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GENERAL NOTES & SPECIFICATIONS DRAWING INDEX FILE LOGATKGN A-0.0 GENERAL NOTES i PLUMNNG RISER GENERAL NOTES METALS MECHANICAL 7�,T��•-� ' Gl., A-0.1 FRAMING DETAILS, SCHEDULES EX1 EASTINGIDEMOLITION PLANS ANDELEVAT IONS — MEVISIONS DIVISION 1 DIVISION 5 DIVISION 15 -- - - - - NO DATE IESCNPTION 1 srnmlMu ELTONEE NERRYWVMnGWFORDSIGN,FNUGAMX MOROCCANUEMfMSFIw'LfNr/wLLnx Llus MIK A 1.0 FOUNDATION L GROUND PLAN L RILE DETAIL 1 MEnMFfEMIw»vsxME511EAKAWMIxr iNEMMYEswHx MUM MNnu AirxF511F -- -- 1 LAAS cnERMnYRNT MNWUXEIKFMCSNFxFAWVINFU2N/ , , A20 _ - CN R Z MSANE1F S MS / xEE RMBONd A30 SECTIONS 5 SHMP GnxST*BEwMMFIELDAMENMBETrMERAMmENNcmx.0/x.FErwEFffuwuun Z NKTMEN ME 3 GWEN M0 ELEVATION S , MWNGTINMYNsSPEMus MELCRNE 3 FFIMYuxUFxuA-5.0 BREAKAWAY WALL DETAILSMMNGSnEMWwKFALINNARCHIiCiPWNNULLNIUE RVMUGMWIXFUMEMMISIFNMFMKFALIM5 ALREI» LONECMlEftUIXXNPAIXT(MHMQTNAiFURY , RELM WARSICSUMLY &WMUNUMNnRYCE MECHANICAL. - - - -- - - 5 WAMIN ff2ANNATI/NIFIXENEWYMAENV.M W5ELPM]X9IMRMYPECON WLEMHEIGALYINGUMER1E/MELMIIEAWENSE/ G MM/E 1X•ANGIEANCHMWxx SNI FIRUWE TFALL/FNASESnNGMMAS/NRrAVINX MUN1SIMERWISEWMINNMWNN WALL TYPE DESCRIPTIONS MIFEMI@NALENGWEERMCHIT CTSK WISURVUYM &TMT ISWWEIITNMYWA) IFALI'ERI,THEkMINGPMGINMLLLC/RNLf WRTXE .4LHVACEMINMiANI5Y51M5i1/EIUMMIEUFMIYNYENi M.V1rMT5 ANIMMII,NIIFMfNEVFM RMUUMNREXEWYMKNUGPMUW]'ISY MIAMI FEM ] - MVIIEIRIFMWGMRAiFMSMAIIMxrIH/IFAM RSIING MGVMRYMMXCREIE MIVIECM/EMIMrERMWM.ICIUEN IESCRIIINX Li11='L 4=� RH.•MyFNM1MN 1 SMMAIEM/GMREIEXV.ICIXR/MWIXCi.MMUFACILIIMGMIXR/IIIMTWE OUTS IMLHMEs, 1 MRINMENSMi IMETECUEXENF115GVE ARUKAXIRRiMMXCETMLUnELMLIUFM MMx✓ALWNCEITA4LESNMNEAMMRnIM INIEIIIMPMIRIM - 1 GXNFCIMnEANGIENNNFCTIMUXLE6NMEI FART UYX l THE MIMV /Ri ECRCK USOFYIW MMTHE NUWINWMRMBINASURNEMMIF.UI IMMACEAT1XEiRAN NIVIIRMEWMSNM VERIFYEXIST GNISIZE MYKWII(f GYRIMIMK ---- RGrMGNLE MRMEMRCMFSSMMM AM MFlMENLESIWLENMRR/INMFFMENInMEFMNKMMPMANIIIRLTIM E 1 LMFM16n/EAKXMUWIIX1113N'IIAMETM%YUHGMCXMNT WLEGttXFM115E W1UMIMx1XC$ S FILE lWr LCUSf rGANLFFdMRWIw MMIHSKS YMSIMIII'IL 14041ETFC rMVIEALLCumxGANIMTMINGMRMIMI ALLIXxA1UlIMiXALLx WFATMfIICX! 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Atbi N pf CEILING JOIST LAPS NER PARTITION (FACE-NAILED) Regime other tan Shooting Roma N par RAFTER SLOPE: 312 13 - ledxoarl", bore", 3• W 4 u u - 1N stern 411 PN All TO IV-D Hi 2Ni 5 12 D- tel 4r'•w EACH LAP Reef n p( 1i nap b•1 2•paf MAE, ISSUED TU 12 6 - 1.1 III Mn1 Send Ile man 1 04 141: MTF WITH NEW SUFFOLK FIT 12 AND GREATER 4 - lid Uplift 22 p! nal Used, If Pat V505 13 MTG WITH R REVD COLLAR TIE TO RAFTER (FACE-NAILEI) nF r[ifu Luc TSLIe ' OF 1jfrErI l rr Yeel I onne.mere U513 OWNER FOR REVIEW RAFTER SLOPE: 312 5 - lei Rafter, why sea Tiaras halm as 180 _ ' 07 C3 FILING SFT 412 4 - U41 I L / 3N , aYm L / rc lnnrmnnr. r ,v _T_ IFG„r i,e LL IT 1112 PER TE HC FILING SET 5 12 3 - to Fc�� � ”' e - _ DRAINAG ARE EM i 12 AND GREATER 3 - U41 'n- I,i - ' m DMWINGSMEMEMREM1IYOFFRANK BLOCKING TO RAFTER TOE-NAILED 2 - a1 EACH ENI �LA Ar REPROWFALIW CHITS UT HE PEUlLLMOTIE INOF ( ) F ;I r HEADER TIE GOWN DET WNKF41EIWIIWUTT PLLC I551NOF ENERGY NOTES F .'I FLNL _ I L � - - RIM BOARD TO RAFTER (END-NAILED) 2 - lid EACH ENI r ' r I r ILS FMNKFALI TIS AAIU71ON OF draidl .. n• r ur t. 5000 xPx dp - iL p-r nor - WMNIIO RIS A WIANA W THE NEWYOM1 2 Won un Ill le Zone 19LAW FILM MY W A L L F R A M N G 3 V h•mw R•ra gen• a cof I perm non .n an Re - - ,rel - DETAIL G EDUCATION VN ESS HE S ADDING UNDER THE V=barren Oermonoa ram, a 18 term) maNl•41 on uo _ In nd send of lnamral w a me - VLI- I TIPI = DIRECT"ARCHOF A ITUM LANDSUKvi TOP RATE TO TC7• PLATE (FACE-NAILED) 2 -1611 PER FOOT 4 ting , m ,Ism, n @q anal eon • my a infiltSo _ _ _ _ p ILIb' I_I' IE'FIAL' DI.T[1[UTED LP C LLTFD3 ENGINEER ARCHITECTNANYWAY VEVORTO nonsxshf3 " pan eN ,Tfrett'f gel are ter iperg 13 - RTERTHIS NCUMENIINANYWAY IF TOP RATES AT INTERSECTIONS (FACE-NAILED) 4 - 1641 HINTS -EACH SIDE pops efas nm a m•v • nm n m are g 95 eFM per - nu F.unJs mer -,{mem L.I ATERES THE ALTERING PENSION WI PSI nets shall S 1dgM areae peal M1m o mrnlmum rnuMtha Mus N R-19 - L15L L , F If,nCr COMPLY NTH ME REIUIREMENiSOFNEW SND 411 SNI (FACE-NAILED) 2 -1641 2C 0C d Gwrne - nand nese, read, MtsrlabnW paw most U=.N d - YOU EDUCATION LAW US7 l NI 15 aAG toll be All Alw"n • an far seat" dam cgmivabn _ HEADER TO HEADER (FACE-NAILED) 1{I 1Y OC ALONG EDGES •b e, or l CM All Dur anMl eon ptalio PMmpr xlte or I•rMre N RD orM All NNMxo anal em tight- TOP Connector nn shaMb Nath 1 r TOP OR NTTOM PLATE TO STUD (ENO-NAILED) 2 - 1{1 PER STUD • sap msItoll Alnin dha1,q tlaa ser pp if mcnmm•I _ 1 getam Department,If maw. in aurnnt rN•n. w ryurr.d y - Fu._ .r J,r .,Ii -i aT -. (BOTTOMFACE- PLATE TO FLNR JOIST. BANDJIISL ENOJOIS' OR BLOCKING 2 - 1b12 PER FOOT Nre Oarmoo shi " 1 " yyr�r (FACE-NAILEI) g An Frnnat ata atom M gdM,Nla her 55 rN^w b •5 lynx IB MffNyf: If MI rude one plan Shall be insulated o mi by case Ir o,i n, 1 f V MP E L O O R F R A M I N C 11 HVAC Contractor anal nary host lase cMwletM s. 1. 1 i 12 All carr and/or Mxmnt bra ,nal be Ingests _ _ _ 4 IF I IF I i _ ARCHITECTS SEAL to Re t Of is ll belief, JOIST TO SILO TOP PLATE N GIRDER (TOE-NAILED) 4 -Id PER JOIST 3 are Energy pavement t Cnarvdlan GN nN Now ap Yak SHY mr professional yM•nnt ores the amt am In own,Mnha with ccyl J rt i' I BRIDNNG TO JOIST (TOE-NAILER) 2 - N EACH END (Huss, 2007) - - _ "r , 1c i _n _ `E^�8 41 BUCKING TO JOIST (TOE-NAILED) 2 - led EACH END �L - �(a\4P IF 1U Pr 1.S? BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - laid EACH BLOCK SAFETY GLASS REQUIREMENTS OP PLATE CONNECTION DETAIL •+„"r5 LEDGER s1RN TO TEAM (FACE-NA LU) 3 - 161 EACH JOIST SAFETY Cuss REWIRED AT THE RLLONNG udTMS -I 1 - - - all - u - 'n J -raJE _ _ DETAIL 3 r1g / '"1•� JUST IN LEDGER TO REAM DE-NAILED 3 - N PER JOIST 2. &"glazing, ^y any an, tilde o anger had sauna or steam nm• " �4' ti '.�G�TR}g1fI ( 7 3 My Malawi within 24' or a ba.v Tar I ICHI r, F 1 c r I IIF T,H- _ r _In t T 1' rI - L,t I ne TIF all � CF V '\ MyIndividualant of ,Im wf an rx "Ur qn $ 0 N IF T F r - < 1111 1 BAND JOIST TO JOIST (END-NAILED) 3 - 164 PER JOIST 4 wore the bottom In Iw than I•' Mw the adjacent f rizi Dor " I "'^YUJ .n F 1 - I ,- FI / / wltMn X N the wFdaw. F _crT ^ mr _ f. ➢He 3 ' c _r1M1,c A✓ rear c t Aac 41 -1 anrrn,r-re=_ - BAND JUST TO SILL OR TOP PLATETOE-NAILED - PER FOOT 5 Ul " xWin N ya hot Wbo r ndoor pass within 5'-0' ( ) 2 1N of Re wat,,I 1 T 1 - 6 Mian ensity one larmil xUn 3 p• hrizmtaly •f e 11 FRANK FALINO R O O E S H E A T H I N G wnkni surfaw • _LCT -Fr _arc H t Na_ r I - - " ' I `t - L-N �� - • TIE RENIREMENT DOES NOT APPLY IF WE IOTIMI EDE OF - ' l+' . \ t / STRUCTURAL PANELS: PANEL INTERMEDIATE IDE GLASS IS SNE THAN N' AIOME INE FLOOR + F 11 �\ / / A EDGES WR1R1S —_ .Lr . = L Cm._ / / I PEP/ R INTERIM ZONE 5 „ tar la PERIMETER EDGE ZONES N G' G' ASPHALT ROOF SHINGLE NOTES _rjull / / / / C G/NE ENOWALL RAKE WITH LOOKOUT BLOCK N OF ♦' I Awhit rear Wmaw she how ,Hmi ship, w, Pham be ° / / / rap=r_. »- H Inmil and Pal comply with tM requirements of ASW 1-225 i] _ 4" _ / r 1IIni In mccorl xth sectRNSA / C E I L I N G S H E A T H I N G z ,NRIM, NII..wrmIn or copif per flnI note Fastened waI be minimum T 12 rye thanked with a minlmum 3/•• pith hos, and N wMcW,t lengthC cttsuM WALLBOARD 5d COOLERS Y EDGE / v" FIELDb wn penetrate mgh . will mi 3/18 and Into One immi He IF I rill cFIT , � H_.t on F =,1ulrzmmo e 1 I I1 FA VALLEY EY ONN TION DETAILL 3 Nnal real barer.- __ hew the Inherent number of fastened w IFoo1-romp^ a„Ilio -0.e in 1 V,11 I` F Lrdifi .n DETAIL 4 C gerund n application,• manufacturer. W A L L S H E A T H N G 4 Fiat .what ger Wlna•n tau be eacree to the nN r , naa•Tn,1,n : 1r 'F I -t rH re in....H, I I IDR I IFP.-, rq r1 - - n,m,. f.. 1 , .. ; n1 wlm n• Mas than four (4) N mi rr RN .nm,I, or to, (2) mail FRANK FAUN,) T T _ . meed - r1q en f .rJ STRUCTURAL PANELS/HARDBOARB PANEL SUPPORTS rr red nWa nn,le -+, 1 --r `-r,.,- _ r y -t r1 _ r1 c - _ I- see EDGES SUPPMTS 5 whomAnOwltt ldar thngln Wal or t minlmum ra oh (6) Wirers all irin,lo r 1 Mw the eat M 20 rM x Mgen Mw baro r worn the MN wind i F. ,I r -- MLHITECT RLC INTERIOR ZONES 641 i” 1Y Irwin a IIP man r ,stn Lela Y 4 N J I o-Ya me 1, 1-r - T,h M1rn Fr PerDESI2.IJ 3 CONSTRUCTION C EDGE ZONE r ad a" 12" GENERAL CONSTRUCTION NOTES — l e — 'chi Lr 'n ai PIT Fill F.r.L J tai Harno nub I An gen Wan canfrm w inurement,Re i rment, •f Ore Dml der Cape of NOW why SLOW _ - 1 � � - _ PUN Wishn , NY 11050 FlBERBOARB PANELS: all d seal Iu cmWm to 0e reubtmanb of any other GMw and uti ni _ _ _ - y 1- -f c _L Tal 53L3T5-5:11 3 7/16- 643 3' EDGE / G' FIELD ho n, 4rdfllh Nt^ Te IN,i nal obtain and mmrt Ir Of nrulw permlW ,I - F.. - v F_ - =,I - F 1 -I I ' F +1 _ 25/32" N 3' EDGE / i" FIELD InatcUmn , cNncw ath aand b ,f I n F., ,I 2 All fort... x..11 wt n undntm" aN of I TSF beady capacity, wn 4ff - _ FALNO§OPTON_NE NET GYPSUM WALLBOARD 54 COOLERS 7" EDGE IU" HELD ^ _ / toil pew IM low' of acybNa Manl ,tab w'IRN m the flid / 1 _ _ _ PARTICLEnn BOARD PANELS ad SEE MANUFACTURER 3 C• ldo her been rwlpN In wMmea wlth All 31"2 al case Ml 4 1 ' 1 , -LIENT INFO meets fair SWdunl C mml All MCI wxk %hall c ini to r•wlmnnt• and L IF�LO 0�� S�HE ZANY 7 HwmmrnA,l of AGI-M1-11 'Srwrfical M Structural Gancnb Farall N G OtlolxaCMI Mal; All wei" t.