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2003-154 (2) PAGE OF 6/0 ► DATE:REVISIONS � � t oW XIRATT NOT 804 Route 9 SMOKE DETECYORS ARE R' 1 r A P .r� ■ter �' ,•� 1► , 'i . , BEDI�( xl. I ,-` e...�._ ...,.--........- .,..,.,. .....,„..,,e,,.�.'�'.'- _ - s 1� a •a - 'i -fi -,'g,'; -r 7"I ADJACENT1 INCLUDING CELLAR OR 6ETECTORS SHALL BE INTER1 N % 1, an sevo-o r N, Y 1 2 83 1 r r +w..o - . t _ • • ♦` "� ` ++o�eWr ¢,r"_,,,' .._._,ter...-_... .�� _ ! _ 4 3. + se '� rm... . r _ _ +l1/y•+c a 4 ' f.. `. .v ......�..» �.. __ _ - _ +erww«. - - - .. _ _ � ..,...._.4,..,,,♦.._.,... ........�...,,.m�r.e�,....• J w,saswrrv,♦_ - _.._ - _ - i' _ �.. µ �l1+ • , ,. a�. Px.- .,�r.,erw.w s.�„_, ..'4. .>� �...._,.,.,.»..�.r..an-.... -«�r..�nw..s..ti.�wa �,ar: - - _ - 'k ' r« .v I�fN1M 1i ili s� Monson n s o n . . >�...�. . 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"mobLL . mom w w Z � OIL Q� W VOF 2 w ITS 29 Ye4R ARqt41eCTO aL o " Esc ri -i►Di�t�4 del COPYRIGHT ®2003 BY WILLIAMS WILLIAMS DESIGNHQS. ALL RIGHTS RESERVED. ALL UL LIAMS 4 WILLIAMS DESIGNERS' MANS HAVE BEEN REGISTERED WITH THE UNI'TW STATES COPYRIGHT OFFICE. THIS DRAWING I6 AN IN6TK,� OF MI AND MAY SEAL: 2 NOT DE ALTERM REPRODUED COPIED. OR C , COP USED FOR 2Q � CONSTRUCTION WITHOUT THE WRITTEN PF3RMISSION FROM 4ALUAMS 4 C� ry WILUAM6'6W- II M. U"9140W= ALTERATIONS OR ADDITIONb TO THIS DRAWING IS A VIOLATION OF THE NBU YORK STATE t�O� NEw y EDUCATION LAW. ARTICLE WS SECTION MM -T} PLANS � COMPLY WITH ALL THE CODES, PROVISIONS. AND INT'@IT OF THE ENERGY CONbEmvATION CONSTRUCTION CODE OF mom YORK STATE AS A@Op w ALy A ZOO?,- DO NOT SCALE THESE 11• DRAWNGS. THEY MAY NOT BE TO EXACT SCALE.. USE ONLY THE r DIMENSIONS SHOWN. OWNER AND CONTRACTOR aj.L 1, CONSULT ALL APPLICABLE BWLDING CODES TO INSURE THAT PLAN AND DETAILS COI R TO ALL REOU�TS. THEY SHALL VERIFY • A ALL ""ONO B IiE PROCEEDING WITH CONSTRUCTION WORK Q Q ?C? `! V !� M TI�► AND SMALL NOTIFY WL JAMS , U4WAI OF ANY \ DISCR�ANC�6 BEFORE WORK 16 UlLLIAM6 I/ WLUAMS DE8W*R& SMALL NOT BE W&K)NS45LE " ANY r `A''+¢I j AMTIONAL COSTS OR STRUGTLpAL PROCL M RE&A.TiNG "ROM FAILJ,IRE TO FOLLOW THEE!PLANS AND MA AA. • PLAN NO. PAGE OF FIRST FLOOR: SQ, FT. LIVING AREA BY: SECOND FLOOR: )�� ti SQ, FT. LIVINGS AREA DRAW 5ONUS ROOT"i s SQ, FT. LIVING AREA D REVISIONS i DATE: iI o 0 TOTAL: %6 SQ. FT. LIVING AREA Ilik Ua !0ll � i•�yya ti�0� �l o" 2t pW �; " _��k � fill c3 4yD 0U. N Q z 14 W pill- will Izuo G� N�fp. b? • ' P� .4 � fill 1mow MM I — 36to G� c' MO � f I N ti �•� � (jI�YN 3N h " yy 1' " . ►tom t CA DE '( �, � ti•�w p�-vtwt••rt � �a�u, �o��Moa � I�ou� va0l�t�D t �t P �0 _fie.VIP Tire, X He l cm �� �� �� ��+��i op V�AId. C,QMM014 - N s . v 0 IS 76 1000 &.0 1 1 co -Iowww W I J /-4 40 C � MIXo o z O — - , • O O ,�, _ U-rnc. n `� I•I o ti.tictoul IIOR• 20 ''� z o kuz *>oGjO. 2 � �o���- 2 � � N•I'�M�CII�" LV.L. }}� - 'Q �I TR11 N f, r ri �< to r-,rpl i I Ir spa ON _ r 11100 tam COPYRIGHT =03 BY UUJAPO d WLLIAM ALL Y RIGHTS ME60tVM. ALL UNUW16 A W JAMS DES W~ PLAH6 HAVE BMH REGISTERED WTH T►•E UNRED STATM COPYRIGHT I�H N1 2OOV OFFICE.. THIS DRAWNG 16 AN 1WTIKS1Nt E OF SERVICE AND MAY NOT DE ALTER=D, REPRoom=, oormw. OR USED FOR CONSTRUCTION WITFIOYT THE YNtfT7EN PAN PROM WLLIAMB � }PAC F`Lbo� WLLJAM6 DBN404Mq. UNAIRMOIRZED ALTERATIONS OR AgDITIONS of TO TMS DRAWtiG E A VIOLATION OF THE NEW YORK STATE L�' / (lr I(•D� EDUCATION LAW. A#tTWAX 145, 6EG110N TOE. `f►4"E F4.AI b / - COMPLY WTH ALL THE GODEB. P*ov IONIf AND Knwa OF THE ElERGY CONSERVATION CONSTRUCTION CODE OF NM yoptK STATE AS ADOPTS JA.Y 3, 7004.' 