HomeMy WebLinkAboutPermit Building 1998-10-2088$lif l?fl'JxP tsi,'
R I A L
225 Fitlh Street, Springfield' Orcgon 97477
gPFINOFIELO
//lo s a-s
JOB NUMBEFI
INSPECTION Ll NE: 726-3769
OFFICE: 726'3759
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LOCATION OF PROPOSED WOFIK:
TAX LOT:Z7 1
ASSESSORS MAP:
follow
PHONE:
ZIP:AL
ol
I 7
STATE:
I
U {J
I K
- 07q
^6OWNER:
ADDRESS:
CITY:
VALUE:/Sc'o5/.
DEMOLISH OTHERDESCBIPTION OF WORK:
NEW / BEMODEL ADDITION
PHONEADDRESSNAME
CONST,PHONEEXPIRESCONTRACTOR #
I
k14
,AFTCHITECT:
CONTRACTOR'S NAME
GENERAL:
PLUMBING:
MECHANICAL:
ELECTRICAL:
ADDRESS
t{-
FEENO.Furnace/ burner & vent
< 100,BTUs
Single Fixture /burner & vent
Relocated
f ix.Pu,ceI fi
-SaninitarY Sewer ft.
the rules
ft.
1OAR
call
Backf low Device
the
--MEEIEnTca exhaust
hood and duct
IF THF t
EHMIT I
$10.00
)NED F()OMMENOED ON IS ABAND(
Permit lssuance
TOTAL PERMITTOTAL PERMIT
_ OFFICE USE -
LAND USE:
OCCY GROUP:
* OF STORIES:
OUAD AREA:
* OF BLDGS:
CONSTR. TYPE:
HEAT SOURCE:
* OF UNITS:
VALUE$i SQ. FT.SQ. FT.
TOTAL VALUE OF PROJ
X
X
X
SQ. FTG MAIN
SQ. FTG ACCESS
SO. FTG OTHER
/L.r o
PLAN CHECK FEE DATE BYRCPT#
BUILDING PERMIT zf4 PLUMBING DEMOLITION
5% State
Surcharge t,z{ /v{5% State
Su rcharoe
MECHANICAL FENCE'
VALUE $
5% State
Su rcharqe
SIDEWALK
FT.
SUBTOTAL
PERMITS
PAVING CURBCUT
FT.
SYSTEMS
DEVELOPMENT
-t{9 rzTOTAL PERMII FEES
EXCLUDING ELECTRICAL
I
7
77
FEE
-StormSAwer
mpmff$a): --"-"
Vent System aPart
from AC or htg.
HANDICAP ACCESS:
FLOOD PLAIN:
ZONING:
LIGHTING POWER BUDGET:
WATER HEATER:
It is the responsibili
726.3769 (rec order),state your City desifor inspect ion. Regu ests received beforethe followi ng work day.
SITE INSPECTI ON: To bemade after excavation , butprior to se tup of form
UNDERSLAB P LUMBING,ELECTRICAL &MECHANI CAL: To be madebeforeany work is covered
ty of the permit holder tos
REQUIRED INSPECTIONS
gn
7:00 a.m. wil
ated job nu
ee that all ins
mber, job
I be made
pe
address, type of ins
ctions are made at t
the same working
pection
he proper time. To
requested and when
request an ins
you will be ready
pection, call
day,requests made after 7:OO a.m. will be made
ROUGH PLU MBIN G,PAVTNG: A f ter gravel is inELECTRICAL&MECHANT CAL: No work i sto place but prior to placi ngbe'c overed until these asphalt or concrete.
tn spec
pproved
tions have been MAde SPECIAL INSP ECTTONS: ln accordanceand a
Section 306;f the State S pecialty Code
3l'Jf^?^lt'il.sroPs &a special ins Pector shall b eem ployedby the Ow ner/ Contractor duri ngconstruction of the followi ng work. AFIREPLACE: pri or to placing be furnis hed to the Buil din
copy of th e special testi ng
FOOTINGS & FOUN
To be made after tre
DATIONS:
nches areexcavated and forms areerected, all ste6l in place, butprior to placing co ncrete.
CONCRETE SLAB:To bemade after all ins Iab buitdi ngservice equi pment, conduiplplng, acc essories and o theranci I lary equipment items arein pl ace but before a nyconcrete is placed.
UNDERGRoUND: PI umbing,electrical,gas, sanitary sewer,storm sewer, water anddrainagelines. To be madeprior to covering or fillin strenches
reports shallg Dlvision.
STRUCTURAL CON CRETE: lnexcess of 2500 pS.l. (306 a.1)
STRUCTURAL WELDS:Performed on the job. (2222 t)
HIGH STRENGTH B OLTING:During all bolt ins tallation andtightening operati ons. (306a.6)
-ln addition to the ins pections specified, the BuildingOfficial may make or requireother inspections of any
SPRAYED ONFtREpROOFING: U.BC.Standards 43_8.
SPECIAL GRADING,
EXCAVATION AND FILLING:During earthwork. feoOi.lt-ir,Chapter 29)
GLU.LAM BEAMS: tnspectionCertificate by an approvedagency, furnished to the Citv,sBuilding Division before
!9qf" are ptaced. (2soi U.B.C.STDS. 2s-10,11).
STRUCTURAL MASONRY (306
a.7)
t,
materials and beforeinspectton
lNc: To be mad e afterroof, all f ramin g, firelocking and braci ng are inplace and all pipes, chim neysand vents are com pl ete andthe rough e lect rical, plu mbing
roved.and mechanical are app
INSULATION & VA PORBARRTER: To be made after allinsulation and
barriers are in
required vaporplace butbeforeany lath or gy psumboard i nterior wall c overing isapplied
CURB AND APPROACH
APRONS: After forms areerected but prior to placing
concrete.
UNDERFLOOR: ptumbino.
electrical, mechanical. TJ' bemade prior to installation offloor insulation, decking orfloor sheathing.
POST & BEAM: To be madeprior to installation of floorinsulation, decking or floorsheathing.
FLOOR INSULATION &
VAPOR BARRTERS: To be. made prior to installation of
" decking or floor sheathing.
MASONRY: Steel location,bond beams grouting orverticals in accordance with
UBC 241s.
ROOF SHEATHING ANDNAILING: Prior to installing
any roof coverlng.
FIRE & SEPARATION WALL:Located and constructed
according to plans.
LATH AND/OR GYPSUM
BOARD: To be made after alllathing and gypsum board,interior and exterior, is inplace but before anyptastering is applied or beforegYPSum board joints andfasteners are taped and
f inished.
SIDEWALK & DRIVEWAY:
Required for all concretepaving within street right of
way, to be made after allexcavating complete and formwork and sub-base material inplace.
construction work to ensurecompliance with the Building,City or Development Code.
frami
-F
By signature, I state and agree' that I have carefully exam.ined the completed application and do hereby certify that all informationherein is true and correct, and lfurther certify that any and all work performed shall be done in accordance with the Ordinancesof the City of Springfield, and the Laws of the State of Oregon pertainlng to the work described herein, and that NO OCCUPANCYwill be made of any structure without permission of the Building Safety Division. I further certify that onty contractors and emptoyees
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
ard 18 locat€d at th€ front of the property- end th6 approved €et of plang wlll remaln on the elt€ at all
70 ?9/bDateSignature
str€€ti that th€ permlt
on.tlmaa durlng oo
20 f/dOATE PA[D.VALIDATION VE {q sz)AMOUNT RECEI e ct 3
FINAL PLUMBING
FINAL ELECTRTCAL
FINAL MECHANICAL
t
FINAL FIRE DEPARTMENT
SITE PLAN REVIEW BOARD:. Must be requested 2 days in advanceof the date you wish inspection. Ril proJect conditions sucnl""-Iandsca.ping, parking lot striping, etc. must Oe compfeled-b;iorurequesting thls inspection.
FINAL BUILDING: Requested after the final plumbing, etectrical,mechanical and Fire Department inspections are made and
lpproved. No occupancy of the premises can be made until acertificate.of occupancy has been issued by the auitoinj oivisionand posted on the premises.
ADDITIONAL COMMENTS
PLANS REVIEWED BY DATE
frnrrt, irrry Lolc:ak iC-1{-9f i,C2Pru n' I of I
Tti, i{En llatd
ITW RamwtlRed[hd
@ tlantset
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[qlEFEfl,yH/, trvty rtqt 0RXy0 gfSEtS
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atuurc*nuruoI
ENGINEERING DEPARTMENT
lT\,V RamseURed Head
1300 N, Michael Drive
Wood Dale, iL 50191
Ph:630-350-0320
Fx 530-350-1858
To: KEn Ward
Fnom: Amy Kolczak
Date: 1@-14-gg
Page 1 of g
tIt
I
I
'l'r I I.!n Idi4 tI0l[r fiIly I.0lCZqL .ru-lri')o t;t(IJt[ D, ( 0I )
ICBO Evaluation Service, lnc.
5360 VJORKMAN MILL BOAD o WHITTIER, CALTFOFINIA 90601-2299
A subsidiary corporatton ot fie lnternationai Conference of Building Oflicials
EVALUATION REPORT
Copyrighl $ 1998 ICBO Eva,'Jelicn S€Nico, lnc.
ER-'t372
Reissued February l, 1998
Filing Category: FASTENERS-Concrste and Masonry Anchors (066)
ITW RAI,',|SET/RED HEAD SELF.D BILLING.
NON-DRlLL, STUD, TBUEOLT WEDGE, AND
MULTI.SET' II CONCRETE ANCHORS
ITY' BAMSET/FED HEAD
13OO NORTH MICHAEL DBIVEwooo DALE, tLLtNOTS 60191
1.0 SUBJECT
ITW RamseL'Rad H€ad Satf.DrrllinE, Non-Dril , Stud. Trubolt
Wedgo, and Multi-Sat ll Concrete Ancho16.
2.0 0ESCBil'rTtoh!
2.1 ITW BamseVFied Head Self-Drilllng Anchor:
2.1.1 General: The ITV/ BamseURed llead anchor rs a self.
d rilling concret€ expansten
pander. 3cth elements ar€
shell anchor v/ith a single coie ex.
made lrom heat-treateil sleel. Ihe
steel lor the body c r:nforms to AlSl Specificat ion C-1211 -1,
and :he steel fcr the plug conforms to AlSl Specilication
C-1010. The anchcr has shalp teetn at one end and iseight
othcrtnreoded iniernaily ot tho end. The ouler surface of the
ti,lL ular shel I al the toothed enc has annular broaching
the concrele. Steel for the heat-treated stoel plug con{ornrs
to Alsl c-1010.
2.2,2 lnstallatlon: Embedment, spacinE, edge distance,
and concrele requireinents are shown in Tables 3 and 4.
Holes musl be prodrilled in normal-werght concrete wrtn car-
bide-tipped mascnry driil bits manulactured \uithin th€ ranle
ol lhe maximum and mrnimum drill lip dimensions ot ANSI
Standard 8212.15-1994. The anchors nrusl be installed in
drilled holes naving the sarne diameter and iength as ihe an-
chor. Alter the hole is drilled, it is cleared of all concrete c,Ji.
tings. A Red Hsad plug is set into the bohom ol the anchor
prior lo insertion in the holc. fhrough use ol a selling tooJ pro.
vided witlr each anchor size, the ancho, is thert driven over
lhe plug, causing expanston ol lhe anchor in ihe hote.
2.3 ITW FamssuRed Hoad Stud Anchors:
2.3.1 con€rc|: Tho l'fv/ BamseyRed Head slud anchor is anon-drilling ancho
lormed from steel
r with a crotruci ng exiemally threaded siud
ineeting lhe minimum ;'equirements of AlSlC-1213. The anchor bodt has an axral hoie, axiai slots. anda G€rre6 Uf annual broaching nngs in the expanslon €nd of tl.te
, the anchor anchor. A flang ed, conicalqrooves anC fcur miiled sllts. Al it,s threaoed end
rs p,ovrdod ,ilh an unthreaded chuckrn 9 CCi€ thal nas an annular break-oif groove at its base for flush mounti ng Anchorslterl anC exparjder cone are electro deposit zinc and chrornate-plated
2.1 ,2 lnstallation: Embedment spacing,edg€ otstanca,and ooncrete recLJirenenls are shcwn irr laol es 1 ano 2. Theanchcrs are jnstalled by a llcd
air or el€,ctric irnoact harnrna
the minimuni requiremenls
into the bcdy,
2.3.2 lnstallation: Embeorrent spacrn9,distance,and concrete requirellerts are shown in 5 and 5.Holes rnust be predrillod in normal-weignt ccrncrete wilh car.bide.tipped rrasonry Crill bits nr
expansion plug ol steel rneeting
of AlSl C-1010 is preassemblei
edge
Tables
of the rnaximum and rninimumel 747 Rolo-Slop Harnmer,by standard 821!.15-1994. Aft€r the hoie is drilleC, it musl ber, or by hano. The anchor ls us ed
norrnai.rvoignt concrets. Aft af
must be r.emoyed and tne hole
The alcnors must be inslaliecl in oriled
cleaned. The hole depth is regulated oy lhe drill
dianneler as the ancho r, ano are set bydnving thg anchor cver the plug, causing expansion of the an-
anulactured nilhirr lhe rarrce
drill ri5 ,Jirnensions ct AN-it
thorough
as a Crill rn lon:ring
the holc is fcrn:oC.
tne nole in
lhe anchor
chucklng end ol the
Verif,cation that the
cieared oi all cutt;nos
holes having the sa'nre
ly
nchuck. A ed Head pl
chor prror lo inserlion
ug nust be set i
in the hoie. Th
into the bottom tf tne an
e concrete anchor rnustbe driven over the plug, to cause expansion ol tho anchor intfle hoie The
2.4 lfW HarnsetrBed Head Trubolt U/ejge Anchor
2.4.1 General: The Tllbolt Wedge anchor is a siud cclt typeof drop-in anchor. The anchors ui', *rj_rrrruo'oliacnire.l,rom zinc-plated and chromate.dippeo l.,nori.i"et, hor.dipped galvanizcd carbon steet or uiji.r"rs.trri iiiar useoto proouce the anchors cc,mpties wtrn nisiCioiito irrsrC.t0zz ard AtSi C-l213 carbbn sreels, Tyol'ai+ oiiype rrOstainieEs st€ets, Hot-drpOed gatvar.ri;ng'.a"jG'*,ii aS;.V153 Ctass C requrrements. ir.,r" urpuni"iriS"r=r..* rrul-cated f rom starnrBss st'e, or carbon ,r.J;;;j;;;J',uqri,._ments ot Ty pe 302 o: AlSl C_ I 01 0,
"rp..rir.ly.,Coiiltor,mnOanchor sl.uds are avairarre on 1;1r;1;;-t.ii"n"] 5f .,..r.,
l/:.ll9lr-, s/B.inch- and 3/a.inch-oiu_ului {e}, g]s,'ri'2. r i.gand t 9.r mm) wedfle anchors. fne ancn'or .i,iJ,r',ir.uo.,ial its uppor erd and"ras a strarght cyrrndrrcar sectiorr recucedin drameter. around which lhu ;xp#;;;;r"""* ir"i"lh.rr astraighr -raDered seci jon e nra r gt n3lrc ; Iyt;ffi ilr.i, u",,,u
anchor is broken off with a
*ilh AlSt C-12114,with Internal
n hole at the oxpansion end. The
chor,
hammer biow.
throacis 3t
Eraluolian raptrt:t
rn steel ccnplying
one erd and a plai
anchor has bsen inelalledproperly is er.idenced b,v ine fact that the anchor does notproject above the Suflace of the ccncrele and the red plug tsvisiblo at tno bo:lom of the hole
2.2 lTIy BamseVged Head Non-Drill Anchor:
2.2.1 Gener al; Tfre non.lrill ancnor ccnsists cf a shetllornted lro
sheil is divr ded inlo four equal .se9rnenls by radialslots ntilledaxrally al ong tne length cf thB shell.A series ol annularbroach;n g rings ia cutlnlo the expansion end ol the anch orThe a nchors are sel over a h ardened steel, co nical-snapedexpancer plug Lly driving the anchor flush with the surface of
fi bust<{, Llyafuario
t{ ICBO Enluatctt Senito, lnc., art is.tutl solely
aslhelict or an-v olhu allrihulcs not
ru prtvi,lt !,nfomairut lo (,tats A natritcrs oJ l('ltO, ttittlnr!
sptrifirolll a,lJr6tr.s4 n1, o,
thp tod? ulnu *r,rch iltt,np,rrt
an til(lottctilenl tr frcomDtn-
n rcporu or(: nol b lre cnnstued os repnvn:inEdclinn lor ust of the suhitct tcport.
This roport k lmsed upan itrdepildenl tt\ls It oiher l!.hnicoi ltllt shhmitr.,C b! the applitrtt.'t'h. t{Uoh'sl tt'su{tt d,:,l.iir tl!her dua, btt dott,nol po:;\ttt ltsl lilcilitits to ncke stt i n dcpend t n ! t, erif c al irnt,,l hcr tu inp!!td, rc tc rnS ''Finling"ar otlur mailer ia th( rcfilt ot ar lo anX proiuct c oycr.ll by tlta n?ort. This
Page 1 ol 8
T.,, i.En liaLC
Page 2 of I
[rrm' iriuy [oiczak 1C-1,i-96 {; Ij?ptu p, J crt I
EFI-1372
rncrease the diarneler oi the expanrjer ring as the slud is tighl-
8n0d r. tns c(ncrete holc, 'he expander ring which is lormed
arou.rd rhe stud bolt, consists of a split-ring element w(h a
'L:oine d' Qro,-':v€ nl eech end. The expander ring is designed
lo enlaQe lhe walls 0f lhe concrele hold as the tapereo portion
of the stud is lo:coo up^ard agalnsl ils inlerlor.
