HomeMy WebLinkAboutPermit Building 2000-11-14SPRINGFIELD
Job# 00-01668-01
COMMERCIAL PERMIT
City Of Springfietd
Community Services Division
Building Safety
Page 1 of2
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225 North Fifth Street
Springfield, OR97477
Location Of Proposed Site: 1333 00001st St Spr
AssessorsMap#: 17032633
Lot: Block: Addition:
Job Number: 00-01 668-01
Office:726-3759
lnspection Line: 726-3769
Tax Lot#: 00544
Subdivision:
ctTY oF SPR1NGF1ELq OREGON
Owner: Marquis Care
Address: 1333 1st St
Scope Of Work: Reroof
Reroof
Phone Number:
City/State/Zip:
Repair
541 -746-6581
Springfield, OR97477
Vatue: $23,600
Contractor Type
General Contr
Contractor
All Roofs Northwest lnc
4089 W 1 1Th Ave, Eugene, OR
97402-5623
Registration #
54264
Expiration Date
9t2t03
Phone
541-342-4177
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 a1726-3769. All inspections
a.m. will be made the same working day, inspections requested after 7:00 a.m. will
working day
Required lnspections
-Priortoinstalting#
WORK
ISNOTtr
:D OR lS ABANDONED FOR
Roofing
Area (Sq
Main:
I
# Of Stories: Height (feet):
Current Units: Proposed Units
Census Code: Does not apply
Total:
Building Permit
Accessory:
1111412000 3783 23,600 $164.50
Fee Paid On Receipt# Value/Quantity Fee Amount
80 DAY PERIOD
Construction Types:
Occupancy Groups:
# Of Buildings:
# Of Bedrooms:
Handicap Access? f]
Job# 00-01668-01 Page2 of 2
Fee Paid On Receipt# Value/Quantity Fee Amount
Building
State Surcharge For Building Permit
Building Administrative Fee
Total Building
1111412000
1111412000
3783
3783
$11.52
$4.94
$180.96
Grand Total
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. I further state 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 the proj address is readable from the street, that the permit card
approved set of plans will remain on the site at alltimes
duri
nature Date
is located at the front of the property,
$180.96
//-///-0
--#',&q^__
3-2?-1999 3: l3PM F ', 8,A53242635 P.2
ND-24A-CAPET]I U.L.CLASSA /SLOPE
FMCLASSA/SLOPE
RANGE:0" to 2"
RANGE: O'to 2'
PERFOHMANCE ENGINEEHED ROOF SYSTEMS NAILABLE DECK
PLYV/OOD DTCK
r" HEAD FASTENER (TyptcAL)
I
SEI INTO ROOFING ASPHALT
]WO LAYERS CONPLY A-IV
ONE LAYER CONSASE W-I IV
MECHANICALLY FASIENED
ONE LAYER CONGLAS CONCAP
SEI INTO ROOFING ASPHALT
APPLICATION**MATEHIALS
THE ROOF DECK shall be tlrm, cloan, dry and cmoolh torlh€ appllcallon of roollng materlals. Plyvr,ood sheathhg
shall be cupported on all edggs and properly nalled. Ply clips aro not ellowed...cross t locking ls allowad.
CANT STRIPS shall b€ nailed lo lh6 deck with proper lenglh m€chenlcal fastonors placed l2' on cent6r.
CONBASE W-1 lV tlase shoel shall be applled al rlght angles lo lho conllnuous iolnls of lh6 suilacr to be oofed.
Basesheotshall be hpped2" on sidesand6'on onds. Lapso lhellowolwaler16overorpar8llel lo, butneveragalnsl,
lhe laps. Ertend h\,o lnches above lhr top ol the canl strlp at lhe bass ol walls and vertlcal surfacas, Mechanlcally
faslen9'o.c.onthslapsandslagusrtsD(2)ro1"r818'o.c. 12'dist nllromsachedge.nflemale:Machrnicallylrsten
wlth apprct Bd lapdclaple molhod, Rows ol lapo ihall bo 12'o.c. Staplo spacing shallcomply with manufaclurer's
requhcmentB,
EMBEO two (2) plies CONPLY A-lV ln chlngle faehlon, lapplng 19'wlth a 17' exposura. CONPLY A-lV shall be
lapp€d so th6 llo!,y of waler ls ovsr or parallal lo. but nevcr agalnst, the laps. All end laps shall be at leasl 4' and
adjac.€nt €nd lap8 shafl be at loasl lZ ap8rt,
EMBED lh6 lull width of each sheel h hot asphalt appllBd at a nominel rate (r 30 lbs. p€r lClo sq. tl. o[ mol sree.
Eacfi ply shall be llghlly broomed, uslrB a moderalely sofl commerclal push broom, a9 lt is applled. All pli6s Bhall: extend two lnchss abors lh€ lop o, lho canl stdp. colidy adhered. Buckles or llshmouths shall b€ cul and r€palred
I propedy.
VALLEYS/WATERWAYS Bhell rocolvo an sxtra lay6r of CONPLY A-lV whlch shall be 8t least 36'wlde. lt shall< €xlend at leasl 0' up incllnes oul ol €lleys. This ply shall bo lald on top of bas6 she€l prior to applicatlon of other
plles. Ented lhe lull width of eadr shoct in a unilorm rnopdng of hol esphalt 6ppll6d at a nominal rate ol 30 lbs.
per lq, sq. fl. ol rcof area.
CONCAP shaI be cul lnto 12-18'longths and alloryed lo llallon. Applyparallello underlylng roollng. CONCAP shatl
be lapped 2' on sidas and 6' on ends. Macenl end laps shall be slaggerad al least 3' apart. Lap Bo lho ,low ol
water ls over or parallel lo, bul never againsl, the lap6. Emb6d tho lull wldlh of aach 12- ,l8' length lnlo a unllorm
solid rnopping ol hot asphalt applled at a nominal rale ol 25 lbs. per 10O sq. ll. of rool area. THERE MUST BE
COMPLETE CONTACT BETWEEN CONCAP AND MOPPING ASPHALT.
ON SLOPES exceeding 1-12'per toot, allroollng shall be applied parallello lh6 slope ol deck. On slopes 2" per
tool awJ oraetsr, lhe ply 6hesl9 and sudacing shset shall be 'back-nallef to th6 deck as degcrb€d ln the 'General
BsqulrBmonlr' sacdon.
'Retsr lo rGensral Requiromonts' ,or proper m€ll poinl ot asphalt for slop€ hvolved.
"ALL applicatlon requirements trom tho 'General Requlremonls- soctlon ara consldered pan of rhe8e
specilicalions.
MATERIALS REQUIRED PER IOO
SOUARE FEET OF ROOF AREA:
Mechanical Fastenere As required
CONBASE W-1 lV, 'l ply 25 lbs.
CONPLY A-lV,2 plies 22 tbs.
Asphalt', plies (2 @ 30 lbs.) 60 lbs.
Asphalt', surlace 25 lbs.
CONCAP, 'l ply 75 lbs.
Acressories and Flashing Materials as Bequired
1/99
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