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Home My WebLink AboutPermit Building 2020-03-13OREGON Web Address: www.springfield-or. gov Building Permit Residential Structural Permit Number: 81 1-19-OOO517-STR IVR Number: 8lLO447 29309 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54L-726-3753 Email Add ress: permitcenter@springfield-or.9ov SPRINGFIELD i6 Permit Issued: March 13, 2020 TYPE OF WORK Residential Specialty Code Edition: 2017 Category of Construction: Manufactured Dwelling Submitted fob Value: $42,128.4O Type of Work: New Dwelling UnitDescriof Work: ADu-Converting Garage into an Worksite Address 449 26THST Springfield, OR 97477 Parcel 1703361420500 Owner: Address: WILLIE THOMAS D 429 QUARRY RD SPRINGFIELD, OR 97477 JOB SITE INFORMATION LICENSED PROFESSIONAL IN FORMATION Business Name SEE PROPERTY OWNER INFORMATION - Primary License Owner (Property) License Number OWNER Phone PENDING INSPECTIONS Inspection 1999 Final Building 1260 Framing 1110 Footing 1350 Masonry Construction 1410 Underfloor Insulation 1430 Insulation Wall 1440 Insulation Ceiling Final Land Use Inspection Group Struct Res Struct Res Struct Res Struct Res Struct Res Struct Res Struct Res Planning Inspection Status Pending Pending Pending Pending Pending Pending Pending Pending SCHEDULING INSPECTIONS 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 permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Grantlng 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. ATTEilTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-OO1-OO1O through OAR 952-OOI-OO9O. You may obtain copies of the rules by calling the Center at (503) 232-1987, All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O1O (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.010-O2O (Plumbing). Printed on: 3/13/20 Page 1 of 2 C:\myReports/reports//production/01 STANDARD ul Permat Number: 811-19-OO0517-STR call or text the word "schedule" to 1-888-299-2821 use IVR number: glLo4472g3og 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 Address assignment - each new or change requested externally, per each SDC: Improvement - Transportation SDC SDC: Improvement Cost - MWMC Regional Wastewater SDC SDC: Total Transportation Administration Fee SDC: Compliance Cost - MWMC Regional Wastewater SDC SDC: Reimbursement Cost - MWMC Regional Wastewater SDC SDC: Reimbursement Cost - Storm Drainage SDC: Improvement Cost - Storm Drainage SDC: Reimbursement Cost - Local Wastewater SDC: Improvement Cost - Local Wastewater SDC: Reimbursement - Transportation SDC SDC: Total MWMC Administration Fee - Local SDC: Administrative Fee - MWMC Regional Wastewater SDC SDC: Total Storm Administration Fee SDC: Total Sewer Administration Fee Structural building permit fee Structural plan review fee Willamalane fees - Single Family Detached, per unit State of Oregon Surcharge - Bldg (12olo of applicable fees) Curb cut fee - enter # of cuts Note: This may not include all the fees required for this project. Quantity 1 1 3506.54 1369.04 184.55 19.56 113.05 L7L,99 248.04 1655.4 815.4 184.51 75.58 10 2L L23.54 1 Total Fees: Fee Amount $62.L7 $141.00 $s2.00 $3,506.54 $1,369.04 $ 184.5s $ 19.s6 $113.05 $ 17 1.99 $248.04 $ 1,655.40 $81s.40 $ 184.5 1 $7s.s8 $10.00 $21.00 $ 1 23.54 $s63.28 $366.13 $3,805.00 $67.59 $121.00 $L3,676.37 1 Construction Type Printed on; 3/13/20 Occupancy Type R-3 1&2family U Utility, misc. - half rate Unit Amount 576.00 60.00 Page 2 of 2 VB VB Unit Sq Ft Sq Ft Unit Cost $70.6s $23.90 Total Job Value: Job Value $40,694.40 $ 1,434.00 $42,L28.40 C: \myReports/repoftsl I produd,ion/ Ol STANDARD PERMIT FEES VALUATION INFORMATION SPRINGFIE Transaction Receipt 811-19-000517-STR IVR Number: 8t I 044729309 Receipt Number: 474124 Receipt Date: 3/13/20 City of Springfield Development and Public works 225 Fifth Street Springfield, OR 97477 54t-726-3753 perm itcenter@spri ngfield-or. gov'bOREGON www. sprin gf ield-or. gov Worksite address: 449 26TH ST, Springfi eld, OR 97 47 7 Parcel: 1703361420500 Transaction Units date 3t13t20 1.00 Ea 3t't3t20 1.00 Ea 3t13t20 1.00 Ea 3t13t20 1.00 Oty 3t13t20 3t13t20 3t13120 1.00 Qty 1.00 Ea 1.00 Automatic Technology Fee Description Structural building permit fee State of Oregon Surcharge - Bldg (12o/o ot appliclble fees) Address assignment - each new or change requested externally, per each Wllamalane fees - Single Family Detached, per unit Curb cut fee - enter # of cuts Plan Review - Minor, City 224 -OOO00 -425602-'l 030 821 -00000-21 5004-0000 224 -0 0000 - 4256 02-0000 82 1 -00000-21 5023-0000 201 -00000-428060-1 069 1 00-00000-425002-1 039 204 -00000 -425605-0000 Fees Paid Account code Fee amount $563.28 $67.59 $52.00 $3,805.00 $121.00 $141.00 $62.17 Paid amount $563.28 $67.59 $52.00 $3,805.00 $121.00 $141.00 $62.17 Payment Method: Check number: 131 Payer: High Caliber Property Group Payment Amount:$4,812.04 Receipt Total:$4,812.04 Printed: 3/13/20 l:45 pm Page I of 1 Fl N_Transaction Receipt_pr Cashier: Katrina Anderson SPRINGTIELD nfr OREGON www.springf ield-or. gov Worksite address: 449 26f H ST, Springfi eld, OR 97 47 7 Parcel: 1 70336'l 420500 Transaction Receipt 811-r9-000517-STR IVR Number: 8l I 044729309 Receipt Number: 474122 Receipt