HomeMy WebLinkAboutPermit Building 1984-07-26NL CtTY OF SPRINGFIELD_-.---
cOMBI NAii 0N'Rppt- t clrton/PERMIT
Job Address )aL EIIERGY SOURCES Sq tq.1n
Hea t !q. Fts s._
l^later Sq.Ft g
Ranq
Val ue oc)
l-ega1 Description
I I
o*neI
Address n Descr
Fam i ac Ga
.c., Build Single
^A t- t----6*tConstructi on
Addre s s Phone L I *Lr
name I ics./o exo l res phone no.rJ
Primary
Structura l
El ectri cal
Mechani cal
CONTRACTORS name addres s 'I i cs. no.exD t res (ohone no. )
II
PI I
l.techani ca'l
PLUIIIB I NG ELECTRICAL MECHAN I CAL
FEE CHARGF NN FFF al.la pG F I'r0 FFF
Each single fixture Residence of furnace/burner to
BTLI' S
Relocated building
(new fix. additional)
New ci rcu i ts al ts.
or extens ions
Floor furnace
and vent
S. F. Residence(l bath)SERV I CES
Recessed wal I
Soace heat-er and vent
Duplex (1 bath) each
Additional bath Temporary Constructi on Apol iance vent
s epa ra te
[,later serv ice Change in existing
res i dence
Stationary evap.
cool er
Sewer mult'ifamily, corm, or
T ndustri a l
Vent fan with
sinole duct
Storm Sewer 0f amps.Vent systern apart from
heat-ino or A.C.
COMI.I./IND. FEEDERS
Mechani cal exhaust
hood and duct
Insta l I /al terlrel ocatedistrib. feeders l'Jood stove/heater
0f s.
ISSUANCF OF PFRIIIT
TOTAL CHARGES TOTAL CHARGES
WHERE STATE LAN REQU
shalI not be vali'l until
IRES that the Electrical work be done by an Electrical Contractor, the electrical portion of this permit
the label has been signed by an Electricai Supervisor and returned to the Building Division
I HAVE CARE EXAi1INED the completed apnlication for oermit, and do hereb.y certify that all information hereon is true
and correct, and I further certify that any and all work performed shall be done in accordance with the 0rdinances of the City
of Springfield and the Laws of the State of Oreqon oertaining to the work described herein, and that NC 0CCUPAI,ICY will be made
of any structure without the permission of the Building Division. I further certify that m-y registration vrith the Builder's
Board is in full force and effect as required by ORS 701.055, that if exempt the basis for exemption is noted hereon, and that
only subcontractors and ernployees who are in comciiance wjth 0l?S 701.055 will be used on this project.
fr;L) C. Dtr(er\DA]E 1 /zclr *liAl,'lE ( pl ease pri nt )S I GNATURE C
Zone Const.ts o. Fto. l'lain x Value
Fire Zone Bedrooms Occy Load !q Ftg. Access x Val ue
Flood P1 ain Stories 0cc.y Group Sq. FtS. Other______x Val
TOTAL VALUATION
BUILDING PERIIIT
Charges and
Surcharges t>
Plan Ck. Conm/Ind
65%/B1do Per Fee
tenls opment
Plan Ck. Res
30%/B1do Per Fee
PLUI4BING PERMIT
Charges and
Su rc ha rges
Fence
D6mo
ELECTRICP,L PERtlIT
Charqes and
S u-rcha rges
Sldewalk
A/C Paving Total Comb. Permit
14ECHANiCAL PERMIT
Charges and
Surcharges
Curb Cut
TOTAL &Q rY
r)'
s0. FT.
TOTAL CHARGES
COMBINATION APPLICATION/PERMIT (CAP)
I. App)icant to furnishA. Job AddressB. Legal Description1. qg[p]_g- Tax Lot 100, Lane County Map Reference
17 03 432. exampie- Lot 1. Block 3, Znd Addition toSpringfield EstatesC. Name, etc. of owner and construction IenderD. Energy Sources1. example- heat/electrical ce.ilinq/or forced air oasz. ExamFTe- waterne6EerytIETil cE-l /or soiffE. Square footage or vaiuationl-EE.