2.4.2 lnstallatlon: Embedment. spacittg. edge distance,
anC concr3te requirernents aI8 shown in Tables 7.8, 9 ancl
1.+. Holes r:rusl )e pred:iiled in aornal-weight and lightw€rght
concrele with carbide-tipped masonry drill bits manulactured
wilhin the farge 01 :he rnaxirnLrn and minirrunl drill tip drmen'
sir:ns cf ANSI Stardard ts212.15-1994. Ths anchors must be
ir:stalled in hotes the same nominst size as the anchor size,
wilh a greater oeplh than lhe length ol embedment desrred,
out no less than ths minimum €mb€dment. The hole must be
cieaned out pricr to installation of lhe anchor. The anchor
rnusi be tapped into the hole to the ernb€drnent depth desired,
f,ut no less lnan :he m nlmum emb€dmant. A standard hexag-
onal nut and v/ash€r must b€ used over the mat€rial being
fasiened anC the nut tighiened until the nrtnimum inslallation
torque. Es ndicateo rn Tables 7 and 14, is reached.
2.5 ITV/ RamseVRed Head Mulli-Sel ll Anchor
2,5.1 Genoral: The Multi-Set anchors are deslgned to b€
installed in a prcCrillcd nole equal tc lhe anchor diameter. The
ancho: consists of a shell formed frorr. carbcn sleel or stain'
l€ss steel meetrng the minirnum requirernenis of AlSl C- 1 21 3
or Typo 304 rospscti\,€ly, and an oxpansron plug lormed from
carbon oteel or stain:ess steol mccting lhe mrnimr,Jm requrre-
r-'rents ol AlSi C.r01C or Type 303, resPeclively. Tho expan'
sion end s divrded inio four €qual segmenis by radral slots.
The expansion pl:lg rs pieassBmcled and is cvlindrical in
cross section.
2.5.2 lnetallatlon: Embedmsnt, spacing, edge distance.
6nd concrele requirements are ehown in lables 10, 11 and
13. lioles mr,st be preorilled in normal-weight anci iightwcignt
concret€ ,^'ith carbide-lipoed masonry drill bils manufaciured
wrthin ths range cl the maxirnum and rnininrum Crill lip dimen.
sions of AiISI Slandard 8212. 15-1994, The anchors nust be
installed in predrilled hoies, the holo depth and diameter lor
eacll anchor size being lrsled in Tables 10, 1| and I3. Alter
tne nrls is drlled, rt is ciearod 01 atl cutirngs. The anchor rs set
by rnstalling the expansion she I and ther Criving the cone ex-
pander wilh a s€ttin! tooi provrded with each anchor size.
When the con€ expan(le. is Criven down rntc the anchor, the
legs o[ the shcll cxpanc.
2.6 Design:
Allowable siatrc loads are as sel lcrlh in Tables 1. 3,5,7, 1C,
13 and I4. Ailowable loads for anchcrs subjected to com.
bined shear and lension lorces are del€rmined bv tne lollorv.
i,rg eQtration:
\Poi P,l5i3 + (VJVilt/x 51
where:
o-
Pt=
Applie0 tension load.
A.liorvoblo tensicn road
ApplieC shear loacl.
Allowable shear load.
The anchcrs cannot be subjected tc vibratory loads.
.Sorrces ul suslr loads inc;;de, for exaropie, reciproc3tir)g en-
grnes, crane lcads and moving loads due to vehiclas.
2.7 Special lnspection:
When spec,al rnsj:eciion is requircd, scmpiiance ',rith Sec:iott
1701 .5,2 of the cocje is necessary. The spacial inspeclor rnust
be oi the .jobsite contlnlou.slv c,uring anchor installatiurr to
verify anchor type, anchor dimensions, coilcrete type, con'
crete corn,oressive strelgth, hole dimensions, anchor spac-
ings, edge drstar]ces, slao lhickness, ancho'embedrnert and
tignton,ng torque,
2,8 ldenlllicationr
The concrete anchcrs are rdentilieo by lhcir drrnensiol'lal
characteristics, the arEhor -size, and by the length code
sramped on the anchol The conical.shaped exPanrler plugs
are colored red, See Figurc 1 tor additional dotails. Length
ccoes aro in Table 12. Packages are rdentilieC rvr'lh ihe anchor
type and size, the manulaclurer's name and aodress. and tlte
name ol the quality conlrol agency, PFS Corpcration.
3.0 EVIDENCE SUBMITTED
Dala compiying with the ICBO ES Acceplance C:ileria tcr Ex.
pension Anchors rn Concrele and Ma90nry Elements (AC01).
dateC Seplernber 1997.
4.0 FINDINGS
That the ITW FamseURed Head fastcners descrlbed in
this reporl corrrply wilh the 1997 Uniform Eullding
Code"' , sublect to the followlng condltlons:
4.1 Anchor sizos, dlmensions and installation are as
set lorth in this repcrt.
4,2 Allowabte shear and lensron loads are as sct forlh
In Sectlon 2.6.
4.3 Calculations jurtifying lhat the applled loads com.
ply with thie report aro eubmilted to the building of-
ficlal for approval.
4.4 Spocial inspectlon rs provided as sat forth in Sec-
llon 2.7.
4.5 Anchors are limited to lnstallation ln uncracked
concrete! which ls concrele subjected to tensile
stresses not exceeding 170 psl (1.2 MPa) as in-
duced by external loads, deformations and interior
erposures.
4.6 Anchors are limiled lo nonfire-resistive construc-
tion unless appropriate data is cubmitted to dem.
onstrgte enchor perlormance ls rnalnlalned in fire.
resistive situationE.
4,7 Anchors are manulaclured at U.S. 12 €nd Liberty
Trall, Michigan City, lndiana, wilh inspections by
PFS Corporation, NEFI.QA251.
4,8 Use ql eleclroplal€d or mochanically plated carbon
stecl anchors is limited to dry, interior locations.
Use ol hot.dipped galvanlzed carbon s,leel or stain-leis stoel anchors is permltted ln exlerior-erpo-
ssre or damp environment6.
4.9 Use of anchors in resisting earthquake or wind
loads is beyond lhe scope cf lhis report.
Thie reporl is subjact to re.examination in one year.
Tr. [i[n 11.'O Irr,ru ' /rru!' fl.o]czak 1C-14-S$ i,0ipm r', { of 3
Page 3 of 6 ER-1372
TABLE 1-lTW BAMSET/RED HEAD SELF DRILLING ANCHOF ALIOY/ABLE SHEAB ANO TENS,oN VALUES (pounds)r,3/0
c pc
BO:T
FUrSI: Iinrh=15..1 rnm. Ilhf={45N. Ipsi =5.6crkPr.
Valucs hrlc bce;l trhuhrcd lor horh A.ST$I A l()7 rnd A {,,t9 bolts tlstrllei wilh thc dcvi:c_
iThese lensi<rn "cluer iuv uppliuublc only rvhro drc unrhorr a:r: insrEllcd with spccial in:i;rcrlron as sct fcnh rn Scction 2.7.JTlrc tttitrittrultt uuncrctc tltiq\ncs; is ll/2 clnbetJnrcnt rJcprh. or cr':rbedm:;rt drpth ptus rlu-ce dmcs anrhor diamerer. whichevsr js grealcr.{Th.' :urchors irre ill,ustrotrd ar iollow$
TABLE 2_BECOMMENDEO SPACING AI,ID EDGE DIST^NCE REOUIREMENTE FOB IT1,, HAMSET/RED HEAO 6ELF.ORILLING ANCHORl
l0
/t't
olA.
E
,Et
ll
For .lI: I inrh = l.'1.4 rnrn.
lLirear iuterpolaion rra;,bc used fot intermrdirtc ipsrng and edgc distcrccs
TABLE s-'{TW RAMSETnED HEAD NON'DRILLING ANCHOn ATLOV/ABLE SHEAR AND TEI{SION VALUES (poundi)1.2,4,s
,'6. 2,000 Dot 'E. 4,Cm F.i
SC,LI
0rA,
i AicHoa
IiorSI: I inch = 25.,i mrn, t lhi-4.{.; N. I Dsi - 6.89 kPo.l'l'rc rahula:crl shcir anrl lcnsilc virlur:s rrc Ior lnchors COnCfC I il havirrgValucs lrcvc bc:n tabulatcd t'or burh A-sTi\.l r\ .107
, instrllcd in slonc-ai;,rcgJrc
arrd A 4.19 b:ritr insrallcd w ith (lr dcvicc
tru dciig'rared ultiirraic ,;ornpressive strengrh al thc ritlr ot insrullutir.rn
l fhc holcs ilr!. (,rill(xl with htts comfr
J'l hcse tcniion vclucs r.rc cpplrcablc
lying wirh ANSI sJrccifi,:arir)n 894 r;-77 Thrhir rlii0rer(rcrluals rhe anclordirnrrer
iTnc minimum concrctc lhickncss ir I l/2 cmhcdmcnt dcfih. or cnrbcdnl.nt dcpth plus rhrcc tinc: thc Jncitci dlamct:r. vhicircvcr is grcatcr5Tic J.lohurs are illust;.,rtcr.l us (ol lo*'s
only whcn lh\: an(hors irc installcd w,th spccial rn,;pcction rs sct lorth rn Sectror ?.7
AXCHOA
DIA,
(lnchorl
li,Nl^lUill
EMBE)MEAIYtxFn{
0nch.r)
Tan.lo4
}l// 8p. ln.p.2 3p.Shaar
w€dlnrp. i 50. to!p.Shrcr
't(lslr 1t5 210 :95
7;0
550 | 3?5 i :165
o,'r t6 | 7/rr 785 t9J l.0l J J]D I 6.50
i l,lllrn I.1 50 .5 ?-5 o1a L-155 | zzl 9,10
l?r..2ttl:.l r..i I 0 7 5.5 1,60-5 2,d t(.5 r,240 i 1,755
I ltla I.911..'99.5 t dc(1.16.1 I l.Js5 2.175
EOLT
0tA.
Miir.
ANCHOR EMBEDME}IT
DEPTI.I(ln.het)0lA,
(hcheo)(lnch6.)
OESCFIPTION
Edgr Dlrtrnc.
nrqulrrd lo
Obl.ln lltr
Worklna L6d
llnrhr!)
Uln, Allof,rbt.
Ed9. ]ltishfl
{rnclrart
Lc.d F clor ippll.d
- 0.t5 tor T.n.lon: 0,rS lot Snett
Sp.clng
iaqelrcd lo
Cblrln Lbr
Wdkjng L6d(lh$,0r)
l
lrlln. Alloeebta Sr[ctn9
BotwGGn Ar6hor.(tnch[]
L6d Frcto. Appll.d: 0.05 tor T.nalm. 0.70lor shrr 'li.1l't t6 t:t*llr/r,r I 31,'E
'i I 'l v,l'lt: , --rn[-llu 5.r,'tt ?l l/r rtr:,tr,o SVrr i l-t/
t r,Titl 39/r *
2t5lzt 1 s 4
lilrI[ruH
EMBEDUEI\TT
D6F'X
flnd!r)
fDnaloh
$hU S l'au r
WSolnrp)W,rou
9p. larp.W SD.
tneP.l- ---
-s2'5'
W0{I
Sp. ln.p,
?o5'/tt,ll/s 165 I 235 l5-5 2909/rri le/ to 610 .135 160 I,070 .5-15 1 llt
I I/tt 2lttd 9{.5 475 l.l():i L-5 t0 7-S J
e35
r, [0
I,.520
5(t l1l .\l 2elrc r,.I 5 6('0 r ,I2.s i.a?atilIJl,'to r.80i 9m :,3:i0 1il(I r..t:.1 t,gt0
E{frtia
I
lJ
)ifl 4t/a
l
Icnricn
I
,ts
lc, LEn li;:"d [rornr Amy ]iolczak 1C-1{-98 ,l'Clum o, 5 of !
age4otS EB-1372
1as1f 4-aECOMMENDED SPACINc AND EDGE DISTANCE BEAUIFEtyIENTS FOR ITW HAMSET/RED HEAD NON-ORlLLlNG ANCHORl
DESCR''TION
BOLT
crA,
oe
1.1
l,:
/1
lat
l6
tr Sl: I tnch = 1.5.4 nrtn.
-incur rntcrpululion nrai'Le uscd lbr irterrncdiote ipuuing ald r'dg'r dishnces.
TABLE s-ITW RAMSET/RED HEAD STUO ANCTIOR ALLOWAtsLE gHEAF AND TENSION VALUES (poundg)l,2'I,5
ANCIOR
l,(Xlr
orSlr lirrcl:=25..1 nrm. llbt=.t.45 N. lpsi=6.39l'P:t.
ihc hrrlcs irfi: drilled with hrts comFlyirg wirh ANSI Spcciricrlroo Bl1,12-71.Thc bitoiirnrctcrcquals the anshur diilnctcr.
;'\r.sc tcn\i0n vt:Juer arc uppiicrihle r:nl,l rvhen tir) rnchors rre rnsta,ll:,.| wrth si)cci,1l inspcction Js rct f()nh in Sectton 2.7
itrc mrnrrnum cuncrlE (hr(lincss is ll/2 ,:rnw*il'rcnt dcpth. r:r emberJru*rrt dcpth p!us lhree timcu thc unchur diantelcr. uhir'herer r; grealer.
Thc;ushori are illrr-drilcd us tbllows:Giffi=l
TABLE 6-FIECOIIMENDED SPACING AND EDGE DISTANCE REOUIREMENTS FOF ITW BAMSEI/HEO HEAD STUD ANCHOHl
0la
lt,
ANCHOR
tllN.
E[1 EEDITENI
DEPTH
Ede. OlrEnilR.qulild lo
Obtrln Ilrr.
ivo'thg to,d
lltrchrr)
at
Loa,Lo.d
" C.$ l(r 0.50 lff SnGr
ill
lliro
0t^.
l,l
l,td
,)r Sl: I inch = 15.4 nrm
-ilrear :nrtrpolltir:n ma1, he .rscC lbr lntermcdratc spa!'rntt md etige dislanr:es
Min, AllflDbl. Sprcing
Bolwfin Archds(loch.r)
LEod Frctd ApPllcd
.0.95 io: Tttlslon
= 0.30 lor Shrar
I tiln. Allow.b.
Edgo ollt ncr i Eogc Dllunca
nioslrd to ; 0rcht!)outln ttu. I Lod Faclor aPpli.d
WorklnE Lo.d I ! 0.lO lot f.nrlcn(llchrtl I r0.75ro.6noa'
3p!Ein9
Rrnurr.d lo
obtiln m.r.yrorl(nt Lotd
(loch.r )
--ltsi,,: -
)I
I
t,'t lb
I 1/r5lir
ll/l
r 'lr rll.I ili
IU,r^
.1 5/sI I 1,'t
r;" /r,r lllro ,} IH It4
9 4tl.:4 l/l L ILz;i t:
slirll'/rt,) ll/165srr
frn!lon
!u So
tngo.JSp.Shatf Sh. arSo. lrtp.
TlIOIIMUM
EMAEOMENT
OEPIH
/lnch.r)
t9cr45 |l;-< i 410I Jlir 18t.1 140
195I lis 4,-i 5 8,10
51(r07(ittig i
'l I5
i:r-{1,005
57()
t.1t0 1.2?5
69iilj(r.,4[(r |,365 r.t80
/.1 .\(t5 :,t)?5 i 1.880 94i)
t,jl.r5
l. r.l0'2ils
1'ltt ,*rVtr 7,ls
! 5/r 21 it l7lrr,.5ll/rc
11 l"311rc 6',lte
23/r ,1,/t,,
lll/to
)l/-8\':t,,[j/r o
- 'E 5t/*,2"!rc 10li 16 .1 '/ ln
i
tllN
Ef,l B !,DT4 ENT
D8P'H
f/4chcr)
/R
I
t c:4,000 p3l
TENSION
Wi Sp
lnsJ,.J
2 ti.t
Sp.cl[0 Flaqulr.d
t6 Obhln Mar.
Wortlnq Lsrd
ilnch.a)
/1
./ 0: Ilbn 11eI0 II0I[: f,iU)" Il0lcZdl(
Page 5 of I
rl-r..-:o 1rlcFtl p, r rJI )
8R.1372
tttl
ANCTIOB INs'ALLANON I EMAEDMENTorA. ToRouE I cen,t
arncheti I llbr'tl) I flncficr)
| 'G . 2,t0A ,.
Taitlon
t!!l-
150
42(l
sp,
9p. lnrF,6rrer
Trh!lm
lY/S9. lntp-5p.ln.p.Shalr;xli!ry/Du3p,lilp,
l5D
265
290
Ir.'t I I Irr| 'liii'
:95
J?5
565
445
825
Qf<
2X5
4r0
410
150 475
825
32.\
24{)
4l {)
4t0
350
420
3-55
765
765
7)0
i.r 25
25
):'
I
4
il
i
1E
5
470
E]U
,100
3t0
435
6{10
J80
r.000
56t)
.4tt.5
lH<
2S0
74
?40
6.1-(
,0.i5
710
r,530
I.530
, r65
. 16.5
11{
580
580
665
!,190
t.t r0
1,27-(
2,410
:,4 10
l .205
,205
I.E l0
900
r.865
|,880
I
2
,lE0
,9?5I
I
1.?60
2,7()5.:ilt
880
r.35J
1.355
r,7rir)
I,rli0
r/s 9r)
5 l,',s1lt-
I.645
I,64
'1.765
820
trz0
8$0
L7E0
2.40r)
1.795
,?30
,755
2.410
4,09.5
4,095
t,315
],045
2,045
2,405
3, r30
3rh
6s/l
t0
1.7 E0
2.145
:.7.15
890
l,l7.s
l,-17.5
2,.i 30
5,080
2,710
d,,t25
4.4?t)
| 'i(<
?,t lu, ri<
3.6i5
5.2i 5
s,58(,
1,8.r0
2,6:,0
?;t9r
3,4i0
i q11
1,3t5
5,(65
.t,lt95
I I.665I 2.530i 2.e50
1.995
5.93-J
t 3/a
ll.
6
6
,180
.665
,66i
t. 190r (1<
r (14
I
3,291)
5,220
4,1 45
7.?00
1.355
5.{BO
5.090
2,t 80
.1,04.s
3,0.1.5
4,'.i90
7,2rc
J
9 I
1.6-\0
t,67 5
I l.l 500 l2 4.535
6.3t5q nisB
l)
I,
I,
2.
14(
,E?S
,140
4,020
7. I 7!)
5.(l{-1( aol
6.635
l.5lu
-1.000
3.3 1.5
I
l
I
5 705
9,45.5
1.295
E -115
8,315
2,650
4,
4,
60
60
6.I 2,0
9.520
2,:10
4,.r I 5
5,820
8.710
6.595
t0,8:5
l t.l 85
3,1(,(l
5,4 l0
5,695
4.205
.5,695
;.040
8,445
r2,640
TABLE I_.ITW BAMSET/EED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (POUNdT11.2.{5
150
r t,055
ForJl:linch=25.4rrrnr, lpsi =6.89kPa, lltf ft=1.3.558,18N'ru, libf-.1,1.5N.
lThc hi;lrs ire dnlled wrtn b,rts complyrng ' r!h AN.\l .spccification 894.12-77 . Tlrc bit diiutrrtrr cquulr lllc lflchor dramslsr.
lThese lcnsron volurs ure cpplicub)c only when th€ anchors a.'e inst8llcd u,rth specral rrrspcdion ai sel forh rn Scclion f.7.
{Thcnrioilrulticoncrctcririckncssis tl/1 cmb,cdmucldepth,orembcdmerldcFtirplrst}rectimesthcrnchordrarnetsr.whrchererisgnatcr
5Thc an:hors arc rllusr:urcd as foll<.:ws:
TABLE 8-RECOM['IENDED SPACING ANO EDGE DISTANCE REQUIHEIIENTS FOR TENSION LOADS
FOR IT\U RAMSET/RED HEAD TRUBOLT WEDGE ANCHOHSI
A'iCHOR
8,4I0
I1.385
I J,0-l5
7t j.
qtt,
la I i9
t6
t5
i8| ltnl(r tl/z -11/.1
I'or SL I inr:h = ?i,4 rnm.
lLincar intcrpolutiun irrly bc urd lbr intcrmcdiatr spacing and cdgc distuccs.
2Splcings illd cdge dr5tanues shiilj bc diridcd by 0.7.5 whcn lnclrtrs uc ploccd in ritrucluml hghtwtight loncrstc in occordonce wilh Toble 14.
EHBEOMEXT0t7tH
0nch.!)
Edg! frleUnc.Lqulr.d lo
OtEln llrr.
Worklng Lord(hch.c)
Mln.
lo
I
I
-1lr
3llrr l
!.'l,t
J{rr,i o
1r.
3lr
SDrclnq lettwninchon
(lncnrr)
L(n! FrciorAFpll.{ .0,70
t/r
-1
1
1
!
| 15r,,
r sri'3
1i
3 l5/ tr
I iil
.,
. o,
:i,[
)
6
6
I't
t2
4l/t
1
6
'5 j/n
7 t/l U i:ilf i,i,'i}l-l,i
65tn
l0
5ll/:o
.1ltlt
2l /*
: l/;
3r';
I
9 /;[
l5
;ll/re
5
71lz
5
,13
I
l.tt
5Llr
6'jro
6t lt
6
'ltlr
Jji
1l
l
3
:
I'/,1
,
o9l te
6t lt
6
l'its
ttti,llill:
3'rto
15t lt
1 4-'tt
iLl/t i
-1,ttA
?\tr"ltla
Tan tlon
,E
I
'/:J
I 100
I
4
I
I 2)ltl
3,,I[--
Stls
4tlt
I
I
I
,ie
To, [tn I'iard
Page 6 of 8
Ironi, Atul'lioiczaii 1[-1{-9t I ,02pin p, 1 of 9
ER-l372
TABLE g-RECOMMENDED SPACTNG aND EDGE DISTANCE REoulnEMENTS EOR SHEAf, LoADS
FON ITW iIEMSETNCO HEAO THUBOLT }YEDGE ANCHORgl
Mn
to
H8X,$prclng
aoqultiacl t0
oDlrln Mu.
Wcrkln! Lild
(lnchralotA"
i.r
ANCHOR
WeU^! Lo.d
(lnchrt)
lEE
I ''i r.r
2)2)
,s'JIti
For Sl: I :nch = ?-5.4 ;trnt.
N/A = Not appiicablc.
lLincar intc4xilaticn mly bc ulcd [r:r intcttmdjate spircing and cdge olstlnces.
)Spacings il1d cdgc distancei shull he drvi,JcC b) l).?-5 rvhcrr iuruhorr arc placcd i;r strucrur,rl )ightvcight coocrctc in ac(ordancc wtth Tahiu l'1.
TABLE tO-{TW RAMSETTRED HEAD MULTI.SET ll ANCHOB ALLOWABLE SHEAR AND TENSION VALUES lpounde)r,21,5
c . I,000
Tantlon
SCLT NCHOR
2,070
DIA.0lA.Shrr
6(X)
l.-t6
For Sl: I rnch = J5..1 mm. I lht =.{.{.5 N, I psi = 6,89 kPc.
Valucs iravc l)ccr rabularcd for both A.STll .{ 307 lnd ,\ *9 bolts tnstalicd wrth the rlcvice.
lThc holec cre ,lrilletl with bits olrnply rng with Ax-,\ I Specihcltico B9l l?-'11 . Thc b:l rlilnrctrr equir.s tltts iuruirLr: Jialnctr;.
3Thc:ic tcnsion volues ure uppiiroblc cnly u,hen lhc anchon rru installcd wich specirJ insplcllon is ;et fodh in Srcrion ?.7
aThc min:mum concrct.. (hicknes.r is ll/i cmlerlrrisnt rlcpt[, or cnrtrcdn)cnl dcpth plus thrw titncs (.\c ortchor dilmcrcr, whtcherer is greolcr.
lThe anchon xre illuslnlrd as lblhus:
TABLE 11_REcoilMENDEO SPACING AND EDGE OISTANCE REOUIREMENTS FOR ITW RAiJISET/PED HEAD UUITI.SEf II ANCHOH1
AIICHOR
DIA.
rllN.
EMBEDUE[T
OEPIH
Edor 016l!nct
P.oulD{ lo
Ouriln Mu.
lvorldng Lord
(16 oh..)
L{d
liz
F-or SI: I inch = 25.i1 mm,
lLincar intcryolnion nra; bc uscd for tntermcdiutr sptcing ani cdge dis:ances'
2sprci,rgs :rnd e,Jge di-rrrnccs shall.b( tlivirlr<J by 0.'?5 wl*n onchors uc plawd in rtruclurd lightrvciSht concrctc )n sccordance with Trble 14.
Mln. Ailqw!bl!
Aoplled:0.40
Sprclng
0rtv )rn
Aicnor6
(l r,char)
Lsd Frclor
lE. Flgu'. r)
(El)
Mln. Ed9.
9l.lrnc. rt Whirh
tha Lotd F clor
ApplL{, : o.6C
(lnchr.)
IJ.L
1
Ni,\
qNI
;l 6lt
t-l
I
:r
1'
l
l
ll!irri
3
t6
'8
.ll5/ ro
5Jlr r
N/
l9l li
11 tt
61i, r
tlz
i
I
4l/r.
I'i,A
I i1/r
t,
9s/x
1 it l..t
alll
1l/,l6
t
+.r,rj rrr
t| t ltl
Jliq
.l,lN
?r/,r
ll r/t
I
I
5lB 2jr,
5 l/;
5
N/A Lr.],0y,./ l6
5lr/16
5
J/.r '/r
6 i!it
N/A
li/x
L?l,rt
lZt it 6erts
6t itlE;T,t1lI
[ 0l/r r.I
3.1/.r
6t lt
6r/ ' ..rril
.t.4',ll b' 61j.r--5T.,-
-
1r!t 7'1,^,-lt
L
NiA I l5r/,:1ll/rr I 144.r
I
N/.\I
I
I
g-Yi I
I l?i-(,
i
6i.rlllla
ti
.51/,
8
, c: A.(S0 pii
Sh.r
i1x)
Tmaiol
fil 3i,rnl! f.Wlout
Sp. lnep.i!Woul
sp. inE9.^7
So.
