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Home My WebLink About39570-ZCONTRACTOR NOTES GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION B CONSTRUCTION General Notes 1 GENERAL ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, WILDING CODE, AND m W Ilk- REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION GENERAL NOTES: Woad 1. All suras to We SPF K2 or Getter, and all other structural wood to We Douglas Fit PO2 or Getter 2 FRE SAFETY ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK. BUILDING CODE, 2 All structural woe what so in accordance with the Hospital design specifications for w•" construction - latest edition A ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A I D@AAP AMIiIATS, Ill' ORN SHALL CONFORM FIRE D 'LES AND FEGUUTIDNS, D➢Lill' COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES S. LOCKED AREA .e08ar a�mwr4,y,.awaoYe. �a BEFORE CJMMENGNG WORK. THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPMNENT OF 3 Nailing Shous a shall We In accordance with the specified code C, ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILEINS, OBTAIN 2LL REQUIRED INSURANCE CERTIFICATES WITH THE OEPA"MEM OF BUILDINGS, OBTAIN ALL RESOURCE) PEROPUS, 4 ol Pre-manufpicturN trusses D ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURERS CONTAINERS SUCH 96 MOM 1al photo lal)]Fl 1 AND PAY ALL FEES REQUIRED BY THE GVICFNING WORK OF THE TOWN OF SOUTHOLD, NEW YORH, AGENCIES a All trusses shall be "shoed" as shown on architectural cress sections � uoiw III MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK G Trusses $hill Geo • hoc• number ant shell be moutocfurN by a registered manufacturer MATERIALS ARE TO BE KEPT AWAY FROM HEAT MWRNgMMpNWlhk 1108 IR: Ia E ALL FLAMMABLE MATERIALS TO BE USED AND IN ADEQUATELY VENTILATED SPACE - SHALL WE INCWDED AS IF THEY WERE INDICATED IN THE DRAWINGS 5 Erect M brace trusses In accordance to truss plate instituteainstituterecommendations.recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERERE THERE EAIf fARr�ERE ARE EXPOSED CONDUITS eorgeaLemAOn IlIiiiillAro..ilc THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER S Plywood shothiy G ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS J"WitHrUmlow A: untu UL pfu-UNi THE SONTIMCTM SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED • All Plywood shall be In accordance with the Amenc•n Plywood Association (MA) Specifications IS Plywood sheathing shall be continuous ever two ar more spans with of face CONTRACTOR. AT ALL TIMES, TO ENSURE THERE IS N1 NATURAL GAS LEAKAGE IN THE BUILIINGE. OR AN( FLAMMABLE IDes , awing• A hdra,mwt3 m Pe nq lhe 3 CLNSTWQIMI AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL SOLE SHORING AND BRACING FOR ALL INJURIES AUL D Ywoo g grain ply acts[ supports REMOVAL TASKS THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES UUSED BT corporation or eeu•I. GAS TO BE USED DURING CONSTRUCTION iders, delpn nn4 mran•emenr. repe=en�.M mere,n, t vnn.rt, ore DAK Ise Baine., JR DURING THE EXECUTION OF THE WORK LL] her, part in ;run hx uPei in, RJ 4 ] All sills th•II be pressure preservative Ireabd (4 PSF retention) STY N2 o setter 3 DUST CONTNL •thea c s<J in ectlon x V o tow THE GING ELTOF SHALL LAI OUT HIS OWN WORN, POD SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OCHER TRADES nr emlen elh-r thin ran �e been 5 PLUMBINS, ELEGTFICALS. ETC t Doan volws' A DEBRIS, DIRT AND OUSE TO BE HEFT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTINF-TION EMPORA AREA 4r'4are• wuhcur wnrfer for s.nN • Framing Lumber OF (n•rtM1) Na 2 or batter B CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED GWLDING AREA MY MEANS OF TEMPORARY PARTITIONS OR THE DEP WORK SOF B BE PERFORMER UI ED PERM LICENSED TI THEIR TRADES, WHO SHALL ARRANGE FIR AND OBTAIN THROUGH E = 15 PSI PSI THE DEPARTMENT ]F BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS Fu g5 P51 C HEAVY DROP CLOTHS FY - 123 PSI DEBRIS, DIRT, AN DUST i0 BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PECIDDIGLLY TO AVOID EXCESSIVE THROUGH NUL WORN SHALL BE PERFORMED BE PERSONS LICENSED E THEIR INSPECTIONS WHO SHALL ARRANGE FOR AND GRAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTgNS AND REQUIRED SIGN OFFS g tesla Lamin ACCUMULATION Laminated Veneer Lumber (LVL) THE DRAWINGS, ANDA SHALL RI ALL CUTTING, M PATCHING REQUIRED TO AS COMPLETE THE TO PERFORM ALL OF THE WORK INDICATED ON THE a E 1285 PSI PSI 4 NISF 1FTF! YOIIIS. pCAWI1JG5, AND ALL OTHER WORK THAT MAY WE CEOVIREp TO COMPLETE THE JOB Fv = 2a5 PSI FY = 2600 P51 A, CONSTRUCTION OPERATIONS WILL BE CONFINED i0 NORMAL WORKING HOURS QM TO GPM, MONDAY TO FRIDA), R ALL PIPING AND WIRING SHALL RE REMOVED TO A POINT IF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR RUGGER ■ EXCEPT LEGAL HOLIDAYS ALL DIMENSIUNS ARE ESTACLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR VARIATIONS TO THE HEIGHT IF THE FINISH DEEWOK AMA B KEHL Ag§"TES, LLC,NOTE CONTRACTOR MUST OBTAIN WRRTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS - LEeEL JF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL If THE OWNER AND DAN ASSOCIATES, LLC NO CONSTRUCTION JEERKOSKI, ARM Y KEHL ASSOCIATES. DEC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CINSTRUCTIIN OF THIS WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED BUILDING THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING. WATER, OR ELECTRICAL SERVICES TO THE OWNER INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM k KEHL ASSOCIATES, LLC CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUES, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 10 THE :ONTRACTCP IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS RESOLUTION THE USER SHALL IN FACT AGREE TO HOLD OEERKOSKI, ARM k KEHL ASSOCIATES, LLC. HARMLESS FOR MY RESPONSIBILITY IN 11 REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SESOENCES OR PROCEDURES MR VYR ANY SAFETY PRECAUTIONS AND THE CONTRACTOR WILL bORWNATE THE ROUTING AND PLACEMENT OF ALL U➢LIPLINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR 0051 AND PROBLEMS G SPECIAL SAFETY NOTES HE WILL WE RESPCN.ISLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TIUDESMAN, OR WORKMAN THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE ALSO IMPLIES THAT REERKOSKI, MM a KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY RE RESPONSIBLE FOR THE SAFETY IF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 