%sThL�A , N.a W II 6e 3589 al ser-Pitm d. - - OSbnne GTelli AesI1'Ence con STRUCTURAL PANELS 4 An from, members Wali be Fil n (A isre^b 1751 r (2) 2,8 peter IF _ _ PLOT FILL Street 1" OR LESS ad 6- Eu EDGE / 12" H •ger all gem wnryth upon othi noted. -- IJOTE Geer Sullulk, New York GREATER THAN I" ted G" EDGE / G" FlEu 5 Mme-lam ,sedan (Mi sea be laminator genera lumber with E=UNdN PSI L 1 - 4 ALL STRAPPINCI SHALL BE 1/ Y 20 GAGEISIMPSOI I - R = CI PSL an manufactured by MUS-NIST McMILLAIN _ OS20 OR E]UnL1 AND SHALL HAVE 4 MINIP IUM NAILING NOTES c NUM. hm. .,hand al Nam,,, nab, r.nma wab and under Nm<ub P,mb _ _ 1_- _ - BEAMING OF 12 ALONG PJFrERSTUDOILIST Ph rwn hanger nnne"ent at .m fim, atmdur.I Thad mail eandi " - FACE (iYPIOAL FCM ALL CONDTICNs1 FnS1l E.T rITLE 1 NAILING REIWREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE IF WALL -'I - _ OSBORNE-GRELLA RESIDENCE SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACI➢ES, NAILING kENIREMENTS 7 A11 coot• Mack •hill eanbrm to ASW CN. Mi Phil 6, two 'M' /° - - 14 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS, SUCH As SHEAR RATES, SHALL BE USED D All steel hark Prow ..Term b Re nwwrw,m if the AIBC 'Swnf... W 414 pIMOF I gW MpN Ylrr NNI y OMN1alE Ll, FRCUELT DESLTPTION TO MAINTAIN THE LOAD PAM. PosNq FwbNun and Url N Ster,ll Saw W voldi Steel nal Perform 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS. THE TABULATED NUMBER OF NAILS SHALL BE to ASTM A-572(NME 50) and A-MI _ BIIIIYL BMIPWF t RDBM fMVL E MNLE N ADDITION PERMITTED TO BE REDUCED TO 1 - lad PER FOOT f All ebcmca ark hall cnWm b tical NEC ser Underwriters Isber•txy nwb•mnW A�YIIIB MM N1VIN i-n i 11E IrNIN iM[ N 3 CORROSION RESISTANT 11 CAGE ROOFING NAILS AND IG GAGE STARES ARE PERMITTED. CHECK PIC FOR ADDITIONAL 1Eg 11N' lfA,a PHASE U mo-fbanme nnWca and Duet nail as UL waters REQUIREMENTS 11E wIM 16TY NMLL E DnxrN x YIMWII[ MM 4 ALL RUANiS ES ARE BASED ON Ii' OG SPACING FM RAFTERS, FPOSTS THE AND STUDS t Intal mak• bbctw red urban mnovrN MtnWp In occrrmu xlp. Of - DESIGN DEVELOPMENT 1 able ser Iwai case rryubmmb � NWIIM DFM Of M I�MIYL OYE N 189Y NII4 5 FOR ROW SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE N WE ROOF, INCLUDING 4 FEET IN EACH SIDE OF ME -- ROOF RM, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REOUIREMENTS SHALL BE USED. _ _ -'1 - - DRBNR BBNON MN Nlaa PIR PAWL E N!/LL N CHECEE lY ISSUE GATE 6 FOR WALL SHEATHING FATHIN 4 FEET OF THE CORNERS, ME 4 FOOT EDGE ZONES ATTACHMENT FEWIREMENTS SHALL BE 12 small Cn•4ry 1M n,Inni tiny mMp mm tx d nim, irl m rnxasin,tsen one M. - ; ANMWN rL aCMINi3. FF D7/ZDT2 USED xnk If am wwlrann mw beast r ruMf construction w b the Intent er "1 N -V - N ML fINV NVB, PEON, NN B�N�P���N NYplrp the LgxmgA the tormentor shall NOT the ananear, Rome, O. Ratty, at (631) _IF _ F BYRa •P 11E MaiDIR ,INYML asps. ^ YOInMIE LV1Mt LRA W N BY CURRENT DATE 724-75H Nr Galfical and/, mstru lila If Ne nnbactr bW to NII" the NTA!•n N E MOWN N TE NiRFII IBRBt NC OP teem p mAl he shall Saloum* nu rea•mbulty !x the c•nwu•nwn of his ,inlet, '- 1 BE DNULnN N drwgN Mx POG Nta TMD 01/25/7 5 onr/•r rrraann NVL IN N,w ,INN aWL NVE A nNE�IFN - 13. Re owner shall gmy he mp,wl N me wahucean xrk It ave VNPI{,TTN OP Mn NNNN TM ]M MM A DRAWi R, TITLE eamNance OR tee cntwt Nwmmb -- NNC=BMMN Ir, M Rn NEA1N TWI dN N CLIMATIC 6 GEOGRAPHIC DESIGN CRTIERIP. _ AeRNMWRE WIN aR. ra 14 Ylnn uun, AN pwaun has<ad lamb all nana,anwa,all rlatas red wind aria must 60 not dipper gai sized x eblmr at" fasteners __ _ DErwEx Dwu Iw2 A rw[ygE1 INw w' kNr WAIN FLOOR PLANS UNIUND WIND WINTER INGUN 51EIB AIR E - _ 4N IN NBBMVNE MM reRw Nta SUBJECT TO DAMAGE BY UNDERLAY- RIN e n wlrvOOw SCHEouLE LL S LeePlrvG ROOMS T1N1 N Mx A aMc-DwNaF� xM r xrt Nwnt ,IM SNOW (SPEED IN DESIGN DESIGN FREEZING - - rWEATHER FIR OST PINE TERMITE OECAT TEMP MENT HAZARDS PUDE% M1INt NVL eN1NB1 NWL E N MMINVIE NM NCINM UM MPHj CATECMY ING PEP _IUEWUU _ RI aY1L.WYE T w v n rAe rcmun rvPe. rs r.I _ r PIN IN NOBNR WL M1BNO NWL E N NOYYMF NM SHEET NO M 1 SE _ 5t i'I. . TMl A 1 2O PSF 110 G' SEVERE 1I 3'-Y NEAW SLIGHT - 11' YES N/A- ill SEGN� 57 G7 y i O • 1 A S '�e ..' ' ` ' :'#j' c ''twl�ry • . .: : u ' n1?A>:Ae`wi. i ' .rt : ' E%ISTINGACCINIENSEAFILE CATION ��I. 111E RELICAiE1 �'°. i�r'- It 5; x i11� IXISnxGFOonrtlrviro 11E1Mlxl - r . 3i , :^•„1 •. �. 0,f- ' L,i; 2'v( isi °:. :>- .. .,+,:i6 `I\ -- nMrensn — newsr ,Ns 'Z. M yJ i°Gp h'ti:. .a 1E REMOVED NO DATE OESbRRTION s hul i 1 0. �y,..>a s i+y"N^. ". . ' ..v`ra” 'SCG` _ +�'t,R - t { • { i F- 1 y c'MNI• 3��Y Vs � 4...3 {QQ{,� � 'I i > I ' x M� -WA ERS 61 L-.Jr EXISTING MILn TIRED CEGK TO ;PaF.i 'wry ':L: C. WAEER�I Io SUED TO BE REMOVFJ FOR INSTALLATION NU Gy 1t MT} WITH NEW SUFFOLK ,S OF ORAINACE RINGS, NEW OEM TO BE FLUSH WI TN OJI'1 MTd WITH REILLY ff E%IEnNG/ULKHEN n5 U FEIN FOR REVIEW 1 FILIN ' SET _ w L 119FILING SET yl ma _ ' i . {' .V '.� .�- • ••• �- 'w« _ ^"'tLECMIC _ I DISCLAIMER - - Ay - _T C_ ___ IMWINGSME1HE rR]rEIIITOF FRANK R( t - _ --� FMIW MCHIIECTILLC ANISHALLNtt1E ELE LOCATION AERIAL �1 LOCATION AERIAL �� I REIRNUCEI WITHOUT ME PERMISSION OF v ` FRANNING FUSAINIATI NOF KLC WARNING Ii IW$EniYIM2F$RW PERSOTHENEWYORH EIMANINUW HEISACTING TING UNDER RT ' SAW - Ir NG DIRCTIM OF LICENSED PINGONGIOAL TW CS JACU NGT _ 1.�- nryG/IAKHEAI IIRECTINI IFALICENSEI IRffESSI1NI1 SIGNS), IHE j 1ACUIIIT� I TO RUJN ENGINEER,ARCHITECT OR AND SURVEYOR,TO DESIGN/y J NEDISEgC II IERMW�Ii � i NTER THIS DOCUMENT IN ANY WAY IF ITIERSJ _IXISnNGEWIN -- HUFGASEO LL-_ --_J r --_ kTRN.THENFERINGRERSONSR TI REMAIN /ESICNIYIIHERS IFFypCAlE1AICCORB R� vOCMrLYAEWIAEMNTS OF NEW ' YNKENCATIONNN UW]ZMY IGITI•NIE IM =EL &V SAIR NST -- -- - NODE, SEEGROUND ELEWMIN RANI E-EMICWATERGM,ARD S/NHEL&AnN WHO - - - ff MIN TO USING HOUSE.SEOONNECT 1 ' RIMT•RMSINGHIUAF 1 RDCINNECTSRVI RUNNING �� RUNNIIN KIIS AND L-J II �1 RILNURDWNKIS CNlLETE MASTS^1E1"MN LMY, SITE PLAN I I X TA SF I vIs - DO III s�AE^EDo e0N Qo- _ r 1 I I M' G cucEtI7 y —1rtrErt !I,I NM +. .—REAMVE �' I( IENANM 1EF� U WHUSMS NG III �C=7 SIIMttNELs ` Cf? t4 O \ 1 —— t r lJ \ F$ j__Y rtFMWEE%ISn1�GCHIMNEY T MTGHNI INNING _ RSTINGSIUA! L_J IAlwm' NN III 1 +�' 9_ I II L F-3 FRANK FALINO L_u I R t ® ® ® ® =I ® ® ® c - - - - - -___ ' H - - - 7. 1 1 - - -- - - "- - - EXISTING SECOND FLOOR PLAN r T i ,,r - 7 i u j I infill {I ' T 1 II T IIID 11 m --- _ NcmGRwlEknIERERn'EI L irxrunNMRwi 1 M , - I '' I'll It i--_—` __� - , .I u � U"NGFWNR1naa " !POSTING MILn�1EN 14— - - - - -- E NnnGFlununM'E- FRANF FALINO T FIACTFLNRWAlIS,MMS.ANI WMINSn BE RGANVEI FOR INSTAUATIIN FIST F'NR WALLS.MM MOWINNWIT• Mi:ITHEOT ILLG BE MMIu£1 AHNE SINGING GIRDERS ANNE •FOUNDERING& 1E RDNVO SHORE F%ISIING GIRDERS NNE DESIGN t CONSTRUCTION 0NEWKWTODEFLUMWITM . NDI AHI EXISTING WEST ELEVATION 16 Hann n•a1 /�I i /� F•n wasnmllon. Nr nos 1� =====--== ==<-_� SCf=��_� �1EXISTING SOUTH ELEVATION � Tei GLA-PTs-ssn IF - 1'0 1111 1I IEMN11 1 DENNIS SII 1 ❑ FAINgIRNLINENEf I MNMIGIVINRASTIi USE 1 1155E 1 1 CLIENT INFO It II 11 I11 _ J� y„ LEI Osborne-Grella Resm0ence 11 1 � — — - wIxG MINA�IrI --'l I' II LI-= _SC__Ilr - t1 ' A L_1 � _7 - 12 InFiscso 1•1 w k New York HALLWAY � 1 IJ25u11n1 RAhIW NLnnR 2 1 -- NAINIWEIF ' — ExMnNG NIM IUAELS Mn,lCT TITLC IfI z+ DYE IIIF� -- w-ANs,nralecic � I � F--� OSBORNE-GRELU RESIDENCE AL _ SI{IE _ PROJE-T DESCRIPTION ADDITION __- OPENING 0 nM LI_ fns J ( c �r I — MEcx'Llsn j I 13TCHFN a-_ IIF F�� I',�I I ! 1 j 1 i I L-- I --� ' PHASE It II I�+11 � "� �� — I ® � ® ® ® ® II DESIGN DEVELOPMENT 1I TF7II THEEKEI a1/ ISSUE DATE RIUNGFNnunMl - - -_ — _ — _ = FF 07/2012 NASTFLNRWNLIINIIS,ANINN p145n ,J _ y CURRENT DATEDRAWN IYIE REMIKEI SHORE up Ix TMD 01/25/15 NIRNJIt3I ` J � L 15- t -- -_ -- [ 7_- I PLIYIF1kn1FAFMWORAWINOnTLE =Mi1IEEN m� I RMI 11 EXISTING IIL____ E6nNGMILTITIEIEG( FNNASITF }[ AV , O HE NRFNUSIN HIGH FAIR WALIS NNI,ANMFIRSTFLNRWI DOME, WINDOWSn FLOOR PLANS, IFMNMMEENIEEYI SHOE BE REMOVED SHORE FJSTING GUISSEANE ELFVAT10NN NEW DM n BE FLLSn wl op l` SHEET N, IFRSnNHUWIFN - � EXISTING FIRST FLOOR IPLAN EXISTING EAST ELEVATION (REAR) A - EXISTING NORTH ELEVATION 1 T- X _ 1 rNNxM141NER(whM1N[EI) FILE L�.ATION S! FLH3HANEA EYP a FJ TOGlnICONNECTION) n EVISi, NS ixl]F,r 0xI201V HELICAL PILE NOTES NO DATE DESCRIPTION - LTHE HELICAL FILE SHALL BE CONNECTED TO THE STRUCTURE USING -- 1.ALL RILES SHALL BE PATENTED HELICAL RILES AND APPURTANCES AS A RTS ARROVIED STEEL BRACKET OR CAR RATE AS - FURNISHED BY PREMIUM TECHNICAL SERVICES THE CASE MAY BE AS SHOWN ON DESIGN ENGINEERS PLAN. THESE - IlI1R IE AS CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY TRANSFERRING 2. HELICAL PILE LEAD SECTIONS SHALL BE MODEL RT MEIFE WITH CONSTRUCTION SEQUENCE A2 D SQUARE SHAFT AND (iii',NG AND (1)10'LLE DIAMETER HELIX THE STRUCTURAL LOADS TO THE HELICAL