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HomeMy WebLinkAbout45149-Z N 7 3 ' 00 ' 4 E 6 3 . 5 0 ' I I EXISTING 6'-0" STOCKADE FENCE 0 I � I i� ori T I I 100 SQ. FT. 14.7' SHED 6.5' PERGOLA I I I 0 I Lo I I I Lo I I r r . I I I I 00 r I I 10.3' � 16.6' W 0 PROPOSED O r o I O � UTILITY SHED r N 0 N r a O o00Tr Lo $ r I IV J u J I I Lo (Jo rr �1J O r M WOOD STOOP Icy) I 21 .3' PROPOSED TWO STORY ADDITION 605.62 SQ.FT. I 0 a J 0 3 Q0 FIN. FL. ELEVATION T TO BE 8.33' I EX[STING CELLAR ENTRY I I 8.0' 18.0' EXISTING ONE STORY i RESIDENCE 92 1 .8 SO.FT. i _ I r (� FIN. FL. ELEVATION o FLOOD ZONE DESIGNATION i N TO BE 8.3 3' AE6 I I -7.1' in O I „ Fl�8.0' � WOOD STOOP 20.0' 1 .3' O I I /IV / 8,5 , \ \ \ I a S 4/jA/o \ \ E6877\ 006 7O I �`rssio \ LOT COVERAGE PALMER RESIDENCE ACREAGE & DIMENSIONS TAKEN FROM 460 ISLAND VIEW LANE SURVEY BY T. EASTON DATED 4.30.21 GREENPORT NY 11971 . 184 ACRES ( 7,999.58 SQ.FT. ) /V 1000-53-06-29 EXISTING HOUSE - 921 .8 SQ.FT. 1/8" = 1'-0" PROPOSED ADDITION - 605.62 SQ.FT. 10.26.21 FLOOD ZONE DESIGNATION TOTAL COVERAGE 1527.42 SQ.FT. AE6 1527.42/7999.58 = 0. 1909 0.1909x100 = 19.09 % R5012Z PROTECTION OF OPENINGS. EXTERIOR 45LA-PINS IN BUILDINGS LOCATED IN TABLE R602.5(I) If Hlt,�, E PEDR15 RFOION5 SHALL BE PROTECTED FROM KNP13ORNE DE I$. FASTENING SCHEDULE OLAZED,OPENINO PROTECTION FOR AIN05ORNE VEBRI5 SHALL MEET Tf4r; msmrTm or TYPE,, SPACING A10_06A11OW FMOILIRENIIENTS OF THE LAR6E MISSILE TEST OF 66TM E 114416 AND ASTM E I&Nb AS ""Nrla-0 - __ I t-MIFIED IN SEY-'TION 50L212,1.&ARA&M DOOR.fSLAZED OPENINS PROTECTION FOR E SID C E ININPOOR14E DEBRIS SHALL MEET THE REOUIRe4ENTS OF AN IMPACT4ZZ51STIN5 4-Od DOX(2 OR ELOOKIN5 M-r?Vm CEILING XI"OR RAFTERS 5-5d CnMMON M h"X0.151,91 OR STANDARD OR ANSSIMASMA 115,(SEE TABLE BM-04 TDTOP?I_AT= 5-112d ISOX 0 AIX4,12691 on TO!NAIL 460 ISLAND VIEW LANE 5__$'xO.Ii NAILS Fy'CV'T`IONI k4000 STRUCTURAL PANELS HITH A THICKNCSS Or NOT LESS,THAN W& IWA-11 AND A 4-bd BOX(2 j"X0.1 15'7 OR SPAN OF NOT MORE T44AN b FEET SHALL BE 1"Efc�Ml 1 1 FOR OPENING PROTECTION. MILINS JOISTS TO TOP"PLATE 5-6d COMMON 112 1vj"9O.IO1I');OR PM JOIST,1-09 MAIL GREENPORT N .Y. PANELSS44ALL BE PRECUT AND ATTACHED TO THE FRAMING WRROUt,01NO THE 59-10d BOX('2,16"X0.125%OR OFENINO CoONTAININO THE PRODUCT AITH THE OLAZE0 OFtNINrw.PANELS SHALL BE 9~9'X0.151"NAILS PRWRILLW AS RECUR=FOR THE ANCHORA61! MITT+f0V AND SHALL EM CURED nIELIW5 JOIST NOT Ari­Ac.4-�To PAR-ALLM VAPrin;, 4-10"1 sox(SIX0.1159 OK 5 LAPS OVEFit PARTITION15[*"6ftVWb 14602-4.1,R15=32 5-16d roMr-lbN M NX0.1,62"j,OR 4-51 PACE NAIL WITH THE!ATTA6HWNT RARDINARE rROVIDED. ATTA6+f!,,�5HALL SE DESIISNMD TO -d robt.RbO2 5 1(-r)] xo.0111 NAL.5 f:MSIST'THE COMPONET AND CLADDINO L-OAC*DETERMINED IN ACCORDANCE A1714 EXISTING: SINGLE FAMILY RESIDENCE EITHM TABLE P.501-7(7J 09 A50!-1,NIT14 T+q!PERMANENT CORR0510N-RESISTANT CFILIN6 JOIST A"AC+EDTO P!ARALLEL RAFTEIR ATTA60MENr"QDKAR=PRLWIDED AND ANCHORS PERMANEXTLY INSTALLED ON Tf-E 4 (HM JOINT), TABLE RO02S.I(dr) PACE NAIL BUILPIN0.ATTACHMENT IN AOC�AWCZ WITH TABLE R".21-2 15 PERMI I I E FOR 11—S-tw-ROCC AI.RAI W TaA.WS025.1 ftl SCTM# 1000-53-06-29 BUILDINGS HATH A MEAN ROOF HEtC+T Or-45 FEET OR LESS?4HERE THE ULTIMATE 4-106 BOX(O'X0I2&')OR 9 COLLAR TIE TO RAFTER,I-ACE NAIL OR I YA"X 209a. 3-=COMMli IS A-50 14b"),OR MSION k4IND SPEW, IS 160 WH OR LESS, R!Oor�5TRAF To RAFTER 4-O'NO.1511 NAILS rAfX WAIL MAeH RAPER ZONE R-40 . 18 ACRES TABLE R-1301.2.1.2. HiNnBoRNE RIS PROTECTION r-ASITENINO 1-16d Dog WAILS IS om 2 Tex NAILIS ON OM SIDE 6 ft"M OR ROOF TKI55 70 I-L-Alt I OC'MMON WAILS M*YM 46%OR ANAs I TOM NAL.ON OPPOSITE SCHEDULE FOR kIlOe* SMCTURAL PANELS ROOF STRAPPING DETAIL MOdd DOX(5•X4.126%OR SIOE OF EACH RAFTER on 4-S'X0.151"ML5 1FLISS I P�A5TENM 5FACIN5 — 4--lad(z j"xoaw)OR MINIM DESION DIE-AD LcADS"' AS PER ASCE FASTEN TYPE 4 r-OOT 6 FOOT 3-lad l;Ax-fMoN`3IxOA69I OR TOE NAIL Cox M*Xal zS9,OR PANEL SPAN < PANEL. SPAN < PANEL SPAN woaP RAPIERS TO mpat VALLEY OR+41P 94f­�OR 41-DIX0.151"WAILS LOAD !4 FOOT 16 IFOOT e> FOOT ROOF FIIAF��TO MINIMm' 21,Fjv&E E117"'m 16d BOX(5 J"YD.155')OR COMP()N=NT rpt'f) WEN 147T AUONW WITH RAFTER, 75_16d O'OHMoN,0 VxViIII OR TOT NAIL NO,oD HOOD 5CREH COWNB.T KINS SILOS TO TOP PLATA UM ROCIP STRAPIPHIS DETAIL. I,~W SALS.20 SA.COL$TRW NAtL3 1-9,OR C I L I N IS 5 16 10 6 5:11=1 16'-7" DA5EV ANCHOR HITH 2 TOP Or TOP PLATE A NNIL 15 IN Et-TEPMENT J-ENC77H AALL OYP!�UM li COMMON(5)VIXID 162) 24'0L_PACE NAL. NO. 10 KOOP 5-CREN STUD W S'IL0 NOT AT BRACED WILL PANELS) 10d 0'XO.I28,'),OR SYOWM B0 9"X0.19 1')NAILS I&"Of.,FACE"L 3 15A5EP ANCHOR P41TH ';? 