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HomeMy WebLinkAboutBuilding Application 1997-12-15 II "" ii{ MIN.r- !I ]1 3 i~ 0 In I; C>f C1) . ll) ~r -- , :, I II I i I I , I' I' " Ii "( 'i I II I " :1 II , I I II I Ii I, , 'I II " 'I I, I, I, I I PROVIDE 112" DIAME~ER ANCHOR BOL TS EMBEDDED AT LEAST 1" iNTO CONCRETE, I:''' INTO t-"AS01'-.RI AT 4'-"''' OIC n PiCAL EXCEPT AT SHEAR LJALLS UJI--lE-RE SPACiNGs SHALL BE PER SHEARWALL SCHEDULE PRO/IDE AT LEAST TWO (2) BOLTS PER P'ECE OF PLATE OR SILL AND WITHiN '2" OF EACH END 2&'-8" '( , 1 I ( I I 4'_,311 11'-2 1/2" ( '( 4'_0" E Al 24"~24"Xl0" THICK 'f:. I FOOTiNGs WI (3)-"4 ! REBAR-EACH WA, v - I I- I I ~ :~ " ~ (0...... ',,",,,\ 1&" I c~ ~ / 4'" ~ " 4" FLAT: SLOPED /- ,:( (( ) CD1 ' 1 : I 4" CONCRETE 3 I' ,SLAB WI "3 RE- BAR AT 18" O/C ON GRAvEL BASE I, I S8~.S8"0"W -- 41S6' \,-- .... I ;fi ~I ... ' ~' ~ - ""i' LINE OF 10'-0"\ REAR YARD I SETBACK I t\l LINE OF EXISTING FENCE CONC SLAB , I QI - , -' , C ( CONTROL JOiNT ! '!- 't - - ~/ - - '~ . ---=> ~ , 24"~24"X'0" THICK FOOTING WI (3)-"4 REBAR-EACH WA, ( EXIST,NGs GATE I I I == I , t\l i I I I I -i.. , v GA~AGS (.~OOliION ,,8, f EB - ( ~ EX'ST,NG GRAVEL CRIVEWAY '. .. boO ?+' - ~ 0' H ~ , 1PI'J 'OVe ) , 1~ '.<IC r;.'>'L Y FO '-- - ( ;)Rt'A, i? '?~, ~I (NGF/;'CE,y,.;iH-<-VnJL AC ~ P~YEl04Rr:rtE 16 SSOR"'I-ff__ , - PNof~"1 .s;o OF 'iI, hl' EXISTING , ", l~ h. , COVERED ~ PORCH \l D ~ -' ? Q ~~~ ~ ~ ll\i 'l UI-' EXISTING 'A GATE , 'J. I "3 CONCRETE STRENGHT AT 28 PA,S SHALL BE AS FOLLOliJS FOOTIN6S f'c . <SOO PSI iNTEF<NAL SLABS I NOT GARAGE) f'c . 2S00 PSI GARAGE SLAB f'c . 3S00 PSI FOUND.- -' ,ON WALLS f c . 3000 PSI AIR E1'.TR' 'I FO.-NCATION WALLS :'''.-1% t~~~ ~ REMOVE PORTION OF EXISTING I-1OUSE 13',4" V / I I / I I " I I I FOUNOATION NOise: 14'-2" " 8'-2/1 " =XleilNG ~oues I i \ LINE OF ,y r~EXISTING , F'='N,-F \~ . I 2 PROVIDE '1 REBAR DOWELS VERTICAL iN FOOTINGS AT 24" OIC PROVIDE FRES6\..RE PRESERVATIVE TREATED IPT) LUMBER uJI-lERE WOOD FRAMiNGs is 1'< CONTACT WITH CONCRETE MASONRY OR EARTH ) I( I , I I I I L.1l'<E Uf' EXISTING I--JOJ-SE 3 I - -, i ENTRY :~ I , , \ 4 \ \ LIl'<E OF :"-0" '( SIDE lARD SETBACK LINE OF 10'-0" FRONT YARD SETBACK LINE OF 10'-0" I FRONT lARD ), SETBACK \ , , \ GSNS~Al. NOiEe: :, f.1ANGERS AND METAL CONl'<ECTORS