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Home My WebLink AboutPermit Building 2019-12-26OREGON Web Address: www.springfield-or. gov Building Permit Residential Structura! Permit Number: 811-f9-002625-STR IVR Number: 811030382939 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 54L-726-3753 Email Add ress : permitcenter@springfield-or. gov SPRINGTIELD ,ifr Permit Issued: December 26,20L9 TYPE OF WORK Category of Construction: Single Family Dwelling Type of Work: Addition Calculated Job Value: $t9,502.24 Description of Work: Addition and remodel - Master bedroom, new master bathroom, and new laundry room JOB SITE INFORIIIATION Worksite Address 830 G ST Springfield, OR 97477 Parcel 170335 1207100 Owner: Address TEN TALENTS INVESTMENTS LLC 830 G ST SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL II{FORMATION Business Name CRUZ GENERAL CONSTRUCTION LLC - Primary License ccB License Number 223236 Phone 54L-2L4-922t PENDING INSPECTIONS Inspection 1999 Final Building 1260 Framing LO2O Zoning/Setbacks 1110 Footing 1220 Underfloor Framing/Post and Beam 1410 Underfloor Insulation 1430 Insulation Wall 1440 Insulation Ceiling 1520 Interior Shearwall 1530 Exterior Shearwall 1120 Foundation Inspection Group Struct Res Struct Res Struct Res Struct Res Struct Res Struct Res Struct Res Struct Res Struct Res Struct Res Struct Res Inspection Status Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending SCHEDULING INSPECTIONS Permits expire if work is not started within 18O Days of issuance or if work is suspended for 18O Days or longer depending on the issuang agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-O01-OO10 through OAR 952-O01-OO9O. You may obtain copies of the rules by calling the Center at (5O3) 232-L9a7. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/Mechanical), ORS 479.54O (Electrical), and ORS 693.010-O2O (Plumbing). Printed on: fu26l19 Page 1 of 2 c:\myReports/reports//production/ot STANDARD g,"-.J Permit Number: 81 1-19-0O2625-STR Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811030382939 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Page 2 of 2 Fee Description Technology Fee Plan Review - Minor, City Copies - larger than LLxL7, per each SDC: Reimbursement Cost - Local Wastewater SDC: Total Sewer Administration Fee SDC: Improvement Cost - Local Wastewater Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Structural building permit fee Structural plan review fee State of Oregon Surcharge - Bldg (L2o/o of applicable fees) Quantity 1 3 LO23 76.35 503.94 398 Tota! Fees: Fee Amount $3s.s2 $141.00 $12.00 $1,023.00 $76.3s $s03,94 $23.88 $337.80 $2L9.57 $40,54 $2,413,60 Construction Type Printed on: t2l26ll9 Occupancy Type R-3 1&2family U Utility, misc. - half rate Unit Amount 289.00 90.00 Unit Total Job Value: Job Value $35,390.94 $2,193.30 $37,584.24 C :\myReports/reports//production/01 STAN DARD Unit Cost $t22.46 $24.37 Sq Ft Sq Ft VB VB Page 2 of 2 PERMIT FEES VALUATION INFORMATION SPRINGFIELD tn' Record Fees 81 1- 19-00262s-STR 830 G ST, Springfield, OR97477 City of Springfield Development and Public Works 225 Fifth Street Springfield,OR 97477 Phone: 547-726-3753 permitcenter@springfield or.gov OREGON www.sprinqfleld-or.qov SDC: Reimbursement Cost - Local Wastewater SDC: Improvement Cost - Local Wastewater Copies - larger than 11x17, per each SDC: Total Sewer Administration Fee Structural plan review fee Structural building permit fee PIan Review - Minor, City Fire SDC - New Res Construction Sq Ft fee - enter sq ftg State of oregon Surcharge - Bldg (l2o/o of applicable fees) Technology Fee 1023 504 76 $ 1,023.00 $503.94 $ 12.00 $76.3s $7L9.57 $337.80 $ 141.00 $23.88 $0.00 $0.00 $2t9.s7 $0.00 $0.00 $0.00 $ 12.00 $76.3s $0.00 $337.80 $141.00 $23.88 Amount Amount Qty Amount INVOICED INVOICED $0.00 $0.00 $0.00 $0.00 $1,023.00 $503.94 $40. s4 $3s.s2 Ea Ea Ea SqFt 1 1 1 398 INVOICED ]NVOiCED INVOICED INVOICED INVOICED INVOICED Ea Ea $40.54 TNVOTCED $35.52 TNVOTCED Total Fees: Total Invoiced Fees Total Fees Paid: Total Balance Due: $2,413.60 $2,4L3.60 $2L9.s7 $2,194.03 - C : \myReports/reports//production/0 1 STANDARD REPORTS/std_Fee_Payment_By_Record_pr. rpt 12/24/19 11:33 am Page 1 of 1 Work Description: Additlon and remodel - I"laster bedroom, new master bathroom, and new laundry room. Calculated Job Value: $19,502.24 Fee Qty Fee Amt Fee Status Amt Paid Balance Due Ctry or SpnwcFtELD, oREGoN Structural Permit ApPlication nou\^., 0,o"-g l{, Hffi 225 F ifth Street o Sprin gfi eld, OR 97 47 7 . PH(s 4 I )7 26 -37 53 . FAX(54 I )72 6-3 689 This permit is issued under OAR 918460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. rC0 b.