12 41 TTP. VENT INCH t��EDNIENIT LENGTH 16d Box 113 A'Ix0 ISO 9,aft 5L1SPLNDEZ> STEM. CHANN STUD TO VIL0 AND ASUTTINS STLOS AT NTtK5tGTW&KALL. 5"x@,151•NAILS 12.Of..PACE MAL r GARNERS1 (AT Bill KALL PANELS) VOLIOUiVa Or PLATE 16d Oammak M iv.xo ib!2 16"D.C.I`AC4-;NAL 0 V C RINE S Roor AND HAL'_ Y4 MH LAO 509ZEIA! 16d czmMON M V%n 162,) 16"0 EACH EDSE PACE NAI 0UILT4)P feAPM(�W'TU 2"HEADER PqITW3jI!WACER) BASED ANCHOR WITH 2 16 16 Ibd E!OX(5 Y�'XOMVII 12"0 C.EACH EDGE PACE NAIL INCH 17-1,1MIEDMENT LENGTH 5-"Box PA'Xa.II9'9'tA SYPWM SHEATHING,­1/2-tf,__1­ FLOOR HATCH 11 4.014714.10,15 HIEAPM To STUD 4-bd COMMON(2)&"XoJSI%OR TOE NAIL PLYWOOD (pear I.Ill 4_10d BOX(5'Xl2.I2V' ACCESS TO a. THIS TA5LIE 15 5A5=7 ON 150 MPH ULTIMATE UTILITY RM. *d COMMON!S yvXO.I6;! 16"Or-PACE NAL, RIGID INSULATION, 1/2-In. DMION KIND SPEED AN17 A 55 FOOT MEAN ROOF 2 TOF PLATE TO TOP PLATE STUD li BOX 0"X0.125%OR HEIGHT. 17,DG.PACE NAIL 5INGLE-PLY'54=-T KATIC"'.PRI00FINIS MDSqAN!: 0.7 K-4 L SIMS b. FA5TENER5 5+4ALL BE INSTALLED AT 01"POSINtS, &-%d CAM44ON(S i-XV.162%OR FRAMM OFENIND POR MH INSTALL SMART VENT" ENDS Or' THE NOOD STRUCTUR-ALL PANEL. I DOUBLE Top KATE SPLICE roft am'.A-Ci,Y41714 WISMIC, 12-'bd BOX AV y"C"lE5");OR Lij KNDON OR EXTERIOR DOOR MODEL # 1540-510 OR 12-lad WX(3'Xo 12E•):OR S'TUM1NOUS,SMOOTH SLRT Art- > DRAGEO,WALL LINE SPACING<2V PAGE NAL ON tAr,45ICE OP' EQUIVILANT FOR VENTILATION FA5Tt-:NtR5!_"ALL BE LOCATED NOT LESS THAN ENO,JOINT MINIMILM 24"LAP SM, HAT M- OROO17-1146 12-00E Or- TI IE PANtL. CZ LEN.&TH EACH SIDE Or AND FLOOD CONTROL TYP INCH rROM THE is r�JOINT) DOLIBLE TOP PI-ATESPLIGE 506% C. ANCH0f_S SHALL THROUGH THE E?,D,OR Ej,AND M NIX0.105 A ',' v rLOCR r- INISHES TO BE INSTALLED IN COMPLIANCE W/ bFil NALL LINE SPA4,1116 Les' NYSTATE RESIDENTIAL CODE R322.2.2.1 EXTERI!OR KAL.L COVERIN10- AITH AN EMBEDMENT REFERRING TO THE VENT NOT BEING MORE THAN LENGTH Or NOT LESS THAN 2 INC-HEL INTO TI-C 6 MAM I r- OR.OU ARR"I"T I L E (314-In ry 12" ABOVE FINISHED GRADE ON EXTERIOR AND 16d CdmmaN IS AlIxal.52'1 16"O.C.FACE RAIL �2 BUILDINS FRAME.FASTENERS SHALL BE LOCATED . . .... . . . .......... ........ .... 14 VOT70M KATE TOJOINT,RIM J015T,BAND VI5T OR ON Jr-4m. MORTAR DED NOT MORE THAN 12" ABOVE SLAB IN CRAWLSPACE. EILDGKINS(NOT AT OP 16.1 SON:Mill, -)4 on -ACEt7 KALL PAWEI-!W NOT LESS T14AN 2 Y2 INCHE5 MOH T+4r- EV017" Ot7- THE r �TT - r'`- — —I— - 5"X0 1519 NA2X9C`ISI5 12"D.C.FACE NAL C.ONC _E BLOC uPLrT C41IMaTi011'!Is 0115OL"I 21d COX(56 yo]"');OR 5 MACH 16'04.PACE NAIL '14ARDA00D. K OR CONCPZTf. Nam, 15 3- I"LCsORINO it 40 d. PANELS ATTAV4F_P TO MA!50NR"r OR 11"D III AT EACH END OF TWE HEADER AM AT 13 BOTTOM PLATE TO JOINT,RIM-JOIST,VAMP J0157 OR bd COMMON*(D&X0,162%OK 2 EACH 16"o4,PACE NAIL UPUPT 4:10NNE15701111i BILOGKINS(AT BRACE-2 KA-1-PIAWI 4-5,XO15111 WAILS 4 EAOH 16"a c,PACE NAIL BOTTOM OF HEADER STLOS IN ADDITION LINOLEU'M Or% ASPHALT T_E, 1/4-im Lo MA5ONR*1`/$TU1CCO 5HALL BE ATTACHED LINO 111T AMA I I TO CONNIBCTOWis At WALL Ill AID (2 J"XO.l 15'),OR AT TOP ANP OOrWM Of CKIII *-Bd SOX SUEr-LOOPZINO.!�V4-;n. VIBRATION-RE515TANT ANCHORS HAVING AN COMMON(2 4"No.lS I'),OR TOENAIL 3.03 ULTIMATE HITHORAKAL CAPACrTY OF NOT LESS 4-10d SOX 0'XO 12157�OR tb TOP OR BOTTOM PLATE To ST01:7 4-5'X 0,151 NAILS r-LOOIRS, HOOP JOIST (no ploster) 16-10. THAN 1,500 POUNDS_ \-46 OM STP.-P TIES MA1411FACILOW 0-16d BOX(0 J"XO.195%OR J015T SIZES 6m) TO NEW CRAWLSPACE MOC".No.CA16 OR APPROVED EOIIWALIOIT� MCIREASE COFI ft5f5TAHOe TORS 2-:&d c�gWolkl 0 N'W 162')4 OR. END MAIL 5 STRAP TO WAVE MIN.12'WAIII ON THE Ill FOR ALL FARZ*0$W IN=NICZTiON CA box(*5"Xo.Q5"j;OK 2X6 No MECHANICALS OR ELECTRIC SYSTEMS AND MRAP 11151"PLATE AT PQW,^j7aN. I"S WZ_N.AMW'M -5'XO,V"NAILS 6 5 OR DUCT WORK AS PER NYS RESIDENTIAL UPLIFT OONNEOTOR DETAIL 5-10d BOX M"X0 125"J;OR 2X6 6 6 CODE R 322 CONCERNING CONSTRUCTION 11 TOP PLATZS,IAFS AT CORNERS AND 2-16d 4CMNION(5 NIXO It" OR PACE MAIL IN FLOOD PRONE AREAS. 5_5%0.15111 WAILS 623 SQ.FT. OF ENCLOSED AREA 5-bd Box(2 j.xo_o5")'On 2x10 6 2-001 GOMMONI�2 6"X0.15194 OR I'BRACE TO EACH STUD AND PLATE REQUIRES 623 SQ. INCHES OF 2-IL*Ad SOX WXO.120'9,OR PACE NAIL 2x12 FLOOD VENTING. 2 STAPLES I ' RAME: PARTITIONS 5-ad pox(2 OK F 2 bd COMMON(2)6"XO 1917,OR 14 I•x III sHEATHiNg To EACH wAIl 2:10d VOX(3'90.126"l ON FAZE NAIL HOOD OR, STEEL,, S­UVS, I'2-In.&f"P. E30TH SIFE-5 FO USE 5111,�Z-MAX OR HDD g�TORS 2 STAPLES, I69dJ 7W LONG 4Z 5_6d Dog(2 h'xo.IIvhOK r- RAME HALLS TO INCAEASE C-011OWNCS!0 5-&d COMMON(2 6"NO-19i'l OR FOR A" IN C40141WEC710H 5-10d COX 0"XIO"12.6"A OR EXTERIOR EJ'TE HALLSit W A00 U111-101M 1 5 STAPLES,I'VWM 16"j III LONG T-0" 20 1.X .00 IIII10M SHI TO EACH WARNS KOM THAN P X 0" PACE X41L KAI STUNTS 161 0jr. 11-7/8" TJI 230 JOISTS @ 16" OC 4-Od BOX(2 J"Xo.l 15')j OR 2x4 0 45-111 GYPSUM, O-DO C17RION(2)VIX0.151");OR S-lad BOX OR IN5ULATM,5/3-1m. 510INS > LIM, 2Xb a 16-4n,_E.46-1n,I 0 *-06 BOX(2 OR 21 JOIST TO SILL TOP PLATE OR 81ROOR So-od co"wit e�2)s-xaisrj�CK 12.0 Z TTP. VENT _10d BOX(3"xo'I2b"j;OR TOE NAIL INSULATED,3/�34l.SIDING LLI e > NAILS ad Box(2 j-;Ors.) 41 04.TO[;NAL EXTERIOR STLYO HALLS IN TH IDRICo<VEN WR 45.0 a� 22 Rim jo 57,BAND joisr OR DLix<iN6 TO V ILL OR TOP &d COMMON(2&xaO1")ioK PLATE=AP'n-KATICIN5 ALSO) 10d WX 119"KO-12159,OR 6'Of..TOE NAL HEIGHTS Or- RASONIRY IN(�LUIX- MORTAR IBUT NOT PLASTM. r-OR 5"X*1511 NAILS a-Scl DO (2 1 X0.119"TOR -R, AM r, iwf t2 rc R EAeH rAcr- PLAsTm-v. VALIZ-5 PLASTC 2-Od e0mmol(�2 A-'Xals 1%opt 75 I'X 6'SLISFILCOR OR LESSTO EACH JOIST 3-104 Box OR r OE RE- RE--5=­NT AVrRA SE-5. IN SO'< 4�A5=5 THERE 15 A -ACE MAIL 3 STAPILL25.M90HK 169,2j 74"L" CON51VE"RADLE- RANSE 0" PC-IISHT -OR THE- SAME- CONSTRUCT 0N. 24 2,,wBPLODR TO JOIST OR Sipl a-bd BOX t9 OR BLIND AKI7"ACE NAIL 21d COMMON 0&XV;62*) 9- STA 2016.E Nam, 2"FLANKS(PLANK 4 SEAM-PI F'dY217) OR AT EAC l+MARNS,FACE MAL 212 cemmax R4015; PERMANENT OERTIF CIATE 5HAIA BE COMPLETED BY THE ALL STR0PPINS TO HE rmLoom *6rAL=AS FER"WoWTLRE5 5-16d cOrAi-IoN f5 b.xo 162--) SIPWIlIZATICHIS ill NYS C4=e 26 BANO,OR RJM JOISTTO JOIST 4-10 WX 09 MILDER OR RMS15TERIL-_0 M-S ON MOFE-55IONAL, ANI;� POSTED IN SILL PLATE-\ 4-VY0.141"NAILS i OR NAL yowrm SKELZI-NN 16 00.STRAP TIES M1~Ar_?%1l 4-5'X 149.�STAPLES,a-dRDWN THE- UTILITY ROOM OR 7n4M APPROVED LOCATION INSIDE THE BY SIMPSON STRICIN19-ME C40NNMTORS FOA41PATION KALL MA No.0516 OR AFf`RC)IVlM raLIVALERr. 32IL LATER^5 Fn� 20d COMMON f4"X0 102");OR Or-AT 701`�AND WOlm STRAP TO MVE KK 12 EEAPl ON rellE SJW AND 5TA0N9I!9REM :24"Or,.FACwE NAIL ATTOP AM I,~UNCAM SILL PLATE AT FOLINDAnP4. CW BOX OR 71 VWLT-LP ISIRCURS AND BEAMS,2-INCH LLMX%LATE" 51g6.1511 NAILS MO 50TTOW 5TA&uen�v,ON STL BEAPW46 PLATE 14AMPACIVIRM R402,2.4,., ATTIC, OR CRML SPACE ACCE55 SHALL BE By a STIlitcN15I C414NECTIORS II No. ANI IiAlEATHER.-STRIFFED At Z'� INSVLATED TO A LEVEL EOUIVALENT TO PA"NAIL AT ENOS,AW LOP*OR APrW4VVW r4UIVALENT 2-20d COMMON(4"XO.tq2 OR 5-10d 00% OR AT EACH OF-LICE THE INSULATION ON THE SURROUNDIN0 SURFACES. 5-9'XO,i51'NAILS GAL%*x12104001l AII SOLT 0 510'OZ. A-I"Box(5 kxD-1359PR Lu I W 1*MIN.1194�INTO CONCRETE26 LI!D6eR STRIP&A-PORTING JCIS193 OR RAPTrRS 9-lid COMMON(5)"NO6102%OR AT EACH JOIST OR FIAPTM, > IIWN 6-12'OF EAC44 END,OF PLATE 4-IDd E�A M'ND OR PACE NAIL R402.4. AIR LEAKA51' BUILD�N5 THERMAL ENVELOPE SHALL BE: 4-3'XO.151 NAILS C: 'v' 6ONSTRXTED TO LIM1-- AIR LEAKAC7E TO < 5 AIR CHAN&ES PER FOUNDATION STRAFFINO DETAIL 1151"l TOnsT 2-lod EACH 040,TOC NAIL "oop SLE-:..3K w4-SoF=AND ii KA"OCA741NO TO MAMINZ)Xi�5 PARTICLE BoAR9 WALL 5HEATHIN6 To PWAMIN&CtEV rAe-Le?R&=.`9M)POR HOOD 571"11.16TIMAL PANEL EXTERIOR KAU SHEATHING TO KALL P:RAMIW bd COMMON IS"LOCK)ALL) P,402.4.13: iNSTALLATI('N THE COl'-1PONENTS Or THE BUILDINO R301,2.2-PROTIEf-TION Or OMWNI575. EXTERIOR&LAZING IN BUILDINS5 LOCATED IN SO Sd COMMON(2 JQ'XO,I5I')NA1L MR00r; 12, KNPDOR�,E DEBRIS RE01ONS SHALL M rROTECTEP FROM HIN-PBORNE DEBRIS. THERMAL r_NVEL0f-E St BE INSTALLED IN AOCORZ`ANC�E KTIR ;RISE EXISTING FOUNDATIrfl It," GLAZED OPENING PR4XrI5--'TION i�Oik AIN05ORNE MM5 5HALL t-ILET THE bd GOMMON NAIL(211�VXO.1511) 6 129 THE CRITERIA LISTED 14 TABLE 402.4.1.1. knHEFZZ' RZOUIR= BY REQUIREMENTS OF THE Loll M15SILE TEST OF A5TM E tqlqb AND ASTM I- 194!?b AS 106 d-WON.115"XID 1-46")NAL,OR MODIFIED IN SWTION 6ARASE DOOR 64AZED OPE NINOR PROTECrION r-OR 52 1 JV IA" 6 60r.X OrFIVAL, ANAFMROVEE:� THIRD PARTY SHALL INSPECTALL Sal t2,5*XO ISIN Or =1FORMnE,WAIL VEP FY KNPDORNE!DEBRIS ViALL IvEET`THE OF AN IMPAC.T-RMIST]ING, OTHER KALL 5W_AT1- &' C'OMP'ONENTS AND VL STANDARD OR ANSIA:)ASMA 115. (SEE TABLE I)y 6AL­VAT2E57FE5bj9Qg'j�kfj'V9411AD SO 1"OEMOARD DIAMETER,OR I'GROWN STAPLE 10 • 5 TTP. VENT SHEATHIN& — X' 54 21�W'STRILICTLIIIII CIEWLLDISIC, DIAMMM ANIZED RDGFIN,5 Jr6:'HE,-Z' R402,412; TE-5TINC7 - f3VIL1:)IN,5 OP, VKIELLINC7 UNIT SHALL BE 1,4000 STRUCTURAL PANZI-5 KI-TH A 1141C*NESS Or NOT 1.17-5-6 THAN III&IWH AND A 5HLATHIN& OR I'CROWN STAPLE I-4 qa, 5 TESTED AND VERIFIED AS HAVIN6 < 5 ACH50 IN CZ4A, 5, AbA. SPAN OF NOT MORITT44AN b F=-T SHAI-L ET PERMITTM FOR OPENING P'ROT'ECTION. SO h,, _114-'.G�!2..,NO NAIL,57APIX PANELS SHALL BE PREicVT AND ATTAc.11-Cp To THE FRAMIK--SURRoLNPINO 7+!E LiM SWEpkTWIi d &ALVANIZET),16"LONO,I Y40 OomE*-Ilo, 7E-5TINCP 15HALL 57 C.011%1C.TED 5'T' AN APPROVED THIRD PARTY. TYPEW OR S OPENINGS CONTAIMNO THE PRODUCT AIT114 THE GLAZED OPENINC7.PANELS SHALL M d I%'GALVAN F. PREDRILLE0 AS RMOUIRED FOR THE ANCHORA67-METHOD 01i SHALL EM SE(SLIRED 56 %'&fP&M SHEATHING 5AI_VAXIZa2'IZl!V ROOPING NAIL STAPLE z KTH THE!ATT`ACLI�TNr+4ARMqAfZr_PROVIDED- ATTA4R!,-�SHAL-t-BE DES16NM TO — I%,sv;r�,rylar K OR 5 R402A.4 t COMBL67[ON CoLOSETS - ROOMS"-,' CONTAININO uj )Ivon INATON 5.81"LOOR,UNDEMAYMEN. TO PWANIN6 > RESIST T+415 COMPOWT ANP CLADDINS7 LOADS VET5WINM IN ACCORDANCE NITS 97 Ti'")'DLA W LEES, "Dtf:�(�IIXO.12ollj NAIL 09 09 FLIEL-BURNIN& APPLIANSE-5 REOUIRE SPECIAL CARE. EXISTING CELLAR WILL BE FILLED IN EITHER TAELI!R_50122k�OR ASCE-t,WITH TW PMMAWNT 6I7RROS1ON-Rr!5ISrANT Sd COMMIM Ca Ngalt)NAIL 17 EXrEPTION- DIRECTVENT APPLIANSES NITH E30TH INTAKE ANC TO CREATE A CRAWLSPACE. ATTACHMENT HARDMPM PROVIDED AID ANCHORS PERMA\P_NTj_Y INSTALLED CSITHE Od COMMON(2'X0.19 11)WAIL4 OR CXHA�IST PIPFS INSTALLED CONTINJOUS TO THE OLMSIDE .Z HITH TABLE 15 PERMITTED FOR BVILVIN5.ATTACHMENT IN AC40RDAW Od DErORIMM C2 00.120")NAIL 12 No MECHANICALS OR ELECTRIC SYSTEMS EWILVINSS P41TH A MEAN ROOF HEIISHT CI=45 FEET OR LESS IIIIIIHERE THE ULTIMATE iod Czi-imoN M"XO 146")NAIL4 OR 6 12 OR DUCT WORK AS PER NYS RESIDENTIAL =916N ININD SPt=, 15 IbO"�'H OR LESS. ad DEPORmmm7(01 JAV MCI')NAIL OLk'T SEAL'�-C7 - CXTS,AIR HANOLEIRS, AND FILTER CODE R 322 CONCERNING CONSTRUCTION FOR 51.1 fl�h 254�,I F�t 3&4-b mm,I MILE rrR HOLR.0 441 wVs;l4ai-6 1AS M� IN FLOOD PRONE AREAS. TABLE R501.2.1.2- KiNDBcmNa DenRis rmo=-cnom FASTIENINO a NAILS ARE SMOd�fZMMtW WX OR DEPO'll SHANKS FXC-'Pr KHME errflrill STATED NAILS usm rom PRAmINS AND SHMA1,RNS BOXES SHALL ME 949 SQ.FT. OF ENCLOSED AREA C,&KNID-ITIONS SHALL HAIM MWIMLM MICIIAISC M-NOINS YIELD STI'l AS allOM,SO K81 POP,SHANK PfAMICTER OF 0.012 IWH(10d SCHEDULE FOR HOOD STRUCTURAL PANELS wmmaN WAIIJ,4o KSI FOR SKANI,,tPIAMETM I-AnsiER THAN w4!2 INCH BUT NOT CAREER THAN oxn INCH,AWrI loo icsi raR SHAW REQUIRES 949 SQ. INCHES OF OlAtIETER5 OF 0-142 INCH OR LESS P-4-03,5.5-, VVC.T TESTIN�r - VIXTS SHALL BE PRESSILRE TESTED To FLOOD VENTING, PA5TENM 5FACI�* i%5TARLE5 ARE I&• GAFFE)IRE AND NA'I't A MINIM.M1,18-INCH ON VlA?-'1l2TERCWOM WIDTH. -AKA�5t:, &.NAILS SHALL BE SI AT NOT MORE IRAN 6 INCHES ON CENTER AT ALL SJFPCqIS wEr-tE SPANS ARE 48 INCI-ES OR MEATER, DETERMINE: AIR LE 0 By&-FOOT OR 4-rOOT 13"4-FOOT PANELS 5t4ALL.M AFrLIi VERTICALLY. .1 FASTENER TYPE 4 FOOT 6 FOOT '.�'OPACINO Or FASTENERS NOT INGUIPER IN THIS TADLE'JAW-Ce 5A5EV ON 7AIMLI�WIOU$(W. EXCEPTION ::)XT LF-All TEST IS NOT REOVIRE-0 kqHERE 0 F_k+-Il 7HE ULTIMATE VIES(SK KINCI SPEW IS ISO MPH OR LESS.WAILS F-OR.A-"A5HIWS PiOOD STMCILIPAL PAREL III SMAT14IWe ra PANEL SPAN < PANEL SPAN < PANEL SPAN &ABLE END WALL FKAMI49 SHALL BE SPA=6 INGHU.ON UNMK.INHERZTHL M-TIMATE DESIGN MIND 0 15 GREATM TIAW 150 MPH, THE E%X-,T5 AND AIR HANC)LER5 ARE LOCATW ENTIRELY' WITHIN 14 FOOT i 6 FOOT b FOOT WAILS FOR ArTA6HINS PAWL ROOF SHEATHING TO INTERMEDIATE S(Irroll SHALL BE BE SPACED a INCHES am WINTER FOR miWjMfM 46 IW P15TAW.,r;PIKOM RIP64--^EAVIE5 ANP&AmE END KLL57 AIV 4 IWU�ON C-ENTEK To OA51.t ENP VJALL.FRAMING. THE BVILDIN0, THE�ZMAL E NVE LOPE, NO�a� HOOP SCREW AT"INS CONFORM TO A57M 0 151115 AND SHALL BC INSTALLED IN ACCORMAN1.12 Ytrni&A 255 PIBEWWAPD SHI 94=DN rCMM To ASTM 208 h.SPACIN&or A6TENER5 ON II SHEATON5 ED6E5 APPLIES To PANEL W&M SUPPORTED W PRAM Ns MEMBERS AND RIMMIMM DASEP ANCHOR HITH 2 16 10 6 151_0�1145 A101"Al fILOOR PERIMETERS ONLY.SPAOIN5 OF 1"ASIMRS ON ROOF SH PANEL ft"AGM APPLIES To PANEL awlm R403,53�t EU11 LVINa CA�iil TIES - SHALL NOT BE V!5= AS DUCtTS OP, 4- NCO. ICT IhIOOD 9G1 +1Mr."14 EMBEDMENT LENGTH SUPPORTED 51,PI MEMMS AND REQUIRED 5LO0QNO.IBLP_'tQN&Or'ROOT,OR PLOoK SHEATHIND PANEL EMISES rmrW;I,_uLAR To PLEKms THE FRAMINS MEl`oMR5 NETID NOT BE PROVIDED EXCEf"r AS REGIVIRSt,BY OTHER FROYISIONS OF HIS CODE,Ill-OM PERIMETER SHALL BE VJFFORTtP By FRAKN9 MLMSEIII5 OR 50LICI 5­00KINO. IHHn*.EARAPrMISFASTE14EDT6ANAt),MZWfAP--LLF-LCEILINSJDISTkACZORDAWZJITHTH19WHEDULE PROVIDE TKO TOE NAIL-8 5ASIE�P ANCHOR WITH 2 16 12 ON ONE SIPE Or THE RAI�"AND TOE KAIL5 MOM THE GELINO 4015T 70 TOP PLATE IN ACCOIRVANG-4;KTi4 T1415 5'�-A�.THE TOE NAIL 0 1,YSTEM PIPINS INSULATION - 4,�,'ARRYN& Iq THE OPTIOSITE SIVE OF THC RATER SHALL NOT M III z INCH EM5EDIMLST LEN1G7++ > rLUV5 >105"r- OR, <556f', INSULATE TO R-5 M N1. Y4 INCH LAT* 5(!�Ill R4056I ME-OHANIOAL 'ENTILATION - THE eJI LVINO SHALL BE- 13ASED ANCHOR 1141TH 2 16 16 16 INCH EMBEDMENT LIENOTH PROVIDED KTH VENT11.ATION THAT MEETS TrIE REOVIRO-11ENTS OF 70�t KIRIlItICANE AW44MS MA4.111"ACTIAW 13Y TRWIMCI. (\j VWWN STRONS-TIE COWSCTORS THE MECHANICAL /ENTILATION RATE SHALL BE NO &REATER co TH15 TABLE 15 5A5M ON 160 MF7H ULTIMATE wom No.LSISMI-SW210 DESIGN KIND SPEED AND A 53 T-OZ�T MEAN ROCt-' SWVALENT AT EVERY RA1441 TO RIDS THAN HE-ICHT. C4411!C-TION"tN RAFTERS VO NOT AI 0.01 X CrA * -15 >' (# OF BEDROOMS + 1) b. FASTENERS SHALL ISE INSTALLED AT OPPIO5145 "i = 60NDITIOfIZID FLOOR AREA ENDS Or' THE WOOD STIRLk'STRUCTURAL PANEL. RVACAM AW-+ORB 1144MPACTLIRM 13Y FASTtNtP-5 SHALL BE LOCATED NOT LESS THAN SIMFSON STRONdi-TIE CONIIIiW "00�L No.LSTA24 OR PPRP R4 .-1: COUIPMENT SIZ!N�5 - PER ACOA MANUEL 5, BASED ON FROM THE EDGE Or-THE PANEL. 0 INCH r EWfVAU!Nr AT EVERY XWM RIDee I ANCHORS 514ALL PETZTRATE 114ROU95H THE wmevnow PVEN RAFTERS AU&4 LOADS CIALCULA-ED FZR ACXA MANUEL J. EXTERIOR HALL COVERINS KITH AN EMBEDMENT TYP VENT LENOTH OF NOT LESS THAN 2 INCHES INTO THE P,404.1E LIC;,HTIN,,Si - A N'INMM OF -15% OF PERMANENTLY BUILDIN&FRAME.FASTENERS SHALL BE LJOCATED INSTALLED FIXTURES III HAVE HIiI5H­EFFI1(:IANCY LAMPS. TYP VENT NOT LE55 THAN 2 Y2 I NCHE5 FROM THE EDGE OF THE LON-VOLTAC7E LIC-44TINC, EXL`MPT CONCRETE BLOC< OR iCON(:AZ7V, d, PANELS ATTACHEP TO MASONRY OR 13'- -4'-5" MA50NRY�STUCC-O SHALL 5t- ATTACHED U51NO REV. 11 . 1 . 21 114 VIERATION-RES15TANT ANCHORS HAVING AN ULTIMATE V41THORAKAL CAPACITY OF NOT LESS THAN 1,500 POIJNVSREV. 7 . 22 . 21 FOUNDATION PLAN TABLE R301.7 ALLOWABLE DEFLECMON OF STRU=RAL MEMBERS REV. 7 . 5 . 21 . 1 /4'8= 1 '-O" 7 . 22 . 21 REV. 12 . 9 . 21 ALLOWABLE RIVC-AF- 57FAf=F1N6 DETAIL STRUCTURAL MEMBER DEFLECTION Rafters having slopes greater than I FOUNDATION PLA N fA 77006 3/12 with no finished ceiling L/180 TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square toot) SCALE AS NOTED JANUARY 2021 S1 attached to rafters LIVE Interior walls and partitions H/180 USE LOAD oress Awl Attics with limited storageg,h 20 Floors and plastered ceilings L/360 Attics without storageb 10 A 101 All other structural members L/240 Deckle 40 TAK Exterior balconies 60 Exterior walls with plaster or H/360 1 OF 4 Fre escapes 40 permits I drafting I exrezdifinq stucco finish 3uardrails and handrailsd 200Ii Exterior walls—wind loads" with L/240 Guardrails in-fill componentsf 50' PO BOX 49 brittle finishes Passenger vehicle garages' 502 JOAN CHAMBERS SOUTHOLD NY 11971 4 PALMERR R"�S I D Rooms other than sleeping 40 631-294-4241 Exterior walls—wind loadsa with L/120 rooms flexible finishes I§leeping rooms 30 IsLairs 40c PALMER RESIDENCE 32" 2" _6.. 2 -3-° 460 ISLAND VIEW LANE 3 GREENPORT N .Y. VENT PANInt co U U ~ a EXISTING: SINGLE FAMILY RESIDENCE 0 00 0 UTILITY AREA 'IN 1 ° FURNACE CO w s � -' FLgOR HATCH O ACCESS TQ 5/8" GYP. BD. ON r I O' ROOF BELOW v ,RAWLSPAC� CEIL. AND WALLS x I N HOT W. N / , TO MEET FIRE COD 0 SCTM# 1000-53-06-29 ZONE R-40 . 18 ACRES ADJACENT WALL & FLOOR TD CONFORIV LAV TO COD ch 2 2 WO D S OVE o '-0THf2M HEIGHT SH ER O 2X8 RAFTERS:@ 16" OC r 2X6 CEIL. JOIStS @ 16" OC O VERIFY ALL PLUMBING FIXTURES 2 RAIL TO CODE 2 & LOCATIONS W/ OWNER PRIOR LIVING ROOM TO ROUGHING IN rN J 1© N RIE9-1/2" TJI 230 JOISTS @ 16" OC \ o© — — — — r' FIN. FL. ELEVATION TO BE 8.33' r O ~ CLOSET CLOSET iv o a n- [3 _ 0 M ® (2) 1-3/4"01-7/8" LVL © e r N 10'-1Z" POST ABOVE TO RIDGE GENERAL NOTES v I 1. All work shall conform to the requirements of the Residental Code of New York M114- __ .._..... ......._. ......_ _.._.. ......... __i... .......... State, County and Town Depz rtment Regulations, Utility Company requirements and _.... ..........Ln 0 W o i a best trade practises. r N I w 2. Before commencing work the Contractor shall file all documents required by the T Y Building Department, pay all fees required by local agencies and obtain all required o m l i J permits. M p" 3. The Contractor shall visit the site and verify all dimensions and the existing woo s�oP µ �" o conditions affecting the work prior to construction. Any discrepancies which would I - — - - - - T interfere with the satisfactory completetion of the work described herein shall be (2) 1-3/4"x11-7/8" LVL HEADERS W/ 3/8" STEEL FL. PL. — III - -- - - - I reported to the architect or property owner. Do not start work until such conditions have been examined and a o)urse of action mutually agreed upon. Failure to notify > li. III a li -- o the owner or architect of unsEtisfactory conditions will be construed as an acceptance " I I w I 0 of the conditions to properly perform the required work. III ... ..... I I 4. All work is: to conform to the drawings and specifications of the architect and SIN - LJ`— III a _ __. _ —_. _. _.. .-_. .... - engineer consultants. x 5. The Contractor is to maintain a complete and up to date set of plans on the ....... ................. ... job site at all times RAIL TO CODE III i i - x I 1 N 6. The drawings are not to be scaled under any circumstances. — -- 0 13 NEw ROOF CRICKET h7. It shall be the Contractor'; responsibility to ascertain all III I 1 --.. Y Y prevailing procedures oF I _o including storage and toilet facilities,protection of existing work to remain,access to o N Fn . r `�+s, DIN. RM. W III N KITCHEN I 1 I ( work area, hours of permitted work,availability of water and electric power and all ti I _ L -. _.._... --- -. - o III \ s t/z TJI 230 JOISTS @ 1s oc J — -...- -.... -- J other conditions and restrictions for this particular location in order to execute the I > ...... ...... ... . > EXIST. CEIL. & ROOF FRAMING w III I ( BEDRM #2 work in a careful and orderly manner with the least possible disturbance to the public. 00 CATHEDRAL CEILING co 8. The Contractor shall mak( the neccesary arrangements to utilities and services 2X8 RAFT 16" OC temporarily disconnected while performing the work as required. I, ( zx8 COLLAR TIIES @ 48" OC 9. The Contractor shall provile all dimensions and cut-outs for other trades. III I - M 10. The Contractor shall prov de proper shoring and bracing for all remaining structure prior to removal of existing structure. a ( �; ! I ( T • , . 1 1. Plumbing, electrical, HVAC; and similar work shall be performed by licensed EXISCEL ING AR III I ( I °' _ r� persons who shall arrange for and obtain all required inspections.The General EN RY III z ( I I I Contractor shall be responsiblE for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the -01 011 2 I O I i TRIANGULAR F�Ex FRAME UNIT ABOVE owner and architect harmless from litigation arising out of the Contractor's failure to II I slzE To BE D�TERMwED ON SITE provide construction safety means and methods. 1-3/4"x11-7/8" LV 1-3/ L L _.... ..1-- — .._..... .__ — —' ---.- .__ _-- -- -.._._ -- --� ._... ....... (2) 1-3/4"x11-'/8" LVL ® © A `. EGR SS ® dM� CONSTRUCTION NOTES FIN. FL. ELEVATION TO BE 8.33' w.c. NEW 8,_2„ ,_8" T _} } I } I 8'-4" 8'_4„ O > I1. All footings shall rest on uidisturbed soil at a minimum of 36" below fin. grade. SH ER PWD. 8'-0" M } } 1.. . . 16 -8 2. Po ed concrete sh I have a minimum psi of 3500 at 28 days unle s ote • BATHRM #1 fi _I I } I 3. Sillu plates shall be preserved, treated wood and be installed above a s16noz.d} } _. _._ } i copper termite sheild. x FIRST FLOOR PLAN SECOND FLOOR PLAN 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance C w a } I - } I I 9 9 I Code m n n n 1 /4 = 1 V-13" 1 . 8 . 2 1 I I i I ! 1 /411= 1 -0 1 . 8 . 2 1 d ng and manufacturers specifications. 07 w&D cLosET o - . P I ngheshall be oinstalled btu a :licensed contractortoa depth and bearing agreed SHELVES �.._ ___ __ } } } I -7 5 upon by an ll engineer and certificates shall be issued stating same. - N REV. 7 . 2 2 . 2 1 - I } --_ - - _. }:' I '; REV. / . 2 2 . 2 1 6. Unless otherwise noted all framing and structural wood components shall be } or better Douglas Fir. ® © . All framing techniques and methods shall be as prescriptive design based on NOTE: Manual for One and two FamilyDwellings ( FC ) - e 9 or as specifdiedran R301s�r t1 n \ EXISTING HOUSE WILL BE LIFTED 16" T _.... } I I 8. All building envelope 'n s W M g e ope comp onents shall comply with Chapter 6 of the Energy N I EXIST. STAIRS J w TO COMPLY W/ FLOOD ZONE REQUIREMENTS _ _ - _ ---__ -- - ___ __----_- ____ _ ___ _ _ AS PER CHAPTER R322 OF THE 2020 NY STATE } tate of New York. ' a t Conservation Code of the N 10 ATTIC z o I - I 9. Fireblocking shalt be provided in all wood framed construction in accordance a J with NYS Code R 602.8 to form an effective fire barrier between stories and RESIDENTIAL CODE i } between the top story and rocf space. LL ( i 10. Protective panels shall be provided for glazed openings in accordance with II ° I - - - I ' NYS code R301.2.1.2 if they are required. BEDRM #1 X D I I! ( 11. All portions of the new structure are designed to comply with local geographic Ji O I { I and climatic criteria as stated in the following table. I I I1 I Lo x Q - - & CLIMATE DESIGN CRITERIA Iw w } ¢ I j GEOGRAPHIC LU r I I ( ( GROUND SNOW LOAD 45 ps1 O I ° WIND SPEED 130 MPH I SEISMIC DESIGN CATATGORY B -10z,. 2' 0., EQUAL EQUAL EGRESS }.. I l WEATHERING SEVERE N 1-3/4"x11-7/8" LVL ............... I �:..(.. _... , DEPTHFROST LINE .......... ® E } } I `,....-.- _ ___ _•._ .— __ .__ _.._._ _._.._ ..__ — TERMITE THREAT MODERATE TO HEAVY I' (2) 1-3/4"x11-7/8" LVL HEADER .. .... ..... DECAY SLIGHT TO MODERATE - _ : :........ ......�:... ...__ m _ ........ ........ _......... _........ ....... ...:._:...r._:...._.. ..:. . .............. WINTER DESIGN TEMPERATURE 1 1 ._._ .......... ....... ..::.:� WOOD STOOP OF - FLOOD HAZARD AS NOTED -0" o M � Q G -54,. 3.-9., _5,. 28'_0" WINDOW SCHEDULE DOOR SCHEDULE TYPE RO NOTES TYPE UNIT/RO NOTES OANDERSON 400 SERIES EXTERIOR ENTRY CW 235 4'-9"X3'-5-3/8" W/ SCREENS O 2'-6"x6'-8" 1 HR FIRE RATED ANDERSON 400 SERIES 6'-0"x 6'-11" W/ SLID. SCREENS TW 3046 3'-2-7/8"x4'-8-7/8" W/ SCREEN FWG 60611L ANDERSON 400 SERIES 2'-0-5/8"x2'-0-5/8" W/ SCREEN O 3 EQ INTERIOR ACLOSET 2'-0"x6'-8" HARDWARE AS PER OWNER REV. 1 1 . 1 . 21 C ANDERSON 400 SERIES 5'-0-3/8"x2'-0-1/8" W/ SCREEN ® 3 EQINTERIOR ATPASSAGE 2'-0"x6'-8" HARDWARE AS PER OWNER REV. 7 . 2 2 . 2 1 ANDERSON 400 SERIES INTERIOR PASSAGE r TW 210410 3'-0-1/8"x5'-0-7/8" W/ SCREEN - EGRESS O 3 EQ. FLAT PANEL 2'-8"x6'-8" HARDWARE AS PER OWNER REV. 7 . 5 . 2 1 } = ANDERSON 400 SERIES CLOSET BY-PASS y F 3'-0-1/8"x4'-0-7/8" W/ SCREENS 6 4'-0"x6'-8" C� (3) TW 210310 � 3 EQ. FLAT PANEL 77006 �� ANDERSON 400 SERIES 3'-2-7/8"x4'-8-7/8" W/ SCREENS INTERIOR PASSAGE 2'-0"x6'-8" HARDWARE AS PER OWNER A��FESSIONP� O TW 3046 O 3 EQ. FLAT PANEL FLOOR PLAN OH ANDERSON 400 SERIES 3'-0-1/8"x4'-0-7/8" W/ SCREENS INTERIOR PASSAGE 2'-8"x6'-8" HARDWARE AS PER OWNER TW 210310 ® 3 EQ. FLAT PANEL SCALE AS NOTED JANUARY 2021 ANDERSON 400 SERIES CLOSET BY-PASS J TW 2032 2'-2-1/8"x3'-4-7/8" W/ SCREENS O 3 EQ. FLAT PANEL 6'-0"x6'-8" OANDERSON RSON 400 SERIES 5'-0-3/8"x2'-0-1/8" W/ SCREEN 0 EXTERIOR 8 ENTRY HARDWARE AS PER OWNER ress s L ANDERSON 400 SERIES 3'-0-1/8"x5'-0-7/8" W/ SCREEN - EGRESS � 1 ANDERSON 400 SERIES 11'-9-3/4"x 6'-11" W/ SLID. SCREENS A X02 O (3) TW 210410 O FWG 120611-4 ANDERSON 400 SERIES 3'-2-7/8"x4'8-7/8" W/ SCREEN - EGRESS K i O (2) TW3046 2 OF 4 ANDERSON FLEX FRAME BASE OF TRIANGLE permits draftingex �editin ON GABLE END-FIXED 8'-0" APPROX. PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 PALMER RESIDENCE 460 ISLAND VIEW LANE GREENPORT N .Y. REV. 11 - 1 . 21 REV. 7. 22 . 21 SCTM# 1000-53-06-29 REV. 7. 5 . 21 ZONE R-40 . 18 ACRES ELEVATIONS SCALE AS NOTED JANUARY 2021 rens START A 103 I -- permits I draftingex ,.ditin 3OF4 al PO BO 49 . _.... .. ......... ...... ............ \ JOAN CHAMBERS SOUTHOLD NY 11971 - .. - _.. \ - - 4 4241 _ ........... _._...... _.____....._............ ...........___.._.._.._..__....._...._._.._._ i IJl j VINYL SIDING - _ ✓ ^� \..- / - NEW ROOF CRICKET BEYOND EXISTING ✓ �- _ \ �_. .... ti _..._ .. VINYL SIDING .... _ ✓ NEW ROOF CRICKET BEYOND a .. _.. ... \ EXISTING I II UTILITY SHED EXISTING 0 O UTILITY SHED y EXISTING I i FIN. FL. ELEVATION TO BE 8.33' FIN. FL. ELEVATION TO BE 8.33' STOOP r-Id' NEW STOOP r I i N CELLAR ACCESS WEST ELEVATION NOTE: NORTH ELEVATION 1 /4"= 1 '--01 . 8 . 2 1 EXISTING HOUSE WILL BE LIFTED 16" 1 /4"= 1 '-0" 1 . 8 . 2 1 REV. 7.2 2.21 REV. 7.2 2.2 1 REV. 11. 1.21 TO COMPLY W/ FLOOD ZONE REQUIREMENTS REV. 11. 1.21 AS PER CHAPTER R322 OF THE 2020 NY STATE RESIDENTIAL CODE _ ... ... .. . . .................................... .........._.._.....__............................._.. -- _._....... ........_........__...... . . __....___.._........-------- -----..._..............._.__. ._........... .._.. -.............. _.. ..._... . . .._........... ................... O _............ ..._..............._.._.__.................._.._... ............ O NROOF CRICKET BEYOND m.........._........._... ................... _ .................... _ : .: " .: - ..... ..-__ .. ... ..-.- .. .. ._ - _ .... _ ...... .. ............ ... -.....---- ._...... _.._ __..._.._..... -__.__ .._ _..........--__- ._......- ....... El OE OB \ II "t y � P O _ j * EXISTING 6 �FQ 33'ELEVATION TO BE 8 FL. . I FIN. FL. ELEVATION TO BE 8.33' FIN.�O ; � SIO STOOP STOOP T� I SOUTH ELEVATION EAST ELEVATION 1 /4 "= l '-O" 1 . 8 .21 1 /4"= l '-O" 1 . 8 . 21 REV, 7.2 2.2 1 REV. 7.2 2.21 REV. 1 1. 1.2 1 REV. 1 1. 1.2 1 PALMER RESIDENCE 460 ISLAND VIEW LANE GREENPORT N .Y. EXISTING: SINGLE FAMILY RESIDENCE RIDGE VENT \ RIDGE VENT ASPHALT/FIBERGLASS SHINGLES _ \` ASPHALT/FIBERGLASS SHINGLES 1-3/4"x11-7/8" LVL RIDGE SCTM# 1000-53-06-29 / ROOFING FELT \ ROOFING FELT RIDGE STRAPPING AS PER CODE 112" CDSX PLYWD SHEATHING \ 1/2" CDX PLYWD SHEATHING 2X4 @16" OC RAFTER TIES ZONE R-40 18 ACRES ,. 1-3/4"x11-7/8" LVL RIDGE 1-3/4"x11-7/8" LVL RIDGE 2x8 @ 16" OC RAFTERS RIDGE STRAPPING AS PER CODE / RIDGE STRAPPING AS PER CODE R-24 INSULATION �\ 2X4 @ 16" OC RAFTER TIES / ""\ 2X4 @ 16" OC RAFTER TIES (2) 2X8 COLLAR TIES BOLTED CATH. CEILING \. 2x8 @ 16" OC RAFTERS 2x8 @ 16" OC RAFTERS O TO RAFTERS R-24 INSULATION � \ i (2) 2X8 COLLAR TIES BOLTED ; \\ ,> TO RAFTERS FASCIA & SOFFIT TO MATCH EXIST. FASCIA & SOFFIT TO MATCH EXIST. ALUMINIUM GUUTERS ALUMINIUM GUUTERS VENT SOFFITS VENT SOFFITS ADD NEW CRICKET TO CONNECT EXIST. GABLE TO NEW ADDITION INYL SIDING INSTALLED AS PER --------VINYL SIDING INSTALLED AS PER VINYL SIDING INSTALLED AS PER 2X8 RIDGE W/ 2.6 @ 16" OC rN MANUFACTURER'S INSTRUCTIONS MANUFACTURER'S INSTRUCTIONS MANUFACTURER'S INSTRUCTIONS RAFTERS BEDROOM #2 r UNDERLAYMENT AS RECOMMENDED BEDROOM #2 UNDERLAYMENT AS RECOMMENDED BEDROOM #2 UNDERLAYMENT AS RECOMMENDED BY MANUFACTURER. BY MANUFACTURER. BY MANUFACTURER. FLASHING @ WALL CONNECTION OI 1/2" CDX PLYWD SHEATHING 1/2" CDX PLYWD SHEATHING 1/2" CDX PLYWD SHEATHING .1 2X4 @ 16" OC STUD WALL op 2X4 @ 16" OC STUD WALL 2X4 @ 16" OC STUD WALL 1/2" GYP. BD. @ INTERIOR 1/2" GYP. BD. @ INTERIOR 1/2" GYP. BD. @ INTERIOR R-15 INSULATION R-15 INSULATION R-15 INSULATION ASPHALT/FIBERGLASS SHINGLES ROOFING FELT FIN. FL. AS PER OWNER � FIN. FL. AS PER OWNER 1/2" CDX PLYWD SHEATHING 3/4" PLYWD SUBFL. 3/4" PLYWD SUBFL. �. 2x8 @ 16" OC RAFTERS EXIST. ROOF & CEIL. FRAMING 9-1/2" TJI 230 JOISTS @ 16" OC 9-1/2" TJI 230 JOISTS @ 16" OC --- -- '� R-28 INSUL. REMOVE EXIST. EXTERIOR WALL ADD NEW GIRDER ALUMINIUMSGUUTERO MATCH EXIST. (3) 1-3/4"x11-7/8" LVL W/ VENT SOFFITS 3/8" ST. FL PLATES I, KITCHEN LIV. RM. LIV. RM. UTILITY RM. VINYL SIDING INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS UNDERLAYMENT AS RECOMMENDED BY MANUFACTURER. O O 1/2" CDX PLYWD SHEATHING I EXISTING RESIDENCE °O 2X4 @ 16" OC STUD WALL 5/8" GYP. BD. @ INTERIOR R-15 INSULATION FIN. FL. AS PER OWNER FIN. FL. AS PER OWNER 3/4" PLYWD SUBFL. 3/4" PLYWD SUBFL. 3/4" PLYWD SUBFL. 11-7/8" TJI 230 JOISTS @ 16" OC FIN. FL. ELEVATION TO BE 8.33' 11-7/8" TJI 230 JOISTS @ 16" OC FIN. FL. ELEVATION TO BE 8.33' 11-7/8" TJI 230 JOISTS @ 16" OC FIN. FL. ELEVATION TO BE 8.33' R-30 INSUL. R-30 INSUL. R-30 INSUL. Ek ISTING FLOOR FRAMING & FOUNDATION i r" r INSTALL "SMART VENT" II'' _ MODEL # 1540-510 FOR VENTOLATION 6 2 COURSES 8" CMU NEW CRAWLSPACE INSTALL "SMART VENT" MODEL # 1540-510 OR d 2 COURSES 8" CMU SMART VENTS TO BE INSTALLED IN COMPLIANCE W/ NEW CRAWLSPACE NEW CRAWLSPACE EQUIVILANT FOR VENTILATION TO RAISE HOUSE NY STATE RESIDENTIAL CODE R322.2.2.1 \ NO MECHANICALS OR ELECTRIC SYSTEMS AND FLOOD CONTROL TYP. TO RAISE HOUSE NO MECHANICALS OR ELECTRIC SYSTEMS NO MECHANICALS OR ELECTRIC SYSTEMS AND FLOOD CONTROL TYP. REFERRING TO THE VENT NOT BEING MORE THAN OR DUCT WORK AS PER NYS RESIDENTIAL -� -i OR DUCT WORK AS PER NYS RESIDENTIAL OR DUCT WORK AS PER NYS RESIDENTIAL ,-- -- 12" ABOVE FINISHED GRADE ON EXTERIOR AND CODE R 322 CONCERNING CONSTRUCTION o x CODER 322 CONCERNING CONSTRUCTION CODE R 322 CONCERNING CONSTRUCTION o x TO BE INSTALLED NOT MORE NOT MORE THAN 12" ABOVE SLAB IN CRAWLSPACE. c IN FLOOD PRONE AREAS. a THAN 12" ABOVE FIN. GRADE N FLOOD PRONE AREAS. � IN FLOOD PRONE AREAS. & IN COMPLIANCE W/ NY STATE --- --------- COMPLIANCE W/ COMPLIANCE W/ SMART VENTS TO BE INSTALLED IN COMPL SMART VENTS TO BE INSTALLED IN COMPL RESIDENTIAL CODER 322 623 SQ.FT. OF ENCLOSED AREA NY STATE RESIDENTIAL CODE R322.2.2.1 NY STATE RESIDENTIAL CODE R322.2.2.1 SMART VENTS TO BE INSTALLED IN COMPLIANCE W/ REQUIRES 623 SO. INCHES OF BOTTOM OF VENT TO BE NOT MORE THAN 12" ABOVE 623 SQ.FT. OF ENCLOSED AREA BOTTOM OF VENT TO BE NOT MORE THAN 12" ABOVE 623 SQ.FT. OF ENCLOSED AREA NY STATE RESIDENTIAL CODE R322.2.2.1 FLOOD VENTING. FIN. GRADE ON EXTERIOR AND NOT MORE THAN 12" FIN. GRADE ON EXTERIOR AND NOT MORE THAN 12" REQUIRES 623 SQ. INCHES OF BOTTOM OF VENT TO BE NOT MORE THAN 12" ABOVE REQUIRES 623 SQ. INCHES OF F NO MECHANICALS OR ELECTRIC SYSTEMS ABOVE FINISHED SLAB ON INTERIOR. FLOOD VENTING. ABOVE FINISHED SLAB ON INTERIOR. FLOOD VENTING. FIN. GRADE ON EXTERIOR AND NOT MORE THAN 12" OR DUCT WORK AS PER NYS RESIDENTIAL ABOVE FINISHED SLAB ON INTERIOR. CODE R 322 CONCERNING CONSTRUCTION IN FLOOD PRONE AREAS. 949 SQ.FT. OF ENCLOSED AREA - - - - - - - - - - - - - - REQUIRES 949 SQ. INCHES OF FLOOD VENTING. EXISTING CELLAR WILL BE FILLED IN TO CREATE A CRAWLSPACE. SECTION 7'1" 1 SECTION # 2 SECTION # 3 - - -- --. - 1 /4"= V-Ort 1 . 2 1 . 21 1 /4"= V-Orr 1 . 2 1 . 21 1 /4"= 1 1-011 1 . 2 1 . 2 1 REV. 7 . 2 2 . 21 REV. 7 . 2 2 . 2 1 REV. 7 . 2 2 . 2 1 REV. 12 .9 . 2 1 REV. 12 . 9 . 2 1 REV. 12 .9 . 2 1 PLUMBING RISER DIAGRAM waiEarwni iinsn ra I I I I BATH#2 Generated by REScheck-Web Software _ CNJ/ Compliance Certificate M= ;�. =:,M: nl EE: x Window 8:Vinyl Frame SHGC:0.30 12 0.300 0.320 4 4 r Window 9:Vinyl Frame 14 0.300 0.320 4 5 Project Palmer Residence SHGC:0.30 Window 10:Vinyl frame 12 0.300 0.320 4 4 KITCHEN � \ Energy Code: 2018 IECC SHGC:0.30 BATH#1 A \ PWD.RM Location: Greenport,New York Floor:All-Wood Joist/Truss 1,571 30.0 1.5 0 031 0.047 49 74 Construction Type: Single-family Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other Project Type: Addition calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In R. ow I w: I•�. Climate Zone: 4 (5572 HDD) REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Permit Date: Permit Number: Name•Title Signature Date Construction Site: Owner/Agent: Designer/Contractor: 460 Island View Lane Greenport,NY 11944 Compliance. 4.5%Better Than Code Maximum UA: 289 Your UA: 276 Maximum SHGC: 0.40 Your 5HGC:0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules, It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. KL PLUMBING woeX TO CONFORM Envelope Assemblies GMIREMENTs °N DLG E,a.T seRnnGYareM Ceiling:Flat Ceiling or Scissor Truss 533 30.0 1.5 0.033 0.026 18 14 REV. 7 . 2 2 . 2 1 c� Ceiling 1:Flat Ceiling or Scissor Truss 967 30.0 1.5 0.033 0.026 32 25 Ground Floor Wall:Wood Frame,16"o.c. 1,672 15.0 1.5 0.068 0.060 93 82 REV. 7 . 5 . 2 1 REV. 1 1 . 1 . 2 1 11 LA r Door:Solid Door(under 50%glazing) 20 0.170 0.320 3 6 C� Door 2:Solid Door(under 50%glazing) 20 0.170 0.320 3 6 �F� A 7706 � Door 1:0126 Door(over 50%glazing) 42 0.300 0.320 12 13 ssiDoor 3:Glass Door(over 50%glazing) 82 0.300 0.320 25 26 SECTIONS SHGC:0.26 Window:Vinyl Frame 13 0.280 0.320 4 4 SHGC:0.32 SCALE AS NOTED JANUARY 2021 Window l:Vinyl Frame 13 0.280 0.320 4 4 SHGC:0.32 Window 2:Vinyl Frame 15 0.300 0.320 5 5 �`+ -*,• SHGC:0,31 1 e s S Window 3:Vinyl frame 4 0.280 0.320 1 1 SHGC: 4:V A 104 Window 4:Vinyl Frame 10 0.280 0.320 3 3 WindARK SHGow 0.30 Ar It K Window 5:Vinyl Frame 15 0.280 0.320 4 5 ALmna SHGC:0.30 Window 6:Vinyl Frame , . 4 F 4 12 0300 0320 4 4 SHGC:0.30 permits draftin ex E ditm Window T Vinyl Frame 12 0.300 0.320 4 4 SHGC:0,30 PO BOX 49 Project Title:Palmer Residence Report date; 07/06/21 Project Title:Palmer Residence Report date: 07/06/21 JOAN CHAMBERS SOUTHOLD NY 11971 Data filename: Page 1 of 2 Data filename; Page 2 of 2 631-294-4241