HomeMy WebLinkAboutPermit Building 2009-6-4
_1IIr&e.~NGl.!t~
1\
" .
"
Status
Issued
225 Fifth Street, Springfield, OR
541- 726-3 753 Phone
541-726-3676 Fax
541-726-3769Inspectinn Line
CITY OF SPRINGFIELD
Building/Combination Permit
PERMIT NO: COM2009-00647
ISSUED: 06/04/2009
APPLIED: 05/] 1/2009
EXPIRES: ]2/04/2009
VALUE: $70,083.76
SITE ADDRESS: 2535 GRAND VISTA DR
ASSESSOR'S PARCEL NO.: 1703243101500
Springfield TYPE OF WORK: Garage
TYPE OF USE: New
PROJECT DESCRIPTION: New AccessoryShop/Garage; Uninhabitablel Nonconditioned Space. Separate
Electrical Permit.
Owner: HYLAND SHAUN E & LAURA L
Address: 2535 GRAND VISTA DR
SPRINGFIELD OR 97477
Contractor Type
General
Contractor
OWNER
# of Units:
Primary Occnpancy Gronp:
Secondary Occnpancy Gronp:
Primary Constrnction Type
Secondary Constrnction Type:
# of Bedrooms:
Fronty~rd Setback:
Side I Setback:
Side 2 Setback:
Rearyard Setback:
Solar Setbacks:
Street Improvements:
Storm Sewer Available:
Speciallnstrnction:
Notes: Route storm to existing
Description
I CONTRACTOR INFORMA T10N I
License
BUILDING INFORMATION I
# of Stories:
U Height of Strnctnre 27.50
Type of Heat:
VB Water Type:
Range Type: '
Energy Path:
NOTlCEsprinkled Bnilding: nla
TU,C' f'.~'V l~
A~b&mN:r~r!~mIfMNTJ(OO!j 'fORK
COMMENCED OR- 'rIMHJ{,v,r, I;) NOT
ANY 180 lJk\t~BANDONED FOR
5.00 # Streei'tl1e'J(s Rqd:
Paved Drive Rqd:
10.00 % of Lot Coverage: 22.00
0.00
Residential
Phone Number: 541-501-8619
Expiration Date Phone
Lot Size:
Sq Ft I st Floor:
Sq Ft 2nd Floor:
Sq Ft Basement:
Sq Ft GaragelCarport
Sq Fl Other:
Occupant Load:
20,473
1,570
288
REQUIRED PARKING
Total:
Handicapped:
Compact:
I PUBLIC IMPROVEMENTS I
ATTENTION: Oregon law requirESld\mla\1l Type:
Fullv Imp'/lI)\l)'!v rules adopted by the Oreggn Utility ,
NoYilibation Center. Those rules a~<miPNlIUltslDrallls:
in OAR 952-001-0010 through OAR 952-001-
0090. You may obtain copies of the rules by
calling the center. (Note: the telephone
number for the Oreaon Utility Notification
I V aluat~~ID~~~;i:~~:l2J44).
$ Per Sq Ft
or multiplier
Square Footage
or Bid Amount
Type of Constrnction
Paee I of 3
Curhside 5'
To Storm Sewer
Value
Date Calculated
Status
Iss u ed
225 Fifth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-3769 Inspection Line
Gara!!e/Misc
U VB Utilitv
Fee Description
Plan Review Residential
Total Amount Paid
Structural Review
Initial Review
Initial Review
Public Works Review
Structural Review
Planninl! Review,
Planning; Review
Structural Review
Structural Review
$37,72
I
CITY OF SPRINGFIELD
Building/Combination Permit
PERMIT NO: COM2009-00647
ISSUED: 06/04/2009
APPLIED: 05/11/2009
EXPIRES: l'2!i14/2009
VALUE: $:70,083.76
Total Value of Project
1,858.00
$70,083.76
$70,083.76
05/1212009
F"I>~ P";<u
Amount Paid
05/11/2009
05/1212009
05/12/2009
05/11/2009
05/14/2009
05/11/2009
06/02/2009
06/03/2009
06/03/2009
$120.09
$120.09
Date Paid
Plan Reviews I
05/12/2009
05/12/2009
05/14/2009
05/14/2009
05/18/2009
06/02/2009
06/03/2009
06/03/2009
APP
APP
APP
WE
WE
5/11/09
Receipt Number
2200900000000000510
NJM
LLH
"
Applican't submitted value of
$15,000 for new garage with mezz,
total 1858 square feet. ICC default
value places the structure at $70,083
value. I have added an additional
plan review fee and 'changed the
value to. ;eflect the minimum value
of this pr~ject.
t
Route storm to existing.
BJG
KLK
DDK
Left message for Shaun Hyland.
Plans as drawn do not meet
minimum setbacks or solar
requirements.
APP, DDK
Pa!!e 2 of 3
Solar iss~es resolved. Solar exempt
because of pre-existing shade from
trees along the north property line.
See copy of architect's letter as
attached ~ocument. Minimum rear
setback is 10'.
KLK
Waiting for Hyland to Provide,
Correct Site Plan. Setbacks for
Accessory, Building Changed.
WE
APP KLK
To Requestan inspection call the 24 hour recording at 726-3769. All inspections requested before 7:00
a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following
work day. ' ,
CITY OF SPRINGFIELD
Building/Combination Permit
Status
Issued
PERMIT NO: GOM2009-00647
ISSUED: 06/0412009
APPLIED: 05/11/2009
EXPIRES: 12/0412009
VALUE: $ 70,083.76
225 Fifth Street, Springfield, OR
541-726-3753 Phone
541-726-3676 Fax
541-726-37691nspection Line
Re/lllired Insnections I
Footing: After trenches are excavated.
Foundation: After forms are erected but prior to concrete placement.
Post and Beam: Prior to floor insulation or decking.
Sbear Wall Nailing: Before covering sheathing witb finish materials.
Framing Inspection: Prior to cover and after all rough in inspections have been approved.
Roof Sheathing
Final Building: After all required inspections have been requested and approved and the building is complete.
Storm Sewer Line: Prior to filling trench.
By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all
information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with
the Ordinances of the City of SpringIield and the Laws of the State of Oregon pertaining to the work described herein, and
that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety.
I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project.
I further agree to ensure that all required inspections are requested at the proper time, that each address is readable from the
street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all
times during construction.
.5d ~~
- ..d::.
Owner or Contractors Signature
h ILL/aq
Date
Paee 3 oD
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
SPAtNGF'UU.,O , "~d~, ;
i~~TITI~..
JIIli: _.' .,
City of Springfield Official Receipt
Development Services Department
Public Works Department
Job/Journal Number
COM2009-00647
COM2009-00647
COM2009-00647
COM2009,00647
COM2009-00647
COM2009-00647
COM2009-00647
COM2009-00647
Payments:
Type of Payment
Check
I
cRcceintl
RECEIPT #:
Date: 06/04/2009
1200900000000000616
Description
Plan Review Residential
Fire SF Fee - Residential
, Stonn Drainage Impervious Area
SDC Sanitary/Stonn Admin
Plan Review Minor - Planning
Building Pemit
+ 5% Technology Fee
+ 12% State Surcharge
Paid By
JOHN HYLAND
CONSTRUCTION, INC
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
61103
In ~erson
Payment Total:
,
page I of I
10:47:lIAM
Amount Due
248.80
92,90
779.85
38,99
119.00
567.52
34,33
68,10
$1,949,49
Amount Paid
$1,949.49
$1,949.49
6/4/2009
?roJ,#3,69b I HYLAND gHo?
e * M9TZI straT from baam to wall
back wl ?J frat' blo cklng lf roqu h'ed.
Fast€n sirap wlfull nallin6.
Locatc lnside or oul,sldc.
h&: GENERIC SHEAR WALL (amplrlaal declgn)
112" CDX or7t16 A9.g, Od@5" cdgad I 12" lntcrlara nallln6,
9l a ckl ng 19 ra qulr ad, Na II I n6 1ns7 act l o n 15 rcqulr cd.
(2)112"x10" AFc, HTT16 wl 59Tb16 ea. end,wherc ohown.
MMW1
w2 w2
SHE
tts t 1 ?$0$
ffixFtREs l?ro
Wx H
H
o.(' ,o.
W5
He
w5
He h\\1 N)
-lN$)\s
S&ss
F
z',?,
9TRAP
1. C514 at'ray fr.om rvall to nall at haader hcight"
2.baakwl ?-Xflat b'locklng lf rcqulrad.
S.Faatan atrap wlfull naillng @ and24" &?5A @ rrrllddlc,
4.Locatc lnoldc or outclda.
gxnla.3.lE? -l'{" tffru-
proJoot ffLAND Sl-lOP
ba.riionr 9PX.|NGF|ELO, 0n
drtc?lll0S VQ.196,99
HAL PFEITER?8,?.C.
6anutdn6 ErEirc
Bulty'lng Ooiga
(r4r) 6b5-{agl
4O W" l7th 6utDr A Euo.n, OR S74Ot
H
H
H
]'lUlx
shcar wall not, raquired"
lS" x 1O " footlng tt,/ (3) #4 bara
R/W window abovc
Doanuay & wlndow above
gW4 (mln.5'lon6)
I
o
R/W
f
I
N otk"E
(
Nata Ovcrex caval,c tootlngs for 991O' c ac raqulred,
rcdaSl$?r'-1,.0&rryox.
poJaotr IIYLAND gl"OP
looation: gfRlNGf lELD, OR
d*tar2llllOg yo' #$€.90
HAL PFEIFER7E,7.C,
Conruhln6 Engina
. Buildln6 Oari6n
w)6E.}4?57
.lO 1,Y. 17$ Ailh. A euB.n Ag, W4Al
H 9 = HD9 dnchorio 4X or (2) 2J ctuAc wl 9,3f92'O
fi = HTT16 anchor to 4X or {2} ?J atudc wl 951916
NOTE: Ux 0?112'5 $iarhcru w/ anohor balta
NOTE: apllcc alldoublo re? ?l*aa a mlnlmum 6''O"
d 1Aa @ S" olt craggard for 3 aa. elda af ca.Jolnt
?raj, #369& I HYLAND 1HOT
gHEARWALLS ttl1t1l2'CDXor7116O9/O,Oad,6"adgcct12"lnt'crlorcnalllng'
blocklngN0T ra4ulrcd. Nalllng inapccf'lon NOT raqulrcd'
Vz'rtO" Ab's@,4 ata,
tlfi:r 112" CDX or7t16 Oib, AA@9" cdges I 12" lnler[ora naillng'
Dlooklng l9 requlred. Nalllng ln*pacl'lon 19 raqulred'
112"x1O" Ag's@,4 olc,Hfi16 wl 919T916 ea' and' whcro ahown'
Staggar Tanal JalnB on (2) ll'doa of atudc'
Bbcfin6 i9 ruquhud. Nalllng lnc1acnlan 15 rcqulnad'
(3)5.18"x12" AD's.
(2) HDg wt 9i9TFi?,b aa, Gn{'wharc chown'
|N4l 1 lTu GDX or 7 116 ogo (z)sldas, 6d@|2" adgcc l 12,, lawrlorc nalllng'
Staggcr panal Jolnta an (2) cldas al ;tuda'
Back allJolnic d 4X
Flockln6lS rcqulrcd.
fi&mbor.
Nalllng lnspc'f.lon l9 ro4ulrcd.
(4)5/O"x1?'Ag'4.
(5) HDg wt 8$7A2O Q;a, and,whorc chomr'
*llnd chaar$rrll frootNo calllng'
9u W all ta f russ ConnaEt'lan Dctall
Saa Wallto Flaor Abow Conncct)onDcball
TEB
tra,71
l&.<y t?4,*
R/W = REINFORCED WINPOW (lnclda or outclde)
Ucag'f*ZttraP @ ctll and haadu {4 par wlndow)
Ccnt*r str'ra? on klng ctud.
black bahlnd strap wl 2x flat ao rc$d.
Faatan strapc dfu ll nalllng.
Teco hanger nallc may ba usaA ln llsu af cat'alog nalla'
gtrap @headcr only *&en c1eclfrcd @ doom*ayr'
m$rnn$ t1(,
NOTE: thaathlng to hp tha followln6
harlzontal fra m ing Joln)cl
Aotiom Tlato to rlm'Jolct'
'fop plata to rimirlti'
Boitom Plato it, mud alll"
Rlm-Jolut to mud till.N
lr
il
il
Iil
ll
il
ll
tl ilt
ll
il
ll
il
(
UgE FOR INTERIOR WALLS EXTENDIN G TLOOR TO CEILINO
ln;oses or raot framing-- '.\
5HEAR WAIL
2x4 #? DF blooking @ 16" alc wl
(2) A54 anglea eaah and wl (4)5}bx1'25 screwa eaahleg'
(2) gimpaon WC aliTa aa' bloak wl (a)906x 1'?;5 aarews in
' tbc borikom lag aJd (2) in each of thc (2) vertical olot's'
(2) 6impco nO1;C allTa ea't'ruaa wl (a)SOAx \?6 aorawain
' lhe battom leg and 12) in each of the (2) vcr$cal slauo'
truaaoa or root framlng{-'-=..\
HAL PTEIFER PE, P.C.
Conaultlng Englnrcr
Bulldlng Dcdgn
{*1)Obs4rts?
4O l{, 17rh 9ulte A Eugano6R 97{51
1S
{;.
E
tr.
FEB t 1 ?009
slrprnE$ l?ro
WALL TO TRU99 CONNECTION
?roleat't HYLAND gHOf
locattont 9fRli.l6F:ElP, OR
datezZtlltCrg ProJ'#5A93NSCALE: l!Q" = 1t'O" APPROX.
I IIIT
J
Seaond Floor Shear Wall (16' long):
1t2" COX or 7116 0go, bd@$" edgeo ! 1?;" int',arlora nalllng'
blo akln g 13 r e qulr ed. N a I I I n g ln ap ecll o n l0 r a qulr e d'
Extand shearwall floor tro oelllng'
geeWall to lruas Connecblon Detall
3}Ail4x5" ecrews @ 12" olo ohaggered
@ bottom Plat;e Na floor dack'
10,71.5
1Od naila @ 3" otc
Continuou e llmberahrand rlm boar d'
glmpoon A04'o @ max' 12" alc
19T FLOOR SHEAR WALL
(oee W4 opea'o)
WALL TO TLOOR ASOYE CONNECTION
0{p qS
rffi 1 1 ?0Bg
$frPrRE$ \Yto
s
9CALE:1/2" x 1'-O" APPROX.
NOTE: Sheathin g bo lap loha followlng
ha rlzo nt al f r a mlng J o i nts :
Broti,om Tlata to rim{olot'
Top plate to rim-Jolot.
HAL PFEITER PE, F.C.
Conculilng Englnccr
Dullding Daolgn
{*1}ob$4?57
&W.|tth gulte A Et'g':na s7101
yroJaat: H\ LA,I\P gHO"
locatlonz 9PRINGFIEI P, OR
datezLtllt2g 7ro)' #5690
frt ta -a,2[.ir,r7,
MTH EXPOSURE F
'o7 A59CA
PROJ. #3,690 / HYLANP 9HOT
HAL PFEITER ?8,?.C, 40W.1'7Th
ge
lw=
Va$O*
?s=
w
L
A
V=pXA
v--YlL
EU6ENE, OR
1.OO
1.OO
15..@
(541) 6O3-4i!57
1.OO
tao
15..64
wz
11.50
213..OO
5.3.22,"OO
280.94
1.OO
1.OO
14.10
wg
6.OO
ba4.oo
4,2s.6.44
o57.28
1.OO
roa
fi$a
w4
5.OA
449.AO
5,A75.70
1,O1*,74
tao
1.OO
&.14
w5
zo.oo
3,05.0O
4,3,0o.50
?15..O3
$.64 15.60 fi.14 11.50 A.1A
P6=0 x lw x
wlll l/cntlficetJor #
tcn4th of chcar wall
trlbut'ary arca ol wrad loadlng
lot l 6hGar on lvall
unit ahaar Pcr ft' of rall
ffi
42,$O
xa.oo
3,3,22.W
78.1b
511.21
9.9..O6
-16.16
COXotOSA
8d@6"
1l?-tlOA0's@.4
M
$.oa
4l.oo
o.59
1,296.70
2,49.9.60
L4gb.e1
-lW.11
lt?.xl0AA'a@4
w5.71
1E,2.A6
156.OO
CD.Xotf.gb
8A@3"
ll0xlOAF.s@,4
w?
$.aa
p.50
1.45
4,746,06
2A46.60
1,467.41
9,279.*9
HTN6
99ril6
as shawn
1b5.1b
91.59
765.O9
{?)caxofi5o
bd@5"
(S)5lbx\ZAO'a
w5
b.20
*.50
1.82
7,O10,n
1,465.44
o79.26
6,931.51
HD9
551p20
214,94
107.47
9A7.27
{z)cDxofi9o
od@2"
(4jblOx1ZAO's
w4
9.ZO
4,50
2.O4
lf,172.90
1,719.52
1,CI51.71
9,341.19
(5)Hpe
,eT?20
17?..2&
b6.14
120.o9
COXotOgO
bd@d
ll?;rlo.Ag'c@,4
w5
15..OO
1S.50
o.?7
$,wb.oo
1,97b.24
b26.94
2,481.15
HTN6
561b16
I \*r&.
v*rtlcal d*ad load aloag rall / fr. DLV
daaA loil taotorad tor fdotlon pLY X .5 X '6
ntB unlt thear Pcrft- of nnll not'v
ut,ll matsrhl (v)
nallln6 (v)
anchorbollc rctll (not v)
rhaarwall hclght H
dlclanaabcwacaanchora L'
vull trt)a H/L'
rc^ctlaa at anahor R=V(H/L)
daadloaA al, raaa$lon PLO
facnorad dcadload ALO X'ffi
ncbtclcttona1-ond R net
enchorago
st
FtB I I 200$
ExprREs Yp
note: N-17('16 qa] rita?lea fiay be loeA h fieu al bd nailo @ 75?- ot rc4d' a?aalng
SHEATHINoT 1t2"C0X or rat,ed7l16" O9O ',htg,
or1l2" Oab eldlngwl 16" olc el'uda
natai reaarnmcnded mlnlmum 4 olo anchor bolt epaolng
ANGHoR $Q||=1[2,,x10" A,F.,9 / glLL= ao?.T,tlF t zg,E.ttx2x1.$3 =74€,#lboltteillTlabe l gourca = ol NP9
AHCHOR 1OLT -112"X1O" A.F.'9 T =95O# (rb[1912'21
t951t4'Xfi"@'12" Z * ?& x 1.35 = 319*
N
I
)
PROJ. #r,69O / HYLAND 1HA?
HAL PFEITER ?8,?,C. 40W,'I7bh EU6ENE OR
1.20
a.7a
o.56
6,60
o.103
Z1
19,919,O3
1,441,6?
gEE WND
gEEwlNO
5EE }VIHD
z1
rnlaa.
froor
walla
lnilwalle
aoftl?. ?ool
unit wt.
nla
o.10
a.60
5.50
15.'13
area
nla
3,52.0O
tJ54..OO
3,40.CIo
1,926..CIo
total
11,2:04.46
810.&6
5EE ffNO
gEE wlND
5EEffNO
75
y,tt.
o.ao
2,851.20
11"&44.44
1, 14,OO
?.6,2O0.54
41,497.5O
u909>>
H
L'
H/L'
R*Y(H/L)
pLo
oLox.47
R nei
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9EI9MIC CATEGORY D
sEtSMrC DE9l6N
ohcar wall hcl6ht
dLrra cr*w'si^ enchorc
wall retlo
rsaai)an atrnchor
Acadbad ar rsacdoa
tto/.oraddcr,d lod (.6' "?x,ffi1
nctre,Iailon gtaad
r,nchoragc
ado =Zt,FaOE R'=
Y = (1.2 9dd I R\W 1.25de I R=
wall l/cnliflcation r* W
lanqth ofahcarrafl L
tributarywcl6htotloadlng ffi
tofrl 6hcrr on wall .7V-Wt xf
unli ahcar pcrfl of wall v=YlL
va*)oal dcadloadalongwall I (t. DLV
rall natcrlal (v)
nailin6 (v)
anchorbolts raq'd (n6t v)
{*1)683-4257
zFa
*9o
*2l5FaOE
(pfttwool umlla)
72
21,570.95
1,561.66
gEEffNP
gEEwlN9
gEE t4/tNO
72
73 Z4 75
ft,a34.41
b70.92
6EE MNO
5sE WNp
gEEwlND
7-5
lb,?s9.11
1,3.21.40
5EE I{INO
5EE WTND
gEEwlNP
24
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rffi 1 1 1$$$
il$tRms &fi,a
gEE WND 6EE I,VIND 5EE WNP 5EE WINP 5EE l{lNp
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