1. examp_le- 1?50 sq. foot house, 500 sq. foot garage2. example- iT new project, check-new _ it aOOitioi,check add, etc.F. Building permit information:1. example - construct single family house with anattached garage
?. examp_le - remodel exist.ing garage into family room3. example - convert singie fam.ily-residence iniorestaurant (change of use)G. Value of work as defined in Section 303 (a) of theStructural Specialty CodeH. DESIGN TEAM AND CONTRACTORS
To avoid design or construction delays, BuildingDivision Staff must be able to contact appropriitepersons regarding design information or job sitecorrections, etc.II. Abbreviated Plumbing, Mechanical, & Electrical SchedulesA. Except where blank spaces occur in the descrlption--portion of the Mechanical and Electrical Schedules,the applicant need fill-.in only the No. Boxes adjacent
_ t0 the appropriate item(s) to be installedB. Ful'l Plumbing, Mechanical, and Electrical Schedulesare available at the Building Division1. To conserve space on the permit form the scheduleshave been abbreviated2. If the item(s) to be insta'lled are not covered onthe abbreviated schedules you should consult thefu l I scheduIesC. BUILDING DIVISION STAFF WILL FILL OUT ALL FEES AND
CHARGES ON THE SCHEDULESD. As noted on the CAp, the label must be delivered to theelectrical contractor for signature by h.is electrical -
supervisor. The general contractor ii not authorizedto sign the e'lectrical labelIII. Applicant to sign and date
llhenever possibie, the initial appl.ication wi.lI be used asa.worksheet oniy. l,lhere possible, Building D.ivis.ion Staifwill prepare a type written copy and return it to theapplicant at the time the actual permit is issued toi trls
s i gna ture.IV. Fees and Charges
PIan check fees are due and payabie at the t.ime of thea-pplication, and no plans will be processed until thesefees are paid. All other fees and charges are due andpayable when the permit is issued.
V. FOR OFFICE USE ONLY
PERMIT VALIDATION
Permit Cle
3tw11
PROJECT CONDITIONS TO BE SATISFIED BEFORE OCCUPAI'ICY:
Permit applicant exempt from registration with the Builder's Board because:
Add'itional Project Information :
PLANS REVIEWED BY:
dates i gnaturename
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SPRINGFIELD, OR 9?4??
726.O50L -
FLEXALUM AWNING
AI'RORA
I{ERTDIAN
MABqUEE
ARCADIA
ENGINE'E|RTNG DATA
HUNTER DOUGLAS ALUMTNUM CORPORATTON
t/zg/>6
Tnur
rtE[aum Armlro corgIRuqtloN
BDil$ar'
BDAB
SteeI
a
UDDcr Peaclr
PaacIr
Tv.r"aca
Valaaee V-Strlnger
EnO
-t
o+
I[o. 2 V-Strlnger
1TEREE STRIX@R COITSTRUCTIOT HIIEOI'T VAIANCI BEATd
Flasblng CbsDDcl
F1aahlag
v
VaLaace Y-Strlager
tro. 2
V-8trluger
YaLance Bcrn
FOIIR STNII{OER EOTSTtstrcrIOT YJIE VAJ.AI{CE BEAI,I AXD NATIER
FIGI'RE 1
SPAD
SteeI
llnreg
Befter
Trrae
Iatcrue0late
V-Strlrg3r
Eudl.
c
FIE)GLUM AWNTNG ENGTNEERING DATA
A. ArrRoRA - MERTDIAN - MARQITEE - ARCADIA
1. GENERAL CONSTRUCTTON.
A11 f'lexalum vertical tytrle avnlngs are mqde ln the same general constmctlon.
The deek panels are d.esigned. to be load carrying members and. are 1n turnsupported. by V-strlngers. Ttre V-stringers vhlch rnEry or nay not have steellnserts serve to loeate the panels and also support the 1oad. lrposed. by thepanels.
The number of stringers used, in the ar+ning d.epend.s prlnarily upon thea1lovable span of the panels. T'he use of steel lnserts ln the strlngers
d.epend.s upon the required strength of the stringer.
Trusses are used. to support the strlngers. ffiren the requlred. trrss spaclngis such that the stringers vould. be over1oad.ed., a steel valance beam 1sused. to support the valance of the avnlng. Wtren four or more stringers areuseil, there ls one or more lntertetilate stringers vhich uust have a centersupport, in those lnstances r^rhen a valance beam 1s requlred. Ttrls supportis obtalned. by the use of a rafter located. nldruay betveen the trussee and.para11e1 r-lth the top members of the trusses. Thls rafter Ls sgpported.by the valance beam and a r,saal br"acket.
TIee flashlng strlnger is a}+ays supported. contlnuously by a flashing chanrtel
mounted. to the waII.
Flgure 1 shows the general construction of an avnlng irlth and. rrlthout a
vaLa.nce beam.
2, CAIJUIATOR.
Ihe tr'le:calum awnlng und.erstructure calculator perforrs the necessaryrnatheratlcal computations to ttetemlne the type of constmctlon regulred.to l1nit the bending moments of the lndlvld.ual- coryonents to pred.ete:m1aed.values. fbe ealculator nay be useil to d.eslgn av:rings for load.ings from5 to lrO pound.s per square foot of proJected. area.
MAIER]AI.S.
Unless otberw-ise speclfied., the alming eoryonents are 'rnd.e of an alu:ulnumaI1oy having the follouing as palnted., typical propertles:
3
Tensile strength
YleJ.d strength (O.Z$)
Elongatlon ln 2 lnches
Modulus of elastlclty
34,OOO p.6.1.
28rOoO p.s.1.
5%
l0rOO0rOOO p.s.1.
TI.EXAU'}{ AHIIING ENGItrUEBIXO DATA
l,tAlERLAItl (Coat. )
Avnlng ccmponenta epeclftecl aa ateel are uade of nArraco Alunlnlzed Steel
fype 2.n The typlcal phyalcal propertles of thla steel aa publlehelt by
the Arueo Steel- Corporatlon are:
Teaslle atrengtbIletd rtrengtb
Eloagatloa 1o 2 lacbcg
,\rOO0 p.8.1.
l+0rOOO p.8.1.
22$
l+. PAIELS, frl+r-ror.
the parcls are roade of alunlaun alloy roll fomedL aatl assenbled 1u tbe
ermtng, ae lnd.leatcd belm:
TIGIINE 2
Locklag
Tab
)z
f:.*r A
Sectlon A-A v-s
PaneI
Propertlee of tbe Bauel aectlon are:
[-- a
3.300"
.025' Ar
l,taxtuurtr paael
etress - lbs. per
eq. lnch
Bend, over tabto Lock panel
la etrlnger
.5zsArea of Eectloa
ilmeat of laertla
Sectlon modlulug
.1O9 ln 2
0O3l+
0065,
in
lla:rlaum panel span
lnehee of borlzontel
proJectlou
ll
.312"R.
1n Outelde Ava{ng Panel3
Experlncutal loatllug tcetg of paaele gave alnlmun etress valvee at fallure
ot 2)r@0 p.e.1.
Ehc follmlng tablc glves ![g narlnlrB panel etressee for tbe varloua loadlngs
rhea tbc armlng 1g uadlc 1a accortence rlth tbe caleulator:
4
8
L2
15
20
Il+
I9
5/B
5/8
5/8
5/8
5/8L/\t/\
r5
\6
l+5
l+5
l+6
35
3'
200
300
,00
5oo
8oo
300
roo
t
,
t
t
t
t
t
I
Load,lng, Iba.
Ircr aq. ft.
ProJected Area
5
10
L'
20
25
3o
l+O
FI.EIWUM AIflIITG ENGIXEERING DATA
,. v-srRrrGEB tlrrnotrr rNsERTg. (v-strtnger, ffi7t-201).
L 2-8?5r
Panel Spaclng
B .81r AI. Alloy
Sectloa B-B
Pane1 Bcaovedl
V-Strlnger
PaneL
[heu the V-etrlnger vltbout lnsert 1a uaedl. l.n the #2 atrlngsr locatto (ece
fU. I), the valance of the avalng lncreasea coasl0erably tbe effcctlvr
etlffneas of thla atrlager. Ia load teota, lt vae fouDA that thc V-etrlager
vlthout lueert vhea lufluenec0 b our gtaadlar{, aralng valauce vouLd, rsalrt
a benalng monent of 375 Ib. lu. fhe naxlroun umeat rbleh vtlI be lupoaedl o
tbla etrlnger 1a aa aralug cteelgaed, 1a aecordance rltb thc calculetor ta
3l+l+ Ib. tD.
I{OIE: The V-etrlnger rltbotrt lneert 1g nerrer ueeA ln the lnte:med,late etrlnger
posltlou (see Flg. I).
6, v-srRrlIGER rrrE stEEL rnsERT. (v-strtrger #7t-201, ancl strlnger rneerb #7t-zl0',
l1rlE nember le the rcgul"ar Y-atrlagcr vlth a steel lasert aseembledl as
shotra belsr:
TIGUNE 4
100
d+o
B
roo 4 .Ol+7 gtcct
8u
Sectlon C-C
V-Strlage:rr vlth Steel
Insert.Panel Removed.
StceI PaneInsert
Irben the V-etrtnger rlth eteel lnscrt 1s used. 1n the #2 strlDger locatlon
(See F1g. t), tne valaace of the arulng increasea eougldlerably the effectlve
stlffneag of thls atrlnger. In loact-defLectton teste, tt rae found, tbat the
V-atrlnger vlth gteel lnscrt vhen lnfluenced by orrr etaad.arrl aralng valanee
vorJ-dl rcelet a bendtlng mooent of 2L@ Ib. 1n. The uaxlnun monent vhteh v111
be fuopoaedl on tbls strlager tn au avulrg Oealgned 1n accor^d.ancc vlth thc
calculator 1s I53O Ib. 1u.
-lt'c
c
TIGUBE 3
TLEXATT'M AIININO ENGIIIEERING DATA
V-STRIXOXR I{ITE SIEEL II{SERT (Coat. )
Wheu the V-strlnger wlth steel lneert 1e u6ed ln the lrte:mecl1ate atrlnger
posltlon (see Flg. t), tUe loadl lnposed on tble strlnger 1s conelderably
lese than would. be e:rpectecl 1u a rlgld stnrcture. Thls 1a clue to dleflectloa
of the varLous uemberg alIorlng the panels nhlch are qulte stlff to transfer
a portlon of tbe load to the valance and the flaeh{ng etrlDger.
A npmber of Loacl tests have been nadle on avnlnga ruade vlth a valance beau,
rafter and an lnte::uedlate Y-etrlnger rlth eteel lneert. In aII teeta lt
was fouDfl that the lnterned,late V-etrlnger raa eufflcteut for auy loadl
rhlch the valance beam vouldl eupport.
7. VATAITCE BEN{, #47t-et14..
1'he velance beam 1e ueeA to aupport tbe front of the arnlng anil le attached to
the [o. 2 V-strlnger. Loedlng teste of a valance beau bullt lnto au avnlng
luiltoatedl tbat ttre valance bearn go uorntedl w1Ii. support a loadl vblcb w111
prodluce a beudlng mouent at the valance of tbe avutng of at least 98OO Ib.
ln. fhe uaxluum moueut rblcb vlII be lnpoaeil on the valaace of the atmlag
wben deslgned. 1n accorrlaace sltb the calculator rlll aever exceetl thle value.
x7
6/t
ANEA OF 3ECTION . as r ir.2
-ztl ax.1
3. t57 lN.
UOilENT OF INERTIA
100
s'w.047 STEEL SECT I Ot{ MODULUS
VATANCE BEAtl, lfulyew.
rrgunE 5
RAI'IBS.
A rafter le supportedl by the valauce beam and a raLl bracket. It ls located
midlway betveen tnrsses and paralLel to the top uembers of tbe tnrsseE.
(See Ftg. 1).
Tbe rafter is used to support tbe lnte:mecllate strlngers at the center of the
span.
E:rpcrlnental- Ioad, testlng of arralags butlt with a valance beam andl rafter
lnc1lcated tbat the proportlon of the load carrted by the rafter varled
eonslAerably depencling upou the proportlons of the avnlng. Further testa
iadlcatett that tbe actual bendllug load on the rafter rould never be greeter
tban the moment vhlch vould. be obtaluedl by consld.erlug one-half of the total
Ioad on the anutng eveuly tllstrlbutetl on tbe rafter'
17L32
8
l-
TLErALTIU AM{INO ETGII{EERIDO DATA
BAIIEBS (cont. )
2.1+19 l+f9r2.
[''30!
dro713
t
I
Eat Sectlon, fl+7t-tol+
3,106
AI. Alloy
or Steel
Tro Eat 9eetlons Back to Back
1*
.Ol+O
41. Alloy
or Stcc1
r'+l r
3"
#J+
t/8
T
L/8 3
AIun. f-Bean
71-2005
-1-
r.7b,
I
.oL?