00 NOT SCALE yjMM r N DRAUNNGS. THEY MAY NOT EE TO MKACT SCALE, U6E ONLY THE + , aj DIMENSIONS SHOWt OW>'ER AND CONTRACTOR SNAIL, CONSULT ` + , ALL APPUCAMA JULDo" C=M TO INSURE THAT KAI,* AND OVA" CONPORM TO ALL P=~Mff& THBY GkQj. VERIFY ALL DITIENGIONS BEFORE PROC90DOO WTH CONSTRUCTION AND &"U NOTIFY MIJAMB / Wt.t.IAMS DPSIQdtM OF ANY OISCREPAWA* OEFORE WORK IS peroM.W WUJAMS i I WLL•IM" SHALL NOT BE RE"POhMEEj !OR ANY_t i DORIONAL COSTS OR STRUCTURAL MMROM.&s REk&TMlG NROT 1 _ 111 FAKJJM tO PrOU1 OW THESE PLANS AND DETA" PLAN NO. .f1,� ��•� ��� Gllt.0l�t�/ 01 PAGE OF Obi 2D'lo �iN ,ow X�'1'•0" 4.4 1 M u-44 lliA i ?�OGiO 1 11,061C +o" 11% -,,51 M,G1 u.44 Z5,3 i Cltl �,�{" �i'•o" 111 b �,� 4M 1.4.44 &Sail DRAWN BY: hQ Gip CA '�wmy G7'i0" lin- r> C7,1 -�1,44 tfi-hI p �oJ�o, i oItf r2l,o" z3.4cf 11,4 ti.1 �ti,a �•S•�il REVISIONS / DATE: pu tip"X .O" �3,1� - - �101 4 C,A oo"-fQ yU•Ll, Jj 44-44 24.0 o ' t0 �ioh r9�Ia� X 4 tQ a 11'bl ' ll �,t)yy�' 1►'i►�►1yb" ��h btu O :z O 40ITku; ILW0 0 401T. tet. 3�T. tr at. kr- IL o�a 2 I Z � �tV►�lt� 111p 14,00 1,hA(o 1,04 11.4 _ ( o 1 S1 s W p�t�l�nth I t Ly tiio 1a,6 �1,1 b, 1�,�1L 4 t� t 4b %53 4,L4 14.597 1 1 T I J 0 I�gyif�t�r�OR�aK1 ?A'� I��1,q 25.4�0 6,Iti 11,J I �oP �ia►QQ�opN1Nti 151 l 11-9 - Viz` I NN�C't I7•I U* z,140 4.64 11,4 v •to P. � �JOIJ t1�i ��0 2 ti� Iti,tiL Zo 1-4 © G�I T111�E1 �ti ��a x3•+Ir �,z6 j� . o `� , �s I �� CNN EC1F� N g4 _. �1�AQIGG N _ � O — I q ,� o 0 I �t • ,Zl�br y. 4 GUI�PtGiO I 0 1 2/ fyp G�U�h o T•0 5 ! s N tIFUW � u G� ✓ N W nc 0 1l� z 3� � tNT�GONNEc't 0 s hIV101=�� ,24 _ z o � _ LLJ L>,J Z -' CD <' M1f C -' 11Ci�K1 Irc°�ra�o �Q C4 -- 0 o a J O z v o W z �I I IN �o ! ! s W 2 Z� W 50 ---- o LO 4-1 3o�o-ti Q.V.L. �� 1' S• IM .r AL •J 1 c� III "Ito" I•Z�•o" GONYRIGFR®3003 6Y WWAMB A WILUAMS C6GWxPER& ALL RIGmHT& IFSbERVED. ALL WLLIAMS d W 114M 0156102HI B' PLANS HAVE ear+ RarmaTER® WITII ne Mew 6TAn* COPYRkLNT SEAL- Of OMK:F. THIS DRAWNG IS AN MSTRUMM OF GERM CE AND MAY APR .2 2o03 NOT BE ALTERED. ROM DLLCLT , COPI®. OR LL6L:D FOR CONSTRLCTION WfTHO0 TM WMTTM P9iL't"ON FROM wtuAMb. UIUJ&'0 DESIGMM- LIN&ITWOOLZI11DALTERATIO00 OR ACCIT1010 �OF Me& TO T" DRAWNG 16 A VIOLATION OF THE NEW YORK OTATE EDUCATION L.NU, ARTICLE HIS. S cnoN voL 'T►M8E FLANS COMPLY WITH ALL THE CODES. 114MOVINON0, AND INTIINT OF Tim ENERGY CONOWYATION CONSTRIACT10N CODE OF NEW YORK �► STATE A6 ADOPTED ALY 3. 2OM' DO NOT SCALE THESE t II DRAUSNG6. THEY MAY NOT pE TO IXACT SCAB. IJIIE ONLY THE � a V ORMN114" GHMK OWI!'R AND WNTRAGTOR SHALL, WHIM-T .A rW ALL APPLICADLE OM.D1NO CODr TO MiL1RE T1+iAT }rIAND Alr)0 Q DETAIL G CONFORM TO ALL MMU11101111110M THEY SHALL vMRP'Y ALL DMIENSIONG OPORE 10111OC®04 WITH CC MTFtIGTWH WORK \. AND GHALL NOTIFY VALL AMS . VA LI.ATIS CUOMOOF ANY DUMME"ANGES 3MORE WORK to WILLIAMi/ 4 WILLIAMS DESIGM28 SMALL NOT DE RESPONfIMA FCR ANY ADDITIONAL COSTS OR 6TIEJC ILI AL. PROOLV4 RESU.TMG FROM FAILLM TO FOLLOW TILE PLANS AND DETATLA. I 7. F, PLAN NO. PAGE r9 OF DRAWN BY: REVISIONS DATE: 9 LL— w ze0jo � � � ij I{ '�t'x 'x(2"T�� I � i -.�- ,. R � �o �� ; ��'�h'f�L pi P� v UAW o ww "t-too w"o, S11111111114% cb) 10 L+i �- -� Top of 61k6 To t*, a ! ( I 0 =)Ea jw-101 or- IRT"a"Retfw -A i o < 41 Wet) W46 tP - w 'lgtCY- 4OWMr-- ys" 4 I z r oVof-. rr zo � � � � I ) � vow J , CkaW*ALQ <® `!1`0.! COKGI � Tlt,l� c � II I Il I( ( + _u `, cr) 4P ol 0.1-- OF z 0 "PINTION -#)U� OWN" Lu- & "m6 q- 2 11D? Of 1K 10"Wiptolv *cy IF�w LL —J Mom Lu Z ul oz C) 4-40 1, W16 C*W", �—-r z IF H I L tot& .�, p o J�pme 1014 ------------ r Ir ot4ye AQ. 1,pA4;wN FF r r ir A COPYW.W 2003 BY WLUAMO A WLUAM ONOW&V46 ALL OtWjWb RWERVED. ALL UILLIA116 4 UkAJAM6 DE*WxNffft PLANS t � 'r HAVE 0994 REGISTERED UNT14 THE UNITED STATES COPYPUGW #kAL' OFFICE.. TW6 DRAUNGI 16 AN 446TRAIMENT OF SERVICE AND MAY NOT ISE ALTO. WARDROCUM, WPIW, OR USED FOR 22003 "Lf, V� . CONSTPaICTV.,oN UTWMIT TW WRITTEN F4wtMI"oH FROM W&UAt-0 4 WILIJAMS DGbI4&*AS. UNAUTV40ROM ALTIORATIONS 00 ADO(TW>HS TO TI-46 OPLAUNG 16 A VIOLATION OF THE NW YOFK STATE EDUCATION LAW ARTICLE WS socno" maL 'TI-WE PLANS COMPLY UTW ALL THE CODES PROVISIONS AND WENT OF THE 8104GY CONSERVATION C010TWJCTION CODE OF NEW YOOtK STATE AS ADOPTED DULY A 3002* DO NOT SCALE THESE cc DRAWWJ6. THEY MAY NOT BE TO ExACT &CALL. USE ONLY THE uj D(MEN6k" SHOOL CUMN AND CONTRACTOR OKALJ, CONSULT • L11 ALL APMICAMA 5LAUD00 C400 TO 046LIME THAT PLANS AND DETAILS CONFORM TO ALL NOMAMMENT6. THEY SMALL VVWwY ALL DVIENSIONS BEFORE MtOCEEDING WITH Co"TRUCTION WORK AND "ALL NOTIFY ULLIAMS A ULU" 06S*NERS OF ANY 00CMEPANCE06 BU40M WOW 15 Pga"tMW, W.UAM$ A L%-UAMS OESI&4M &0" NOT BE RZOPON59" FOR ANY ADDITIONALC06TO OR 6T1ftJC"AV.AL PRO"-* IUKL'r*Aa FROM FAU04 TIC>PQLIXW TH"E PLANS AND OVA". PLAN NO. PAGE �i Oa OF �fit• ,�I I 2I.0� % DRAWN BY: REVISIONS ! DATE: CONTINUMS RIDGE VENT MAT PAC"RRIM TRL,WM • 24" O.C. 2x(0 RIDGE BOARD 2x(P RAFTFR3 • I6" O.C. 1/2" O.B.B. ROOF BREATHING WITH H-cum 150 FELT 25 YEAR ARCHITECTURAL ROOF SI-IINGI..EB oc U. Flo" w /3 w w ° a ��� 1(Q'�o.c. �t.►�/��x 1Y�11�V,�. ��t� ��D� C:1 °( R•�io It�thV��Tlo�1 MSC �111 l ob tug I R- NU WAM 41Pf) 2x6 enm • 1(0" O.C. low 'VYo" O.B W,41 , BREATHING BUILDING WRAP Iti 4 IQ' o.t.. *VINYL BIDING _ ----- AM CAME MP) LIK�� MF.to y0l�ty 4 "0•G. t'rETAL ORIP EL7CsE 2x6 61�EPAWA ,. be Awr4lt'4 RaeuA _ YI m vvNTw 60pFiT -tlil .......L.. 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OR 1 FOR AFV GON6TIMACT10N wTN=TWF LVttrr W1 PL'Wf'hMl FROM ULUAMO• wwAMe DESIQdEM. UNAUT1I01 l=0 ALTW.ATIONS OR ADcrnow ; E OF NEW TO THIS OPL A1NG IS A VIOLATION OF THE ND0 YORK STAIN jo ®LIGATION LAW ARTICLE W66 socnON vow `twm PLANS. COMPLY U044 ALL T142 C011 PAOVISiONl. AM WENT OF TI-0 TO THE BEST OF KNOWLEDGE, BELIEF, AND STATE CONSERVATION coNSTIlI=wN coca or Nm Yoom A AS ADOPTED .kY !, 7OOZ DO Not OCA{.a T r • OR llll`m s, TFEY MAY NOT w TO w-AGT SCAM. Nsa 010.Y no gl PROFESSIONAL JUDGMENT,, THESE PLANS AND DU'I®N6l SMOwi. OWHM 00 WWRACTOR 04Q.0 CONSULT ► w 64ALL VolALL APFiLK3ApL DYR.DINd CO m TO WS m ""T K v* ANc { �► .,,� t SPECIFICATIONS ARE IN COMPLIANCE WITH THE DETAILS Col VW TO ALL TIlw - ENERGY CONSERVATION CONSTRUCTION CODE OF ALL 01"EN6100'°a'oRa PROceEl w w CONs"wcTlo"WNW AND 00" NOTIFY WJ-1AlIS It WILLIAMS COW000 OF'ANY NEW YORK STATE EFFECTIVE JULY 3, 2003 AND 0 *0wAmm De�o�s WORK IS m wFom•IED. w-uAme . ' WILUAfMs flSSIG SKQ-L Nat W RfOPO14MOLS ROW ANY AMENDMENTS. SEE ACCOMPANYING RES-CHECK. F �°E�XW�Rm .Tow FIIOM -._. .... ...... .. ,,.. _ .. .. -.,.. -- :..... ,_.. x .;- :... ,_ ..r., ,-. w _ :' -: -- ., •, .,,. ...3.: .�' gym,. •., -.. . :. .. _. .. ... .. ,. ._ x ,_ .... _..,'. � , _ .... .. ,. *� .. ...,.,: ,- . , .e. it 1 ^' «�+`,.. ,�- _.v.�! •J '�.. r..>.x�. i� -Y c.. ,. , . .. r .. +,.,. .. .: .. .&.. ,-. .. �. . .ar .,... „ , - • .. ..max.. ,:-. ., .. .. " �,. f, "tYr •`r. ,� r,�a PLM NO. PAGE of Vol DRA" BY: n V CONTINUOUS RIDGE VENT REVISIONS I DATE: MANUFACTURED TR 06M • 24" O.G. hM IF M I�i•0 1/2" O.S.B. ROOF BHFATNING WITH N-Cjft 150 FELT 25 YEAR A)RCHITECTLOI AL ROOF SHtNGLEB t♦ rrr�■�w . IL ' ►(W � (� Ir�8x0�i1 CONT'UIO 6 RCGE VENT 2x 10 tRIDGit BOARD u1�'i l nOhl �7Y 2x tORAFTIM • 160 O.C. 