HomeMy WebLinkAboutPermit Building 2001-1-22
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I Job# 01-00050-01 I
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Page 1 'of 2
TRANS#:01-0004280
DATE:JAN 22 2001
AMT RECD:2 $ 16.50
CHANGE:
CASHIER: 061
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CITY OF SPRINGFIELD, OREGON
COMMERCIAL PERMIT
City Of Springfield
Community Services Division
Building Safety
Job Number: 01-00050-01
225 North Fifth Street
Springfield, OR 97477
Office: 726-3759
Inspection Line: 726-3769
Location Of Proposed Site: 655 A St Spr
Assessors Map#: 17033531
Lot: Block:
Addition:
Tax Lot #: 04300
Subdivision:
Owner:
William Ratcliff
90686 Georgetown Rd
Phone Number: 541-935-0634
City/State/Zip: Junction Cily, OR 97448
Alteration Value: $450
Address:
Scope Of Work: Commercial
inslall window
Contractor Type
General Conlr
Contractor
Empire Concrele Cutting Inc
1484 Cheek St, Springfield, OR
97477-1617
Registration #
51754
Expiration Date
10/16/2001
Phone
541-746-8818
Office Use
Land Use: # Of Buildings:
Zoning Code: Occupancy Group:
Bedrooms: Heat Source:
Range: ATTENT'ON:C.~.91f.o!>~~g~ql.!lres '.'oU to
TOIIOW rUle:: aaoptee; )" the Orecon Utility
To request an inspection call the 24 hour recording at 726-3769. I\lblIjl,9p.~~!l9!13tE~,g!!.E!~I~f!J>~f~(!j?;'p'0; S9t forth
a.m. will be made the same working day, inspections requested alllil,'7cOO,a:m'Owill.bemade.lhe.f0110wing 2 001'
. Vh.,oJ..,I- VI V\JIVLlllvu~ll\J"nr1;j:::l - ...
workIng day. 0090. You may obtain copies of the rules by
R . d I t' "''':lllil.I,+h~,...n.nt..,.- .,\I......t.,..". ~!-.....~......I......L-.___
,eqUlre nspec Ions' _ .. - -- -r'd'
I B 'Id' "llipberfor1hsOrGgoll utility Notification
. UI Ing I Center is 1-80G-332-2344).
- PrIor to cover.
- When all required inspections have been approved and Ihe building is complete.
Quad Area:
# Of Units:
Constr. Type:
Water Heater:
Framing
Final Building
Construction Types:
Occupancy Groups:
# Of Buildings:
# Of Bedrooms:
Handicap Access? 0
iArea (Sq. Feet)
I Main: Accessory:
NOTIC!=: . __
# Of Stories: Height (feet):
Tf:!IS PFFiM'T 'hJlIl
Current Units: Prollosed UtJits:.LEXPIRE IFll-fEWORK
Census Code: Does not apply.<\UTHORIZED UNDER THIS PERMIT IS NOT
COMMENCED OR IS ABANDONED FOR
Total: ANY 180 DAY PERIOD.
.
Fee
Building Permit
State Surcharge For Building Permit
Building Administrative Fee
Total Building
Grand Total
Plan Check Type
Checked By
Job# 01-00050-01
Paid On Receipt#
Buildinq
01/22/2001 4280
01/22/2001 4280
01/22/2001 4280
Date Completed
Comment
.
Page 2 of 2
Value/Quantity
Fee Amount
450
$15.00
$1.05
$.45
$16.50
$16.50
Structural-C/I/P Lorne Pleger 01/22/2001
By signature, I state and agree that I have carefully examined the completed applicalion and do
hereby certify that all information herein is true and correct, and I further certify that any and all work
performed shall be done in accordance with Ihe Ordinances of the City of Springfield and the Laws of
the State of Oregon. I further state that only contractors and employees who are in compliance with
ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are
requested at the proper time, that the project address is readable from the street, that the permit card
is located at the front of the property, and the approved sel of plans will remain on the site at all limes
durin,~onstruction. ()
/, ,1l--'. ./ /(:&1
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1/ ?_2./n I
Date
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KEA TING
ENGINEERING
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188"M;ST B ST. - BlDGP
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FAX (541) 72&m6
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I ISSUE DATE
I PROJECT NO:
I PROJECT
NMlE
I rf'ROJECT
OESCRlPTION
I DESIGN LOADS
I CODES
1/19/01
CALCUlATED:
S. KEATING
OH)S
CHECKED BY
SK
REVISIONS:
SPRINGFIELD PROFESSIONAL BUILDING
.
LATERAL LOAD EVALUATION FOR INSTALLATION OF NEW CUT OPNING IN
EXISTING MASONRY WALL
SEISMIC lONE 3 CONST TYPE
WIND LOAD 80 MPH IMPORTANCE
FACTOR
ROOF SNOW 25 PSF MIN DURATION
FACTOR
SOIL BEARING 1000 PSF PASSIVE
RESTRAINT
FLOOR LIVE SO FLOOR DEAD
ROOF LIVE (SNOW LD) ROOF DEAD
WALL LIVE 0 WALL DEAD LOAD
1991 OREGON STRUCTURAl.. SPECIALTY CODE
ST"'-TE Of OREGON PLUMSING SPECIALTY CODE
STATE OF OREGON MECHANICAL SPEClALTYCODE
IIN
1.15
NIA
'0
15
70
OCCUPAM:Y F.'
WINO B
EXPOSURE
ACTlVE 30 I :;/SC
PRESSURES NlSC
FLOOR POINT 1000
COLlATERAl. OPSF
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JOB: 01.05 DATE: 01.17-01
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Keatin9 Engineering LLC-188 West B Street. Building p. Springfield. Oregon 97477. P(541)726-9995. F (541)7.6-9996 E~Ii\i':j,,!i..\b.\},o/1llmsncom
;ROJECT SPRINGFID PROFESSIONAL BUILDING .
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JOB: 01.05
DATE: 01.17-01
Side view of existing building indicating
projected area and general arrangement of
overhang
Area of building proposed for window
installation marked
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Keating Engineering LLC - 188 West B Street. Building P - Springfield, Oregon 97477 - P(541)726-9995 - F (541)72()"9996 - email: keatinoena((j)msn.com
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PROJECT SPRINGF& PROFESSIONAL BUILDING
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Keatir,g Engineering LLC - 188 Wesl B Slreel. Building P - Springfield. Oregon 97477 - P(541)726-9995 -- F (541)726-9996 - email: keatinaeno...rnsn.com
Project:
.
JAY RATCLIFF
SPRINGFIELD PROF. BLDG
SPRINGFIELD. OREGON
SEISMIC LATERAL FO~
ZONE 3 APPLICATIONS FOR BASE SHEAR
AND EQUIPMENT SUPPORT PER OSSC 16 IV
BASE SHEAR V=(;VIW/K I wnere 1= (;t(n,)." and (;t' 0.02
. maximum V=2.5CaIW/R Cv= 0.84
minimum 0.11 Calw R= 5.50
1= 1.00
Ca= 0.36
SHEAR LOADING
roof area
overhang area