Steel
7l-2]-7 a|, Rtuu. I-Beara
#a+7r-zool+
nAmER s,crrol{'
FrGuaE G
Moment of
Inertla
etL/8
Bat Seetlon vlth
Steel Insertr #4
Ihe follovtng 1s a llst of the dllffereut rafter nembers vltb tb,e 'nqxtuunmoment and strees developed 1n the rafters rrheu the arnlng le bullt aecordlngto the calculator.
Tbe values of moment and gtreeg are flguredl accord.lDg to the above uentlonecl
methotl frm actual load teet reeulte.
Section
llodulus
l.taxteun
Mooeut
Uaxlmrn
StreeeRafter
Alunlnuu Eat Sectlon
Steel Eat Sectlon
Alunlnr:u Eat Sectlon rrlth Insert
Steel Eat SectLou vlth Inaert
2 AIun. Eat Sectloas back to back
2 9teel Eat: Seotlona back to back
at"
3"
Alunlnuo "I'BcanAlurntnul'I' Beo-
20
3o
I9
29
2lt
22
10,
IO'
38
38
l+5
55
ro7
107
6g
5g
507
99
2200*
33oo't
550o*
66oo*
7500*
11200't
L1200*
l5OOOI
8oo
900
500
,00
900
700
t
t
,
t
t
#Ibeae valuee vere deterdnetl by experlneutal load teste of avalaga vlth raftero.
FLEIALIIU ATI{ItrO ENGINMRING DATA
9. AWf,rrG SrDEs.
A ulbcr of aralnsr of varlour alroa aan algle! rGra bullt aall norated vltbout
tr.unm. fhGlc rralagr ucr,.c loll taetc0 to detarulac thc etreagtb of the cLa!!r.
It rar foud tblt tb. e1(br rtll ;npDort thc aralag vhcn thc load oa tbc
eratag d,orl aot crcccO 8OO ttrea tbe tangent of tha aa6lc of tbc aralng roof.
10. mIrBEEg.
lltr trurso! aDt ooartnrctrlt ln tbc fo[grlag tgrerl
llnur tyac Ol 1r r0r o! alrnlnun lquarc bracc, fi|J--J:O5.
lnus tJrpc 6 1g na(b of rtccl square bracsr #a+Z:'-IL5s'
|flrrrr typea ![, 2A, aDn 3A are ua&e of alurnlatn bat aectloa.
llrtae t3rpca 18, 29, ard 35 are ndle of ateel bat ssctlou.
AXnu. or
Stecl
3h
f'--- oa & os! \.--i.>l^./r'Q.I 1
-I
3h
o93
.51+
I
I
1A & III
Eqnarc Eraeellmat oE lr:rtla = .@)6
BaCtug o( Oyrrtloa t.2)
:"2A&2S L.7r3 .olo
A1. ALLo
or 8tce1
I Eat Scctloa
Iaaat l{rent of Inertla .
Ieaet Badlus of Gy:ratlon
I
I
I
t
II,EXALUM A}INING ENGTNEERTNG DATA
TRUSSES (cont. )
The calcuLa.tor ls basecl on the foJ.lov'Ing formulas for a multlple span
awningt
Actual corrpresslon l-oad on member A =Total J.oad on one span of avnLng
AJ-Iowable eonrpresslon 1oad. on member O =2
The latter fonrula ts a varlatlon of Eulerrs fo:sul-a for columns.
fhe fo11ov'lng table gi.ves the factors used ln the above fonruLa. fbeee
values vere d.eteralned. by experlmental coryresslon load teste ustng one-haIf
of the values eo d.etemlned.:
Tnrss Tfpe
trbctor used. ln
Ca]-culator
213r 0O0
4Sorooo
lr5OOrOOO
5,57O,OOO
1r 11+OTOOO
4rooorooo
Factor from
EuLerr s For.ru].a
g58,0oo
2TBOOTOOO
gr2oor0o0
2TrOOOrOO0
gr2o0r000
2TrOO0rOOO
OA
OS
lA and. 2A
15 and 25
3A
3s
EUNTER DOUGLAS ALUMTNUM CORPORATION