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SILL SEALER to)01%4 4 yr O AI:NOR BOLTS *4' O.G. ? i c cO 9 • 2xro TREATED SILL t SILL SEALER z - GRADE 0,1U .� C. 1/2" ( BOLTS •�F' O.C. tn w W TRICK F'ouREn CONCRETE FOUNDATION _ 3 M/ GRADE WALL GENTEPW ON * UMM x 8"TNICK FOOTW-s WATtBRF°ROOF TO CsI?1>tDE k�W !► UATH 2-NO. 4 to1•o" �tilor 12 allTHICK F'Ot,IRED coNGRt-rE " FOUNDATION wAI.L ON W w10E x 8"THICK ROOTING WITH 2 40 atoll Olt•, 4 e+.�Rs_ccxdT•IT�,iC�t,k�.Wb►t,�5 .w 4" 0 PERFORATW GRAIN PIPE TO M / • DAYLIG�-IT OR L�R`YtJIELL • ' (OPTIONAL) �C >� i to LL o . . �.;,r 4"'T► -1=- GONI. - T� G�t,�Ib r1�t"x44 f.I TfUGK x, IV `V"_/ f" GOPYRKa1iT 0 100D DT WIu w% . mu" ALL RlGW6 REdWRYW. ALL MADAM . WRAJA446 DES' PLJ1146 ���• NAVE 8WH 11111MIST REo WITH THE UNITED sTATO G 1 SEAL: OIfIGE.. TMM DRAWING 0 AN §*?O LL MW OF LrL Wv= AND MAY APR 2 NOT w ALTLW cam. OR � FOR (� 2003 coNs"4=604 0mcm THE Wm"m"Wee om Elwell WIk1.WO 1 YILL talk MS OESWOM ws. LINALRMO M ALTERAT10N6 00 AMMON6 Of NE IV THIS COMBING E A VIOLATION OF TIE NEW YORK STATE ' t�. IV EDUCATION L oWA ARTIGAA W& SECTION IWL ' 4M #LANs C "PL.Y YITW ALL THE LOOM MOV01000. AND WNW OF T1i TO THE . BEST OF KNOWLEDCsE, BELIEF, AND "MY GOowVATIOtt CorI6TIwIJCTION coDE of NWYORic ; STATE ,46 ADOPTED .ABLY 3, IoO!.' DO MOT SCALE TiiE!SE PROFESSIONAL JUDCsMENT, THESE PLANS AND om""s. nEY MAY NOT im TO W"= 6c.". UN OWLLY THE,i w OIPWWONS WOWN. 0~ AND CONTRACTOR SHAid.t COW^LT t SPECIFICATIONS ARE IN C:G)MPLIANCE WITH THE OVA" APIPL.ICAOCK OUL OO CODES To xre M r"T KAN$ AND OVA" WWROM TO A" IUI Wtl1E>'0W& 'MEY OU" VIRIFT' ENERCsY CONSERVATION CONSTRUCTION CODE OF ALL DI` '"pow vm +6Tw ca ""m wows AM GKU.L NO NY TW WRA.* . ILatu.IArlb OMkitEM OF A N YORK STATE EFFECTIVE JULY 3, 2003 AND °" ' •w'"m Wow w mmom- a. mu" 4 t W LLLV* Defte o $HALL MOT LIE Nows01Wau AM :h D;"IENTS. 8E£ ACCOMPANYING RES-CWEC< ADDfflONAL.CMU OR STRU07UNAL F0Iw011MMS 11111sKLW4 MWM �. 1 FAUM To POLUM Tlim M-4*AND OVAiLs. mw wflt IT q.1 �7' M �'�wk �el V li� -"i4lp Ml 1�rf P T PLAN NO. COPYRIGHTlp 2003 BY WILLIAMS 4 W411AM6 0014*42RIL ALL WOWS MWERvED. IM A I AALLAAMO VLAN96 I ft &CAME&" ALL WILLIAMS 4 WILLIAMS MW*00' PLANS WAVE MW REQ.*16TERW WITH THE K4ow %Or#d o4a. tompmo sTRAw somw) I- PROVIDE W110 BRACING AS PER MANUFACTURER'S ARCHITECTURAL TRUSS UNITED STATES COPYRIGHT OFFICE. 2- ROOF- '*4 o4a. (osamm aTmANP somw) OF WiLoe" NLMPW6 NUMBER ANC) sfwiie�_ OF SWEETS ` C.� .S. THIS DRAOING 16 AN W67NUMENT OF GERVICE WALL- VW 0,15.0. (0111111404TUD OTRAND BOAlit OF FAIlTUNUR A" PA6TEMER6 2- t NOMINAL LUMBER AND MAY NOT BE ALTERED, R&WODUCEP, C4pW, OR LOW FOR CON6TPWTION -101ST TO ".L OR NAM,. 3­ BOTTOM CHORD TO HAVE CONTM06 LATERAL BRACING AT A MAXIMUM WITHOUT THE WRITTEN PURM06ION FROM WLLW% 4 WILLWID 066MHOW TO 00 So IRMLAAL �SAIM 3-00 15 A VIOLATION OF FEDERAL COpylbaW L". UNAUTWMIM ALTg"TX** On MQ= b* iaPO20' on VO NAC44 JO*T FACE MAIL 260D INTERVAL OF 10'. BRACES To BE SECURELY ANCHORED INTO SOLID END ADDITIONS TO THIS DR"NCv 16 A VIOLATIM OF TWO N&I YORK &TATf RX4ATION I- ajLW4G WW ATTIC, SPACE.........................128 THICK P30 KRAFT FACED r AWtOck"TA JOWT "b5aft Ww-p X7w FACE NAIL WALL. PAGE LAW, ARTICLE 1,45, SECTION Wt. 2- GLOFW COLWx WITHOUT ATTIC SPACE-"* THICK 000C KRAFT FACED &OLE PLATE ro �,4ift NAIL 160 16, 64. 4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH SIDES OF THESE ORAWIIN" AM NOT TO BE USED ISY ANY EXTERIOR " I .........................................V TWICK lttb KRAFT FAZEDIPOLY Won PLATE OF RIDGE LINE "LED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH PARTY -OTHER THAN THE Oft"NA.. CLMNT, MWAPT Dy WRIVEN ACIUMeW. T TO15=. M NAIL 2-160 - ENDS. 4- PLA)M...............................-.7.........o..o........*5 TWICK R11i KPAPT FA= R-W f5-NXI PLAM ION - 5,- ROOF SHEATHING To HAVE STAGGERED JOISTS AND FASTEN PER NAILING NATURE AND ARE INTENDED TO OTPUATR MINWjUM on", 34" O.C. SCHEDULE. THESE NOTES ARE GENERAL IN NATI NOTIc ALL YAW"Oft DARRIMS (KRAFT OR POLY) TO IM VOTAUJV ON THE POA" I FACE WX ' WINM WARM &M STANDARDS OF CONSTRUCTION. THE PRAWWA *HALL GOVERN OVER TWE NOTES IN DOUK2 TOP NAIL Uw 6- SHEATHING BUNDLES SHALL NOT BE PLACED ON ROOF. A MAXIMUM OF 8 DRAWN BY: ALL MATTERS 4eEcURCAA.LY INDICATW.' TWOS ORAWWA AM FOR ,A 6WAGLE OCR pul-110 ZW-t a P4pCKWm AT MRACED WALL PANELS 3-160 I&W O.C. SHEETS PER 2 TRUSSES DURING CONSTRUCTION. RE61000E. DOUSLE TOP MATO, MWW 4sw b~ oo�_" jows, FACE 71- LAP ALL LATERAL BRACES MINIMUM Y. I- NXW"T ALL FANS YENT6 011RECT4Y To, CuTbm PROVIDE 5 AIR MAIL IN LAP' AREA THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR Pon wam mwaijm CAPACITY 16 to cm. &=K*4 UVW lZ41% OR RAFTERS TO TOP PLATE, TOE CONSTRUCTION METHODS OR TECWN"". OR PROCEDURES, OR FOR THE SAFTy 2- I.C. I AAM REC10100 L4WT6 REGURM IN 0416ULATM CEILINGS. MAIL PRECA=ON6 USED OR REQUIRED IN CONTRACTOR. at WTRACTOR6 OR ANY 3- SMOKE ORINCTIO" 70 09 WIIRW DIRECTLY TO WOUSE 00 VOLT SYSTEM. W 5WT TO TOFli PLATE TOE HAS, REVISIONS DATE: R FAILURE TO CARRY OUT OTTER PERSONS PERFORMING ANY WORK OR " TWEA .0 OPERATION AND KAVS BATTERY Y f6F FCCW, LAP* C4V*gft AND INTERSOCTION6, FACE 2-IOD INTERCONNECTED RN GMUNTSOI 64 O.C. THE WORK IN ACCORDANCE WITH TWC CON6TRUCTIoN pLAN6A;4=�T6. BACK10. M0~ LOCAT%"s NAIL A- OINE ON EVERY LRVJL SIXT-up 14LACOR. Too ARM' W"w 16m &FACIN I& A4.0NG IF THE CONTRACTOR DISCOVER& ANY DEFECTS IN THE C4)t4TRUCTION w ONE IN EVERY lappmm PLANS/DOCUMENTS, HE SHALL PROVIDE WIRITTEN NOTICE OF THAT DEFECT TO THE C- CM MTWN WVIW Id OF A BEDROOM DOOR IN HALLWAY C4NTOUP WEADW TWO FqfM EACH EDGE DESIGNER 60 THAT THE DESIGNER MAY CORMOT 6UCW DEFECT. IF THE + PROYCO CANON MOWXVE DETECTOR ON LOWEST SLENPINGS LEVEL 101100 WVALO" CONTRACTOR FAILS TO DO 60, WE WAI I BOAR ALL C46T6 A"OCIATED UT14 5- CONIRACTOR 4 090F%**&J FOR MION AND mwint nwnoisi OF wAc CAU14 JOI&Y-6 to T46 NAL EACH PROCEEDING CAUSED 15Y SUCH DEFECT. IF TWE CONTRACTOR FN>6 A AFFECT IN AND RACTICAA. &Y&70%6 340 - CONSTRUCTION RESULTING FROM THE WORK OF THE 06OW4M HE &jA" NOTIFY THE (p- ALL WOOO" TO CONFOW To AAmAmWWDA 1OVi.6.2 CONTOAZK* NEASM TO$=I I="L 4-80 - Cm mi jaw, UK - 440T REPAN6. IF THE 1- ALL 10 PVW PARl"%*W FACE "L 3-m - 4w DESIGNER IN WRITING, AND ALLOW THE VEGW�et TIME TO Uld GINCY GdOWN WINDOWS AND BEDROOM W*4XXS MUST mal THE CONTRACTOR DOES NOT NOTIFY THE 066W4M IN WRITING, OR ALLOW FOLLOWINds Gucs L04MCiEp TO PAMAUJL 0101w MeA NAIL 3-M - TIME TO SUGGEST REPAIRS, OR DOES THE MWAJR# NOT IN A- CLEAR OPENIMs OF 5.1 GQAARE FEET Aglove OR FLOW GRADE CONFORMANCE WITH TWE 'W WACW &W AND is six=- jacw NAIL DE61COM& SUGGESTED METHODS, THEN THE CONTRACTOR *HALL BEAR ALL COSTS W CA FAR OPEN04 OF 5.0 SQUARE FEET AT 4ftApE tW-K. 2­&D AMOCIATM WITH SUCH DEFECT. C- MINIMUM NOGW OF 240 rw 0-8400*4 Rum NAIL 2400 0- M0~ WIpTw 019 30, rxaq 614"TwW6 TO "0141 Ka NAIL THE CONTRACTOR 6 RESPONSIBLE FOR SAFE CONDITIONS AT TWE JOB SITE AND 0- &AFTY GLAZING Oft 7MMiRM CA.A66 To BE PROVIDED AT: W1112m ?WAN SWMTW*4 TO NACW IMEARM PACE NOILL THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR To COMPLETION OF THE A- EX"M AIWA OF AN NDWVJAL PANE GREATER THAN s 6aLAptE KOZO BaRm- N-06 VERTICAL AND LATERAL LOADS byoT". ALL WORK *HALL Mg rjoNg IN fm W&T-UP GODIM AA WAHS, 24 LUMOM LAYERS 00 "L OACH LAYM W 150"OH U)" LE66 THAN 16* ASOVE FLOOR AS PUPAW Se COMPLIANCE WITH NEW YORK STATE COOM AND LOCAL COM AND O=%4NCE&. 