HomeMy WebLinkAboutPermit Plumbing 1996-3-26
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COMMERCIAL/INDUSTR(:"
PERMIT APPLICATION'
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JOB NUMBER fJ6Cf1Cf2..
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225 Fifth Street, Springfield, Oregon 97477
INSPECTION LINE: 726-3769
OFFICE: 726.3759
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ASSESSORS MAP: J 7 rJ '3 2- 7
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CITY: SPFID
LOCATION OF PROPOSED WORK:
STATE:
TAX LOT: CJ S e, <::rD
PHONE: ~ 81!3'cJ..g<i"7
WfY>f 7l/h-IIZ 7(/7
01:.. z,P:Q7'177
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DESCRIPTIO~F WORK:
NEW vi REMODEL
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, e1 J ~.A/Lri~l?thL
ADDITION / DEMOLISH
OTHER,
VALUE:
NAME
ADDRESS
PHONE
ARCHITECT:
CONTRACTOR'S NAME
ADDRESS
CONST.
CONTRACTOR II
EXPIRES
PHONE
GENERAl'
~ PW~ dl'f2- /lJlrl+KMuR.
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PLUMBING:
MECHANICAL'
ELECTRICAL:
I PLUMBING MECHANICAL
I NO, I FEE CHARGE NO ~I CHARGE
10<. I Si ngle Fixture Furnace/burner & vent
< 100,000 BTUs
I Relocated Bldg, Furnace/burner & ve,nt
(new fix, addtl) >100,OOOBTUs
I Water Service Floor furnace and vent
ft.
, Sanitary Sewer Suspended wall or floor
ft. mounted unit heater
I Storm Sewer Appliance Vent
ft. separate
I I I Stationary evap,
Backflow Device cooler
I I I .Vent Fan/Single
duct
I I I Vent System apart
from AC or htg,
I I I Mechanical exhaust
hood and duct
I I I
I , , Permit Issuance $10,00
TOTAL PERMIT I TOTAL PERMIT
QUAD AREA:
- OFFICE USE -
LAND USE:
II OF BLDGS:
II OF UNITS'
HANDICAP ACCESS:
FLOOD PLAIN:
ZONING:
liGHTING POWER BUDGET:
WATER HEATER:
OCCY GROUP:
CONSTR, TYPE:
HEAT SOURCE:
II OF STORIES:
SQ, FT.
$/SQ, FT,
VALUE
SQ, FTG MAIN
x
SQ, FTG ACCESS
SQ, FTG OTHER
x
X
PLAN CHECK FE!;
TOTAL VALUE OF PROJECT
RCPTII_
DATF
BY
jBUILDING PERMIT
/5% State -
Surcharae
I MECHANICAL
/5% State -
Surcharae -4-
I PAVING
PLUMBING
DEMOliTION
J
I
I
, 1 , I
L~.} <i. 7~l
~7.3<(
5% State
Surcharge :J"
FENC&-" :71/i 5ti I ,
VA'tGE $ '7, ~ 11\
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CURBCUT
32;, (lO
SUBTOTAL
',PERMITS,
'. 'j,SYSTEMS:
DEVELOPMENT
FT,
,L ': ~:
"
.
TOTAL PERMIT FEES
EXCLUDING ELECTRICAL
;'
REQUIRED INSPECTIONS
-I
It Is the responsibility of the permit holder to see that all Inspections are made at the proper time, To request an Inspection, call
726.3769 (recorder), state your City designated Job number, Job address, type of Inspection requested and when you will be ready,
for inspection, Requests received before 7:00 a,m, will be made the same working day. requests made after 7:00 a,m, will be made'
the following work day.
SITE INSPECTION: To be
made after_excqvatlon, but
_prior to setup o'f forms,
~~~'=~~PLUM~I~
r -t:.LECTHICAL & ' '
MECHANICAL:: To be made
before any work Is covered,
~G'H PLUM.B.1N.~
r 'l:LECTRICAL &'
MECHANICAL: No work is to
be covered until these
inspections have been made
and approved,
PAVING: After grp.vel is In
place but prior to placing
asphalt or concrete,
ATTIC DRAFT STOPS &
CURTAIN WALLS
SPECIAL INSPECTIONS: In accordance
Section 306 of the State Specialty Code
a special inspector shall be employed
by the Owner! Contractor during
construction of the following work, A
copy of the special testing rep'orts shall
be furnished to the Building Division,
FOOTINGS & FOUNDATIONS:
To be made after trenches are
excavated and forms are,
erected, all steel In place; but
prior to placing concrete,
FIREPLACE: Prior to placing
,facing materials and before
framing Inspection,
CONCRETE SLAB: To be
made after all Inslab building
service equi pment, conduit,
pi pi ng, accessories and other
ancillary equipment items are
In place but before any
concrete Is placed,
FRAMING: To be made after
the roof, all frami ng, fl re
blocking and bracing are In
place and all pipes; chimneys
and vents are complete and
the rough electrical, plumbing
and mechanical are approved,
STRUCTURAL CONCRETE: In
excess of 2500 P.S,1. (306 a,1)
STRUCTURAL WELDS:
Performed on the job, (2722 f)
UNDERGROUND: Plumbing,
electrical, gas, sanitary sewer,
storm sewer, water and
drainage lines, To be made
prior to covering or filling
trenches.
INSULATION & VAPOR
BARRIER: To be made after all
Insulation and required vapor
barriers are' 'In place but
before any lath or gypsum
board Interior wall covering is
applied,
HIGH STRENGTH BOLTING:
During all bolt installation and
tightening operations, (306
a,6)
,',
SPRAYED ON
FIREPROOFING: U,B,C,
Standards 43-8,
UNDERFLOOR: Plumbing,
electrical, mechanical. To be
made prior to installation of
floor insulation, decking or
floor sheathing,
FIRE & SEPARATION WALL:
Located and constructed '
according to plans,
SPECIAL GRADING,
EXCAVATION AND FILLING:
During earthwork, (306 a,11 &
Chapter 29), .
FLOOR INSULATION &
VAPOR BARRIERS: To be
made prior to I nstallatlon of
decking or floor sheathing,
LATH AND/OR GYPSUM
BOARD: To be made after all
,lathing and gypsum board,
Interior and exterior, Is In
place but before any
plastering is applied or before
gypsum board Joints and
fasteners are taped and
finished.
GLU.LAM BEAMS: Inspection
Certificate by an approved
qgency, furnished to the City's
Building Division before
beams are placed, (2501 U,B.c,
STDS, 25-10,11), '
POST & BEAM: To be made
prior to Installation of floor
Insulation, decking or floor
sheathing.
STRUCTURAL MASONRY: (306
a,7) .
MASONRY: Steer location,
bond beams grouting or
verticals In accordance with
UBC 2415.
SIDEWALK & DRIVEWAY:
Requl red for all concrete
paving within street right of
way, to be made after, all
excavating complete and form
work and sub-base material In
,place,
ROOF SHEATHING AND
NAILING: Prior to Installing
any roof covering,
CURB AND APPROACH
APRONS: After forms are
erected but prior to placing
concrete.
"In addition to the Inspec-
tions specified, the Building
Official may make or require
other Inspections of any
construction work to ensure
compliance with the Building,
City or Development Code,
-------------------------------------------------------
Y FINAL PLUMBING
F ...
FINAL ELECTRICAL
SITE PLAN REVIEW BOARD: Must be requested 2 days In advance
of the date you wish Inspection, All project conditions such as
landscaping, parking lot striping, etc, must be completed before
requesting this Inspection,
FINAL FIRE DEPARTMENT
FINAL BUILDING: Requested after the final plumbing, electrical,
mechanical and Fire Department inspections are made and
approved. No occupancy of the premises can be made until a
Certificate of Occupancy has been issued by the Building Division
and posted on the premises,
FINAL MECHANICAL
ADDITIONAL COMMENTS:
PLANS REVIEWED ~y
DATF
By signature, I state and agree, that I have carefully examined the completed application and do hereby certify thf-t all information
herein Is true and correct, and I further certify that any and alrwork performed shall 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 OCCUPANCY
will be made of any structure without permission of the Building Safety Division, I further certi fy that only contractors and employees
who are'ln 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 project address Is readable from the
street, that the permit card is located at the front of the property, an9:the approved set of plans will remain on the site at all
ti~-=xu"ng cof41ctlon, /J j/'" ' '
Sl~~~tu'e U"",al!- ~~ Date
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,.,)..: ,RECEIPT II:
,
DATE PAID' 9.-;&~.6
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RECEIVED BY: ~~~,
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VALIDATION:
AMOUNT RECEIVED: Z~ 17. .3 f
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227' b )'
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, " JOB NO. '7~D"7':S
. ,ti:~~,>.. ATTACHMENT B. '
CITY OF S'p"~INGFIELD SVSTEMS DEVELOPMENT CHARGE
WORKSHEET
NAME OR COMPANY:" ~~ &iL~dS
LOCATION: ?~ 5 ~~A,..)/rl-L.
DEVELOPMENT TYPE: ~/?/~~f.- - h22rf- I~#
BUILDING SIZE:
LOT SIZE
SQ, Ft,
1. STORM DRAINAGE
',,"
IMPERVIOUS SO, FT.
X $0.216 PER SO, FT. $
2, SANITARY SEWER-CITY
NO. OF PFU'S ~,
(See Reverse Side)
X $44.75 PER PFU
$'2. 2.:$,7.r
",
3, TRANSPORTATio~
NO OF UNITS X TRIP RATE X COST PER TRIP
X
X $451.26
$
X
X $451. 26
$
X
X $451. 26
$
4. SANITARY SEWER-MWMC
NO. OF PFU'S x$20.69 PER PFU+$10 MWMC/ADM FEE
(Use PFU Total From ,Item 2 Above)
$
c..Y .
MWMC CREDIT IF'APPLICABLE (SEE REVERSE)
$
..,
-
TOTAL-MWMCSDC $
SUBTOTAL (ADD ITEMS 1.2.3 & 4) $
5. ADMINISTRATIVE FEES
BASE CHARGE (SUBTOTAL ABOVE) X .05
L/l,rr
~'J"'J<-:
'"(Troy MeA 11 i ster
SDC Coordinator
Date: ~hvy?~
TOTAL SDC 1..2..3.( ,4
t-jX I UKt: UNit (';AL~ULA IIUI'.I . j-\ljL1::: Number of New Fixtures X Unit Equivalent = Fixture Units
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(NOTE: For remodels. calculate on :e NET additional fixtures) ,
NUMBER OF ~ UNIT FIXTURE
FIXTURE TYPE NEW FIXTURES EQUIVALENT UNITS
Bathtub......................................,.................,............. .
Drinking Fountain...., ........... ............ ......,. ..'.......::...... ,
Floor Drain.......,...,. ..........'........ ........ >::.,.. ',': ..... .-..... .::......
Interceptors For Grease/Oil/Solids/Etc.................
Interceptors For Sand/Auto Wash/Etc.....,.:.:.......:.
Laundry Tub/Clotheswasher...................:... .'..........,
Clotheswasher - 3 Or More...............................,...... "
, , '
Mobile Home Park Trap (1 Per Trailer)..................
Receptor For Refrigerator/Water Station/Etc........
Receptor For Commercial Sink/Dishwasher/Etc..
Shower, Single Stall.................................................
Shower, Gang... ............................... .............-...... ....
Sink: Bar, Commercial, Residential Kitchen....A'2~..:1.~
.~.....','
Urinal. Stall/Wall.......................................................
Wash Basin/Lavatory, Single............ ......................
Toilet. Public Installation........................................
Toilet, Private... .........:..........................................
Miscellaneous:
.",1
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TOTAL FIXTURE UNITS
2
1
2
3
6
2
6
6
1
3
2
, 1/Head
2
2
1
6
4
=
~
"2.
~
CREDIT CALCULATION TABLE: Based on assessed value. If improvements occurred after annexation date in table,
calculate credits separates.
Year
Annexed
Rate per $1,000
Assessed Value
Year
Annexed
1979 or before
1980
1981
1982
1983
1984
1985
1986
$3.72
3.64
3.58
3.45 '
3.30
3.15
2.96
2.68
1987
1988
1989
1990
1991
1992
1993
1994
1995
Rate per $1,000
Assessed Value
$2.34
1.95
1.53
1-.11
0.73
0.56
0.44
0.27
0.13
Credit for Parcel or Land Only If Applicable
X $
(Rate X Assessed Value)
X $
(Rate X Assessed Value)
Improvement (if after annexation date)
=
CREDIT TOTAL $
RUNOFF COEFFICIENTS FOR STORM DRAINAGE
(For Estimating Purposes Only)
Residential........................... 0.4
Commerical......................... 0.9
Indus,trial.... .~:;....... ............. 0 5
Governmental. ..................... 0.5
IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT