HomeMy WebLinkAboutPermit Plumbing 1992-6-25
~
, C~MMERCIALlINDUSTRIAL.
PERMIT APPLICATION
,
225 Fifth Street, Springfield, Oregon 97477
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JOB NUMBER 9-?"""':C~
INSPECTION LINE: 726-3769
OFFICE: 726-3759
LOCATION OF PROPOSED WORI<'-
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ASSESSORS MAP-
TAX LOT: /:l< .i ~ .,;~
OWNER:
PHONE'.
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ADDRt::CC:::.
CITY.
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ADDITION DEMOLISH OTHER VALUE:
STATF.
ZIp.
DESCRIPTION OF WORI<'.
~C"'>
NEW
REMODEL
NAME
ADDRESS
PHONE
ARCHITECT
CONTRACTOR'S NAME
ADDRESS
CONST.
CONTRACTOR #
EXPIRES
PHONE
GENERAl.
PLUMBING. ~LEr
~ .
MECHANICA' -
ELECTRICAl.
NO.
/ Single Fixture
, Relocated Bldg.
(new fix. addtl)
Water Service
It.
Sanitary Sewer
ft.
Storm Sewer
ft.
Backflow Device
FEE CHARGE
NO
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l'>1ARi
1
1
1
1
1
1
1
1
1
$10.00 1
I
PLUMBING
MECHANICAL
Furnacel burner & vent
< 100.000 BTUs
Furnacel burner & vent
> 100.000 BTUs
. Floor furnace and vent
Suspended wall or floor
mounted unit heater
Appliance Vent
separate
Stationaryevap.
cpoler
Vent Fan/Single
duct
Vent System apart
from AC or htg.
Mechanical exhaust
hood and duct
Permit Issuance
TOTAL PERMIT
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TOTAL PERMIT
- OFFICE USE -
HANDICAP ACCESS:
FLOOD PLAIN:
OUAD AREA
LAND US~.
# OF BLDG".
# OF UNITS.
ZONING.
HEAT SOURC~.
LIGHTING POWER BUDGET:
WATER HEATER:
OCCY GROUp.
# OF STORIES.
CONSTR. TYP~-
so. FT.
$/SO. FT.
VALUE
so. FTG MAIN
SO. FTG ACCES"
SO. FTG OTHER
X
X
X
TOTAL VALUE OF PROJECT
PLA.N CHECK FE~
RCPP
DATF
BY
1 BUILDING PERMIT
15% State
Surcharoe
1 MECHANICAL
15% State
Surcharae
1 PAVING
PLUMBING
./,::r: =>
_75'
DEMOLITION
5% State
Surcharge
FENCE
VALUE $.
SIDEWALK
FT.
SUBTOTAL
PERMITS
SYSTEMS
DEVELDPMENT
/S7S'
$0. ~
FT.
CURB CUT
TOTAL PERMIT FEES I
EXCLUDING ELECTRICAl
'?G, ?~
"
.
REQUIRED INSPECTIONS
.
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. I'
SITE INSPECTION: To be Y ROUG~ME'ING ::>
made after excavation, but ELECTRICAL &
prior to setup of forms. MECHANICAL: No work is to
be covered until these
inspections have been made
and approved.
PAVING: After gravel is in
place but prior to placing
asphalt or concrete.
UNDERSLAB PLUMBING,
ELECTRICAL &
MECHANICAL: To be made
before any work is covered.
FOOTINGS & FOUNDATIONS:
To be made after trenches are
excavated arid forms are
erected, all steel in place, but
prior to placing concrete.
FIREPLACE: Prior to placing
facing materials and before
framing inspection.
SPECIAL INSPECTIONS: In accordance
Section 306 of the State Specialty Code
a special inspector shall be employed
by the Ownerl Contractor during
construction of the following work. A
copy of the special testing reports shall
be furnished to the Building Division.
ATTIC DRAFT STOPS &
CURTAIN WALLS
CONCRETE SLAB: To be
made after all lnslab building
service equipment, 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 framing, fire
blocking and bracing are in
place and all pi pes, 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)
UNDERFLOOR: Plumbing,
electrical, mechanical. To be
made prior to installation of
floor insulation, decking or
floor sheathing.
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.
FIRE & SEPARATION WALL:
Located and constructed
according to plans.
HIGH STRENGTH BOLTING:
During all bolt installation and
tightening operations. (306
a.6)
UNDERGROUND: Plumbing,
electrical, gas, sanitary sewer,
storm sewer, water and
drainage lines. To be made
prior to covering or filling
trenches.
SPRAYED ON
FIREPROOFING: U.B.G.
Standards 43-8.
SPECIAL GRADING,
EXCAVATION AND FILLING:
During earthwork. (306 a.11 &
Chapter 29)
POST & BEAM: To be made
prior to Installation of floor
insulation, 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
agency, furnished to the City's
Building Division before
beams are placed. (2501 U.BC.
STDS. 25-10,11).
FLOOR INSULATION &
VAPOR BARRIERS: To be
made prior to installation of
decking or floor sheathing.
STRUCTURAL MASONRY: (306
a.7)
MASONRY: Steel location,
bond beams grouting or
verticals In accordance with
UBC 2415,
SIDEWALK & DRIVEWAY:
Required 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.
*In addition to the inspec-
tions specified, the Building
Official may make or require
CURB AND APPROACH other inspections of any
ROOF SHEATHING AND APRONS: After forms are construction work to ensure
NAILING: Prior to installing erected but prior to placing compliance with the Building,
any roof covering. concrete. City or Development Code.
--X-FINAL~UM~NG-------------SITE~LAN~EVIEW;OA~D:Mus~~requeste;~ay~~::nc~
/ of the date you wish Inspection. All project conditions such as
landscaping, parking lot striping, etc. must be completed before
requesting this Inspection.
FINAL ELECTRICAL
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 COMMENT'"
PLANS REVIEWED BY
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By signature, I state and agree, that I have carefully examined the completed application 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 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 certify that only contractors and employees
who are in compliance with GRS 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, and the approved set of plans will remain on the site at all
times during construction.
Signaturo
l)/lAh',..} A
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Date
(;'75' q 7_
VALIDATION:
AMOUNT RECEIVED, 9L -::>0
, .
RECEIPT N. 5'2. /""'1
DATE PAID:
?:-<?5-'7<?
RECEIVED BY'
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CITY OF SPRINGFIELD SYSTEMS DEVELO,NT CHARGE
... .. WORKSHEET _ .
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NAME OR COMPANY: C 4'c- ,??~~..cc::;;
LOCATION: /~ ;:>0 .c;;C<. h' -.::b./
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DEVELOPMENT TYPE: 4ZJTJ ~?/'ce ~/l -?/A/~.
BUILDING SIZE:
I. STORM DRAINAGE
IMPERVIOUS SQ. FT. X $0.186 PER SQ. FT. S
(See Reverse For Runoff Coefficients If Actual Imperv. Area Is Unknown)
LOT SIZE
SQ. Ft.
2. SANITARY SEWER-CITY
NO. OF PFU'S ~ X $38.55 PER PFU
(See Reverse To Determine Total PFU'S)
$ 7"7. L::::>
3. TRANSPORTATION
NO OF UNITS X TRIP RATE X COST PER TRIP
X
X
X $388.61
X $388.61
S
S
X X $388.61 S
(See Attachment C To Determine Trip Rates)
SUBTOTAL (ADD ITEMS 1,2, & 3) S
4. ADMINISTRATIVE FEE~
BASE CHARGE (SUBTOTAL ABOVE) X .05
S :2j_ $' 5"""'
TOTAL-CITY SDC (1 ~ 9~
5. CREDITS
IF DEVELOPMENT IS PROFESSIONAL OFFICES OR INDUSTRIAL:
TOTAL-CITY SDC X (50%) = ADJUSTED CITY SDC S
6. SANITARY SEWER-MWMC
NO. OF PFU'S
x $13.25 PER PFU + $10 MWMC ADMIN. FEE S
(Use PFU Total From Item 2 Above)
MWMC CREDIT IF APPLICABLE (SEE REVERSE)
$
//~ ~---~
/j/ Kip Burd(cK - %: . r
SOC Coordinator ~~.~~
TOTAL-f1WMC SDC $
TOTAL SDC $
..,
FIXTURE UNIT CALCUuaON TABLE: Number of New Fixtures.....Unit Equivalent = Fixture Units (NOT~',.'.
. For remodels, calculate only the ~dhlonal fixtures) ....
NUMBER OF UNIT FIXTURE
FIXTURE TYPE NEW FIXTURES EQUIVALENT UNITS
Bathtub....................................................,................ .
Drinking Fountain.. ...................................................
Aoor Drain...........................,................:....................
Interceptors For Grease/Oil/Solids/Etc.................
Interceptors For Sand/Auto Wash/Etc..................
Laundry Tub jClotheswasher...................................
Clotheswasher - 3 Or More.....................................
Mobile Home Park Trap (1 Per Trailer)..................
Receptor For Refrigerator JWater Station/Etc........
Receptor For Commercial Sink/Dishwasher/Etc..
Shower, Single Stall.................................................
Shower, Gang..........................................................
Sink, Bar, Commercial.............................................
Urinal, SlaIlJWall.......................................................
Wash Basin/Lavatory, Single..................................
Water Closet, Public Installation.............................
Water Closet, Private...............................................
Miscellaneous:
{
2
1
2
3
6
2
6
6
1
3
2
1 {Head
2
2
1
6
4
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TOTAL FIXTURE UNiTS
CREDIT CALCULATION TABLE: Based on assessed value.. If Improvements occurred after annexation date In table,
calculate credits separates.
I
Year
Annexed
. 1979 or before
1980
1981
1982
1983
1984
Rate per $1,000
Assessed Value
Year
Annexed
Rate per $1,000
Assessed Value
$2.66
2.84
2.53
2.41
2.19
2.04.
1985
1986
1987
1988
1989
1990
$1.69
1.35
1.15
0.92
0.59
0.23
Credit for Parcel or Land Only If Applicable
x $ =
(Rate X Assessed Value)
X. $
(Rate X Assessed Value)
CREDIT TOTAL = $
Improvement (if after annexation date)
RUNOFF COEFFICIENTS FOR STORM DRAINAGE
ResidentiaL...... ... ..... ................. ..... .................. 0.4
Commercial...................................................... 0.9
Industrial........................................................ ." 0.45
GovernmentaL................................... ........... ." 0.5
IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT