HomeMy WebLinkAbout415,417,419 E Front Street (2) ----r.:'r.. - - — -
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1_xC _ -. __. _ _ l - - w — •, >:ppjL The VnlfOre Eulldlnq Code (OHC) 1970 1/Stlen,
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! I+ a r onet Root 40 Psi
1 v
Apartment
/ON: CR<•- 3'*Z' I-aterfloor• 20 Par
`,•f� KSnA
�F .L)1✓ / '� /. /k I y y, Ls,aarthiPressure 35�PCFI(aquly, fluid preee'��e)
�.. _ _ _ .fit ✓'` •` /r < - `,
!Oh-'s'':1CNt Extend foot inn to firm unAlftuof t soil Of
1500 Par boozing lowCaPtl'cr•
q(, { Extend footings Within 3 feet of the edge of. bluff 3 foot belbbeelow"
./ •/ r! 1�5 �4`I r: u ^ ` - - -. -�:{ + i - lowest adjacent era's. axtend all otMr leavings 1'-a• min.
�'-^�� I ¢l (A•a P" `l+'L` /�`rill ,. a I .+ I adjacent grade.
• —�� �-•Ir/ �: .iL�L� 1 [I .,,,1 r_I/ •• ,) '. . Y.Sn vm o SL socks of
..-^'` I •BILE .,. I i•. yr'� an t roe . 2000 psi 0 2P days fc v900 Pet. f ,L a►l ion■ of rater r
cement per Cu. Yd. concrete, ximlae e
with
94N sock of Gwent, Add Plastc 'tet• or Perroiith f.h accordance vltM
61
•l _\ - manufacturer's recommendations. ronezats Prato
ctton ser reLnfatei^-
U)tad _ _ n. T r?t ,. _ A r ��+ bottom of fooeinae 3"t wall• exposed to earth or Veeeher 20t wells
_ inside face 3/40,
N - .•Df a.x b", _ ° - r+ - '•11
concrete in toot Lnof 6 Wel s p?o s ,rchitsct prior to
_ IL- f,(,- .. j Hour unless shrnm otherwise orapproved1'Y
rM in a mono !' c
oourina, r
_
/ ,� DefermM bill ec fMe1 Sf^K A-F15 9raM 10 1s 20.009 psi. Lap all
! •• 1plicen cornenvtoel P*horow izontal reinforcing. Prs at. all wall. rovide
n snsion s 12" or
- i z
lmmn
pe 1
open • whose ma
M5 bars around all inq
1 \� / ,• :gs• - .-z greater in Valle, rxtondrovids bars 2'-C• beyond Ppfninge or as for se
... %/t 4.f.s / /N�E7 G/. . e� . .� 1. _�-._��--__e_ • __ possible 6 hook. Provide 7 ha x be p diagonal A rs li corner!.
'P' rk -/.'EFE:. .2 `+ i Reinforcing Placing drnwin�s shall M Pr�+� 'my-6 ) qualified
/�N'// lY _ _ [j detail•r in at
with ACI manual (ACI 715-65),
( l-� -� � _ �ed !n accordance with 1970 Mitlon MMPA. '3ses°s, headers, i
a 1 C� / joist shall be Dcuglae rlr-Larch No. 2. H011-}ir No. 1 may beI
r substituted for joist only. studs and Plates shall he Douglas /ir"
RM
_. .. t ^ grade. floor
3fstill tw etand•
rd
trade wihexteroraluede"d 2/1 . Nail Plywood sark@l shws
w/Rd 112' ^.C.
ww/qd i F" o.c. c interior supports
cLFq.K' v; •
,DW42/GH t xr i A-.: .•sf- /yul�A"P
i , -is: 3•C'A4TlhGN .QGYiF "V ••. +- Douglr
G'A/Mr•C
Ir Coast 0.egion canbiNtiPn •C' {b a 7209 psi, laid Lip •.
CQNAlKT-i /lOJ _- —--- ,�, ,. .-, an eopr-oved casein clue. hbrication shall be in accordsnew Wit` .
�— TO CTORM G/'A:N j '--- current ATCC ecmnesClel standards far structural qlu-lar timber.
lade
Architectural appearance grads at exposed glue-lam - atrial
elsewhere.
_ wall with a minim
oRiC- vsNaaR. Brick veneer shall rh securM to the a for each
of one 22 qa. x 1" aaly, wrrugatrl tis for each 2 eg, it, of well
rr.h .._ FE': r,C - ,� --
� T - - - -- r• horizontally.
~ (u,� f/N'�H /9:MT PL E!E„• - c area 6 spaced not more than 24” o, _.
tis �+ F�c'W_ Flor it 67z WqYg L ,red+ /. hotltsr lose bearing concrete m+sanri units coatomIna to
4G/PNER DS' I 1 -�, • _-- / _ _ , Y '.• .t!•. q tshall pC S-0 4bar1alAyuntlnk TraAe rennin-gbondnusing 9•Ro to 0 mortar as speci-
I L 4+r •i ! N s = fled of
equal ISO Table
f lap KhwebR12 at sfllNs,otCut ally with K-wn or
l.4N C"e.4 9• x ld:p longitudinal bars 1. around corners. Cut web steel 6 bond 3
�+ Reinforce vertically with a3
4 An- o.c. unless noted otherwise. Provide 1 M3 vertically full
- I - - "tol•t rot jambs. Fill All Cella eontalninq reinforr"C' with grout.
. 1. .. . I - - �• •�- _� . • , . ..
ABEAWAV I. ''" - - -' - - --- I` - Reinforce lintels over onenines w/2 M5 Dot, •xtenAtno no Peat onwnino unless
P ASfMENTill
_ _- -_- -_ riFT
_ -, I[- noted 0 Ogg lee, svel all reteteresn Wolds, bond haeme b enrols
+'` "—""'� --_ - i ` I "- '` � � ��-- -- w/ 2000 es! nes grovel concrete.
I
}QR.►/A/ Prr'i7Y!/4N: _ I I -. _. ,.. F'C2R ROOF rR 4MIE9?r
n3 .^rwf•1w cont inurnu ?x - soli° blocking for tM joists at wspacin
Zd9EtP ?UMP /N eshEr �( - '-• • L 1 x 3 or .?prorwA metal cross bridging • 4"'0• o e- max.
spacing.
7 Y l I. F r
Provide Aoubl• joist L'ndet paKltlons extending 1/2 or more of the
W
r, j,rht impm. '''hers beim■ are noted ftuFl beams (F,H.) hang joist
__
; - with Rnvanan joint s!snports at sawl„ flush lwues not sailed eve on
•'�� /, �'y�QgL, the alone shall be twc 'oasts. All vertieelil 940 1:?- o. beams 4
P/N,SH f�07R E[t g' c. r_aaceree
/ 1 _ unless notal otherrwwisa IXGA Mget.M_- •alth led nails 4 ].. o.
a5.00 FEET
A; 1 ,q'rA'.-: /,coNRa�if '�. _� .; wAr rwLKTxOe
�� �_, `,
3 3 a ORN/n' 4. GARdoE 2 x a studs a IF- Poco All with-oneAc criphealple
11 not called out on
V1P ! , the plane shall be 2 2x10 with one cripple f. one stud both ends
2� I *-� ( ter epeninq• 40-0" . loss ll CoLrmna not celled outnOnsthe Planud for �shrlls
P,eGM FN'R, .fCbf i �,, A.' Pers then . 0 weds.
le 2 studs. 8oike lamSnnteA ^cleans toustMr wah IRd 0 if. :.a.
W Cesin'jj.I
pIT-
/NE ac Y/A71R tl. -c:' 1
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�•� _<C'�" CURQ dREE IME-C,q - TyP/Cqc ! ICL AC'Et f,.
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e 7.IB/r /N .,tA.O /.V 6/OEsvAa.YA'Y '-_ - • .� L r" life fl • ..p�,• K �4 l"
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_ �4 ,. , r� REGISTERED ,/,i`2 �.f'Ei•'•�. ,,,�i IiC,'S /•.,-, . . Pon . -7/
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ARCHITECT r
DONALD R. WESTLIN /t
SEATTLE--iVNNW UOD ►R. a-0171OF—