1= THE CONTRACTOR WILL COORDINATE THE RCNTML AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT 11CUMENTS PROPERTY EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL ME ARCHITECTURAL FEATUFES ANI STRUCTURE ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLL410N THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS THE BEGINNING OF WORK Br A CONTRACTOR 3 DDCUk1ENf Pli SHALL INDICATE SATISFACTION CONCERNING SAFETY ANDY FULL RESPONSIBILITY FOR ACCIDENTS OF DAMAGE IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY. OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE JULY _ 2111 THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION 6 UPON INSPECTION FOUND AT ANY AUG 2] 2g1, 14 AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEMICSKI, MM 1 KEHL ASSOCIATES, LLC HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAF ASSOCIATES, LLC, OC FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CUNDITIONS AM ACCEPTANCE OF THESE REQUIREMENTS ' ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT If THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT PROVIDE SINGLE AD MUETPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONO}IDE DETECTORS SINGLE AND MULTIPLE -STATION IN ACCORDANCE WITH STATE. FEDERAL, AND LOCAL CODES CLIMATIC AND Ci RAPHIC DESIGN CRITERIA I FIRE BLOCKING 15 TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE IIUILDING CODE T REScheck Software ignrrBnlBanfo Version 4.6.0 Crortififn+gx UNIPORM NsmIx D UVE USAas plunge per yuan Oat) GROUND SNOW LOAD MPEEDN. SOI HC BE9OO CA DRY ALL SIMp500 HANGERS HAVE BEEN CE CERTIFIED SY AN ENMWELM TO SUBJECT TO DA FROST UNE DVd A FROM PENDEN"AL A-3 VANTER BSSISN TEMP ICE SHIED UNDERLAY- MENS Row 1 NN HAZARDS MND EXPOSURE DRY AT"CS WITH STIRAME Obe) r nCvu ,Utes CONSTRUCTION SI,IC. , U In MANUAL (WFCM) AML IUAN FOR ONE FOREST AS rAFR AU,tU;IAIIUN tAl o AND TWO FAMILY DWELLINGS, 2001 -OC LA) WUIN HIGH WINO «CAME EDITION TYPE GROUP Permit Sah STAIRS4E) DECAY RD Ib/. f tS124(Mph)R BED 3LAALG C £YETtE S -D" AiR1 MNERAIE tl HEAVY SLICNi is MDDFRAIE 11 agrav YE5 1N4/1118 B , a a a ^ P. DWGN CRITERIA MESGRwnVE RSIOR MlwMald M UNIPORM NsmIx D UVE USAas plunge per yuan Oat) MENTS ON REQUIREMENTS Energy Code: 2010 New York Energy Conservaodn ALL SIMp500 HANGERS HAVE BEEN CE CERTIFIED SY AN ENMWELM TO HAVE A CAPACITY Project Bennet Renovation - tit CD SOUP UWSA) AND accUPMx aA$SS nM (s) MMMT ILnuING. THE VERTICAL DISTANCE EXTERIOR SA IES UX KZANCY Energy Code: 2010 New York Energy Conservaodn UNLIMITED APEA Location Suffolk County, New York PENDEN"AL A-3 Construction Type Single-fandy M Box lq5 PONX 1675 AT"CS WITH STIRAME Obe) ME OF CONSTRUCTION (CHARTER a) Pntect Toe' AI1VM[Eon 46 Climate Zone 4 (5751 HDD) TYPE GROUP Permit Sah STAIRS4E) ssYni54pq[Onlrm.M[ permit Numier' GRAPE 2E) -SRP • 1s ROOF HEIcnT AMR FIRE AREA C Owner/Agent: De gner/Contracbr on DID On Ie FIRE AREA MMMT ILnuING. THE VERTICAL DISTANCE EXTERIOR SA IES Sound Ave Brett Kehl Orion Kehl UNLIMITED APEA Sothi NY 11171 DAK Asses, DEC DAK Ase . DEC. IF THE HIGHEST ROOF AcHICS MWWT STORAGE nod M Box lq5 PONX 1675 AT"CS WITH STIRAME Obe) 26 Southold, NY 11971 Saumau, NY 11971 46 THE BUILDING CNE OF 631433-0N4 (314}356" NEW YORK STATE STAIRS4E) ssYni54pq[Onlrm.M[ ssbn65iyOpbnllrlenet GRAPE 2E) -SRP 2" (e) 1s ROOF 2E) CompllsrYce n.5X6cM.' Code Maim ri 324 Y•urUU 27% unless otherwise Inalcateal, Is :rnpson Strung -Tie No sutstitutlons are s orevea or arJMDrized The ra Than M•Ird•. mhc¢ M' •unPLarc.t4 MunwYa.i.n.N.piM,.e M.. rr OpiES e I a..n mm.,eM��,Y `+ �rwmMuer.. isrox .h.m. TO THE HEIGHT FIRE AREA MMMT ILnuING. THE VERTICAL DISTANCE EXTERIOR SA IES N FROM GRADE BANE TO DECKS to UNLIMITED APEA THE AVERAGE HOGHT PASSEWER VEHICLE WRAKS (•) 3 STORY IF THE HIGHEST ROOF AcHICS MWWT STORAGE nod AS PER TARE AS SURFACE - 15'-11Si AT"CS WITH STIRAME Obe) 26 AS PER SEE4N 2 OF ROOMS *MR MAN SLEEPING ROOMS 46 THE BUILDING CNE OF SLEEPING ROOMS SO NEW YORK STATE STAIRS4E) (o) TOTAL HEIGHT FNM MOCE T\ GRAPE 2E) -SRP VSE' LIVE LOAD DEAD LOAD EXTERIOR SA IES N Is DECKS to N It PASSEWER VEHICLE WRAKS (•) 50 (a) 1t AcHICS MWWT STORAGE nod is Is AT"CS WITH STIRAME Obe) 26 11 ROOMS *MR MAN SLEEPING ROOMS 46 it SLEEPING ROOMS SO is STAIRS4E) (o) 1• GVMNAL ANs HA91RALS (Q 2" (e) 1s ROOF 2E) 2E) test n anN EOVAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE ALL HOUSE FRAMING MATERIAL DNRAS MR - LARCX 62 AND RRBt *VAR AN AREA OF A MWRE WHICHEVER PRODUCES ME GREATER *VAR AN SWUTHIWG MO IES ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST NA OR FIRST FLOOR t PAPER ASSOCIATION (AF k PA) WOOD FRAME CONSTRUCTION MANUAL (ADDS) FOR ONE AND TWO FIRST FLOOR REND 733 Mq IF FAMILY DWELLINGS, 2001 SIC HIGH WIND EDITION NA NEW SECOND FLOOR (1) SHEATHING TO BE NAILED TO CCA SILL AWIN. L_ ALL EXi DECK FRAMING MATERIAL (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX SEAM UP Ams HISAUSE)UH (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 31500 (n — (4) SHEATHING TO BE NAILED TO TOP PLATE ce Ihng 1. Flat CMlmg.r ScrSvrTm55 3.511 3R.D L4 ♦131 45 ) SEDANC RISC DECKS ATTACHE, TO EXTERi" WALLS NO SUBSTITUTIONS NA NYS RESIDENTIAL PROJECT U No E All fronting hersware shown on these plans, NEW RE 'K unless otherwise Inalcateal, Is :rnpson Strung -Tie No sutstitutlons are s orevea or arJMDrized RENOVATION OF fisting areany to the reaticomponents TO THE the of O the other opponents of the structure, any ironing ur, BENNETT Son - outs&mill WAT will render these Leen= null and asst an. Yost, and WAIT result in the InstnHes-, .ntr.Ct.r assunln res onsitillt for the t RESIDENCE 9 P y 9 N ELEVATED GARACE FL 5 SHALL R CAPAKE OF SUnan"G A 2,ON- LerArnancer of the entire system POUND LOAD APPLIED OVER A 2E)-SWME-INCH AREA U N STORAGE WIN ROME SLOPE NOT OAR 3 UNITS IN 12 UNITS 4200 SOUND AVE. C.. .1.... ♦l.. ss....LI:sssl LUMBER SPECIES AxO GRADE c)I.STURIBULD LIVE LMOREAR ALL Of --P'WN:"CONCOENTRATEDLOAD `ACTING SOUTHOLD, NEW YORK L BEEN TO BE RWOWD ALL HOUSE FRAMING MATERIAL DNRAS MR - LARCX 62 AND RRBt *VAR AN AREA OF A MWRE WHICHEVER PRODUCES ME GREATER *VAR AN ROOF DRAINAGE CALCULATIONS NA OR FIRST FLOOR NA FIRST FLOOR REND 733 Mq IF ON SECOND FLOOR NA NEW SECOND FLOOR NA AWIN. L_ ALL EXi DECK FRAMING MATERIAL CCA HC FlNE Y2 ANB BETTER UP Ams HISAUSE)UH IMNGHES, a) A SINGLE CONENMATN W WOOD TRUSSES SHALL BE DESIGNED IN ,ECM."NDE MM EEL"•" ROSS 101 AC 31500 (n — GENERAL NOTES ce Ihng 1. Flat CMlmg.r ScrSvrTm55 3.511 3R.D L4 ♦131 45 ) SEDANC RISC DECKS ATTACHE, TO EXTERi" WALLS NOT REQUIRED DUE TO NO EXTERIOR w T^ NA NYS RESIDENTIAL U No E Skylight 1, WNd Frame,BeWle hese with 4w -E 6 a31• 2 TAKE oul HUUIIIUINJ ARE HUULU IU ITS CAIJIIIVU wan l: Wood Frame, lc a E 1.546 191 as saw 75 MINIMUM SPEQnLOO RESSW STRENGTH WE CONCRETE HOUSE. ALL MODIFICATIONS ARE DONE ENERGY CODE Wnbwl Wood FrameAeu"I hna with LOW'E 1" •.2w 55 Bear 1'Glass 55 S.3111 is SNCL Grass 21 11311 ) Sher 3' GIa45 21 13w 6 Fisher 1. All -We" Jast]rmss Over Unconditioned Space L511 le S S • R"Z 73 UmLlono SbWrrrent The KapasN bm141ng II descntN here is CNsi08nt wM the kiWKg plans. N•cfti s, n4 Nix calculations su Canned PAID are ""it Maim•bn The pnp NWllYing hod ken tvynNWmeDttk 2lUNew York EN1N Conservatun COnsau Code requirements in Riedel 46A ant to Nmply we* Pre m doWT r"uirem lYla In the AESCJVWC imgecnen Chost .S'w 4 tkh�ECriyAS A:D I2 -26—I Mi Name -Thee r < Lata EgF NEW y d Stf 2 Z s protect ritle nervier Renovation Ess ItepR Date 12/13/14 Data filenames C."Cuments anal SetlingSlDefaulC skt" mWgMnnelt Res Clorck Page l of 1 AREAS OF STRUCTURE BEEN TO BE RWOWD NA NEW CRAM. �AK NA EX BASEMENT NA OR FIRST FLOOR NA FIRST FLOOR REND 733 Mq IF ON SECOND FLOOR NA NEW SECOND FLOOR NA NEW MAL�Y NA LOFT UP Ams HISAUSE)UH NA 31500 (n — GARAGE NA Mi ROOM NA SCREENED PORCHES U No E NEW RE 'K GIVEN" PORCHIS a SN HOUSE CABANA R ACCESSORY STRUCTUREN ON THE INTERIOR. PAT ISSUES EA rTTE EECEIIGEF 17, 1114 F NEW FNJECT NO (Cl CVMIG T 1014 D AN ASSOCIATES, LLC, ��E f DEERS.•?3'c-2414 ALL PDDR PLANS MSE ELEVAUND ME PROTECTED Wz vRAWN 6,D ENDER IEDERAL COPAI1 T LAW - PUNS MAY NOT IE REPRODUCED WITHHO.PEc n ODT crA t W111TTIN AUINORIUIION aaf•AGo ABR ,H Non ALL PIANS AND DEIGNS ARE THE SOLE PROPERTY T D AK ASSOCIATES, LL( FOR SI 1 POUND PER SQUARE INCH e B u5 dig ME RANT TO BUkO ONLY LOVE SIS THE one MESE Gal AS AT 24 Dors PSI PUNS IS IICFNSED ENCLOSIVELY ID ME one (p SEE TML£ Rax 2() FOR WEATHWtNC POMNmLCONCRIETE IN THEM Aa t f theseUNwn 4AA not MlUaria the right to IUJd'XAhcu (e) CONSTRUCTION SHALL L BEAAIR-ENTRINED CONCRETE IN5 THAT MAY BE TACCORDANCE MTN FODNOR (4) FREEZING AND MAMNG "G the •uthNN•hW It •CLI grwrning NnUq Inch as CARD ILOMY Dept Due NUFAS (4) CONCRETE SHALL BE AIR ENTRAINED TOTAL ASR CONTENT (PERCENT BY VOLUME IF CONCRETE) n1 HEM SRNceI, Town Stung Dearr MIS DEC, HEMA, etc SHALL NOT BE LESS WAN 5 PERENT OR MORE MAN 7 PERCENT Ven ll Is MIT ran a enney M to JAMES J BEEF4 _SKI FE A) SEE SECTION MR 2 FOR MINIMUM CEMENT CONTENT. Y ac pippeS Mes, and r yWTN11En g ,rl (.) MMRr sTMAGE conshuchrn O 0..ME AgD0 7% HN (Y) MM STORAGE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (to) ME OR oxi N CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE A) BA£MENT WALLS, FOUNDATIONS AND IM" CONCRETE NOT EXPOSED TO FIE WEATRER 2,308 (c) BASEMENT SLABS AND INTERIOR 0.A• IN GRAPE EXCEPT GARAGE FLOOR SLABS 2ND (e) BASEMENT WALLS, NUNOATON WALLS. E%TEMN WALLS AN OTHER VERTICAL CONCRETE "RK EXPSEt IN ME WEATHER 3,109 (Q PORMES, CARPORTS AND STEPS EM"EM TO E WEAER t GARAGE FLOOR SLABS MM 31500 (n ON THE INTERIOR. PAT ISSUES EA rTTE EECEIIGEF 17, 1114 F NEW FNJECT NO (Cl CVMIG T 1014 D AN ASSOCIATES, LLC, ��E f DEERS.•?3'c-2414 ALL PDDR PLANS MSE ELEVAUND ME PROTECTED Wz vRAWN 6,D ENDER IEDERAL COPAI1 T LAW - PUNS MAY NOT IE REPRODUCED WITHHO.PEc n ODT crA t W111TTIN AUINORIUIION aaf•AGo ABR ,H Non ALL PIANS AND DEIGNS ARE THE SOLE PROPERTY T D AK ASSOCIATES, LL( FOR SI 1 POUND PER SQUARE INCH e B u5 dig ME RANT TO BUkO ONLY LOVE SIS THE one MESE Gal AS AT 24 Dors PSI PUNS IS IICFNSED ENCLOSIVELY ID ME one (p SEE TML£ Rax 2() FOR WEATHWtNC POMNmLCONCRIETE IN THEM Aa t f theseUNwn 4AA not MlUaria the right to IUJd'XAhcu (e) CONSTRUCTION SHALL L BEAAIR-ENTRINED CONCRETE IN5 THAT MAY BE TACCORDANCE MTN FODNOR (4) FREEZING AND MAMNG "G the •uthNN•hW It •CLI grwrning NnUq Inch as CARD ILOMY Dept Due NUFAS (4) CONCRETE SHALL BE AIR ENTRAINED TOTAL ASR CONTENT (PERCENT BY VOLUME IF CONCRETE) n1 HEM SRNceI, Town Stung Dearr MIS DEC, HEMA, etc SHALL NOT BE LESS WAN 5 PERENT OR MORE MAN 7 PERCENT Ven ll Is MIT ran a enney M to JAMES J BEEF4 _SKI FE A) SEE SECTION MR 2 FOR MINIMUM CEMENT CONTENT. Y ac pippeS Mes, and r yWTN11En g ,rl (.) MMRr sTMAGE conshuchrn O 0..ME AgD0 7% HN (Y) MM STORAGE SIPAPSON JE RGNG—TIE CGIJNECTGRS — SPECIFIED FGR CONSTRUCTION VAR: A STWO //� @I IN" SIDE IS TOLAS > As MKS A Loa FASTENERS III NTH MODEL NE, i.i UPLIFT LED U, HE ajif #DE To To To Us FAILPanSTUD TIS MET ^ A NOTERES OFF des' N kL ANNMANUAL ALL Os CSrv:R F.STEAND] nx - Ad -64 - 8 54 EIST, He 16 5-41 2�8d ERIC N5 PLC 44 — ILWAII FRUIT, RARE (133, ALLOWABLE DRIFT 40ABSI T1133) All REF LET" ED AS LEI IT LIT. 11:1" nr N_WW_ WIN I'D Add 104 1 11 CODE 33, 1160) FUJI 166) FEE, ties) .I L. Sils 00" we 1600 1 41 1281600 '393T .I LEAD OF Lr 'low Cwl BE LDE F UP TON Ast DEG Al — 515 ARE "I FDA 5 1 515 145 67e 6, VAR 91 IT OA 645 1 67a (»,LP1 »Bel BE ��p ME Nobel IT "OR .L .. NO L60010: He 'I A„r&ON 7 if C If 11 12 ALL 2j 2T 43 HUGE MODEL ONE, TENT I • ^r HEl LATE 1¢m I OLT FEE v, 34 1 x)' - aw, RED Ad oe $is OKI FAV�ERS (TIO E' NM LEVIDS .CODE Er UP No I »LS No INT axux »ny»i cr (inµi.p•SSIT N NOR ALL BE uY..ry HIS Oal ME TO LETTERS OPJMNNTEE UNLESS .MERMSE al WELL] 7a cMArtLr'MM ALL NOTES » IS PLAN A .UT N"ITTEN N Ih•N P. md'MODEL _ AA - ` FLOW 10015411NL N• PLACES ALN"LICEITISES I' Er A<NI" NE C•XREPETER I, vF (�n iN tN ,N R. iN IN UPLIFT f133/164I FEE _ UP T uU TE TO CODE � m”) tong I IF. I- 17 LFTA EFTA LFTA DETAIL "A" DETAIL NEW LTPEF _impson Strong -Tie Floor-tc-Fl••- LLannectl•ns MTSIG MTSho unoA D19TAII."C" Simpson -trong-Tie Floor -to -Floor Connections HD2A DETAII."D" "Impson Strong -Tie ROD SYSTEM LS MT�20 LT�20 SIG4 LSTA21 DETAII. PER DETAII. "E" DETAII."Go EITUP n speclfiet Ad DETAII. "K" DETAR, "H L• " SIMPSON Strang -Tie HUS210 -2 ( DETAIL '7" TI) i'- /CONN N TAKE -LIP WASHER ART�',12 DETAIL "L" J R WASHER R NUT �— . OIJ E—UP WASHER D•A•K ASSOCIATES. uc gtwnnEn rot p111I R w.taipMknrkwwT.dllm Is aqw-W Flip CInr1111oaK•'rl LIF UP FAIL He eot FEEL 6, ,pRO it' PEAd ANS"c'R ii RENOVATION TO THE BENNETT RESIDENCE 4200 SOUND AVE. SOUTHOLD, NEW YORK LEASING MILE SIMPSON WINDLOAD CHARTS i CALCULATIONS i ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE SHEATHING NOTES ALL SHEATHING TO RE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST 4 PAPER ASSOCIATION (AF C PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOP ONE AND TWO FAMILY DWELLINGS, 2001 SW HIGH WIND EDITION 11) SHEATHING TO BE NAILED TO CoA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR t0% REAM (3) SHEATHING TO EQUALLY SPAN END FLOOR AND A71C TOR PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE No SUBSTITUTIONS All Framing hardware shown on these Plans, unless otherwise ina'Icated, is UNTERFon Strong -Tie, No substitutions are approved or auth.rl_erl Due to the relatlenshlps of framng hardware to the other components of the structure. Rat frerimp hu'.'ware su4stltutions will reneer thEss pions null SnN void, anal will result In the Installer/contractor Assuming responsollity for the Fission and performance of the entire system DEceupE lop G2 VAR: A STWO //� @I IN" SIDE IS TOLAS > As MKS III TAPE -UP WASHER i.i »T,.1xIwoRATESRESTN FAILPanSTUD HD2A DETAII."D" "Impson Strong -Tie ROD SYSTEM LS MT�20 LT�20 SIG4 LSTA21 DETAII. PER DETAII. "E" DETAII."Go EITUP n speclfiet Ad DETAII. "K" DETAR, "H L• " SIMPSON Strang -Tie HUS210 -2 ( DETAIL '7" TI) i'- /CONN N TAKE -LIP WASHER ART�',12 DETAIL "L" J R WASHER R NUT �— . OIJ E—UP WASHER D•A•K ASSOCIATES. uc gtwnnEn rot p111I R w.taipMknrkwwT.dllm Is aqw-W Flip CInr1111oaK•'rl LIF UP FAIL He eot FEEL 6, ,pRO it' PEAd ANS"c'R ii RENOVATION TO THE BENNETT RESIDENCE 4200 SOUND AVE. SOUTHOLD, NEW YORK LEASING MILE SIMPSON WINDLOAD CHARTS i CALCULATIONS i ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE SHEATHING NOTES ALL SHEATHING TO RE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST 4 PAPER ASSOCIATION (AF C PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOP ONE AND TWO FAMILY DWELLINGS, 2001 SW HIGH WIND EDITION 11) SHEATHING TO BE NAILED TO CoA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR t0% REAM (3) SHEATHING TO EQUALLY SPAN END FLOOR AND A71C TOR PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE No SUBSTITUTIONS All Framing hardware shown on these Plans, unless otherwise ina'Icated, is UNTERFon Strong -Tie, No substitutions are approved or auth.rl_erl Due to the relatlenshlps of framng hardware to the other components of the structure. Rat frerimp hu'.'ware su4stltutions will reneer thEss pions null SnN void, anal will result In the Installer/contractor Assuming responsollity for the Fission and performance of the entire system DEceupE lop G2 D•A•K AMCiAM, uc ,ranaw Nwlb P1170MI mMrtN«rwnxr«wrN llm is 1a11a1-7w EA'i GMi11NWrm These Lcwm3s en] secn,,ho,- m of n9 the itlea 4,4enj, J .... nr rpre' rhe,wn, ere ln- leurtt, of DA k 4,SOrl.iEE LLC No puri tFneei ohnll be cn[wl, Jed -sea to ethers or u,ed m echo- wnh )riv work g r Frect or whirr r n - tee Irpnee thcutnr written roncent RENOVATION TO THE BENNETT RESIDENCE 4200 SOUND AVE. SOUTHOLD, NEW YORK EXISTING FOUNDATION RAN EXISTING FOUNDATION PLAN OF NEW FREau` DEC, • H7C-'J14 DRAWrI oY SCALE:IM-1'1' 3 sof fpr (Hi1011DA ASSOCIATES LLC r ctH E.x ENo rALL FLOOR BANS WO ELEVATIONS ARE rtrtQ ddL UNDER FEDERAL COPYRIGHT LAW `�• i wc 0 �••� PLANC MAY NOT F REPRODUCED WMWIWRI p5•M1 PSI imp _-_-- - w•wlrr PLANS AND ARE ME TLE PADIEIIR OF ALL AND ILL A101 S,ItDESIGNS DAM ASSOCIATES, LLt SS ® xrwr iUs, NEIN ONLY ONE 51AUTHAf THEY fLAl15 6 EbEIlYO EM0.U4VELY i0 HE IOrErt FAS 13 LE flR rrurr - on Arcgt9nce of ihm 41 Nan not ALI the Drift to boll without the nultun:nhu" AIME= r EEERV03vl PE of Ioel Aornmy genua, ouch a Surftl4 (NontV Dept of Health ?renes, sewn IUJIrg Ro •,�,1 lNKM3R a (gaMenls EEL FEMA, elc Verify aU coroner, Yff ml rNYVeminle , :uah EXISTING FLOOR PLAN $GSE. IA4I O•► L------___- WiYYRnMI ® raxn O LCPYRINHT IDH O A S ASSOOATES, LC ALL FLOM PLANS AND EUVALONS ARE PROTEM IINSER F[EERAL COPYRIGHT LAW PLANS WAY NOT IE RCPROWCEO WTHLUT MITTEN AIITHLRIZALH ALL PLANS ARID SESII NS ARE THE SM PROPERTY HE U AN ASSOCIATEE LLC THE RIGHT TO IAT ONLY ONE STSUI FROM THESE PLANS IS LILENYC EJCLUTIVELY TO THE KIM Acceabnre at thce InwnPe bes not AuNvme the rght t. EYIII wAhuit the .Wnstlum of hul R.vetnmR genres, cum a; fpHRll (mint) Seat at Nunn Servins, Town euulnc Oqutmmip DEC, TEPA, etc VrAY All m1Ame, coal nJ mµuamem; rdh .urn D•A•K ASSOCIATES, IC WI'a (631176 ARE Rom: agaaaa HIAt CNni1114RIR,rn'. Tfe.e J,iwin,_ lot, erf�"rr i",I"ti„ t"e ee,�gn lot " r,pr.,cnt., tnert.... th, prop;r f C A[ .SSfUI.TE LLL N" PC ,M1v e ,I "C'I. a ael =c t. erh ns. ..] in .ph o- ark or pia other thin "drt n"'ue Yeer '[reRmetl noh.ur rr,tt,, .n.e"I RENOVATION TO THE BENNETT RESIDENCE 4200 SOUND AVE. SOUTHOLD, NEWYORK EXISTING FLOOR PLAN ELI�ET a.Lf<T II '_Rt♦ Al 02 MRt.t...l.. 111....Yin FLOOR PLAN fCAEaK•=fY' 0 ttttw ---------- PoY.YIYAewI ® wvvAr vent..... mrYbIYY CC) IARIRICHT 20110 Ah ASSOCIATES, LLL ALL FLaR PLANS AND ELEVATUNS ARE PROTECTED UNDER FEDERAL rrpTpGHi LAW FLANS NAE 1101 IS RERRODUCED INTHWi WRITTEN ADTTLORIZARN ALL PUNS AND DESIGNS ARE THE SOLE MICAll DF D A.h ASSMATES, LLC THE RICHT TO IUIN Ml ME STRUCTURE FRJN THESE PLANS Is LILENFD Eo(LUII lr IG T -E BUYER hcce a of mese Jre.ngs eev net sufnpre the nehf fo onui without the entheradili of II gv.nmq genoms, :uch es WN IE Clol Dept ol Hetlm Server Tswn Iwling Dti lnept4 DEC, FEMA, Ai Vniy all cuAlhma one,, epi rgmrmmpis with su,h .fIIWIF Ill %"TOnM.IAW milm IK telt CAR T,,„e ,ie-rn.0 icn, nih i nor LL] N' p� in ti or tot in ill , • `I^"I. 1, d i afh,,5 . ftl n ,E R,eR: enl ,.,nr RENOVATION TO THE BENNETT RESIDENCE 4200 SOUND AVE. 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LlriIIIG EtCLUSI6ELT TO THE Il Acceyloua at these Rawly; does not culhi the ni to Yu,N without the muthi of local III aRuoee, such is Suit Counts Dept of Hraph Seu¢e; Toa, Iu dij Deptlmads, DEf, FEMA, RIC sadly mI cmihule Wl nni real wit such RENOVATION TO THE BENNETT 4200 SOUND AVE. SOUTHOLD, NEWYORK ELEVATIONS o.1e L`ECELIItN I} '_113 IIOIE]i I!q oust 'AF J14 ^Kl F. Eputs G1 4f con 11 51 �+.NEE.,rE� s ,E �lR .TiLLI ILMULN R A201 MRl1 ATTIC Slv:.s Ist k' 1w1. 2,2 Tan Y Ixl. nth AMn t Nu1� Nunn me Iwo q We nt no le RIN AR V @et wnh wdn t Nut WI. sh Makr1 NO xm Itee � `11I I.mtln lnlv.r Tem j Sllil T, Pnl Mint yQ'FOI klul Ir Th Atue mind wlle 4wN The Blue A..n N1NMa1 N'w Tal At it, J'S une Who nothe Loll MOIL aAm MM xue MM a MM Kraal -eelA wI5 I-F TA WIT I— NfIM INNR NSTRC NLXLI Quit MP Nee 2,11 Bei I. 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