HomeMy WebLinkAboutPermit Building 1997-03-28OTTOF
EPFIXGFIELE'
RESIDENTIAI. PER}'IT APPI.ICATION
CITY OF SPRINGFIEI]D
COMMI'NITY SERVICES DIVISION
BUILDING SAFETY
Page 1
ilob Number: 971558
225 North Fi-fth Street
Springfield, OR 97477
Location of Proposed Work: 2525 31ST ST
Assessors t"tap #: L702L934
Lot: Block:
Office:
Inspection Line:
726 -37 59
725 -37 69
Tax Lot #: 00300
Subdivision:
Owner: MEAD
Address: 2525 31ST STREET
Describe Work: GARAGE
phone #:
city/state/zip: SPRINGFIELD, OREGON 97478
NEW
QUAD AREA: 5RNC
-- OFFICE USE --
LAND USE: 1111
To requesE an inspection, call the 24 hour recording aL 726-3759.
A11 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.
--- REQUIRED INSPECTIONS ---
ITNDERFLOOR PLITI{BING - Prior to insul-aLion or decking.
FOTNDATfON - After forms are erected but, prior to concrete placement.
ROUGH ELECTRICAL - Prior to cover.
ROUGH PLITMBING - Prior to cover.
ROUGH MECHAI'IICAL - Prior to cover.
SHEAR WALL NAILING - Before covering sheathing with finish materials.
FF-A.IIING - Prior to cover.
INSUTATION - Ffoor; prior to decking Wa1l/Ceiling; Prior to cover
DRYWATL - Prior to taping.
FINAL PLITMBING - When all plumbing work is complete.
FINAL MECIIANICAL - When all mechanical- work is complete.
FINAL ELECTRICAL - When al-l- electrical work is complet.e.
FINAL BUILDING - When all required inspections have been approved and
the buiLding is complete.
Lot Faces: W
Solar Approved: Y
Total- Height.: 22 Setbk From NPL: 500
IEem
Main
Garage
GARAGE/BARN/OFFTCE
Total- Va1ue
Building Permit Fee
Surcharge/aamin
TOTAL FEE
--- BUILDING PERMIT ---
Square Feet x $/Square Feet Value
0.00
0.00
50, 000 . o0
50, 000 . 00
283
22
00
64
(A)305.54
PIJIIMBTNG PERMIT ---
ftem
Fixtures
Plumbing Permit
Surcharge/Admin
4
Fee
40.00
40.00
3 .20
TOTAL EHARGE (c)43.20
SPFIi.GFIELD
h,
ilob Nr:rnber: 971558
dTTOF
Page 2
--- MECHANICAL PERMIT ---
1Vent Fan
SPACE HEATERS (2)
Mechanical PermiL
Issuance
Surcharge/admin
TOTAL PERMIT
3.00
5.00
(D)
15.00
l_0.00
L.20
26.20
--- !{ISCELLAI{EOUS PERMITS
Surcharge/aamin
CITY SDC
BWOP PENALTY
U
203
283
00
13
00
(E)486.13
(Excluding Electrical )
unless otherwiEe noted
--- TOTAI. A}TOI'NT DUE ---
(A, B, C, D, and E combined)851.17
.-- BUILDING VAI.UE, PI.A}iI CHECK AT{D BUII,DING PERMIT ---
This permit is granted on the express condition that the said construction
shalt, in aIl respects, conform to the Ordinance adopted by the City of
Springfield, including the Development Code, regulating the construction and
use of buildings, and may be suspended or revoked at any time upon violation
of any provisions of said ordinances.
PLan Check Fee: 183.95 Date Paid:
Received By:
Plans Reviewed By: DON MOORE Date:
Building Site Reviewed By: LISA HOPPER
LO /2e / e7
02/27/ee
ReceipL Number:. 27858
--. ADDITIONAL COMMEI{TS ---
SEPARATE ELECTRICAL PERM]T ]S REQUIRED
HEATED AREAS OF STRUCT. SIALL COMPLY W/ COMMERCIAL INSULATION REQUIREMENTS
By signature, I atate 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 cerEify that any and all work performed
shal1 be done in accordance with the ordinances of the City of Springfield,
and the Laws of the State of Oregon pertaining to the work described herein,
and that NO OCCUPAIICY will be made of any structure without permission of the
Community Services Division, Building Safety. I further cert.ify that only
conLractors and employees who are in compliance with ORS 701.055 wil-l- be
used on this project.
I further agree to ensure that all reguired inspecEions are requested at the
proper time, that each address is readable from the street, that the permit
card is ]ocated at Lhe front of the property, and the approved set of plans
will remain on the siue at all times during construction.
3-.€5-?r
Signature Date
TOTAL MISCELLAI{EOUS PERMITS
SPFIXGFIELEt
Job Number: 971558
qTT OF SPruNGFTEID, ONEGON
Page 3
Receipt Number:
Date Paid:
Amount Received:
Received By:
--- VATIDATION ---
Z?2r4
s/z r/>a
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JoB N0. ql I s58
ATTACHMENT A
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE
WORKSHEET
NAME OR COMPANY 1"1 e on
LOCATION Zq LE 3l s'T 3'T
DEVELOPMENT TYPE G*rta ae
BUILDiNG SiZE SIZ F SQ. Ft
1. SIORM DRAII\]AG[
IMPERVIOUS SO FT 85a x $0.225 PER SQ. FT $ tq3,4G
2. SANITARY SEi^lER-CITY pnrr^f6 S<pr,c {vlrtn
NO OF PFU'S x $.16.86 PER PFU S #
(See Reverse Side;
3. IRANSPORTATiON
NO OF UNITS X TRIP RATE X COSI PER TRIP
x $472 49 $eX
SAN ITARY S E,^JEP. - MI/iMC
X
X
x $472 49
x $472.49
5
4
MI^IMC CRIDIT IF APPLICABLE (SEE REVERSE)
5. ADMINISIRATIVE FEIS
BASE CHARGE (SUBTOIAL ABOVE) X .05
I
$
PER FEU + $10 MI,.JMC/ADM FEE $-a
$ q,\6,7
NO. OF FIU'S X
$
TOTAL-Mt^lMC SDC $
SUBTOTAL (ADD ITEMS 1,2,3 & 4)$ lq3,+L
SDC Coordi nator
Date:)l- t -n7
TOIAL SDC $ 2C3,17
t "\ I vtrL vtrr t v'-tr-\'\'r-'a I lvlY I F\lJLr-. l\umoer or New Frxtul-es x Unlt Equivalent = Fixture gnits(NorE: For remoders, calcuiate on, ^ie NET additionar fixtures)
- -rYrYq's'It --
FIXTURE TYPE
Bathtub......
Drinking Fountain....
Floor Drain,............
lnlerceptors For Grease/Oil/So1idsiEtc.................
lnterceptors For Sand/Auto Washi8tc.................
Laundry Tub/Clotheswasher.
Clotheswasher - 3 Or More.....
Mobile Home Park Trap ('l per Trailer).................
Receptor For Refrigerator/Water Station/Etc........
Receptor For Commercial Sink,,DishwasheriEtc..
Shower, Single Stall...
Shower, Gan9.........
Sink: Bar, Commercial, Resider-rtial Kitchen...........
Urinai, Stall/Wall...
Wash Basini Lavatory, Single..
Toilet, Pubiic lnstallation.
Toilet, Private.......
Misceilaneous:
NUMBER OF
NEW FIXTURES
TOTAL FiXTURE UNITS
UNIT
EOUIVALENT
FIXTURE
UNITS
adeIH
2
1
2
3
6
2
6
o
1
a
3
2
i
2
2
1
b
4
CREDIT CALCULATION TABLE: Based on assessed value. lf rmprovements occurred after annexation date in table.calculate credits rates
Credit for Parcel or Land Only lf Applicable
lmprovement (if after annexation date)
XS
(Rate X Assessed Value)
X$
(Rate X Assessed Value)
Year
Annexed
Rate per S1,000
Assessed Value
Year
Annexed
Rate per $1,COO
Assessed Value
1979 or before
1 980
1 981
1 982
1 983
't 984
1 985
1 986
$ 3.97
3.89
3.83
3.70
3.55
3.39
3.20
2.91
1 987
1 988
1 989
1 990
1 991
1 992
1 993
1 994
1 995
't996
vz.co
2"17
1.73
1.31
0.92
o.74
o.61
0.45
0.31
o.17
RUNOFF COEFFICIENTS FOR STORM DRAINAGE
(For Estimating Purposes Only)
Resioeniiai...............
Commerical..............
lndustrial...
Governmental...........
0.4
0.9
05
0.5
lMPERVlous AREA = TorAL Lor stzE x RUNOFF coEFFtctENT
CREDIT TOTAL = $
- -IIIIII Q0Y{(Lflu 6 $10({H ,^
ARCHITECTURE AND PLANNING
LAND USE AND INTERIORS
March 20, 1998
Mr. Donald Moore
Plans Examiner
City of Springfield
Development Services/Publ ic Works
225 Fifth Street
Springfield, Oregon 97 477
RE: Mead Barn
Dear Don:
I am in receipt of the attached drawing from you by fax today. Up have requested that I provide
the missing dimension on this drawing anO tfris letter attesting to the correctness of that
dimension.
I hereby attest (to the best of my knowledge) to the correctness of this dimension based on the
following.
. The scale overlay drawing of the wetland zone that you have provided me.
. My field notes establishing locations of existing structures using the West property line
and center line of Yolanda as reference points'
. Measurements executed by the Contractor and myself in the field.
I will assume that a permit can be issued to Koala Construction for this project on Monday,
March 23, 1998. Thank you for your assistance in this matter.
Very t'r'u!y ycurs,
CROWCLAY & ASSOCIATES INC.
r)€&*l,YlSteven L. Clay,
Principal
BAI.
l6t6
OF
cc Mr and Mrs. Melvin Mead
Koala Construction
SLC/taj/97320mor.01
PoRTLAND, OREGoN . Coos Bay, OREGoN . EUREKA, CALtFoRNtA
125 W. CENTRAL AVENUE, SurE 4OO, Coos BAy. OR 91420, (541) 269-9388, FAx (541) 267-61g7
AssocIATEs: CHRIS DEFFERDING AND DAVID A, PIERCE
MEMBERS AMERTCAN lNsTtrurE oF ARCHTTECTS
crowcloy@horborside.com
L.
L
0J,,30i 98 lE : E1 OEr.)J 728 368S
101
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MOTT Cynthia L
From:
To;
Cc:
Subject:
Date:
MOTT Cynthia L
OBERST Mel F
MOTT Gregory S
FW: 2525 31st Street
Thursday, March 19, 1998 2:18PM
Mel, I am being pressured by bldg staff for information on this one. I know Mott has been busy. I need to
know what specifically I need for review of a building permit for an area that has a wetlands which is not
delineated and if someone is willing to say that their proposal is an agricultural building when it clearly has
an office, bathroom, RV parking, etc.
Thanks.
From: MOTT Cynthia L
To: MOTT Gregory S
Subject: FW: 2525 31st Street
Date: Tuesday, March 17, 1998 1 :- 3PM
I could really use some advice on this one, thanks!
-t--------
From: MOTT Cynthia L
To: PUENT David J; MOTT Gregory S
Subject: 2525 31st Street
Date: Thursday, March 05, 1998 4:15PM
I again have the building plans to review for the subject property.
ln looking through the plans, it appears as if I'm still lacking the information lrequested the first go around.
I still don't know the height or square footage of the residence in relation to the height/square footage of
the accessory structure.
ldon't have a plot plan that shows the location of the proposed (constructed) accessory structure and the
wetlands which have not been delineated on the property. I understand from other planners that the
building will need to be a minimum of 20' from the wetlands. Mott is this the case.
Dave, you said that you were going to consider this a non-farm agricultural building. I don't know what
this is but in looking at their building plans they are definitely building a garage/office/restroom which
makes this, development code standards an accessory structure, not an agricultural building. The
agricultural structures listed in the definition of accessory structures says "...such as but not limited to
barns, silos, hay sheds, drying sheds and greenhouses..." ldon't think we could make the stretch that a
bathroom/garage/office is similar to a barn, silo, hayshed or the other items listed.
Please advise and I'll review it tomorrow.
Please advise. I know they have already built this without permits.
