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Ilii RIDE YARD 4234' OUT LIGHT FIXTURES ON PLOT PLAN REAR REwnmonrasTo kMledc llEReAfM PRaSAE vfLIFHD. - -. HFOLT ARD Ok 19' 6 THECONTRACTORffTHE ANS ANDnMPaanTO nLLEPRPER nM PRN15111WsnRfENIIaD BY,nBCONONIOS AND;Ad HEIGHT - e'- " 6-I1- 3 5r.AIED TO 003 DIR'ElmmTff AmNRELr ND F.EcwWir io IWRE PMMa6rwAnaN s. owrc I. I q Ny MPEWIN6,GIRL"PECiR1cINL OIAEG11016 To 5E RdOv®EWLHSAFFLrcnP£D P330V1NEPIXIIt LEVE. 4. IN NIGNwM e'.RIfDfERISMEM WITHNdEMIIEWIKOJASrN"FAN HI6NwnEER URE I'S OEBAMIR®mnE IfOM DIVIDED, flake, desLrlpNon. MMILIPNItt IME LLMPkiDR5W1 PFXL51Mm51ROnFN.PANELS WIM AMINMMINIIOKNEL RiNh'AM MAXIM" MOLEP, STRAW BALE LOCATION SP,W LF B'4•PORfkH w100H n5TA5W6POHFINq KAWHIVTP ON AT PROPERTY UNE NEN 5TORAC BUILDING CONCRETE R39]I2dn ITCODE FMLN PAIRL SNNIffLI£ARLY Mtl1IIFIm AW sioP.m ON 511E ANPELL (O.IAAncN REKNHONIDLW,155E aA5551{`R,SMy'L,6M AM HL. RAL2HRIWVAWE A551MFD n13 TDW PERYA LONFNllL115 FABRIC PREFI FIRSTSTAKEETpWARO $U LD NG INFORMATION F� fr5lBrErIRaIInu16l1urtlouu'mwAL lxMEem+rrlNrrlES Fz'Lnvnnon REVG•LsmlLale�sRcm,PDlnbx PREv1arLY LAID EI ANCHORING DETAIL GREENg85 M GRESGENTBEAGH AY IIg44 ON BARRIER ON sam s1DE NOT TO 5LALE) STRAW BALE NOTES: WIILDIN5 MGUPANCY = U 1985 MAPLE LANE, GREENPORT, NY 11944 ME LCNmAEroRANU WIN%1RBUACNNFirlMamlATar PRlrnt TO PROc®1W win THE HURT 'r' . ,. .. 2 THE SOL RIMCnYIMOERLYM rmIlWfi,YJANCANM FISC,Nm ROMEry WNLS WALL Bf HIwvrM BY THE MExDECT ',/, / N L BAlE55HALL BE PLALEp Ar RIE rOP OFASLOPE OR ON TIE coNrOBR CONSTRUCTION 6LA55 = sA cRFWIIE?32 APER fYEAVAndIAM PRIORI°mMTWGnLN OP F00AWf+ INE DE'T,CF NINIIMii NIMLBE NmflED3 // , PACTAND SAE PHAL RENDS TI6HRY A&ER 501L A PDJ UM OF DMF S. AMC ceDFLIDHTH ��o�LaCe BY 11E nRNNmH'OR 961R�MARINE N� �m RDW+ / // ROW 'S 2ANDFLALE ED THESONTAMINIM�MI OF ( 4 ) INLHfS TABLE 503 L��1� � 0�UE�� ,/ flfl ' Aro S SHALL BO TME TTY AES ARE NORIZONEAL. MAX FLOOR AREA = s,s0q 1602 lakeland ave., Bahemla, n IITIb 3, ALL FOCTIIWi 5ULL W MINIM I2FE@HIM A MINIM"6'EROEE104 ON EOM 510a O HIE F(ADATION WAIL / W . •, '' lI,•A' . , 3 BAILS SHALL BE SEFAIRFLYANLHEBALFNPEFIRACE BYTAKE IN EACHWO SALEAKE5 MAX STORY = 1 y / /////�, ERRE-BMPENVENrHRWSH TEEN£THEARSFIL AT IN EACH SALE MA% HE 6Hr = 40' 631-SHHRED4 gndrewsde eOH ® ahpOLOm t DIFrWHGTS IN FmRIWIEVGS AAf IO GE5IEPAWOEIX1MAiINmDEaAFf AWAf TEPARPEMTIWSWLff SIRE.BHE FALSE TOWETHER. PREVId9HIBPLY DBALATANANHETO PEDES frown bj, shee[c lrH @e!, MCAIIIDINFL ceB'mOM Gf FmTIWfi MAY EE ADPEJ EROJILE511E51rt5 CLR3 NDf IXt®AlFwfvWHGAL ro 4' VERTIn& FORCESTHE 5HALL BEETTERMENI A 