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HomeMy WebLinkAboutPermit Building 2019-09-03SPRINGFIELD I 7-1 .- ,OREGON Web Address: www.springfield-or.gov Building Permit Residential 1 & 2 Fam Dwelling (New Only) Permit Number: 811-19-001737-DWL IVR Number: 811096765946 Permit Issued: September 03, 2019 TYPE OF WORK Category of Construction: Single Family Dwelling Submitted Job Value: $96,008.64 Type of Work: New City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov Description of Work: ADU - Attached ADU Single Family Residence (attached to house & replacing 2nd house that was removed 30B SITE INFORMATION Worksite Address Parcel Owner: OLGUIN TIMOTHY S & 436 4TH ST Springfield, OR 97477 Business Name PAUL H REA - Primary 1703352409900 BETTY GORACKE Address: 407 C ST SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION License License Number Phone CCB 127173 541-554-1352 PENDING 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: 9/3/19 Page 1 of 3 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-001737-DWL Page 2 of 3 Inspection Inspection Group Inspection Status 2999 Final Mechanical 1_2 Famdwell Pending 3999 Final Plumbing 1_2 Famdwell Pending 4999 Final Electrical 1_2 Famdwell Pending 1530 Exterior Shearwall 1_2 Famdwell Pending 1260 Framing 1_2 Famdwell Pending 2300 Rough Mechanical 1_2 Famdwell Pending 3170 Underfloor Plumbing 1_2 Famdwell Pending 4500 Rough Electrical 1_2 Famdwell Pending 1020 Zoning/Setbacks 1_2 Famdwell Pending 1110 Footing 1_2 Famdwell Pending 1120 Foundation 1_2 Famdwell Pending 1160 UFER Ground 1_2 Famdwell Pending 1220 Underfloor Framing/Post and Beam 1_2 Famdwell Pending 1410 Underfloor Insulation 1_2 Famdwell Pending 1430 Insulation Wall 1_2 Famdwell Pending 1440 Insulation Ceiling 1_2 Famdwell Pending 1999 Final Building 1_2 Famdwell Pending 2200 Underfloor Mechanical 1_2 Famdwell Pending 3200 Sanitary Sewer 1_2 Famdwell Pending 3300 Water Service 1_2 Famdwell Pending 3400 Storm Sewer 1_2 Famdwell Pending 3500 Rough Plumbing 1_2 Famdwell Pending 4220 Electrical Service 1_2 Famdwell 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 Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811096765946 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Printed on: 9/3/19 Page 2 of 3 C:\my Reports/reports//production/ol STANDARD Permit Number: 811-19-001737-DWL Page 3 of 3 PERMIT FEES Fee Description Quantity Fee Amount Residential wiring 784 $186.00 Technology Fee $119.72 Balance of minimum permit fees - mechanical $57.00 Clothes dryer exhaust 1 $13.00 Range hood/other kitchen equipment 1 $19.00 Ventilation fan connected to single duct 1 $13.00 Plan Review - Minor, City 1 $141.00 Single Family Residence - Baths 1 $333.00 Address assignment - each new or change requested externally, per each 1 $54.00 SDC: Improvement Cost - Local Wastewater 1091.87 $1,091.87 SDC: Total MWMC Administration Fee - Local 89.48 $89.48 SDC: Total Transportation Administration Fee 190.09 $190.09 SDC: Total Sewer Administration Fee 165.42 $165.42 SDC: Total Storm Administration Fee 32.1 $32.10 SDC: Administrative Fee - MWMC Regional Wastewater SDC 10 $10.00 SDC: Compliance Cost - MWMC Regional Wastewater SDC 22.82 $22.82 SDC: Improvement Cost - MWMC Regional Wastewater SDC 1620.85 $1,620.85 SDC: Reimbursement Cost - Storm Drainage 261.87 $261.87 SDC: Improvement Cost - Storm Drainage 380.19 $380.19 SDC: Reimbursement Cost - Local Wastewater 2216.5 $2,216.50 SDC: Reimbursement - Transportation SDC 190.06 $190.06 SDC: Improvement - Transportation SDC 3611.72 $3,611.72 SDC: Reimbursement Cost - MWMC Regional Wastewater SDC 135.93 $135.93 Fire SDC - New Res Construction Sq Ft fee - enter sq ftg 784 $47.04 Structural building permit fee $956.65 Structural plan review fee $621.82 Willamalane fees - Accessory Dwelling Unit, per unit 1 $1,902.50 State of Oregon Surcharge - Elec (12% of applicable fees) $22.32 State of Oregon Surcharge - Mech (12% of applicable fees) $12.24 State of Oregon Surcharge - Bldg (12% of applicable fees) $114.80 State of Oregon Surcharge - Plumb (12% of applicable fees) $39.96 Total Fees: $14,671.95 VALUATION INFORMATION Construction Type Occupancy Type Unit Amount Unit Unit Cost Job Value VB R-3 1 & 2 family 784.00 Sq Ft $122.46 $96,008.64 Total Job Value: $96,008.64 Printed on: 9/3/19 Page 3 of 3 C:\myReports/reports//productlon/01 STANDARD -O Vl - N M > Y N n LA O r LO N 01 Q N 0) le V t o� N O •� !' 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O O a d N t0 S LL p> LL fn c or U 2 3 o 0 0 O 5 2 o 0 Z U Q N ..J i (D 0 N T NF N Z f6 CL m p ._- � ccr o V E 3 U 16 N N C O Q 11 N O N O t 7 _ LL O• f6 a C U) U O O _ N O N co U M CL J n CDa 0 n a a r Or 7 O o C W o .. u c r rn rn E C r V a � ! T r co r M N M O e Olk a F Z LL N O N m a Structural Permit Application SPRINGFIELD _ _ CITY OF 1 t OREGON 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689Oit�GBlI I DEPARTMENT USE ONLY Permit no.: '� I r�37 Date: -1 129119 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 I ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: Ll(4 y pi City: g Y' i `+'l 3 " I State: (°} ZIP: 14 Subdivision: I Lot no.: 17033 Reference: Taxlot: ® 9 9 Q PROPERTY OWNER Name: t4 Address: Li o -7 C City: S-0j-irJJ4LJt, State: C) ZIP: q7 ' Phone: tj J':- q1 1 778g. S Fax: - - E-mail: ut` fid . 