HomeMy WebLinkAboutPermit Building 1995-5-1
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"COMMERCIAL/INDUSTRIAL.
PERMIT APPLICATION
225 Fifth Street, Springfield, Oregon 97477
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JOB NUMBER
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INSPECTION LINE: 726.3769
OFFICE: 726.3759
LOCATION OF PROPOSED WORK:..7.6~4)> ~C o/"/.i9;z:'/C 3c vb
ASSESSORS MAP' /'?711>-:?-:<~ 9-:> . TAX LOT: ..........~
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OWNER:
ADDRESS'
CITY:
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PHON'"
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ZIP:
DESCRIPTION OF WORK' ~y_,__.;Z' ::e,/c...7>"~
NEW REMODEL ADDITION DEMOLISH
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Lf0-"""'V~6~5 ~3~=;>-7'
OTHER VALUE: /5',t; '? 2...
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NAME
ADDRESS
PHONE
ARCHITECT'
CONTRACTOR'S NAME ADDRESS
GENERAL:j(,',,~.., ,q'~-? ;1' .I%?/:'!-:f..f~~r
PLUMBING:
MECHANICAl'
CONST.
CO NT RACTO R #
EXPI RES
PHONE
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ELECTRICA' .
PLUMBING
It.
Floor furnace and vent
Suspended wall or lIoor
mounted unit heater
Appliance Vent
separate
Stationary evap.
cooler
Vent Fan/Single
duct
Vent System apart
from AC or htg.
Mechanical exhaust
hood and duel
MECHANICAL I
LEI EiCI:lABGi
Furnace/burner & vent
< 100.000 BTUs
Furnace/burner & vent I I I
> 100,000 BTUs
I I
I I
I I
I I
I
NO.
I FEE
CHARGE
Nn
Single Fixture
Relocated Bldg.
(new fix. addll)
Water Service
Sanitary Sewer
fl.
Storm Sewer
It.
Backflow Device
Permit Issuance
$10.00
TOTAL PERMIT
TOTAL PERMIT
- OFFICE USE -
HANOICAP ACCESS:
FLOOD PLAIN'
aUAD AREA:
LAND US".
# OF BLDG~'
# OF UNIT~'
ZONING'
OCCY GROUP:
# OF STORIES:
CONSTR. TYP'"
HEAT SOURCF'
LIGHTING POWER BUDGET:
WATER HEATER'
sa. FT.
s/sa. FT.
VALUE
sa. FTG MAIN
sa. FTG ACCES"
sa. FTG OTHER
X
X
X
TOTAL VALUE OF PROJECT
PLAN CHECK FF"
RCPT#
OAT"
BY
I BUILDING PERMIT I
15% State .r"i'f
SurcharQe ., .~ 1
I MECHANICAL
15% State
Surcharae
I PAVING
//6.50
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::? ~~
I PLUMBING
5% State
Surcharae
FENCE
VALUE $
I SIDEWALK
I CURBCUT
, OEMOLlTION
FT.
FT.
SUBTOTAL
PERM ITS
I SYSTEMS
DEVELOPMENT
TOTAL PERMtT FEES I
EXCLUDING ELECTRICAL
1-::?5'. 8>.:3
,
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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: Aller gravel Is In
place but prior to placing
asphalt or concrete.
FOOTI~,& 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 Inspectlon.
SPECIAL INSPECTIONS: In accordance
Section 306 of the State Specialty Code
a special Inspector shall be employed
by the Ownerl Contractor during
construction of (he 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 atter all lnslab building
service equl pment, 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 RS.!. (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,C.
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 Clty's
Building Division before
beams are placed. (2501 U.B.G.
STDS. 25.10,11).
MASON RY: 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.
v
STRUCTURAL MASONRY: (306
a.7)
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';Il"d~itl~n 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.
FLOOR INSULATION &
VAPOR BARRIERS: To be
made prior to installation of
decking or floor sheathing.
ROOF SHEATHING AND
NAILING: Prior to Installing
any roof coverl ng.
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
requesting this Inspection.
FINAL ELECTRICAL
y
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
FINAL FIRE DEPARTMENT
ADDITIONAL COMMENTS:
PLANS REVIEWED BY
DATF
By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that aI/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 Ihe Clly of Springfield, and Ihe 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 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
slreet, 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 cons~ruction. ), /J
Slgnalur~ ~ liL..-JI--P Date~~ .1/ 9 S-
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AMOUNT RECEIVED: /"27"'.:IS'":?
/:/ /.t?3-=:
DATE PAID'
VALIDATION:
RECEIPT ':
RECEIVED BY'
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SMOOTH SURFACE ROOF OVER NAILABLE DECK.
NAILA8LE DECK
THREE PLES FIELDS FSOO
ONE PLY FlELOS GLASS PLY ALUMINUM
FIELDS GLASS 8ASE COATING
FIELDS F9S0
ASPHALT FlBERED EMULSION
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SPECIFICATION NO:
With Ply III: GLASS.303-3
Wilh Ply IV: GLASS-303.4
Wilh Ply VI: GLASS-303.6
APPLICATION RECOMMENDATIONS
Roof deck shaD be firm. clean, dry and smoolh. Apply "Fields Glass base sheel so flow
01 water is over or parallel to, bul never againsllhe laps. II shC\1I be lapped 2" on sides
and 6" on ends. Extend base sheel2- above the lop of the canl strip. Naillhe base
sheel9- on center on the laps. and stagger naillwo rows 18" on cenler, 12' dL<;tanllrom
each adge. AL.I.E.flliA n= MFH-lon' Mech:mically a!lach wilh approved 1ape and
sl<tple~ melhod. Rows ollape shan be installed 12" on cenler. Staple spacing shall
comply with faslener manufacturer's requirements.
MATERIAL REOUIREMENTS
1. "Fields Glass" base sheet.l ply
2. "Fields Glass" ply sheel-3 plies
3. AsphaU-as required
4. Fiekis F950 Fibered Emulsion-3 gal
5. Fields F5DO 'Aluminum Coating-1 gal
6. Accessories and Flashing &..\
materials-as required. .
Inslall an exlra layer of ~Fields Gl.1ss~ ply sheel in vaneys and walerways. This 36" wide
layer shall ex1end at leasl S- up the inclines oul of lhe valleys, sel in a unHorm layer 01
hol asphalt at a nominal rale of 30 Ibslsquare. This ply shall be laid prior 10 Ihe
application of Ihe roofing plies.
Inslan "Fields Glass" ply sheel so Ihal Ihe flow of waler is over or parailello, bul never
againsl Ihe laps, End laps shail be al leasl 4" and adjacenl end laps shail be alleasl12"
apar'- Inslaillhree plies o'"Fiekls Glass" ply sheel in shingle fashion. lapping 24 3/4"
wilh all 114' exposure. SIMer slrips of 12". 24" and 36" shail be used and Ihe second
fuD sheel shail be laid wilh a maximum exposure 0110", Embed Ihe fuil widlh ollhe ply
sheel in hol asphalt applied al a unilorm nominal rale 0130 Ibslsquare. The ply shail be
lighlly broomed as il is applied.
The ply sheet surface to receive Fields F950 Fibered Asphalt Emulsion coating shall be
uniform, clean, smooth ami dlY. Properly repair any lishmolJlhs, buckles dry laps or
damage prior 10 Ihe npp6calion ollhe coating.
Uniformly coat the entire membrane surlace wilh Fiekfs F950 Fibered Asph:dl Emulsion
applied al a minimum rale 01 01 three gallons per 100 square leel 01 rool area. After the
inilial coat of Fields F950 Fibered Asphan Emulsion coaling has been ailowod 10
thoroughly dry, Ihe enlire surlace shaD be coaled w~h Fields F500 Aluminum Coaling
applied al a minimum rale of one gailon per 100 square leel 01 rool area.
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An guaranleed roof syslems must be flashed according 10 the "Flashing Delails" seclion
of Ihis manual.
AD applicalion recommendalions and General Requirements included in Ihis manual are
considerod part ollhis speciflCalion.
FIELDS CORPORATION
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