0-ro.AT?00 AND VERIFY ALL DIMENSIONS PRIOR TO WWTIOK C- OM OR HOW WAWJNG 6kWFAC66 16 WITHIN 34" HORIZONTALLY OF 11110"Orl TIE GLAZ64 STA4GIFIM. FOR ADDITIONS AND/Oft R04OVATION6 THE WU:>M AND/OR GENERAL 0- TAW MISS GRIATIOR AMOVE FLOOR NA4A At 914106 AND AT KAGW LIC4JARDIMIL FIELD VERIFY ALL PREExisnwx 6TRucTuAL CONDITIONS 4 1- PROVIDE A 3'x3' MINIMUM LANDING EACH CONTRACTOR SHALL F W G4AZWv A0JO000 *TAJO WaWN *W OF DOTTOM TREAD SIDE OF AN EXTERIOR DOOR. 0 LOCATED ON BEGINNING CONSTRUCTION. AT EACH EXCEPTION- WHERE A STAIRWAY OF TWO OR FEWER RISERS 15 LOr U. DEMINSIONS PRIOR To ORDERING MATERIAL I DEC PROVIDE A 3&xV AT= A=M IN A HALLWAY OR A READILY ACCE664SLE PLANKS APWbk NOT IN A OTANDA11110 CLOW. BEARING THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A 10- PROVIDE AN W44' CRAM SPAN ACC ROOF RAPTM To m cl RIDGE'S, VALLEY OR HIP RAFTERS: LANDING 15 NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. uj 4- PROVIDE WS* TYPE PE X PIRZ C41M GYPSUM BOARD ON GARAGE CEUNG, TOE NAIL 7 BEAK AND GANA" SIVE OP W" COMM TO WOU04 AND GiARAGE. FACE NAIL 4-A0 2- STAIR REQUIREMENTS: X Pft RATW r 346D s. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 30" IN HEIGHT, PROV" le IT Ayp&j4 BOARD ON HOUSE MX4 OF WALL RAPIlft TIES TO FACE "L 3-W b. ALL STAIRWAYS MINIMUM 36' IN WIDTH. COMM TO wam Aw &Q%"& WOOD $11144WRAL PANAL6, VANWO11114 ROOF AND WALL 6wwwm, To FRAMING, c. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. 12- PROVOR % WIMP FIRIE RAM OCXM AND 4AM" WITW AUTOMATIC CLO6014 AND PA*TrAjmoAiw WALL ammmm Luuj d. MINIMUM HEADROOM CLEARANCE OF 6'-Sm FOR ALL STAIRWAYS. BETWINN WCK" AND GAVA" WALL 3- HANDRAIL REQUIREMENTS: IS- **TALL ZERO CLXAJtANM PIRM.ACS& AND TION PONT Foot 80-ROOF a. REQUIRED ON ALL STAIRS OF 2 OR MORE RISERS. PLLlElCWMNEY ACCORM4 To MAMPACMWIM OPSOWCATIOW. 12f b. REQIURED ON BOTH SIDES IF OPEN RISER. W MAWAAN A MMMM OF On OWTAWg grh=N $V#4& AND RHOWED GRADE. I vsl�-1 It MUST BE BETWEEN 34" AND 38" IN HEIGHT. 12 EQUISIDATIONS 15- ALL DRAM. VOM, AND GWIPLY PlPIN4-& MUST BE TOM TO TIE FOLLOWING d. MUST TERMINATE AT WALLS OR NEWEL POST. I- FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL A MINIMUM OF 488 BELOW MUST BE CONTINUOUS FROM BOTTOM STEP TO TOP STEP. GRADE. ASSUMED 601L BEARING LOAD 16 2000 P6F.ftPP_%Sv%L) Ar WATER WEAD TUT W ABOVE W144~ GONNgCWN 4- GUARDRAIL RECUIREMENT& 2- MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE I VERTICAL TO 2 w b " FOR 0 IlwTw mcollimm OF W&M4 OF SPACING OF FA6TENIft a. REQUIRED ON STAIRS, LANDINGS, PORCHES, DECKS, OR RAISED FLOOR HORIZONTAL. 16- 114EATWs =TO 6"A. W 45CLSM AND GRAM IN WITH THE MAIM" FA&TIMP IoAA &INCA-Wh INTOWORDIA111 6UFrOftT& SURFACES MORE T)4AN 30" ABOVE OR BELOW GRADE. 3- BACKFILLING Of: FOUNDATION WALLS SHALL NOT BE FOR 28 DAYS, OR NEW YORK STATE 040fty C40M b. MINIMUM HEIGHT AT STAIRS 34". BEFORE FLOOR SYSTEM 16 IN PLACE AND WALL STABILIZED, M COMMOTION AAR FINGISMINTOl F TWOU 16 NO COPOWTION AIR SUPPLIED It GYPSUM BOARD, g 1 16 GALVANIZED 4 c. NO MORE THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS. TO Co" APPL"?Cft. 10TALL61t K*T CvRTN9Y BAAVqW on ROOM WAS ROOFWm NAA_ 60 d. NO MORE THAN 6" OPENING ON STAIRS WHERE RISER, TREAD, AND cQNasem PWVM AMMW Of C4""TM AAIt PM C=9 AT FINAL DNIPWTIOWL C4)MMON NA Lis 1 16 BOTTOM RAIL MEET, I- CONCRETE STRENGTH TO BE AS FOLLOWS: 0- GARAM CONCIRVE 0"A MAT W GLOFW TOWAF" OVO04RAD CK)M OR ocnw^ TYPE w GUARDS CAN NOT CONSIST OF HORIZONTAL RAILS OR ANY GARAGE 6LA196 AND PORCHES, STEPS, AND WALKS: 3bOO P61 A GARAGE 00" MOT W PW*Vg= AMD DRAIN To DAyLWff4)RyWSLL. OR & DECORATIVE/ORNAMENTAL PATTERN THAT CREATES A LADDER VERTICAL CONCRETE EXPOSED TO WEATHER. 