4[Oo ffiatt( i n@4 ok '/a< ,kilf
htdlWl /rlfi4?+V@) oK - lil- aSA$f
Page 1
.IIrIII o0\Y/ftfllJ 6 {fl00fll{f ,,,(
ARCHITECTURE AND PLANNING
LAND USE AND INTERIORS
March 18, 1998
Mr. Donald Moore
Development Services Department
Building Safety Division
City of Springfield
225 Fifth Street
Springfield, Oregon 97477
RE: Mr. and Mrs. Melvin Mead Barn
Project No.97320
City Job No. 971558
Dear Mr. Moore
I am responding to your plans review on behalf of Mr. and Mrs. Melvin Mead, Owner of the
subject project. I will answer each of your items listed individually:
Item 1:The electrical grounding system specified here has been installed by
the electrical contractor. This was verified by me with the general
contractor on site approximately one month ago. An electrical permit
has already been issued for this job and I believe inspection of this
item has been done in the progress of construction.
Item 2:An approved sill plate sealer has been installed at all exterior walls in
the building. The sill sealer used was a closed cellfoam-type, slightly
Rei"rower than the plate dlmension, Any vvsl1= noted in this item which
are not underlain with this type of sealer will be sealed using a bead
of sealant at the intersection of the plate and slab at both sides of the
plate.
Item 3:Table 402.2 specifies the minimum compressive strength of concrete
based on the weathering potential expected for the type or location of
concrete construction. !n this case, the barn floor slab weathering
potential is negligible which allows 2500 psi concrete to be used. lt
should also be noted that this table is specific to garage floor slabs
and makes no mention of barn floor slabs. ln any case, the
Contractor used 3500 psi concrete.
PoRTLAND, OaEGoN . Coos Bav. OREGoN . Euire<a, CALtFoaNtA
125 W. CENTRAL AVENUE, SurE 400. Coos BAy, OR 97420, (541) 269-9388, FAx (S4t) 267-6187
ASSoCIAIES: CHRIS DEFFERDING AND DAVID A. PIERCE
MEMBERS AMERIcAN INSTITUTE oF ARCHITECIS
crowcloy@horborside.com
Mr. Donald Moore
March 18, 1998
Page 2
Items 4 and 5: As noted on the floor plans, the finished floor in the barn is elevated
a minimum of 1'-0" above adjacent grade. This will allow a minimum
of 6" clearance between finish grade and all untreated wood materials
and allow for the grade to fall away from the foundation walls at a
minimum of 6" within the first 10'.
Items 6 and 7:Despite the fact that, in our professional opinion, the prescriptive
standarcis (when applied to ihis barn; constittite substantiai over-
design, I believe it is in my clients' best interests that full compliance
be accomplished as you have indicated on the floor plan. The
contractor will be instructed to add blocking in selected areas at
horizontal unblocked edges, two (2) interior braced wall panels
installed and minimum 1800 pound rated holddown pairs installed at
all of the altemate brace panel locations shown on your plans review
drawing. I have enclosed specification data showing an alternate to
the holddowns your prescriptive standard suggests.
Item 8:At your suggestion, I contacted Harold Atiyeh at the State of Oregon,
Plans Review Division, and asked him to give a succinct answer on
whether or not a sewage disposal drain for an R. V. was acceptable
inside a building. After several hours of research and consideration,
Salem decided that because the R. V. sewer system does not meet
state code, dumping from it into a receptacle would classify that
receptacle as a "sewer disposal system" instead of a "sanitary
drainage system". The sewer disposal system then (by state code)
must be a minimum of 5' outside the building. Therefore, the Owner
will have three options to consider:
a. To cap off and cover up this drain location.
b. At a later time, install a priming line from the sink location to
the drain location and use the drain location as a floor drain.
c. Relocate the sewage dump to a location 5' outside of the
building.
Item 9:Flashing has been installed at exterior window and door openings.
Reference Details 1112,412 and 5/3.
The bathroom exhaust vent shown in the bathroom will be ducted to
the exterior through the east wall near the wood storage area.
Item 10:
Mr. Donald Moore
March 18, 1998
Page 3
a
a
Item 11:
Item 12:The Owner will be deciding to do one of the following
The toilet to be installed will be 1.6 gallons per flush and the lavatory
will be rated at2.5 gallons per minute.
lnstall a 45 degree limit thermostat on the single unit heater
currently specified and install R-19 insulation in the roof joists
with a vapor barrier fiame spreaci rating of 25, OR
lnstall insulated closure at the opening between the shop and
the main volume, insulation on door #7 and insulate the ceiling,
leaving the heater and thermostat as specified, OR
a
Eliminate the unit heater and thermostat entirely
Item 13:GFI protection will be provided at exterior waterproof outlets and
interior outlets, excepting those in the office.
Item 14:Joists above the office and storage area will support a total live and
dead load of 66 and 95 pounds per square inch, respectively.
Structural calculations are enclosed.
On the basis of this information above, we respectfully request immediate issuance of a
building permit to the project contractor, Koala Construction. We would appreciate your
confirmation of the permit's availability by telephone and/or fax upon receipt of this letter.
Once again thank you for your cooperation
Very truly yours,
CROWCLAY & ASSOCIATES INC.
L ,
Steven L. Clay, A. l. A
Principal
SLC/ljal97320sp9.01
cc: Mr. and Mrs. Melvin Mead
Koala Construction
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FO U f\ DATI O N -TO -STIgD
CONNECTIONS.!
HTf22
f\e
Typical HWTT1BT
Stud-to-Concrete
lnstallation
Add Blocking
To Counteract
Horizontal
Forces
with
(See page
MATEBIAL: HTT-1 1 gauge; HWTT & HDA-see table
FINISH: Galvanized, HWTT and HD14A-Simpson gray paint'
TNSTALLATION: r Use all specified fasteners.
. HWfis must be used in Pairs.
r Bolt holes shall be a minimum ol 1/ez" 1o a maximum ol 1/16" larger
than the bolt diameter (per 1991 NDS, section B 1'2'1 )'
r Standard washers or bearrng plates are required on stud bolts
opposite the HDA holdown.
r See SSTB Anchor Bolts for anchorage options. The design engineer
may speciiy any allernate anchorage calculated to resist the tension
load for Your sPecific job.
t To tie double 2x members together, the designer musl determine
the tasteners required to bind members to acl as one unit without
splitting the wood.
coDES: BOCA, |CBC, SBCCT I'tcs. NER-393, NER-469; City ct L.A. Nos.