^ /nf{y'*fr*€\/N7*mt S\C $-o- €Eth-JL $ zGoo. co ) ? \2 W t- +\rrw,^-i +Di'.\&',5qr l39q.ZE \N"\\+ki.- e:t DEPARTMENT USE ONLY permit no.: lg-OO 2 G }-f- I Date: It lrltq LOCAL GOVERNMENT APPROVAL Date: This project has final land-use approval' Signature: Date: This project has DEQ approval. Signature: Zoning approval verified:nYes ENo Property is within flood plain: fl Yes E No CATEGORY OF CONSTRUCTION ! Commercialfl Residential fl Govemment JOB SITE INFORMATION AND LOCATION Job site address: State: {]ft,ztQ-rq Lot no.Subdivisio\: Taxlot:Reference: PROPERTY OWNER Address: ZIPState:City: Fax:Phone: E-mail Building Owner or Owner's agent authoriz'ing this application: Sign here: I This installation is being made on residential or farm property owned by me or a ntember of my irmediate famrly, and is exenrpt from licensing requirements under ORS 701 .0 10. CONTRACTOR INSTALLATION Business narne Address: zrPont\ Fax: CCB license Print name: Signature:@ FEE SCHEDULE 1. Valuation information t livOccupancy /EeConstruction type Square feet: Cost per square foot: Other information: Type of Heet: Energy Path:( /$.\ bg>O\ef S n new [alteration f] addition (b)Foundation-onlypermit? E Yes ENo ffifr Total valuation: .e6Jr\or,r&-{l\,fuLfl 2. Building fees (a) Permit fee (use valuation table):$ $(b) Investigative fee (equal to [2a]): (c) Reinspection ($ per hour)r (number ofhours x fee per hour)$ (d) Enter I 2oZ surcharge (.12 x l2a+2b+2cl):$ $(e) Subtotal offees above (2a through 2d): 3. Plan review fees (a) Plan review (65% x permit fee [2a]):$ $(b) Fire and life safety (65% x permit fee [2a]): (c) Subtotal offees above (3a and 3b):$ 4. Miscellaneous fees $(a) Seismic fee, l%o (.01 x permit fee [2a]) (b) Tech fee,5%o (.05 x permit fee[2a]+PR fee [3c])$ $I'OTAL fees and surcharges (2e+3c+4a+b): SUB-CONTRACTC Name CCB License #Phone Electrical{f{\ Prumbitrc+p *n".nr,,.ft$D) t \**t,, &9^21 I lgp .ooast. 8", 11.Y3 $\\q resf.A,.- Lasr cdircd 5-5-2019 BJones Nd.{sn^+{ C{^r" E-mail:C OrCf)(-\* (a) Job description: 5r1:6,E$3- q1J-l\',ff MiTe MiTek USA, Inc. MiTek USA, lnc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 91 6-755-3571 Re: 2404-19 Rush The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Relco Roof. Pages or sheets covered by this seal: R6043 4463 thru R60434467 My license renewal date for the state of Oregon is June 30, 2021. 87022PE OREGON November 27,2019 Hemandez, Marcos IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIffPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSlffPl 1, Chapter 2. lTruss Type lnor,-= Qtv 1 Plv 1 Rush R60434463 Job Reference (optional) Relco Roof and FIoor,oR - 97446,s Nov 19 2019 iviTek lndustries, Inc.2019 Page 1 lD:A 5-0-6 MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EOUIVALENT CONNECTION BY OTHERS. 15 14 23-94 Scale = 1:61.5 4x4 5453 67e.oo [it 4x4 '-3x8 /,/ 4.oo Fz 0-2 3 18 1.5x4 | 16 5x8 = 1.5x4 ll 13 12 4x8 il 54 17 -11 <i, I 10 11 I+ LoADING (psf)PLATES MT2O GRIP 220t19sTCLL TCDL BCLL BCDL 25.0 7.0 0.0 ' 10.0 LUMBER- TOP CHORD BOT CHORD WEBS OTHERS 2x4 DF No. l &Btr 2x4 DF No.1&Btr 2x4 DF No.2 2x4 DF No.2 BRAGING. TOP CHORD BOT CHORD WEBS Weight: 230 lb FT = 20% Structural wood sheathing directly applied or 4-4-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 4-16 REACTIONS. All bearings 4-5-8 except (it=length) 2=0-5-8. (lb) - Max Hoz 2=197(Lc 11) MaxUplift All upliftl00 lborlessatjoint(s)15, 13except2=-209(1C12), 12=-271(LC 13), 14=-104(LG1) MaxGrav Allreactions250lborlessatjoint(s)15,14,13except2=997(1C23),12=1576(LC1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHO RD 2-3=-217 7 I 428, 34=-1 521 1300, 4-7 = -558 I 1 37, 7 -9=-57 8 I 1 82, 9-1 0=-322t 641 BOT CHORD 2-18=46812034, 17-18=-46812034, 16-17=-28511373, 15-16=-437 1343, 14-15=-437 t343, 13-1 4=-437 t343, 1 2-13=-437 1343, 10-12=-431 1342WEBS 3-17=-697 1206, 4-17=4014'12, 4-16=-11281313,7-16=-541276,9-16=-2141927 , 9-12=-14691451 NOTES. 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-'10; Vult=l20mph (3-second gust) Vasd=gsmph; TCDL=4.2psf; BCDL=3.opsf; h=25ft; Cat. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C E)derio(2) -1-4-0 to 1-8-0, lnterio(1) 1-8-0 to 17-6-0, Exterio(2) 17-6-0 to 20-6-0, lnterior(1) 20-6-0 to 30-10-0 zone; cantilever left and right exposed ; end vertical Ieft and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 .60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard lndustry Gable End Details as applicable, or consull qualified building designer as per ANSI/TPl 1 . 