3000 PSF " 4 WATER GWE UNOMAYMW REMIMM FROM SAYWO Z>Gl A M"MUM 5/6 GYF4W ISOARP, 4 EFFECT. PROVIDE AIR ENTRAINMENT OF rp-l% OF VOLUME. OF 34' **M TWE RXTWWM %W" UNff OF T44 mWLpftk MEASURED IWOM NALs So SLUMP TO BE NO MORE THAN 4* NOR LESS THAN 2". HORIZOWALLY. CCtg%" NALA W& 20-uwm-m lb"A. 86 PROPVC)ED TO CUT OW AL4. C4NC5AJ-In DRAFT CONCREDE -enNa gjTEEL Opp~ (vornCAL AM HOOZOWAIJ AND TO FORM AN WFECTW PRE OlR * I- REDAR SHALL CONFORM TO A.S.T.M. GRADE 40. WELDED WIRE FABRIC MESH IMARINION 111671114fiN STC*K AtV WTWM A TOP STORY AND TIoa ROOF; 617416ICTURAL PANELS. gemt!Amm SUMFLOOR UNDERLAYMENT TO FRAMING SHALL CONFORM TO A.b.T.M. A165. &P P�__-0 OWL 69 PPIOY9= IN 0000-PRAME CONSTOXT" NAIL 6 1 2- It" DIAMETER x 10' ANCHOR BOLTS * 4' O.C. IN TW FOUAM40 LO"TW& MOW 12 or% so Eam-90-0 NAAL 6 12 3- A-, BAR VERTICALLY * 4' O.C. A- IN CA*rA"- SPACA* OF 67W ALA" AND PAPtTffkX* DiCLuomm -I W-1 i4a m WAL 12 • FLOOR SPACES. I m FURMW SPAZW AT THE CMLM AND P C-ObCalIMM EOLWIDAMMA-10" WORIZOWAL PAUM 6PACIM 614ALL AL&O me LOCKED AT ALL NAIL& ARS SMQ0TW-C4X"QK SOX EXC41PT WWOU OTHERWISE STATED. I- DAMPPROOFING. A6PWALT/TAR TYPE COATING WTURYALS NOT NX00)NO kY. mAT% on OLA114CM OF P041RAL OF MASS OW PON 1011111101110a AWD GWFATWWv CONNECTIONS 6WALL HAVE A (49 44A" F40ft 6WA" W ALLOWW. A# POM IN WALLIS AystA" 0&4DfNa YZLP AS FOLL011ill6a 60 K& ACIR to WATERPROOFING: RIANWRACE AND WATER SHIELD TYPE LOCIllaft CONS"PLIC180 U604 IDANAU.& OF Illim OR G"W 0IA!lWW CP 0 IW (214M COMMON NAL) 10" FOR &4AW IDIAMETERS P 6716194. LAmcAA TwAw o.W off NOT LAmam TmAm o rrr, AND I= Ks FOR amAw -MIME= DRAINS I- 4m DIAMETERPERFORATED PIPE WITH FILTER FABRIC TO DAYLIGHT, DRYWELL. W AT ALL WjWtCOHH&CTl" ggTWM C4N=AIJD YERTICAL AND IDLAMWfM6 OF ame On LESS. WOR94WAL &P NALS SHALL NOT IN PLACM MOM TWAN 6m O.C. AT ALL &JP T6 W14M 3:U) ,ACn SUOW A& OCCM AT 601111M, DROP CWWA U) OR SUMP PUMP AS SOIL CONDITIONS AND SITE DICTATE. AND COV* Cft*4a& SPANS APA 4&m 00 GOWATOL c- 4'xW 00 4W SW"IM APIDLISID vVIRTICALY. w T EXTERIQ8 CWRADE C- IN ON=- - IM-1-10 GIRACIM METUMN &TAW OTRWAR6 AT THE TOP AND d- SPACS46 OF FAM11111111111:6 .14110T WAJJOW IN TWO TABLE GWA4L BE BASED ON z I- GRADE SHALL DROP 6" IN FIRST 10' RUN FROM ALL SIDES OF HOUSE INOTTO" OF THE RUN. 51114CLOND SPACES UNDER STAIRS SMALL TABLE PWW;ll IIJ. loom �D U.r. c4mmy WaN 611mm p3ma. w FOR 0111100M KAYING BASIC WIND GF41ED OF 110 MPH OR CuREATem, So LLJ 0- AT OF4MG AJ40UW VENTS, PO4* AND DUCT6 AT CAMJWx AND IDEF011101M NA" 64ALL IN LOW TO ATtA04ING PLYWOOD &Tf%r_TI.IRAL PANEL 9 q� FLOOR LEVEL. TO Rl"T THE PA46A49 OF FLAME AND ROOF swwwwa To PmArwa wmW mmmum 4W owrmm FROM GABLE END U- LUMBER GRADES 15 AS FOLLOWS: WALLS,S. F MEAN MOM NOWIT 0 14M THAN 21V,UP TO 35' MAXNIUM. MOM" OF C4PIMTM u_ (3 Z I- MERLINS, BEAMS, AND STRINGERS.........02 SPF OR BETTER 15- I = TWE OF Cb&*MYG AND FIREPLACES. WE SECTION r- FOR 1411110010104 WAYING A BASIC UND OPIM 019 100 MP04 OR LESS NAILS FOR w 2- JOISTS AND RAFTERS..............................02 SPF OR BETTER ATTACPjft WOW &TI111111=1RAL PANIC. ROOF OWBATWING TO GABLE END WALL U) 3- STUDS........................................................02 6PF 9R BETTERRtC�OLIIf PRAmms v4ALL im spAcm W oN cocriER. wwEN &Am wm SPEED is w 9�t CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA z 4- BLOCKING AND BRIDGING......................02 SPF OR BETTER FBI-mi- OF CoOOD41CM OF A TWO FAMILY PWWAjNCm 