RR 24818, 251 5S (all codes are for HD2A, HDSA, HDBA, HD10A)'
Detlection at highest allowable design load: The deflection of a holdown
measured betvreen the anchor bolt and the strap porlion of the holdown
when loaded to the maximum altowable load listed in the catalog table'
other movement in a holdown system are excluded from this measurement
(slip between the holdown and the stud is not part ot this deflection)'
MODEL
N0.MATL L
FASTENERS ALLOWABLE LOADS
ANCHOR
BOLT BOLT USED AS
HOLDOWN
USED AS
PURLIN
ANCHOB
HWfi127 3ga 1 13/a Tq 3h 2055 41 60
HWfil87 3ga 183t6 3/a "/t 2055 41 60
1.Loads have been increased 33%
lor wind or earthquake Ioading
with no further increase allowed.
2. HWfi1 87 paired with HWTT127
in purlin anchor application
has a load of 3800 lbs.
3. Purlin must be 372" or wider ior the
full allowable load. Reduce allowable
loads per the code for smaller purlins.
4.Holdown studs must be 11t2" min.
3. The designer must specify anchor bolt type,
length and embedment or use a SSTB20
embedded 16" with a load of 4600 lbs or a
#5x1 6 embedded 1 2" with Epoxy-Tie for a
I
Typical HDsA lnstallation
with Epoxy. Washers are
not required at base.
U.S. Patent
5,467,570
'l.Allowable loads are based on the lower
the 1991 NDS lastenei values or the
ultimate load on a steel test jig divided by 2.5.
2. Do not install HTT tension ties raised ofl
lhe mudsill,load of 4040 lbs,
4. Minimum stud lhickness @
l.Allowable loads are based on the lower of (a) the bolt values in accordance 4. HB is the required minimum distance lrom the end of the stud to the center of
with the NDS, and (b) the ultimate load on a steel test jig divided by 2.5. the first stud bolt hole. End distance may be increased as necessary for installation.
2.Allowable loads have been increased 33% lor wind or earthquake loading 5,The anchor embedment and configuration must be specified. See SSTB Anchor Bolts.
with no ,urther increase allowed; reduce where other loads govern. 6. Lag bolts will not develop the listed loads.
3.The wood member must be sized lor lhe load-carrying capacity at the 7. Holdowns installed raised otl the mudsill may have larger deflection values.
critical net section, reducing the gross seclion area for holes or other
removed wood as specilied in the code.
0
FASTENERSDIMENSIONS ALLOWABLE
UPLIFI
LOADS
(133)
OEFLECIION
AT HIGHEST
ALLOWABLE
DESIGN
LOAD
ANCHOR
BOLTS NAILS
4
AVG
ULT
UPLFT
MODEL
N0.w L
0.087Tr"n,32-1 6d SINKEHS [31s0 5250Hfi22
MODEL
N0.
MATERIAL DIMENSIONS FASTENERS
AVG
ULT
ALL.WABLE ,-g1ggr (i 33)HOLDOWN
DEFLECTION
AT HIGHEST
ALLOWABLE
DESIGN LOAD
BASE
GA
BODY
GA HBI SB w H B SO CL ANCHR
DIA
STUD
BOLTS
LENGTH OF BOLT 3'5,6
IN VERTICAL WOOD MEMBER
OTY DIA 1V2 2Vz 3 31/z SVt
HD2A 7 12 41/z 21/z 21/z o 25/e 1/q 11/z -/8 ,8 12150 1 555 2055 2565 2775 2775 2760 0.058
HD5A 2 10 51/c 334a 93/a 31/z 1/z 21Aa 5/a or 3/a I '/a 20767 1 870 2485 3095 3705 401 0 3980 0.067
HD6A Te 7 634a 3Vz 31/a 111/rc 37Aa s4a 21/rc 7/s 2 7/B 27333 2275 2985 3685 4405 51 00 551 0 0.041
HDsA "/B 7 634o 31/z 31/s 143/g 37/s -/16 21As 7/6 3 7a 28667 3220 4350 541 5 6465 7460 791 0 0.11 1
HDlOA -/B 7 63/rc 31/z 31/a 17r8 37Aa '/16 214e 7/E 7/B 28667 3945 5540 6935 831 0 1 0425 9900 0.269
HD14A Ya 3 7 4 31/z cdg/,-35/a 5/o 234a 1 4 1 51 233 11080 1 3380 0.215
12
ll-ol
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lll o
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BASE MATEBIAL ALLOWABLE TENSION LOAD
Item
Concrete
Grout-lilled
Concrete
Block
Hollow
Concrete
Block
Solid
Brick
Hollow
Brick
500 lbs
or Less
500 to
2000 lbs
2000 lbs
or Greater
Wedge-Allril
Sleeve-Allil ***
Drop-ln
Expansion Screw Anchor *
Machine Screw Anchor
Lag Screw Expansion Shield
Leadwood Screw Anchor
Mascru *-
Plastic Screw Anchor f
Vinyl Screw Anchor ++
NailonrM
Spring Wing Toggle Bolt
Hollow Wall Anchors
BASE MATERIAL
Plywood and
Drywall
DATrr / MECHANICAL ANCHORS
Sleeve AllrM
,w-e
Size
(inch)
Allowable Loads (lbs)
f 'c = 40fi) psi
Tension Shear
1/o 770 690
Ts 1470 1170
,/z 1 920 1 385
'/s 2930 2380
3625 200E
Tie Mechanical Anchor Selection Table
Note: Many building codes require special
conditions for the installation of anchors used
to make structural connections. Consult the
local building authority to assure compliance
with applicable building codes.
uLtte
Allowable Tension and
Shear Loads (lbs)
CMU
Size
(inches)
Head
Style
Tension Shear Tension Shear
,4 Acorn
Head 145 190 325 375
"/te 230 caq 425 500
,8 240 380 600 750
,/Z 260 380 1 175 1 300
'/a 260 380 1 475 2500
t4
Hex
Head
260 380 2300 3750
,/,i45 1S0 325
5/ta 230 275 425 500
,8
Flat
Head
240 380 600 750
th 260 380 325 375
3/B
Round
Head
t 260 Q80 600 750
Allowable Tension & Shear
Loads (lbs)
fb = 2000 psi fb=4000psi
Size
(inch)
Tension Shear Tension Shear
340 570 6801/t 570
3/e 510 1 160 880 1 160
1/z 940 1750 1 600 1750
c78 )1540 2350 2?60 2350
r6h3h eoon vd 3990
?/a 1 eed 5600 /uao 5600
1 3930 \ s63o / szzo 5630
\eo/1 1/q 3930 5770 9800
11
(
C
t
,
fb=3000psi
u/t
t3
OREGO'VCITY OF
SPFl. JFIELO
4uq ft/*
225 FIFTH STREET
SPRINGFIELD, OR 97477
(541) 726_3753
FAX(541) 726-368e
D EV E LOP M ENT S ERW C ES DE PARTM E NT
March 13, 1998
Steven L. Clay
CROW/CLAY & ASSOCIATES
Architecture and Planning
125 West Central Avenue, Suite 400
Coos Bay, OR 97420
Dear Mr. Clay:
Enclosed is a copy of the drawings for the MEAD RESIDENCE BARN with my plan review comments
marked in red. A few of the items will require yourattention; particularly the proposed heaters in the
uninsulated portion of the building, wind/earthquake bracing and the RV dump station in the building slab.
With regard to the bracing, the prescriptive method of bracing, which is rnarked on the plan drawing, nlay
not be achievable due to the fact that the building is already constructed. The alternate brace panels
required by the prescriptive method require special tie-down anchors. The Code allows engineered brace
wall calculations to be submitted that will indicate how the building walls will adequately resist wind
and/or earthquake loads. This information will be helpful in facilitating our approval of the structure.
The RV dump station as drawn will not meet State requirements. Recreational vehicle dump stations or
drain connections are not permitted within buildings. The floor fixture shown for that purpose must be
located outside the building. and must be modified to include a trap and a vent.
Please refer to comment No.l2 regarding the insulation requirements for heaters in this type building.
Please note that the entire building must be insulated or the heating system must be restricted to frost
protection only with modified insulation requirements.
Please submit the requested information to my attention at your earliest convenience.
Sincerely,
Don Moore
Construction Representative/Plans Examiner
dm
Enclosure: I
cc: Dave Puent, Building Official
h,
iIOB ADDRESS: 2525 31st St.
OUINER: Mel-vin Mead
CONTR.JA,CTOR:
CITY OF SPRINGFIEI.D
Development Services Department
Building Safety Division
Residential PIan Review
CITYiIOB# z 971558
PHONE: 343-9363
PHONE:
1_
Items listed bel-ow are incorporated into this project in
addition to any requirements appearing on the construction
p1ans. A corresponding number will be marked on your plans
where applicable.
A1I references are to the 1995 Oregon State One and Two Family
Dwelling Specialty Code, (a995 CABO One and Two Family Dwelling
Code as amended by the State of Oregon, and l-991- Dwelling
Requirements of the Uniform Plumbing Code as amended ) unless
noted otherwise. A copy of this code may be obtained from the
Building Tech BooksLore, Inc., 8020 S.W. Cirrus Dr. Beaverton,
Oregon 97008-5985.
Your signature on the Building Permit is an agreement that all
items circled herein will be installed or corrected, and that
all work on this project wil-1 comply with applicable codes.
EIJECTRICAL GROI'NDING REQUIRED IN NEW FOIINDATIONS:
On new construction, a #4 concrete reinforcing-bar electrode
at least. 20' in length shall be installed horizontally at or
near the bott.om of the concrete footing at the location of
permanent service entrance. A second bar, at least a/2 in
diameter. shall be stubbed up a minimum of 12 j-nches above
the floor plate line near the service entrance panel location.
The stubbed up rod or bar shall- bend horizontally and attach
to the reinforcing bar el-ectrode with a minimum L2" Iap.
(ao: .4, NEC 250- 82 (C) .
INSPECTION OF THE GROIIIIDING ELECTRODE SYSTEM INSTATLATION IS
REQUTRED PRrOR TO PLACTNG OF CONCRETE FOR THE FOITNDATTON
Provide an approved si11 plate sealer at all office, restroom
and st.orage room perimeter wal-Is separating these areas from
untempered areas. The sealant shal-1 be installed between the
slab and the waII sill p1ate. (APP.E-401.4).
Porches, carport slabs and concrete steps exposed to the
weather, and garage f loor slabs shal-l- have a minimum
compressive strength of 3000 psi. Concrete ilbatchil tripticket.s to be made available upon request.. (Table 402 .2) .
2
3
Garage floor or carport to slope to the
door.
main vehicle entry
(R-30e.3)
At
5
6
Provide
and all-
a minimum of 6t of cl-earance between
untreaLed wood materials. (INCLUDING
finished grade
S]D]NG)(R-322.a) .
7
The grade away from foundation wal-Is shal-l- fal-l- a minimum of
6" within the first 10'. When restricted by 1ot 1ines, drains
or other approved means shal-1 be provided to ensure positive
drainage. (R-401.3).
Provide for adequate bracing of the front garage wal1 and
similar waII panels by use of the ALTERNATE BRACED WALL method
or PORTAL FRAME met.hod shown on t.he attached shear panel
drawings, or by an alternate engineered method which is
acceptable to this jurisdiction. submit proposed alternate
engineered methods to this office for approval prior t.o
placing foundation concrete. (R-602.9)
Provide standard braced waII panels at the locat.ions indicated
by trBPrr on the floor plans
Standard EXTERIOR "Braced WaII" panels shall provide
standard anchor bolt and plywood nailing patterns, and
such braced panels shall- extend t.o the f l-oor or roof deck
above. Standard exterior braced waII p anels SHALL NOT BE
LESS THAN 4' IN LENGTH AND HAVE A MAXIMUM HEIGHT-TO-WIDTH
RATIO NOT TO EXCEED 2.5 TO 1
Standard INTERIOR "Braced WaI1" panels shal-l- extend from
the floor below to the roof deck above as shown in the
attached drawings titled "BRACED INTERIOR WALL".
fnLerior braced walIs SHALL NOT BE LESS THAN EIGHT FEET
LONG WITH GYPSUM BOARD ON ONE S]DE ONLY, AND NOT LESS
THAN FOUR FEET LONG FOR GYPSUM BOARD APPL]ED TO BOTH
SIDES W]THOUT INTERRUPTION, UNLESS LONGER LENGTHS ARE
SHOWN ON THE PLANS. Such braced waII panels shall besupport.ed on f oundat ion wall-s , or by f loor beams or
double f loor j oist.s directly under the braced wal-l- .Support blocking shall be instal-l-ed in a similar manner
between joists and beams were braced wall-s areperpendicular to the floor system. (R-602.9)
Plywood shear walls sha1l have a1l- panel edges blocked(horizontally and vertically) and shal1 be attached along
al-l- panel edges to framing members with fasteners at
approved int.ervals.
The RV dump stations are not permitt.ed to be instal_Ied withinbuildings. The dump station may be l-ocated outside thebuilding when it. is installed in accordance with the at.tachedinf ormation sheet titl-ed " SEWAGE DrsposAl, FACTLf ry', .
8
9
Coordinate this requirement with the City Plumbing Inspector.
Pl-ease note that the State Buil-ding Codes Division has advised
that an RV may not be permanently connected to a sanitary
drain for the purpose of using the RV in a fixed location.
Recreational Vehicl-es are licensed for recreational use only
and are not intended for permanent occupancy of any kind. The
only exception is when a temporary use is allowed for a
documented medical hardship situation and a permj-t. for that
purpose is obtained from this office.
Flashing is required at exterior window and door openings and
locations noted on p1ans. (R-708.4) .
10. Bathroom exhaust f ans shal-l- be vented to outside air.
(R-303.3)
11.New plumbing fixtures shall- meet thefor maximum water flow:Toilets - 1,.5 gallons per flush
Shower heads - 2.5 gaf. per minute
following requirements
fnterior faucets - 2.5gallons per minute.
(P-e15) .
L2.Space heaters shal-I not be installed in the open equipmentstorage area or other areas which do not comply with theinsulation requirements of the Oregon Energy Conservation
Code.EXCEPTION: Heaters may be instal-Ied for freezeprevention when such heaters are not. capable of heating
t.he space to a temperat.ure above 45 degrees F. and whena t.emperature-limiting thermostat which cannot. be setabove 45 Degrees is instal-l-ed with the unit (s) .Roof/ceiling assemblies and windows must meet theprescriptive requirements for Zone 1 in Tabl-e 13-F.
(OSSC Sec.1312 exception 1.1 and Table 3-F)
13.
L4.
Ground Fault Circuit Interrupter protection shall be provldedin receptacles located in bathrooms, hydromassage bathtubs,garages (except dedicated appliance circuits), crawl_ spaces /basements , outside (where there is direct access to grade),
and within six feet. of any sink. (R-4402).
If joists above the office area are to be used to support
f l-oor loads |agfi/s.f .) t.he joists must be #1 grade material- tospan 1-2 ft. between supports with a spacing of 16rro.c.
-,IIIII Q0\{^LfltJ 6 trfl0(Hl{f rn(
ARCHITECTURE AND PLANNING
LAND USE AND INTERIORS
November 24,1997
Ms. Cindie Mott
City of Springfield
Planning Department
225 Fifth Street
Spi'lngfield, Oregon 97477
RE Mr. and Mrs. Melvin Mead
Residence Barn
Project No. 97320
Dear Cindie:
Thank you for the time you spent with me this morning discussing this project by telephone.
As I diicussed with you then, I am writing this letter to clarify issues which affect your
planning review for this Project.
This project is scheduled for two phases. The first phase is the construction of a barn as
shown ih tne drawings from our firm dated September 1997. Construction is scheduled
to begin immediately on this phase. Schematic design has been completed on the second
pnas6 which includes additions to the existing house which will be constructed concurrent
with or following the construction of the barn.
It is our contention that this barn structure should not be considered as an accessory
structure but instead qualifies as an agriculture structure as stated in the Zoning Ordinance
definitions. As an agricultural structure, it is exempt from the special use standards of tne
underlying zoning district as it is located on a parcel of nearly five (5) acres'
The history of this propefty, I believe, is relevant to land use considerations. Since 1949,
this property has
'been
continuously owned by the O'Brien family. Claude and Jessie
O'Brien'purthased the property and constructed a house and agricultural structures in
1g4g. The agricultural structures were used for raising rabbits, poultry and other farm
products grown on the site. The full scale operations of the ranch were discontinued in
tgOg at Ciaude O'Brien's death and, since that time, his widow Jessie had several of the
agricultural buildings removed as they fell into disrepair. Most recently, the Springfield Fire
DLpartment burned the last of the buildings which we estimate totaled nearly 5,000 sq ft
and were located on the site which will be occupied by the proposed barn. At her death,
PoRTLAND, OaEcoN . Coos BAy, OaEGoN . EunExa, CALtFoaNtA
125 W, CENTRAL AVENUE, SutrE 400, Coos BAy, OR 97420, (S4t) 269-9388, FAX (541) 267-6187
AssocrATEs: CHRIS DEFFERDTNG AND DAVTD A. ptERCE
MEMBERS AMERICAN INSTITUTE OF ARCHIIECTS
crowcloy@horborside com
Ms. Cindie Mott
November 24, 1997
Page 2
Jessie O'Brien willed the property to Carol O'Brien Mead. Mel and Carol Mead are
responsible for the construction projects proposed which are intended to enhance and
rejuvenate the agricultural operations begun in 1949.
Since Jessie O'Brien's death earlier this year, the Meads have moved onto the site and
perpetuated the agricultural activities historic to the site. A visit to the site would allow you
to witness the tree, flower and berry crops and the pasture area where horses were kept
this summer. The Meads recently completed their harvest and drying of walnuts in
preparation for sale of this product. The site also boasts a vineyard, vegetable garden and
a suhstantial vvetland rvhich has hecome a local bird sanctuary. lt is our position that the
uses of the pasture adjacent to the proposed barn as well as the cultivation of these crops
and their impact on the building use easily qualifies this structure as an agriculture
structure/barn.
Looking at the plans for the structure, you can see the design is intended to closely
repticate a classic barn design, even to small details such as the cupola and weather vane
as well as the installation of a Jackson Fork under the pent eave in the primary elevation.
The uses contemplated for the building interior are as follows:
Shop and Equipment Storage: This space will be used for storage of smaller
motorized and non-motorized farm and maintenance equipment and to provide
space for repairs to equipment and structures on the site.
a
a Main Volume: The main section of the building (roughly 21' x 42') has been
designed so it will accommodate larger farm implements and/or vehicles,
temporary storage of harvest or housing of livestock and/or feed storage. Larger
maintenance projects or product drying may also be accomplished in this area.
Storage: This area will be used for general storage
Office: The office will be used for the operations of the ranch and is deliberately
separated from the primary residence/structure.
For the reasons stated above, we feel this barn structure qualifies as an agricultural
structure and, therefore, the height and area are not a factor. lt is interesting to note,
however, that the primary dwelling will become larger than this barn structure when the
Phase 2 addition has been completed.
Your final concern was that of the barn's proximity to the wetlands. The Meads are very
concerned that this structure not encroach in any way on the wetlands. ln fact, Mr. Mead
has recently initiated correspondence with landowners upland of this wetland to cease and
a
a
Ms. Cindie Mott
November 24,1997
Page 3
desist with development or operations which are the cause of recent substantial silt
deposits in this weiland. lt is our understanding that the preliminary (or final) delineation
of inat wetland has been accomplished by the City of Springfield. Ribbons placed by city
staff are still visible at the perimeter of the wetland. Placement of the barn structure will
not encroach on this area and will maintain the minimum 10' setback which is required from
the welands area. We would appreciate continued cooperation from your department in
verifying the edge of the wetland prior to the final staking for the new barn structure.
Thank you in advance for your expeditious review of this material. lf you have any
questions at all. l.woulci appreciate it if you would contact myself or Mr:. Mel tvlead who can
be reached at (541) 343-9363. Please advise us of your determinations at the very
earliest time possible as the contract for construction will not be executed until clearance
from your Department is received.
Very truly yours,
CROWCLAY & ASSOCIATES INC.
4^ttV,
Steven L. Clay,
Principal
SLC/ljal97320mo1.01
Mr. and Mrs. Melvin Mead
Mrs. Heather Donahue
cc:
RESIDENTIALpEnnar APPLIcATIoN
lnspectlons: 726'3769
Ofllce: 726'3759
JOB NUMBER
225 Fifth Street
Sprlngfleld, Oregon 97477
9Y
ql t s =<
A.re,*4t
LOCATION OF PROPOSED WORK:
ASSESSORS MAP:
LOT
b oO
SUBDIVISION: -
To request an tnspectlon, you musr cail 726-3769. TnlsffiQ{b$AypeHbg.All lnspectlons requested before 7:00 a'm. wlll be
made the same worklng day, lnspectlons requested af ter 7:OO a.m. wlil'bd-made the followlng work day.
REOUIRED INSPECTIONS
I Temnorary Electrlc
Slte lnspectlon - To be made
after excavatlon, but Prlor to
settlng forms.
UndErslab Plumblngl Electrlcal /
Mechanlcal - Prlor to cover'
Footlng - After trenches are
excavated.
Masonry - Steel locatlon, bond
beams, groutlng.
Foundatlon - After forms are
erected but prlor to concrete
placement.
Underground Plumblng - Prior
to fllllng trench.
Underlloor Plumblng / Mechanlcal
- Prlor to lnsulatlon or clecklng.
Post and Beam - Prlor to floor
lnsulatlon or decklng.
Rough Mechanlcal - Prlor to
cover.
Rough Electrical - Prior to
cover,
Electrical Service - Must be
approved to obtaln permanent
electrlcal power.
Flreplace - Prlor to faclng
materlals and traming lnsp.
Framlng - Prlor to cover.
Wall/Celling lnsulatlon - Prlor to
cover.
I-l Drywall - Prlor to taplng
Wood Stove - After lnstallatlon.
Flnal Plumbing - When all
plumblng worl( ls complete.
Flnal Electrlcal - When all
electrical work ls complete.
Final Mechanlcal - When all
mechanlcal work ls complete.
Final Buildlng - When all
requlred lnspectlons have been
approved and building is
completed.
Other
MOBILE HOME INSPECTIONS
Plumbing Connectlons - When
home has been connected to
water and sewer.
Electrlcal Cgnnection - When
blocking, set-up, and plumbing
lnspections have been approved
and the home is connected to
the servlce panel.
Final - After all required
inspections are approved andporches, skirtlng, decks, and
ventlng have been lnstalled.
E
tl
E
tl
MSanttary Sewer - Prior to filling
,)+trench.
Floor lnsulatlon - Prlor to
decking.
Slorm Sewer - Prior to filllng
trench.
Water Llne - Prlor to filling
trench.
Rough Plumbing - Prlor to
cover.
lnsert - After flreplace approval
and lnstallatlon oI unlt.
Curlrcut & Alrproaclr - After
forms are erected but prior to
placement of concrete.
Sidewalk & Drlveway - After
excavation ls complete, forms
and sub-base material in place.
[--l fence - When ccf,tpleted
Street Trees - When all requlred
trees are planted.
PHONE:
ZIP:STATE:
367
4t)D
OWNER:
ADDRESS:
CITY:
DEMOLISH OTHER
MECHANICAL:
ADDRESS
I
EXPIRES A PHONE
CONTRACTOR'S NAME
DESGRIBE WORK:
PLUMBING:
GENERAL:
CONST,
CONTRACTOR ''
NEw F< REMODEL ADDITION
H EAr soUH&PEEMIISHAILEXPIF E I F THEd&OR[env n ear
RANGE: tlTHOnlZeO UruOfn mlS PERMTE&0{0C. FoorAGE:
- oFFICE USE -
LAND USE:FLOOD PLAIN:
ZONING CODE:
OUAD AREA:
r OF BLDGS:
WATER HEATER:
OCCY GROUP:
r OF STORIES:
# OF UNITS: __.-
coNSrR.hlOtlCH: r oF BDRMS:
-) r)1 cL or>\
E
tI
tl
E
E
E
fl
E
l-_l Blocking and Set.Up - When ail
-
blocklng ls complete.
tlE
ffi
t,r"
Lot faces
Lot sg. ftg.
Lot coverage
Topography
Total hetght
Lot Type
-
lnterior
--
Corner
-
Panhandle i
-
Cul-de-sac
ks
PL.HSE GAR ACc
N
s
E
i lS THE PR OPOSED WORK IN THE ".HISTOR
ICAL DISTRICT, OR ONTHE HI STORICAL REGISTER?
lf yes, thls appllcailon must be slgned
1nd approved by the HtstoilcatCoordinator prlor to permit issuance.
APPROVED:
BUILDING PERMIT
VALUE
(A)
so. FT. x $/sQ. FT.ITEM
Main
Garage
Carport
Total Value
Building permit Fee
State Surcharge
Total Fee
This permit is granted on the express condiilon that the saidconstruction shall, ln all respecis, "rri.i.'i""tne Ordlnanceadopted bv the city
. 9f spiinstreiJ, inctudtng theDevelopment code. regurating in" """"-"ti,]"tion ano ,se otbuildings, and may be suspended or revoked at any tlmeupon viotation of any provisions or saiJ'JrJinances.
Date
Plan s Reviewed By
B U L D N G LU E NLA c EH c KDANUBLDNPGREMIT
Receive<j By:
Plan Check Fee:
Date Paid:
Receipt Number:
ELOPMENT CHARGE (SDC)
(B)
SYSTEMS DEV Systems Develop
properties withln
,ment Charge is due on all undeveloped
the City limits which are being improved.
ITEM
Fixtures
Resldential Bath(s)
Sanitary Sewer
Water
Storm Sewer
Moblle Home
PLUMBING PERMIT
FT. 50
FEE
N.
FT.
FI
2'l(c)
1x-f .7s- h t. e{
Plumblng Permlt
State Surcharge .l O.03
Total Charge
ADDITIONAL COMMENTS
- ri )'^,
Wood Stove/ lnsert/Flreplace Unit
Dryer Vent
MECHANTCAL PERMIT
(D)
N0
Mechanical Permit
lssuance
State Surcharge
Total Permit
Furnace
Exhaust Hood
Vent Fan
By slgnature, r state and agree, that r have carefuily examrnedthe completed application and do hereby cerilfy that alllnformation hereon is true ancl correct, and I f urther cerilfythat any and all work performed shall be done in accordancewith the Ordinances of the City of Sprlngfield, and the Lawsof the State of Oregon perlalnlng to the work descrlbedherein, and that NO OCCUPANCy wiil be made of anystructure wlthout perrnission of the Bulldlrlg Safety Divislon.I further certify that only contractors and employees whoare in compllance with ORS 7O1.O5S wlil be used on thlsproiect.
I further agree to ensure that all requlred inspections are
requested at the proper ilme, that each address ls readable
from the street, that the permlt card ls located at the frontof the property, and the approved set of plans will remaln
lgnature LX"
I times cirtri con the site tion.
MISCELLANEOUS PERMITS
Moblle Home
State lssuance
State Surcharge
Sidewalk
-
ft
Curbcut
-
ft
Demolition
State Surcharge
Total Miscellaneous Permits (E)
TOTAL AMOUNT DUE (excludlng electricat)
(A, B, C, q and E Comblned)
at )\t -
RECEIVED BY
AMOUNT RECEIVF.D I d
DATE PAID
VALIDATION:
RECEIPT NUMBER
-)- q1
OREGONC'TY OF SPR
SPFI ,FIELO
Nev Residential-Single or
Multi-FamilY Per dwelling unit.
Service Included:Items Cost
1. LOCATION
i2 (i ,{S
OF INSTALLATION
AI 3i
1oC
JOB DESCRIPTION
2. CONItsASTOR INSTALI..ATION ONLY
Electrical Contractor
Address
Ci la{C phone X3737/l L
Supervisor License Number 34 t2- (
Expi ra t i oa oatJD*/- r?16
Constr Contr. Number
4-/ -
1 6741
Expiration Date
of I Electrician
L
s Name /,4 .".d
Ls i..)s5-
Ci s (Phone
r
225
SPPJNGFIELD, oREGON
INSPECTION REQTIEST:
OFFICE: 726-3759
{726-3769
A
Permits are non-transferable and expire
if vork is not started vithin 180 days
oi it"u.nce or if vork is suspended for
180 days.
1000 sq.ft. or less
Each additional 500
sq. ft or Portion
thereof
Each Manuf'd Home- or
Modular Dvelling
Service or Feeder
B. Services or Feeders
200 amps or less
201 amps to 400 amPs
-
401 amps to 600 amPS I
601 amps to 1000 amPs-
0ver L000 amPs/vo1ts
-
Reconnect 0n1Y
C
Woo
40.00
5s.00
80.00
ee ilBr aEoE
I $ gs.oo
I g 1s.oo
$ 40.00
Sumwo
/s 00
I1o.,n hc-t- t I' t Installation, Alterations
h/";1 lu< or Relocation:
s s0.00
s 60.00
$100.00
s130.00
s300.00
s 40.00
$
$
s
s
Temporary Services or Feeders
Installaiion, Alteration or Relocation
OVNER INSTALI.,ATION
The installation is being made on
property I ovn vhich is not intended
for sale, lease or rent.
Orners Signature:
200 amps''or less
201 amps to 400 amPs
-Over 401 to 600 amPs
Over 600 amps or 1OOO voT[s
D. Branch Circuits
Nev, Alteration or Extension Per Panel
One Circuit $ 35.00
Each Additional
Circuit or vith Service
or Feeder Permit
-
S 2'00
E. Miscellaneous (Service/feeder not included)
-Each installation
Pump or irrigation
Sign/0ut1ine Lighting-
Limited Energy/Res
Limited EnergY/Comm
SUBTOTAL OF ABOVE
5Z State Surcharge
3Z Admini.strative Fee
TOTAL
$ 40.00
$ 40.00
$ 20.00
s 36.00
5 0
DATE:
RBCETVED
o
/a l*