HomeMy WebLinkAboutPermit Building 2000-6-20
.-
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I Job# 00-00976-01 I
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Page 1012
TRANSU:01-0002251
DATE:JUN 20 2000
AMT RECD:2 $ 114.96
CHANGE:
CASHIER: 061
SPRINQFIELD
~
CITY OF SPRINGFIELD, OREGON
COMMERCIAL PERMIT
City Of Springfield
Community Services Division
Building Safety
Job Number: 00-00976-01
225 l)Jorth Fifth Street
Springfield, OR 97477
location Of Proposed Site: 555 MAIN St Spr
Assessors Map#: 17033531
lot: Block: Addition:
Tax lot #:
Subdivision:
Office: 726.3759
Inspection line: 726-3769
*
11000
Owner:
BLAKE HASTINGS
637 B ST
Phone Number: 541-741-4676
City/State/Zip: SPRINGFIELD, OR 97477
New Value: $14,000
Address:
Scope Of Work: Rerool
REROOF
Contractor Type
General Contr
Contractor
A1 ROOFING
550-F SHEllEY ST, SPRINGFIELD, OR
97477
Registration # Expiration Date
52643 4/15/2002
Phone
541-746-4958
Quad Area:
# Of Units:
Constr. Type:
Water Heater:
Office Use
land Use:
Zoning Code:
Bedrooms:
Range:
# Of Buildings:
Occupancy Group:
Heat Source:
Sq. Footage:
To request an inspection call the 24 hour recording at 726-3769. All inspections r~QTMdf6elore 7:00 --
a,m, will be made the same working day, inspections requested after 7:00 a,m, Willr~lT,1l!Q~\tt)Il:f611oWiJfgXPIRE IFTHE WORK
working day, AUTHORIZED UNDERTHIS PERMlTlS NOT
R . d I' - --- --...... .....\...lnf"\~Ic:nt:"D
equlre nspectlons vUIVllVIl;:.i"'v~LJ-' ........ ._. ..~ ~ ..
I Building ANY 180 DAY PERIOD.
Roofing - Prior to installing any roof covering,
Construction Types:
Occupancy Groups:
# Of Buildings:
# Of Bedrooms:
Handicap Access? 0
,Area (Sq. Feet)
I Main: Accessory:
~_I "tt:i\: i iv..,.....! .:t",;", .c....' ..:.:qullt:~. jul.o ,
# Of Stories: Heig~JI!~~fbes adootPr! b\l the Orr-l(1on Uti;it.-
Current Units: ProI18~,~tl)ll)i~:ef\i:1r. 'fhf'se flIle:> :'f(",~~1 o!.
Census Code: Does not apply .'\ 0"''' ;"b2.(1\1I-li[l'i II " DII".] Ol-\;'L;)~-CO'
0090, YOLl mal' 0'1t8;1'\ copies ot Ill!" ~uICS b,
Total: callir.o ~hE- cgrt~., (~JOI:: thl' t:.I:,IJ,lo~e
.__~ _".4-. '''n n,,,,,nn Illilil'i i\'otitlcallOr
Fee
Paid On Receipt#
Building
06/20/2000 2251
.....r-.t.... .. .. ."'" -~.. . ",.'
Value/Quantity Fee Amount
Building Permit
,14,000
$104,50
.
Job# 00-00976-01 I
Paid On Receipt#
Building
06/20/2000 2251
06/20/2000 2251
Fee
State Surcharge For Building Permit
Building Administrative Fee
Total Building
Grand Total
Signature
.
Page 2 of2
Value/Quantity Fee Amount
$7,32
$3,14
$114,96
$114,96
Date
.
COMM ERCIALJlN DUSTRIAL
PERMIT APPLICATION
.
LOCATION OF PROP9SED WORK' ,('-<:;~~- /'l A /7 ,,:..
17033SJ/
/.3 /a /fJ;? ~;; C7--'"
ADDRESS'
~-/.
JOB NUMBER 00 T~22'Jl
INSPECTION LINE: 72B(1v6~JUN 20 20 JO
OFFICE, 726,3759 AMT RECD: 2 $ 114. 16
CHANG: :
CASHIER:Oll
225 Fifth Street, Springfield, Oregon 97477
~
ASSESSORS MAP'
TAX LOT,
11000
OWNER:
PHONE Lf'//- ~.0> /'.c::::.
,
CITY'
STAT~'
ZIP:
DESCRIPTION OF WOR~'
NEW REMODEL
r-f' - /'7J /' ~'
ADDITION ;7 DEMOLISH
OTHER
VALUE:
NAME
ADDRESS
PHONE
ARCHITECT'
CONTRACTOR'S NAME
_ .-1
.~: / '/7'" kj,
PLUMBING'
ADDRESS
/l-/ .P:/~..;.._
, -/ vi
CONST,
CONTRACTOR'
<)'-267-' '\
EXPIRES P PHONE
/j/JJ00 ~/e:. .~r~
MECHANICAl'
ELECTRICA' '
FEE
I
CHARGE I
I
I
I
... I
-I
I
I
I
I
I
I
I
MFr:HANIr:AL
PLUMBING
NO
Nn ~r:J:'
,.....ARr:lI=
It.
Furnace/burner & vent
< 100,000 BTUs
Furnace/burner & vent
> 100,000 BTUs
Floor furnace and vent
Suspended wall or floor
mounted unit heater
Appliance Vent
separate
Stationary evap.
cooler
Vent Fan/Single
duel
Vent System aparl ,:
from AC or htg,
Mechanical exhaust
hood and duel
Single FIxture
Relocated Bldg,
(new II x, addtll
Water Service
Sanitary Sewer
II.
Storm Sewer
It.
8ackflow Device
Permit Issuance
$10,00
TOTAL PERMIT
TOTAL PERMIT
- OFFICE USE -
HANDICAP ACCESS,
FLOOD PLAIN:
~UAD AREA'
. OF BLDGS,
LAND USE:
. OF UNIT~'
ZONING'
OCCY GROUP'
. OF STORIEc,
CONSTR, TYPF'
HEAT SOURCF'
LIGHTING POWER BUDGET,
WATER HEATER'
SO, FT,
$/SO, FT,
VALUE
SO, FTG MAl N
SO, FTG ACCESi'
SQ, FTG OTHER
X
X
X
TOTAL VALUE OF ,PROJECT
PLAN CHECK FFF
RCPT'
DATF
BY
I BUILDING PERMIT
II"!; Slate
Surcharge
MECHANICAL
7%' Stale
Surcharae
I PAVING
I PLUMBING
I DEMOLITION
'/'10 State
::iurcharge
FENCE
VALUE $,
SIDEWALK
TOTAL PERMIT FEES I
EXCLUDING ELECTRICA'
:D
:3:
-' -'
==
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m:Cl-4-oo
:::::O:D~ 0
:.: :Z~~N .
~rT1~Qc..n
SUBTOTAL
FT, PERM ITS
SYSTEMS
FT, DEVELOPMENT
CURBCUT
..,
.
REQUIRED INSPECTIONS
.
IUs the, responsibility of the permit holder to see that all Inspections are made at the proper time, To request an Inspection. call
, '726'3769'(fecoider), state your City designated job number, Job address, type of Inspection requested and when you will be ready
for Inspectlbn;f.!equests received before 7:00 a.m. wUi~b'e made the same working day, requests made after 7:00 a.m. will be made
-' ' ". .l-'-,' ';"',
'the following work day,
1.''' I SITE INSPECTION: To be
:/~~:.;~:'i::'_l made after excavatIon, but
prior to setup. of forms.
UNDERSLAB PLUMBING,
ELECTRICAL &
MECHANICAL: To be made
before any wo'rk Is covered.
ROUGH PLUMBING,
ELECTRICAL &
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.
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.
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 lnslab 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 P,S,I. (306 a,1)
STRUCTURAL WELDS,
Performed on the Job, (2722 f)
UNDERFLOOR: Plumbing,
electrical, mechanical. To be
made prior to Installation of
flo.or 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: UB,C,
Standards 43,S,
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),
STRUCTURAL MASONRY: (306
a,7)
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.
"In addition to the Inspec.
tlons specified, the Building
Official may make or require
other Inspections of any
constructIon work to ensure
compliance with the Building,
City or Development Code,
MASONRY: Steel location,
bond beams grouting or
verticals In accordance with
UBC 2415,
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
requesting this inspection.
FINAL ELECTRICAL
FINAL MECHANICAL
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 untll a
. CertIficate of Occupancy has been Issued by the Building DIvision
and posted on the premises.
FINAL FIRE DEPARTMENT
ADDITIONAL COMMENTS'
PLANS REVIEWED BY
OAT"
By signature, I state and agree, that I have carefully examined the completed application and do hereby certify th~t 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 durIng constructIon.
Slgnaturo
Dato
VALIDATION,
AMOUNT RECEIVED:
RECEIPT .'
DATE PAID'
RECEIVED BY'
.
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ROOFING
SINCE 1m
CCB 1151643
550-F Shelley Street
Springfield, OR 97477
"'-,~.
Ed Cook".)
General Manage,
Eugene
Corvallis
Alban\'
Fax '
Cell
541.746.4958
541.752.1443
541.967.5035
541.302.6692
541.501.7456
Outside Areas:
1-800-998.9771
"Your Flat Roof Specialist"
.
~
.
Job: 00-00976-01
Address: 555 MAIN St
Owner: BLAKE HASTINGS
.
Received: 6/20/00
Unit: BLOG:
FLR:
FEE SUMMARY
Type
Building
Subtotal
Administrative Fee
Surcharge
Total
Grand Total
Amount Due Amount Paid
104.50 0,00
3,14 0,00
7,32 0,00
0.00
114.96 ') 0.00
-----
~
I:...~
....-'"'
-
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I . ''''..'... ' (I'
18 Roof Systems CPA _le~PIY Membranes: TY~ical'prolies
a as 9000 & ISO 9001 approved system
Member
me.
UlDl
NATIONAL
ROOFING
CONTRACTORS
ASSOCIATION
Property Method Requirement *45.100
Thickness (in) ASTM D751 0,040 0,045,,100
Breaking Strength (lbD ASTM D751
00 MD 200 330
XMD 200 310
ru Elongation @ Break (%) ASTM D751
MD 15 60
XMD 15 40
~ Tearing Strength (lbD ASTM D751
~ MD Tongue Method 45 63
XMD 45 62
low Temperature ASTM D2136
~ Bend (Celsius) -40 Pass Pass
Dimensional Stability (%) ASTM D1204
ru MD 0,5 .0,50
XMD 0,5 0
Puncture Resistance (lbD ASTM D4830 NfA 101
lQb Water Vapor ASTM DE96
Transmission (gfh m') (MelhodA) 0,13 0,17
Water Absorption (% max) ASTM D570 3 0,24
0> Water Extraction (% max) ASTM D3083 NfA 0,08
Volatile loss (% max) ASTM D3045 5 .0.45
Accelerated Aging: Dven ASTM D3045 Average
~ Breaking Strength (%) 80% 90
Elongation @ Break (%) 7d@100C of 90
Tearing Stren9th (%) Original 92
~ Accelerated Aging: Water Average
Breaking Strength (%) 7 d@70C 80% 88
Elongation @ Break (%) in water of 87
~ Tearing Strength (%) Original 85
Accelerated Weathering ASTM G53
Cracking (7x Magnification) 5,000 h min None None
~ Crazing (7x Magnification) None None
Discoloration (Visual) Negligible Negligible
Hydrostatic Resistance (psi) ASTM D751 NfA >250
~ Fire Resistance I Ul & FM ClassA
Wind Resistance' . FM 1.120
Warranty (years non.prorated) 15.25 Material
00 Mfg, labor Warranties available on a fee basis
The table presents typical propertie~ of 18 CPA Single-Ply Membranes.
Requirements are taken from ASTM 04434.96.
"--' Test methods not required by IheASTM standard are listed without requirement values.
a. Consult the Underwriters Laboratories and Factory Mutual Directory for details.
b. Consult the Factory Mutual Directory for details.
e~~BO~
'-' -'#ER-S4DS
'Note: Typical Properties will increase when membrane thickness increases
II11I11
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"A-I Roofing & Consiruction; ;',
, 550:F Shelley Street,,~ ,',
Springfield OR 97477 ',' .' , '
.. .. 4 . ( ,1
,--1~800.:998,9.nl' .. ',' , '"., .~
solution@ibroof.com
ROOF SYSTEMS www,ibrooLcom
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'_feet''''""",,, "'~'
,.,',~~~_~- ---',~.i},:-~;~
S~CIFICALLY DESi~D
Each roof is specifically designed accarding to i,s
unique needs.
c~.mr;:
--t.
""'11\1
l
Roof Layout Design
IB Roof System was designed for the contractor,
The rolls of membrane are site fabricated to minimize
wrinkles caused by compound angles in the roof deck.
All seams are vulcanized using robotic welding
equipment. Every IB certified applicator is thoroughly
trained in the entire installation process to ensure proper
and professional application,
Prefabricated sysiems are available upon request.
I,'
II
Hot Air Welding
Contractors report that IB CPA single-ply
membranes are the easiest membranes they have
ever welded, IB membranes are welded together
with hot air, and there are no chemical activators or
seam seals needed,
Ponding Water
IB Roofs were uniquely formulated to with-
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Systems single-ply membranes,
/B Membranes are sealed with the nelvest and
most technologically sophisticated welders.
Inseam/as/ening
1 B membrane provides chemical
resistance for roofs exposed (0 high
le\'els of convsive elemellfS.
fir
Chemical Resistant
IB CPA single-ply membrane has proven itself to withstand the
detrimental effects of chemicals such as alkalis, animal fats, petroleum
i oils, salt water, and ozone, These are all common corrosive chemicals in
\ North America that are responsible for destroying many other roofing
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IB membranes contain a special dirt release formula, This
prevents fungus and algae from setting into the membrane and allows
dirt to be easily lifted from the surface.
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,