HomeMy WebLinkAboutPermit Building 1995-4-27
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~~~MERCIAL/lNDUSTRIAL .
PERMIT APPLICATION
225 Fifth Street, Springfield, ~regon 97477
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JOB NUMBER Cf{fj--6cf-!f-
tNSPECTtON LINE: 726-3769
OFFtCE: 726-3759
LOCATION OF PROPOSED WORK:
ASSESSORS MAP' I/D3~?'J
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TAX LOT: _t) In,?,&l
OWNER'
PHONE: .. ~.- 5,.':"'-.T"\ \
ADDRESS:
CtTY'
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ZIP: Qv~!,) I
DESCRt'PTION 'OF WORK: Tf>A-f<'
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DEMOLISH OTHER VALUE: -9 - ~. ~ ...:>
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NAME
ADDRESS
PHONE
ARCHITECT'
MECHANtCA' .
ADDRESS
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CONST.
CO NT RACTO R .
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EXPIRES PHONE
"'"!~HWI
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CONTRACTOR'S NAME
GENERA' :-- D \)\.~
PLUMBtNG'
R.b
q""~7
ELECTRICA' .
PLUMBING
MECHANtCAL
I
('HARG,
I
1
1
I
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I
$10.00 I
I'
NO.
FEE
CHARGE
Nn ~I:~
Single Fixture
Retocated Btdg.
(new fix. addt I)
Water Service
Furnace/burner & vent
< 100.000 BTUs
Furnace/burner & vent
> 100.000 BTUs
Sanitary Sewer
It.
Floor furnace and vent
Suspended wall or floor
mounted unit healer
Appliance Vent
separate
Stationary evap.
cooler
Vent Fan/Single
duct
Vent System apart
from AC or hlg.
Mechanical exhaust
hood and duct
ft.
Storm Sewer
It.
Backflow Device
Permit Issuance
TOTAL PERMtT
TOTAL PERMtT
- OFFtCE USE -
HANDtCAP ACCESS:
FLOOD PLAtN'
ZONtNG:
QUAD AREA-
. OF BLOGS'
LAN D USE:
. OF UNtT~'
OCCY GROUP'
CONSTR. TYP.'
. OF STORtES:
HEAT SOURCE:
LlGHTtNG POWER BUDGET:
WATER HEATER'
SO FT.
$/SQ. FT.
VALUE
SQ. FTG MAtN
SQ. FTG ACCESS ___
X
X -
SQ. FTG OTHER
x
TOTAL VALUE OF PROJECT
PLAN CHECK FE.E.
RCPTN
DAT.
BY
I BUtLDtN, G PER~tTJ lo~ fjO
15% State -t~ ,i:;>"'-7 .<7
SurcharQe adlW ~'-1 "-'I L-..Ufo
I MECHANtCAL I
15% State
Surcharae
I PAVtNG
, PLUMB'NG
, DEMOLITION
5% State
Surcharge
I FENCE
VALUE'
I StOEWALK
I CURBCUT
FT.
1 SUBTOTAL
PERMtTS
I SYSTEMS
DEVELOPMENT
FT.
TOTAL PERMIT FEES I
EXCLUDtNG ELECTRtCA'
13-11
.
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.
StTE INSPECTION: To be
made after excavation, but
prior to setup of forms.
UNDERSLAB PLUMBtNG,
. ELECTRICAL &
MECHANtCAL: 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.
ATTIC DRAFT STOPS &
CURTAtN WALLS
FOOTINGS & FOUNDATIONS:
To be made after trenches are
excavated and forms are
erected, all steel in place, but
prior to ~Iacing concrete.
FtREPLACE: Prior to placing
facing materials and before
framing inspection.
FRAMtNG: To be made after
the roof, all framing, fire
blocking and bracing are in
ptace and all ptpes, chtmneys
and vents are complete and
the rough electrical, plumbing
and mechanical are approved.
_CONCRETE SLAB: To be
made after all inslab building
service equi pment, conduit,
piping, accessories and other
ancillary equipment items are
In place but before any
concrete is placed.
tNSULATION & VAPOR
BARRtER: To be made after alt
insulation and required vapor
barriers are In place but
before any lath or gypsum
board Interior wall covering Is
applied. -
UNDERGROUND: Plumbing,'
electrical, gas, sanitary sewer,
storm sewer, water and
drainage lines. To be made
prior to covering or filling
trenches.
UNDERFLOOR: Ptumbing,
electrical, mechanical. To be
made prior to installation of
floor insulation, decking or
ftoor shealhtng.
FIRE & SEPARATION WALL:
Located and constructed
according to plans.
POST & BEAM: To be made
prior to Installation of floor
Insulation, decking or floor
sheathtng.
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
lintshed.
FLOOR INSULATION &
VAPOR BARRIERS: To be
made prior to Installation of
decking or floor sheathing.
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.
MASONRY: Steel tocation,
bond beams grouting or
verticals in accordance with
UBC 2415.
ROOF SHEATHING AND
NAILING: Prtor to installing
any roof covering.
CURB AND APPROACH
APRONS: After forms are
erected but prior to placing
concrete.
FINAL PLUMBING
PAVING: After gravel is in
place but prior to placing
asphalt or concrete.
SPECtAL tNSPECTlONS: tn 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.
STRUCTURAL CONCRETE: In
excess of 2500 P.S.t. (306 a.l)
STRUCTURAL WELDS:
Performed on the iob, (2722 I)
HtGH STRENGTH BOLTtNG:
During all bolt installation and
tightening operations. (306
a.6)
SPRAYED ON
FtREPROOFING: U.B.C.
Standards 43.8.
SPECtAL GRADtNG,
EXCAVATION AND FtLLlNG:
During earthwork. (306 a.11 &
Chapter 29)
GLU.LAM BEAMS: Inspection
Certificate by an approved
agency, furnished to the City's
Building Division before
beams are ptaced. (2501 U.B.C.
STDS. 25-10,11).
STRUCTURAL MASONRY: (306
a.7)
*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.
SITE PLAN REVtEW BOARD: Must be requesled 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 ELECTRtCAL
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
ADDtTIONAL COMMENTS'
PLANS REVtEWED BY
DAT"
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 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, and the approved set of plans will remain on the site at all
times durtng construction. ~\I\. \ ) ~~ _ ^ .-/
Signature 1\1...'~ Date LP-?:J..--1?
l
VALIDATION: AMOUNT R CEIVED: ~!7 -q Gj
t{(cp~
RECEI PT ':
DATE PAtD: L!jft1.-Ct'7
RECEIVED BY: f~'
....
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$1
Specificaiion 4G!C
Four Ply
Mineral Surfaced
Fiber Glass Built-Up Roof
Non.NailableOe<:k
orApprovedlnSl.llalion
ConcrelePrimer
(11 Reql.lired)
, ,
"'End~PS'
. Staggered, .
'3'Aparl(Mln.}
~ . ~
'~ I '..r
2" Lap ,
I GlasPlyPremier. '. '..1 ,
~~~:~I~~r r. ,
, , ,
~~ ,;~ I '6"End'
. Lap ."
11 "3'Exposl)le I "
. ,
This specification is for use over any type of approved structural
deck which is not nailable and which offers a suitable surface 10
receive the roof. Poured and pre-cast concrete decks require priming
with Schuller Concrete Primer prior to application of hot bitumen.
This specification is also for use over Schuller roof insulations or other
a2proved rigid roof insulations, which are not nailable and which
offer a suitable surface to install the roof. Specific written approval
is required for any roof insulation not manufactured or supplied by
Schuller. Insulation should be installed in accordance with the appro-
priate Schuller Insulation Specification detailed in the current Schuller
Commercial/Industrial Roofing Systems Manual. This specification
can also be used in certain reroofing situations. Refer to the
"Reroofing" section of the Schuller Commercial/Industrial Roofing
Systems Manual. This specification is not to be used directly over
poured or pre-cast gypsum or lightweight, insulating concrete fills.
Design and installation of the deck and/or substrate
must result in the roof draining freely and to outlets
numerous enough and so located as to remove water
promptly and completely. Areas where water ponds
for more than 24 hours ore unacceptable and are
not eligible to receive a Schuller Roofing Systems
Guarantee.
Note: All general instructions contained in the current Schuller
Commercial/Industrial Roofing Systems Manual should be consid-
ered port of this specification.
Flashing details can be found in the "Bituminous Flashings" section
of the Schuller Commercial/Industrial Roofing Systems Manual.
Note: On roof decks with slopes up to 1" per foot (83.3 mm/ml,
the roofing felts may be installed either perpendicular or parallel to
the roof incline. On slopes over 111 per foot 183.3 mm/m), refer to
Paragraph 6.11 of this section for special requirements.
For use over Schuller insulation,
approved decks or other approved
insulations, on inclines of ';." to 6"
per foot (20.8 to 500 mm/m)
For Regions 1, 2 and 3
Materials per 100 sq. ft. of Roof Area
Concrete Primer:
If required............................................................... ............1 gallon
Felts: .
GlosPly Premier, PermaPIy'R or GlasPIy IV................................3 plies
GlasKop, Mineral Surfaced Cap Sheet.....:.................;,..............1 ply
Bitumen (InterpIyJ:
Incline per foot Asphalt
Up ta 1" 170'F, Type II, Flat
111 to 3" 190cF, Type III, Sleep
3" ta 6" 220'F, Type IV, Special Steep
o to 6" PermaMop
Approximate installed weight: 174 - 218 Ibs.
Nominal Weight
921bs,
921bs.
92lbs.
921bs.
Using GlasPly Premier, PermaPly-R, or GlosPly IV, apply 0 piece
12" (305 mml wide, then over that, one 24" (610 mml wide, then
over both, 0 full width piece. The following felts ore to be applied
full width, overlapping the preceding felts by 24W' (627 mm)
so that at least 3 plies of felt cover the base felt/substrate at 011
locations. Install each felt so that it is firmly and uniformly set,
without voids, into the hot bitumen (within ~25'F [~14'C] of the
EVlJ applied just before the felt at a nominal rote of 23 Ibs. per
square (1.1 kg/mil over the entire surface. Installation over porous
substrates such as roof insulation may require up to 33 Ibs. per
square (1.6 kg/ m'l of hot bitumen.
Prior to application of GlasKap, cui the cap sheet into handleable
lengths (12' . 18' [3,66 m . 5,50 mil, Lay the material out on the
roof and allow it to relax and Ratten. To accommodate 0 full width
sheet, apply 0 mopping of hot asphalt, approximately 20'F above
the EVI, at 0 nominal rote of 231bs. per square (1.1 kg/m'l. (The
higher temperature of asphalt maximizes the bonding of the cap
sheet to the ply felts,l Then Aop the cop sheet into the hot asphalt.
On subsequent courses, the cap sheet is positioned upside down,
directly over the sheet in the preceding course such that the side lop
area of the preceding sheet is exposed. Core should be token to
maintain 2" (51 mmJ side lops and 6" (152 mmJ end lops. Asphalt
is applied in the same manner as before, making sure to also cover
the 2" (51 mmJ exposed side lop, Asphalt may also be applied to
the exposed "upside down" cap sheet, prior to "Ropping" it into the
hot asphalt. The cop sheet must be firmly and uniformly set, without
voids, into the hot asphalt wit\, 011 edges and lops well sealed.
Asphalt should meet the requirements of ASTM D 312. The cantroc'
tor must provide a Schuller confirmation number for asphalt on jobs
which require a Guarantee. Check with a Schuller Technical Service
Specialist for special requirements in hot climates.
6.29