,hro.l
W/out
Sp. lntp.
t,1 '18 ll4?c : lr)!7D I 5e0 395 ?4.(t75 325
1/r l/:l '/t 745 r7j 7?D
I,1 45
s 5r)6:5 l.-560 7EO 465
th 5/r a ti?5 415 r,440 730 875 ?,c?5
)/x tis 1, 2 lz i 1..175 685 t.850 2.160 1.0t0 1.1E.5 I7S(.l,375 910
r/.r Li)35 1.6:r)?,1?0 r.tE5 l.?:0 3.(r6-s i.530 l.2r 5
Mln. AIlcwrbl. Sp.cht
!rtymn Anchorr
(lnclr6)
LorJ F.ctor Agpll.d
.0.10 lor f.ntlm.0.5!i lfl Shu
1l-r.I lirljtt7lx'tt 1l^.,6 I
5ll/to; rs tlit6 2t ttI 5/s
3l/:I Jr.r 'l)\tt -1,'i
Rr/,
t I r/16 5t/rrt
b1il
I
1 l2
,I(i:,E
.lrj.r
,/E
XIXIMUM
EI{DCsMENT
DEP'II
lnahx'l
Tan 6 Dn
1,035
COLT
DIA.
{lnclEa r
9a gllra
rbriln I
orl]nq
l/s
+'rt,/t .lrla
t,i 5r/r
Trl i'[1' 1i- r6 [rom, Auy ['o]czak
Page 7 of I
10-1{-98 {,C2pm p,I of9
ER-l372
lABT,E 1 2'-LENGTH IOEI'ITIFICATION CODES
or lrcHoir
i-nit
-'t-.t
I
..,,-l
LEXGTH OF AIIC'IOR
CODE cool'
:r
6\
Jr,
lii)
l,r'
t.'l
i 1:i
Ao
t)c
F
L:
II
I
I
K
L
BJ;r,:k
W:iltr
RcJ
(irr:c n
Yclli,w
lI r;c
Puml.
llrrrwrt
( lrcnfc
\/;\
\/A
N/A
ili.i;.{
I r'll/,
-1tr. < i
1 ,,'3t1.
{ ;1. .r .i
.; ( .+' i
-iri..:. i
5<.5/,
5l/1 . ri
6 < 6ri,
611..i j
1 <'ilti
?l/1 < i
i$..it.:
(,r .:'l(, r'
11)J,
ll.l.,
:'?..
iJ<t
8:/r -: t < -lh\
l,(j
li
.:.s
tr
\
\,
Z
t ..],il /2
I1,
2t$.<22q
2:!r < lrl I
341 <:J{
)5t <ii:7
"6i < .1(,5
105 < 1.r()
3.i(i < -166
3('6 { .ili I
llt l < ril6
+06 .. ..12
4.1: < 457
45? < 46:r
LIGHTIA/ gGST gO'{CAETE FILL
t r .-. 'r.000 prl
Wllhwl Sp.cl!l
'nrsctlil Shrii
rll
h
1
li
9
t
4.
,:
<:(
,t:
l,).
l,
:,
:i
5
6,
1
I
.iJ. i6\
r,i. llx
7!i . lnl,.,)l . 10.1
TABLE 13-tTty RAMSE;/RED HEAD MULTI-SET ll ANCHTJF At-'-0WABLE SHEAR AND TENSION VALUES (pounds)r,2.4
LOWER FUUIE OF STEEL
ri6ilr vYEtcHT Cofl Cri:TE
,'c.. :!,ul-\0 l,$i
MlNluutll
jr
l
-.i!r--:-
I.(l:.11
- ili:;r
Shonr
I .).'
r,irri '
I l.lo
'I t n!lon
.r$.1
I 'r'r
With Spr.hl
lilt!#riof,
"'l'
.l
BOL'T OIAMETEq
ANChOB
DIAMETER
(lnch.r)
t, '.,!
.r. ; ii| i (, ,.1i rtjii
[-orSl: I rnuh=25.4 rrr:r, i t[f =r14l \. i prt. n.il9tlir.
Iuriorr. Vnlus; lrovs hccn t0hular!:d lor lruth r\.S'IM A .1(17 r.rrl .\ J-'r lrrl(r rnrlirlir:,i *ttit thc ilcuruc.
!Th,:hOiCSarCddllCdrvithhiSC0nrplylngNtllrANSl .S1x'rrli.:rtrrrrrli').1 lJ.?'l il,r''i: ,I.lIl];lrrsrltrrlstlluilx:irurr.liirllt':lcr
)Thcsc tcnsion vdurs src +rptiuahle r:nly,u,h(rr ths 3,lch,,is x:L' rnrl:rllu{l t!t(lr .li(( r:rl in\l),-'r.lru rr st:t l)rih in \(clion .1.1.
'llnstattutiun tJclirils lrc iu Figrrrc 3. Spacrnl onri crl[c rlistrrf,:r uru ir,'l';thl, l I :rr rrr.,ittrtitl l)Y I'ix'lni)tc ::.
TABLE 14-{TW RAMSETiBEO t{EAD TRUBOLT wEDGE ANcHrfP AtI-OWABLE SHEAE AND TENSION VALUES (pounos)1.2'a
STEEL OECK W'Ttt
! (|HT\II:IGHi CONCRI:TF,lc.' :1.01:0 pEi
CONCFIEIE FILLt'c. 3,000 prr
MrNllluM
aNcrton vY[h Spocl!,
lnrpacllon Sho!t
? lr)
7,^,
L0(r)
55
OE wlrhot Sp.clrl
lhip{cti6
/,1
2f7
.t55
4?.5
sf,t,
(tiI)
59(l
ota
I
.1
t,r
' /.r
;'I l.ri;l)
1..190
I .7,J t;
lli.l
? liti
:.1 ri:
r- i :iri "'-
.f.! l{(r
.,1li(:
.160
ForSll I rn;h-15.4 runr. Il,!r =(.119kP;t I lbl 'l.JS \
lThe holcs rrc driilcdwith bits uoruplyrr,p rvrllr A\St 5pu,:tlrc:,r,, n lr, i tl.; l i'lk.r, I (ir.r,Ii.i{it Illiii thr:0ll(:hri J:iuIc(:':.
4lnsllllutton <icltttls ilc irr Fr8,utc L Sprrcrr:p :rn,l crlgr r[rl.rrr,.r;nr: t,t J,rhh'r it, :trtrl 1);r. lrtrrJ:lirti hY f'r)ttllrnlc :
sNot rpplit.abtu.
Sel!.Drills
Non-Dnlls
Sltrd Anchors
Truboll Wedgo Anciror$
f/ulti-Srit tl
S lircli sEr,j
,l (i:olt cizel
.13 (s:lud.j::e)
\^i..1 (;rrl'0n Stpul
ijM"(:nih(,n S.leel
(arrc
{hott
hor size x lenglh)
slre)
,i:
5/i 1 ,,,
l
.1(x)
?4 _5
t.lE0
r{ 15
xor )
I . l(rs
l.i.t:
-l ilfl)
IIISTALL
IOBCUE
Ir.rb.)
21
90
1?5
t..u-s
L655
1."{ l0
37s
-.t6)
l
l
1 ',lfa)
N/A1
7.1U
8il0
FIGUBE 1.-IDETITIFICATION SYMBOLS FOR THE VAFIOUS ANCHORS
i.: I
!!llh !peclo 3
lhSor(lim ShaG,
{r )
\5 t(ii
v{ ri)
l.itt):',i)
l.r,;.\ ''
?r:
5 r!.{t)
!.(1t,0
- -iir'ri-
| .o i:i
t.7 \l)
.l
I.
l.:rl)
r.trti
i ,6{i
Ie a ci0n
ill
*il'lr-_
l.r)21
I
I
I ('r i f,DIl I6rU rrutui nltll llulLZ(,(.
tgeSofS ER.l 372
lri-1,:-)O itULltll U, I ill l
1.00
0.60
0.20
E2 E1
FIGURE 2-LOAD FACTORS FOB THUBOLT WEDGE ANCHOR
SHEAR LOADS AT REDUCED EDGE oISTANCES (Sce dro Table 9J
I " CLR, MIN,
MULN.SET II
+
E
ulll.
IRUB!LT
LIG HIWIICHT COHCREIE O XLY
1-MtN. lrulTr.sEr Il
r
t -L*
TRUBOL'
209A. slEEL
DECK UIN
utN
SMIL DTCT tllfi UCHTWT,IOXI COXGNEM RLL
E
-T:
I
A
E. DEPI}I OF E[geoflENT
ForSI: I rnch = lS..l nrm.
