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Home My WebLink AboutPermit Building 2018-12-18SPRINGFIELD tEG0 at Web Address: w\,yw.springfield-or. gov Building Permit Commercial Structural Permit Number: 81 1-1 8-002927-5TR IVR Number: 8'l'1084401858 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-7 26-37 53 Email Address: permitcenter@sprinqfield or.qov Permit lssued: December '18, 2018 Category of Gonstruclion: Commercial Submitted Job Value: $210.000.00 D$cription of Work: Selco bank remodel Type of Work: Tenant lmprovement Worksite addres"s 5251 MAIN ST Springfleld, OR 97478 Parcel 17 02333107204 Owner: Address: SELCO COMii|UNITY CREDIT UNION 299 E 11TH AVE EUGENE, OR 97401 Business name MCKENZIE COMMERCIAL CONTRACTORS INC - Primary License License number 45539 Phone 541-U3-7143 lnspection 1999 Final Building 1999 Final Building 1260 Framing 1460 lnsulation 1 530 Exterior Shearwall 1 Y0 Gypsum Board/Lath/Drywall 1600 Ceiling Grid lnspection statua Pending Pending Pending Pending Pending Pending Pending Various inspections are minimally required on each project and often dependent on the scope ofwork. Contact the issuing jurisdiclion indicated on the permit to determine required inspestions for lhis project. Schedule or track inspeclions al www.buildingpermils-oregon.gov Schedule by phone cal IAAA-299-2A21 use IVR number: 811084401858 Schedule using the Oregon ePermitting lnspection App, search "epermitting' in the app store Permits must be posted in clear view on the worksile. Permits expire iI wo,k is not staatod within 180 Days of issuance or it work is suspendod for '180 Days or longer deponding on the issuing agency's policy. All provisions of laws and ordinances goveming this type of work vyill be complied with wh€ther 3pecified herein or not. Granling oI a permit does not presume to give aulhority to violale or cancel tlle provisions of any other state or local law .egulaung con3lruction or the p€rformance of construction. ATTENTION - CALL BEFORE YOU DIG: Oregon law requires you to follow rules adopted by the Orogon Utility Notification Center. Those rules are sel forth in OAR 952-001.0010 through OAR 952.001{090. You may obtain copios of the rules by calling the C€nt6r at (877) 668.4001 or dial 811. All persons or entities perfo.ming work under this permit are requirod to be licensed unless exempted by ORS 701.0'10 (StructurauMechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Pnnted on. 1218118 Page 1 ol2 std-BuildingPermil-pr JOB SITE INFORIiIATION LICENSED PROFESSIONAL INFORlliATIONI lnspection group Struct Com Struct Com Struct Com Struct Com Struct Com Struct Com Skuct Com . SCHEDULING INSPECTIONS Permit Number: 8t 1-18-002927STR Page 2 of2 Fee Description Technology Fee SDC: Total Sewer Administration Fee SDC: Reimbursement Cost - Local Wastewater SDC: Improvement Cost - Local Wastewater Structural building permit fee State of Oregon Surcharge - Bldg (12olo of applicable fees) 98.83 1334.32 652.32 Quantity Fee Amount $76. ss $98.83 $1,334.32 $652.32 $ 1,531.06 $183.73 $3,876.81Total Fees: Prinred on 1zr8l18 sld_EuildingPermil_pr PERI.{IT FEES Page 2 ol 2 SPruN6TIELD 0nrG0il www.springfield-or.gov Worksite address: 5251 MAIN ST, Springfield, OR 97478 Parcel: 1702333107200 Development and Public Works 225 Flfth Street Springfleld, OR 97477 541-726-3153 permitcenter@springfield-or.gov Transaction Receipt 811-18-002927-STR Receipt Number: 468896 Receipt Date: 12l18/18 City of SprinOfield Tranaaction date 1?,18t18 Units 1.00 Ea Description Structural building permit fee State of Oregon Surcharge - Bldg (12% of applicable fees) Technology Fee SDC: Reimbursement Cost - Local Wastewater SDC: lmprovemeni Cost - Local Wastewater SDC: Total Sewer Adminislralion Fee Accounl code 224-00000-425602-1 030 Fee amounl $1,531.06 Paid amounl $1,531.06 12t18t18 1.00 Ea 1.00 Automatic 1,334.32 Amount 652.32 Amount 98.83 Amount 821-00000-21s004-0000 1 00-00000-425605-0000 61 1-00000-448024-8800 61 1-00000448025-8800 71 9-00000-426604-8800 $183.73 $183.73 12t18t18 12t18t18 12t18t18 1211A1A $76.55 $1,334.32 $76.55 $1,334.32 $652.32 $98.83 $652.32 $98.83 Payment Method Credil card authorization ooo224 Payer: Andrew Draqke Paymenl Amount $3 876 81 Cashier Chris Carpenter Receipt Total:$3,876.81 Pinied 12y18/18 8'41 am Fees Paid FIN TransactionReeip!)r Structural Permit Application $&ffi225 Iifth Street. Springfield, OR 97477 . PH(s41)725 3751 . FAX(541)726-3689 Name CCB License #Phone Number Electrical Plumbing Mechanical Y Permit no )2 Date This project has final land-use approval Signature:Date: This project has DEQ approval Signature: Zoning approval verified: ! Yes n No Property is within flood plain: IYes nNo lucTIoN.. . . n Residential E Govemment E Commercial Job site address: 525'1 lvlain Street E state: oR 71p.97401City: Springfield Subdivision;Lot no Name: SELCO COMMUNIry CREDIT UNION State:ORCity: EUGENE Phone:Fax Building Sign her Owner or Owner's apent aurhorilnp this arrnlicaricnri ",08,.\\t Ln "t s#Ifl,fr ! This installation is being made on residential or farm property owned by me or a member ofmy immediate family, and is exempt fiom licensitrg requirements uDder ORS 701.010. Business name: McKenzie Commercial T Address: 865 West 2nd Ave Cib/: Eugene State:OR ZtP:974O1 - 541.343.7143 E-mail: Chad Blilie <cblilie@mccmail.biz> Signature CCB license ro.: 45539 Occupancy BUSINESS Constuction type: V-B' NON-SPRINKLERED, SINGLE STOI Square feet 5.2725F Cost per square foot Type ofHeat: Energy Path: E new Ealteration ! addition (b) Foundation-only permit? [ Yes E No $210,000 (e (a) Permit fee (use valuation table)kS7 (b) Investigative fee (equal to [2a])$ (c) Reinspection ($ per hour) (number ofhou$ x fee per hour)$ $(d) Enter 1 2% surchaxge (.12 x l2a+2b+2cl) (€) Subtotal of fees above (2a through2d):s (a) Plan review (65% x permit fee [2a])$ (b) Fire and life safety (65% x permit fee [2a]):$ (r) Subtotal of lees above (3a atrd 3b) (a) Seismic fee, l% (.01 x permit fee [2a]) $ s 4: O) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c])s IOTAL fees and surcharges (2€+3c+4a+b): This permit is issued under OAR 918-460-0030. Permits expire if work is rot started within 180 days ofissuanctlor if work is suspended for 180 days, Date: ..CATEG ORY. OF .( ONA TION. Reference:1ry161; 7200, MAP #17023331 Address: 299 E '1 1TH AVE ZtP:97401 E-mail: Phone:Fa-x: 541-.343.3306 Print name;zr r I ht.l \-r l ldU D I I I I 9;'r;;;i;;;;;;i, bn:d;; ;;;':Daie:'2019.12.17 l4:13:27 0300 Z I NF (a) Job description: INTERIOR REI\,'IODEL OF (E) SPACE. Other information: Total valuation: v77/.9 Last edited 5-5-2017 BJones CTTY OF SPRTNG}'IILD SYSTE}IS DI]\'DI-OPI\IT]N'I' CIIT\RGE \}'ORKSHEET JOTIRNAL OR JOB NUMBER NAME OR COMPANY: LOCATION: MAP & TAX LOT NUMBER: Df,VELOPMENT TYPf,: 18-2921 Selco Credit Union 1702333107200.00 Remodcl Commerclal 3 338,5 MWMC MWMC ITE ITE 1O'TAL IMPERVIOUS SURT-ACE s.t-. )l_ot stzE SF NI.]PED AREA (S,F,) EXISTINC DEVELOPED AREA (S,F,) ToTAI, STOR]\I DRAINAGl] SDC s $ 0,29.t PtlR Sr Cost per Sl'= $ t. sToR\t DRtl\.\cu s0 00 $0.000.12{ PER SI 0.718 B IMPROVEMENT COS I IMPERVIOUS SQ, FT NEW TMPhRVTOIJS SQ Fr A RI.,IMI]I]RStiMI]NT COS-I rMP[:RVTOUS SQ FT A, REIMBURSEMENT COST: NUMBER OF DFU'S B, IMPROVEMENT COST: NUMBER OF DFU'S X $ 8I.54 PER DFUs 2{7.08 TOTAL LOCAL WASTEWATER SDC: 2. SANII ARY SD\YI,lR-CrIY (see reverse side) X $ 165,54 PER DFU LDC AREA TCSF x TRIP RATE x COST PER ADT x NEw TRIP IjAC'lOR EW: REIMBURSEMEN'I'COST: 000 x 0 x S 19.28 PERTRIP $0.00 $0 00 $0 00 N ft: NI-F NTFr.) $0 00 $0 00 IMPROVEME 000 PER 'I RIP x 0 NTF TOTAI, ]'RANSPoRTATION REIM -I-OI AI- 1 RANSPOIT I ATION IM IOI,\I. I'R\\SPURI \ TIO\ SD(' BTJRSEMENT SDC' PROVEMENT SDC XISTINC: ,, REIMBURSEMENT COST 0.00 x 0 X $ 19.28 PER TRIP NT COSTI x 0 x $ 366 41 PER TRIP IMPROVEMENT COSTI 0.00 x 0 x $36641 $ J8s.69 #N/A #NiA REIMBURSEMENT COST: NUMBER OF FEU'S 0.00 IMPROVEMENT COST: NUMBER OF FEU'S 0.00 COMPLIANCE COST, NUMBER OF FEU'S 0.00 WMC CREDIT IF APPLICAALE (SEE REV-MsE _ CN/A ,N/A 0.0t) 0.00 0.00 \}N/A PER FEU #N/A PER FEU #N/A PER FEU SUBl'OTAL ADD ITEMS STINC 1()'t ,\l. Nt$ MC sDC: EW: , REIMBURSEMENT COST: NUMBER OF FEU'S , IMPROVEMENT COST: NUMBER OF FEU'S . COMPLIANCE COST: NUMBER OF FEU'S PER FEU PER FEU PER FEU TOTAL MWMC REIMBURSEMENT ITEI] ]'O-]'AL MWMC IMPROVEMENT FEE TOTAL MWMC COMPLIANCE T'EI] MWMC ADMINISTRATIVE T'EE 1.2. j. & 1 5. \D}IINISI .IIvf FEES STORM DRAINAGE ADMINISTRATION FEE SEWER ADMINISTRATION FEE TRANSPORTATION ADMINISTRATION FEE LOCAL MWMC ADMINISTRATION FEE 59,0 ,N/A 0 0t) 98 8l 000 BASE CHARCE (SUBTOTAL ABOVE) 12118/2018 TO'I.TI, SDC CHARGES 5251 Main S1. 8 8 I $lrl x | $r.976.64 $0 00 $0 00 l$ --------l I N/A $0.00 I rN/^ #N/A | #N/A I rl\r/A #N/A DRAINAGI FIXTT]R[ TINIT (DT'TI) CALCTiL-,I1'ION TABLf, NLIMBIjR Ot' NEW FIXTURES x UNI I LQUIVAI-ENT - DRAINAGL trlx-I URL UNftS NOTE: FOR REMODELS. CALCULATE ONLY l.HE NET ADDITIONAL FIXI.URES IRIF! FIXTURESNEW OLD LIN IT EQUIVALENT DRAINACE FIXTURE UNITS}.IXTI JRF TYPF BATHTIIB DRINKING FOUNTAIN FI-OOR DRAIN. FLOOR SINK INTERCEPTORS FOR GREASE/OIUSOI.IDS/ETC, INTERCEPTORS FOR SAND/AUTO WASH/ETC, LAUNDRY TUB CLOTHES WASHERA4OP SINK CLOTHES WASHER - 3 OR MORE (EA) MOBILE HOME PARK TRAP (I PER TRAILER) RECEPTOR FOR REFRICERATOR/WATER STATION/ETC, RECEPTOR FOR COMMERCIAL SINK,/ DISHWASHER,ETC SHOWER, SINGLE STALL SHOWER, GANG (NUMBER OF HEADS) SINK: COMMERCIAL, RESIDENTIAL KITCHEN SINK: COMMERCIAL BAR SINK: WASH BASIN/DOUBLE LAVATORY SINKr SINGLE LAVATORY/RESIDENTIAI- BAR URINAL. STALLAMALL TOILE't. PUBLIC INSTALLATION TOILET. PRIVATE INSTAI,LATION MISCELLANEOUS: 0 0 6 0 0 0 0 0 0 i:) 0 0 0 0 0 0 0 0 0 3 I 3 3 6 2 3 6 t2 I 3 2 2 3 2 2 I 5 6 3 NUMBER OF EDU'S* 'EDU (Equivalent Dwelling Unir) is a discharge equivalenl lo a ily dwelling (20 DFU) set at 167 gallons per day CREDIT CALCULATION TABLE: BASED ON ASSESSED VALUE IF IMPROVEMENTS OCCURRED AFTER ANNEXATION DATE IN TABI-8, CAI-CULATE CREDITS SEPARATELY YEAR ANNEXED RA-IIJ PI.]R $I.O()O ASSESSED VALI.JE $r.45 $r.25 $ t.09 $0.92 !0.72 $0.48 s0.28 $0.09 $0.05 $0.00 $0.00 $0.00 YliAtt AN NIJXTJI) RATI] PER $ I.OOO ASS!]SSED VALUE $5.29 $5.19 $5.12 $4.98 14.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 t992 t993 t994 1995 1996 1997 l99E t999 2000 2001 2002 2003 2004 lg79 t980 l98 t 1982 1983 1984 1985 1986 t987 1988 1989 1990 l99l or before CREDIT FOR PARCEL OR LAND ONI-Y IF APPLICABLE IMPROVEMENT (IF AFIER ANNEXATION DATE) CREDIT TO TAL I $o oo I II I TorAl DRATNAGE FTXTURIi UNrl'S = E t sn oo I sn oo lY- 5oS PToNEER Etcrreenrne LLG P.O. Box 232 Spdneficld, OR 97a7? Phonc (541) ?465t41 Far (5,r1) 393-2651 Lateral Engineerlng Calculetions for rn Interior Shegr WelI Belng Revised During a Current Remodel of an Exlsting Commercial Structure Location: 5251 Main Street Springfield Oregon Deslgn Criteria: 2014 oSSC Seismic Desigrr Category D Ultimate Design Wind Speed : 120 mph Wind Exposure B Roofloads: DL = l5 psf. Floor Loads: DL : 10 psf. Wall l,oads: DL = 8 psf. Trusses Not Reviewed By This Office N 86970P8 OREGON EXPIRES: l2l3lll9 Sheet Inder: I Covcr Dl Dcrritq Ll-L2 LateralCalculations -Computer Printouts/Supplemental Information Eiri! L I _ HEADER DOOR OPENING + NAIL SCHEDULE (STRAP): C|\,1STC16 (BLOCKING BETWEEN STUDS): 4X (END LAP): 20' FASTENERS: lod NAILS . END LAP: FILL ALL HOLES - BLOCKING: FILL ALL HOLES B I\,{ARK 8d COMMON 10d COMMON 16d COMMON 16d SINKER L (LENGIH) O (DIAME'IER) H (HEAD OIA,) 2-112 0,131' 0 281" 3'T114" 0.148'0.162'.0.144" o 312'0.3214'0.3{4' - STRAP CONTINUOUS AT FULL HEIGHT WALL SECTION EDGE NAIL FULL HEIGHT OF KING STUD NOTES: 1. STRAP BOTH ENDS OF HEADER, U,N.O. 2. STRAP TO BE INSTALLED OVER SHEATHING 3. SHEAR WALL EDGE NAILING REQ AT BLOCKING, SILL. HEADER C DBLTOP J PLATE HOLDOWN & ANCHOR PER PLAN B STUDS - SILL PLATE elE tl * a -" a *,* E *, ,'Selco Remodel pier Design (Door)Proxeen EHerxeenlxo LLG 5251 Main St. Springfield, OR Project Num. Date 18-505 tL/ 141L8 D1U17 Centennial Blvd. ste. 9 Springfield OR,974Z Dru]nn Oy checked by CDB PKD 541-7 46-5841 pioneerengr.com 1) 11L./)n19 '1. ? 7.11 Dl\, '=*-o SHEAR WALL NUMBER: SW 102 I I l8- sos LI e SLD6 cl r ---1 ..- EXr)tt^'6 J E)(\st\l./c L{.)tnu* -.'l t$oTg r ) 5<o)€ oF \,/oRr ts Lt-5sP R) o^/.f, (., t}tEA)< t.gALL- t Cta, G 5tlc>KTga,E;Df,X$aP6 trl Krc,o Kro\ SElEn.'r<- " V o.Ao (osra)t = C), o<? L.r I I t_)t Kro?- I Rroa 6-5/r-o I lo,.o. = (+?) (s.).r r s ( z +) + z-+' (=t'D (o.ocs ) (e.or'€) = +P @ tt \t ,*=pr'1+a; + 6'(3,r)]k,.6(r(z-oy'e; = 33ro rr I I I I ;l3r*.tr'.t,",atr.a\ Y tbJDc\ Rcvlrh/j I I I I It - sos \^JrND r EXp B ,ll;i EB il,oz_= re (:t) (rr-srxJ * $1ee ) (rrttq LZ g (sz)(t:vs9 = 8]5o tu = ll/Sto lUlie.*,: = l?'( s+) (tt.fP+) + * I-t^,truu cor.Sli\ous R1o?-= lg t'lo tu 5{+rAR -{ !Ir!;tlrtIu.l4u.t d Eh..n l,o$ Lailr Id. Hatehtiwldo tt lto r,t a.iah or.i H! orq L.dn H..dro* r:,4 ,.0 rr f,oF !,l!&SHEATHING BOfH SIDESr;;a=! .\.r,*, I roir.o.Bsriioctro io t am :l L!?T ','"r...afliiffilstoliil ,am I rsr rroura l @1,.."o". sE ^ra roR D6rGr{ !(,T iGruNE ' il IIITIIrI IIIIII @ Ii, Fr E 12t13t20'18 S, = O.7 72 g Sr = 0'376 I Sns = 0.876 I Sn, = 0' 619 I Design Maps Summary Report 18- sc-'s So, = 0 584 I So, = O 473 I &USQS Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard USGS-Provided Output (which utilizes USGS hazard data avallable in 2008) site coordinates 44.045650N, 122.939150W Site Soil Classification Site Class D - "stiff Soil" Risk Category I/IIllII For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal responser please return to the application and select the "2009 NEHRP" building code reference document. NtCEr R€dponse Spr$rum Destsn R6ronse Spec1rum I ,r-.* ; ,rr! a oia, I '.,r !,1: o,, i,ti Li,.|tr ':,!l' ili' rjr, l-11 lJr' 16,r ,}J, :J.i or'1' u.!, (i,]/.' Lrl.' r9.' lrt' I tr t.!' lr.r tE.r :r, Mod. T iird PGtod. T G.O For PGA,., -,, C, , and C., values, please yieg_lle_dgtallElllell9G. Although this information is a product of the U.S. Geclogical S!rvey, !./e provide no warcnty, expressed or amplied, as to the accuracy of the data contained thcrein. This tool is not a substitute fo. technical sub.lect-matter knot!ledge. hltn. //^r .ln, {- Er, (r., e..1, ', sPrihgfi€ld -E lElr J I Anchor DesignerrM Software Version 2.6.6682.23 l8-Eos Company:Date:'t2t1412018 Engineer:Page 1t5 Project Address Phono: E.mail: ProJect description: Locatron I Fastening d6scription: Br!! rtlrl.l Concrrtli Norm€l.rcighl Concrets thicknoss, h 0nah): 18.00 Statc: Crackad Compr.8slvr st$ngth, fc (psi): 2500 l.Pro'rGr, lnlormatlon Custorner company: Customer contact name: Custolrter e-heil: Commcnt; 2. lno.rl O.ta & Anchor Panmete.s Grnffal Ooslgn mathod:Acl 318.1 I Unib: lmpsrial units Anchor lnlormalion: SIMPSON Sfone*ie Di.motor (indr): 0.875 Eficcliv€ Embldm.nt dopth, h.r (lnch); 14.000 Codc rrpon: lcC-ES ESR{057 Anchor catagory: - Anchor duadlhy: Y.E h'rr (inoh): 16.00 c- (lnch): 35.32 C-, (lnd): 1.75 S'* (inch):3.00 Rclnlorrcmont canditlon: B trnslon. B 8h!rr Suppl€msntEl rclnlorc€mont Nor apCi:6bl€ Rclnlorcamcnt prcvldod at corncrs; No lgnora concrota broakout h tensk2n: No lgnor! concrutc brukoul in lhcar: t'lo Holc conditlon: Dry cooclst! lnlpaclior: Contlnuous fompsr.turo rlngr, Shorulong: l5O'l l0'F lgnorc 6do requlrurnet: Not applicluc Bulld-up grout p8d: No Racommandad Anchor ArctEr N.m6: SET-3G - SET-3G W 7/ag F'|554 Gr. 38 co& R.port ICC-ES ESR-4057 lnpul drb shd .€adts must be cllecked for agrEsment wllh lhe €xlsling chcumslencas, the standards and guideln€s musl be d}ed(ad ior d€ug5lltty. Srmpson Srrong,Tie Company lnc 5956 W. Las Positas Boul.vard Pleassnton, CA 94588 Phooo: 925.560.9000 Fax: 925.847.3a71 rrrr.stoogfr€.corn SIMPSON Load and Geometry Load lactor source: ACI 319 Section 9.2 Load combination: not set Seismic design: Yes Anchors subjecled to sustained tension: No Duclility s€ction for tension: D.3.3.4.2 not applicable Ductility section for shear: D,3.3.5.2 not applicable Oo faotor: not set Apply €ntire shear load at front row: No Anchors only resistjng wind and/or seismio loads: Yes Slrength level loadsl N* Ibl:'10835V* [bl: 0 v@y [b]: 0 <Figure 1> Anchor DesignerrM -. r: Software Version 2.6.6682.23a It -5og Company Dale '12t14t2018 Enginesr:Page 2t5 Proiect Address Phone 1083s tb 0rb l. lnputdate end results must be checked for agreemenl wJth the exlsting circumstances, the slandards and guidelines must be checled forplausibility :rirr;,s!n Conrpa,itr' l|,. 5956W Las Positas Boulevard Pleasanlon, CA 94588 Phone:925.560.9000 Fax:925.A47 .3A71 l^ww.slrongfra.com 0lb E-mail: rv., Anchor DesignerrM Software Version 2.5.6682.23 \ 8-SoS Company:Date:12t14t2018 Engineer:Page Proiect: Address: Phoner E-mail: <Figure 2> SIMPSON lnput dala and results musi bc checked tor.greement with th6 exjsling cicumstances, the slandards and glidelines must be chec*ed tor plausibilty. Simpson Strong-Tie Company 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phono: 925.560.9000 Faxi 925.U7.3871 w\rvr,.stronglb.com I - !2.00 L r2.oo \E - 5o5 Anchor DesignerrM Software Version 2.6.6582.23 Company: Engineerl Page:4t5 Project: Address: Phone: E-mail Shear load y, v,", (lb) Shear load combined, .i (v*,)4(V,4F (b) o 3. Rcsuftino Anchor Forces Anchor Tension load, N* (lb) Shear load x,v* (b) SIMPSON 10835.0 0.0 0.0 0.0 Sum 10835.0 0.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant lension force (lb): 10835 Resultant compression force (lb)r 0 Eccentricity ot r€sultant tension forces in x-axis, e'N, (inch): 0.00 Eccentricity of resultant tension lorces in y-axis, e'Ny (hch): 0.00 ,(. Steel Strenqth of Anchor in Tenslon (Sec. D.5.ll N- 0b) d cN* 0b) 0.0 N" 0b)o.75CN.b (rb) 0.0 d 26795 0.75 20096 5. Concrete Breakout Strenolh of Anchor in Tension ls€c, D-5.2) r,/6 = k,i,ifr"lt 5 (Eq. D-5) ke )o l" (psi) h., (in) No (lb) 17.O 1.00 2500 14.000 44526 O.7siN.b = 0.750 (ANe/ Au*)Yea,nY".n9',p uNo (Sec. D.4.'1 & Eq. D-3) Ar" (in') Arc, (in'? cq-i, (in) y"d.N %r 1008.00 17M.00 12.00 o.871 1.00 1.000 a(. (psi) 44526 0.65 10809 1265 1.00 No. = 1 .r.trd"h* (Eq. O-22) 7a r. (psi) 1.00 1.00 2500 0.24 1265 N,o (lb) 4 (in),,"/(in)Nb. (b) 'r.00 1265 0.88 14.000 48683 0.750N. = 0.75A LAN,/ Aa*)Y,o.N"Y,+.x.No" lSec. 0.4.1 & Eq. D-18) .Arc (in'z) A,vo (in'?) cx" (in) cq-h (in) Y,a,n"0.75dN. (b) 547.63 547.63 11.70 12.00 1.000 1.000 48683 0.65 lnpul dala and results must be ch€cked lor agreem€nl with the existing circumslances,lhe slandards and guidelines musl b€ ch€ckod for plauslbility Skong-Iie Company hc 5956 W. Las Positas Boulevard Pleasanton, CA 94586 Phone: 925.560.9000 Far 925.847.387'1 nr$,r-stroigli€.corn I lDaG'. f 12t14DuB '1 6. Adhesive Strenqth ofAnchor in Tensiqn lsec, D.5.51 n q = ',k cld*rl"^K*(fa / 2,500)" dN i.k ,1.. (psi) l.noa.o^ K""r dN s.ts f" (psi) It-- sos I l. Rosultt ,1. lnter.c-tion ofTenslle and Sh6ar Forces tsec. D.7l? Tension Faclorod Load, Nm (lb) Design Strength, oN^ (lb) Company:Date:12J1412018 Engineer:5/5 Project: Address: Phone: E-mail Ratio Status Anchor DesignerrM Software Version 2.6.6682.23 Steel Concrots breakoul Adhesive 10835 10835 10835 20096 '10809 23733 0.54 1.00 0.46 Pass Pass (Govems) Pass SET-3G w./ 7/8"6 Fi554 Gr, 36 with hef = 14.000 inch meets the selected design criteria. 12. Waminqs - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for lorqued cast-in-place anchor is waived per designer option. - Per designer input, the tensile component of the strength-level earthquake iorce applied to anchors does not exceed 20 percent ot the loial factored arrhor tensile force associaled with the same load combination. Therefore the ductility requiements of ACI 318 D.3.3.4.3 for tension need nol be satisfed - dosigner lo verify. - Pe, designer input, the shear component of lhe strength-level earthquake force applied lo anchors does nol exceed 20 percent of the total factored anchor shear lorce associated with the same load combination, Therefore the ductility requirements of ACI 318 O.3.3.5.3 for shear need not be safisned - designer lo verify. - Designer must exercise own judgement to determine if this deslgn is sL.ritable. - Refur to manufacture/s product literature fgr hole cleaning and installation instructions. Inpul data and resulls must be checked for agreementwilh the existing circumstances, the slandards and guidelines musl be checked for plausibilily Slrong Tie Company lnc 5956 W Las Posilas Boulevard Ploasanton, CA 94588 Phone: 925.560.9000 F ax-.925.U1.3811 www.shongli€.@m SIMPSON feas"l