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 lb uplift aljoint(s) 15, 13 except (t=lb) 2=209, 12=271, 14=104. PE 1 1 D0IRES: 0613012021 November 27,2019 SPAC|NG- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1 .15 Rep Stress Incr YES Code lRC2015/TPI2014 cst. TC BC WB [/atrix-l\ilS o.24 0.40 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) -0.08 18 -0.16 16-170.04 '15 l/defl >999 >999 nla L/d 240 180 nla 1\Wanxwe -v"nry d*lgn parametes andREID lroIEs ol,, rHrs AND )N)LUDED MITEK REFERENCE PAGE Ml!.7173 rcv,1,/Nn|fi BEFOR1 USE. Design valid for use only with MiTek@ conneclors. This design is based only upon parameleE shown, and is for an individual building component, not a truss system. Before use, the building designer mustveri6/ the applicability ofdesign parameters and properly incorporate this design into the overall buildang design. Bracing indicated is to prevent buckling of individual huss web and/or chord membeE only. Additional tempoEry and pemanent bracing isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. Forgeneralguidanceregardingthe fabriction, storage, delivery, ereclion and bracing oftrusses and kuss syslems, see ANSffPn Quality cfiten'a, DS8.89 andBCS/ Building Component Safely lnforfration available from Truss Plate instilute,218 N. Lee St.eel, Suite 312, Alexaodtia,VA22314. rii MiTek" MiTek USA, lnc. 400 Sunrise Avefue, Suite 270 Roscville CA C5561 lrruss lAlsG s 2 -l llllj Job lrruss l* lrruss rvne lRoof Speclal2404-19 oty B Ply 1 Rush R60434464 Job Reference (optional) Relm Roof and Floor, lnc,- 97446,8.320 s Nov '19 2019 Wed Nov 27 16:22:34 2019 Page 1 4.oo F- lD:ATWG5?61 6-7-S 29-6-0 PLATES MT2O Scale = '1:56.7 7 4x4 8.oo lit 2'l20 4x6 --JX5 \- 3x4 -- 3 22 2 2x4 DF No.1&Btr 2x4 DF No.1&Btr 2x4 DF No.2 12 1.5x4 ll '11 3x4 = T+8 3x4 l0 5x8 1.5x4 ll 3x4 = 10-10-7 LoADING (ps0 TCLL 25.0TCDL 7.0BGLL O.O - BCDL 1O.O LUMBER. TOP CHORD BOT CHORD WEBS BRACING. TOP CHORD BOT CHORD WEBS Weight: 139 lb FT =20% Structural wood sheathing directly applied ot 4-2-12 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 4-10 OREGON GRIP 2201195 DGIBES: 0613012021 November 27,2019 REACTIONS. (lb/size) 2=1005/0-5-8,9=1644/0-5-8 Max Horz 2=149(LC 11) Max Uplift 2=-96(Lc 12), 9=-107(Lc 13) Max Grav 2=1016(LC 23), 9=1644(LC 1 ) FoRCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3:22301239,34=-15881178,4-5=-648/90,5-6=-6251111,6-7=-3171609 BOT CHORD 2-12=-21512084, 11-12=-21512084, 10-11=-13111443,9-10=-4101345, 7-94101345 WEBS 3-11=-6781116,4-'11=-111399, 4-10--11451204,5'1O='261324,6-10=-2151976, 6-9=-1491/435 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=gsmph; TCDL=4.2pst BCDL=3.0psf; h=25ft; Cat. ll; Exp B; Enclosed; MWFRS (envelope) and C-C Elierior(2) -1*4-0 to 1-8-0, lnterio(1) '1-8-0 to 17-6-0, Exterio(2) 17-6-0 to 20-6-0, lnterio(1) 20-6-0 to 3O-10-0 zone; cantilever left and right exposed ; end vertical teft and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) , This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willllt between the bottom chord and any other members. 5) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 100 Ib uplift atjoint(s) 2 except (jt=lb) 9=107. Makix-MS cst.TC 0.45BC 0,41wB 0.36 in (loc) -0.08 '11-12 -0.15 10-110.04 I l/defl >999 >999 nla L/d 240 '180 nla Vert(CT) Horz(CT) DEFL. Vert(LL) SPAG|NG- 2-0-0 Plate Grip DOL '1.15 LumberDOL 1.15 Rep Stress lncr YES Code lRC2015/TP12014 [WnnttWe -Verity deslgn pahmete9and READ NOTES ON THIS AND INCLUDED lrlTEl< REFERENCE PAGE Mtt-7173 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek@ connectore. This design is based ohly upon pammeteE shown, and Is for an individual building component, hot a lr.uas system. Before use, the buitding designer must veriry the appli€bility ofdesign parametere and properly incorpoEte this design into the oveGll building ijesign. Bracing indicated is to prevent buckling of individual truss web and/or chord membeE only, Additional tempomry and pemanent bGcing is always required for sbbility and to prevent collapse whh possible peEonal injury and property damage. For general guidance regarding the - - .- fabrica[ion, siomge, delivery, erec.tion and bracing oftrusses and truss systems, see ANSI/TP|| Quality Ctiteda, DSB-89 ardBCS, Building component Safetytnfotnati-on availablefromTrussPlatelnstitute,2'l8N.Leestreet,suite312,Alexandria,VA22314 r[1 MiTek" MiTek USA, lnc. 400 Sunrise Avenue, Suite 270 P^<avilla aA OEAAi 5 4 Job il ntss 1o.". I 2404-19 SUPPORT Qtv 1 Plv 1 Rush R60434465 Job Reference (optional) Relco Roof and Floor, lnc,9 [,4iTek Industries, lnc. Wed Nov 27 16i22136 2019 Page 'l lD:ATWGs?61 JdlVDj3GyEwpH 14-0 Scale = 1:54.6 22 23 10-10-7 4x4 = 14 I I J ll t5Il-I tF6 8.op F 11 '13 16 17 32 3'1 30 29 2A 29-6-0 12 4x4'- 10 18 4.oo FT B 4 44 43 42 41 40 39 38 37 36 35 34 7 un 21 45 2 3x4 N 24 l+ 27 26 25 46 3x4 5XO - LOADING (psf) TCLL 25_O TCDL 7.O BCLL O.O BCDL 1O.O LUMBER- TOP CHORD BOT CHORD WEBS OTHERS 2x4 DF No.1&Btr 2x4 DF No.1&Btr 2x4 DF No.2 2x4 DF No.2 BRACING. TOP CHORD BOT CHORD Weight: 192 lb FT = 20o/o Slructural wood sheathing directly applied or 10-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. OREGON PLATES MT2O GRIP 2201195 DGIRES:0430ft021 November 27,2019 REACTIONS. AII bearings 24-0-0. (lb) - Max Horz 2=197(LC 11) MaxUplift Allupliftl00lborlessatjoint(s)2,34,35,36,37,38,39,40,41,42,43,44,32,31,33except 30=-346(LC 1), 2e=-2e0(Lc 13) MaxGrav Allreactions250lborlessatjoint(s)2,34,35,36,37,38,39,40,41,42,43,44,32,31,30 except 29=773(LG 1 ), 33=633(LG I ) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3321512,3-4=-301/49'1,4-5=-2871499,5-6=-2691497,6-7=-2521497,7-8=-2351497, 8-9=-2181497 , 9-10=-2231572, 10-1 1=-1921577, 11-12=-1591575, 12-13=-127 1588, 13-14=-88/549,14-15=-88/549,15-16=-1271588,16-17=-165/586, 17-18=-1371494, 1 8-19=-2651637, 1 9-20=-2931623, 20-21 =-3001 585, 21 -22=-31 31 559, 22-23=-3261 534 244=4591350, 43-44=459/350, 4243=4591350, 41 42=-4591350, 40-41 =459/350, 39-40=-459/350, 38-39=-459/350, 37-38=460i350, 36-37=460/350, 35-36=460/350, 34-35=460/350,33-34=-460/350,32-33=460/350,31-32=-460/350,30-31=460/350, 29-30=-460/350, 28-29=-460 1350, 27 -28=-460 1350, 26-27 =4601350, 25-26=-460/3s0, 23-25='460/350 1 8-29=-343 1230, 1 4-33=-600/'1 1 3 BOT CHORD WEBS NOTES. 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=120mph (3-second gust) Vasd=gsmph; TCDL=4.2psf; BCDL=3.opsf; h=25ft; Cat. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corne(3) -14-0 to '1-8-0, Exterio(2) 1-8-0 to 17-6-0, Corner(3) 17-6-0 to 20-6-0, Exterior(2) 20-6-0 to 30-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reaclions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard lndustry Gable End Details as applicable, or consult qualifled building designer as per ANSI/TPI l. 4) All plates are 1.5x4 MT20 unless otheruise indicated. 5) Gable studs spaced at 14-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at join(s) 2, 34, 35, 36, 37, 38, 39, 40, 41 , 42, 43, 44,32, 31 , 33 except (jt=lb) 30=346, 29=290. 9) Non Standard bearing condition. Review required. SPACING. 2-O-O Plate Grip DOL 1.15 Lumber DOL '1.15 Rep Stress lncr YES Code lRC2015/TP12014 CSI. TC WB Matrix-S 0.32 0.60 DEFL. Vert(LL) Vert(CT) Hotz(CT) in (loc) 0.00 23-24 '0.00 23-24-0.01 29 l/defl L/dnlr 120n/r 90nla nla [wennwe - Verig deslgn parameres and READ NoTEs oN fHlS AND TNCLUDED MTTEX REFERENCE PAGE M11.7173 rev, 10/03/2015 BEFORE UsE Design valid for use only with MiTek@ connectoE. This design is based only upoh paEmete6 shown, and is foran individual building component, not a truss system. Before use, the building designer must veriry the applicabi,ity ofdesign parametere and properly incorporate this design into the overall building design- Eracing indicated is to prevent buckling of individual t !ss web and/or chord members only. Additional temporary and pemanent bracing is always requked for stabllity and to prevent collapse with possible personal injury and propeny damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANsIfPll Quality criten'4 DsB-89 ard BCS, Building Component Safetylnforfiation availablefromTrussPlatelnstitute,2'l8N.LeeStreet,Suite312,Alenndtia,VA22314. riii MiTek" [.4iTek USA, Inc. 400 Sunrise Avenue, Suite 270 P^.6r,illa ad OAAAI s s 3 Symbols PLATE LOCATION AND ORIENTATION t',i'Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. s-1 For 4 x2 orientation, locate plates 0- 1/i6" from outside edge of truss. This.symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION lndicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING lndicates location where bearings (supports) occur. lcons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only lndustry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction DSB-89: Design Standard for Bracing.BCSI: Building Component Safety lnformation, Guide to Good Practice for Handling, lnstalling & Bracing of Metal Plate Connected Wood Trusses. -7itr>ll< Numbering System JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIEO BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ESRl9BB ER-3907, ESR-2362, ESR-1 397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSYfPI 1 section 6.3 These truss designs rely on lumber values established by others. @ 2012 MiTek@ AII Rights Reserved 1 6-4-8 2 TOP CHORDS dimensions shown in ft-in-sixteenths (Drawings not to scale) a 4otoI o-oF o E,oI o-oF 8 BOTTOM CHORDS 7 o 5 3 o o = WEBS A General Safety Notes design loading shown and never inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPl 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otheMise noted, moisture content of lumber shall not exceed 19% at time offabrication. 9. Unless expressly noted, this design is not applicable for use with flre retardant, preseruative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating r6quirements. 12. Lumber used shall be ofthe species and size, and in all respects, equal to or better lhan that specified. I 3. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. lnstall and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with pro.iect engineer before use. 1 9. Review all portions of this design (front, back, words and pictures) before us€. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPl 1 Quality Critgria. Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing fortruss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemative Tor I bracing should be considered. 3. Never exceed the stack materials on ,f,| MiTek. MiTek Engineering Reference Sheet: M I l-7473 rcv. 1 0 lo3l 201 5 * s {."C*- ENERGY EFFICIENCY TABLE Nr101.1{2) ADDITIONAL MEASURES efficiency Y{alls For I square foot = 0.093 m2, I watt per square foot = 10.8 Wm2. a. Appliances loiated within the building thermal envelope shall have sealed combustion air installeil, Combustion air shall be ducted directly frorn the outdoors. b. All duct joints and seams sealed rvith listed mastic; upe is only allorved at appliauce or eguipment coDrcctiotrs (for service and replacement)' Meet sealing criteria of Performaace Tested Comfort Systems program admiristered by &e Bonaeville Powcr Adminiseadon (BPA). c. Residential water heaters less thatr 55 gallo, slorage volume. d. A total of 5 perceut of an IryAC system's duchvork shall be permitted to be located outside of ttre conditioned space. Ducts located outside the conditioaed space sball have insulation installed as required in this code. e- The maximum vaultcd ceiling surface area shall not be gleatsI than 50 percent of thc tolal heated space floor arca unless vaulted area has a U-factor tro Slealet thar U-0.026. f. Continuous air barrier. Additional rcquirement for sealing of all interior vertical wall covering to top plate framiry. Sealing wi& foam gasket caulk or other appmved sealant listed for sealing wall covering material to strucarral fiateriai (example: gypsum board to wood stod framing). g. Table Nl 104.1(l) Sundard base case design, Code UA shall be at least 8 percent less than the hoposed UA. Buildings with fenestration less tban i5 percent of the total vertical wall area may adjust &e Code UA to have 15 percent of the wall area as fenestration. Exterior walls-U-0.045/R-21 cavity insulatior + R'5 coatinuous Upgraded ,€atures 1 2 Exterior walls-U-0.0571R-23 interrnediate or R-21 advanced, Framed fl oors-U-0.0261R-38, and Whdows-U-0.28 (average UA) Extelior waIIs-U-0.055/R-23 intermediate or R-21 atlvanced Flat ceilinge-U-0.017/R-60, and Framed fl oors-U-0.026/R-38 Upgraded features 3 Super lnsulated tl[lndows and Attlc OR 4 Windows-U-0.22 (Triple Pane Low-e), ard Flat ceilnsc-U-0.0 17lR-60 or Framed fl oors-U-0.025/R-3 8 Air home 5 aod ASHRAEOI and62.2, Proposed UA is 87o lower than the code UA efficlency thermal envelope I I I I Ila6 tol6laIE lclo EooE6!Etr,s CLeo t!r tIo\trol olo1oa l 6 Gag-lfued frnace or boiler AFUE 94%, or Air source heatpump I{SPF 9.5/15.0 SEER cooling, or Ground source lieat pump COP 3.5 or Energy Star rated High efficiency HVAC system' A systems wlthin conditioned spac€ B .AIl ducts and air handlers cortainetl within building art"topF Cannot b e c ombined w ith Me as ure 5 Dlctless heat pump C Ductless heat pump HSPF 10.0 in primarJ' zoae of dwellihg Hlgh efficiency water o qco co 6 oqtol, otro o -!,-oo rg Natural Electric Northern Climate Specification Product I,'EF 0.85 OR 2017 OBEGON BESIDENNAL SPECIALTY CODE 435 \ Ctrv or SpRTNcFIELD, oREGoN Structural Permit Application oZ /afeVs -5*€\/N %stw S\C $,- €8N^;L{-$zGoo.@ + 3 \a,w,^-i J..{,$,\, 6"r-S l{, D^'.t&',5Sr Bg'1,26 ,.t.,ts I er- eS+ ffi 225 Fifth Street o Springfield, oR 97477 . PH(541)726-3753 . FAX(54 I )726-3689 This permit is issued under OAR 918460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. , ro() _ot'L b.