RILE ,z•x,ruxc nERwgOxr !. WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH - vER11cAIRrNNMn rC7 or LEAD SECTIONS LONG HALENDINGL BE 5 6 N VE HELIX CLE RANCE ON MAY{E HELICAL PILE THESE RECORDS SHALL INCLUDE BUT ARE NOT 1. LIFT EXISTING EK S TING FIRST FLOOROR LUNG STRUCTURE - 5',T, OR 10' LONG DEPENDING ON VERTICAL CLEARANCE 2 DEMOLISH EXISTING FIRST FLOOR LMIE STMEFu- i 3HELICAL PILES, EXTENSIONS AND APPURTANCES SHALL BE HOT A PROJEITED CT E FOLLOI 11 NGAMEANDIORL 3 CONSTRUCT FOUNDATION NR ACCORDANCE FOUNDATION REGULATIONS - - wFnFUTenRAPID ii FMIRn COST mc swnTPEenETEn A PROJECTCONTRATORLOCATIMA 4 CONSTRUCT NEW FIRST DFLOORNNTO FOUNDATION - FaaENuwnrwuLSlmPIm DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM Al 53 rG IMYIwI B. NAMOF E TH INSTALLATIONORS MAN OR REPRESENTATIVE WHO 5 LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR - -T 4ALL RILE INSTALLATION OPERATIONS SHALL BE SUPERViSEO {VA WITNESSED THE INSTALLATION IssUEO To 0 SO NAM N.Y.S. LICENSED ENGINEER COMMISSIONED BY THE PILE INSTALLER. C DATE AND TIME OF INSTALLATION Tar G+ 1 . MTG WITH NEW SUFFOLK c THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE GRADE � D. LOCATION AND REFERENCE NUMBER OF EACH PILE IF m 1 ' MTS WITH nelLLv INSTALLATION OPERATION. yky -,z•x,zcac TIE _ C�_ EDESCRIRTION OF LEAD SECTION AND EXTENSIONS INSTALLED C5 1, owNLn fnn nevlEw lAWI" MT MIMIIL 5, HELICAL PILES SHALL BE INSTALLED TOA MINIMUM DEPTH OF 20',AND A F OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM THE BOTTOM c701, FIUNU SET _ _ _ _ _ _ MINIMUM CAPACITY OF 15 TONS (WORKING LOAD) n1e1., FILJNG G. HELICAL PILES SHALL BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN OF GRADE BEAM OR FILE CAP EleculMEM - - - - ALL CHANGES IN FlLE LOCATION MUST BE APPROVED BY THE DESIGN ENGINEER G TORQUE READING FOR THE UST THREE FEET OF INSTALLATION IF IwwWGSCRE TCT PLUG MI HFFMrvx PRACTICAL IN LIEU OF THIS REQUIREMENT, THE TERMINAL RFENNOEM ARCHITECT NI PMIS NOT INE 7 IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING rtMRNn LING ARCNFEGHE PERMISSION OF zr INSTALLATION,THE CONTRACTOR SHALL HAVI E THE OPTION OF TORQUE SHALL BE ASAM MINIMUM, ASNx FALING CUIDDREc H.ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION NOTE: wuwmc rtlSAwau9Ux 2ToANY REMOVING THE OBSTRUCTION, IF POSSIBLE, OR RELOCATING THE RILE, PERSON L UDWV ESSHE IS TING faun R '�rxrxln 10 CERTIFINSY THEKS PILEIN.S.TLLATIO RECORD. PROFESSIONAL ENGINEER MUST PROVIDRESIDENTIAL AC'TObIA'fiC FIRE SPRINKLER DIRCTIM F3SHEISncnnGUNDER THE WITH THE DESIGN ENGINEER'S APPROVAL THE UTTER OPTION MAY clPUTT CERTIFY THE PILE INSTALLATION RECORD. A CCOn1ING TO SECTION ENGINEON OEAUCENEEIM SU"EYL REQUIRE THE RELOCATION OF ADJACENT PILES ENGINEER DOCUMENIN van AY IF 1,TG ACCORDING TO SECTION 9030E THE 21110 RCNTS 1r NEPA 13U uTERwISIBUMExTIx ANY WAY IF ALTEREI,THE ALTERING PEPSIN SHALL CMPLr WITHTHE REIU111EMEMIFNEW YOM EDUCATION UW DAIS DETAIL SITS 1Y ViEAW.WAYPERNETER ATB HITECT'S SEAL zyr 1T3• 21'r \ WM34F£sHEfTA4 r mj• air SPUR4 + I + I3T snTl .5V MST SPIT EL 7\ 4ST NTu .sP I*fN #0 Z_ _ _ _ _ _ __--S Z_______ ___ _r Z S H+ _ I + sTurvconcTr + I — - - rvEwx,z Nll,rlc❑ ❑ ❑ — rl ❑ TT2tuirr 1— T '1— TrSfSliT l— TFJ uE`va,z ncG FJ F,c Ic ulmz ,zxlzclnc nE F 'SA TsumminEnAswnr rvEwn,znu F2 ,PlcnANm"MRR wAUPxLry - _ PBTFNM NIMF � - 7A�y e2E [ IEMEExnIFGRs ITrP FzI 4 R a �_ 4 VLOWGMNF 3 C}�•: .s 0 EMMWTIW ! Pw',ERk NMN,i• rR NSUUJI1VW NU 1z•x,r«NNMWI(pn PATCH wnYiI«nKOWNER ATNEW FIRST FRANK FALINO VEIrtIG1nElNEfMnELA S" I I P•Ic HMIMxTE" ANIMATE C� r I xeucuPrE BLxv I AS nwiATIMI _ i - r � �OLL - - ----- - --- - -- - -- JoL ------ - -- - - - I - - _ +-� I', MRErUIREr .H G4UOENMS xEW,]x,IPIEA� + L _ J+ IL_ _ AUD HE\nn1EUQWAY IttP) MSTEIUMNNE J zwxzMx,r I _ _ _ _ ___ _____ _. ._ _ - - - z / FwAIHG�WT Iz) c sTLDAN wl BMuGM WIT�RMGR BEH CFAE E w� _ PaTFPaN I L ____ __ ____ _ -_ _ �PNYUNGM MIFrame nM,M,FINISH � � _ I I 1 I I mru Mc s¢E I I � I I � / � � ! L - J- � H ORAYEI I I '� LL III ` GUNET T GIUVEL " ! zea, r GMVEI----J E L Iii — _ _ 3 tI FnAI1H IAL No T - xEw xEwace xFe llrlc NEW 3 ,.Y,•%11 PaTFnMNINE e ,CH ,,., s I C 1 )M• LVLxa WOTNG MILLI III BCH -� Sp _ _ rKTiRGNN�VE TIIEnEM1NVEO FOR -� r❑ -� -� - • IHSTAVATIMIf OMIN1GE MCHITECT, PLLC _ ____ ___ _ __ - ESItrN & CONSTRUCTIV +❑ I ___ Y -+E] __ _ __ } r ___ _ __ _ ___ ,i•GRADE1 = +52' LLElvalz lFlrlc _ • xexnnuclUlrNNOixuMx.PIERun xEw FLBIile0 rruw AsrErt POSTERIORI Ews wliNOi Exlsnnc TPoq el 6'1375N I____ __ _ ___ IUIww — � ___ _ _ _ _ ____ -- —� r , HRP I nT21 J 1 I �_� - 515511Nv 11 csD 1 1 I 1 1 -cnABlwasmuTunE Y 1 1 MBNIMNUFAMURS AUNc GFINUNENET I nEBIkENEMS,REDEEM MMMLM ! 4 = I y rrI .NSMr UP uEAnu,cENINE ExrEnxRGMaE p j :LENT INEi 1 1 L IS I I e m - MMSBNEFMBnEMNE AREATYPF3) F � - - - � � Osborne-Grella Resitlence IND 1 ,a,r n'-z 1 wuxGN 4 _ _ - - - � - 1vrf.>1 sN••r X11 L t J11I� PERrvrs IMENTAL LSW ¢l zes y - New sun•IH, NOw vom ILIG MIE irf I _____ ________ _ I T _ _ _ _ _ __ - s,a -11 Ile PAUL UWxw _ EUST MODEL ✓iS _ 3' CANTLEVM - mur MNIVE / (3 EO COM LWIG� - (WRwrvI IN N - - - - - - - - PROJECT TITLE 4 OS{ORNE-GRELLA RESIDENCE - GALVM'QEIn - LIfATMY«PRMKEI a � PROJECT DE_C PPTION —_—_r_, + Vwog WYp)wa _ _ AWKNSER _- �, ! swurcacn- ss BLn FA ac - - � ADDITION suNOrn WAY Ly❑J L❑J I - �- - -INp PHASE MAILIaLrI f i + PROM3MWUKWAr - FRMAAYVE P 1 .....nr. - LL - - - - DESIGN DEVELOPMENT z rr 4 - r BN. = N,2' _ _ LHE'.M FI Ir ISSUERATE ------ y - �__ - _ M FF 0712012 UNIMWALL GWRIMLPa NNE _ 121TEfNNINGWALL R.WEI SFJM1C . TWNN2' TWYNT IESIGNMITHEN � 1 EMMINGJACUM ___ _ GPAWN IY CURRENT DATE BB xn E wn 6 RTRLICNNMm IEIICA 1YTR11C111RS' i - - III nnBM14E1 TMD 01/25/15 nHMS) BSGNIYOTHWF- " . _ ____________J L L- _ J L _ I - -GLWUMIIPEnINE DMWINS TITLE -- -EMINGFMEn REMN FLOOR PLANS & DETAILS I F ANGLE IF EM WALL TO B PARALLEL TO PRM UNE 3N' SS 'HEFT NO r - ExImNG FFrJCFnI.wN 1 FOUNDATION PLAN GROUND FLOOR PLAN F SuH' Iri' = 1'�i' Ale I = I'II ' �' �mle EAST EXIST EXIST FILE LC CATION \\SPt / µ11�/EMNx - vP.t EXISTING EXIST'GMASTER H WIC BEDROOM III REVISIONS ' /EOROOM CL \' Ti urE DEscnIPnBN / ' nRELOCATED F EXISTING \� SKYUGHT / EXISTING LIVING ROOM x - BATHROOM BATHROOM I Un1,EIT, S d - - FIN.FL . = +23 G' ADicc sD E(NTFJ EAST FJ BOOST FJ EAST FJ , N — IXISTG \ O'/ 8 EXISTG - BATH CL IF BALCONY � ! SO _ � a — � � IssueO TO Hr LAUNDRY r h 3 w N 1 . Mi W1H NEW SUFFOLK IF 3 051C11a DUG WITH REILLY _ BEDROOM. - - CL. � 1LAYROOM E3 If E3 —F 187GM nREMN ti 1151acWNEn FLA REVIEW 11 9FIN.FL e1. = +11.3' c O u70e,13FIUNGSET 11 12,13 FILING SET L CLOSET CD SO p.� 13v H- DISCLAIMER - ����"" MISiGCx i1 / \`FT DRAWINGS ARE THE PROPERTY IF FRANK KWN— / 1h,A: FAUN$,MINA PLIC AND SHALL NOT BE NEW REPRODUCED WITHOUT THE PERMISSION OF POST MOM— i EXISTING BEDROOM / \' RMITRV wAFRAa,lxG'I"'isAVI.LARCHITn:In vTxE xEwvaR Ali MTFROM - ---- - nOVE —� EDUGPONUWSECTION7X12FORANY _ PERSON,UNLESSHE ISACTINGUNDERTHE A mm lam F DIRECTION OFALICENREO PROFMSIONA ANNE RLYIIO " N / $0 4 ENGINEER,MCNIIECTORUN SUKJEYGR,iO 3 UP AIDER THIS nLUMENT IN ANY WAY IF MECHANICALpp — FX SItnIGHT�, A.TERE1,THE ALTERING PERSON SHALL - - _ COMPLY An THE REOUIREMENTS OF NEW DPExnwLxu / OPEN TO BELOW CL\ YMEDUUTIONUW7MZ — 3PTYPi FIE11 w.u11 / Arl_a — PMEnnr AS 3 1 \ F AND CEILING /I ON z RESIDENTIAL � ON / �OLOG CODE \ Im2%i RR _ 11 EW Ii X 117 • 22%1 2% 1 _ _ i IO11'OC FN W'%11- L C%1X IX G1 LVL R �NEWCW1a IEGRERS) CXIS CX15C%IS CX15 CX15 N 2%1 N.IS C%15 GIN NEW2X1 YO AFCHITECTSSEAL BUD N ' 1 Be —Ar,POST Xr nOc w m CsySjH� '^�Hr E e RED GIRDER Os� 4X4POST �- trvs' -� \ 5F CF ;tc — — LINO — FIRST FLOOR PLAN SECOND FLOOR "N FRANK F-A J � Srile IH' = L•..• L Scale IpA' = 1„'• R H - — T r E SLOPE C _ l FRANK FALINO T ExISTING AR^.HITECT, RLC IKYLGM DESIGN &ITNSTRUCTION 16 Haber nq1 Port Washington NY 11151 TCI 631-375-5511 ESITINGSOUAPAIM � i I F111NOBOROAUNENET - - LLIENT INFO Ir Osborne-Grella Residence NOTE: FROVIDE RESIDENTIAL AUTONIATICFIRE SFRINII — — von First Sven SYSTEM THROUGHOUT New bunMlx, Fri fork ACCORDING TO SECTION 1113 OF THE 20111 RUMS [ NEPA 13D - - - RMI JECT TITLE OSBORNEGRELLA RESIDENCE PRC I DEDESCRIPTIONADDITIT ION PHASE xwE DESIGN DEVELOPMENT E%IsrING _ - WAGHT 'HECKEO or ISSUE DATE FF 07/2012 xOR - - - DRAWN BYCURn ENT DATE MIRTIxcRRMPMas— TMD 01/25/15 r� ISTNGSILRRPMFIS ' DRAWING TITLE FLOOR PLANS _ xwE xiPE �I SHEET NA 2 ROOF KLAN � Scale 1H• = 1•..• FILE LOBATION FEVI SI nNS NI DATE [ESCMIRTION I ISSUED TO S4T41n MTG WITH NEW SUFFOLK 05011 : MT3 WITH ME ILLY 0513TONER FOR REVIEW 07 BE 12 FILING SET 11 12,13 FILING SET DISCLAIMER IMMNC ME THE PROPERTY OF FRANK EALIND,MCHRECi,IILC MR MALL HOT BE MEMBRANES WITHOUT THE PERMISSION OF FRANKFAUN•,MCHITECEMLLC WMNING IT IS A VIEATI[N•F THE NEW Y[ PERSONUNLESS LAW GECTION HE IS ACTING UNDER THE FOR MY •SttIN R PENNING 01 MOTION OF A LICNSED MNEMONIC ENGINEER ARCHITECT OR UN[SURVEYOR TO FM• QbyMALTER MEM IN ANY WAY IF EISTING ATTIC FRMINGEx STNGATTCFMM NG XALTERED THE ALTERING PERSON SIA LL MILDLY WITH THE REQUIREMENTS BE NEW a NO CHANGE "P^s NO CHANGE YORK EDUCATION LAIN nnY ___ EXISTS R n EAIIICEILING ARTSE%kTINGCEILWGJORiG 3Yr ENSTING HEARD EwttwG EXISTS LIVING ROOM Exlsnrvc weu BATHROOM SECOND FLOOR WALL STAIR PANTRY EXIST NGEXIST NG L EXISTING TO REMAIN FRAMING AM, HITErrs SEAL O R MAIN L A I •IfRE[ 'IR rr���� CC V�1 ♦t'µ •w C'r �`T'r IXISiINGFLNRJ0131E _ IXIGnNGFL[ORHIttl � � C�• � y USTINGGINER - RED GIVER —WRINGGWR 1 _ H•R -EXISTING t•A7 .ek •tl FU•n A 10 RANI MEC CAL R OOM ,/ PR K n EXISTG •EC i•IsrE NP fF• '>4 — st y \ FIRST FLOOR REMAIN . 1 PROPOSED sw•xn-IA•PAl4V.M \\� - ISI � PLAYROOM NXTINWUS EW WNL FRANK FALINO TRUI NNSTRUCn[N ry MFRUCTI[N GUMIRVLATiOP[F 1 II NEWRf1AININGWNL \ i,L A {T . - - - --� 14E --_-- ✓ +13.2 RErun42 1 ID)b1JJjNAX N• a s1N•x 11.IR PAPIL/ll�' �.` TW rr 1 PMuuMxw VESTIBULE CL' I � +� 3.2i• (R� 1F555iEELHU212- NESUCNRN[ESIGN IWLA4NIEl) —1r1>1(!'%n IRMRLLAMIWLMWMFI) lA V ENS(M OB FJ T. - AYYMFR5) GERINND. IT'NLMANMI H GIRERGNNECnNI / •IIERINGWEd HR)FIRG.E "IESIGNRYMEM— I� E%TERRRGRNELNHR) T GV+IIENGGL,IGE'WIMGMEM FIRECNE GO DEN3GVS5' VESTI� STUG ..NExIEMM"TM WITH CEMENTSTUCu,N ' i E Ex1ERRRFU XknNIW FINISH i _ PROPOSED PROPOSED -� Ci PROPOSED ExlsrwG GRADE FRAN AT DO 1-_--_J_y``__ _ r„ 1 - r' , SSI ^NET STORAGE' r- .M ErNP \ IXISIWGGR4E ------------------------ `_ ___ ___IG _AM ______PAIWNGjPARI(ING I DESIG F& CON T •� 1 1 , rrxzrxvr a1 izzlznE u ' } L -- T fA-1 P•n lw13e �+ cT nLc ' - — — cw ___�:______-___Y___� _ corvsrnucnoN IXlsrwGGME - H— _ -" 1c Hvn•r n•a/ 1 _ - t _ � SU4 NY 11050 •� VSTYUI£CHECK NMPACIE•FILL.E•W TIE IFAM MICAL FTG S[E PILECM i ME Tel o1 37E 5511 — SUIN VESIIWLEREECK WN15 SW1LN•TTIE SW NGM•E FNTING(ttR110EURII _ WAIl{1S'r.EP)SHALL _ i INi[NEW PIIECwC.VU •ESMNSYSTS R5'�' �f NDinEINF•NENIPIIS FALIN[BOPTgiLINE NET (ROSELAND YY UVV rJr q WGAN.CJVIE•FANS LITIENT IIIFNr 1 SECTION _ r:�\ SECTION osY•rno-Grella ReslR ence Sole 1/4' --l-[' sole 1/J• - I' •, 1'ISO F,r3t Street New Gullnik New York CONSTRUCTION SEQUENCE PRO IC,T TITLE I LIFT EXISTING SECOND FLOOR AND ROOF STRUCTURE OSIORNE-GRELLA RESIDENCE 2 DEMOLISH EXISTING FIRST FLOOR Rn DEsr;nIRTION 3 CONSTRUCT FOUNDATION IN ACCORDANCE WITH FEMA REGULATIONS ADDITION / CONSTRUCT NEW FIRST FLOOR ON NEW FOUNDATION 5. LOWER EXISTING SECOND FLOOR ONTO NEW FIRST FLOOR PHASE DESIGN DEVELOPMENT CHE:KED 5Y15UE BATE FF 07/2012 NOTE: LM4WN BY CURRENT DATE TROOP IDE RESIDENTIAL AUTOMATIC FIRE SPRINKLER TMD 01/25/15 S1 S'EENI THROUGHOUT 4C'CORDING T'O SECTION 903 OF THE 2010 RCNYS & NFPA 13D DRAWING TITLE SECTIONS SHEET NO A- 3 FILE LGbATIJN MEVIEIjNS Nv DATE IESCRI FTION EXISTING IIVAMlELi-, __ ALTERNATE k1 PROVIDE— \ _ _ _ - ALTERNATE .Y1 PROVIDE _ - LARGER CASEMENT WINDOWS IN XIS WINDOWS IN EXISTING r� - -- - - WINDOWS IN EXISTING OPENING OPENING L 1 ISRIED TO W 04 13 MTG WIT KNEW SUFFOLK ING113M73 WITHREILLY HORIZONTAL VINYL SIDING _ - - - -- - 05 1S OWNER SET REVIEW 11111 ] FILING SET 11151 : FILING SET EXISTING DECK TO REMAIN _ _ ——- - - - EIVLAIMER IMWINGSARETHE IROPERTYIFFRNJK NAI LIRERMIUCEDTW UTTHERE IRM 0511NK OPEN FRAME STRUCTURE - ❑ - - FRANKFALI IT AA A01- CTJLLC y MEW4RICALVFNIS — MUCKIIRO RRAWOLANNIN72 OF THE NEWV OR - - [:D11 GREs - WM ETC, REIUGnONUW3ECPINItN1EQIHY GRE55 _ PERSON UNLESS HE IS ACTING UNDER THE IE I IEGRESS) - DIRECTIONC£ALICEMSEIRROFESSIDNAI 1111E _ _ _ - -- ENGINEER,ARCHIIECTOR DAH SUWEYM,iI _ ALIERTHISIICUMENTINANYWAYIE _ _ _ VENHY TIDNDFRMRERTY ALTERED,THEALTERINGRERDIN SHALL _ _ _ _ _ _ _ _ _ _ _ _ _ COMPLY WITH THE REOUIMMENTS OF NEW rt%IST PROPERTY LINE FENCE, 3iii _ _ _ _ _ L I 1 ` _ _—k - rr� _ __ _ _ LINERNCEMIMM _ YIw EDUGTIw UWM9Z PRESERVE IN PLACE _ _ __ _ PRESERVE AS REI1111FD T FASTING FENCEMORI - - �� I _ - ARCHTECTF SEAL y rvENE I > T " I I ' _— _ - III ;' DESlwlrmlE E A I FISHING FRPiEPED BECK ry1E WOODEN FIR T U4 C INSTAUAHN IFMMMACE RING NEW MCKTD _ J n BREAKAWAY WALL A4 \ SEE SHEET A , •H GARAGE INRRATTACNEIi1 IE FLUSnw/iY DFElISIINGwWIEAD AuwW"i1N1E�IIRETAMINGWAll 5 i NFAHAWAY FMMING(rvP �2I TW .I N]' ^h FOR DETAILS $TRUCTURALIESIGN IY ITNLM I 1 a WINDOWS. ` 'RAL. •z �.,;;{'�+`• NOTEALI, WINDOWS ARE Ht TO—BE ANDERSEN LOW F EAST ELEVATION W7DANDER ENLOWWINDOWS 2 WEST ELEVATION FRANK FALIN_0 A R C SI4RPANlS - E - E C E \ =RANK FALINO T ARCHITECT, PLL: D - - DE3L.N i OONSTRUCTION i 1AI1 - 11i / - - Mn Washmp.n NY 11050 C%is MADE ESIinNG TI 631-3I5d511 W UNSWWITwu _ _ TT I -I - XGRESS) I� W� , - F&IN"$r NLINENET M — CLIENT INFO / / \ Osborne-GreIIM ReslDlence \ . ; Ne" 50LSVRe1 New > � y Su,lnik New York '- cRls � cxls '• '� cxs I au � , � \ _ PRS, IECT TITLE - --- --_ - -UIRTMRAIMWAY WAILR AS REMRM- . OS�ORNE GRELLA RESIDENCE - _ ___ _ _ _ _ _ _-_ -- PTIWTDESCRRTION -- TFTT - ADDITION - - -- - III I _ r FHASE - - _ UP -- _ - _ \�\ ------- I ilU DESIGN DEVELOPMENT - - ,♦ XEW IECKEIEVATIw HELKED IY ISSUE DATE FF 07/2012 DMA DY CURRENT DATE \ I STING TMD 01/25/15 ND E UJUING MIUI TIERED DECK TO BE REMOVED FOR IUWIW DFANINGWALL NEWwUNG•M - UGTIIN IFR MACM KMM BE RUSH 0TIP OF INU&�TIN OF UING WLMIEAINNW NEW DECKD OR TITLE TW / r12 EfUm PRIRRTYUNE II GNIENRR=a 11 (MIN) - --- —IG Uf:NRAL1E51GN DV DTHBVS) FENCE,TGPWTDE c,MRI,uLATTMw ELEVATIONS !EM'SHiIC SYSIw �MEENMGMMGEAEA REfA1NWGWALL SH EET Nn SOUTH ELEVATION ABOD4 FILE LJCATION f Base ('nrT.vw'I C x,4 no W, f IiELOWFIFA ATEH DESIGN AND IBCILDINGS I.IICTION IICATEDINCOASTAL HIGH HAZARD 'r.:y . YWDANCE FOR WIREAKAWAY WALLS, La AD. (((( SmyAanar 00111 A4 till 3c lomuleU Yx4 Sold spacing tmcheSf NO tlftemit malign wind spew mph; aao weed-trained NEvlsorvs NOTE n . \ "� ii - I AREAS, IN ACCORD INCE WITH THE NATIONAL FLOOD INSL RANCF ' \ tspanP pR(Ti4R n - — - li WM •e,1F nIPTION PROGRAM '1'ECHNICALJULLETIN I/AUGUST 2003 '� ' �F: � _ seirlake nrenb;Way wall l:ClghLS (NR. 2 GraBe) I ' ` s^,eM*In3 FNM! xl_ Par A007.0 110 t t7! ' , i3I'tp � 140 • r ' WSix':'�gtci }M5 Wa1H w1rt I ... _ _ " __ ti _ --- i;. . . ----- t .., x a u 9NJ Snn.nmkrhtMt tYsl i:nW:t KEN PERFORMANCE ITEMS OF BREAKAWAN WALLS ' \ ( yT n „, I • CONTINUOUS HORIZONTALSEPARATION JOIN FRETWEENTHE rt ,i 3.:!� Ne Hata Nyo:etG (!- y�r al.AWxa ren^M ____�I " 'r'. .x It 4iREAKAWAY N'ALL ANU WALL OR STRUCTI RE ABOVE i LSC -C qr >b4 CONNIrY,1 Ea: B-xs uYu'd THEint 'P - -----% --- WITH WATERPROOF SEALANT uutl'oR d 3uA.away C=„m - - Cdal • BREAKAWAY WALLS MUST NOT SPAN ACROSS VERTICAL y f > R4Rypi I Table 4B. Total reiwel numoar of IM galvanized Gunman nails (Divided equally r, ;% evenlY Spaded) Be W00111-ftiONI Breakawey wail csnhBwnars (0931 rill IIIA T 120 millo hntbm mti 4wr M • UTILITIES MUST BE RUNT THROLGHCACCESS HOLESWREAKA WALL .- � , -*� .. era "k*A;4 _B � .... Y __..B ! Ii5(113V FOUNDATION ELEMENTS III • NO UTILITIES CAN BE II ta'Rn<vNxxRMs(.am�g ... T �l___:_._.�:��__.-. . .i - _.�.._._ ... n. ,: rc wnH NEw ,uFFolrc lt •' \ .. f "Iasi[:yA'Jsxs' iNt ?R f.WI S`Rn . . . _ 2v EF S:' At IFiCT . _ • ALL UTILITIES LOCATED BELOW' FLEb'ATED STROCTU RE MUST BE me wliH nElllr FLOOD DAM AGE RESIS'T'ANT AND ATTACHED TO PERMANENT � E FwNL n FOR nevlEw p nv , _' FILING SET STRUCTURAL ELEMENTS U.V THE SIDE OPPOSITE ANT'IC'IPATED _ SMnr"% ' FER rMVJ.rtN1k:: .ct Nt '�'4'$µuwxj +i _ Y 'yl ij yi NG SET e WfaI. NMN2 % 111.11_! � WAVI: AND WATER FLOW Iiia - DISCLAIMER • OFBBRACES AKAWA NOT INTERFERE WITH THE IN"1'EV DED PERFORMANCE " -- ' ---' - ORAwNGSAl1ETHE PROPERTY WILL NOT OF BREAKAWAY N' ALLS NOTE WOOD STUDS AND SHEATHING SHALL UE L'EUAIt RPRQARGRII ITHOOF HERMIS NOT RE FRANKFICEI WITHNRTIERERMISSpN OF SIMPLIFIED DESIGN METHOD FOR BREAKAWAY WALLS WARNING ITISACNNEGT OF DUA TNcnls MMfSN7 IFTRMY ro PEG . NUWSHE ISA TIN UNDEPV S..J. NTS bl"gl 0NIESSHEISARMG SSI L NRECTIIN•FALICENSEPRROFESSINUL ENGINEER DICEET NANNRAYIF RRTR Y,2SRACIAGIMP"RC ER E! ALTER DTUALM INGPE YWAVIF IRFNUWAYWN15URf•R&"s - ALTERED WITH THE R NGRERSM SIOFN (ffEIET yAal) YORK E WITH TXE AW DOLMENiS OF NEW nnN uuana uwrrtlr it x IFY11 III RET LAs Ir- IT X 1 HER FOR \ - xDJOINAr WAGS IREANAWAYWAU- SERETNLS sumR! ARCHITECT'S SEAL AEP$p 4R� n s5 uV k`1.!f AV fr IF.;, ❑ ❑ r- •HfWENMATTNYlEOM ITT PROPOSED FL. FRAM'G ABOVE lip' NEAIGWAYFMMNG +Y U-•,;�'s IIIEAIGWAYWILS REERETNu - PERMANENT 2 %4NAILER BREAKAWAY 2 X4 CEDAR PL FRANK FALINO A _ R - T 2 X 4 CEDAR BREAKAWAY STUDS C ❑ i H TT I SENT - IET EETAILS LS E C 1 FRANK FALINO T LLELL � aI LESIENECT, PLLi, DESIGN i O'TN$TRICTION ITREAIGWAV WENL�� IIIEAIGWAV WNIS a Harbor Raa• P•tl WashmS,•n NY 11050 NRMRT SEERETAILS Tel E3,3T5-5s„ — — — — — ___ ix4 CEDAR BLADES El. N FNINW"MLNENU # STRUCTURAL COL. (BEYOND) =120 BREAKAWAY WALL PLAN NOTE SEE 11A-5 FOR NAILING SPECS Sldence 4 �n� I,r - r.n• BREAKAWAY 2 X 4 CEDAR PL PERMANENT 2 X 4 CEDAR RL. P=ry IECT TITLE OSBORNE-GRELLA RESIDENCE PRT IECT DESBRIPTION N ADDITION FHASE DESIGN DEVELOPMENT 1112- SPACING BETWEEN COL It 1112'SMCING BETWEEN COL iSW - - ( - -- - - - CHECKED BY IssuE RATE GRADE _ FF 07/2012 . - DRAWN It pUPRENT DATE TMD 01/25/15 T - L CONIC. SLAB AT PERIMETER FOR - .IKON BREAKAWAY WALL SUPPORT In AWINuTITLE CONIC SW AT PERIMETER FOR CONIC. SW AT PERIMETER FOR - - rl- BREAKAWAY WALL BREAKAWAY WALL SUPPORT BREAKAWAY WALL SUPPORT DETAILS CONIC COLUMN - - - CONC. COLUMN � TYPICAL SECTION THROUGH BREAKAWAY WALL SHEET Nu 9 TYPICAL SECTION THROUGH BREAKAWAY WALL A - 5