SHALL BE SIMPSON STRONG-T'E OR AF'PROVED v S641' N8~oS8'0"E (MAP T AX LOT 11-03 - 3:; - 23) 2000 c-RAWINGsS REF'RESE:NT Ti--JE DESIRED RESULT OF CONSTRUCTION THE l""ETHODS OF CONSTR\.ICTION AND THE RISKS INVOLvED DURING CONSTRJCTION ARE THE RESPONS,BILITY OF THE CONTRACTOR THE CONTRACTOR Sf.1ALL MAINTAiN THE BUILDING S STRUCTURAL INTEGRIT'r' AT ALL STAGES OF EXIST,NG :"-0" (~@$~ 12/~3/r? ) CONSTRUCTION PUBLIC SIDEWALK ~ -, ... 0, _ .. -}"---I ~ ~ ~7 < nr1/~~A PRIOR TO STARTING CONSTRUCTION THE GENERAL ;.; .A'..;';'..;..",,,pI~ "~_. _ Jm,), ,JO.J :J,'\:7.J l L~/...< CONTRACTOR Si--JALL BE RESPONSiBLE TO VERIF, THAT ! ~'ll!___.______., _ _O::\"'::",,~"~'Y_ :-c.~"'~_ _ __,", _~~ t~ ALL REQUIRED PERMITS AND APFROvALS HA'/E BEEN , ~I'~ Qc.Cli?...("Y '-01>.1> [,1 OBTAINED NO CONSTRUCTION OR FABRICATION OF :1 ~-,----- ---'-- -, -.. '.- - -------"1, ANY ITEM SHALL BEGIN UNTIL CONTRACTOR HAS } 2"~1~ _ _~~.!' ~k:r_.__ J, RECIEVED ALL PLANS AND ANY OTHER DOCUMENT MION .1 NI..>>.. OJOOB'Pl1<.1f1 I "7""~ h ~ z:3, of"),o? ~ ~, FROM ALL OF T~E PERMITTING AND ANY OTHER ...;-.. ..fi ---,---~---~~ --'~I,. REGULATORY AUTHORITIES FAILURE TO FOLLOW I EXISTING CURB : (~-._ 4-~_i..Y/, E.. -5..~r J:i! THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO AND GUTTER ), 'il'&ajQ ~A.I-r- ~<:!..~-r- I~ ASSUME AJLL RESPONSIBILITY FOR ANY SUBSEQUE"'T I -~-~ l-~~~l~~"'---f'-'/-. U MODIFICATION OF WORK MANDATED B, AN, , 'l'l"l', '>:10.1'_ ""JaG .. liIA'l/II <tlMO mMllWtG), 1i/l1\l 11 REGULATORY AUTHORiTY 0.1 it!!! ~L.AN ' i.'\t.t'-'::::_t'V~Jt'li '..I..I:CAt"'!D IN ~o "'!lICI!... ~iANtJdI ,. .., Iii" \ ~;;;..~~~"":tl= OI-~~,,~SLO" ~AU. "! ~ THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND . ), ELEVATIONS PRIOR TO COMMENCEMENT OF WORK .'~. ,,\,_,C.,-,~_~. _~"O, F' s. ?2,-pl~__:__F,IE:LD. OR!::GON ,1 DISCREPANCiES IN DIMENSIOS uJI-llCH MAY BE FOUND r"'''' .;v- !-7.1'S,~',SHALL BE BROJGHT TO THE ARCHITECTS ATTENTION 1&11' . FOR HIS DECISION BEFORE PROCEEDING WITH WORK IN THE AFFECTED AREA CONTRACTORS SHALL FOLLOW SIZES IN THE CONSTRUCTION DOCUMENTS OR FIGURES ON THE DRAWINGS IN PREFERENCE TO SCALE MEASUREMENTS FOLLOW DETAIL DRAWINGS IN PREFERENCE TO GENERAL DRAWINGsS PLANTING STRIP MLhH'U~ SETS,Ci,S - COR.'1ER LOTS All measurements are from ProDerty Llnes -ftont Jald to house 10 feet -Front lard to Garage 18 feet -Stlee~ S~ae yard to Hse/Gar 10 feet -Real ,ald to house or Garage 10 feet 1/81! . 1'-0" NORTH ~ P U E MAY CHANGE SErSACKS 4 waeT IS' eiF<ESi 11'-2 1/2" / j 4011)t3611)(411 / CONC SLAB I EB 3'~4"""'" / / 2'~8" / t'U ~~ boO ,<- ~ , I "" 'i "J ~ '''' '1 L / ,-, /W r: e ~ ~,. ~ '1 / , , /11. if' l. , . , '" ~ ' 01 I , 8" THICK x 32" HIGH CONC BLOCK STEM WALL ON,O" THICK xl&" WIDE FOOT NG '" - " \' 't<s <..\ " 8" THICK x 32" f-jIGH CONC BLOCK STEM WALL ON'O" THICK xl&" WIDE FOOTING '" Q , , Q c SLOPE \/81' 'FT THICKEN ) SLAB EDGE ) +''U~~ bop 33"x33"XI0' TH'CK FOOTING W/ (3)-"4 REBAR-EACH WAY c . , _J ~ '1 L ....- ~~ ILlL ~' - I I 0' , ' '" ~. , , v \- 't<s 10, , '" " 13 -4" / FOUNOA i ION ~L.AN 1/4" = 1'_011 NORTH ~ S WHERE IT 'S OBVIOUS THAT A CRAWING ILLUSTRATES ONL Y A PART OF A Gi /EN L:)QRK OR A NUMBER OF ITEt""S THE REMAINDER SHALL BE DEEt-"ED REPETITIVE AND SO CONSTRUCTED ALL CONTRACTOR PROPOSED SUBSTITUTIONS SHALL BE APPRO'/ED BY THE ARCHITECT PRIOR TO COMMENCING ANY FERTINENT WORK CONTRACTOR Si-IALL BE RESPONSiBLE FOR COORDINATION OF ALL TRADES ''<CLUD,NG Ti--lOSE ITEMS 6\..PPLiED ey THE Ou.lo<ER DIMENSIONS SHOU.N ON THE PLAl'<S ARE TO THE FACE OF THE STUDS OR COLUMNS UNLESS NOTED OTHERWISE CONSTRUCTION SHALL COMPLY WITH THE STATE OF OREGON 1~'3& EDITION ONE AND Tll!O FAMIL Y DWELLING SPECIAL TY CODE SITE DRAINAGE THE SITE SHALL BE GRADED SO AS TO DRAIN SL.RFACE WATER AWAY fROM FO...NDATION WALLS iO 1 8 ~ '0 II FOUNDATION PERIMETER DRAINS SHALL DAYLIGHT AT UNIMPROVED WATER STREET ROOF CRAINAGE DISCHARGE ALL ROOF CRAINAGE TO THE GROUND SLRFACE AT LEAST :,'-"''' FROM Fou."JDATION WALLS 12 ,~:~J.D ft.?, " f. ~ <':",1 "" , ~'" .. .,~ ;1, , I " "- I ","" T" 'I I" ~ I'~ 'ri") ,.,/?:W'"'' \~""~~ c-. ,~.:;::: , . tl ~~ltIL'\[ (f'.[':( N ~." .~... <: "'58'1 r ~' "l' <' " l' Il'; \\ \(, t- 1/1 12:?t>r-; Robert W. Haase architect 1164 van bur en eugene. oregon 97402 484-6528 Client. Robert Fassett " 1289 East 28th Eugene. Oregon 97403 Revised ~ :8 '~ > cP S ~ g +=l {1 c 8 u. -0 fa fa a: <J) - (i) ....z willO zfficcffi ~gti~ BOOru - aw-g <(cc""w wl=f3ffi ~UJ3:z <(00 _ ccOO-vcc <(<(00. ~"",,(\I(f.) - Daleo Orin by. Orl-mg . Revised< ", SEPT 1~~1 606 R-SITI~ 20 DEe ,~';\, Sheeto I OF ~ CopY1Vlt 1997 Robert W. Hal$&, Archll~