^ YA +ft A 2 \, * W r t- t A DEPARTMENT USE ONLY permit no.: [g-OO 2 G ]S- I (qDate: It \f t LOCAL GOVERNMENT APPROVAL This project has final land-use approval. Signature:Date: This project has DEQ approval. Signature:Date: Zoning approval verified: E Yes E No Propefi is within flood plain: f| Yes f] No CATEGORY OF CONSTRUGTION ! Government I CommercialI Residential JOB SITE INFORMATION AND LOCATION Job site address: State: {lR ZIPC-\f.t Subdivisio\:Lot no. Reference:Taxlot: lJ- s3-3s-12-07 PROPERTY OWNER Address: City:State:ZIP Phone:Fax: E-mail: Building Owner or Owner's agent authorizing this application Sign here: E This installation is being made on residential or farm property owned by mc or a member of my immcdiate family, and is exentpt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name Address: zrPont\ Phone Fax: E-mail: CCB license Print name: Signature:@ FEE SCHEDULE 1. Valuation information L 0v (a) Job description: Occupancy /BAConstruction type: Square feet: Cost per square foot: Other information: Type of Heat: ! new flalteration ! addition r1 $ Total (a) Permit fee (use valuation table) Energy (b) 2 fees pennit'/ EYes ENo ft) Investigative fee (equal to [2a]):$ $ (c) Reinspection ($ per hour): (number ofhours x fee per hour) (d) Enler 1 2%o surcharge (.12 x [2a+2b+2c]):$ (e) Subtotal of fees above (2a through 2d):$ 3. Plan review fees (a) Plan review (65% x pennit fee [2a])$ (b) Fire and life safety (65% x permit fee [2a])$ (c) Subtotal offees above (3a and 3b):$ 4. Miscellaneous fees (a) Seismic fee, l%o (.01 x permit fee [2a]):$ (b) Tech f'ee, 5% (.05 x permit fee[2a]+PR fee [3c])$ IIOTAL fees and surcharges (2e+3c+4a+b):$ SUB-CONTRACTOR INFORMATION Name C(lB License #Phone Electrical ar{\ Plumbing \ N{echanical t \**t.o & I 1gp .oor-sf. S", 11.Y3J2A*. sl\1.r3est.C4r- Last cdited 5-5-2019 BJoncs Nhd. {sn^*k-< Crr*.ro <9o, \\r.5 ) \1 .S g4i c't:t* 207 nL^r u6 O-cAA 5.1* x lQ qo arn*A j^*t,Cl.uait baolsYi$4nsllutt"t\*y- x )o lu.sx gxr: @ b78 ffiep ul ,12- $gr,5o'-1.2q Sl o(osa.l? Sr,toq '! > 4 rb,ola. t? $ \Q,5D ),>1 q SPRINGFIELD th OREGON www.springfield-or.gov Worksite address: 830 G ST, Springfield, OR97477 Parcel: 1 703351207 100 Transaction Receipt 811-19-002625-STR IVR Number: 8'l 1030382939 Receipt Number:473085 Receipt Date= 11121119 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@spri n gfi eld -or. gov Transaction Units date 11121119 1.00 Ea Description Structural plan review fee 224-00000 -425602- 1 030 Fees Paid Account code Fee amount $219.57 Paid amount $219.57 Payment Method: Check number: 129 Payer: CRUZ GENERAL CONSTRUCTION LLC Payment Amount:$219.57 Cashier: Katrina Anderson Receipt Total:$219.57 Printed: 1 1/21119 1 1:03 am Page 1 of 1 Fl N_Transaction Receipt_pr lr ts E w,d ts 6 E w E IL E E ts ffi Enter data into projed log check address on plans is correat checkto5eeifLDAPhasbeenissued.LDAPPermit# Read allcomments from otherworktroupsto see ifanythint needs to be considered during structuralreview. Check Setbacks on Site Plan Check RLID to make sure taxlot matches what is shown on drawings, that topo8raphy lines are on the plans and that 9]U!elEb-tr9!qhC! check to see if lot is sloped o@lf sloped, will back deck meet setback tf a new home is being built at Mountalngate or River Heights, check the subdivision books to see if a Geo-Tech report is req. Check soils to determine whether or not a Geotechnical evaluation should be required lfproperty 6 on septic, checkfor prope r setbacks from buildin8 to tank, distribution box, and leach field Make sure that property is not in Flood Hazard A affected property accordingto Mapspring (if it is we need 3 engineers surveys) Check that everything required to be entineered has engineerint and that the stamp is current check the truss package and make sure it matches the plans (qty of trusses, type, attachements) - lfthe numbering doesn't *match but the uplift and reactions look correct it is OK. Falls underfield veritr, *Make sure that if there is HVAC equipment in the attic, the trusses were desiSned to support it Che.koverhangto mate certain theydon't proiect farther than allowed forflre separatiol-!--.. jlt.$-jnches (^...-!r-.- <- tci.ut: lf rafter fra ming, check spa ns ! '{_f'r_.' _ "'' lftrusses or rafters are between 2172 and 4/72 pitch, make not that duel layers of underlayment required. Less than 2/12 needs to be a membrane roof. Check to see ifanything over4000lbs is bearing down on strip footings. lfso this needs to be enlarEed. check Hold Downs;iisfilsi',tiaJAlntnrii ti" inspector p{"{l,.$r6 l'/ttb\r'- sdE}J Check Foundation Venting Check for propane tanks; loo k fo r setbacks, siesmic attachments, and protection of the tank. Make notes on plans with stepped foundations how far back they need to be from the edge ofthe cut and the uphill cut. check header sizes check footint sizes ( rell.E etora.or tl trtPFoirr 2 -:r.,nt-.. S(lilgftla, ) t*e" ort* r'Go.rlots a-o e lt'*{ Make sure that if rebar is used that it has minimum cover depths. Check energy code requirements. Additional energy measure selections : Envelope Enhancement-Conservation Measure rz tx trI tr 6t E xMake sure that insulation called out meets the energy code and if not make note of the required R value ADDRESS :fr% (i STErTgT MAP & TAXLOT :l?-d!- 35- t, - dl too Plan Review Checklist PERMTT *: 19-C6i?-625 ^ S<a ; .. li. tr tr m l{r vt ftt 11 tra7 tr TT5 E IT tr ilzx E DETACHED garage is being built less than 3ft to existing structure it needs to have 112 gVp board on the interior walls lf Garage is elevated, make sure columns supporting underfloor of garage are continous to footing (make note on plans) Check fire/sound separation assembly on 2 family dwellings Check for smoke alarms/Carbon Monoxide alarms (look on electrcial sheets if there aren't any shown on floor plan) Check wall bracingtr$.a$*t4Eb tDtS\crJ ' ':"''r-d i' j* th1'":; : I '! . ' ,;.i Check minimum room size Make sure that minimum bathroom fixture distances are met Check to make sure stairs meet code Check roofing material nish tile, metal, etc.) Et avAfro.t ,.O/1GE / Sy.cC<I ,. ". )tr, ', t- lCheck for attic access Check beam sizes Read over allthe general notes to make certain that nothing was missed and there are no conflicts lF new SFD or ADU, make sure that Willamalane form is attached. Transfer all notes made by other work groups until there are two identical sets of plans (jobsite and city set) lnclude standard attachments : Exterior Wall Envelope Self-Certification Form (Not required for unheated detached structures) Moisture Content Acknowledgement Form Hieh-Efficiencv Liehtine Svstems Oreson Residential Specialtv Code (ORSC) Noise Ordinahce Notice Smoke Alarm Ventilation Requirements for Kitchens and Bathrooms Green Approved Plans Cover Sheet (Found under "Cover" in file cabinet) Make sure that on all new square footage, that a Fire SDC is charged. Add all inspections and fees into Accela (including Willamalane fee and addressing fee) Stamp plans with the "Reviewed for Code Compliance" stamp, sign the approved by line and perforate Approve Building Review line in Accela & call or email application with fees due and attach placard to jobsite set * Enter energy path data from Additonal Energy Measures Table N110L,1121into Accela . - . I ".. " i. -' . ":t i* erfloor access on plans t III {. *On additions/remodels where existing conditions come into play, see code section N1101.3 & table N1101.2 Check tempered glazing (hazardous locations, windows in stairwell, within 24" of door, where a door would open into the glass,etc) Check bedrooms for egress (window sizes, make sure that garage door to house doesn't go into bedrooms) Check to see if there is a living area abo.ve the garage, if so, make,note of 5/8" type X gyp board fire separation requirement. checkformechanicalbquipmerit'prota.itoriiborrai8d) ifthegarage "''';- :.'i"t ' i i"'-"-i' *' t; '.' '. : t'J..ir i'. E €ra. Signed electrical application received Print out the Fee Schedule and put it with the Willamalane Spreadsheet on the outside of the folder Put any inspection notes into Accela that need to be there before the plan is issued. Check off Project Log and enter today's date. Plan check items/notes ffi CAll-.- &.ccCS lrral@r$o* rrOl€ ( 7--.-.? HILL & DALE ENGINEERING, LLC P.O. BOX 95 VIDA, OREGON 97488 541-968-s056 psM24@gmail.com Page: 1/6-Rev Date: L2/L0/L9 Client Rodney Rush Ten Talents Investments 3L0L Teton Dr. Garland, TX 75040 location: 830 G. St., Springfield Job Descrlption: Structural revision for design change Job Numben 136-19 Design Criteria: -OSSC 19 and ORSC 17 .SDC D -Expozure I -120 mph wind -Roof Snow Load=20psf -Roof Dead Load=15psf -Floor Dead Load=l0psf -Floor Live Load=40psf *1500 psf soil bearing pressure for design. *The following is not in the scope of work from this office: 'Geotech by others. *Waterproofi ng ry others. 'TrussEs by others. iN 5 t5, s. Ht ,%%, rl 1 l l' A-t DL, \ I I\ v! U '! ,I '=+ oo IOOI(o A3GE I 5-06-00 18-06-00 5-06-00 v lndicates of TruSs Cruz General Rush 830 G Street Springfield, OR 97477 RELc;Otraa, R6( &...653.41 PO BOX 8a llarrlrburg , OR 54109S311 relcotrurt.oom Loadlng: 25:l-10 Spacing: 24"a.c. Roof Pltch: 8112 &,4t12 Ovefiang:16" Walls:2n6 2404-19 r ll I HlLL & DALE EN6INEERIN6, LLC PO BOX 95 VIDA, ORECON , 97 488 $41) 868-0667 GJENT : -', CALCULAIED 8Y t,ATE JOg I V^', S,T-/- N0, ilNBL.Nrtrct 0o ilCO,*r'tc#'fia-b V^a-(r cq v - 799b "s ) = ,Lr/rb <)a = ((tr/,t -- 1? 'rb Onyl = tlfi tB) -7 qytll(t pll/y =, b//S iZyrV ) LL;\1MW"G) ) -=,.63,tf*rUPu#*N*c' ' [./4 =tlqb,Z&?rc.s) : ?trril,)g ,)S?y,rS*S .2.to? = Z1zy't* crrn^--, *:fs xs) :, {N *ffv ktYt =, a I ril(,i rL-*:,i i; iG alq*rf ,*ffitr, u'haFr='W i'FWh irz ,, ,/, tl 7u ',+'.cSt'a' r 7, Lr?'5 .t6 /2"t,P O,/ 'Fno*Gf*N#S*/ lfe6 : l-D ct{A-xnETtrta*orNc @ -rNc.AtrAEE (l.tqt.I- t r*r*$S (AE-CIrc^ElrJrtuCocrl sr?ss ,-b p.eu. 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S) 88V L6 'NO?I)'O 'voln g 6 xo{t od)tt '2NtullNtlNS llvo, tltH @ @) - HILL & DALE EN6INEERIN6, LLC PO BOX 95 VIDA, ORIGON , 97 488 $41) 868-0667 CUENT SHEET llo. _3-l?r,t/.OF CALCULATEO BY.OATE A--L So_s laA "r -- lve7) -- 5/E y*J =,2-* ,IA l,l= lW?,LlLt 0,,, *lg,Ad1 I,tL?s(%cn1=J,sP,*' a * lb/7(tl/ffiX/,tsp,t) *t{.4{o;, ^-'-Qa MtN_Retr Aeces ' 2./ * (z Mlir.l 15.C rlsl!^^ ut*Z,l(Sd) :- /ZS 4.-J =.{" v-B,500t4 1rl- tDdOlA(l 4.y = %-.:&it 4rk PT lwtN Jr-EnrAt /r rS It JOURNAL OR JOB NUMBER: NAME OR COMPANY: I,OCATION: TAX T,OTNUMBER: DEVEI,OPMENT TYPE: NEW DWELLING UNITS IMPERVIOUS AREA I. STORMDRAINAGE DIRECT RUNOFF TO CITY STORM SYSTEM CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET l9-002625-STR Ten Talents lnvestments Lrc 830 G ST 1703351207100 Residence A. REIMBURSEMENT COSTl.ffiERvroffi I 000 B. IMPROVEMENT COSTf rMPERvroffi I ooo ITEM 1 TOTAL. STORM DRAINAGE SDC 2. SANITARY SEWER - CITY A- REIMBI]RSEMENT COST: NUMBER OF DFt-rs 6 B. IMPROVEMENT COST: NUMBER OF DFU's 6 COST PER S.F. $0.301 COST PER S.F. $0.437 COST PER DFU st70.50 COST PER DFU $83.99 NUMBER OF UNITS 0 NUMBEROFUNITS 0 COST PER FEU $135.93 COST PER FEU $ 1,620.85 COST PER FEU 522.82 ADM. FEE RATE s% AREA DRAINING TO DRYWELL 0 s0.00 COST PER TRIP l 9.86 COST PER TRIP s3'17.40 $0.00 $0.00 $1,s26.94 CHARGE $76.35 CHARGE $0.00 CTTARGE $0.00 NEW TRIP FACTOR 1.00 NEW TRIP FACTOR 1.00 x x ITEM 2 TOTAL - CITY SANITARY Sf,WER SDC A. REIMBT]RSEMENT COST: ADT TRIP RATE 9.57 x x x x xx B. IMPROVEMENT COST: ADT TRIP RATE 9.57 xx ITEM 3 TOTAL - TRANSPORTATION SDC 4. SANITARY SEWER. MWMC A. REIMBURSEMENTCOST: NIIMBER OF fEU's 0 B. TMPROVEMENT COST: NLMBER OF FEt.ls 0 C. COMPLIANCE COST: x x x NUMBEROFFEU's 0 MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE ITEM 4 TOTAL. MWMC SANITARY SEWER SDC SUBTOTAL (ADD ITEMS 1,2,3, & 4) 5. ADMIMSTRATIVE FEE: SUBTOTAL $1,526.94 x TOTAL STORM ADMINISTRAT]ON FEE TOTAL SEWER ADMINISTRATION FEE: TOTAI TRANSPORTATION ADMIMSTRATION FEE: TOTALMWMC ADMINISTRATION FEE - I.OCAL 0 0 I,OT SIZE1 $0.00 s0.00 $0.00 s0.00 $0.00 $0.00 76.3s $1,603.29 1070 l09l 1092 1093 1094 1054 I 055 1054 1056 1079 1077 ooQ r!Fa I PREPARED BY Petereen DATE TOTAL SDC CHARGES $1,526.94 DRAINAGE FIXTURE UNIT CALCULATION TABLE NUMBER OF NEW FXTURES X UNIT EQUTVALENT = DRAINAGE FXTURE I-]NITS CAI-CUI-ATE ONLY TTIE NET ADDITIONAL NO. OF TINIT FIXTURE TYPE NEW OLD ALENT MISCELLANEOUS DFU TYPE NUMBER OF EDU'S 20 TOTAL DRAINAGE FIXTURE UNITS lsa toa unit set at 167 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE *EDU DRAINAGE FIXTURE LINITS 0 0 0 t9'79 $5.29 $5.1 9 $5.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter I for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT? (Enter 1 for Yes, 2 for No) BASE YEAR CREDIT FOR LAND (IF APPLICABLE) VALUE / IOOO $0.00 CREDITRATE $5.29x CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE / 1OOO CREDIT RATE $0.00 x $5.29 TOTAL MWMC CREDIT$1.59 $1.4s $1.25 $1.09 $0.92 $0.72 $0.48 $0.28 $0.09 $0.0s 0 3 00BATHTUB 000IDRINKING FOL-INTAIN 0 3 00FLOOR DRAIN 0003INTERCEPTORS FOR GREASE / OIL / SOLIDS i ETC. 6 000INTERCEPTORS FOR SAND / AUTO WASH / ETC. 0 2 0LAUNDRY TUB 0 0003CLOTHESWASHER / MOP SINK 6 000CLoTHESWASHER - 3 OR MORE (EA) 0 12 0MOBILE HOME PARK TRAP (1 PER TRAILER)0 0001RECEPTOR FOR REFRIG / WATER STATION / ETC. 0 3 00RECEPTOR FOR COM. SINK / DISHWASHER / ETC. 2102SHOWER, SINGLE STALL 0 2 0SHOWER. GANG (NUMBER OF HEADS)0 0 0 3 0SINK: COMMERCIAL/RESIDENTIAL KITCHEN 0002SINK:COMMERCIAL BAR 0 2 0SINK: WASH BASIN/DOUBLE LAVATORY 0 1 0 1 1SINK: SINGLE LAVATORY/RESIDENTIAL BAR 0005UzuNAL, STALL/ WALL 0 6 0TOILET, PUBLIC INSTALLATION 0 1 0 3 3TOILET, PzuVATE INSTALLATION 6 CREDIT RATE/$I,OOO ASSESSED VALUE YEAR ANNEXED BEFORE 1979 1919 I 980 1981 1982 1983 1984 1985 1986 1987 I 988 01989 1990 199 I 001992 1993 1994 1995 1996 1997 1998 1999 2000 2001