|
,
<br /> . .
<br /> /// / LEGEND /
<br /> HV
<br /> / Harriott Valentine Engineers Inc.
<br /> / /
<br /> \, SPAN
<br /> 1932 First Avenue,Suite 720
<br /> Seattle,Washington 98101-2447
<br /> /
<br /> /
<br /> - .4'4 • 04 o 44 4
<br /> 4 4 4 e , 4
<br /> o < 0 > EXTENT
<br /> aik
<br /> %IV SECTION DETAIL /
<br /> .4: /1/://:_. , , , . . , • ., -, : . 1
<br /> // _ ,:: . .. . ,, - - . , • .
<br /> . . tel 206 624 4760 fax 206 447 6971
<br /> www.harriottvalentine.com
<br /> 1
<br /> - - - . . - .
<br /> . . - .. .
<br /> , .,, ,, . . . ---1 ' '''., ' 1 '°°° '' - .. ' : ''" ': '.• ° ' • ., . . ' ° /
<br /> . . -- . . , .
<br /> — — —
<br /> " '
<br /> , .
<br /> - . ., .. (FB) FLUSH BEAM .. .r-,-i-,,-•-•;'' .. -„. ' •,,- . . - -F-:':-.--;„--4,-;
<br /> -. •
<br /> ' \\,•.' -. \kk-\\\•,\;k•,'\‘; .-\k;--,.\ ' --,; •
<br /> ,, • •
<br /> COLUMN ABOVE
<br /> ,,
<br /> . .
<br /> NEW STRUCTURAL WALL
<br /> • ,,_,
<br /> ' . .
<br /> FOUNDATION PLAN NOTES . .
<br /> EXISTING STRUCTURAL WALL -, r.
<br /> ., . -,.> ..,..
<br /> ,
<br /> . ,
<br /> 1. WHERE NEW CONCRETE WALLS OR FOOTING ,. ,
<br /> 1 "." . ..%,,.',"--,.,,,,-.,,,,,A'8'24, NEW CONCRETE WALL
<br /> ABUT EX. CONCRETE, PROVIDE DOWELS #4 x 1
<br /> . , ,
<br /> ‘ „. ) -
<br /> 2'-0" TO MATCH HORIZ. REINFORCING, EMBED . ,
<br /> , .. .
<br /> ., -- • .- • . EXISTING CONCRETE WALL
<br /> 1/
<br /> ,.
<br /> 5" IN EPDXY GROUT. • . .. x c) ..-
<br /> 1 '. '
<br /> ALL-THREAD HOLDOWN AT , .
<br /> °
<br /> -- --/-
<br /> , _________,„
<br /> ,-- , LJ ©
<br /> 2. SEE 10/S4.0 FOR TYPICAL HOLDOWN - 1 . , END OF SHEARWALL ABOVE
<br /> '°. ;
<br /> , . .
<br /> REQUIREMENTS AT CONCRETE WALLS AND . , , 1 - ".. .
<br /> . :.
<br /> FOOTINGS. . ' STRAP HOLDOWN AT ,.
<br /> I I
<br /> • I-, 1 '-' ',.52/._
<br /> END OF SHEARWALL ABOVE
<br /> . ,
<br /> 44 •
<br /> •I4 4 '•• 1 e
<br /> 4 : 1 EX. EX. ,." .. „ 1 • ,,, ,
<br /> -11-,--- .. FRAMING PLAN NOTES ,;:
<br /> . :
<br /> E4
<br /> :amiti_
<br /> - • I I 1 1
<br /> ...., .
<br /> -.-\ ' _I \
<br /> , \\-' -°,,
<br /> ', 1. SW INDICATES SHEARWALL TYPE PER ° ;
<br /> aim •• , ,............, ,, .
<br /> ' NI •
<br /> • .\ ;. N‘ • SCHEDULE 8/S4.0. REFER TO DETAILS FOR . ,
<br /> ' rillikir 4" A •
<br /> . . 1 :••••••••••••••••••••••• N.' TYPICAL SHEARWALL CONSTRUCTION. SEE , ' ., \-t-
<br /> N.-
<br /> N
<br /> (
<br /> 1,11 r ;'.] \ N -;' ARCHITECTURAL DRAWINGS FOR ADDITIONAL icoci:- n cc:z 1, : ,,:
<br /> \ '
<br /> WALL INFORMATION. . . -
<br /> k - ...\\ .• ,, -
<br /> ,. ,,,,,\,.:' : • .k.' '2. REFER TO GENERAL STRUCTURAL NOTES FOR
<br /> ..
<br /> . N
<br /> / N. FLOOR OR ROOF SHEATHING TYPE, THICKNESS, 1°, \
<br /> - N
<br /> ( '','::.\ ° °
<br /> ,
<br /> \:\s'' - AND NAILING. •:,,, - I
<br /> 1- f_-_- =--t, , \ (7---1- — -1
<br /> :I A,m_. F-1 N.,'° ' ',. Lollv- I I 5/S3.0 I - I PSL 51/4x14 • „___ _,
<br /> ATTACH 6x6 TO EX. CONCRETE WITH
<br /> 1...., .._ I- \ I" 1\), ' °- 3. COLUMNS SHALL BE DOUBLE STUD MINIMUM,
<br /> • ; ;\\\ I I
<br /> I \ '
<br /> . -. UNLESS NOTED OTHERWISE. SEE 11/S4.0. I -.. .... I • • ,
<br /> .1,‘,‘,.\ -•-• (8) 5/80 x 10 TITEN HD CONCRETE
<br /> • •-, L .= \ '
<br /> N ° - - L ....:_:, •` 1 cp
<br /> SCREWS SPACED EQUALLY
<br /> ,,.. .
<br /> _ .
<br /> , - .. ' ;;-•
<br /> -..., ,
<br /> -,
<br /> 4. AT ALL SHEARWALLS PROVIDE DOUBLE TOP •. -. ,•. .,
<br /> . ..,,
<br /> PLATES AND SPLICE PER 12/S4.0. .., • , ,
<br /> \ --
<br /> ,c11 a wAs 4"
<br /> --. 5. CS__ INDICATES COILED STRAP TYPE PER 4 I ,
<br /> ta 1
<br /> :1
<br /> ivirh 0 ,
<br /> . ,
<br /> SCHEDULE 6/S4.0. REFER TO DETAILS FOR I I . o
<br /> I le 1 " ‘if. 4,
<br /> TYPICAL STRAP ASSEMBLY. , -, .
<br /> • ,..
<br /> , 1 „ co, it--/
<br /> ;tf- 74
<br /> . . ,,. -- . .
<br /> , . \\
<br /> '•\ . ., lio' %434:27stio ..‘k.
<br /> \ a •-° . .. e" .. ., „ ..., , \ 04
<br /> \
<br /> ' ' 1 _. ,- -.1.' , \ , ,
<br /> . \ • , ' ' \
<br /> 8457101VAL SNV 4/2/Iq
<br /> . ..
<br /> X _,0 4 (===) ...
<br /> I C,1 "Lc.,e .. .
<br /> 0 •. e ° a
<br /> ,.
<br /> L ©
<br /> ' .
<br /> ' , , • _3 Li >
<br /> Project Contact
<br /> • •
<br /> ><1 -,,, '
<br /> . .
<br /> ; -...
<br /> EL
<br /> __: ___ , .,.
<br /> ,
<br /> . ..
<br /> ,, .... . Todd Valentine
<br /> . - _____,!------ • tel 206 624 4760 ex.27
<br /> •
<br /> -
<br /> -------;---
<br /> . fax 206 447 6971
<br /> . r-,..-_, ,•, -.' '''
<br /> '• -I°. rri
<br /> SEE FOUNDATION NOTE 1 ., tvalentine@haottvalentine.corn
<br /> . -
<br /> . -
<br /> f
<br /> 0, • \\ Project Architect
<br /> 1--
<br /> — .
<br /> - ,--,
<br /> L :
<br /> , • --/ a — W2- — -,..-- I
<br /> ,
<br /> — — — - -(..,— — c.- — --;--- — * — Workshop
<br /> ____71 -/-/_/_/ ./_/../_l_/. ///////K. - __ _ - _ __ _ _/1 _, ( I , 310 South Washington Street
<br /> , , •
<br /> _i_ ___ ___ N . 1
<br /> \
<br /> WA 98104
<br /> 22\7(7 0 ,•
<br /> CL'S 0
<br /> /6' /6 LP7 I '14
<br /> &..' Project, „ 1 •
<br /> Laurel Drive
<br /> . [_>Il ©
<br /> .' 600 Laurel Drive
<br /> EX 2x8
<br /> Everett,WA 98201
<br /> ,..., - < . ,
<br /> . ,
<br /> 1 6 o c
<br /> • 4 . i ' '4
<br /> , . 4
<br /> , . 4
<br /> r 1
<br /> . _,,
<br /> v
<br /> Issue Description
<br /> ' 4
<br /> '" ,
<br /> __I ---7.11,1 I -------. 1---:-] 0
<br /> — — -°
<br /> _ _1 , : .
<br /> " °,.
<br /> ---1--- \ A, o
<br /> 11111.11 • ;
<br /> Issue42 D9ate
<br /> ___ __ __ ___ ____ ____ ___ ___. ____ 1 l,-,\s7' \!Noki, \Ny\\\: \.\\ __ __ __ ,:c-sl:S.,S ,\>,\, ,,,IS. -,:,-=. \---t777,= \j',' , SEE FOUNDATION NOTE 1 4' eoo 4 o 4 4 e
<br /> ' •• 4o ' 41 . 4 „ , e e a TYPICAL
<br /> 8 8
<br /> < I ,_ I ATOT TAEXC.H R2IxM8 WJIOTIHS TLSUS2 8 A e•.c
<br /> "
<br /> 8
<br /> 3.0 j1Ij I 3.0 Building Department Approval
<br /> 3.1 -1. I 1.1 I 3.0
<br /> iltbr'
<br /> > i ,itT7r4x-81t,x°881-tx ."8?-8,10,1•Elaitioif-dEra.:-."A‘4184:-8t84x.ttiq-ex':_.8'..,8-x,8-6.'8 88,8.88...c.c.--3.*-=,,l,r4"'t"2V'''r,,-:•=,r.-,-.".1---;'..=`--€:-',-...,-','"'Irs,'.;',`,,, ,,',`,,,,i? ,,-,f-,-
<br /> .
<br /> 1
<br /> 010 0 \ PROVIDE CORNER BARS
<br /> PER 10/S3.0
<br /> •Drawing Title
<br /> FOUNDATION PLAN
<br /> ink NW C) VFOUNDATION PLAN ii& ,6) MAIN FLOOR FRAMING PLAN (BASEMENT WALLS) w
<br /> 1 >S2.0 scale: 1/4" = -0" S2.0 scale: 1/4" = 1'-0"
<br /> CC
<br /> Drawing Number 0
<br /> —1
<br /> EU
<br /> Et
<br /> D
<br /> S2 • 0 <
<br /> ,,Ty OF EVERETT
<br /> REVIEWED FOR PERMIT
<br />
|