC, HER, are Verity of eenaNens, cares, end ropP�fameme win such Persons pear Is sonelrecLon