HomeMy WebLinkAbout1027 W 7th St - Technical TECHNICAL
Permit I0~ 12
Address Ib2� W 1411 sT
Project description 1\1e+n/ Foo-riv (Nat Is
Date the permit was finaled 1 th I o
Number of technical pages VI
4 L t t 6
'It) tiorh. r`OT+e-r` j
dt'l 2 1 T
P \o \o 0Q €,‘,.,c...4,-,,,,,...)),,„.A e\`‘ v\o
\off ■4e.. \06 k \`-VD
(\'2 C.°Inc,r ov Ce. c
S
Fit P or'c. qs 9
I
CITY OF PORT ANGELES Construction Plana E--Xts/is:■rt,
The Issuance of this permit based upon these plans, specifi• alLk\\Al
cations and other data shah not prevent the building official
from thereafter requiring the correction of errors in said
plans, specifications and other data, or from preventing
building operations being carried on thereunder when in
violation of all codes and ordinances of this jurisdiction.
-rig .2 CI
Approval Date 8 Ji o B Y A
-&11 Voe k S E� eJ :7
Ala i t
COTAJ`Cke_ i I LI
�_r �f
6), 5 rJ 1=c
d rote
fi o w es-� pcoe2cVy l'6.4 kw\e
l .3' To
a DI c
C.).r Soui&vn sprop r
k ph Q caP .rr._
k.kx r axe
Ic"ocs
�Ilo S� pS ra a5
t ..r.....,
1 aC:� �lo�
)\-,tar
AxCte .S4lut�� m'5 t
is toan...ett- t
la,,.. apt G(1.0. P, eos in3 Me..
1 kJ �J t� t C'ti
a ors CA%.e'-r
t= 7ds�I� Fa( -(71- �tDn/
.3A Re:am?, v›ory_■-.
aR` a Ic
T
v_.-.)
a (A,M l k/�c p.
l M, J W Y v V 1 k W 4 d b.�'
1
...t e.iil, Q.)
ics'c
S \c■ fia Vm t44 Cor .e:\ C )(1
c^ �■‘a 1 A a- LI Rey R -t
p D a. a 9 r..'r�1
tO 0 e ,c at k.)..1-,,qr .-kz:o'C'
C) (y)
N
.i
icri BfAk.
-A-A
\Oal 1.4 e, cz:4-k: (i:.=,. ne.,,-...t•e.
r.- .1. 'H. -:,--5,-::..:
0 1 c__
A:x:\ 4 t- iS, to
4- -T.::.
°US S tAs ork- tr\c_ ei
t.‘-. C0 r
IV l S 5 Ot L) e1,c: _i i
Ckcyz\ V inr.j-" •El,itx flaia' '0'
tild 'L.'.6cikt 2)•,13:::,
D- L 1-(p D F-.
14- s
5 ■vv.?„u)v\t k K I._
pOrY-V, .E(\SA-'0.9 7.
4.4x 49 be:40
1 2
1
ipdeSl s ki I 1 7
IL et" o f
t t,, i :r i
5 4 I 0
t
i I'.. ■9.
COvv-rt..
S VA:. til Cza
new F. ■nc.1 vi Li
I
....L I I.
hl P 1"
i
5 o ci prt i ,2 0 i
1 0 129 0
w
Me. Gcrcony,'
5'3 ?6 0
l/ dfill p_e? t. 3
L3. il-)) 171 12-
6
B ill' Tilv 7 p P-6" k 11- 1 7 cd IA ct e- 1 0 1/4/ 5
-Tfr-Oi".-1 A e C a fr7
O 7 V
e--(2,1 t fr
ID J) 1.,(/ fs--/h
6 Man
F5 r I --E 5t eA.e I S a
ItWi\L'e4
ter 0Y
e--1-1-e Ci-77 et tto l'-' )lL. oi\ 1 4 Q.-
1/
67/ev-4 i g h g';'"" rel-717:e91-7 RECEIVED ■bi
ir C o ri—ee-- ,;‘,1,1-■\
APR 2 5 2011
CITY A‘eib'
OF PORT ANGELES
BUILDING DIVISION -v-k6'
i S 0/ /2tWc,e a v -e i-W sl otrce w le ,o .--e of
D
di or t:•••••
--1,
p y 0
G- v'! e -e Cara 5 11 -toe /77v17 L Le dja -5: 6 -e w peel d si .-Fs Le 4 a i-
c
Work one iv e od;n Copier 4:
ar: tVa as n le esl S I' peo:V C+ tot /o z 7 w 7.
S Z` y e F 1,1 ties, W A
1 7f A7o7i i ed ljS /12 p€v'fo 0r, /0 j ce7 020// -74i oz` he
cf� d r ayah 7t 7 �I h 1'$ f4 e praj �c�" i 4-ft 1-0occ Id p
l� 5 c i-; bs --Fo r S le) of 5 ti e 14v..e rr e tri e g c Jed c h d
m/o (A id also to cm J t kl a As -7co r ri, ed-he emu; /c
u va 6 r i c -e t og i-.g.e A 1(i 7 e? L
RECEIVED
APR25 2011
CfTY OF PORT ANGELES
BUILDING DIVISION
t.ir "Y. '741--e4 I/
/7
avoipeA, +I -se 4
z De
FILE
1 1-77-1/1 1 `z
f)'`I ,atc, oy 0f./ et if( 1 7 .e ee-e4 -de? ir
Ek 7 6 c.—yr -e gyieAr 7 )&1 icr I L
w
rt
6 A L 4 "ze)
RECEIVED
c,
JUL 0 7 2011 I
Al
CITY OF PORT ANGELES 74'A
BUILDING DIVISION r
5 Ns,'I'vocer
SiONAL
1 0
1
t
-`1/
Jni
etl 4 .3 3.e,A
17
(I, c_ a i d c
et/ t
f tiT A Lejt
A P g 7 7 (I)
13 I d
1 1 2- el 7 C
zd C.)
.74 1 97 f
2- qf 3 3B 0
ci 766 ef
WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 3 /41
WoodWorks® Shearwalls 9.0
11017Lat.wsw Jun. 27, 2011 17:40:09
Project Information
COMPANY AND PROJECT INFORMATION
Company Project
Gene Unger Engineering LLC. Eugene Kristi Hill
1401 W. 7th St. 1027 W. 7th. St.
Port Angeles, WA 98363 Port Angeles, WA 98363
360 452 -2098
DESIGN SETTINGS
Design Code Wind Standard Seismic Standard
IBC 2009 /AWC 2008 SDPWS ASCE 7 -05 All heights ASCE 7 -05
Wind Capacity Increase ASD Load Combinations Building Code Capacity Reduction
Shear C &C Panels 0.70 Seismic Wind Seismic
1.40 1.60 1.00 Wind 1.00 1.00
Service Conditions and Load Duration Max Shearwall Offset [ft]
Duration Temperature Moisture Content Plan Elevation
Factor Range Fabrication Service (within story) (between stories)
1.60 T =100F 19% 10% 4.00
Maximum Height -to -width Ratio
Wood panels Fiberboard Lumber Gypsum
Wind Seismic Wind Seismic Blocked Unblocked
3.5 3.5 2.0 1.5
Ignore non wood -panel shear resistance contribution... Collector forces based on...
Wind Seismic Hold -downs Applied loads
Never Never Drag struts Applied loads
Shearwall Relative Rigidity: Designed stiffness using flexible distribution
Design Shearwall Force /Length: Based on wall rigidity /length
Case 2 rigid diaphragm Toad distribution: 75% loads, torsional moment
SITE INFORMATION
IBC Occupancy ASCE 7 Equivalent
Category II All others Category II All others
Wind Seismic
ASCE 7 -05 general analytic method for all bldgs ASCE 7 -05 equivalent lateral force procedure
Design Wind Speed loomph Structure Type Regular
Exposure Exposure c Design Category D
Enclosure Enclosed Site Class D
Topographic Information [ft] Spectral Response Acceleration
Shape Height Length Si: 0.500g Ss: 1.250g
Fundamental Period E -W N -S
Site Location: T Used 0.112s 0.112s
Approximate Ta 0.112s 0 .112s
Maximum T 0.135s 0.135s
Response Factor R 2.00 2.00
Fa: 1.0 0 Fv: l so
1
WoodWorks® Shearwalls 11017Lat.wsw Jun. 27, 2011 17:40:09 'q
Structural Data
STORY INFORMATION
Hold -down
Story Floor /Ceiling Wall Length subject to Bolt
Elev [ft] Depth [in] Height [ft] shrinkage [in] length [in]
Ceiling 12.83 0.0
Level1 2.83 10.0 10.00 13.8 14.6
Foundation 2.00
BLOCK and ROOF INFORMATION
Block Roof Panels
Dimensions [ft] Face Type Slope Overhang [ft]
South 1 Story N -S Ridge
Location X,Y -7.50 -3.50 North Gable 90.0 2.00
Extent X,Y 34.00 59.50 South Gable 90.0 2.00
Ridge X Location, Offset 9.50 0.00 East Side 18.4 2.00
Ridge Elevation, Height 18.49 5.66 West Side 18.4 2.00
North 1 Story N -S Ridge
Location X,Y -5.00 56.00 North Gable 90.0 2.00
Extent X,Y 31.50 40.00 South Joined 90.0 2.00
Ridge X Location, Offset 10.75 0.00 East Side 18.4 2.00
Ridge Elevation, Height 17.24 4.41 West Side 18.4 2.00
2
Wood Works® Shearwalls SOFTVVAREFORVVOODDESIGN 7
y
11017Lat.wsw
xvoouxvo,mmoxoanwa|m9.o June 27, 2011 17:31o2
Level 1 o[1
130`
125'
1-2(Y
563-w zno__'
27.7-- n| n
1-10'
10e
0.) t.
zvov 1 95'
on
oo'
mr
oi
75'
m'
65'
0) 60'
Ras
m/
4s
40'
m
%7
30'
co
25'
20'
15'
d
B-2 10'
A
5'
1
1A2-11 *o
n
�J
-5'
-10
-45
2 0
su�o r �o
:5.7-- 62.8
'ozn-uor
osu-
'`x1�n-�oz,o--
'ao'
--�e
Factoredoxeamno«ome(|bs Unfaum red app|ied-sxoadoad(p|f)—
Factored holddmwn force (|bu) 0-0 Unfauored dead load (plf,|uN
Compression force exists Uplift wind load (p|f,|bv) '45'
IN verticm|
eementmquireu Applied point Ioad or discontinuous shearline force (Ibs)
Loads Shown: xv;'Dn1 '15' '10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55'
WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 1/9
11017Lat.wsw WoodWorks® Shearwalls 9.0 June 27, 2011 17:31:32
Level 1 of 1
100'
co
rn Ni-
n: w
I �GL _95!
v6, E
ND
—90'
85
1 -80'
co
co
co Cil
N 75'
70'
65'
x> 60'
v
N h 16 -1 L f
v 55'
CO
I N S�
I2 I 5 0'
45'
40'
CO
Co N
m N 35'
N
30'
I in
25'
20'
ti��� 15'
o 0 -1 O .4628
co 0, v g -1 1860 -2 10'
co
6333
co c0 I co 5'
N V N
A -1 2008 A qt
i f 7 9 3 021 c j 1 2000 0'
1I 1
--1 73 7;3— -5'
-10'
323 ?5.8
499.8 5Q4 7 4 39 -6 1-5'
645.8 6a2-5
768.3 7998- 6'F.14635:2 t 746.2
2o-
Factored shearhne force (lbs Unfactored applied shear load (plf) 25'
Factored holddown force (Ibs) 0—® Unfactored dead load (plf,lbs)
C Compression force- exists— 1l Applied -point load -or- discontinuous- shearline force- (Ibs$(y
Vertical element required
Loads Shown: Qe; Forces: 0.7E 0.6D E pge 0,2 Sd D; p(NS) 1.0; p(EW) 1.0; Sds 0.83.
'15' 20' 25 30'
Lateral Panel Plywood or OSB Shear Walls (2009 IBC)
[Continuity must be created from foundation to lateral panels]
Maximum Lateral 230 PLF
7/16 OSB (PS2) or CD Plywood (PS1)
W/ unblocked diaphragms
W /8d common nails at 6" o.c. edges and 12" o.c. field
W/ %2 "x10" A.B. 32" o.c. with code washers
W/ no special hold downs at wall panel ends.
2O Maximum Lateral 255 PLF
7/16 OSB (PS2) or CD Plywood (PS1)
W/ all edges blocked
W /8d common nails at 6" o.c. edges and 12" o.c. field
W/ 1 /2"x10" A.B. 32" o.c. with code washers
W/ no special hold downs at wall panel ends.
03 Maximum Lateral 295 PLF
7/16 OSB (PS2) or CD Plywood (PS1)
W/ all edges blocked
W /8d common nails at 5" o.c. edges and 12" o.c. field
W /2 "x10" A.B. 32" o.c. with code washers
W/ 2320 Ib. Hold down near wall panel ends
03 HDU2- SDS2.5 w/ SSTB16 Anchor 5" minimum end distance
Or STHD10 1.5 in. from corner or more
Or 5/8" all thread 5" embedment with SET, ET or AT adhesive.
Note: Additional A.B. may be drilled and epoxied in with %2" all thread
With 4" embedment with SET, ET or AT adhesive to achieve the
32" spacing of A.B.
OSB or CD Plywood sheeting must create continuity from
foundation plate to rim joist of floor system.
11017LP 1
J./
P/7
rell(P (1,1
Floe r
miev -4D 0. iiell 6,
zie
1, z .f....
-c-
1/7- I eas)--- 30 le
137,6 24 '4 Aeitote,
ye7, qz4
/eor A-e-c;c441.S
2.417
/5q
L a/F
z_ p f
31.0P
x 19 i nc
F
k -L
7/19 er r P ,77.11
It
1 7 1r /r
i f
617/ a Ti-e4
7
r e "j:f 1 ,1/ 74-da
4 1 _X
,z z
.„1
2 7
C/9 0-01 I I -e4
Fir Or
6 71 0
Y
r 0 4k e S
4
r i 1
Lo L 13 Lot 14
I I
i 1 1
1 1
1 I 1
I I I
i
1 I I
I I I
I I I
I I I
o
I I i
I I I
I I I
c2 c9
I I I �o ,f2 I
I I I
I I
ci: 1
s i F� =��1 1
!f 1 I g 1
1 ro ka I I
I Q
I 3Q� I I
I g od
I W C L I
I �rD It 1 W I
o C
A ri-O
I Ft a P 1 1
1 1 1
i i F l i
1 i '21 1
1 I t iii
1 I
I I f I
I I I I
v
ST,gT c m
9 1
D R)
`0 1 0P W Seven Ln St. i
r s L Q p n T
h Founcation Plan 1e'1C� .�'1gC'r
o m- r.2 client: E ugen e Kristi Hill Eng LLC
1027 W. seventh St. 1401 W 7th (360)452 -2098
Port Angeles, WA. 98363 Port Angeles, �;JA. 98363 g ill
't.
i
.1
CO CO
J I
0 CO
i. 0 1
I
1
E II
I
W 1 td -p
W O j J n
1 o
X
Ii.
01 i O 1 X
X TJ
r0 CO
--p ZY
X -o
1 o 0 (0
I
II -p
m
i I
1
G
1 0
W I
o
!i' r _i.
1
CO O
1 r‘D
-P
C
q
o. T c X
O G� o
-i
n
MFR It
1i
s L o t o n Title:
(Croon Pouncation Plan �'e e�
g r ro
Cl ient. Engineering, LLC
o Eugene Kristi Hill 1401 W. 7th (360)452 -2098
1027 W. Seventh St. N
�w Port Angeles, WA. 98363 Port Angeles, WA. 98363
m
1
ID Ul
<-1-
--T-1 10
o co CD
n g
3
Q 0 0 0
li, O 0�
Q X 0 c o 2* *�w *�w 3
CH- V 3 0 a (D 00 N,' n°1 OX. 7 u S_'' N O X. 7 N n C (3) X. T_
0 Ul 61 N D Cn� p O (D 2 N O o 2 C N x ��C V
I H v) -1- <4. P. w =r)�o3 W3 03 05 to m °,3 F� n o
o m o 6 en 7 D o a �v Do N v° c D 33 o fin' F° n
C4 Y T V) 61 W(0 QN �.O (nO W �N 0 v� W nN�
J �D oonD Fe nPin�nP ID. R- o anP2.SC o 5_ -8 o°-' nO
t) C) 3 W a-' f 0 w <n m u 0_(,6 2 u CI 5_-g
C N3 o w
0 O Q -0 3 WS cno' ^;d np 2 ^-292 Q u. f pw 3 N
O i O CT O' `G N :5 co co D N 0 a" m -p N a' -0 -D N (l ay N -o C c o
J 3 Wv o P m p, o m p m 1
0 3 ID °°o 0- m3 f.� o w
m m oT m
1 3 �n m n 30 m o m o vi m a -em
o N D n a =o c"- n n o N
T X N an d j• N N N (D j P7 N (D N j 6,-.73
V +.L_l N 7
q H o; m v a mm m`° m 0 N (D N y N P N 'O ii3 -I0
N D Q NO f11 (-13 m c 0
\\I (n 5. o m c m m
o 07; a n n n
0 0
1 m m
y n N
YJ
3 (D n
Q
In
,i rD
al rD
0 0 n X
P -h r0 Ul
Q r0 ro
P P (0
Q X <4 0
0 O 0� 0
P C ii)
3 n v)
0 Q s
2 3 C
-Q Q-0 in
i 3 I-X
O rD 1/1 i -P Q
tdX a (0 3
Ul
<-1- 1 P S V)
0 td _p 0 Q 0 Ul
0 n 1 l� 0 5
0 O Ul r0 p ro
:0 0 O 111 k X 1 3
1 -0 n fU co Q O tD frl
ro
1 X
2° D O U)
(D
))o '6 S 2 CO
f c-, Tq c <-I 7
1 o� 0 Z r0 3
M F R Q
3 Q o n Title
ro C s Q Tounca±i Plan E' e C' I'� r ro
co 3 client:Eugene Kristi Hill Engineering, LLC 5.
1401. W. 7th (360)452 -2098 3
w 1027 W. Seventh St, Port Angeles, WA. 98363 In
Angeles, A. 98363
ti
Co 0
I 1 `D
CD
Ul I w p
CO 1 1
I
I
1 1
I
W td w
co O I 1
I n
X
CT w
-t
ui e 1
P X X
-P rD w
d o �I O rD
r- lI 1 td 1
1 1
rU td 0
i n
1 W I 1
j I C
r --.j
1
I
00 1\ 13-
m
8
l
�d
nyO S O X
D
mar r
-IcA j4 Z
4"
4- -It! z r p
S o Title
r r0 os i Foundation Plan e' e 7N g e r 7,0
Cfl
Engineering, LLC
Client, E ugene Kristi Hill S
0 1401 W. 7th (360)452 -2098
0 1027 W. Seventh St. o
(A' Port Angeles, WA. 98363 Port Angeles, WA, 98363
ti
71
f X_
r0 Ul
-1-1 <4 0 rD
Q n r
O v
a
0
F m v w 3 a
c+ D O n N D 996N K o N nm rnx o X Q03
O Ul .s" v nwc o aoc T n 3 J I o p nD >B w w o nw'w a o m Q -3 QW? cn
o Q nv o Q 3 rn 3 (D 7 O Q) m O 3 m O o y' F .'G 3 N n N O 1 C N o r .o a O 0, 080,p O T n O T v O O T O_
D 3 ov m9- 3,, o n ws p n n o- oN
V :CD co 7 _1 N .-.08-,m SU n u, w c w j .S mw w j 08
w O 7 p 2.* S (20' (D 1 d O
O o n cl o Ow
33 rn33n�- 7� mw
C p R7 O w (D N a (p N W N N
n 7 (D N p N p
N p
7
m m p m
m m cn
cn
m
n cn
4
c m
FD
3 m n
P
5 0 5 Li, 3
rv-n.+ Qg hen) En
0 0 o -r- c-+- ro r D s
o -5 I X
_p 7 -0 p ON
r0 Li)
0(D a IUQfU
o N c+ c+- 9 a 2
rDQ QQ O --1-1 (D3 --c+ 0
a c O rD L X c-i- 0• V1 0
Q
h I'D p Z O`- in Ul
c-f- C+
rD O 5 Q Q P
in 5 0 r0
ui (13
Q
X- Q
n re lf)
Tl CO X 0 rD
0 n. _p D re cD
c
.O
Q rD V1 0 W NY•2 4
O 2 l
<-I- o Q S
d
O 1W _p O 9- 0 VI
_---X�
O
O 0� 01 tI X 0
0 m
I -0 n a+- ry CO a o X
rD 1 (D "5 V1
2 1
O 3 Q 9 Q
CO e l (I) 14,-.. O p Q Q
m STgT 0<< (-1- (O Q D
CO
w 0 3 -3 O
c c� N� n Q om FR
a (O X
s LQ �,o r n Ti
C a) �s ,Q Pouncat Plan C e e C' I'
r 1 o m
w cent °Eugene Kristi Hill Engineering, LLC N
1027 W. Seventh St, 1401 W. 7th (360)452 -2098 o 3
Port Angeles, WA. 98363 Port Angeles, WA. 98363