16 M§QAV.ED GREATM THAN 00 MPK NAM " ATTACNIING PANEL ROOF SHEATHING TO z AT TWIF L" OF PAULLM MT IMPARATM INI ICYATIE SUMVIV& SHALL BE SPACMID 68 O.C. FOR MINIMUM 40' kD 5- PLATES, SILLS CONTACTING CONCRETE......PRE66URE TREATED SPF DISTANCE PROM ROOM EAV19L AND GASLIEND WALLS, AN& 4m ON COMM TO GROUND WIND SEISMIC WINTER ICE SHIELD FLOOD U) OR BETTER w GAA" 00 WALL PRAMIN& SNOW SPEED DESIGN SUBJECT TO DECAY FROM: " DESIGN UNDERLAYMENT HAZARD (2- POSTS AND BEAMS.................................02 SPF OR BETTER IA i GE e- GYPSM *"?WNCb 04AU CONFORM TO A63H C IS AND 61,4ALL BE INSTALLED i LOAD (MPH) CATEGORY TEMP. REQUIRED I- 2x(p T#G DECKING.....................................DECKING GRADE IN 4CCOPM)AWA WITH 2W BOARD GHEAT141W* SMALL CZW-ORM TO 8- ALL JOISTS FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NOT AbTM 0 3M IL.E _w"?-amoo owl MN"Tl OWAT 24" INSIDE ALL BEARING ON) SHALL BE SUPPORTED BY 6IMP60N U TYPE HANGERS OR h- 6PACJWm ON FLOOR GMATWNIS PAWL FUDGES APPLIES TO PANEL EX" PSUICTION EQUAL. ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRUSS TO TOP SUPPORTED MY PRAMM 0 1 RIIAND AT ALL FLOOR PERIMETERS ONLY. -5 EXTERIOR NO RAFTM6 HAYING GLQ9% GROATER THAN U2 WITH NO L/100 SPAGIN02 OF "ATOMM ON RDIM GWRATWING PANEL EDGES APPLIES To ik PLATES AT OUTSIDE WALLS WITH SIMPSON A OR W2.5 TIES. POCONAlt 48" WALLS I FINN44M C4MjN* ATTAAW TO RAPTERS PANEL B)dft MADPOWW BY PRA"ING MOMERS AND AT ALL ROOF PLANE 5- ALL ISOLTWEADS BEARING ON WOOD, TO BE PROVIDED WITH STANDARD CUT mmm WM6-7Ac-FA�*M%** 141180 P111IRWIETEPW 01.00CIN135 OF ROOF OR FLOOR SHEATHING PANEL EDGES WASHERS, FLO� WE pDwT_w_N_v L/360 PERPENDKUA.Alt TO THE PRAMING ?IWIDMG GWALL NOT BE REGUIRED EXCEPT !16. jL 10- HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 2-2xI0 UNLESS ALL 0714W.MOM w F 6;m L/240 AT INTERSECTICIN OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER UNT14 THE RESIDENTIAL CODE OF TIE STATE OF: NEW YORK R301.2.3, BUILDING IN OTHERWISE NOTED. EXTOtM WALLS WM PLAMIR On wn-mo F114" &WALL IN SUPPORTED BY PRAMINd 14111MOM OR SOLID BLOCKING. REGIONG WITW GRIOUND SNOW LOAM GREATER THAN 10 P6F 6WALL BE DESIGNED IN ACCORDANCE 11- ALL INTERIOR WALLS TO BE 2x4 * 16" O.C. UNLE66 OTHERWISE NOTED. NM FIFO i WITH ACCEPTED PrANNEERING PRACTICE AND AC6E 1-02 (AMERICAN SOCIETY OF CIVIL ENGINEERS 12- PROVIDE SOLID BLOCKING OR STUDDING BELOW ALL BEAMS, POST LOADS 0;"WN marms Lmo IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT. Damon WALL64we am PLaxw" P11146WES L/120 13- HOLD ALL FRAMING MEMBERS 60 CLEAR OF EITHER SIDE OF WASTE DRAINS AT TUB, SHOWER, AND TOILET. WA 14- DOUBLE J016T5 OR SOLID BLOCKING UNDER ALL PARALLEL WALLS AND BATHTUBS. IMP" BLOCKING: V O.C. ON BEARING WALLS 324 O.C. ON NON-BEAR04G WALLS To 5-6 ize O.E. 15- NOTCHING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING WALLS: O.G.Zz. • A- LOAD BEARING WALLS OUT MORE THAN box MUST BE SECURED BY A METAL TIE .054, THICK By 14 WIDE WITH (0) 2XI2 • 24w O.C. �4' �4' r �4 160 NAILS EACH SIDE EXCEPT FOR EXTERIOR WALLS Mimm" Wx3o' COVERED WITH SHEATHING. k2am LUM12M GWOWER 5- GREATER THAN 11 HOLES REQUIRE DOUBLE JOISTS. C- NO HOLES WITHIN 5/81 OF EDGE OF STUD. un LIVE LOAD Ld x 0- NOTCHES NO MORE THAN 3514 OF STUD DEPTH. MM40 Fw�W 60 3r MOW QJLAXAW�lllI&- DOUBLE JACKS STUDS AT EACH SIDE OF OPENING GREATER THAN 6. 40 "TIM LAvATOPM SEAL: ]I- PROVIDE SOLID BLOCKING/BRIDGING OR CROSS BRACING BETWEEN JOISTS i VW41CLE &4#tACbZ6 50 AA AT ALL JOIST M106PAN6. Al'� "T'l4m STORAGE 18- ALL CANTILEVVERS TO BE A 3:1 RATIO. 3x SUPPORTED, Ix UNSUPPORTED 10 20 SiGii 40 30 40 % Ei El: I E: I