HomeMy WebLinkAboutPermit Building 1992-9-18
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COMMERCIAL/INDUSTRIAL.
PERMIT APPLICATION
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JOB NUMBE89 \ ~()(r'\
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INSPECTION LINE: 726,3769
OFFICE: 726,3759
225 Fifth Street, Springfield, Oregon 97477
LOCATION OF PROPOSED WORK: _7 ,'" \) 7 M" l'0.\ 1..'1 005',
ASSESSORS MAP: \~ ()~ ~ (_ '--\'1_
OWNER:
ADDRESS:
CITY.
Pl::lC-l I==- \ c.... 10, '1D
1 ,~2 , M.,~ l-.J
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TAX LOT: "1.:.OC)('''\
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PHONE:
STATF.
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ZIP: CJ,I..l "11 .
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VALUE:~\~. ~:--D - -
DESCRIPTION OF WORK: ~~ 11 () C Id-.:$> ~
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NEW
REMODEL
ADDITION
DEMOLISH
OTHER
NAME
ADDRESS
PHONE
ARCHITECT.
CONTRACTOR'S NAME
ADDRESS
CONST.
CONTRACTOR'
1'1 \'.J~
EXPIRES
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PHONE
GENERAI."/
PLUMBING.
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MECHANICA' '
ELECTRIC'" '
PLUMBING
MECHANICAL
NO.
FEE
CHARGE
NO
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t'HARGi
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1
$10.00
Single Fixture
Relocated Bldg.
(new fix. addtl)
Water Service
Furnace/burner & vent
< 100.000 BTUs
Furnace/burner & vent
> 100.000 BTUs
It.
Floor furnace and vent
Suspended wall or floor
mounted unit heater
Appliance Vent
separate
Stationary evap.
cooler
Vent Fan/Single
duel
Vent System apart
from AC or hlg.
Mechanical exhaust
hood and duct
Sanitary Sewer
It.
It,
Storm Sewer
Backflow Device
Permit Issuance
TOTAL PERMIT
TOTAL PERMIT
OUAD AREk
- OFFICE USE -
LAND USE:
HANDICAP ACCESS:
FLOOD PLAIN:
. OF BLDG".
. OF UNITS:
ZONING:
LIGHTING POWER BUDGET:
WATER HEATER'
OCCY GROUp.
. OF STORIES:
CONSTR. TYPF.
HEAT SOURC.'
SQ. FT.
$/ SO. FT.
VALUE
SQ. FTG MAIN
x
SO. FTG ACCESS
x
SQ. FTG OTHER
X
TOTAL VALUE OF PROJECT
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PLAN CHECK FE!'
RC PIN
DATF
BY
1 BUILDING PERMIT
15% Stale
Surcharge
I MECHANICAL
15% State
Surcharae
I PAVING
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c.:. 'J.....=.
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I PLUMBING
15% Stat.e
SurcharQe
I FENCE
VALUE $_
SIDEWALK
, DEMOLITION
FT.
SUBTOTAL
PERM ITS
SYSTEMS
DEVELOPMENT
1
I
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212l \ . .~,q -rC5-\ 13
CURBCUT
FT.
TOTAL PERMIT FEES I
EXCLUDING ELECTRICAl
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REQUIRED INSPECTIONS
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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 excavation, but
prior to setup of forms.
UNDERSLAB PLUMBING.
. ELECTRICAL &
MECHANICAL: To be made
before any work Is covered.
ROUGH PLUMBING.
ELECTRICAL &
MECHANICAL: No work is to
be covered until these
inspections have been made
and approved.
PAVING: After graver is in
place but prior to placing
asphalt or concrete.
FOOTINGS & FOUNDATIONS:
To be made after trenches are
excavated and forms are
erected, all steel In place, but
prior to placi~g 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 Owner I 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 Inslab building
service equipment, conduit,
piping, 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 pipes, chimneys
and vents are complete and
the rough electrical, plumbing
and mechanical are approved.
STRUCTURAL CONCRETE: In
excess of 2500 PS.L (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.BC
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)
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.B.C.
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
other inspections of any
construction work to ensure
compliance with the Building,
City or Development Code.
ROOF SHEATHING AND
NAILING: Prior to installing
any roof covering.
CURB AND APPROACH
APRONS: After forms are
erected but prior to placing
concrete.
FINAL PLUMBING
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
~tlng this Inspection.
-~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 ELECTRICAL
FINAL MECHANICAL
FINAL FIRE DEPARTMENT
ADDITIONAL COMMENTS.
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PLANS REVIEWED B~
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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 OAS 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 ouroperty, and the approved set of plans will remain on the site at all
times during construction.
Signaturp iJ.., ~ Date '
EIV.>,D: l ~\.
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DATE PAID. L\ - \ c;(
RECEIVED BY: _~~
VALIDATION:
AMOUNT
,
RECEIP.T N:
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OWENS/CORNING
FIBERGLAS
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,nsu,ated/caAeet
33-IC
PERMA PLY-R
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31-IC
PERMA PLY-IV
33-IC All Areas
31-IC All Areas
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Insulation
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1r _ ~ P.nu Cap
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Nominal Installed
Ib/1 00 ft2
(Below weights exclude roof
insulation and are provided for
system design consideration)
33-IC
31-IC
202
202
Application of Insulation
Apply roof insulation in accordance with specification requirements.
Insulation joints should be staggered in one direction.
For multiple-layer applications. joints of each layer should be offset a
minimum 01.6 inches from all joints of the preceding I~yer.
Application of Plies
Embed three plies of PERMA PLY in shingle fashion (starter sheets
required), lapping 24-2/3 inches into uniform solid mappings of hot
asphalt. using a nominal 25 Ib/l00 ft2 per ply. Plies may be left
exposed up to six months without surfacing.
Application ofMine.al Surface
Embed 12-ft. lengths of PERMA CAP (la-ft. in Area Ill) with 2 inch side
and end laps into a uniform solid mopping of hot steep asphalt, using a
nominal 25 Ib/l00 ft'. PERMA CAP end laps should be staggered 3 ft.
I:
Interply/ '
Surfacing/
Slope
Bitumen
Type
Materials
per 1 00 ft2
Interply
Felts
Bitumen
Q-Y2"
%-3"
3-6"
3 plies
11.111
III
IV
751bs
751bs
60lbs
Surfacing
Asphalt
0-3"
3-6"
III
IV
251bs
20lbs
PERMA CAP
781bs
General
Note
All general instructions contained in the General Requirements
section shall be considered part of this specification.
Drainage
Roof decks must be graded to drain all water freely. Drains shall be
sufficient in number and size to assure rapid elimination of water from
the roof surface.
Nailing
Treated wood nailers are required on inclines exceeding 2 inches per
foot to help secure insulation and roof membranes to non-nailable
decks or to decks with insulation. Nailers should be the same thickness
as the insulation and should be installed perpendicular to the slope on
8 f~t face-to.face for slopes up to 3 inches per foot and 4 foot face-to-
face for slopes greater than 3 inches per foot. Fells are to run parallel
to the incline and must be secured at each nailer. 12" in from the back
edge of the felt. ECJ'th nail must be covered by succeeding plies. High
temperature areas may require nailing on lower slopes.
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Aashings
See Flashing Section.
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OWENS/CORNINe.
FIBERGLAS
"..'u...
Insulated/caAeet
33-IC
PERMA PLY.R
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31-IC
PERMA PLY-IV
33-IC All Areas
31-IC All Areas
Roo!
Insulation
I
1+
Nominal Installed
Ib/100 ft2
(Below weights exclude roof
insulation and are provided for
system design consideration)
33-IC
31-IC
202
202
Application of Insulation
Apply roof insulation in accordance with specification requirements,
Insulation joints should be staggered in one direction.
For multiple-layer applications, joints of each layer should be offset a
minimum of. 6 inches from all joints of the preceding I~yer.
Application of Plies
Embed three plies of PERMA PLY in shingle fashion (starter sheets
required), lapping 24-2/3 inches into uniform solid moppings of hot
asphalt. using a nomina;l 25 Ib/l00 ft2 per ply. Plies may be left
exposed up to six months without surfacing.
Application of.Mineral Surface
Embed 12-ft. lengths of PERMA CAP (1 a-ft. in Area III) with 2 inch side
and end laps into a uniform solid mopping of hot steep asphalt, using a
nominal 25 Ibl100 ft2, PERMA CAP end laps should be staggered 3 ft.
i.
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Interply /.
Surfacing/
Slope
Interply
Felts
Bitumen
0.Y2"
Yz-3"
Bitumen
Type
Materials
per 1 00 ft2
3 plies
11.111
III
IV
751bs
75 Ibs
60lbs
3-6"
Surfacing
Asphalt
0-3"
III
IV
251bs
20lbs
3-6"
PERMA CAP
781bs
General
Note
All general instructions contained in the General Requirements
section shall be considered part of this specification.
Drainage
Roof decks must be graded to drain all water freely. Drains shall be
sufficient in number and size to assure rapid elimination of water from
the roof surface,
Nailing
Treated wood nailers are required on inclines exceeding 2 inches per
foot to help secure insulation and roof membranes to non-nailable
decks or to decks with insulation. Nailers should be the same thickness
as.the insulation and should be instal!ed perpendicular to the slope on
8 foot face-to-face for slopes up to 3 inches per foot and 4 foot face-to-
face for slopes greater than 3 inches per foot. Felts are to run parallel
to the incline and must be secured at each nailer. 12" in from the back
edge of the felt, Each nail must be covered by succeeding plies. High
temperature areas may require nailing on lower slopes.
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Aashings
See Flashing Section.
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