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Permit Building 2020-01-31
SPRINGFIELD- OREGON Web Address: www.springfield-or.gov Building Permit Residential Structural Permit Number: 811-19-002872-STR IVR Number: 811029752285 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov Permit Issued: January 31, 2020 TYPE OF WORK Category of Construction: Single Family Dwelling Type of Work: Addition Submitted Job Value: $44,575.44 Description of Work: Addition for relocating Master bedroom and turning existing bedroom into exercise room - 364 sq ft 30B SITE INFORMATION Worksite Address Parcel Owner: SUTHERLAND FAMILY 1946 LOMOND AVE 1703251200800 TRUST Address: 1946 LOMOND AVE Springfield, OR 97477 SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone MOIR CONSTRUCTION COMPANY CCB 41570 541-343-4396 INC - Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Res Pending 1260 Framing Struct Res Pending 1020 Zoning/Setbacks Struct Res Pending 1110 Footing Struct Res Pending 1120 Foundation Struct Res Pending 1220 Underfloor Framing/Post and Beam Struct Res Pending 1410 Underfloor Insulation Struct Res Pending 1430 Insulation Wall Struct Res Pending 1440 Insulation Ceiling Struct Res Pending 1530 Exterior Shearwall Struct Res Pending SCHEDULING INSPECTIONS 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. 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 952-001-0010 through OAR 952-001-0090. 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 701.010 (Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 1/31/20 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-002872-STR Page 2 of 2 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: 811029752285 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store PERMIT FEES Fee Description Quantity Fee Amount Technology Fee $66.58 Plan Review - Minor, UGB $342.00 SDC: Improvement Cost - Storm Drainage 159.07 $159.07 SDC: Total Storm Administration Fee 13.43 $13.43 SDC: Reimbursement Cost - Storm Drainage 109.56 $109.56 Fire SDC - New Res Construction Sq Ft fee - enter sq ftg 364 $21.84 Structural building permit fee $599.70 Structural plan review fee $389.81 State of Oregon Surcharge - Bldg (12% of applicable fees) $71.96 Total Fees: $1,773.95 Printed on: 1/31/20 Page 2 of 2 C:\myReports/reports//production/01 STANDARD SPRINGFIELD r OREGON Transaction Receipt 811-19-002872-STR IVR Number: 811029752285 Receipt Number: 473699 Receipt Date: 1/31/20 www.spdngfield-or.gov Worksite address: 1946 LOMOND AVE, Springfield, OR 97477 Parcel: 1703251200800 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfieid-or.gov Printed: 1/31/20 1:39 pm Page 1 of 1 FIN_TransactionReceipt_pr Fees Paid Transaction Units Description Account code Fee amount Paid amount date 1/31/20 1.00 Ea Structural building permit fee 224-00000-425602-1030 $599.70 $599.70 1/31/20 1.00 Ea State of Oregon Surcharge - Bldg 821-00000-215004-0000 $71.96 $71.96 (12% of applicable fees) 1/31/20 109.56 Amount SDC: Reimbursement Cost - Storm 617-00000-448029-8800 $109.56 $109.56 Drainage 1/31/20 159.07 Amount SDC: Improvement Cost - Storm 617-00000-448028-8800 $159.07 $159.07 Drainage 1/31/20 13.43 Amount SDC: Total Storm Administration Fee 719-00000-426604-8800 $13.43 $13.43 1/31/20 1.00 Ea Plan Review- Minor, UGB 100-00000-425002-1039 $342.00 $342.00 1/31/20 1.00 Automatic Technology Fee 204-00000-425605-0000 $66.58 $66.58 1/31/20 364.00 SgFt Fire SDC - New Res Construction Sq 100-00000-424005-1091 $21.84 $21.84 Ft fee - enter sq ftg Payment Method: Credit card Payer: david moir Payment Amount: $1,384.14 authorization: 3858g Cashier: Katrina Anderson Receipt Total: $1,384.14 Printed: 1/31/20 1:39 pm Page 1 of 1 FIN_TransactionReceipt_pr Structural Permit Application 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 • FAX(541)726-3689 SPRIN GFIFLD DEPARTMENT USE ONLY Permit no.: a�s�v>r 19 —m 2 b ?2_ St Date: ,-1 1,7-7 1 oc=,t This permit is issued under OAR 918-460-0030. 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 final land -use approval. Signature: Date: This project has DEQ approval. Signature: Date: Zoning approval verified: ❑ Yes ❑ No Property is within flood plain: ❑ Yes ❑ No CATEGORY OF CONSTRUCTION ® Residential ❑ Government ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: 1946 Lomond Ave City: Springfield State: OR ZIF7477 Subdivision: Lot no.: Reference: Taxlot: 17-03-25-120-0800 PROPERTY OWNER Name: Bob and Michelle Sutherland Address: 1946 Lomond Ave City: Springfield State: OR ZIP:97477 Phone: 5415540740 Fax: E-mail: mnrsuth@msn.com Building O r or Owner'' agent authorizingapplication: Sign here: L✓ ❑ This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: Moir construction Inc. Address: 1390 Oak Drive City: Eugene State: OR ZIP: 97404 Phone: 54151OZ326 Fax: E-mail: Davidmoir9@gmail.com CCB license no.: 41570 Print name: vi Moir Signature: SUB -CONTRACTOR INFORMATION Name CCB License # Phone Electrical Eastside Electric 117770 5419159828 Plumbing Square feet: .aye Mechanical Other information: Last edited 5-5-2019 BJones FEE SCHEDULE 1. Valuation information (a) Job description: Approx. 14'5x26' master bedroom addition Occupancy Construction type: remodel Square feet: .aye Cost per square foot: Other information: Type of Heat: Ductless by others Energy Path: ❑ new ❑alteration © addition (b) Foundation -only permit? ❑ Yes ❑x No Total valuation: (ZZ,4fo X $ 2. Building fees (a) Permit fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per hour) $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Subtotal of fees 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 of fees above (3a and 3b): $ 4. Miscellaneous fees (a) Seismic fee, 1% (.01 x permit fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ DOTAL fees and surcharges (2e+3c+4a+b): $ �� dw �j A'1J 7— pi 5-44 JOURNAL OR JOB NUMBER NAME OR COMPANY: LOCATION: TAX LOT NUMBER: DEVELOPMENT TYPE: NEW DWELLING UNITS IMPERVIOUS AREA CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET 19-002872-STR BOB & MICHELLE SUTHERLAND 1946 LOMOND AVE 1703251200800 Residence l3UI DING SIZE (SF): 0 11 LOT SIZE (SF) 0 MAX 45% 1 Q 1 MAX 35%1 0 1. STORM DRAINAGE A. REIMBURSEMENT COST: DIRECT RUNOFF TO CITY STORM SYSTEM NUMBER OF FEVs x ICOSTPERFEU A. REIMBURSEMENT COST ADT TRIP RATE x AREA DRAINING TO x COST PER TRIP x NEW TRIP FACTOR IMPERVIOUS S.F. x B. IMPROVEMENT COST PER S.F. DRYWELL CHARGE 1.00 364.00 B. IMPROVEMENT COST: $0.301 = 0 $109.56 B. IMPROVEMENT COST COST PER TRI' x NEW TRIP FACTOR lCOSTPERFEU IMPERVIOUS S.F. x COST PER S.F. CHARGE $377.40 364.00 $0.437 = 0 r $159.07 ITEM 1 TOTAL - STORM DRAINAGE SDC $0.00 $268.63 = 2. SANITARY SEWER - CITY ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = $0.00 A. REIMBURSEMENT COST: NUMBER OF DFU's x COST PER DFU 0 $170.50 B. IMPROVEMENT COST: NUMBER OF DFU's x COST PER DFU 0 $83.99 ITEM 2 TOTAL - CITY SANITARY SEWER SDC = $0.00 1 $109.56 II 1 $159.07 II A O U w F = 1 $0.00 II 1091 = j $0.00 II 1092 3. TDANSPORTAI JON A. REIMBURSEMENT COST: A. REIMBURSEMENT COST: NUMBER OF FEVs x ICOSTPERFEU ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x NEW TRIP FACTOR = $0.00 B. IMPROVEMENT 9.57 0 19.86 1.00 = B. IMPROVEMENT COST: 0 ADT TRIP RATE x NUMBER OF UNIT$ x COST PER TRI' x NEW TRIP FACTOR lCOSTPERFEU 9.57 0 $377.40 1.00 = ITEM 3 TOTAL - TRANSPORTATION SDC = $0.00 $0.00 11 1093 $0.00 II 1094 4. SANITARY SEWER - MWMC A. REIMBURSEMENT COST: NUMBER OF FEVs x ICOSTPERFEU 0 1 $135.93 = $0.00 B. IMPROVEMENT COST: NUMBER OF FEU s x COST PER FEU 0 $1,620.85 = $0.00 C. COMPLIANCE COST: NUMBER OF FEU's lCOSTPERFEU 0 $22.82 = $0.00 MWMC CREDIT IF APPLICABLE (SEE REVERSE) _ $0.00 MWMC ADMINISTRATIVE FEE = SO.IH) ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = $0.00 SUBTOTAL (ADD ITEMS 1, 2, 3, & 4) - I $268.63 I 5. ADMINISTRATIVE FEE: SUBTOTAL x I ADM. FEE RATE = CHARGE $268.63 5% $13.44 TOTAL STORM ADMINISTRATION FEE $13.43 TOTAL SEWER ADMINISTRATION FEE: 0.00 TOTAL TRANSPORTATION ADMINISTRATION FEE: $0.00 TOTAL MWMC ADMINISTRATION FEE - LOCAL $0.00 TOTAL SDC CHARGES PREPARED BY Steven Petersen DATE $282.07 1055 1056 DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUIVALENT = DRAINAGE FIXTURE UNITS (NOTE: FOR REMODELS, CALCULATE ONLY THE NET ADDITIONAL FIXTURES) FIXTURE TYPE NO. OF FIXTURES DRAINAGE UNIT FIXTURE NEW OLD EQUIVALENT UNITS BATHTUB 0 0 3 = 0 DRINKING FOUNTAIN 0 0 1 = 0 FLOOR DRAIN 0 0 3 = 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC. 0 0 3 = 0 INTERCEPTORS FOR SAND / AUTO WASH / ETC. 0 0 6 = 0 LAUNDRY TUB 0 0 2 = 0 CLOTHESWASHER /MOP SINK 0 0 3 = 0 CLOTHESWASHER - 3 OR MORE (EA) 0 0 6 = 0 MOBILE HOME PARK TRAP � 1 PER TRAILER 0 0 12 = 0 RECEPTOR FOR REFRIG / WATER STATION / ETC. 0 0 1 = 0 RECEPTOR FOR COM. SINK / DISHWASHER / ETC. 0 0 3 = 0 SHOWER, SINGLE STALL 0 0 2 = 0 SHOWER, GANG (NUMBER OF HEADS] 0 0 2 = 0 SINK: COMMERCIAL/RESIDENTIAL KITCHEN 0 0 3 = 0 SINK: COMMERCIAL BAR 0 0 2 = 0 SINK: WASH BASIN/DOUBLE LAVATORY 0 0 2 = 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 0 0 1 = 0 URINAL, STALL / WALL 0 0 5 = 0 TOILET, PUBLIC INSTALLATION 0 0 6 = 0 TOILET, PRIVATE INSTALLATION 0 0 3 = 0 MISCELLANEOUS DFU TYPE NUMBER OF EDU'S 20 = TOTAL DRAINAGE FIXTURE UNITS *EDU (Equivalent Dwelling Unit) is a discharge equivalent to a single family dwelling unit (20 DFU's) set at 167 gallons per day 0 0 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE YEAR ANNEXED CREDIT RATE/$1,000 ASSESSED VALUE $5.29 $5.29 $5.19 $5.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 $1.59 $1.45 $1.25 $1.09 $0.92 $0.72 $0.48 $0.28 $0.09 $0.05 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter 1 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 i VALUE / 1000 CREDIT RATE $0.00 x $5.29 = CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE / 1000 CREDIT RATE $0.00 x $5.29 = TOTAL MWMC CREDIT = 2 2 1979 $0.00 0 $0.00 BEFORE 1979 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 SPRINGFIELD �I .OREGON Transaction Receipt 811-19-002872-STR IVR Number: 811029752285 Receipt Number: 473393 Receipt Date: 12/27/19 www.springfiield-or.gov Worksite address: 1946 LOMOND AVE, Springfield, OR 97477 Parcel: 1703251200800 Transaction Units date 12/27/19 1.00 Ea Description Structural plan review fee Fees Paid Accountcode 224-00000-425602-1030 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@spr'ingfield-or.gov Fee amount Paid amount $389.81 $389.81 Payment Method: Credit card Payer: David Moir Payment Amount: $389.81 authorization: 20162G Cashier: Thayne Smith Receipt Total: $389.81 Printed: 12/27/19 2:19 pm Page 1 of 1 FIN_TransactionReceipt_pr S _ HS': 'zpi6B76 ps?ring: _ ... .. —_.—d 1 S..h... �Po<Nerls•armkrng News up. , IN Mnpw.g >< Ay' 4.aP trroy+netia Nrt tiac wfmlta idd ag rUM.,r�AttelaANamafiana i aml&rgl'ode aivirion: BuHd..' l ■Wld'mgCodes D'ivW—:aurM..., t Buildrg Ce�sbmsian-BurW {®pregonSonemry d5tateAdm.l Re Edd Yew F—rit. TM, Help c ert M a S ri n PAQ User Guida RLID Lane County A&T SIDO AS -Built Standard Maps Oblique Imagery 1946 LOMOND AVE X g - ',..tihow search results for 1946 L... 0 oyer List P ❑ 10 Ft Contours 10 2 Ft Contours h ® Parks/Open Space h ® Wells �® Soils Soils R © Hydric Soils �® Flood Hazard Flood Way - 6/2/09 > ® Floodplain Zone A 500 year flood (0.2% Chance) t® Wetland/Resource Areas Landslide Hazard LUSTS Survey Boundaries Deeds Easements ImpAgreements ® Plats Ne PtzcP>y�tL't�P is o..i SrPTn L 6N Y UE'Tz�cr` �vs-o CHAS }.�I.�NT w/ TH GOL! NTY .Ab�R11ESS� S PETERSEN Steven y--z _mss=®� From: HUNT Charles R <charles.hunt@lanecountyor.gov> Sent: Monday, December 30, 2019 2:57 PM To: PETERSEN Steven Subject: FW: Addition to a dwelling at 1946 Lomond Ave From: HUNT Charles R Sent: Monday, December 30, 2019 2:56 PM To: 'spetersen@sprinfield-or.gov' Subject: Addition to a dwelling at 1946 Lomond Ave After reviewing the site plan that David Moir has created there will be nothing required from the County. An authorization is required when you are adding a positive # of bedrooms. In this case they are converting a bedroom to an exercise room and the addition is a Master bedroom. The addition meets the setbacks 5' to the septic tank and 10' to the drain field. I signed the site plan that David had provided. Parcel 17-03-25-12-00800 Charlie Hunt Permit Technician Charles.hunt(c-)co.lane.or.us 541-682-6974 ADDRESS: 04G L�rt a t�n bug- MAP & TAXLOT : _ OS - _ Plan Review Checklist PERMIT#: lcn_ 00287-2-- s� Enter data into project log Check address on plans is correct Check to see if LDAP has been issued. LDAP Permit # Read all comments from other work groups to see if anything needs to be considered during structural review. Check Setbacks on Site Plan Check RLID to make sure taxlot matches what is shown on drawings, that topography lines are on the plans and that owner info matches Check to see if lot is sloped or at If sloped, will back deck meet setbacks If a new home is being built at Mountaingate 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 If property is on septic, check for proper setbacks from building to tank, distribution box, and leach field 6m L=Tz sem_ t"W-rbec, W -V Ny,4? Make sure that property is not in Flood Hazard A affected property according to Mapspring (if it is we need 3 engineers surveys)*'' L-Ar`wC1=um-C'e Check that everything required to be engineered has engineering and that the stamp is current 1=I Check the truss package and make sure it matches the plans (qty of trusses, type, attachements) - If the numbering doesn't a *match but the uplift and reactions look correct it is OK. Falls under field verify *Make sure that if there is HVAC equipment in the attic, the trusses were designed to support it Check overhang to make certain they don't project farther than allowed for fire separation _ft . _ winches 1-1 w.X At1 e iff9 1 If rafter framing, check spans '"r d'o'.. Q-doav- pa;ml-ki-r If trusses or rafters are 2/12 or 3/12 pitch, make sure that "duel layers of underlayment required" note gets on plans. Less than 2/12 { needs to be a membrane roof. Check to see if anything over 4000lbs is bearing down on strip footings. If so this needs to be enlarged. Check Hold Downs, highlight hold downs for the inspector Check Foundation Venting A -M .c.%A%ev> pe4o-s— A1 �� � � � 5+ -t1o� T1 -O95 , f - Check for propane tanks; look for 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 of the cut and the uphill cut. is Check header sizes '? Check footing sizes L- Make sure that if rebar is used that it has minimum cover depths. wwr awaibm► otaz • Fttct�o vom4lol Check energy code requirements. Additional energy measure selections : Envelphasement�;- *Make sure that insulation called out meets the energy code and if not make note of the required R value. APIN-IT1o1V T4gL1o. N 1101 .3 OP't'�dN *On additions/remodels where existing conditions come into play, 5eVcdd' 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) rac."SS pc+ov%.- -to Check to see if there is a living area above the garage, if so, make note of V84' type X gyp board'fire separation requirement. Check for mechanical equipment protection (bollards) in the garage If DETACHED garage is being built less than 3ft to existing structure it needs to have 1/2 gyp board on the interior walls If 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 bracing Check minimum room size Make sure that minimum bathroom fixture distances are met Check to make sure stairs meet code Check roofing material (composition shingles, Spanish tile, metal, etc.) Check for attic access and underfloor access on plans Check beam sizes Read over all the general notes to make certain that nothing was missed and there are no conflicts IF 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. sewt) - .. . �- Include standard attachments Exterior Wall Envelope Self -Certification Form Not required for unheated detached structures) Moisture Content Acknowledgement Form High -Efficiency Lighting Svstems Oregon Residential Svecialty Code (ORSC) Noise Ordinance Notice Smoke Alarm Ventilation Requirements for Kitchens and Bathrooms Green Approved Plans Cover Sheet (Found under "Cover" in file cabinet) a 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 N1101.1(2) into Accela Signed electrical application received STtZ V:-iacLh,T Alc: r- ac4` POOPOM&p --r/-rKIs 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 SMITH Thayne From: LARSON Andrew Sent: Tuesday, January 28, 2020 1:22 PM To: SMITH Thayne Subject: RE: 1946 Lomond Avenue Copy that, I have no concerns. Andrew Larson City Planner City of Springfield (541)736-1003 SP�dCFt�td�6O Di��GDM serinefield-or.eovv 00000 Please contact me if any material in this email is not accessible to you. I'll do my best to provide it in another format. For more information please see the City's accessibility page: http://www.sprinefield-or.gov/accessibility.htmi From: SMITH Thayne Sent: Tuesday, January 28, 2020 12:41 PM To: LARSON Andrew Subject: FW: 1946 Lomond Avenue Here is that revision for the job at 1946 Lomond Ave. From: DAVID MOIR [mailto:davidmoir9Ce7gmail.com] Sent: Tuesday, January 28, 2020 12:16 PM To: SMITH Thayne Subject: Re: 1946 Lomond Avenue Energy measurement #1 for small additions. Here is a revised drawing showing the exercise room door.... On Tue, Jan 28, 2020 at 11:03 AM SMITH Thayne <tsmithCaisnrinefield-or.gov> wrote: Good morning David, I am reviewing the plans for the addition at 1946 Lomond Avenue. I need to know which additional energy measure you ae proposing and the floor plan makes it look like the floor plan represents that the bedroom, and the closet and the exercise room are separated from the existing home by walls. Is this correct? If not, please provide a revised floor plan showing where the access is to the rest of the home. Thank you, WE 11, JJ m" JJ JJJJJ JJJ Ep1 a Xta E-1�cat m 11mr? CITY OF SPRINGFIELD 225, 5TH STREET SPRINGFIELD, OR 97477 TSMITH@SPRINGFIELD-OR.GOV P - 541-726-3783 F - 541-726.3689 TSF Engineering Re: J 1052654 Moir Construction Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Eugene). Pages or sheets covered by this seal: I13126523 My license renewal date for the state of Oregon is P0Of�f�i �4�GIkFF 11822?E 9 thraI13126526 December 31, 2020. ORE" 71,6!82 R January 6,2020 Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. 3-0-0 'Truss Type Common Supported Gable 12-1-0 12.1.0 4.63 12 Construction I IJob Reference (optional), 8.330 s Dec 5 2019 Mi Tek Industries, Inc. Fri Jan 3 14:53:43 2020 Page 1 ID: HJ NSh2YwkkZ9n W MVxNwTAvzz2xg-bws5gp39pXzH8GckCAcRrOAT4HdcZ20QVAdMp9zz1 Qc 25-2-0 27-2-0 13-1-0 2-0-0 4x4 — 12 Scale: 114"=1' 38 37 36 35 34 33 32 3130 29 28 27 26 25 24 23 22 3x8 11 3x6 = 25-2-0 25-2-0 I+ Plate Offsets (X,Y)— I38:0-4-2,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) 0.01 21 n/r 120 MT20 220/195 (Roof Snow --25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) 0.01 21 n/r 90 TCDL 8.0BCLL Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 20 n/a n/a 7,0 Code IRC2015/TPI2014 Matrix -SH Weight: 138 lb FT = 20% BCDL LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 OF No.2 WEBS 2x4 OF Stud BOT CHORD OTHERS 2x4 DF Stud REACTIONS. All bearings 25-2-0. (lb) - Max Horz 38=-77(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 31, 32, 33, 34, 35, 36, 28, 27, 26, 25, 24, 23, 22, 20 except 38=-137(LC 6), 37=-139(LC 16) Max Grav All reactions 250 Ib or less atjoint(s) 29, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22 except 38=392(LC 17), 20=283(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-348/137 Structural wood sheathing directly applied or 10-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind Icads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 31, 32, 33, 34, 35, 36, 28, 27, 26, 25, 24, 23, 22, 20 except Qt=1b) 38=137, 37=139. RENEWS: 12131/20 January 6,2020 A WARNING - Iiis4deslgn parameters and READ NOTES ON THISAND INCLUDED MITEKREFERENCE PAGE MII-7473 BEFORE USE. J Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSl1TPl1 Quality criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Oncfdo Drive, Madison, WI 53719. #hC ✓L +�USS'CO. INC. J1052654 IA02 ICommon 3 + 1 _ _ 1 _ Job Reference �.ontionaly The Truss Co., Eugene, OR 97402 8.320 s Sep 212019 MiTek Industries, Inc. Mon Jan 6 08:59:05 2020 Page i ID:HJNSh2YwkkZ9n WMVxNwTAvzz2xg-KM LRcnbfEzVxdNk45PgmLQNOKREY30JEDKU7AWzy5aa -3-0-05-10-11 6�2712-1-0 18-3-5 1810- 0 25-2-0 _ 27-2-0 r 3-0-0 5-10-11 0.0 5-10-12 6-2-5 L1-7 6-3.6 2-0-0 Scale: 114"=1' 4.63 12 4x6 = 6 3x8 % 3x6 1.5x4 \\ 21 5 7 22 1.5x4 4 6-I 3x5 �� - `•., % �� . 2 3 a_1 – — 9 � 101. _ o 13 12 11 3x4 = 3x6 = 3x4 = 3x5 = 5x8 LUMBER - 7-11-8 TOP CHORD 88.0 BOT CHORD 7-11-8 WEBS 0-6.8 Plate Offsets.CK,Y]– 2:0 4-6,0-0-5jdU-0-7,Edgej REACTIONS. (Ib/size) 2=1211/0-5-8 (min. 0-1-8),9=1132/0-5-8 (min. 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 BCDL 8.0 Rep Stress Incr YES WB 0.24 BCDL 0.0 Code IRC2015ITP12014 Matrix -MSH BCDL 7.0 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud SLIDER Left 2x4 DF Stud - 1-6-0 REACTIONS. (Ib/size) 2=1211/0-5-8 (min. 0-1-8),9=1132/0-5-8 (min. 0-1-8) Max Harz 2=85(LC 14) Max Uplift 2=-211(LC 6), 9=-180(LC 7) 15-8-1 16-2-6 25-2-0 7-2-1 0-6-7 8-11-8 DEFL. in (Icc) I/deft L/d PLATES GRIP Vert(LL) -0.16 11-13 >999 360 MT20 2201195 Vert(CT) -0.27 11-13 >999 240 Horz(CT) 0.05 9 nla n/a Weight: 106 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/312, 3-4=-1816/235, 4-21=-1617/189, 5-21=-1 57611 92, 5-6=-1546/208, 6-7=-1738/250, 7-22=-1778/234, 8-22=-18191230, 8-9=-2104/287 BOT CHORD 2-13=-216/1623, 12-13=-80/1217, 11-12=-80/1217, 9-11=-191/1906 WEBS 4-13=-371/157, 6-13=-59/440, 6-11 =-I 001712, 8-11=-531/188 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 Ib uplift at joint 2 and 180 Ib uplift at joint 9. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. LOAD CASE(S) Standard RENEWS: 12131/20 January 6,2020 A WAP"""" ", "'"" -`.._ 1 and READ NOTES ON rH/S "."" , I "I -I RENCE PAGE M11-7473 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown _ Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVfPll Quality Criteria, DSB-89 and BOSH Building Component •L, �f� Safety Information available from Truss Plate Institute, 583 D'Onafrio Drive, Madison, WI 53719. ll ie i RUSSCO. INC. [Job Truss Truss Type 1052654 A03 Common The Truss Company (Eugene), Eugene, OR - 97402, m �r I 2-0-0 r110-11 6.2-5 4.63 712- 3X6 1.5x4 \\ 4 19 12 11 113126525 8.330 s Dec 5 2019 MiTek Industries, Inc. Fri Jan 3 14:53:45 2020 Page 1 ID:HJNSh2YwkkZ9nWMVxNwTAvzz2xg-XJzrFV4PL8D?NZm7KbfvxpFpk4BwlwOjzU7Su1zzlQa 19-3-5 26-2-0 28-2-0 6-2-5 6-10-11 2-0-0 Scale: 114"=1' 4x5 11 3x6 6 20 1.5x4 7 3x4 = 3x8 = 3x4 — 3x5 = 8-11-8 17-2-8 8.11.8 8-3-1 Plate Offsets iX,Y)-- [2:0-0-7,Edgej, r5:0 -2-12,0-2-0I, r8:0-0-7,Edge] LOADING (psf) TCLL 25.0 (Roof Snow --25.0) Lumber DOL TCDL 8.0 BCLL 0.0 ' BCDL 7.0 LUMBER - -0.26 12-15 TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 REACTIONS. (Ib/size) 2=1179/0-5-8, 8=1179/0-5-8 Max Horz 2=83(LC 10) Max Uplift 2=-184(LC 6), 8=-184(LC 7) CSI. DEFL. in (loc) I/defl Lid TC 0.65 Vert(LL) -0.13 12-15 >999 360 BC 0.58 Vert(CT) -0.26 12-15 >999 240 WB 0.23 Horz(CT) 0.06 8 n/a nla Matrix -MSH FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2226/294, 3-5=-19391257, 5-7=-1939/258, 7-8=-22261295 BOT CHORD 2-12=-280/2021,10-12=-9811340, 8-10=-198/2021 WEBS 5-10=-100/699, 7-10=-5361188, 5-112=100/699,3-112=-536/188 26-2-0 8-11-8 3x5 = PLATES GRIP MT20 220/195 Weight: 106 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (Flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=184,8=184. RENEWS: 12/31/20 January 6,2020 A WARNING - ✓ nfydeslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillityof the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabdcation, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCS11 Building Component y1� w��f Safety Intormation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. the i R,US ;CO. INC. ob Truss Truss Type Qty jPlyMoir Construction 113126526 1052654 A04 Common 1 1 Job Reference (optionaD_. The Truss Company (Eugene), Eugene, OR - 97402, 8.330 s Dec 5 2019 MiTek Industries, Inc. Fri Jan 3 14:53:46 2020 Page 1 I D: HJ NSh2YwkkZ9n WMVxNwTAvzz2xg-OVXDTr526SLs?j KJtIA8T0o3yUY5mNasBBsOQUzz1 QZ -2-0-0 6-10-11 13-1-0 19-3-5 _ 26-2-0 28-2-0 2-0-0 6-10-11 6-2-5 6-2-5 6.10-11 2-0-0 Scale =1:49.1 7x10 MT18HS 11 4.63 12 5x5 \\ 5 6 1,nn 4x8 = 3x4 = 3x6 = 3x4 = 4x8 = { 8-11-8 _ _ , 17-2-8 26-2-0 _ 8-11-8 8-3-1 _ 8-11-8 Plate Offsets SX,Y)— [2:0-3-0,0-1-13j, [3:0-3-10,0-1-12], (5:0-1-12,0-2-0],16:0 .8,0 -0 -81, [B:0 -3 -10,0 -1 -12j,19:0 -3-0,0-1-13j LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) 1/deft Lld TOLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.09 11 >999 360 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.18 11-13 >999 240 Rep Stress Incr YES WB 0.24 Horz(CT) 0.06 9 n/a n/a Code IRC20151TPI2014 Matrix -MSH REACTIONS. (Ib/size) 2=1175/0-5-8.9=1175/0-5-8 Max Horz 2=80(LC 10) Max Uplift 2=-189(LC 6), 9=-189(LC 7) PLATES GRIP MT20 220/195 MT18HS 220/195 Weight: 140 Ib FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2171/284,3-5=-11932/255, 5-6=-1265/207, 6-8=-19331251, 8-9=-2184/285 BOT CHORD 2-13=-27011999,11-13=-10011343, 9-11=-191/2013 WEBS 6-11=-971705, 8-11=-5541181,5-13=-97/696, 3-13=-517/178 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation r,uide. NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category ll; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x5 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) . 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=189, 9=189. )i RENEWS: 12131120 January 6,2020 A WAHMING - Uerrfy design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding AA fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITP11 Quality Criteria, DSB-89 and BCSI1 Building Component �L, ws� Safety Information available from Truss Flate Institute, 583 D'Onofrio Drive, Madison, WI 53719. the i iiUSSCO. INC. Symbols PLATE LOCATION AND ORIENTATION 1 3/4" 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. 0-y1s" For 4 x 2 orientation, locate plates 0- tiid' 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 The first dimension is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSIITP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. tY O 2 U IL O Numbering System 6-4-8 dimensions shown In ft -In -sixteenths (Drawings not to scale) 2 3 TOP CHORDS C •7 C2-3 c�� 4 WEBS � � 3 N �p6 V C7-8 C8-7 C5-6 LiU I I UM CHOHDS 8 7 6 Iul► General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O4. Provide copies of this truss design to the building = designer, erection supervisor, property owner and O all other interested parties. CL O 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each 5 joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ER -5243, 96046, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER -3907, 9432A © 2006 MiTek@ All Rights Reserved theTRUSS.o. INC. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with Fre retardant, preservative 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 requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. 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. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. AA theTRUSSco. & BUILDING SUPPLY INC. Eugene Branch 29336 Airport Road Eugene OR 97402 Phone: (541) 688-8671 FAX: (541) 688-0412 PRODUCT PROPOSAL AND PURCHASE AGREEMENT PROPOSAL SUBMITTED TO: Job tt Date J1052654 1/7/2020 Moir Construction Job Name: Bob & Michelle Sutherland Remodel Street: Street: 1390 Oak Dr 1946 Lomond Ave City: ST., ZIP: City: ST.., Eugene OR 97404 Springifield OR Phone: Fax: (5411343-4396 We are pleased to quote the Metal -Connected Wood Trusses for the above project. No jobsite assembly or erection is included. The Truss Company's standard 9esign and manufacturing specifications apply unless otherwise noted. Prices are based on information available on the above date. A. LOADING: 25 - 8 - 0 - 7 B. Lumber is Dry, 19% or less moisture content at time of manufacture. C. F.O.B Jobsite Plateline* in bundles, within the limits of our equipment. **PLATE LINE DELIVERY REQUIREMENTS. Street access to site; Plate can be safely reached with boom; Contractor aids driver; Contractor assumes full responsibility should the truck get stuck or break concrete *Additional crane time must be pre -scheduled and will be billed out at $300/hr. D. Shop Drawings and Engineering will be provided after receipt of signed Product Proposal and Purchase Agreement E. Allow at least 10 working days for manufacturing after receipt of approved drawings F. Hardware included with trusses listed below (6) - 2x4 Slotted Vents (8) - 2x4 Solid Blocks (16) - FMTLOK06 TOTAL: $1,189.00 Plus applicable sales tag IIRCHASER: We hereby propose to furnish labor and materials --complete in accordance with the above specifications, for the sum of- $1,189.00 lith payment to be made as follows: Terms: 2% 10th, Net 11 All material is to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alterations or deviations from the bove specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the above estimate. OTES: *This proposal contingent upon approval of credit. Back charges are not allowed without prior written approval by The Truss Company. *This proposal may be withdrawn by us if not accepted within 5 days and delivered within 15 days. ACCEPTANCE OF PROPOSAL 'The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work specified. Payment will be made as outlined above. I agree your liability on this order is limited to the amount paid to you and that there shall be no liability or claims made by me for incidental, consequential or delay damage claims of any kind. In the event of any delinquency in my account, I authorize you to charge me 1-1/2% (18% annual rate) per month on any delinquent account balance together with any attorney fees, costs and expenses incurred by The Truss Company in collecting on any account I owe to you. the TRUSSCO Inc. PURCHASER By: 13y: Title: Salesman Date: 1/7/2020 Title: Date: 1(7/2020 11:57:10 AM Katie Wallace - KE7302 1 of 3 Roof Trusses QTY DIAGRAM PLY PITCH (Shipping) BaseSoan OVERHANG CANTILEVER STUB LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT o Moir Construction ESTIMATE L 1390 Oak Dr A01GE 5-04-08 25-02-00 2 x 4 3-00-00 Eugene OR 97404 (6-01-08) 0 Job #: J1052654 3 111eTRUSSco. s Bob & Michelle Sutherland Remodel 25-02-00 2 x 4 Sch. Del Date: 2-00-00 & BUILDING SUPPLY INC. " T 1946 Lomond Ave Springfield OR 97477 29336 Airport Road Cust. Acct #: MOIR100 Phone: Eugene OR 97402 i 5411 88-8 71 F : o 4.63112 Category: 9 ry' Residential Job Name: Moir Construction 2-00-00 2-00-00 Product: Roof Model Name: Name: Estimator i Model #: 1 Phone: A04 Sales Rep: Steve Florence 2 x 4 Subdiv: 2-00-00 P.O. #: Cust Ref #- Email: �-Otes: Roof Trusses QTY DIAGRAM PLY PITCH (Shipping) BaseSoan OVERHANG CANTILEVER STUB LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 8 (Trusses) 4 (Designs) Max Height 6-01-08 205.33 LIF 482.67 (BIF) 1/7/202011:57:12 AM Katie Wallace - KE7302 2 of 3 (6-01-08) 1 4.63/12 A01GE 5-04-08 25-02-00 2 x 4 3-00-00 2-00-00 (6-01-08) 3 4.63/12 A02 5-04-08 25-02-00 2 x 4 3-00-00 2-00-00 (6-01-08) 3 4.63112 A03 5-04-08 26-02-00 2 x 4 2-00-00 2-00-00 (6-01-08) 1 4.63/12 A04 5-04-08 26-02-00 2 x 4 2-00-00 2-00-00 8 (Trusses) 4 (Designs) Max Height 6-01-08 205.33 LIF 482.67 (BIF) 1/7/202011:57:12 AM Katie Wallace - KE7302 2 of 3 Misc. Items QTY TYPE SIZEIDESCRIPTION LENGTH 6 Blocks 8 Blocks 16 Fastener 2x4 Slotted Vents 2x4 Solid Blocks FMTLOK06 LABEL 2x4 Slotted Vents 2x4 Solid Blocks FMTLOK06 11712020 11:57:12 AM Katie Wallace - KE7302 3 of 3 o Moir Construction ESTIMATE p 1390 Oak Dr Eugene OR 97404 T Job #: J1052654 0 ffieTRUSSCO. Bob & Michelle Sutherland Remodel SCh. Del Date: &BUILDING SUPPLY INC. H 11946 r Lomond Ave Springfield OR 97477 29336 Airport Road Cust. Acct #: NIOIR100 Eugene OR 97402 o Category: Residential Phgne- �54jl 688-8671 FAX: [5411 688-0412 Job Name: Moir Construction Product: Roof Model Name: Name: Estimator Model #: Phone: Sales Rep: Steve Florence Subdiv: P.O. #: Cust Ref #: Email: otes: Misc. Items QTY TYPE SIZEIDESCRIPTION LENGTH 6 Blocks 8 Blocks 16 Fastener 2x4 Slotted Vents 2x4 Solid Blocks FMTLOK06 LABEL 2x4 Slotted Vents 2x4 Solid Blocks FMTLOK06 11712020 11:57:12 AM Katie Wallace - KE7302 3 of 3 PETERSEN Steven From: HUNT Charles R <charles.hunt@lanecountyor.gov> Sent: Monday, December 30, 2019 2:57 PM To: PETERSEN Steven Subject: FW: Addition to a dwelling at 1946 Lomond Ave From: HUNT Charles R Sent: Monday, December 30, 2019 2:56 PM To: 'spetersen@sprinfield-or.gov' Subject: Addition to a dwelling at 1946 Lomond Ave After reviewing the site plan that David Moir has created there will be nothing required from the County. An authorization is required when you are adding a positive # of bedrooms. In this case they are converting a bedroom to an exercise room and the addition is a Master bedroom. The addition meets the setbacks 5' to the septic tank and 10' to the drain field. I signed the site plan that David had provided. Parcel 17-03-25-12-00800 Charlie Hunt Permit Technician Charles.hunt@co.lane.or.us 541-682-6974 ?DATE REC:EWEDl 2-27-19 joBNO.19-002872-STR ZONE LDR OCCUPANCYGROUP R3 UNIT OCCUPANCY LOAD 'MRIES 1 TYPECONSTRUMON LEGAL DESCRIPTION 17 0 3 2 512 0 0 8 0 0 ADDRESS 19 4 6 LOMOND ST OWNER BOB & MICHELLE SUTHERLAND THE CONTENTS HERS ONHAVE BEEN REVIEWED, W rM ALTERATIONS NOTED ONTHE PLAYS OR BY ATTACHMENT CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGSORPRO]ECTAFI'ER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. CITY OF SPRINGFIELD, OREGON APPROVED BY DATE NOTICE: This permit shall expire if the work authorized under this permit is not commenced or is abandoned for any 180 day period. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is (800)332-2344. Oo encroachment allowed within the 7' Public Utility Easement including, but not limited to, eaves and overhangs. MINIMUM SETBACKS — INTERIOR LOTS All measurements are from Property lines -Front Yard to House 10 feet -Front Yard to Garage 18 feet -Side Yard to House or Garage 5 feet �,- -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS } 4- C u+ W 1S. � rtirrao,�crarce� 1-7 REV/EWED FOR COA OE COMPL 1ASCE ti. aAy puouao-Y 8 0000.. 1 W.tb -tea 5' RE�`t RED SE't6Acyc A...,fl 0000 • "Al' �'r g6 c l os�'t2 '-c'E-1ss.�t 3' To • • • • PRe���'TT L_�.�1E. , A PP�A25 TO rte Z� �cM A�LGt...P�P 3 r ■ 5 L%1 O d- �� r < N 1l1 13 In rZ J �r O CLTom" Lic, NV - •0••• ••.•. 0000•• 0000.. n E O Qj 9 sino .d' E ERIE M 0000 d - V � C � t� T 40 � O p �o 000L, few r_ O 0 V n 10 13116" "" • •••••• • Z!' �3, •• •• 5'-11 111 b" • • • • 0000.. 1 W.tb -tea 5' RE�`t RED SE't6Acyc A...,fl 0000 • "Al' �'r g6 c l os�'t2 '-c'E-1ss.�t 3' To • • • • PRe���'TT L_�.�1E. , A PP�A25 TO rte Z� �cM A�LGt...P�P 3 r ■ 5 L%1 O d- �� r < N 1l1 13 In rZ J �r O CLTom" Lic, NV - •0••• ••.•. 0000•• 0000.. n E O Qj 9 sino .d' E ERIE M 0000 d - V � C � t� T 40 � O p �o 000L, few Area of 8" drop for coffered ceiling: frame 2x8 24" O -C, N 1 Proposed floor plan 1/411= 1 1 14'-5 11/16"-- -- - y 10'-1 1/8" 6-11 1 /4" RIP BP 111.7t CL05ET 1'-1" X -1 1" MASTER BORM ` 13'-6" X 1-71-211 1' ABP 303085 3030L5 ASP 2'-s" 3' 2'-a" 14' 1'-5 11/1691 existing JI.L.\ 1 401401 EXERC15E ROOM 11'-11" X 12'-5" g d sa Z �a S� Sr -t t�� .�.—a►l2P'� 4112110H 4112110 SA u� *'1a uosso�E A.L.o►rzr, Moir Construction Inc. ot1t Gt:'.: .: .::.: For re odel at:BobanMichelle 5u�ier n 1390 Oak Drive j avid ®jr; �.; �.; �.� 1946 omond Ave 1946 Lomond Ave Eugene, Oregon 91404 Cell: 5415107326 5prin field, Oregon Springfield, Oregon CCB#41510 Dav4moirq@gmail.com @gmail.com 9747._ 9147 -q 1415540740 4, _ .. _ 3030R5 3030R5 2'-811 31 21_nll �1 /�1_(�11 14' 51165 4014PH Gloset to be filled i m � 0000• 0000 0000• • • 0000.• ••�••• 0666•• •• • • a • :so: • • • •• • • 00.60• • • • 0660 • • 0000 0000•• 00 ease ��v tS 1co p0.Aw� N s� ' �E a? �Y � • 6000 �MA►1±— �� D4.y1 �••��l'i..0�" :ease: •000 Zm ease 0 651-6 ill b" Foundation/ floor framing plan — — — — — — 2017 ORSC R408.1- UNDER FLOOR VENTILATION: ='.::r. '' `'' ' �' J '.' I 1/4"=1' The minimum net area of ventilation openings shall not be PROVIDE UNDERFLOOR ACCESS PER less than I sq ft for each 150 sq ft of under -floor space area. Can be reduced to 1 sq ft for every 1500 sq ft of under -floor R408.4. OPENING SIZE THROUGH THE space where the ground surface is covered by a class I vapor THE FLOOR SHALL BE A MINIMUM OF retarder w/joints lapped 12" at seams and extending up the 18"X 24" AND A MINIMUM OF 16"x 24" foundation walls 12". The required ventilation shall be placed THROUGH AN EXTERIOR FOUNDATION so as to provide cross ventilation of the space. One such FOUNDATION WALL. R, �4s: ventilation opening shall be within 3 ft of each corner of the r_ W 40 buiding V 0 ° r I —> < -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — u- v- d) � R5 }J 131-11 11/16" - 11;