Date: 3/13/20 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54L-726-3753 perm itcenter@springfield -or. gov Transaction Units date 3113120 10.00 Amount 3t13t20 3t13t20 3t13t20 3t13t20 Description SDC: Administrative Fee - MWMC Regional Wastewater SDC 1 13.05 Amount SDC: Reimbursement Cosl - MlVIvlC Regional Wastewater SDC 19.56 Amount SDC: Compliance Cost - MWMC Regional Wastewater SDC 1,369.04 Amoun SDC: lmprovement Cost - MWMC Regional Wastewater SDC 75.58 Amount SDC: Total MWMC Administration Fee - Local 61 1 -00000-426604-8800 $10.00 433-00000-448024-881 0 $1 13.05 433-00000-426607-88 1 0 $19.56 433-00000-448025-88 1 0 $1,369.04 71 9-00000-426604-8800 $75.58 Fees Paid Account code Fee amount Paid amount $10.00 $1 13.05 $19.56 $1,369.04 $75.58 Paymenl Method: lnternal transfer from: Payer: MWMC 61 2-07500-1 056-6501 5 2 Transaction Comment: MWMC fees paid for as approved by commission for ADU Payment Amount:$1,587.23 Cashier: Katrina Anderson Receipt Total:$1,587.23 Printed: 3/13/20 l:39 pm Page 1 of 1 Fl N_Transaction Receipt_pr ".".J SPRINGFITLD OREGON www.springf ield-or. gov Worksite address: 449 26f H ST, Springfield, OR 97 47 7 Parcel: 1 703361420500 Transaction Receipt 81 1 -1 9-00051 7-STR IVR Number: 8l I 044729309 Receipt Number: 474123 Receipt Date:3113120 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 547-726-3753 permitcenter@spri ngfield-or. gov {& Transaction Units date 3113120 "171 .99 Amount 3t13120 3t13t20 3t13t20 3t13t20 3t13t20 3t13120 3t13120 3t13120 Description SDC: Reimbursement Cost - Storm Drainage 248.04 Amount SDC: lmprovement Cost - Storm Drainage 1,655.40 Amoun SDC: Reimbursement Cost - Local Wastewater 815.40 Amount SDC: lmprovement Cost - Local Wastewater 184.51 Amount SDC: Reimbursement - Transportation SDC 3,506.54 Amoun SDC: lmprovement - Transportation SDC Fees Paid Account code Fee amount $171 .99 $248.04 $1,655.40 $815.40 $184.51 $3,506.54 $21.00 $123.54 $184.55 Paid amount $'171.99 $248.04 $1,655.40 $815.40 $184.51 $3,506.54 $21.00 $123.54 $184.55 61 7-00000-448029-8800 61 7-00000-448028-8800 61 1 -00000-448024-8800 61 1 -00000-448025-8800 434-00000-448026-8800 434-00000-448027-8800 21.00 Amount SDC: Total Storm Administration Fee 719-00000-426604-8800 123.54 Amount SDC: Total Sewer Administration Fee 71 9-00000-426604-8800 184.55 Amount SDC: Total Transportation Administration Fee 71 9-00000-426604-8800 Payment Method: Fee Waiver Payer: City of Springfield Transaction Comment: SDC fees waived for ADU's Fee Waived Amount:$6,910.97 Cashier: Katrina Anderson Receipt Total:$6,9't 0.97 Printed: 3/13/20 1:43 pm Page 1 of 1 Fl N_Tra nsactronReceipt_pr Crrrz or SprNcFIELD, oREGoN !:k - 44'1 ze*^ st Structural Permit APPlication 225FifthStreetoSpringfield,OR97477lPH(541)726-3753'FAX(541)726-3689 qTL DEPARTMENT USE ONLY Permit no.9- sll-s o",., =/Altq L*d (_ This permit is issued under oAR 91g-460-0030. permits expire if work is not started within 180 days of issuance or if work is suspended for 180 daYs. LOCAL GOVERNMENT APPROVAL This project has fual land-use approval. Signature:Date: This project has DEQ aPProval' Signature:Date: Zoning approval verified:!Yes ENo Properry is within flood Plair:I Yes ENo CATEGORY OF CONSTRUCTION E Residential ! Govemment ! Commercial JOB SITE INFORMATION AND LOCATION Job site address: State: s,ruaiu(iorl 0 Lot no. Reference:TaxIot: OWNER Name: Address: crr"' 4Ofit q fi'e lil State:W Fax: E-maii: Building or Sign E rns installation being made on residential or farm properry owned by me or a member of my immediate family' and is exempt from licensing requirements under ORS 701.010 Business name: Addre Crty: Phone E-mail CCB IJ Prilt n r Electrir Plumbir FEE SCHEDULE 1. Valuation information (a) Job description: Occupancy Construction type: Square feet: Cost per square foot: Other information Type ofHeat: Energy Path: n new [alteration ! addition (b) Foundation-only permit?IYes nNo wt lz?2.Total valuation: 2.Buililing s(a) Permit fee (use valuation table): $(b) Investigative fee (equd to [2a]): $(c) Reinspection ($ per hour): (number ofhours x fee per hour) s(d) Enter 12olo surcharge (.12 x l2a+2b+2cl): s(e) Subtotal offees above (2a through 2d): _ 3. Plan'review fees s(a)Plan review (65% x permit fee [2a]): $(b) Fire and life safety (55% x permit fee [2a]): s(c)Subtotal offees above (3a and 3b): 4. Miscellaneous fees s(a) Seismic fee, lo/o (.01 x permit fee [2a]): s(b) Tech fee,5Yo (.05 x permit fee[2a]+Pa fee [3c]) sror'AL fees and surcharges (2er3cr4a+b) Last edited 5-5-2017 BJones zPQTqTi .vi. dr*z/?) vnl, . T- coNTRAcroR INSJALLATIoN r\ 6rildPr ^NA0 94n- fees ?-1 = $z1gL -GBt3-v qtvd ldat 4Cr 445 zL*Goroge Conversion Plqn Review t?-o3-36- to '?b# E IT EI E ..,: E t3 EI Check address on plans is correct d allcommentsfrom other work gaoups to see ifanything needsto be considered durint structural review. ptAsr\rdl gc-N'THa..-€t{ h^Nr,f \A check that parking is not an issue ADq Ca{flt^' AD?in'.,\- <O4 lfbedrooms are beingadded andthe property is on septic, need some so rt of letter of approval from Lane County hb. a, -GFt\6- e, sla trE|t..6ar Check that eveMhing required to be engineered has engineering and that the stamp is current ar.rE.. -, 5(Fnr-(tDr. Aftu*rf \^tlroS check floorframinB check header sizes Check energy code requirements *Make sure that insulation called out meets the energy code and if not make note of the required R value *On additions/remodels where existing conditions come into play, see code section N1101.3 & tabl Checktempered glazing (hazardous locations, windows in stairwell, within 24" of door, etc) Check bedrooms for egress (window sizes, make sure that garage door to house doesn't go into bedrooms) Check for smoke alarms/Carbon Monoxide alarms (look on electrcialsheets if there aren't any shown on floor plan) Check wall bracing Check minimum room size Make sure that minimum bathroom fixture distances are met Check to make sure stairs meet code Check to make sure if attic access is in garage and it's going away, that there will still be attic access. Check beam sizes Lac,a DoarL Brrrr s16g1qyr-\ Read over all the general notes to make certain that nothing was missed and there are no conflicts 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 Moisture Content Acknowledgement Form High-Efficiency Lighting Systems Oregon Residential Specialty Code (ORSC) Noise Ordinance Notice Smoke Alarm Ventilation Requirements for Kitchens and Bathrooms Green Approved Plans Cover Sheet (Found under "Cover" in file cabinet) -[b aneort,sr ettSN'f Frncflrtc h.^- gt. trl lt o r .z'.'!3.1 N1101.2 a tr Ea a Evalt ts ts tr Add all inspections and fees into Accela (including Willamalane fee and addressing fee) JOI]RNAL OR JOB NUMBER: NAME OR COMPANY: T,OCATION: TAX I,OT NUMBER: DEVEI-OPMENT TYPE: NEW DWELLING UMTS IMPERVIOUS AREA DIRECT RUNOFFTO CITY STORM SYSTEM CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET l 9-0005 17 THOMAS WIIIIE 26TH ST A. REIMBURSEMENTCOST I IMPERVIOUS S.F, II 585.00 B. IMPROVEMENTCOST I rMPERvrous s.F. I 585.00 ITEM I TOTAL - STORM DRAINAGE SDC 2. SANITARY SEWER - CITY A. REIMBURSEMENT COST: NUMBEROFDFI-Is t0 B. IMPROVEMENTCOST: NUMBEROFDR-rs l0 COST PER S.F. $0.294 COST PER S.F. s0.424 COST PER DFU s165.54 COST PERDFU $81.54 NI'MBER OFUNITS I NUMBEROFI.]N]TS I COST PER FEU $l r3.0s ADM. FEE RATE 5o/o AREADRAINING TO DRYWELL U $420.03 COST PER TRIP 19.28 COST PER TRIP $366.4 l $8,093.53 CHARGE s404.68 CHARGE $171.99 C}IARGE $248.04 NEW TRIP FACTOR 1.00 NEWTRIPFACTOR 1.00 x x x ITEM 2 TOTAL - CITY SANITARY SEWER SDC A. REIMBTIRSEMENT COST: x x x x x ADTTRIPRATE 9.5't B. IMPROVEIVIENT COST: ADT TRIP RATE 9.57 xx xx ITEM 3 TOTAL - TRANSPORTATION SDC A. REIMBURSEMENT COST: B.COST: NUMBER OF FEU'S I C. COMPLIANCE COST: NUMBER OF FEI.]'S I MWMC CREDIT TFAPPUCABLE (SEE MWMC ADMINISTRATWE FEE ITEM 4 TOTAL - MWMC SANITARY SEWER SDC SUBTOTAL (ADD ITEMS 1,2,3, & 4) SI-'BTOTAL $8,093.53 x x TOTAL STORM ADMIMSTRATION FEE TOTAL SEWER ADMINISTRATION FEE: TOTAL TRANSPORTATION ADMIMSTRATION FEE: TOTALMWMC ADMINISTRATION FEE - I.OCAL 0 $2,470.1 1 $171.99 $19.56 $75.s8 $E,49E.21 l09l t092 1093 1094 r055 1054 I 056 t079 1077 t078 0 ao O & IJ.]F s.ld il30t2020 ITEil 691.05 NUMBER OF FEL.l"s 1 COST PER FEU COST PER FEU $19.s6 PREPARED BY Steven TOTAL SDC CHARGES s1,369.04 DRATNAGE FIXTURE UNIT CALCULATION TABLE NTIMBER OFNEW FXTURES X UNIT EQUIVALENT = DRAINAGE FXTURE UNITS FOR CAI,CUI,ATE THE NET ADDITIONAL NO. OF FIXTURES TINIT FIXTURE TYPE OLD ALENT MISCELLANEOUS DFU TYPE NLIMBER OF EDU'S 20 TOTAL DRAINAGE FIXTT]RE UNITS lsa toa unit set at 167 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE *EDU FIXTURE 0 2 2 1979 $5.29 $s.19 $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 FORANNEXATION 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 APPLICABI,E) VALUE / IOOO $0.00 CREDITRATE $5.29x CREDIT FOR IMPROVEMENT (IF AFTERANNEXATION) VALUE / IOOO CREDITRATE $0.00 x $5.29 TOTAL MWMC CREDIT$1.59 $1.45 $1.25 $1.09 $0.92 $0.72 $0.48 $0.28 $0.09 $0.05 3 310BATHruB 0 1 00DRTNKING FOUNTAIN 0003FLOORDRAIN 3 000INTERCEPTORS FOR GREASE / OIL / SOLIDS i ETC. 0006INTERCEPTORS FOR SAND / AUTO WASH /ETC. 2 000LAUNDRYTUB 0 3 00CLOTHESWASHER i MOP SINK 0 0 6 0CLoTHESWASHER - 3 OR MORE (EA) 12 000MOBILE HOME PARK TRAP (I PER TRAILER) 0 1 00RECEPTORFOR REFRIG/ WATER STATION / ETC. 0 0 3 0RECEPTOR FOR COM. SINK / DISHWASHER / ETC. 0 2 00SINGLE STALL 0 2 00SHOWER, GANG (NUMBER OF HEADS) 3I03SINK: COMMERCIAL/RESIDENTIAL KITCHEN 2 000SINK: COMMERCIALBAR 0 2 00SINK: WASH BASIN/DOTIBLE LAVATORY I101SINK: SINGLE LAVATORY/RESIDENTIAL BAR 5 000STALL/WALL 0 6 0TOILET. PUBLIC INSTALLATION 0 1 0 3 3PRIVATE INSTALLATION 10 ASSESSED VALUE RATE/$I,OOOYEAR ANNEXED BEFORE 1979 1979 1980 198 r 1982 1983 1984 1985 1986 1987 1988 01989 r990 1991 1992 1993 1995 1996 t997 1998 1999 2000 2001 1120 Arthur Street Eugene, Oregon97402 Office: 541-357-5532 Chuck@WoodChuckEngineering.com February L9,2A19 Proiect 19.048 Ellis Design Group 73 Wlllow Springs Drive Eugene, Oregon 97404 Subject: Engineering calculations Garage convert to ADU 445 26th St., Springfield, Oregon 97 477 PROJECT DESCRIPTION This project consists of analyzing the foundation, framing, and lateral bracing systems for the proposed conversion from a detached garage to an accessory dwelling unit for the single-family residence at the subject location. DESIGN CALCULATIONS 1 Prescriptive lateral bracing analysis 2-6 Framing and foundation analysis 7 -74 DESIGN CRITERIA RoofDead Load = 15 psf Floor Dead Load = 12 psf Roof Live Load = 25 psf (Snow) Floor Live Load = 40 psf ASCE 7-10, 2014 OSSC [based on 2012 IBC) Thank you for the oppornrnity to be of service. Please call if you have any questions. Respectfully, $,*t\zZ ,$ I Chuck Du Fault, P.E. WoodChuck Engineering 6s476PE OREGON 11 chuck Du Fault -08'00'&*t->--zl PRo c :ires: 12-31-1 9 il il- '_: t*_ 'iaat lfEtuOt i lii: ?orcn 1 n Covered?orch N tliAC r-- a :: Aedroom - wtD ,] r la{g!1rc Urllty I L;undry r-'-..--l I iV/H fttchen .,.",'i Lrvrna Rccni I B."r ] pu*t. r oiar.ltR i^ r \-; I fvi i- *-*r i" -'--\ i Ir QI X1 I tg€i sv-.';f€t&| 2%I tr8t-- - 1l KI -'ir - *.{;:m\*.1 ij :f::A: :iRai 1./74 1 :i -: I Baihroom \ ll @ l,Yg99g.tHqh Sheamall Bracing 445 26th St Springfi eld, Oregon 97 47 7 D1 110 or less Continuous sheathing - Method 3 & 5 Shear Wall I I ru"*,oal Heigrrt,l Length,l sn",.*,tt No.l ttethodl rl t.l n.l AsnectRatio arac"awattl Mr*op.ntngl soaclnpl Helpht,ft.l MaxoDenlne *."''Tiilf,l'x[:xl ,t:',..,*::l "'#,',iiiill Pass / Fail No tes CS 3 9.0 ?4.0 0.4 z4.ol 6.7 7 4o/o t4 4.32 t o.oo I 36 Pass ts CS 3 9.0 24.0 0.4 z+.ol 6.7 7 4o/o 9 4.32 t s.oo I 36 Pass 1 CS 3 9.0 24.0 0.4 z4.ol 3.0 330/o 4 3.84 2 0.001 27 Pass 2 CS 3 9.0 24.0 0.4 z+.ol 3.84 24.ool 27 Pass Notes: I Wall Bracing Methods - as per R602.10.2. CS-WSP - Continuous sheathing - Wood structrual panel CS-PF - Continuous sheating - Garage portal fuame BWP - Braced wall panel ABW - Alternate braced wall panels GB - Gypsum board panels PFH - Portal Frame with Holdown Wall construction as per 2008 Oregon Restdential Specialty Code (ORSC) Braced wall panels shall be located not more than 3s-feet on cent€r and may be offset out-of-plane up to 4-feet from the designated braced wall line Minimum length for: BWP = 4'-0" ABW = 2'-8" cB = 4'-0" (ifapplied to both faces of wall) See figure R602.10.3.2 for ABW framing requirements Braced wall panel connections as per R602,10.6 See Figure R602.10.6 (1) and R602.10.6 (2) for fastening requirements Min.7/16" APA Rated Sheathing 8d Panel Edge nailing @ 6" o.c. (max.) 8d Panel Field nailing @ 12" o.c. (max.) See SDPWSTable A1 - 8d common nail L = 2-1/2",Dia. = 0.131", H =.281" Wall anchorage to concrete foundation 1 /2" dia. x 1 0" J-bolt anchors spaced at maximum 4'-0" on center ' Plate washers " 3,x3"x0.229" - shall be provided berween the [oundation sill plate and the nut 1/2" gypsum board Type W or Type S screws or Nails @ 7" o.c, at panel edges No blockinS requried for 6rpsum panel edges N Client: Ellis Design Project:19.048 WootlChuck En gineering z/telzote LMAZ.IMAB/MASB ffiH*ffii*ffi o o o t,tr(E I h/udsill Anchors Mudsill anchors provide an alternative to anchor bolts. They easily mount on forms and make finishing easier. The unigue design provides installation flexibility, eliminating problems with misplaced anchor bolts. Suitable for stemwall or slab foundations, mudsill anchors are one piece so there are no more nuts and washers to lose. LMAZ - an economical replacement for 72" sill plate anchor bolts MAB/MASB - anchors mudsill to concrete block, poured walls or slab foundations Material: LMAZ, N4AB - 18 gauge; MASB - 16 gauge Finish: MAB, MASB - Galvanized (also available in ZNIAX@ coating); LMAZ - ZMAX only; see Corrosion lnformation, pp.15-18 lnstallation: . Use all specified fasteners; see General Notes. . LMAZMAB: - CMU shall have a minimum f'm = 1,500 psi and concrete shall have a minimum f'c = 2,000 psi. - Not for use where a horizontal cold joint exists between the slab and foundation wall or footing beneath, unless provisions are made to kansfer the load. - Not for use in slabs poured over foundation walls iormed of concrete block or with brick and 4" masonry block stemwalis. . MASB - Fill CN/U cell with concrete grout first, then place MASB into the grouted cell and adjust into position. Attach mudsill to anchor only after the concrete grout cures. - CMU shall have a minimum f'm = 1,500 psi. - The MASB mudsill anchors were tested in standard B' CMU. Codes: See p.1 4 for Code Reference Key Chart LMA4Z (LlrrlAOZ similar) tJh MAB.15 i I 21vi t\,lA823 3Ua' 4r MASB $ fnese products are available with additional corrosion protection. For more information, see p. 18. 1. Loads have been increased for short-term ioading. 2. For uplifi loads, provide attachment from mudsill to building's structural componenls to prevent cross-grain bending 3. LN/AZ installed attached to the stud has no load reduction for parallel and perpendicujar loads and an uplift of 60C lb. for LMA4 and 835 lb. for LMA6. 4. For concrete stemwall applications, allowabie loads are based on a minimum concreie stemwall width of 6". 5. Utr,iiji iC:iais -jar r:a,i ap3:) 1l l"4A; flslaiiaaj cr-, ):<i:,.2r':it,2) i2 Sii: piales 6,Nails:10dx1Vz'=a)48"dia.x11/2" long.Seepa.26-27 torothernail sizesandrnformation. MAB m m r M ffi ![ MASB (Standard)2x4- xo (2) 10d x 1t/2" Sides (6) 10dx171'130 riii.i 410 ,P€rp.,to Plate ' ''lFz| , ,.,,,, MASB (one Leg Up)2x4. x6 (3)100x116"(4)lodxlYi'360 ,?i (4) 1od.i 1.i4'. (2) 10d x 1r' .: MA4Z '{2) 10dx1Yz' {4) 10dxfizl' 2x6 \2) 10d x 1Yi't4) 10d x 1t,b"825 650 LMA6Z 3x6 (4) 10d x 11/i'(4) 10d x 1:/2"1,110 825 650 170 [/A823 2x4, x6, 13. i:'il.;ri2 Q) 10c v.11ii'(4) 10dx1,/i'565 500 ,i' I oz z s CO FazorF zca0- a N 5 o 5+?o 50 3/14 Sirnpson Strong-Tie@ Wood Construclion Connectors t I : tr{riliT-fldl-r! Model No. sill Size Fasteners Allowable Loads' DF/SP (160) Uptilt? ' Parallel to Plale (Fr) 2x4 3x4 905 MAbIJ 2x4, x6, xl. rili:i. !12 ,Ql1odx1W :{4) 10d x 1t$'505 500, LMAZ/MAB/MASB ffiilruil hleeif;{s$eE Anchor Boll 6' 0.C. 060) 5',-0"Ja1 t/2 LMA4Z 3',-8', LIVIA6Z J*t MABl 5 6Vz'IJ MAB23 i.i: 10"1z', lVudsill Anchors (cont.) J fnese products are available with additional conosion protection. For more information, see p. 18 Prescriptive Anchor Spacing o o ootr oo o o o oo II l I f l 'I . "Prescriptive" denotes designs per the IBC or conventional provisions of the IBC lor wind speeds 100 mph cr less. or lor Seismic Design Category D and less (SDC E and less in IBC). 2. Spacing is based on parallel to plate load direclion only. 3. Place anchors nol more than 1 2' from the end of sill and splices per code. 4. CMU shall have a minimum f'm = 1 ,500 psi and concrete shall have a minimum f'c = 2,5@ psi. 5. Spacings apply to DF, SP and HF sill plales. MAB Misinstallation (MAB straps must be separated before the concrete is poured) ,F,,v t0 o2 Z o( oo UtozorF(/) zoaL o @ 5Noo Typical MASB lnstallation Typical LMA lnstallation (ln concrete with framing) Drill a %'0 hole Typical MAB23 lnstallation in Concrete Block (MAB15 sinila) MAB23 provides a two-block embedment, if required by the local code jurisdiction. Concrete installation similar. fl Typical MAB1 5 lnstallation in Concrete (l\/iAB23 similar, with 7 5" minimum embedment) Not applicable for concrete-block installation. 4/14 51 , Slmpson Strong-Tie@ Wood Constructian Connectors ), Model No. 0.C. Spacing to Replace 1," Anchor Bolt 6' 0-C- (160) Minimum 6oncrete End Distance Minimum c*c Spacing MASB 472"Yf1 +-o Statewide Alternate Method October 201,4 Bett€r Buitdings f(}r {}regon No. 13-0L WaIl Bracing (Ref.: ORS 455.060) Statewide Alternate Methods are approyed by the Division administrator in consultation with the appropriate advisory board. The advisory board's review includes technical and scientific facts of the proposed alternate method. In addition: . Building fficiols shall approve the use of any material, design or method of construction addressed in a statewide alternate method;. The dectsion to use a statewide alternate method is at the discretion of the designer; andt Stqtewide alternate methods do not limit the authority of the building fficial to consider other proposed alternate methods encompassing the same subject matter. Code Edition: 2008 and 2014 Oregon Residential Specialty Code (ORSC) Code Section: Section R602.10 Date January 9, 2013 (Issued) October l, 2014 (Updated) lnitiated by: Building Codes Division Subject: Allow the use of the 2008 ORSC wall bracing provisions, Section R602.10, as an alternate method to the wall bracing provisions of the 20i4 ORSC. Background: The 2014 ORSC, based on the 2011 ORSC, was adopted and became effective on October 1, 2014. This alternate method will allow designs to voluntarily comply with the 2008 ORSC wall bracing provisions as an equivalent bracing mechanism comparative to the wall bracing provisions in the 2014 ORSC. Discussion: Technical and Scientific Facts supporting this ruling: 1. The Intemational Codes Council (ICC) promulgates internationally accepted construction standards through an "open code development process" in which all interested and affected parties may participate in the review of proposed changes submiued by code enforcing officials, industry representatives, design professionals and other interested parties. The State of Oregon Building Codes Division promulgates amendments to the ICC accepted construction standards through an "open code development process" in which all interested and affected parties may participate in the review of proposed changes submitted by code enforcing officials, industry representatives, design professionals and other interested Building Codes Division 0 Department of Consumer and Business Services 0 State of Oregon 1535 Edgewater St. NW, Salem, oR 97304 o P.o. Box 14470. Salem, oR 97309-0404 503-378-4133 0 Fax: 503-378-2322 | bcd.oregon.gov s /14 Cades parties. 2. The 2008 ORSC is a contemporary building code that advances the public safety and general welfare through a timely evaluation and recognition of the latest advancements in construction techniques, emerging technologies and science related to the built environment at the time of adoption. 3. The Oregon amendments to the 2008 ORSC are necessary for the coordination of code administration and to reference requisite adopted codes. 4. Division building code experts have conducted a thorough review of the 201i ORSC wall bracing provisions in relation to the wall bracing provisions of the 2008 ORSC. The wall bracing provisions in the 2011 ORSC provide a more exacting path in the development of the required brace wall type and len$h allowing for overall reduced brace wall lengths. The wall bracing provisions in the 2008 ORSC provide a more generic path in the development of the required brace wall tlpe and length creating a more conservative approach which generates greater brace wall lengths. By meeting or exceeding that prescribed by current code in terms of quality, strength, effectiveness and safety, staff finds the 2008 ORSC wall bracing provisions to be a cogent alternate method of construction to the 2011 ORSC wall bracing provisions. Gonclusion: Oregon Building Codes Division finds the 2008 Oregon Residential Specialty Code to be a contemporary building code advancing the public safety and general welfare through a timely evaluation and recognition of the latest advancements in construction techniques, emerging technologies and science related to the built environment. Accordingly, the wall bracing provisions of the 2008 Oregon Residential Specialty Code, R602.10 including all Oregon amendments serves as an effective alternative to the wall bracing provisions of the 2011 Oregon Residential Specialty Code for the construction of buildings in Oregon. The use of this alternate method constitutes a separate compliance path from the wall bracing provisions in the 201 I ORSC in that designs must comply with the wall bracing provisions in the 2008 ORSC in its entirety. Limited cross-over applications are allowed where approved by the building official. The recommendation and findings of the Residential and Manufactured Structures Board are accepted and are adopted. Contact:Tony Rocco Building Code Specialist Anthon.v-..I. Rocco @,oreeon. qor, (s03) 373-7s29 Rex L. Tumer Structural Program Chief Rex.L.Turner@oreqon. qov (s03) 373-77ss The technical and scientific facts for this Statewide Alternate Method are approved. January 9.2013 Page 2 of 2 Date 6/14 (Signature on File) Mark Long. Administrator Building Codes Division Member Member Section Material Remarks WindowA [E) Sawn 4x12 DF-L, No.2 existins sarase OHD header Window B [E] Sawn 4x12 DF-L, No.2 existing garage OHD header Man door A Sawn 4xB DF-L, No. 2 Window C Sawn 4x8 DF-L, No.2 Window D Sawn 4x8 DF-L, No. 2 Man door B Sawn 4x8 DF-L, No. 2 Window E Sawn 4x8 DF-L, No. 2 ffiF-k r r.-'ll 'l lygg9"c..h.llqh Header Schedule 445 26th St Springfield, Or egon 97 47 7 Header Schedule Client: Ellis Design Project: 19.048 WoodChuck Engineering 2/te/2019 7 /t4 Floor DL 12 psf Floor LL 40 psf RoofDL 77 psf 25 psfRoof SL Wall DL 10 psf s-T$jsre ilPJ I 5lWoodChuckg * d r {'f a i i l d Uniform Load Criteria: Header Loads 445 26th St Springfi eld, Oregon 97 47 7 CIient: Ellis Design Proiect: 19.048 Member Leneth, fL Uniform Loads I r.,o.l D.,dl r.i,"l I rvpel wiatn.rrl Loaa.pld maa.otflr.o-l ro Member Specifications I I section I u"t".i"l WindowA 6.25 3.0 3.0Roof t s1 oI 75.0 0 6.3 [El Sawn 4x12 DF-L, No.2s1.01 ?s.o Window B 5.25 3.0 3.0Roof s1.ol 75.0 0 5.3 fEl Sawn 4x12 DF-L, No.2s1.01 7s.0 Man door A 3.25 3.0 3.0Roof s1.ol 75.0 0 J.5 Sawn 4x8 DF-L, No.251.01 75.0 Window C 4.25 13.0 Roof 13.0 22t.ol 325.0 0 4.3 Sawn 4x8 DF-L, No.2z21,.Ol '32s.0 Window D 3.75 3.0 3.0Roof s1.oI 75.0 0 3.8 Sawn 4x8 DF-l, No.2s1.01 7s.0 Man door B 3.2s 3.0 3.0Roof sLol 75.0 0 5.5 Sawn 4x8 DF-L, No.2s1.01 7s.o Window E Roof 3.0 3.0 s1.ol 75.0 0 2.8 Sawn 4xB DF-L, No.2s1.o| 7s.o WoodChuck Engineering 2/79/201e B/14 WoodChuck Engineering 1120 Arthur Street Eugene, Oregon 97402 Office: 541-357-5532 www.WoodCh uckEngineering.com Project Title: ADUEngineer: CCD Prolect lD: 19.048 Project Descr:445 26th St Printed: 19 FEB 2019. 2:33PM Win A Descri BEAM Size: Wood Species : Fb - Tension Fb - Compr Applied Loads Unif Load: D = 0.0150, S = 0.0250 kfft, Trib= 3.0 fi Desion Summar.v Max fb/Fb Ratio = fb : Actual : Fb :Allowable : Load Comb : Headers 4x12, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Douglas Fir - Larch 900.0 psi Fc - Prll 1.350.0 psi Fv 900.0 psi Fc - Perp 625.0 psi Ft Combinations, Major Axis Bending Wood Grade : No.2 180.0 psi Ebend- >u 575.0 psi Eminbend - >u 1,600.0 ksi 580.0 ksi Max fu/FvRatio =fv : Actual : Fv : Allowable : Load Comb : Max Reactions (k) 0.049: 1 10.10 psi at 207.00 psi +D+S DLtI 0.14 0.14 Fir - Larch 3.125 ft in Span # 1 5.333 ft in Span # 1 0.s92. r 95.24 PSi at 1,035.00 psi +D+S Density 31 .210 pd 6.250 ft Transient Downward 0.004 in Total Downward 0.006 in Ratio 9999 >360 Ratio 9999 >240 LC: S Only LC: +D+S Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Left Support Right Support s 0.23 0.23 WEH WEH Wood Species : Fb - Tension Fb - Compr Aoolied Loads 900.0 psi Fc - Prll 1,350.0 psi Fv 180 0 psi Ebend- >o< 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - >o< Unif Load: D = 0.0150, S = 0.0250 k/ft, Trib= 3,0 ft Design Summary Max fb/Fb Ratio = 0.06$. t fb : Actual : 67 20 psi at Fb : Allowable : 1,035.00 psi Load Comb: +D+S Max tu/FvRatio = 0.037: 1 fv : Actual : 7.76 psi at Fv : Allowable : 207.00 psi Load Comb: +D+S Max Reactions (k) D t Lr Left Support 0.12 Right Support 0.12 1,600.0 ksi 580.0 ksi Density 31 .210 pd Transient Downward 0.002 in Total Downward 0.003 in Ratio 9999 >360 Ratio 9ggg >240 LC: S Only LC: +D+S Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Grade : No.2 2.625 ft in Span # 1 4.323 ft in Span # 1 e 4.20 0.20 4\12 5,250 fr e /14 Multiple :'Sirnple Beam Calculations per NDS 2012, I8c 2ol2,cBC 20r3,:AScE ,-10 llVood Bearn Design':,,.Windoriv B Catculations per,NDS 2012,tBC2Oj2, CBC 2013, ASCE 7-i0 Woodchuck Engineering 1 120 Arthur Street Eugene, Oregon 97402 Office: 541-357-5532 www.WoodCh uckEngineering. com Project Title: ADUEngineer: CCD Project lD: 19.048 Project Descr:445 26th St ENGI Printed: 1g FEB 2019. 2.33PM Man rA Wood Fb Fb 4x6,Fully Braced Using Allowable Stiess Design with ASCE 7-'10 Load Species : Douglas Fir - Larch - Tension 900.0 psi Fc - Prll 1.350.0 psi Fv - Compr 900.0 psi Fc - Perp 625.0 psi Ft Combinations, Major Axis Bending Wood Grade : No.2 180.0 psi Ebend-xx 575.0 psi Eminbend - >cx 580 ,600.0 Apolied Loads Unif Load: D = 0.0150, S = 0.0250 k/ft, Trib= 3.0 ft Design Summarv Max fb/Fb Ratio = 0.080. t fb : Actual : 107.74 psi al Fb : Allowable : 1,345.50 psi Load Comb: +D+S Max tu/FvRatio = 0.053: 1 fu : Actual : 10.94 psi at Fv : Allowable : 207.00 psi Load Comb: +D+S Max Reactions (k) D t LI Left Support 0.07 Right Support 0.07 ksi ksi Density 31 210 pcf 4x6 3.250 fr Transient Downward 0.002 in Total Downward 0.004 in Ratio 9999 >360 Ratio 9998 >240 LC: S Only LC: +D+S Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: 1625ft inSpan#1 0.000 ft in Span # 1 ! 0.12 0.12 WEts Species : - Tension - Compr Wood Fb Fb 900.0 psi 900.0 psi Stiess Design rch Fc - Prll Fc - Perp with ASCE 7-10 Load Combinations, Major Axis Bending Wood Grade : No.2 1.350.0 psi Fv 180.0 psi Ebend- >c< 625.0 psi Ft 575.0 psi Eminbend - >x 1,600.0 ksi 580.0 ksi Apolied Loads Unif Load: D = 0.0150, S = 0.0250 kfft, Trib= 13.0 ft Desian Summary Max fb/Fb Ratio = fb : Actual : Fb :Allowable: Load Comb :+D+S Max fu/FvRatio = fu :Actual : Fv :Allowable : Load Comb : Max Reactions (k) +D+S (o1 327 798.42 345.50 U. psI psi 1 at 2.125 ft in Span # 1 Density 31 .21Opd Transient Downward 0.031 in Total Downward 0.049 in Ratio 1650>360 Ratio rc31 >24O LC: S Only LC: +D+S Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: 1 67 74 psi at 3.797 ft in Span # 1 207.00 psi D o.41 0.41 S 0.69 0.69 ttr WEH Left Support Right Support 4x6 4.250 ft 1.0 /14 Multiple Beam llYood Beam Design : Wood Eeam Design :Window C Calculations per HDS 2012, IBC 26'12,-CBC 2013, ASCE 7-i0 WoodChuck Engineering 1120 Arthur Street Eugene, Oregon97402 Office: 541-357-5532 www.WoodChuckEngineering. com Project Title: ADUEngineer: CCD Project lD: 19.048 Project Descr:445 26th St Printed. 19 FEB 2019, 2:33PM Window D Species : - Tension - Compr Wood Fb Fb Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Douglas Fir - Larch Wood Grade : No.2 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- lo< 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - rcr 1,600.0 ksi 580.0 ksi Density 31 .210 pd Apolied Loads Unif Load: D = 0,0150, S = 0.0250 k/ft, Trib= 3.0 ft Desion Summarv Max fb/Fb Ratio fb : Actual : Fb :Allowable : Load Comb : Max fu/FvRatio =fv : Actual : Fv :Allowable : Load Comb : Max Reactions (k) Left Support Right Support 0.107' t 143.45 psi at 1,345.50 psi +D+S 0.064: 1 1.875 ft in Span # 1 4x6 3.750 ft13.32 psl at 0.000 ft in Span # 1 207.00 psi +D+S D r.08 r.08 LLr S 0.14 0.14 WEH Transient Downward 0.004 in Total Downward 0.007 in Ratio 9999 >360 Ratio 6508 >240 LC: S Only LC: +P+5 Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: 0 0 Wood Fb Fb 4x6,Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Species : Douglas Fir - Larch - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv - Compr 900.0 psi Fc - Perp 625.0 psi Ft Combinations, Major Axis Bending Wood Grade : No.2 180.0 psi Ebend-p< 575.0 psi Eminbend - >cr .0580 ,600.0 Aoplied Loads Unif Load: D = 0,0150, S = 0.0250 klft, Trib= 3.0 ft Design Summarv Max fb/Fb Ratio = fb : Actual : Fb :Allowable : Load Comb : ksi ksi Density 31.210 pcf Transient Downward 0.002 in Total Downward 0.004 in Ratio 9999 >360 Ratio gg98 >240 LC: S Only LC: +D+S Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Max fu/FvRatio =fu :Actual : Fv :Allowable Load Comb : Max Reactions 0.080. 107.74 psi 1,345.50 psi +D+S $.053: '10.94 psi 207.00 psi +D+S t 1at '1 .625 ft in Span # 1 at 0.000 ft in Span # 1 LT WEH Lefi Support Right Support 0.07 007 (k) D S o.12 0.12 4xo 3.250 ft 1.L/14 Wood Beam Design.:'. Man door B WoodChuck Engineering 1120 Arthur Street Eugene, Oregon 97402 Office: 541-357-5532 www.Wood C h uckEn g ineerin g. com Project Title: ADUEngineer: CCD Project lD: 19.048 Project Descr:445 26th St Printed: 1g FEB2019, 2.33PM Wood Fb Species : - Tension Using Allowa Douglas Fir -Larch Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Grade : No.2 180.0 psi Ebend- >o< 575.0 psi Eminbend - >cx 900.0 psi 900.0 psi Fc - Prll Fc - Perp 1,350.0 psi Fv 625.0 psi Ft ksi ksi Density 31 .210 pcf 2.750 t1 Transient Downward 0.001 in Total Downward 0.002 in Ratio 9999 >360 Ratio 9999 >240 LC: S Only LC: +D+S Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: ,600 580 0 0Fb - Compr Applied Loads Unif Load: D = 0.0150, S = 0.0250 klft, Trib= 3.0 ft Desion Summary Max fb/Fb Ratio fb : Actual : Fb :Allowable : Load Comb : Max fu/FvRatio = fu : Actual : Fv :Allowable : Load Comb : Max Reactions (k) Left Support Right Support = 0.057: 1 77.14 Psi al 1,345.50 psi +D+S 0.042: 1 8.66 psi at 207.00 psi +D+S DLtI 0.06 0.06 1.375 ft in Span # 1 2.301 ft in Span #'l SWE 0.10 0.10 H 1.2/t4 rcr$mg e!q::: 1o-1:8.1?,.?2.:: Wood Beam Design,,:. Window E rc;l- Lrl'I I tr tr&li} : I dTT: PASSED System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD MEMBER REPORT Level, Floor: Joist 1 piece(s) 2 x 8 Douglas Fir-Larch No. 2 @ 16" OC Overall Leng:h: 24' i al ts* E x ffi 1?12 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. . Deflection criteria: LL (V€0) and TL (V240). . Top Erlge Bracing (Lu): Top compression edge must be braced at 13'9" o/c unless detailed othetrise. . Bottom Edge Bracing (Lu): Bottom compression edge must be brac€d at 7' 7" o/c unless detailed othemise. . A 15% increase in the moment capacity has been added to account br repetitive member usage. - Applicable calculations are based on NDS. . No composiE action between deck and joist was considered in analysis. are assumed to carry no above them and the tull load is to the member being designed. .esults lchral O Lcatidt Uld€d I.DF Member Reaction (lbs)1022 @ 12'2126 (3.s0")Passed (48olo)1.0D+1,0 1(All Spans) Shear (lbs)459 @ 12'9"1305 Passed (35o/o)1.00 1.0D+1.0 1(All Spans) Moment (Ft-lbs)-1205 @ 12'1360 Passed (89o/o)1.00 1.0D+1,0 1(All Spans) Live Load Defl. (in)0.214 @ s',9 1/2"0.295 Passed (U661)1.0D+1.0 1(AltSpans) Total Load Defl. (in)0.251 @ 5'8 5/16"0.590 Passed (V563)1.0 D + 1.0 1(Alt Spans) Tl-Pro" Rating N/A N/A 1 - Plate on conoete - HF &_;I 3.50'1.50"74 o $pportr ( *"r;l 286/-39 I 350/-39 Blcking 2 - Plate on cmcrete - HF 3.50',3.50'1.D6 236 786 1022 Blocking 3 - Plate on concrete - HF 3.50"1.50'74 2861-39 360/-39 Blocking 1- Unitum (PSF)0 to 24'16"12.0 40.0 Default LGd Floor joists on sleepers tYererhaeuser llots I and/or tesH in accordance with applicable ASTM standards. For current code evaluaton reports, Weyerhaeuser prcd[t literdture and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software OpeEtor A Q,*'o,**,**,r,*r* Chuck Du Fault Woodchuck Engineering (541) 3'/-5532 Chuck@WoodChuckEngineering.com Weyetr:euser 2l L9/2019 10:44:30 PM UTC ForteWEB v1.5, Engine: W .3.1.294, Dala: W .2.0.2 rite ttame1Y4.6+a Panel /1 ForteWEB Softurar€ Opsabr Notes t-- Supporls oead TotalAYdldeRequircd 3.50' Loads Locatoa {Sd€)Spairq Y(o.eo) Fbor LiYe l*-*-*(1.oo) -*# Yf**ffigrcFre!# rw lJ I WoodGhuck E Tn-i-il-a-r'il i-fr Footing Loads +45 26th St Springfi eld, Oregon 97 47 7 Ultimate Loads and Weights of Footings Bearing Capacity (Assumed) of Soil q = 1,500 Psf q= Q B*L Uniform Load Criteria: D L Strip Footing Eave perimeter Gable perimeter Stem Wall Heisht fin.l 8 in.8 in. Stem Wall Width [in.l 8 in.8 in. Qrooting 282 plf 282 plf 0 plf 0 plf 0 plf 0 plf 0 plf QFraming 747 plf 383 plf 0 plf 0 plf 0 plf 0 plf 0 plf Qrrt"t 1.,023 plf 665 plf 0 plf 0 plf 0 plf 0 plf 0 plf Qallowable 1,500 plf 1,500 plf 0 plf 0 plf 0 plf 0 plf 0 plf B Client Ellis Design Projecr 19,048 211.e/201,e L4/14 Floor DLI 72 psf Floor LLI 40 psf RoofDLI 17 psf RoofSLl 25 psf Wall DLI 72 psf 13.0 ft.3.0 ft. 4.0 ft.4.0 ft. 9.0 fr 9.0 ft. Width = B 12 in.72 in. Length = L 12 in.12 in. Depth= D 18 in.1B in. WoodChuck Engineering Trib. AreaRoor = | Trib, Areayr,n = | Trib. Areay,,,r11 = | ffi Alpha Plumbing and Rooter Service CCB# 221195 1090 Bailey Hill Rd Ste E Eugene, OR 97402 WORK ORDER: wo-l596 INVOICE Bill to: Attention: \Mlley, Thomas 429 Quarry Rd Springfield, OR97477 Roy, Thomas (541) s79-9488 lnvolce Dale: 041 12t2019 Slte: zl45 26th St 445 26rh St Springfield, OR 97477 Work done description; Went to city of Springfield to get info in job. Ran camera into main sewer line and located 4' pvc and where we can tie in. Forgresrbrs praase atl 511-22+2266 Alpha Plumbing & Rooter Service LLC cannot warranty parts and materials purchased by others. Drain cleaning issues are not under wananty unless written in work done description by technician. lnvoice to be paid in full upon completion of job unless othenrvise stated in contract or net 30 has been established. Item Description otv Rate Amount $ FC CA Fuel Charge Camera Line 1.00 1.00 5.00 160.00 5.00 160.00 Sub Total:165.00 Total Amount Due:165.00 m Alpha Plumbing and Rooter Service CCB#221195 1090 Bailey Hill Rd Ste E Eugene, OR 97402 WORK ORDER: wo-3337 INVOICE Bill to: Attention: llYork done description: Willey, Thomas 429 Quarry Rd Springfield, OR97477 Roy, Thomas (s41) s79-9488 lnvoice Dale: 0227 12020 SIte: 445 26th St 445 26th St Springlield, OR97477 This is a estimate to convert garage into an apartment. Home owner will be concrete cufting and excavation as well as supplying all fixtures. Alpha Plumbing will install new water seMce, run sewer line to existing and rough in and set finish new plumbing for bathroom, laundry room and kitchen. $6200.00 4in PVC line is in good shape to tie into 3rd bathroom Item Description atv Rate Amount $ Sub Total:0.00 0.00 Fo( quostions pleaso catl 541-22&2266 Alpha Plumbing & Rooter Service LLC cannot wananty parls and materials purchased by others. Drain cleaning issues are not under wananty unless written in work done descriplion by technician. lnvoice to be paid in full upon completion of job unless otherwise stated in contract or net 30 has been established. total Amount Due:l