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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 -S Q ,nt {,,{) ao 0 -{ 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 :&nr#,HF,t* [qlEFEfl,yH/, trvty rtqt 0RXy0 gfSEtS Ht(DfliafirEwgSrSEtS FA9T--- 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 vt0 1. 'lr! nL0l / $,7 )0 /l l -l( I .l-_t I 7 et trl -l It rn rl -t ( m LI 7 0 ]I r o o ts 1Ir PI :$ n a o $ tq t a3sdi{v9FZar (s I s ;r I L, [,- ritbE U v N{ o rs vI iq q $ 7 I s.r a nl F hi 1l T ot! I d> T!i{ ! a,a o-t o I I ira tt - ,+t Sctol d pr* stl.tC p I'rl \rq+I t 6 @ -lI-( il -$ $I DIt :{ d p !! i o :1r !1 -s-at:t't--o -ls P pt })tr rrr( $+AI ro tl>Iq.Il -( S?ot t pc> sil,L0 _--l)r;a! ------ -- @4 tIt $ :L r-- VrlI :-.\.s -qLdl @ a\ 2-rO crlw- dleraa- u G6u, g.t,Rrc(s F gw P ac 11s F 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 *: