Plans (2) ll 3
RECOVER
?'1zcc PVO aAvr OCT 2 0 2015 \
� y N 0 48'53" E pp� �)�p�r p� �ppp
# 67.00' Cjj 0 TIt�l9Al[�1D �♦
1 518 ti Ug�I¶ �IN(G DIVISION
1 0 � �3Jll�
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494
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£000 ¢ oa
1 , CITY OF TIGARD
A AGE �!, - Approved by PlanningLLJ
=252.0' �a�l
ti ,0's0" -----� Date:
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` ;!. �, 1 ► i Initials:13'-0"I 4" CONC.
DRIVEWAY.' N-
I I D�D I �
(3500 P.S.I;I I D p m N
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N 0 49'54" E z m
152.84'
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L S 0°49 N 0
'54" W 1 I cn rn
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67.00' m 153.18'
m
ti m
m
18' ACCESS 8 UTILITY
EASEMENT FOR THE BENEFIT
` OF PARCELS 1, 2 & 3 EXISTING
T/ f
REWN
TO
EXISTING TREE
TO REMOVE g cl: z0
SITE PLA4-6o SwV--kmhcyl o LL ¢ M
S C A L E 1 2 0 0 " O a w
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p ~ wcc:
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WIND
YSIS
(1)Alt FRAMING CUP SPACING SCHEDULE D.C. _j
OF cz
A.
1510 10.
- _ 2012 IBC u
PAVING
� CLIP OPTION�-�
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SHEAR WALL SCHEDULE
APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1)
TE
11111 L It01
12'11
HOLDOWN SCHEDULE
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250 SNOW LOAD
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TYPICAL SH EAR WALL DETAILS
-
J . 39
1 Roof shealNng
Z w .
`C 1 Root raper or vuss. �\ 'I Fr T -
Wo^
-Sheallnng RRC dip required at blocked I W w
Beveled Neckingdiaphragms.(see RBC scheduled
8ds @ 3'.C. -- ` Simpson H 1 clop Qd 2J'o c
\ ® a :
t Tap chord. \ Boundary naiatg.fid 1 W
commons @ 6' C. NO. /f I r i
1 I—� r
CD.
FL`4� an•c•GC /t
i i.
GOS S:Ea:.riNd_L i k/ 1 •?"_"'I--F-dge nailmgrn•1 r-f---'---i --r------- ��ry�/�/ / oq
( I _ Sheathing to / •t'"j r ir' i/'- n 4 C -
matcnbdmv. JxY_
Shear nailing. / 7.hbclun
�'_ I' I I' J Edge naimg,! I
2.each side of -All,
I I'I 1 I({
frlj truss. \I�1 I I i. r
p ( Web blocking.-� �\t I / 1 t I 2 a dud wall-----�� / RBC SCHEDULE
b.Ear-lw..c Sheathing. �/ !Rood Boundary Chp) �\
el<;C•+LL'aLL BELOW G
k S:uD LaLL J-tS
�5CtP4'J:' 5= lPE4 SPEC!,or —„ _ Shear nailing I'I/ I I Ceihrg piste on buss. Rocked dlapbagmc only
E a,�,:BLOCC ♦ UaLL BELfT:4 I '[4{/ I I _ __� , R li Ch "Ci
ng It'OLl�, `� —Bottom:had._ -_ `• •r 1 1 ____ 7 e9.na.rg p cp n9
(r-gun B:<G r�^ - Bd @ fi' 36'o.c.
—Edge nailing. -~I �—r"N� { �I
cTy� Edge nailimg,��
,SEE SC:.E73 E)� •• ^v;:-LL SnealbMJ
2.stud;.
SECT. cc Rafter/Truss at eaves ®®
N)t 6d each side. _
Scale!t'=r'-0'
Interior shearwall parallel to trusses Beveled blocking at brace.
Scale!34' t'.o' Interior shearwall perpendicular to trusses L30 chps at blocking ---------
Scale:t'.I•-0' J Boundary nailing into kmknuu of
1 Mocking adpcem to Mace.�`-
Bd commons @ 6'cC
INTERIOR ROOF DETAILS (
Blocking cmlh hord. earnaAg C`
into lop chord.
//rF[[rr' I a5•.
2
6d 0
Edge-ding.! N, .{�r• .a flat ledlerbrace 2.a angled
Shg Io eathinmalch l' �
wall below
E.ri,E NWLI'4 �1 /�r;r:.OF LacGEc E'_GE-L —1'l r di (e -Stdtenen may be orm ed 3
�) JEFEn7lU Cn ; /l--'L44E5i OF \-^'_` VI Mace K less than 6•. Naxs Y �oroe�e
yF ,:;<oF Lt 15E_ SECT. A'A
_r AAJI ^;.c:i; 'L�• !: I II _
` I.L -J5 a CCFE= Li
tI^_ Framing d�.I:eP C _ A
1� �� Scall:r-tlY.1.-0•
-- Edge lading. t'-� .;`�)\ I
Sheathing, -I J J Boundary naJing into nloclilg�"\
I 2.duds L30 clip.
.•aura E .E•• c E:oce nn 11
GBC cup. 6 I T.p chord___.�
2.a angled daces ae-o.c._ '`•/-
SCALE: v<• r.e' ��// �� 1
1 r
l
U)I 6 blocking to hrae�
r •�.r "� lit ;\ Ea&DE r•:.rdltt Gable end truss
11 SECL B B
.\y�: /y� ' -,` 11 r c.,••a E we:o..E= Scale"I.lr2'.V.0'
l Kc ) $CdIP:1'.3'-0 .
rC6.la:lp<e! f
EXTERIOR ROOF DETAILS
t1 vn CL CCh\,:c. 5•+E tT}n5 5••E F. 1
i0
J�—• -E tDE4•✓C'.e'•i °eta£?:BLSs••3 _
J1IVV11 [j :v.••.c:o.,t0.e• �BEa4.♦C.FLa;E j
,.cc eon_et:e I/1.--U i
ILL
nttr 1I JI J/ �11 2.studs
�- N /'t IS»:•<•-:....::E«e�1_� E:)GE♦':ILrw�J I��a�•.:BP_: 1 2.s{uds
m I `III lr fv 5-'-E tI.EEI. %� SEE ScuEO• E + ` Sheathing,see M.udsid with anchor
i Sheathing.see \�
_�- schatlulc. 9 s Mudsill Hilo anchor
1`'• t•y u«'E5 C•I� ! I Q-+ Solo plalo aim:hear , bolts,see schedule. schedule.
h Decking
Sole pate 4vdh s�,\ Halts.see schedule.
�•�- f 2.studs—r--tel nailing,tea icheause.—1h mak•
e_CC1 w;_�t L E:GES {� J.
.. - ShealNn sLvl Edge nadfn nailing,see schetluM,---�
vo:Es 1- r g' d9 8---�,• Edge naifi
1 i schedule.— -�h , ng.�` -
b �RE5G;R 6E C.RAZ)EjI •I Mudsdl.cat
z sy 'i y� ,+ l•. tar requhemenls,--_ { »-- -
r
TE*I-w.onao�:�npece ge Hadi. ----••�.t'- l
JJ Ed g- �� Fool to mutlsld ;1
:ehee ar nili
� 250 NOW LOAD
schedule.
-
ff'
;IEE i• U_�_-L J-r;• O_. _ Om\ --�1 II IIi� IC ��_I_J
:.� Standard A.B. Detail '�� - II I,�II6W C,
I JL---a c=ci m GL=\vIEU^✓. 1(�'II
e E`1 WLLL Scale!l.5'.r0' Ii-_-�111=_ 11 lCll11
�_co=x�e
:111=111_6_
ILII II o
�r='�==_� -T'�===____ II
.iw__:'o,_:-._.•.t:c.xc_a._=_E�c�r_,�__1-.�D__o_o
;=_.z_�,.�ra�t•.=tcGoe:-
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1L11
I F_�1 � 1,
�Wi
Garage slab Interior post and beam Post and beam slush wqh
mudta11D
03BAW
wO SCa:E rcE:aiCEE.=t•E:ti.. Scale:t'.t'0' $CaIP:1'.1'0'
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FOUNDATION DETAILS il���i�
CQI'.T+.;MI OF :CJD GU.:'11 EtvGhEFfv.r