FIGURE 3-TRUBoLT ANO MULTI.SET ll ANCFIOBS lN LIGHTVTEIGHT CONCRETE (t'c= 3,000 pal)
AND gfEEL DECK WITH LIOHTIYEIGHT COHCBETE FILL (/"ar 3'000 prl)
-L
/o?y? 257 x-t ,,7^ * r7 /o 7zVz4!?
l ,)l I
zTat/ 7u7
tlo
I L
I
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et
trl
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rn
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r
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ts
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PI
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ot!
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pt
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ro
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@4
tIt
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u
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tt ll
fi1t
225 FIT*IE STREET
SPRINGFTELD, oREGON 9747
INSPECTION REQI.IEST: 726-4ofr@9Zad
OFFICE: 726-3759
1. LOCATION TNSTAILATION
f\ nru
ob Number 4fO'?74
SPT FTEL()
u86
ELECTRICAL PERUTT APPLICATION
COHPT,ETE FEE SCMDULE BELOV
Nev Residential-Single or
Multi-Family per duelling unit.
Service fncluded:
I tems Cos t
yt. Ql. l-/ a.- "l; -u 2s7 '' oz(( 6'ot
Tho lolloving prol€d as ouUnittod hss the
llfi i[','iiii'05*' not req$e +aclffc land
apPwal. ,q
efr,
I ci
3
A
LEGAL DESCRT
Q6',a.*/t6;-"'(
PTTON
l7 0 1z-Voc 00?oz-
JOB PTION
€l.
Permits are non-transferable and expireif vork is not started vithin 180 daysof issuance or if vork is suspended for
180 days.
2. CONTRACTOR INSTALLATTON ONLY
Electrical Contractor Or s
Address/To/ ^ C
Phone 7 az-- t (7
Supervisor License Number f E
Expiration Date
Constr conrr. Number f?Z c{ q
Expiration Date
L000 sq.ft. or less $ 85.00
Each additional 500
sq. ft or portionthereof S 15.00
E a c hAffi-{EDtl-4 @ lfi fi e g o a I dWE-q u i res yo u to
Modollac iol6lmBed bythe Oregon Utility
SG&itilioation (kdderThose rules ae {€t.rcOh
in oAR 952-OO1 -OOr O mr6ughoAR 952-001
SeO@eyoourmEydain copies of the rules by
Ins t a&ln(i0rucdftee{Notertee telephoneor ffiqbetlgnne Oregon Utility Notification
Center is 1 -800-332 -2344\200 amps or less S
201 amps to 400 amps
-
S
401 amps to 600 amps
-
S
601 amps to 1000 amps- S0ver 1000 amps/volts
-
s
Reconnect 0nly S
Temporary Services or Feedersfnstallation, Alteration or Relocation
B
C
Sum
see nBn aEwE-
50.00
60. 00
100. 00
130. 00
300.00
40.00
s 40.00
s ss.00
s 80.00Signature o f Supervising Electrician
NOTlCf;i, amDs."o:
T H I s p E8Mlr6$N-kix dffi'r+rut woRt(
i3ffi'sJF,Bgqq:ffiffiffiPffi."
arf, r n#mo$gf;fla9,ui ts0vners Name
Address /, //
City S,4ct-i'ru{ n/o Phone z6-
{/
OVNER INSTALLATTON
The installation is being made onproperty I ovn vhich is not intendedfor sale, lease or rent.
Ovners Signature:
DATE:
Nev, Alteration or Extension Per Panel
One Circuit
Each Additional
Circuit or vith Serviceor Feeder Permi t
$ 3s.00
s 2.00
E. MiscellaneouS (Service/feeder not included)
-Each installation
Pump or irrigation
Sign/0ut1ine Lighting-
Limi ted Energy/Res
-Limi ted Energy/Comm -7-
SUBTOTAL OF ABOVE
5Z State Surcharge
3Z Admini.strative Fee
TOTAI
Oo
40.00
40.00
20.00
36.00
s
$
$
$
1ett
RECETVED B
5
?v'.83
Ciry Ec-r.r-Q
s1 GFIELO
NOTICE:
;;;t ;il*,T
'HALL
EXPTRE rF THE *oll
ori*o*'*D ,NDERrHls PERMIT lsNor
.lli^^ ;-[gD * "ffi:,lo] 0,,
AtrlY 1nr tf{3t'tdt}'5h nroussr: 726-3769
OFFICE: 726-3759
fol low rules
Notiticati on
52-001in OAR9 obtain coPies of the rules bY
LOCA.IION OF INSTALLATION
//60 1/r.,1et S+ .
0090 You maY
catling the center (Note:the te,lePhone
b Nunber
3. COHPIJTE FEE SCEEDULE BELOV
A Nev Residential-Single or
MuLti-Family per dwelling unit
Service Included:
I tems
LICATION
77o
1
I.,EGAL/7 0.3
DESCRTPTION')7 06oct f Ct>-SumCos t
s 8s.00JOB DESCRIPTION
Permits are non-transferable and expireif vork is not started vithin 180 daysof issu;.nce or if vork is suspended for
180 daysr.
2. CON]]RACTOR INSTALI..ATTON ONLY
El e c r r i c:a 1 Con t r ac t o rAlA;, a /t4/ A*r/z *-rt t< r
Address 7r7 4/"/Lv 91.4a
cirySf,;"lLtd Phone
Supervisor License Number
Expiratj-on Date
Constr Conrr. Number ?O{lf
Expi::ation Date Z3
1000 sq.ft. or ]ess
Each additional 500sq. ft or portion
thereo f $ 1s.00
anuf'd Home. or
-
ar Dvelling
ce or Feeder $ 40.00
B Services or FeedersInstallation, Alterationsor Relocation:
200 amps or less
201 amps to 400 amps
-
401 amps to 600 amps
-
601 amps to 1000 amps-
Over 1000 amps/voIts
-
Reconnect 0n1y
s s0.00
s 60.00
s100.00
s130. 00
$300.00
$ 40.00
C Temporary Services or FeedersInstallation, Alteration or Relocation
200 amps''or less $ 40.00
201 amps to 400 amps
-
S 55.00
Over 401 to 600 amps
-
$ 80.00
Over 600 amps or 1000-tofTs see rrB'r a66tE-
D. Branch Circuits
Nev, Alteration or Extension per panel
One Circuit S 35.00
Each Additional
Circuit or vith Serviceor Feeder Permit g 2.00
E. Miscellaneous (Service/feeder not included)
-Each ins tal-lation
Pump or irrigation g
Sign/Outline Lighting- SLimited Energy/Res
-
S
Eac
Mo
Se
hM
du1
rvi
7ZL_?zo?
ZtrgttE
Signature o
-3-l-
t l.+_
f Supervising Electriciant*.*
Ci ty Phone W{'l/ztt
OI{NER INSTALLATION
The installation is being made onpropert) I ovn vhich is not intendedfor sa1e, lease or rent.
0wners liignature:
DATE:
RECETPT
SUBTOTAL OF ABOVE
5Z State Surcharge
3Z Administrative Fee
TOTAL
40.00
40.00
20.00
36.00 cfzg
5
RECEIVET] B
/r 60
a
ovners N^^u fi, /(ar, frkf/nca /
edaress Z3€o Oak-".,+ h-L.,/, 5;1" bl
CITY OF OREGOA'
;FIELO
rv
225 FXFTH STREET
SPRINGFIELD OREGON 974
INSPECTION REQUESTZ 72
OFFICE: 726-3759
1.
DE
JOB DESCRTPTION
Permits are non-transferable and expire
if vork is not started vithin 1B0 days
of issuance or if vork is suspended for
180 days.
2. COMRACTOR INSTALLATION ONLY
Electrical Contractor
A
Address /1 ,JgIL
cit - '"7)none / -/"-zz8
Supervi-sor L ense Number JV,1- J
Expiration Date /o:t49
constr conrr. Number ) tr'>-\ ( '
CAL APPLICATION
b Nurnber
SCEEDTILE BELOII
Nev Residential-Single or
Multi-Family per dvelling unit.
Service Included:Items Cost Sum
1000 sq.ft. or less
Each additional 500
sq. ft or portion
thereof
Each Manuf'd Home or
Modular Dvelling
SerVice or Feeder
s 8s.00
s 1s.00
$ 40.00
B. Services or Feeders
Installation, Alterations
or Relocation:
,
200 amps or less
201 amps to 4OO anps V-401- amps to 600 amps
60L amps to 1000 amps_
Over L000 amps/voIts
Reconnect OnIy
Temporary Services or Feeders
Installation, Alteration or Relocation
200 amps"or less S 40.00
20L amps to 400 amps
-
$ 55.00
over 4bL to 6oo ambs
-
S 8o.oo
Over 600 amps or tbOO voTTs see rrBrr aSaF
s s0.00
s 60.00
s100.00
s130. 00
s300.00
$ 40.00
=
ture of Supervising Electrician
rs Name
Addre
Ci ty Phone
OVNER TATION
The installation is being made on
property I ovn vhich is not intended
for saIe, Iease or rent.