5NAAIR DRIVENFILSN51 BRIE XCO<ERN FCA, ad 5 IOFmTMAIIlMTNSGPc 4. MADE SHALL W NEEDED ANT REPAIR REPLALR'HMIi SHALL U O N MAGE FF1 BE A5 NEEpET NEW &11LDIN6 W 20 qM F s. mrtoMOALL F%IFROR FOmIHYfi SALffMTIIMMR3'S'fFId MGTN9G GAMER BEDDN6DETAIL s.BALES SNALLBEROR MWTWHENIW FLOE OR LEODTTEIR usaUILVL's s0 TIM'-O' X36'�4' = 219x4 s^E FT Q ¢` °ZC � cORIN hecked bj, ON CO BALES PEALED AS NOIR TO BLOCK OR INES A STORM FLOW OR DRAINAGE. • W' 11•Y x a, 6RppM gpJR 5LAm 51NLLeE 4'THICK CNOPAfmM ®ItlIH661olo WMHMIEXOH�WI`£HDIm,WIM IA, n NOT TO SCALE) /////,//%////// aN CANTWR 6, MET MATERIALS 5TOOINESARON-51M XIMh1E, ALL 6RAp Nb WILL BE COMPLETED PLLYE11fYI8E ylAdt BA,Rt1FA PAWNOR EAFAN5101 Y11NIS ATALLWNLcoLL1M&EMS, 5TRM ✓ALE WRICEESAIA155TOLKPLEW EXIBE ,n r, MVBIWPf MSN%W1ffmN D,UM AND NAVEnMINN.nMA1EnlAlE 51AB5M 0Fio/q.2 P51, I. FNELE55ARY r051PPLEIffNTE%5EN6SITE ENTOTOPSOIL,TOP 4 ]NMAY 2E gF00 yGB 6- - 3 ER05ION CONTROL DETAIL 2RTAI,RS, STEEL PIC KETSOUN2" % BOOM CONTTOSITE. MAXIMMIL. doMOFNEWEDP50L = 4L, STA W ° ORSE B, cOORAEfMIE-ED YL ACTION OFFFIf1HK YFAl1®RSWL BE OG'FNNFD YERN BVIRI,INL AIR AwmV& 2" STAKRENDLE UI HIRCABOUNC) EA-ES 6.HAS FEET E5TABLhEASI.REO WILL BE MAINTAINED UNTIL ARILL STAND OF PTtA55 9 EXUDATION NARK SMALL M ERALED TW AM BOTTOM PRIOR T°NAVA-11M SCALE, Ill" = I'-0" DRIVE STAKES FW5H WIN 0hLfs. HA5B@IE5TABLSHED, '- 1322 ipBLE 31 NAILING 56HEDULE TABLE 36A R106F 1115171 CONNECTION REOVIREMENTS raA.Eall WALL Af IIN6 ATTACHMENT RE-OUIfCHEMS FOR WIIm L PROVIDE MIN. I- SPADE MINTpE`LRIPIIINI NN99t pF NAILS µ11L ORLIIK DEAL LOAD hss6MPTION3. ROOP A55EMElT VL = 10 PWFASIFST MILE W 5FID i0 FIRST NAIL 90 1 110 1 VD ROSE ROOF MAI TOMB sRCON° EAT HILL WI MFW 110 MPH P NUA3 cF bL OOMIbN NAILS OR IOC STTd.O PANEL ELISE, RIDGE RN50N 5TRAP (20 6A % I I/4') blM ON' 0520 - IN LIEU OF RAFTER To iGP PULE fIOE- NFNFD) MEE TABI£ 34N FER RAPIER vaoF PttcH ROOF SPAN (FT) gOx W.ILs IN FI.cH E10 OF -/A" STRM —EFF-7—ET OR PANEL 510 Nfx LMIJIK JOIST TO TOP MIE(TOEINILD) SEE TABLE.5 FBt Jp15T E F E F E F E F (OCULAR N5 TRA UIBEIN TOP LAANCE OF NOW HEIFR 60L1IG LOW iO PAI RARER IFAM-NAILEO) (`S TPBIE 39N LAW UP I2 2 (COLLAR iIE MST BE IN T°P 19015TANLE OF ROOF HEI FROM LEILIµU.1215i W5 W91 EW UM IFALEiWL®) I`B T�LE39N FELT 16 2 SHEATHING L06ATONi 5TUD 5PALIN6 MAX NAIL 5PALINS FOR UP TLP OF RAPIER TO PLAIT) COLLAR TIE T°RAFTER IFALE-NAILD) ME TABLE 3bA) ARTIE 20 3 NOL COMMON RA L5 5TRAP LENGTH REQFLOOR%To RAFTER M-NAILED) 2-w CALL BL LUT NFBIRIM BOARD To RAFRR 1410-NAllml 2-Ibp PAL] HO SIDE 24 3 M1CD6E ZONf 6 12 6 2 6 WUI FRAMING 32 q 6 2 6 12 6 UPLIFT CONNECTIONSL,O 6 12 6 2 6 TW PULE T°TCP PUTS IPALE-µ11LED) 2-I6p, PCR FOOT 36 5 INTERIOR ZONE 6 12 6 12 6 CTH AR IN ACLLWAIGE6 p 6 12 6 WTI TABLE 36AY 9M"II TOO RATE5 AT INTERSPETIdS ffAIL-VIID) 'HID -101575 EACH 510E 2 2 SMJ TO SNp IFALEINIL®) 3-160 24° OL. 16 2 �t�q LFARP SIOINS LEADER TO NEMER TALE-NM1LLEDI 160 1V CO.NIEUIRS 20 2 SNEAIN N65An S1UN5g IN6 MIN. NAILS Q N TOP OR NOTION RATE To SMD 00-NAILED) 2-160 MR2X45TM 41 12 24 5 - 6 _ RIDGE TO RATER RAFTER TO TOP PLATE 3-160 FIR;Absw 2B 3 3 3 5 3 TO 5TUD BELON 4160 MIRZOPUL; 32 4 EAM SM[nKA*Fx6a�AN1 SIMPSOCAI N.STR 36 4 rwe srwoizn*Imwlmnre wimals lNnEwatm.g NY SIMFSON STRAP-1620 BORLPI RATE TO BDOR MAST,RAND LOOT, BIDbIST OR BLoLK11K IGALE4Ul1£D) 2-I61 PER POET 12 1 SM PIRAT)� FLOOR FRAM Ns Ib 2 5,12 0 2 JOIST TO 541,TOP RALE OR 61ROR RM-NAIIID) 4tD MER X15T 24 2 GCMEITEMS ARE ASF$IED FASTENERS MUS-TIE' SKI TO M157 ITOE-NMLED) 2{p CALK EIm 28 3 COMPANY ALL SPECIFIED FASTENERS MYT BE owl BLWKIIK io bIST(T04TNRID1 2A0 EACH ENO 32 3 INSTALLED A5 PER MAN,FAL'ILRER'S RECJURLTIBNTS &CLKINS TO SILL OR TLP PLATE(ZENAILEDI 3-160 EACH BIDLK 36 3 AMC OLU=LINE5. THIS ELL-BOLLS TO BE COORDINATED 3-ICP FALL X151WITH TIB LOAD PATh D PLRAM ON TH 5 PRAW NS61ST LN BORER TO REAM(TOEN41LEIL) "D PER X151BIAC JOIST TO JOBT ENTUONIBD) }I6v RR W15T 16 12ALL NEW WALL CONSTRICTION `SHALL BE CAPABLE OF LCUBLERANO DIST TO SILL OR TOP PATE(TOE-NAILM) 2-1fiP PER FOOT 20 2 ALCOMMODAT H5 ALL LOA05IMPOSED ACECR IN6 TO TOP PLATE ROOFSHEhTN NG 6,12 224 2 EMOTION R30I B 2 AND OF IRANS� TINS ITHE SID�ALI LOADER S TO EWA5TRLY.RRAL PARIS Dp (SEE TABI£3B1 32 3 SRPGRTHE PRULTLRAL ELEMENTSDASONNL60ARO91E1TNINO 36 3 VIDE AT b" OL. AROUND 1'%5'OU I'x D' 2-ep PFRSITPoRiGENERAL CONTRACTOR 5HALL FOLLOW ALL THE Dlll5y BUT TO LEPI IN FIELD I'%10" OR OILER Sap FSR FTTERT 12 REWIRET1EM5 IN ACCORDANCE WITH THE FASTEFHE SND SGHETYULE FOR 5TRLCNRAL MENBB25 (TABLE R6023N Fn IN6 I6 2 OF TIB REELLEEP IAL LODE OF I YORK STATE AND TYPICAL P-11N000 5HEARMALL 1.12-12,12 2O 2 In' m HOOKED ENT ANCHOR G BOLT- 5m5M WALLBOARo m LOOHERs l" EDGE/ lo' FIFN 24 2 THS ORPYIIFGS. 111 TABLE IN NIRA Na 20 MIN CONCRETE EMBEDMENT IN CONCRETE 25 2 WITH iA&E 31.gA VGFM 2001 5OR-KAM/RLID . STAK - EPLATE HALL SHEATHING 32 3 3°Xi"Xq/fii" 59 BEARING PLATE $TND TO RIM 36 5 STRUCTURAL TABLE INFORMATIONAND WASHER AT EACH BOLT J015T TO SILL SIWILTIRV.PANELS 65 BEL TABLE 541 RATER TO STUD (51MFSON' LBP510 - AIGHOR FI9ERa0ARD PANE-5 FOR PROPOSED WORK 561 NT5 BOLT5 TO BE 51 A5 PER Illb' 6O 3'LURE /6" FELT, 2502' e0 3'EURI/6" FBI INFORMATION TAKEN FROM THE RESOB1rIAL CODE of sIMPSON STWP{520 REQUIREMENT FbTeD ''S5IMFS'JN' e5520 GTFOH WALLWAR0 50 COOLERS THERE/ ID'WELO NEW YORK, LATEST EDITION (SE RETAIL HARRIOARD by WE TABLE 3.41 TABLE EI RAFTER/CEILING JOIST HEEL JOINT CONNECTION RELTUIREMENT PARTLLEHOARO BATT ep SIT TABLE 5v LEAD LOAD AMUMPTIONS, ROOF A5594BLY OL - IO 3F FLOOR JESTS SILL PLATE ANE110I PAPONAL BOARD SIEATNIIK (5TE DETA U I'YL"ONI'xe• "D AM RMORT ROOF LIVE LOAD SROIMD Srv°w LOAD 11110. OR"PER 3GO FOR%FRMT 20 PSF 30 P5F 50 PSF T MBF TABLE R5023.1(2) REPPENTIAL LIVINS AREAS, MINIMM SILL TO FOUNDATION FLOOR 5HFAININ6 ROOF SPAN PT! LIVE LOAD 40 PST,READ LOAD 20 PSF. PROVIDE AT EA. SMD 16. 04, EMBEDMENT $1 RILNRAL PRISCO 12724 36 12 ]4 36 13 14 36 I] 34 36 AROUND OUTBIDS I. OR I£ss BO 6' ELSE/ 12'FIELD RATER RAFTER m IRm ANHURK OF I6v, COMMON LR ADD PRECISE ! GRADE DOLOLAS FIR LARCH la OR BETTER BUT TO LEMON IN FIELD URITHAN I" IOD 6- PRE/FFIaD 31OFE SPALINb NAILS PERM JOINII' CONNECTION DIASONAL BOAW IIINIIK CEILING 61515 I'Yb'GR I'xe' 2aD PER SIBgRT 2 4 7 l0 4 f12 5 II T B IS 22 SILL PLATE AS III OR W103t 3-BD R.ROAVORT 16 5 q B 5 8 IS 22 10 20 29 TABLE Re024C) NOTED 3,12 192 6 11 16 6 9 IB 27 12 24 35 UNINHABITABLE A7IIL5 WITH LIMITED STORAGE, CD 24 1 13 IN B II 22 33 15 2q 44 LIVE LOAD 20 PEP, EINE LOAD IO P.S.F. CONTINUOUS LOAD PATH ABLE 32B BOTTOM PLATE TO FOUNDATION LONNELTONS (ANCHOR BOLTS) 2 3 5 8 3 5 q 3 6 I 5!'ELE5 1 GRADE, GOJ6LA5 FlR LARCH N2 075 BETTER16 4 T 10 4 6 11 IT B IS 22 STRAP LAPPED AROJNDSILLN.iS. RESISTING LATERAL AND SHEAR LOADS PROM WIND-EXPOSURE B 4,12 192 4 B 12 5 I 14 20 9 18 27 .+SAI ON INSIDE E RAILED AT EDGE DRUJIN615 DASRAMMATG ONLY AND IS NOT 7t; 24 5 10 I5 6 9 Il 25 11 22 33 TIO MPH 2 3 DIf56N01 IN ALLORDAIL'E REFLECTIVE OF PENN. MEMBER 52B5 OR TYPES. TABLE 75002$1(4) PER 1HI5 PARTICULAR PRESET SEE FLOOR OOTTOM FLATS TO FOLLOW FOUNDATION MAXIMUM ANCHOR BOLT sPACINs fIW 16 3 4 6 3 5 7 4 7 10 5 9 14 ° H HIM TABLE 3.4B WORM 2001 PLANS AND SECTIONS, 6 b 3 6 9 5 5 14 5 12 IB LEILIN6Ibi AIIALHRE TO RhFTERS, ANCHOR BOLT CONIECTOT R61sTWC 5,12 192 4 6RLUND RICH LOAD 50 PEP OR LESS, 24 4 0 12 5 9 14 I 14 20 q IB 21 DEAD LOAD IO PEP. 9P% RANCHOR PLATh• 45' OC W3' % 3" %Y2' !4" ANCHOR BOLTS LATERAL AND SHEAR LOADS 12 3 3 5 3 4 5 3 5 B 4 T 10 SFK.ICS t GRADE ➢0.'G A.5 FIR LARCH 112 OR BETTER " ANCHOR BOLTS 112 Iq2 3 16 5 5 6 3 6 6 4 5 12 5 10 15 G 5 24 3 b 9 4 7 10 5 10 15 7 13 19 ETV➢ TO SILL SCALE, NTE, 12 3 3 4 3 3 4 3 4 6 3 5 B 51Hf-5LN 5TRAP6520 16 3 3 5 3 4 5 3 5 0 "! 10 912 192 3 4 6 3 4 6 3 6 9 4 8 12 TABLE 340 UPLIFT STRAP CONNECTION REQUIRE-MENTS-EXPOSURE B 24 3 5 7 3 5 8 4 8 11 5 10 15 (ROOF-TO-WALL, WALL-TO-WALL, 4 (WALL-TO-FOUNDATION) 12 3 3 3 3 3 3 3 3 5 3 4 6 LEAD LOAD AIRUMPTIONs Ro°P/LFILMs MSBI LL = Is FIs 12,12 6 3 3 4 3 3 4 3 4 6 3 5 8 192 3 3 4 3 3 5 3 5 7 3 6 9 24 3 q 5 3 4 6 3 6 9 4 8 II TNRff MI SUET WIND WERE MPH) 110 MPH FRAMING SPACING (IW ROOF WAN (FT) NUMBER OF GD COMMON NAILS OR IOD BOX NAILS IN BALM END OF 1-1/4" % 20 CASE STRAP a,p ROOF SHEATHING ATTALHMENi RELIIREMENIS FOR WIND LOh05 S1RON5 ROD 12 2 PA54E5T MILE WINO SPED 120 2 90 TOO 110 120 NAILNG,I45NO5 12 24 2 SIWLNRE SHEATHING RE6E5, 6- ON CENTER ERENALL 2B 2 OR PANEL SIDING FI 12" ED CENTER 32 5 - CORNER SND CONNECTED TO 36 3 TRANSFER AIFAR sHFATIIN6 LOCATONl RhFTBS INC MAXNNLSPILLINGPER eI NAILIN9IN EMPIRE AREAS t�yA� 6-e-14 REVISE PER DOB COMMENTS 12 2 zPACINs 1x oG cLNMDN Na11s 1x OLJ _ Q 6-II-14 REVISE PER DOB COMMENTS 16 2 R SENOTIEET EFROM WALL EDGE 075 L�-.y �jvjvjvj PSS BOK R 75106E NOT 1IGDOwG ll ENTER AN 2-16d wMMal NAas 6" o<. -27- 4 REVISE PER BOB COMMENTS 20 2 I6 24 3 E ON FIELD fi" au CENTER AND 1 12-5-13 RENUMBER 13AY UNIT5 AND GALL 2B 3 12 32 3 INTERIOR ZONE SI WY-SEI HOLD GOWN OUT LIGHT FIXTURES ON PLOT PLAN 36 4 - „I 6-lq-13 ISSUED TO DOB yyHl NAIUN6 FOR WALL SIBATHIN6, ravlslom date, dracrlpllOn, BOARD SHEATHING ''S RE6ES, 6 OR CENTER EATHNS 51 5 . oi�16 PER eSRPi ° :;J „�'Yn,:, FIELD, IT ON CENTER neesHA RA��,ceL1R5„15T TO IIP PATE LATHAA- x6 aR1 s z-92 2 2 2 2 Ur,_ - -- NEW STORAGE BUILDING Am SEAR LONRsnCN REGUIRB941s xOo 6 2- 3 3 3 3 (+ FOR P T°T 6 3") xw� Tmgm N E R� NN GREENPORT GRE5GENT BEACH A550GIATION FA6l6T MILE MN WEST 0114 1985 MAPLE LANE, 6REENPORT, NY 11944 RM'IBYCBLII'k w°LL HEIEPUT .AST�ALINS (FrJ ITLE41Im) MPRUI� IN FALH + EBmEDAMENT IN ONEREIHEINPIRAIPE AMC HT alyl RA'lHt Am LR CEwK' .b15T TO TCP BATE CONNECTION xlLn Epoxy ADHESIVE 1602 Inkeland ave., BOLERO, ng Illlb 12 B-1D 2 2 2 5 SHEATHING ATTAGHMENT DIAGRAM CBI-see-4444 andrew5deeLN ® ahbO.cbm 2 3 3 3 NOT TO ANCHOR TIE DOWN SYSTEM 1STEPEO 'r""" �'' ah"a b 0 2 3 3 3Q4p`ApON q H9D ad 6 3 4 4 5 dleckeE N 1° 3 4 4 5 5 0P 4S A (Jkl F A 99 m0"`NE P� flle, 3-22 160 M'- " L ALT 11 Alto- 4 ..,., : : .. ,, - - - , , . . .:, . r ' - - - - 00 0. 00 0. 00 0. 00 0. 00 r..... ._.p.l......... :7T - -.... �pT.-...-. _6,1...-... .p.,l......-. .-p1--- -p��-- -per- -p-p--- -0�....... _ 0 - - - - - - - - � - - - - 7 T oo b.1 I o 0.0 0.0 0.0 0.0 0.0 0.0 00 bo '0.0 0.0 140 Fc po N " I pp �. 1 .5 :P fc b.0 b.0 b.o b.o b.o '0.0 '00 60 0.0 11 00 0�H0 b.0 0.0 01 b.3 c 5 fb.0 0.0 00 / 00 120 0. 5 fc 36i. 5p2 3 0 8 1 .5 1 .5 0.8 2.2 0 �, 5 fc1 .5 1 .4 .1 0.0 0.0 I '�:'. I I ;�' I I • . I o0 1 2 3 4 100 0o E E E E b.o b.o roi:: ; . 00 ': .00 fc 0.3 0.0 0.0 00 14 6 80 Op E 4 f@.0 0.0 11+ no ,.�, 6,_a. '..i . 00 s 8 7 6 / ,00 E E E E 11 fc b,o b.o 0.0 , 00 ' • 60 pp 0.0 00 2 fc b.B b.7 z b.8 �� fc 1 1 .2 0.1 0.a '0.0 I .00 m I ;:iI c fc o0 0 0 0.0 0.0 0. 01 o.z b.1 z ° 01 0.1 0.0 0,0 +0.0 : .00 ITPGO% OHAR Hhe" Ri 0. 1 fc .00 b.0 b.0 0 a 0.0 '0.0 '00 b.0 b.o b.0 b.o b.0 b.o a 40 00 ; ' . pp b o +00 0.0 +00 '00 0.0 '0.0 b.0 '0.0 '0.0 '0.0 b.0 4e P. o0 -. . - - ---- -- ._.... . - - -- - --- --- --- --- -- - 6x61616 pwM O. 00 0 00 0.00 0. 00 0. 01 0.01 0. 01 0.01 0.01 0 Ol 0. 01 0. 00 0. 00 0.00 0. 00 6 MIL VAPOR BARRIER J 4" CRUSHED 5TONE '" , . 20 err ,•', 40 60 80 100 120 140 160 180 200 22 i CROP wuN6Anax MP7 M1+ PITCH PITCH a Gmculnunn sammary PHOTOMETRIC PLAN Label GnlaType Units Avg Nov Min A Mln Mev In peeotlptlnn Monte FoEl Meter Type 6LN.E, CalcPte Property Llne Illuminonce Fc O.op p.pl p.pp N,A N.A geatlln s taken ® p'-p" qFG W N.A. Hotlzen[ol _m , CO 5il 1 51te Illuminonce FC 633 33 p,0 Ni N.A. pendia a token ® p'-P' AFC 10 1➢ Honzantol fer Wminaee Schedule ! Symbol I Oty Lobel I Arrangement Lum, Lumens LLF pescrlptlon Lure Wcf1e Total Watts Filename 1,!n• /1' I D SINGLE fi>3 1 000 AM013N 15.1 15.1 ALEp13N-Neu4ral - IRb0262.1E6 �• !• 9 E SINGLE 6]3 1000 WPLM13N 15.1 135.9 W ILITH 3N-Neutral - IR602521E5 ® Luminalre Location Summary 0: I wmNa Label I x r INTO HT I Gment I nit 11-9,-14 REV15E PER POD COMMENTS tr 12 96 110 7 0 6-11-14 REV15E PER DOB SOMMENTS 2 E 121 110 J 90� 0 sees an so 3 E 1a4 lu 1 90, G -ZI-14 REVISE PER SOB COMMENTS 4 E 171 110 7 9th G 12-5-13 RENUMBER BAY UNITS ANP BALL na s5s 9anfi ] p G OUT LIGHT FIXTURE5 ON PLOT PLAN 8 7 270 0 L Joe 914 1z 310 27 ] 270 e 6-P-13 ISSUED TO POB arse e E 124904 7298 ] 270 0 Nlan, dab, tleeariptlam 9 E 98122 J29B J 270 0 _� 1 1_. 11 p 101.]43 138101 6 180 fl mthl Gnanxry 10 NEW 5TORA6E BUILDING "• FOR 3 ANCHOR III PER GREENPORT GRE5GENT BEAGH A550GIATION ODORNOTES' 985 MAPLE LANE, 6RENPORT, NY 11944 • me light Ines factor (L-F) Is a product of many variables, only lamp Iumen depreciation (LLD) hoe been applied to the camull results unless otherwise noted. me LLD 1e the result (quotient) L - - - - - - - - - - - - 1 L - - - - - - - - -- - - - J of mean lumens / Imual lumens per lump manufactures' epealeaaemne Illumination values shown (b mataanalea) are the predicted results for planes of calculation either 1602 lakeland BeavBohemia, ny 11116 - horizontal varied or Inclined as designated In the calculation summary Meter arlentatlan 15 normal 631-5b8-4444 ab&6W5de 160(1[® ahOOAOm - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - to the plane of calculation. 15iERF deal Ing, sheeb 1p 5e6 r The calculated results of this lighting elmulutlon represent an anticipated prediction of system performance, PQth Gpry �9qc ad 5 Actual measured music may vary from the ontblimted performance and areeublect . OQTN i y to means and methods which ore beyond the control of RA6 Llghting, Inc J charged as. FOUNDATION PLAN / bIth 5LALE, 1/4" = I'-0' • Mounting height detertnlnatlon Is job site species. our lighting elmulotlons oesume c mounting height y tl Y C -f doFc. -VdtIFY BUILOIN65ETBALYS PRIOR TO FXLAVA➢ON R@LRF is hRLHITELT (Insertion point of the IuminoRe symbol) to be token of the lop of the symbol for calling mounted luminaires " i-' and of the bottom of the symbol for an other mmbalra escorting conxgumnam. F a'ses 6-II-13 -VERIFY `.AIL LONOITIONS PRIOR TO rOppi Falfil ON, panal TO ARCHITTOT r RAs Lighting Inc, land product designs orprotectetl antler USontl Intentional In[ellecWolproperty Iowa. FN' • Ile, paents leaned or pending apply. 3-22 REAR LII BRAND, GENIE HgSF 6' ' MODEL 153 SERIE5 ° 15311-V6 z AF --------------- --------------- P I LEGEND EFL PANEL i r s1MPsvx xoLV Dowty dTP) - DR6 A2 NEW EXTERIOR PARTITION - z x 4 5=5 e 6" OL. BAY k12 Imo_ _ / - I I I W %" EXTERIOR SHFATHIN6, TrV ,, %" R61p IN5NL, BAY KI VINYL 51OIN E R-15 BATT INWL N %" GYP. 00 TDoElEFRAM NEK 51 NOS B 16" OG, W '/p" TYPE X- G1P. W. — — — — J L — — — — — OWE POLE 5WITOH W DIMMER rI E%IERIOR LER FIXTURE 5HAI1 BE IN AGCGRDANLE DAY alaWITH TIE MILDI115 OFFILIAL. FI%NRE 5HNL BE I � SHIELDED 50 DIRE5T GLARE DOES NOT PROJECT 4 DAY 010 BEfow TTIE PROPERTY LINE, R I E INTERIOR ECTRIGAL TO HE QM15N WILV 6Y LONIRALTOR/ DEMON PROF550NAL. REPORT TO ARHITELT m I I — — — — — r @AY 014 W DAY 0q 1 I — — — — — L — — — — _ I II BAY #I5 "� 4 � BAY MH x - - - - - J - - - - - - - - - - - 7 r I BAY 016 71 IN ] I 9 q BAY 07 I 1 - - - - - J L - - - - - _ r — I 1 I I DAY xll 1 xAMcx zAT --------------- ------------ ---' F 9 BAY ab 1 po 6hRA6E Dona J, frm) q L ROOF PLAN p 5GALE, /D' = b" r CONNECT LEADERS TO DRYw - 4 BAY 0IB 4 BAY 05 2X100 b' DO, 2XIOm 6" OL J LE 05T5 LE 6 OSTS II F I 0AY 019 I 4 BAY 04 0) 13'x" x Uill 2O LVL RII CONTIM1 RIDGE VENNN6 — — — 57RAFFIIN6 L S L b_ 2XIORRm 16" O0. A51PHALT 5111N6L5 A55E FCTED r115 6 FELT 'Z" SHENTHIN6 _ 2 X 6 GOIJAR TIE5 m 32" 0a DAY 010 o LE SHIED (2'-0' MIND 6 4 BAY a3 51RAPPIN5 nmc 4 p'-61' l'-b ' 12° VENTED 5OFFT AWMIMMI FA5LA ED J C L — WnBt 1 LEADBt o 1-b-14 REV 15E PER DOB COMMENTS r 6-11-14 FZEV15E PER DOB OOMMENT5 36' ttPE 2 x a 5=5 6116- 0.6. 'X' 5YP EO z x Io CJ e 16^ DL I-ZI-14 REVISE PER DOB COMMENTS BAY 02 VINYL 5IVINs V WHE x' 6rP BD 1 12-5-13 RENUMBER BAY UNIT5 AND CALL w ROD D 1NRL BAY #21R 1YVEK BAY @� OF LIGHT FIXTURE5 ON PLOT PLAN b" PLYW6ov 6-Iq-13 ISSUED TO DOB J L STRAPPING fevklall, dole. Oesalpklan, HALNLH SLAB AT TE 2I 4 P.T F PITCH PITH GARAGE DOOR 111P1 axe MET — r TBxN1TE RIIEID " ` _ IvaiS' NEW STORAGE BUILDING o ) s1u 1uwLAnoN -' - - FOR BA5EF'REOLS° D` ' P. WH6HwNGH 6REENPORTGRESGENT13EAGHA550GIATION 4' P. LONL SLAB 4 a ry a 111 BASE RATE 4 6 % 61010WA O W2x5 REBAR BAY 022 R BAY I 10' P. cow wuIroATION m 6 MIL VAPOR BARRIER IgBS MAPLE LNJE, GREBdPORT, NY 11944 ON Iz- x 24" P. LOw, �, ���O• �• a' LR15HFV STONE L REB - ry� 9n 1 FOOTING W 2 15 AR J "II11116 GC " 7I ON A—A 631-5BB-44441r211akelanLdSave , BnddaeW5deleonI@ahoo.GDm 5 W, /4" = Ib' O'-0• D'-O• -O" - 0G\STON EO4A 0 adMl lad 2 y AZFK DELORATIVE BARN 'ea,P /+ Qin dhby DOOR AD RElGTEv r' x FLOOR PLAN w - 5cA E, 1/a• = Ib' ]AFao °' b-II-13 OP Ella, — 3-22 AWMI" FA%lA NO 41-0 PIA. FRONT LI6M PELORA¶VE 6A E ERANO,GENIE HONSE VENT MODEL 153 $RIFF 311-V6 5101%N -ESV R 5TTI" MAIN br' smEer u6Nr GRE,' FRONT L16NTs , BRAND, GENIE NL15E MO0 1555 IIE5 _ a 15311-V6 — 6N1CR 1 LEAOHI g B" AZEK rRIM bill Ah OOIXt TRIM — m AOK Or?ARATIVE DOOR ' 04.15 r FRONT ELEVATION SLALE, I/4" = 1b' 30 YEAR _ ARLMII RAL TAM GREY BLOND 5' VINYL sIPIN5 AS SELFOTFD 6Jt1ER1 LEADER e' AZEK TRIMI — ® �❑ © � � � � � � � � � ® � ® ® _ �� �� �� 0 0011 ![N 6' ffK �RRM ® FIE] — ® —® — IE I oo ElEllj 000 0 El LIEI15 ON 510E ELEVATION, RAN 3RA10 ,ROAD WALL PAK IO M7 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SIDE ELEVATION � On AWMINM FISLA B0 4•-0 PIA 1-8-14 REV15E PER DOB COMMENTS oScoRArIVE GABLE MOTION Ll N RAa 6-II-14 REVISE PER DOB 6OMMENT5 VENT BRANP , RPAP WALL 1-21-14 REV15E PER DOB COMMENTS =0 5' MAIN b� PAK IO MIT 12-5-13 RENUMBER BAY UNITS AND GALL 5rREET LURT 6R OUT LI6HT FIXTURE5 ON PLOT PLAN 6-I9-15 ISSUED TO DOB REAR LI6Nis _ feV151°0, mb, dmcrI fl n & NP, GENIE Ii0'J5E P ° ' MOOS 153 55NE5 « 153°-V5 NEW STORAGE BUILDING FOR 6NTRR I LEADER ® 6REENPORT GRESGENT BEAGH A5506IATION _ 1965 MAPLE LANE, 5REENPORT, NY 11944 S" E- P OR IMP O - /� I� IA ,ter 1ECV (FUII lI � WOt1 LS l5n 11 sreEL POOR W/IR1M 1602 Iakeland NO., Bohemia, ny Illlb Ioan' 651-588-4444 andrew5daleanl® ah0000m a°Rn q, °head 1 e, - - - - -- -- -- -- -- -- - - - EIELIRIL -METE-R -- -- -- -- -- -- - - �9AmGPq\ - qbdfi°ldke!h REAR ELEVATION 6- e1, 1-, IB 5LA , I/4" = -P b� M Fy, 13-22