top floor perimeter wall
top floor interior wall
top floor area
included live load
special
lower floor perimeter wall
lower floor interior wall
lower floor area
included live load
special loads
base Ivl fir perimeter wall
base level fir interior wall j
base floor area I
included live load'
special loads I
5900 sq ft
1100 sqft
300 If
400 If
4800 sq ft
o Ibs
U Ibs
4800 If
400 If
4800 sq ft
o Ibs
o Ibs
o If
o If
o sq ft
o Ibs
o Ibs
o
SIMPLIFIED Fx=3.0CaWilr for ea story=rO.1963641W
BASE SHEAR
LATERAL Fpde5=apCalplRp(1 +3hxihr)= I
FORCE ON FpMAX = 4.0CalpWp = I
COMPONENTS FpMIN = 0.7 CalpWp = I
AND Fpused
EQUIPMENT
0.2250 Wp
1.4400 Wp
0.2520 Wp
0.252 Wp
V design=
Vmax=
Vmim=
Vused=
T=
U./o11 W
o. ;636 W
0.0396 W
U.lo;jo W
0.2"032 sec
roof diaphragm weight 15 psf
overhang weight 10 psf
exterior wall weight 70 psf
interior wall weight ~ psf
floor diaphragm weighl ....J.Q Ibs
special load weights 0 psf
included live load ---u psf
top floor height ~ ft
lower floor height ....J.Q ft
base floor height 0 ft
Page:
Dale:
Proi no:
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,,'. 'i.lJ'
..;uvvv
01/10
0:>-04
roof height -ZT ft
top floDr height ---:;0 ft
lower floor height ---0 ft
base floor height ---0 ft
shear to roof diaphragm 18262 Ibs
shear to top floor diaphraglT\ ~5849 ~
,hear to lower floor diaphragm 91456' Ibs
shear to base level diaphragm' 91456 Ibs
shear to roof diaphragm I
shear to top floor diaphragm
shear to lower floor diaphragm
shear to base level diaohraqm
where ap= 2.50
hx=~
h,= ~
Rp = 4.00
21914' Ibs
67019 Ibs
109748 Ibs
109748 Ibs
_ (..l':'r......-'.
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Keatin ngineering LLC Title: SPRINGFIE OFESSIONAL BUILD IN Job # 01-05
188 West B Street _ Buildin9 P Dsgnr: S KEATING Date: 8:32AM. 19 JAN 01
Description: CUTTING OF SHEAR WALL TO INSERT NEW
Springfield, Oregon 97477 WINDOW, EVALUATING REMAINING WALLS
(541) 726-9995 fax (541) 726-9996 Scope: SOUTH LOWER WALL EVALUATION FOR
WWW: KEATINGENGINEERING.Cm WIND/SEISMIC
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U-_"~"'O"",V"S.'.',"."".l"'.~." asonry ler Ana ysis & Design. age J
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Description sheatr wall evaluation for springfield professional building to verify additional wall
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I General Information
""'''^'''''''~~';.T~~iT';te';;rF;;~';''
Seismic Zone
Load Duration Factor
I Shear Pier Data
"',;...""'>>:'.<"w<,'>>,~"-"-;.;-,,,;;,,,v;,"',.;,"""~_"',"""','<_""'"_;
Pier Height
Pier Length
Wan Thickness
"j" : Depth Mull.
Pier Fixity
fm
Fs
Sp Insp
Grout Spacing
! Analysis Data
Height/Length
(HIL)^3
Rei. Defl
Sum Rigidity
Rigidity = .001/Defl
% Force to Pier
Shear to Pier
Relative Defl . 10^5
M / (V"Depth)
1:::!~T:~i!!,:::::::::::~1
Shear Reinforcing...
fv=V/(12'est'jd)
Fv: w/o Reinf.
Fv: wI Reinf.
Hortz. Shear Av Req'd
Bending Reinforcing...
Moment @ End
"d- to tension As
Bending As Req'd
",'.'.-;;.;;,,;;~,;:;.-;.~>.v.'x_w;,,_~_,;:"'_
Calculations are designed to 1997 use Requi..........,.:.... il
'-__'_"''<'__;'h'''v._''''''_''<0>-:<.,='''v''''''"_,_,~"",~,:_,.,,,.<--",.,',"v.,"""",'......,.,,=;..:'w;~,._._'.;,.. .',.;;;:.\.!,
Moduli: Em = fm . 750.00
ModuU: Ev = fm' 0.40
""":':""''''"''''.'-'''''''-''~,".''-';\,;;,';;~:',;~'.
27.75 k
3
1.33
,\;::,.;;:',:~;;;;;;-;."".~:;;~";;-;
--''<P:;;-#1:'''W>:;-'-:''''<'-~;<O:''<''''''''pi;~ -#~i'--"-:-'>"';'-'>"';-:-~'"
7.00ft 7.00 ft
12.00 ft 4.66 ft
8in 8 in
0.90 0.90
Fix-Foe Fix-Fix
1.500 psi 1,500 psi
24.000 psi 24,000 psi
No No
32io 32 in
.....,...J
'_~';f'-:("-h;::;-~
Pier #4
7.00ft
7.33 fi
8in
0.90
Fix-Fix
1,500 psi
24,000 psi
No
32in
-:-"<<-,:,'''':<,''',,->.~;:,,.'_v.'''_''''{.'~__
Pier #3
7.00 ft
10.00ft
8in
0.90
Fix-Fix
1,500 psi
24.000 psi
No
32 in
"':"'~~-"''':--'::'''-;''':-''-'.'''''-'.-','
Pier #S
7.00 ft
4.00 ft
8 in
0.90
Fix-Fix
1.500 psi
24.000 psi
No
32 in
f,;
t,;
Pier #1
0.5833
0.1985
145.8554
21.70
6.856
0.32
8.768 k
14.59 in
0292
"....,~V~"N"N.'"W~'_.""'N'___y'~,__.__.,~
Pier#S
1.7500
5.3594
438.0955
,-,<",~'__",.'"^",,",n''''''''-''
Pier #2
L502t
3.3895
375.9131
Pier #3
0.7000
0.3430
175.0381
Pier #4
0.9550
0.8709
238.8417
2.660 5.713 4.187 2283
0.12 026 0.19 0.11
3.402 k 7.306 k 5.354 k 2.919 k
37.59 in 17.50 in 23.88 in 43.81 in
0.751 0.350 0.477 0.875
Pier #1 Pier #2 Pier #3 Pier #4 Pier #5
20.71 psi 20.69 psi 20.71 psi 20.71 psi 20.69 psi
31.84 psi 27.89 psi 31.34 psi 3024 psi 26.83 psi
47.75 psi 41.84 psi 47,00 psi 45.36 psi 4024 psi
Not Req'd in^21ft Not Req'd in^2/ft Not Req'd In^2/ft Not Req'd In^21ft Not Req'd m^2tft
30.69 k-ft 11.91 k-ft 25.57 k-ft 18.74 k-ft 10.22 k-ft
~ 4.19ft 9.00 ft 6.60 ft 3.60 ft
~r 0.09 in2 0.09 in2 0.09 in2 0.09 in2
(1):l:I~
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Rt'!': 51030ll
v....:](\o'.()W4I06.Vt:fS.l.3.22..lwr-1999.V0a32
l(ll98~9'ilENtRCAl.C
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Tille: SPRINGFIEeOFESSIONAL BUILDIN Job # 01.05
Dsgnr: S KEATING Date: 8:33AM. 19 JAN 01
Description: CUTTING OF SHEAR WALL TO INSERT NEW
WINDOW. EVALUATING REMAINING WALLS
SOUTH LOWER WALL EVALUATION FOR
WIND/SEISMIC
Keatin.gineering LLC
188 West B Street - Buiiding P
Springfield, Oregon 97477
(541) 726-9995 fax (541) 726-9996 scope:
WWW: KEA TINGENGINEERlNG.CO'
Page lJ!
(::'.<.(:\0 1.0S.KW:C:r.!cl,ll:r.tior.::o :~
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shear wall evaluation for springfield professional building to consider existing conditions
Description
I General Information
'''-'''^''~''';T~~fL~t;;;rF~7~;=''~M-''NJ'^,''';'
Seismic Zone
Load Duration Factor
I Shear Pier Data
Masonry Pier Analysis & Design
"..w.<""'_"-~"'''''_''. "",',...'__;._,o""'w"-'.'_"w;';:
27.75 k
3
1.33
Pier Height
Pier Length
Wall Thickness
"j" : Depth Mutt.
Pier Fixity
fm
Fs
Sp Insp
Grout Spacing
,-:w:-;;~".:,;,;,:<""",,<-:,:,,,w,,,_~,,~;;..,*-,,. '_,'_-;;"'-':'_:_'_~'.'"
Pier #1
7.00fl
12.00ft
Bin
0.90
Fix-Fix
1 ,500 psi
24.000 psi
No
32 in
Pier #2
7.00 fl
12.66 fl
8in
0.90
Fix-Fix
1,500 psi
24.000 psi
No
32 in
i Analysis Data
w
(;(.".
HeighVlength
(H1L)^3
Rel.Defl
Sum Rigidity
Rigidity = .001/Defl
% Force to Pier
Shear to Pier
Relative Defl . 10^S
M I (\rDepth)
..:~,~~~:~:.::':::~~:::]
Shear Reinforcing...
fv=V/(12"est"jd)
Fv: w/o Reinf.
Fv: wI Reinf.
Hofiz. Shear Av Req'd
Bending Reinforcing...
Moment @ End
"d" to tension As
Bending As Req'd
.-,..""",----.-':."...
Pier #1
0.5833
0.1985
145.8554
26.27
6.656
0.26
7 .242 k
14.59 in
0.292
Pier #2
0.5529
0.1690
138.2494
7.233
0.28
7.640 k
13.82 in
0.276
,__ ~aJ~ulation~ are_d~ig~ _to _1__~_97~~C ReqUireme~~,~
~.'"...~M;;d;;iCE;;;.;f~...... .....Mi50.00._...~_.~._. .,
Moduli: Ev = fm " 0.40
':''<<='''';';;;~''{'''':-'';''W.<--
Pier #4
7.00fl
7.33ft
Bin
0.90.
Fix-Fix
1,5(JOpsi
24,000 psi
No
32 in
Pier #3
7.00 ft
10.00 ft
Bin
0.90
Fix-Fix
1.500 psi
24,000 psi
No
32 in
~
;-:-;:-:-,-:<=.",,,:;-;,;:-;;-:,.,,,.,,.:,,,;:,;-;:;,,,"';';::;;x;<~,'i,~:~W,~X-~_"X~'-~
Pier #5
7.00 ft
4.00 ft
8in
0.90
Fix-Fix
1.500 psi
24,000 psi
No
32 in
Pier #3
0.7000
0.3430
175.0381
jl
,._.' ,"","__:_'_'_",,^_,__,"^,,^,..__~,'._._',,_wu.~,'._.,..~,u.'^~'''.,wm~''''''_".'dc''-'''''''''.'' ,'__h.1
Pier #4 Pier #5
0.9550 1.7500
0.8709 5.3594
238.8417 438.0955
5.713
022
6.034 k
17.50 in
0.350
4.187
0.16
4.422 k
23.B8 in
0.477
2.283
0.09
2.411 k
43.81 in
0.875
Pier #1 Pier #2 Pier #3 Pier #4 Pier#S
17.11 psi 17.11 psi 17.10 psi 17.10 psi 17.08 psi
31.84 psi 31.97 psi 31.34 psi 30.24 psi 26.83 psi
47.75 psi 47.95 psi 47.00 psi 45.36 psi 40.24 psi
Not Req'd in^21ft Not Req'd in^21ft Not Req'd in^21ft Not Req'd in^21ft Not Req'd in^2/ft
25.35 k-ft 26.74 k-ft 21.12 k-ft 15.48 k-ft 8.44 k-ft
10.80ft 11.39 ft 9.00 ft 6.60ft 3.60 ft
0.07 in2 ~k 0.07 in2 0.07 in2 0.07 in2
-,
Of~ ~-V
<