Ovners Signature:
DATE:
c.
D. Branch Circuits
Nev, Alteration or Extension Per Panel
One Circuit S 35.00
Each Additional
Circuit or vith Service
or Feeder Permir Zl g 2.00 /!g
MiscelLaneous (Service/feeder not included)
-Each installation
Pump or irrigation
sign/outline Lighting-
Limited Energy/Res
Limited Energy/Comm
SUBTOTAL OF ABOVE
5Z State Surcharge
32 Administrative Fee
TOTAL
Expiration Date
u
E
5
40.00
40.00
20.00
36.00
$
s
s
s
RECEIVED
-D
o
/ o / -q.<
COMM ERCIAL/ I N DUSTRIAL
PERMIT APPLICATION
225 Fitth Street, Springfield, aregon 97477
LOCATION OF PROPOSED WORK:
SPFINGFIELO JoB NUMBE a ?a , z
h,INSPECTION LINE: 726-3769
OFFICE: 726.3759
TAX LOT:ASSESSORS MAP:,/7A7.22-r*+
PHONE:
D,VSTATE:ztP: a"\4a..
OWNER:
ADDRESS:
CITY:
REMODEL X ADDITION DEMOLISH OTHER VALUE
DESCRIPTION OF WORK:
NEW
-
-!
4\-
NAME ADDFIESS PHONE
ADORESS EXPIRES PHONE
ARCHITECT:
CONTRACTOR'S NAME
ELECTRICAL:
MECHANI
coNsT.
CONTRACTOR #
GENERAL:
PLUMBING
PLU MBING
NO.FEE CHARGE2Single Fixture /2 ?e, na
Relocated Bldg.
(new fix. addtl)
Water Service
ft.
Sanitary Sewei
ft
Storm Sewer
ft
Backflow Device
TOTAL PERMIT O,4ae
NO trtrtr EHA RGF
Furnace/burner & vent
<100,000 BTUs
Furnace/burner & vent
>100,000 BTUs
Floor furnace and vent
Suspended wEt t-oiT|cor
mounted unit heater
Appliance Vent
separate
Stationary evap.
coot er
Vent Fan/Single
duct
Vent
f rom
System apart
AC or htg.
Mechanical EihEusT--
hood and duct
Permit lssuance $10.00
TOTAL PERMIT ,r742/y ./uo
- OFFICE USE -HANDICAP ACCESS
FLOOD PLAIN
LIGHTING POWER BUDGET:
LAND USE:
OCCY GROUP:
* OF STORIES:
QUAD AREA:
* OF BLDGS:
CONSTR. TYPE:
HEAT SOUBCE:WATER HEATEB:
* OF UNITS;ZONING:
SQ. FT.$/sQ. FT.VALUE
TOTAL VALUE OF PROJ
X
X
X
SQ. FTG MAIN
SQ. FTG ACCESS
SQ. FTG OTHER
acet, To,*BY
PLAN CHECK FEE 4?.9v OATE
'<4,2*
-e
zo72,o?
BUILDING PEBMIT ,o.5e PLUMBING oA OEMOLITION
5% State
Surch o 5%
Su 6MECH
,4 NCE
VA $5% Statt
Su rcharge 22 SIDEWALK
FT,
SUBTOTAL
PERMITS -7PAVING7CURBCUT
FT,
SYSTEMS
DEVELOPMENT
TOTAL PERMIT FEES
EXCLUDING ELECTRICAL
I
a%2
?a
:a
123.22-
REQUIRED INSPECTIONS
It is the responsibility of the permit holder to see that all inspections are made at the proper time. To request an inspection, call
726-3769 (recorder), state your City designated job number, job address, type of inspection requested and when you will be ready
for inspection. Requests received before 7:0O a.m. will be made the same working day, requests made after 7:O0 a.m. will be made
the followlng work day.
slTE TNSPECTTON: To be Y ROUGH PLUMBING, PAVING: After gravel is in
made after excavation, but ELECTRICAL & place but prior to placing
prior to setup of forms. MECHANICAL: No work is to asphalt or concrete.
be covered until these
UNDERSLAB PLUMBING, inspections have been made sPEclAL INSPECTIoNS: ln accordance
ELECTRTCAL & and approved. section 306 0f the state specialty code
MECHANICAL: To be made a special inspector shall be employed
n"to." .nv *ork is covered. tl,tJf^?,[t[J,_sroPs
&
:lilffiY::'li,?1,1X:,,$,0"U,,13,.n o
FOOTINGS & FOUNDATIONS: E'DEDI A^E. r copy of the special testing reports shall
To be made after trenches are FIREPLACE: Prior to placing be furnished to the Building Division.
excavated and forms are facing materials and before
erected, ail steel in place, but framing inspection' .STRUCTURAL CONCRETE: ln
prior to placing concrete. X FRAMTNG: To be made after excess of 2500 PS I' (306 a'1)
coNcRErE sLAB: ro be $:"[:lii[J'i['Jlfl;t],? ," srRUcruRAL wELDS:
made after all lnslab building place and all pipes, chimneys Performed on the lob' (2722f)
service equipment, conduit, and vents are complete and
piping, accessories and other the rough electrical, plumbing HIGH STRENGTH BOLTING:
ancillary equipment items are and mechanical are approved. During all bolt installation and
in place but before any tightening operations. (306
concrete is placed. TNSULATTON & VAPOR a.6)
BARRIER: To be made after all
UNDERGROUND: Plumbing, insulation and required vapor SPRAYED ON
electrical, gas, sanitary sewer, barriers are in place but FIREPROOFING: U.B.C.
storm sewer, water and before any lath or gypsum Standards 43-8.
drainage lines. To be made board interior wall covering is
prior to covering or f illing applied. SPECIAL GRADING,trENChCS. EXCAVATION AND FILLING:
,NDERFL..R: prumbins [:::,S"i"Pf;mX3[U]tt' During earthwork (306 all &
electrical, mechanical. To be according to plans. Chapter 29)
made prior to installation of v . ^-. GLU.LAM BEAMS: lnspection
floor insulation, decking or ,' !4Tl-L4N-D/9R GYPSUM
floor sheathlng. BOARD: To be made after all Certificate by an approved
lathing and gypsum board, agency' furnished to the City's
posr & BEAM: To be made interior and eiierior' is in Building Division before
prior to lnstallation of floor fl.t. o,t before any eams are placed' (2501 U'B.C'
insutation, decking or ftoor plastering is ipprle6 or before .TDS' 25'10J1)'
sheathing.
uvu^rrr, vr rrvvr
PJ$:I"t:iloriillt".ilo srRUcruRAL MASoNR,: (306
f inished. a'7\
FLOOR INSULATION &
VAPOR BARRIERS: To be SIDE*ALK & DRIVE*AY: _--
made prior to installation of nequireO for all concrete
decking or floor sheathing. p.ring within street right of
waY, to be made after all
MASoNRY: steel location, excavating complete and form
bond beams grouting or work and sub-base material in
verticals in accordance with place.
uBc 2415.
RooF sHEATHING AND :HR3^H?fJ"t::jSl|'e
NAILING: Prior to insta|ling erected but prior to placing
____ay ,"a-f'Is. _____"::"'"ti__---
A FINAL PLUMBING__=.7-
/ F'NAL ELEcTRtcAL
t/,r FTNAL MECHANICAL
/ FINAL FIRE DEPARTMENT
v
PLANS REVIEWED BY
SITEPLANREVIEWBOARD:Mustberequested2daysinadvance
of tne Oate you wish inspection. All project conditions such as
i"nO"i.ping, parking lot striping, etc. must be completed before
requesting thls insPection.
FINAL BU]LDING: Requested after the final plumbing, electrical,
mecninfcaf and Fire Department inspections are made and
approveO. No occupancy of the premises can be made until a
curtificate of occupancy has been issued by the Building Division
and posted on the Premises.
'ln addition to the insPec-
tions specified, the Building
Official may make or require
other inspections of anY
construction work to ensure
compliance with the Bullding,
_ci tyj,' D=f lgprnalcr* _
Olr:E G^/.2F
ADDITIONAL COMMENTSI
By signature, r state and agree, that r have caref uily examined the completed application and do hereby certify that all information
herein is true and correct, and I further certif; in.t uny and allwork performed shall be done in accordance with the ordinances
of the city of springfield, and the Laws of tne state of oregon pertaining to the work described herein, and that No occuPANoY
will be made of any struciure without permission of the Builalng safety Di-vision. I further certify that only contractors and employees
who are in compllance with oRS 7O'1.055 will be used on this project'
I further agree to ensure that all required inspections are requested at the proper time, that proiect address is readable f rom 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
structlontimes durlng
Date
Signature
*q-q-B
VALIDATION:t
RECEIVED BY:
DATE PAID:AMOUNT RECEIVED
RECEIPT *: