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HomeMy WebLinkAboutPermit Building 2003-11-13 ka en gin e er I n 9 geotechnical/ri\fil engineering Eugene, OR 97440 5416849399 5416849358 fax , 'lroject 3433 Ambleside Dr. Client River Vallev Builders. Inc. Job No: 149.03 Date: 11-10-03 Sheet 3 3 , , CONTINOUS BLOCKING AND CS16 STRAPPING NAIL SlRAPPING OVER BLOCKING AND PLAlES AT OPENINGS EXTEND ALL LENGTH OF SHEARWALL I ~~ /rU :~ -j' \ I I' I' / '~[CI ~~ --- "- '" SHEATH WALL AS '-- SPECIAED ON SHEARWALL SCHEDUU END STUDS WITH EDGE THICKNESS SPECIAED \ ON SHEARWALL SCHEDULE \ HOLDOWNS AND ANCHORS SPECIFIED ON '; . _ SHEARWALL SCHEDULE I - \ SILL PLAlEATTACHEO TO FLOOR OR FOUNDATION AS SPECIAED ON SHEARWALL SCHEDULE 8 ~;R~~~ATED SHEARWALL FRAMING DETAIL ,,;::10 ~J ,~~ , /7'i?l/c, / .~ """ ~."~~~ ,,~~~~- , 9~21' M~!, p1\ r "I g FdX '/)(II'~) 7~T' )1 T-()" , -- '52 ~,,-, \ :c I- '" o CJ '-~ ~- - / .- .- ,y' .. ! ./ r , "7 ~ ('0. 0J .,----\ ~ 1/5:'1'3 ...~! I Q-- p">i '7!>: 9 / / ..:y I ~__'v 3C: /' 30q/~ - /' A.j ,< P /.!f ./ '1- ", I'" 1,od /#" <:I " ',if- ,'2:1 / ,,52 J' \ _/ ~l " /' CD cQ C'0 .,-; / ~ / ,/ / .-/ / f/ / ~ ~ ~ ~ -< ~ 0,-5 C/J;u.3 on~ UJO:~5ovi ~ ~"E~~ r-oCl ~o.l:; ~ W "'0 <U c_ ~ ~ IJ.) 1-. "0 ilJ ~..........c: c: .... ?J ~ ~ ~ 9 (;3 +a L.g~uc(!J .........., V <:IJ- Ul1 ~ .9 en 8 ~ W 1-0 d.J cl) ~ ,,^~<E] ~..2 "1< ~uo..~ -f y- r:' .'; n- ~ .. / C ~ " I ~ ) / v / / / / ,/// .-_// ., _/!./~ c.-) "/ /./ ../ j/ / / ~/ ,/ .- --= ---=== / ,/ r / - 92J.00'~b:;~<~IA~ Uti f/ - .,.. - ..1' I: __l:: 16 ;; ~ _: ' 1'" h . 'f<6'U~!Jf"~ffj;J 'LOT 147 Amblestd~t)~\k~'~ws~~ t('~J 3433 A bl - d ~~~~t-l-- u c: - r>~"- m _ e S 1 e ~k=1-k,~~: ::-{ ~C .- i"""E~5_':'b~~~"\' ~~~ __ MINIMUM SETBACKS - INTERIOR LOTS '::':'~'':;::;L~ -._-~'- All measurements are from Property Lines .....,..[" cni.-I-::";'';'"..... . I -Front yard to House 10 feet -Front yard to Garage 18 froet -Side yard to House or Garage -Rear yard to House or Garage 5 feet 10 feet ;.. ,.-,-) ',vITL.! :,1.: -::~_ .,- C"",'-: ,'_ '_ _'--1 \ 1"1;';: t::.'ES {)~. "."'-_c:'\'~'01"': 'I) ,:, I \ 11-;.-; OR F.:; -,.J'_:' t c\F'I~;::; -.:.::;' '2:0 8"1 T:-IE ::~~~I:)~~~ ~~~'l '(~:' _'c.' ,::', (),',:::G'J:~ ~ .~.'.P"--"'Ic:.'?_!'!.'L '/ D'Tr:/~ .. " ,/- , P.U_E MAY CHANGE SETBACKS geotechnicaVrivil engineering Eugene, OR 97440 541 6849399 5416849358 fax , k-a en gin e e r i n g Oroject: 3433 Ambleside Dr. Client River Vallev Builders. Inc. Job No: 149.03 Date: 11-10-03 Sheet: 1 of 3 , /-FLOORJOISTS SECURE EACH JOIST TO TR. 2X8 SILL PLATE USING 2 . SIMPSON A35 FRAMING ANGLES 1/2' X 10' J-BOLTS .. / SPACE 24' O.C. .1,- L 11:.'.'III:,.:lll,I.,.III~II<IIII,IIII....~fll. 12' NATIVE SOILS OVER SELECT ALL SLOPE AWAY FROM WALL #5 @ 8' O.C. NITH 12" HOOK INTO TOE OFFOOTlNG \ . 18' MIN. LAP #4@9"0.C_ . 15'MIN.LAP~ \, , . ORIGINAL GROUND I~i'> '" ~ 3'- :":-:--:_'__ ::::::::_--: :_::: -::: :::--- II #4@24'0.C.__8'- , ..,..- ---'- - - - - ----- ---- '- - I r _____ --- --, -- - -- -, ----- - - --- --- ----- _ SELECTGRANUlARBACKALL -~ .... ......... .. .... l---' ------ '-- - --------- - .. ---- =- CRUSHED QUARRY STONE, CRUSHED AGGREGATE _______ ______ -__ __ _ ____ '. _ __ I OR COMBINATION THEREOF . --, - . - . . -- . . - -- - - - - - - -- HAND TAMP - DO NOT USE MECHANICAL COMPACTION '-- '- -- -- -- - -- - - - -- - . - -- II EQUIPMENT CLOSER THAN 2-FEET FROM WALL - 1'-2" - ~ .'_ :': --: - ---:-:::: __ I r 4'PERFORATED DRAIN ~5'~;0~ ~ "" : __:-: ::_>::>:/::<,: -V COVER wrrn 12' CLEAN DRAJN ROCK ~ll" 'TTP-,---,-~i .~ ~.. ; ft-1-~':- I i1.11iilillml.L1JmlLT I a: !S!----:- 8:;' ~ ~ I ~ 8 ~~C;!_~JN 12-FT. RESTRAINED WALL k-a ~ en gin e er I n 9 geotechnicaVrhtil engineering Eugene, OR 97440 541 6849399 5416849358 fax \ 'lroject 3433 Ambleside Dr. Client River Vallev Builders. Inc. Job No: 149.03 Date: 11-10-03 Sheet: 2 of 3 ~ :;; => :;; ~ So 12" NATIVE SOILS OVER SELECT All SLOPE AWAY FROM WALL ._ -31 SELECT GRANUlAR BACKAll CRUSHED QUARRY STONE, CRUSHED AGGREGATE OR COMBINATION lHEREOF HAND TAMP - 00 NOT USE MECHANICAL COMPAC 11 eQUIPMHIT CLOSER THAN 2-FEEl FROM WALl ORI INAL GROUND - SI- ... _111-3" ~ 3- #4 CONT. 15' MIN. LAP"\ 0 - :::: _:: -::- :: \0::. -.:':- :--- -:- I' - - .. - -.. . ' - -. :: ::---- -I' I <.-; __.._" ,-" IT' "ffi-'-'--'--II . .' - j - I I' - m!llm!llm lm- I cr ~[ 31-31 M 4' PERFORATED DRAIN COVER WITH 12' CLEAN DRAIN ROCK (0 SECTION - 9~NTJLEVERED WALL 3/8" = 1'-0" ,