1 66 -LOM Building Owner or Owner's agent authorizing this application: Sign here: This installation is being made on resi a 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: XWL AL6 66?1 Address: zo z a City: F4ifl Statezjg.. D Phone: t - Fax: - - E-mail: r <2 b CCB license no.: iL 7 113 Print name: 111— 9 ,A Signature- ' SUB -CONTRACTOR INFORMATION '22 5 -UD Name CCB License # Phone Electrical R46" C'4&, 18C135`I�- Occupancy R3 Plumbing NQA-r Lt.22 Square feet: 7 q - LU Last edited 5-5-2019 BJones 7 Mechanical Nom-` *_h P"&* '22 5 -UD 54fi-1W FEE SCHEDULE 1. Valuation information (a) Job description: mk p-, Occupancy R3 Construction type: 5 Square feet: 7 Cost per square foot: Other information: Type of Heat: `aa l - r-k+Y'IL Energy Path: ft G D el tC pi PLK W44a new ❑alteration ❑ addition (b) Foundation -only permit? ❑ Yes li�No Total valuation: $ I 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% (.O1 x permit fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ DOTAL fees and surcharges (2e+3c+4a+b): $ 4", W4 ' t*' � +� � ,11�'r�• ,ice.. ��y,* �•��'. Qe c ��e v � cie s QG R C— �ItwtKaf e.. Q6,us i5s 1-5 Aug 01 2019 12.03 HP Fax page 2 Electrical Permit Application ':•. Permit no.: r �, 225 Fifth Street 4Sprh►gtield, OR 97477*PH(541)726-3753+FA1i(541)726-3689 - Date: This permit is issued under OAR 918-309-0000. Permits are nontransferable. Permits expire if work is not started within 180 days of issuance or if work is suspended for 184 days. :.GS7YERN T" PP ME�1 .°� �OVgL' ".;. Zorn 7 a rove] r' f g PD verified? I-1 Vec..; ...-. _ ., ATEGQRX;.Fi;CNST.RU.4lON.'':,:: Residential j] Goverment ❑ Commercial `'$ITE:IN4NMi7'ION'.:A Job site address: A-'1{he City: TVIU 61= t State: p V, ZIP: (Reference ?.._ _ Taxlot.:a 777 PAC)P = Tr. OWNER., Name: Address: city���i sidli;&JefState: p� z1P: Phone!} % Fax: E-mail: Tk l 4U1i1+1 coo This installation is being made on residential or farm property owned by me or a member of my immediate family. This property is not intended for sale, exchange, lease, or rent. OAR 479.540(]) and 479.560(1). Signature: •tic:.-;:.;.,..:,.....-:......... ...... .. . CbNTRACTOR:INSTALL4T117M,' FAddress: usiness name: ity: State: ZIP: Phone`- E-mail: 49 CCB license no.: Cj'75gr BCD license no.: e S -Y' Signing supervisor's license no.: Print name of signing supervisor: bL1S ,Q�l 6jliS Signature of signing supet•visor; cel+ Last edited 711/20191idones Residential, per unit, service included: 1,000 sq. ft. or less (4) $ additional 500 sq. ft. or portion� thereof V$36',000 (.united onergy (2) Each manufactured home or modulardwelling service or feeder (2) $ Services or feeders: Installation, al/eralfor►, rekeation 200 amps or less (2) $112.00 $ 201 to 400 amps (2) $131.00 $ 401 to 640 amps (2) 5221.00 $ 601 to I,00D amps (2) $285.00 $ Over j,00D amps or volts (2) $654.00 $ Reconnect only (2) $89.00 $ Temporary services or feeders: fnstallallon, alterailon, relocation 200 amps or less (2) $89.00 $ 201 to 400 amps (2) $122.00 $ 401 to 600 amps (2) $177.00 $ Over 600 amps or 1,000 volts, see services or feeders section above Branch circuits: Ire* alteration, extension perpanel a: Fee for branch circuits with purchase of a service or feeder fee: Each branch circuit b. Fee for branch circuits without purchase of a service or feeder fee: - First branch circuit (2) $59.00 $ Each additional branch circuit $8.00 $ Miscellaneous fees: service orfeeder Prot included Each pump or irrigation circle (2) $89.00 $ Each sign or outline lighting (2) $102•A0 $ Signal circuit or a limited -energy panel, alteration, or extension (2) $102.00 $ Each additional Inspection: (1) SxOz.DO $ (A) Enter subtotal of above fees (Minimum Permit Fee $102.00) $ (B) Enter 12% surcharge ( 12 x [A]) $ (e) Technology Fee (a% of [A]) $ TOTAL fees and surcharges (A through D): $ CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET JOURNAL OR JOB NUMBER: 19-001737-DWL A. REIMBURSEMENT COST: 6028 NAME OR COMPANY: TIM OLGUIN COST PER FEU 1 LOCATION: 436 4TH ST B. IMPROVEMENT COST: $380.19 TAX LOT NUMBER: 1703352409900 1091 _ $1,041.87 DEVELOPMENT TYPE: Single Family Residence $1,620.85 NEW DWELLING UNITS 1 UHAING SIZE (SF): 768 LOT SIZE (SF): IMPERVIOUS AREA 19.86 MAX 45% 13% MAX 350/o 1. STORM DRAINAGE 1093 B. EvIPROVEMENT COST: 1$22.82 DIRECT RUNOFF TO CITY STORM SYSTEM MWMC ADMINISTRATIVE FEE A. REIMBURSEMENT COST ADT TRIP RATE AREA DRAINING TO NUMBER OF UNITS xF COST PER TRIP IMPERVIOUS S.F. x COST PER S.F. DRYWELL CHARGE 870.00 $0.301 = 0 1.00 $261.87 B. IMPROVEMENT COST IMPERVIOUS S.F. x COST PER S.F. CHARGE 870.00 $0.437 = 0 $380.19 ITEM 1 TOTAL - STORM DRAINAGE SDC $642.06 2. SANITARY SEWER - CITY A. REIMBURSEMENT COST: NUMBER OF DFU's x COST PER DFU 13 $170.50 B. IMPROVEMENT COST: NUMBER OF DFU's x COST PER DFU 13 1$83.99 ITEM 2 TOTAL - CITY SANITARY SEWER SDC = $3,30837 3. TRANSPORTATION W A O U A. REIMBURSEMENT COST: 6028 w 0 COST PER FEU 1 $261.87 B. IMPROVEMENT COST: $380.19 1071 _ $2,216.50 1091 _ $1,041.87 1092 3. TRANSPORTATION A. REIMBURSEMENT COST: NUMBER OF FEVs A. REIMBURSEMENT COST: COST PER FEU 1 $135.93 B. IMPROVEMENT COST: ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x NEW TRIP FACTOR $1,620.85 C. 9.57 1 19.86 x 1.00 = $190.06 1093 B. EvIPROVEMENT COST: 1$22.82 MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE ITEM 4 TOTAL - MWMC SANITARY SEWER SDC ADT TRIP RATE x NUMBER OF UNITS xF COST PER TRIP x NEW TRIP FACTOR 9.57 1 $377.40 1.00 = $3,611.72 1094 ITEM 3 TOTAL - TRANSPORTATION SDC 4. SANITARY SEWER - MWMC A. REIMBURSEMENT COST: NUMBER OF FEVs x COST PER FEU 1 $135.93 B. IMPROVEMENT COST: NUMBER OF FEU 's x COST PER FEU 1 $1,620.85 C. COMPLIANCE COST: NUMBER OF FEU's x rCOST PER FEU 1 1$22.82 MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE ITEM 4 TOTAL - MWMC SANITARY SEWER SDC $3,801.78 $1,789.60 8135.93 1054 1,620.85 1055 $22.82 $0.00 1054 $10.00 1056 SUBTOTAL (ADD ITEMS 1, 2, 3, & 4) _ 1 $9,541.81 --li 5. ADMINISTRATIVE FEE: SUBTOTAL x I ADM. FEE RATE = CHARGE $9,541.81 5% $477.10 TOTAL STORM ADMINISTRATION FEE $32.10 TOTAL SEWER ADMINISTRATION FEE: 165.42 TOTAL TRANSPORTATION ADMINISTRATION FEE: $190.09 TOTAL MWMC ADMINISTRATION FEE - LOCAL $89.48 TOTAL SDC CHARGES = 1 $10,018.91 11 PREPARED BY Steven Petersen DATE 8/16/2019 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 UNIT NEW OLD EQUIVALENT DRAINAGE FIXTURE UNITS BATHTUB 1 0 3 = 3 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 1 0 3 = 3 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 1 0 3 = 3 SINK: COMMERCIAL BAR 0 0 2 = 0 SINK: WASH BASIN/DOUBLE LAVATORY 0 0 2 = 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 1 0 1 = 1 URINAL, STALL/ WALL 0 0 5 = 0 TOILET, PUBLIC INSTALLATION 0 0 6 = 0 TOILET, PRIVATE INSTALLATION 1 0 3 = 3 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 13 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? 2 (Enter 1 for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. 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Job Name: 355 D St Springfield, OR 97477 Permit #: Standard Base Case BUILDING COMPONENTS Flat ceilings Vaulted ceilings Conventional wood -framed walls Mixed or Other wall types Underfloor Slab edge & Underslab Insulated Concrete Eorm Walls BUILDING COMPONENTS Flat ceilings Vaulted ceilings Total area of ALL Wall Surfaces 85% of Total wall area Windows=15% of Total wall area Underfloor Slab edge (enter lineal feet) Skylights Exterior Doors Doors with >2.5ft2 glazing Areas U -factor Areasx (L 768 0.021 16.13 16.13 0.033 0.00 906 0.00 R-21 Intermediate Framing 770.1 0.059 45.44 135.9 0.300 40.77 768 0.033 25.34 0 0.520 0.00 01 0.500 0.00 18 0.200 3.60 0.400 0.00 Sum 131.28 Proposed Alternative R -Value Construction Tvoe Areas U -factor Areas x U R49 Conventional Framing 768 0.021 16.13 SELECT ITEM 0 0.000 0.00 R-21 Intermediate Framing 843.44 0.059 49.76 SEE Walls Overall U -Factor Tab 01 0.000 0.00 R-30 Batt Insulation 7681 0.0331 25.34 SELECT ITEM 01 0.0001 0.00 TOTAL WINDOW DOOR AND SKYLIGHT (input on Window, door and wall tabs) farovide product cut sheets) Windows from Window Tab Skylights from Skylight Tab Exterior Doors from Door Tab Doors with >2.5ft2 glazing Sum 116.40 PASS or FAIL: PASS Ye: -11.3% Building Codes Division ♦ Department of Consumer and Business Services ♦ State of Oregon 1535 Edgewater St. NW, Salem, OR 97304 ♦ P.O. Box 14470, Salem, OR 97309-0404 503-373-0205 ♦ Fax: 503-378-2322 ♦ bcd.oregon.gov Average Window U -Factor Window Designation Area of Windows) U -Factor of Assembly Window - 1 -9.70 0.29 Window - 2 9.70 0.29 Window - 3 10.79. 0.29 Window - 4 10.79 0.29 Window - 5 21.58 0.29 Window - 6 25 0.32 Window - 7 25 0.32 Window - 8 25 0.32 Window - 9 Window - 10 Window - 11 Window - 12 Window - 13 Window - 14 Window - 15 Window - 16 Window - 17 Window - 18 Window - 19 Window - 20 Window - 21 Window - 22 Window - 23 Window - 24 Window - 25 Window - 26 Window - 27 Window - 28 Window - 29 Window - 30 Total: S uare Feet 52.55 Average U- Factor 0.290 i EXAMPLE Average Window U -Factor Window Designation Area of Windows) U -Factor of Assembly Window - 1 25 0.32 Window - 2 20 0.30 Window - 3 15 0.35 Window - 4 30 0.32 Window - 5 10 0.30. Window - 6 25 0.32 Window - 7 25 0.32 Window - 8 25 0.32 Window - 9 Window - 10 Window - 11 Window - 12 Window - 13 Window - 14 Window - 15 Window - 16 Window - 17 Window - 18 Window - 19 Window - 20 Window - 21 Window - 22 Window - 23 Window - 24 Window - 25 Window - 26 Window - 27 Window - 28 Window - 29 Window - 30 Total: S uare Feet I ' ')t(3: Average U- Factor 0.319 Instructions: 1. Enter area of window type in yellow area. 2. Enter U -Factor of window in yellow area. ;3. Value in green cell will be automatically entered into Table N1104.1(1) spreadsheet under "Standard Base Case". j4. Value in blue cell will be automatically entered into Table N1104.1(1) spreadsheet under "Proposed Alternative". Note 1: Window that have the same U -Factor may be combined into one entry. For example two wood framed windows, one 25ft2 and one of 30ft2, both having a U -Factor of 0.32 can be entered as one wall with a combined area of 55ft2. Doors without Glazing Average Exterior Door U -Factor Door Designation Construction r Area of Door(s) U -Factor Door Type - 1 Wood 18 0.39 Door Type -2 Door Type - 4 Door Type - 5 Door Type - 5 Door T a-3 Door T pe - 6 Door Type - 7 Door Type - 7 Door Type - 4 Door Type - 8 Door Type - 9 Door Type - 9 Door Type - 5 Door Type - 10 i Sauare Door Type - 6 Door Type - 7 Door Type - 8 Door Type - 9 Door Type - 10 Total: Square Feet Average U -Factor :. 0.390 Doors with >2.02 glazing Averaae Exterior Door U -Factor Door Designation Construction Area of Door(s) U -F. Door Type - 1 Door Type - 2 solid wood 20 0.600 Door Type - 3 insulated metal 20 Door Type - 2 Door Type - 4 Door Type - 5 Door Type - 5 Door Type - 3 Door T pe - 6 Door Type - 7 Door Type - 7 Door Type - 4 Door Type - 8 Door Type - 9 Door Type - 9 Door Type - 5 Door Type - 10 i Sauare Door Type - 6 Door Type - 7 Door Type - 8 Door Type - 9 Door Type - 10 Total: Square Feet Ave U -Fc ..,-, 0.( Instructions: 1. Enter brief description of door construction in yellow area under "Construction". 2. Enter area of door type in yellow area under "Area of Door(s)". 3. Enter U -Factor of door in yellow area under "U -Factor". 4. Value in green cell will be automatically entered into Table N1104.1(1) spreadsheet under "Standard Base Case". 5. Value in blue cell will be automatically entered into Table N1104.1(1) spreadsheet under "Proposed Alternative". Note 1: Doors that have the same U -Factor may be combined into one entry. For example, two solid wood doors, one and one oOft bot a g M2.n f 2 2 h h vin a U -Factor of 0.600 can be entered as one door with a combined area of 2. , Note 2: Sliding glass door and swinging glass doors. inclu considered windows, not doors. EXAMPLE 1 Doors without Glazing Avera a Exterior Door U -Factor Door Designation Construction Door(s)Area of U -Factor Door Ty2e - 1 solid wood 18 0.600 Door Type - 2 solid wood 20 0.600 Door Type - 3 insulated metal 20 0.420 Door Type - 4 Door Type - 5 Door Type - 5 Door Type - 6 Door T pe - 6 Door Type - 7 Door Type - 7 Door Type - 8 Door Type - 8 Door Type - 9 Door Type - 9 Door Type - 10 Door Type - 10 i Sauare Averaae 3inLy glazed french doors with NFRC labels are • =7_1►yi I» W Doors with >2.5ft2 glazing Averaae Exterior Door U -Factor Door Designation Construction Area of Door(s) U -N Door T e - 1 solid wood 38 0.( Door Ty2e- 2 insulated metal 20 0.1e Door Type - 3 Door Type - 4 Door Type - 5 Door Type - 6 Door Type - 7 Door Type - 8 Door Type - 9 Door Type - 10 Sauare I Ave Structural Permit Application SPRINGFIELD 3s 7 CITY OF PRg OREGON, 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 OgtGGN I DEPARTMENT USE ONLY I Permit no.: 9'"1 _�37 M Date: -7 2 g L9 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. 1-vuliL Vvv�r�n�ncn� nrrrw��� 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 I ❑ Government ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: 113 (p L1,f[ \i City: g if i y ' State: OR ZIP: 7 Subdivision: Lot no.: 1 Reference: Taxlot: © q PROPERTY OWNER Name: 0 1 f, w Address: tt 0 7 C_ City: ' State: C) Ri ZIP:97 Phone: — J-7893 Fax: - - E-mail: G-1 1, l) .C.DM- Building Owner or Owner's agent authorizing this application: Sign here: This installation is being made on resi�,.o,arm 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: AIWL _ �llyj d Address: zB City: r" Stateig d Phone: - E -mail: <9 •� CCB license no.: X 7 i 3 Print name: R4 UL - Signature: ' (a) Plan review (65% x permit fee [2a]): $ SUB -CONTRACTOR INFORMATION' Name f Electrical kbbI" NQl-r lean FILA4�0,x L(c CCB License # Phone IM15 l 0-11 22 500 I- - L►J Last edited 5-5-2019 BJones 6 Mechanical NewTe h P"tijr FEE SCHEDULE 1. Valuation information (a) Job description: !r E Occupancy Construction type: 5 Square feet: 7 F5 4 Cost per square foot: Other information: Type of Heat: C&d V - NeGkik Energy Path: D: C e frit Rezi P WAr new ❑alteration ❑ addition (b) Foundation -only permit? ❑ Yes ji�No Total valuation: $ Wo 1 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]) $ TOTAL fees and surcharges (2e+3c+4a+b): $ 1-5 M 04 (o;MM;MMMMw (aD0 0m00000" CL CL M m rt �, 0 ,, O =;; aj CL C1 .T 0 =r; N• N• O Cl aq p� Q O (D c0ii con O O 0 E=n n N Q to " = N Cl C S fD (D _ rr D Cl n DC1 O O fD -0 -n 0 0 00 0 • 7r 7� rt f'sD � 0 '"� c' N '•�' N' 7 s GQLn Ln s \=rrD c 0'c1 OQ << v Nrt y rN-! O ? (D O ° rF 0 Q O 0• fD Q A7 =r .1:,. y "f+ O CL O Q y S M 0 CA Ct ''c ° v, nNi nni s n a� j Ln Hrr v v, CL cn is o m � 0 m H N Q. O cn C) O On N 3 * n N O m O m 0 1+ M (DD N O 0 cn p (D CL n 3 rt CEJ _v 0 (D (D T. fD H O S O _ 3 ,< v 0 . 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SMITH Thayne From: Tim Olguin <tim_olguin@yahoo.com> Sent: Thursday, August 29, 2019 1:45 PM To: SMITH Thayne Subject: Fw: Window Changes on Plans for 422 & 436 4th St, 355 D St ----- Forwarded Message ----- From: Tim Olguin <tim olquin@yahoo.com> To: SMITH Thayne <tsmith springfield-or.gov> Sent: Thursday, August 29, 2019,1:03:12 PM PDT Subject: Window Changes on Plans for 422 & 436 4th St, 355 D St Thayne, I approve the following changes to the windows on the plans: Bedroom #1= 21049 Bedroom#2= 21049 Living Rm= 2-21049 (two double hung) Kitchen= 3635 Utility= 3635 Tim Olguin 541-913-7883 8w lV WP l 7033 s2Y 07760 & to, OL- wo 1�-C, I Ill mid, P-- 49 - Isi A-rnc 2 Z1 MPV41"L.14 IN ;++ALL$ r -O q,*-rfOs`,-r�I die vl� I1-0VI ""r+fiLL�SS 1'c t�1�s-1 �a EIS R-�l iJG. mm W1 MiTek' MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 Re: 1602-19 Tim Olguin The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Relco Roof. Pages or sheets covered by this seal: R58912682 thru R58912684 My license renewal date for the state of Oregon is June 30, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSlfrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. PROFFss �NGINEF9 9999. 9999 99:99' 87022PE 9999.. .. .. 9999.. aj, OREGON ti� lV • • y 9999.. 0sBEFt _.._ 9999.. 9999 9999 A. ER . 00 0 . 000000 900099 0900 July 24,2019 00 00 • *6 .9999 Hernandez, Marcos 0000 ••' IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSlfrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Type Qty IPIy ITim Olguin R58912682 1602-19 IA1 GE I Common Supported Gable I I i I I Job Reference (optional) )of and Floor, Inc, Harrisburg, OR - 97446, 8.310 s Jun 112019 MiTek Industries, Inc. Wed Jul 24 12:25:43 2019 Page 1 ID:wN4GQQm7M6FpsfNyaKf43yyrM8-kLyxAe2SJxm SeUYRS KsD7Na_R2nBHvyYAvzx_Nyus3c 10$ 15-3-0 308-0 $1-4$ 10-9 15-3-0 1530 -1 Scale = 1:54.5 4x4 = 13 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4 = 13-0 15-3-0 308-0 1-3-0 14-0-0 153-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 24-25 n/r 120 MT20 2201195 TCDL 7.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.02 24-25 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.01 26 n/a n/a BCDL 10.0 Code IRC2015ITPI2014 Matrix -S Weight: 202 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 OF No.2 OTHERS 2x4 OF No.2 REACTIONS. All bearings 28-0-0. (lb) - Max Horz 47=-74(LC 6) Max Uplift All uplift 100 Ib or less atjoint(s) 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 32, 31, 30, 29, 28, 27, 26 Max Grav All reactions 250 Ib or less atjoint(s) 38, 39, 40, 41, 42, 43, 44, 45, 46, 36, 35, 34, 32, 31, 30, 29, 28, 27 except 47=367(LC 17), 26=367(LC 18), 37=254(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbsranced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; V•ilt=1^Omph (3 -second gu-t) Vasd=95mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Enclosed; h,V.'F R3 �envelop�); cantileder left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TrUss designed for wind loads in the plan= of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qu.Jified building designer as per ANSI/TPI 1. 4) All pletes are 1x3 MT20 unless otherwise indicated. 5) Cade studs spaccft at , •4-C oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * Thi^ truss has been lesigred for a l''ve 'Dad c` 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wdl fit berween the bottom c lord and any ocher members. 8) P cvile mechanical connection (by o'hy-) of t-uss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 32, 31, 3l), 2J, 28, 27, 26. 9) Non Standard bearirg condition. Review required. 5 r Io C�gN p PROFFS IE�9 s/O�9 �1 87022PE N ' orb OREGON �C�OSMBER 11�Pa0 A. HER EXPIRES: 06/30/2021 July 24,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 10/03/2015 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, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 'y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTPII Quality Criteria, DSE-89 and SCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 400 Sunrise Avenue, Suite 270 4 Job Truss Truss Type 1602-19 � FINK Relco Roof and Floor, Inc, Harrisburg, OR - 97446, i1_0 7-10-12 15-3-0 0-104 7-10-12 7-4-4 QtyPly Tim Olguin 858912683 28 1 _ Job ReferenceFiona 8.310 s Jun 112019 MTek Industries, Inc. Wed Jul 2412:25:44 2019 Page 1 ID:wN4GQQrn7M6FpsfNyaKf43yyrMB-CXWKN_344FuJFd7d01 NSgb62_S_2OKhiP9jUWpyus3b 22-7-4 30-6-0 3144 7-0-4 7-10-12 0-1 4x6 = Scale = 1:56.9 3x4 = 5x8 = 3x4 � 4x4 -- 4x4 i 3x4 i t 1-3-0 _ 10-M I_ r110 9-3-0 Plate Offsets(X,Y'r— '2:0-2-10,0-2-6_,16:0-2-10,0-2-6],[9:0-4-0,0-3-0j LOADING (psf) SPACING- 2-0-0 TCLL 25.0 Plate Grip DOL 1.15 TCDL 7.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IRC2015/rP12014 LUMBER - TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 REACTIONS. (Ib/size) 11=133710-5-8,8=1337/0-5-8 Max Horz 11=74(LC 6) Max Uplift 11=-101(LC 8), 8=101(LC 9) 20-0-0 29-3-0 93-0 _,30-6-2.1 1-3-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.63 Vert(LL) -0.32 9-10 >999 240 MT20 220/195 BC 0.77 Vert(CT) -0.46 9-10 >737 180 WB 0.37 Horz(CT) 0.06 8 n/a n/a Matrix -MS Weight: 147 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 315 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11,5-8 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/28, 3-4=1627/157,4-5=16271157,5-6=-447/28 BOT CHORD 2-11 =01378, 10-11=-131/1541, 9-1 0=-1 811070, 8-9=-63/1541, 6-8=0/378 WEBS 4-9=651581,5-9=369/138,4-10=-64/581, 3-10=-3691138, 3-11=-14811121, 5-8=1481/121 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint($) except (jt=1b) 11=101,8=101. 0000• •••• 0000• + • •• • • • 000000 •0064• 0000•• 66 • 00 0 • •0•••• 00 0 6 •�E521 ..... ,\-,�1)jC7 ER�'bry. •' 872 PE' • •�� 0606- 0 • •• •• 06.000 .. • •r : . • Al 0*00 OREGON �C��SMBER A. HEFt EXPIRES: 06/30/2021 July 24,2019 ,&WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 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, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall MR'_ building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MI6 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftmsses and truss systems, see ANSI/TPIi quality Criteria, DSO -88 and BCSI Building Component MTek USA, Inc. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 400 Sunrise Avenue, Suite 270 Job Truss Truss Type Qty Ply Tim Olguin 25.0 Plate Grip DOL 1.15 TC 0.63 858912684 1602-19 A3ST GABLE 2 1 BCLL 0.0 Rep Stress Incr YES WB 0.37 Job Reference optional) _ Relco Roof and Floor, Inc, Harrisburg, OR - 97446, 8.310 s Jun 112019 Mi ek Industries, Inc. Wed Jul 2412:25:46 2019 Page 1 ID:wN4GQQm7M6FpsfNyaKf43yyrM8-8we4og5Kes8OVxHO7SQwIOCOTGfWUEA sTCbbiyus3Z -1 7-10-12 15-3-0 22-7-4 30-0-0 AiAg 10-0 7-10-12 7-4-4 174-0 7-10-120-104 4x6 = MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN -PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. Scale = 1:56.9 3x4 = 5x8 = 3.4 _-4x4 4x4 i 3x4 i i 1-3-0 , 10-0-0 20-0-0 29.3-0 �0-0-0, 1-3-0 9-3-0 9_&0 9-3-0 13-0 Plate Offsets(X,Y)-- 12:0-2-10,0-2-6],[6:0-2-10,0-2-6],19:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 TCDL 7.0 Lumber DOL 1.15 BC 0.77 BCLL 0.0 Rep Stress Incr YES WB 0.37 BCDL 10.0 Code IRC2015/rP12014 Matrix -MS LUMBER - (loc) Vdefl Ud TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 REACTIONS. (Ib/size) 11=1337/0-5-8,8=133710-5-8 Max Horz 11=-74(LC 6) Max Uplift 11=-101(LC 8), 8=-101(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-447/28,3-4=1627/157,4-5=1627/157,5-6=-447/28 BOT CHORD 2-11=0/378, 10-11=131/1541, 9-10=18/1070, 8-9=-6311541, 6-8=01378 WEBS 4-9=-651581, 5-9=369/138, 4-10=-64/581, 3-10=-369/138, 3-11=-1481/121, 5-8=-14811121 I6 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.32 9-10 >999 240 MT20 2201195 Vert(CT) -0.46 9-10 >737 180 Horz(CT) 0.06 8 n/a nla Weight: 250 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-15 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 1 Row at midpt 3-11,5-8 NOTES - 1) Unualanced roof tide lads nave been uonsiaered for this design. 2) Wird: ASCE 7-10; Vult=120mph (3-s=.co^d g,I,t) Vasd=95mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 1 rus= designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Cale End Details=as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Cable quids spaced -at 1-4-u dc. 5) This truss has beencJ-signed for a 1C.0 Fsf be tom chord live load nonconcuiTent with any other live loads. 6) ` rills truss has been designed for a rive loco of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide cn l! fi" between the bottom chord and3^y c'hir members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by o,hers, of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 11=101,8=101. PROF�tS �NGINEF9/��L 87022P� I. N�C'aj, ORE ON 'Q R 11' A. HER�P EXPIRES: 06/30/2021 July 24,2019 AWARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M11.7473 rev. 10/03/2015 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, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing ■ i 1r ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLTPl1 Quality Criteria, DSB-89 and BCSI Building Component MiTek USA, Inc. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. 400 Sunrise Avenue, Suite 270 F":•; Y"I!'CA 5:661 CO z C Chi) N C c --Imm c W C) CCD cn W cn z0 cx -'CDS D v_ a' 0 cr rn N 3 n m my rtx1�o 02 mzd-1i r 7 CD �rn c (n �� n -nvD (D CL GW CCD Cvn N iB O Cl N- I mN r z CO'D 0- p ni Q iM G)-�%�O C O N C: C CCWOOC ON O 7 a -0C7 w a- CD CQ o n. -p O n QC O N• N O. O CD 7 a. 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N O. y �O.• • 0. �D� n •m • m Z 7 ci •• wq •w o z OT N d N •. • C j (D `� �' d N 64 f- • MY. D0 Z,5. n h �dT N m= �� d a •!-•• 03`� ` Q n�� .=m.. a .6N O O' C' cn 0 T o� O' �Z •'N mW s `� om O N -o° nm `� - o £ m ma = y� �� N (D ice/ C W n W Q m CD m (D S CD (D (D (D (D (O /—h N CD m ; Z O r-4. N Mir s+m-1rLf-L-S ENERGY EFFICIENCY TABLE N1101.1(2) ADDITIONAL MEASURES For SI: 1 square foot = 0.093 m2, I watt per square foot = 10.8 W/mz. a. Appliances located within the building thermal envelope shall have sealed combustion air installed. Combustion air shall be ducted directly from the outdoors. b. All duct joints and seams sealed with listed mastic; tape is only allowed at appliance or equipment connections (for service and replacement). Meet sealing criteria of Performance Tested Comfort Systems program administered by the Bonneville Power Administration (BPA). c. Residential water heaters less than 55 gallon storage volume. d. A total of 5 percent of an HVAC system's ductwork shall be permitted to be located outside of the conditioned space. Ducts located outside the conditioned space shall have insulation installed as required in this code. e. The maximum vaulted ceiling surface area shall not be greater than 50 percent of the total heated space floor area unless vaulted area has a 17 -factor no greater than U-0.026. f. Continuous air barrier. Additional requirement for sealing of all interior vertical wall covering to top plate framing. Sealing with foam gasket, caulk or other approved sealant listed for sealing wall covering material to structural material (example: gypsum board to wood stud framing). g. Table N1104.1(1) Standard base case design, Code UA shall be at least 8 percent less than the Proposed UA. Buildings with fenestration less than 15 percent of the total vertical wall area may adjust the Code UA to have 15 percent of the wall area as fenestration. 2017 OREGON RESIDENTIAL SPECIALTY CODE 435 High efficiency walls 1 Exterior walls -13-0.045/R-21 cavity insulation + R-5 continuous Upgraded features 2 Exterior walls—U-0.057/R-23 intermediate or R-21 advanced, Framed floors—U-0.026/R-38, and Windows—U-0.28 (average UA) CU Upgraded features . 3 Exterior walls—U-0.055/R-23 intermediate or R-21 advanced, Flat ceilings—U-0.017/R-60, and E o Framed floors—U-0.026/R-38 Super Insulated Windows and Attic OR Framed Floors N— c U1 4 Windows—U-0.22 (Triple Pane Low -e), and LU " Flat ceilings—U-0.017/R-60 or °1 c 0 Framed floors—U-0.026/R-38 a Air sealing home and ducts w Mandatory air sealing of all wall coverings at top plate and air sealing checklist , and ~ 5 Mechanical whole -building ventilation system with rates meeting M1503 or ASHRAE 62.2, and All ducts and air handlers contained within building enveloped or All ducts sealed with masticb efficiency thermal envelope UA9 — QHigh 6 Proposed UA is 8% lower than the code UA Saw High efficiency HVAC systema A Gas-fired furnace or boiler AFUE 94%, or m Air source heat pump HSPF 9.5/15.0 SEER cooling, or Ground source heat pump COP 3.5 or Energy Star rated N c-- Z.c -Ducted HVAC -systems within conditioned space o B All ducts and air handlers contained within building enveloped ° Cannot be combined with Measure 5 qv C Ductless heat pump o Ductless heat pump HSPF 10.0 in primary zone of dwelling U High efficiency water heater° Natural gas/propane water heater with UEF 0.85 OR Electric heat pump water heater Tier 1 Northern Climate Specification Product For SI: 1 square foot = 0.093 m2, I watt per square foot = 10.8 W/mz. a. Appliances located within the building thermal envelope shall have sealed combustion air installed. Combustion air shall be ducted directly from the outdoors. b. All duct joints and seams sealed with listed mastic; tape is only allowed at appliance or equipment connections (for service and replacement). Meet sealing criteria of Performance Tested Comfort Systems program administered by the Bonneville Power Administration (BPA). c. Residential water heaters less than 55 gallon storage volume. d. A total of 5 percent of an HVAC system's ductwork shall be permitted to be located outside of the conditioned space. Ducts located outside the conditioned space shall have insulation installed as required in this code. e. The maximum vaulted ceiling surface area shall not be greater than 50 percent of the total heated space floor area unless vaulted area has a 17 -factor no greater than U-0.026. f. Continuous air barrier. Additional requirement for sealing of all interior vertical wall covering to top plate framing. Sealing with foam gasket, caulk or other approved sealant listed for sealing wall covering material to structural material (example: gypsum board to wood stud framing). g. Table N1104.1(1) Standard base case design, Code UA shall be at least 8 percent less than the Proposed UA. Buildings with fenestration less than 15 percent of the total vertical wall area may adjust the Code UA to have 15 percent of the wall area as fenestration. 2017 OREGON RESIDENTIAL SPECIALTY CODE 435 2017 6RFS C Additional Measure 6 Calculator Stat, C�f Of egonFor demonstrating compliance with Additional Measure 6 only. _ If any assembly does not meet Table N1101.1(1), Table N1104.1(1) must be used to demonstrate minimum code compliance first. Better BWidinge for Oregon yallnw fields reonire a yelps to he entered if field Is applicable. Ilse the drop down menu in fields with "SELECT ITEM" IF field is applicable. Job Name: 436 4th St Springfield, OR 97477 Permit M Standard Base Case BUILDING COMPONENTS Flat ceilings Vaulted ceilings Conventional wood -framed walls Mixed or Other wall types Underfloor Slab edge & Underslab BUILDING COMPONENTS Flat ceilings Vaulted ceilings Total area of ALL Wall Surfaces 85% of Total wall area Windows=15% of Total wall area Underfloor Slab edge (enter lineal feet) Skylights Exterior Doors Doors with >2.5ft2 glazing Areas U -factor Areas x U 784 0.021 16.46 16.46 0.033 0.00 906 0.00 R-21 Intermediate Framing 770.1 0.059 45.44 135.9 0.300 40.77 784 0.033 25.87 0.033 0.520 0.00 01 0.500 0.00 1 B 0.200 3.60 0.400 0.00 Sum 132.14 Proposed Alternative R_Vabre Cnnctrur_Npn Tune Areas IAfa&i)r Areas r U R-49 Conventional Framing 784 0.021 16.46 SELECT ITEM 0 0.000 0.00 R-21 Intermediate Framing 830.19 0.059 48.98 SEE Walls Overall U -Factor Tab 0 0.000 0.00 R-30 7841 0.033 25.87 SELECT ITEM 01 0.000 0.00 Insulated Concrete form Walls I 1 01 0.00 TOTAL WINDOW. DOOR AND SKYLIGHT (input on Window, door and wall tabs) Inr ;'fa —A —t ch. prc I Windows from Window Tab Skylights from Skylight Tab Exterior Doors from Door Tab Doors with >2.5ft2 glazing 75.81 0.290 21.98 0 0.000 0.00 18 0.390 7.02 0 0.000 0.00 Sum 120.32 PASS or FAIL: PASS Yes Yes -8.9% Building Codes Division ♦ Department of Consumer and Business Services ♦ State of Oregon 1535 Edgewater St. NW, Salem, OR 97304 ♦ P.O. Box 14470, Salem, OR 97309-0404 503-373-0205 ♦ Fax 503-378-2322 ♦ bod.oregon.gov _ �`� FLAT CEILINGS Insulation I Type U -Factor _ SELECTITEM U -Factor R,38, Co1ventionalframin9 0.027 R-,38, Advanced framing 0.0.26 R-49, Conventional framing 0.021 0.020 0.01_7 R-49 Advanced framing R-60, Conventional framing R�0 => 8/12 roof pitch 0.016 0.015 R�30 Advanced Framin an VAULTED CEILINGS R-21, 0, Intermediate framing Insulation I Type U -Factor _ SELECTITEM _ R-11, 3.5. Conventional framing. _ _ R-21, Rafter framing 0.050 R-30, Rafter framing 9.032 _ 0.026 R-38, Rafter framing R-60 Advanced Framing (any) 0.016 -21_, Scissor truss __052_ R-30,Scissortru_ss _0.034 R-38, Scissor truss 0.027_ 4:46, Scissor truss 0.021 RR30, Advanced scissor truss _ _ 0.032 __ R-38, Advanced scissor truss 0.026 R-49 Advanced scissor truss 0.020 R-29, 8 1/4" EPS foam core panel 0.034 R-37, 10 114 EPS foam core panel _ 0.027_ R-44 12 114" EPS foam core panel 0.023 FLOORS Insulation Type U -Factor _ SELECT ITEM _ R-21, Underfloor _0_046 R-25, Underfloor 0.039 R-30, Underfloor 0.033 f! -3B, Underfloor - _ Q 02§ R-49, Underfloor 0.020 SLAB -ON -Grade Insulation L Type U -Factor _ SELECTITEM 0.044 _ 0.540 _ _ R 10, Slab edge _R 15 Slab _adga _ _. 0.520._ _R-5 Continuous Undersla_b 0.460 R-7.5, Continuous Underslab _ 0.410 _ _ R-10 Continuous Underslab _ 0.360 EXTERIOR WALLS Continuous Constructi Insulation, Insulation, . on Type U -Factor SELECTITEM R-1 5, 0, Conventional framing 0.083 R-1 5 0, Intermediate framing 9.078 R-19,0,_Conventionalframin g 0.067 R-1 9, 0, Intermediate framing 0063 R 19 0, Advanced framing_,_ 0.062 R-21, 0, Co_n_vention_al framing 0.063 R-21, 0, Intermediate framing 0.059 R-21, 0, Advanced framing 0.057 R-11, 3.5. Conventional framing. _ _ 0.069 _ R-11, 5, Conventional framing 0.063 !R-11. 7, Conventional framing _ 0.055 R-11,3.8Advancedframing- _006_7 R-11, 5, Advanced framing 0._061 R-1 1 7, Advanced framing _ 0-054 R-13, 3.5, Conventional framing -- � nT - - 0.065 T R-13, 5, Conventional framing 0.059 R-13,7 Conventional framing- _ 0.053 _ R-13, 3.5, Advanced framing 0.062_ 543, 5, Advancedframing_ _ _ _ 0.056 R-13, 7, Advanced framing _ _ 0.050 R-1 5, 3.5, Conventional framing 0.062 -_ R-15,. 5, Conventional framing- _ 0.056 _ _ R-157,Conventional framing. _0.050_ R-1 5 3.5, Advanced framing _ _ _ 0.057 R_-15, 5, Advanced framing 0.052 _ R-15, 7, Advanced framing 0.047 Conventional framiiN _ __ _ 0.052 R-1 9 5, Conventional framing 0.048 _ R-19, 7, Conventional framing 0.044 R 19 3 5, Advanced framing 0.049 R-19 5 Advanced framing _ _0046 R-1 9. 7, Advanced fram> 0.042 R-21, 3.5, Conventional framing 0.049 R-21, 5, Conventional framing R-21, 7,Conventional framing _0.045 0 041 R 21, 3.5, Advanced framing _ _ 0T046 _ R-21 5 Advanced framing _ _ _ 0.043 R-21, 7sAdvanced framing _ 0.039 R-23, Conventional Framing__ _ _ 0.059 _ R-23, Intermediate -Framing 0.055 R-23, Advanced - Framing 0 053 R-23, Conventional - Blown -In_ _ 0.059 R-23, Intermediate _-_Blown-in _ 0.056 R-23, Advanced -Blown-In 0.053 R-24, Conventional- - 0.057 R-24, Intermediate 0.055__ R-24, Advanced 0.052 R-14.88, 4 112" EP_S foam core panel R-22.58, 6 114" EPS foam core panel 0.040 R-29.31, 8 1/4"EPS foam core panel 0.031 Average Window U -Factor Window Designation Area of Windows) U -Factor of Assembly Window -1 7.98 0.29 Window - 2 7.98 0.29 Window - 3 11.97 0.29 Window - 4 11.97 0.29 Window - 5 11.97 0.29 Window - 6 11.97 0.29 Window - 7 11.97 0.29 Window - 8 25 0.32 Window - 9 Window -10 Window - 11 Window - 12 Window - 13 Window - 14 Window - 15 Wndow - 16 Wndow - 17 Wndow - 18 Window - 19 Window - 20 Window - 21 Window - 22 Window - 23 Window - 24 Window - 25 Window - 26 Window - 27 Window - 28 Window - 29 Window - 30 Total: S uare Feet 75.81 Average U- Factor 0.290 EXAMPLE Average Window U -Factor Window Designation Area of Window(s) U -Factor of Assembly Window -1 25 0.32 Window - 2 20 0.30 Window - 3 15 0.35 Window - 4 30 0.32 Window - 5 10 0.30 Window - 6 25 0.32 Window - 7 25 0.32 Window - 8 25 0.32 Window - 9 Window - 10 Window - 11 Window - 12 Window - 13 Window - 14 Window - 15 Wndow- 16 Wndow- 17 Wndow - 18 Window -19 Wndow - 20 Window - 21 Window - 22 Window - 23 Window - 24 Window - 25 Window - 26 Window - 27 Window - 28 Window - 29 Window - 30 Total•S S Feet 175 Average U- Factor 0.319 Instructions: 1. Enter area of window type in yellow area. 2. Enter U -Factor of window in yellow area. 3. Value in green cell will be automatically entered into Table "Standard Base Case". 4. Value in blue cell will be automatically entered into Table "Proposed Alternative". N1104.1(1) spreadsheet under N1104.1(1) spreadsheet under Note 1: Window that have the same U -Factor may be combined into one entry. For example two wood framed windows, one 25ft2 and one of 30ft2, both having a U -Factor of 0.32 can be entered as one wall with a combined area of 55ft2. Note 2: Sliding glass door and swinging glass doors, including glazed french doors with NFRC labels are considered windows, not doors. Doors without Glazing Avera a Exterior Door U -Factor Des go ation or Construction Door(s)Area of U -Factor Door Type - 1 Wood 18 0.39 Door Type - 2 18 Door Type - 2 Door Type -3 - 2 Door Type - 3 Door Type -4 0.600 Door Type - 4 Door Type -5 insulated metal Door Type - 5 Door Type -6 Door Type Door Type - 6 Door Type -7 Door Type - 7 Door Type -8 - 5 Door Type - 8 Door Type- 9 Door Type - 9 Door Type - 10 Door Type -10 Square Feet Total:j 18 Average U -Factor 1 0.390 Doors with >2.5ft2 glazing Avera a Exterior Door U -Factor Construction Des go ation or Construction Door(s)Area of U -Factor Door Type - 1 solid wood 18 Door Type - 2 Door Type - 2 Door Type - 3 20 0.600 Door Type - 4 pe - 3 insulated metal Door Type - 5 0.420 Door Type Door Type - 6 Door Type - 7 Door Type - 7 Door Type - 5 Door Type - 8 Door Type - 9 Door Type - 9 -6 Door Type -10 Door Type Total: Square Feet 0 Average U -Factor 0.000 Instructions: 1. Enter brief description of door construction in yellow area under "Construction'. 2. Enter area of door type in yellow area under "Area of Door(s)". 3. Enter U -Factor of door in yellow area under "U -Factor". ,4. Value in green cell will be automatically entered into Table N1104.1(1) spreadsheet under "Standard Base Case". 5. Value in blue cell will be automatically entered into Table N1104.1(1) spreadsheet under "Proposed Alternative". Doors that have the same U -Factor may be combined into one entry. For example, two solid wood doors, one 18ft2 and one of 20ft2, both having a U -Factor of 0.600 can be entered as one door with a combined area of 38ft2. Note 2: Sliding glass door and swinging glass doors. including glazed french doors with NFRC labels are considered windows, not doors. EXAMPLE 1 Doors without Glazing Avera a Exterior Door U -Factor Door Designation Construction Area of Door(s) U -Factor Door T e - 1 solid wood 18 0.600 Door Type - 2 solid wood 20 0.600 Door T pe - 3 insulated metal 20 0.420 Door Type -4 Door Type - 7 Door Type - 5 Door Type - 9 Door Type -6 Door Type -7 Door Type - 8 Door Type - 9 Door Type - 10 Total: Square Feet 58 Average U -Factor 0.538 or EXAMPLE 2 Doors with >2.5ft2 glazing Avera a Exterior Door U -Factor Door Designation Area of Construction Door() U -Factor Door Type - 1 solid wood 38 0.600 Door Type - 2 insulated metal 20 0.420 Door Type - 3 Door Type - 4 Door Type - 5 Door Type - 6 Door Type - 7 Door Type - 8 Door Type - 9 Door T e - 10 Square Feet Total: 1 58 Average U -Factor 0.538 Average Skylight LI -Factor Average Skylight U -Factor Skylight Designation Area of Skylight(s) U -Factor of Assembly Skylight- 1 16 0.60 Skylight- 2 10 0.58 Skylight- 3 12 0.50 Sk li ht- 4 Sk li ht- 5 Sk li ht- 6 Skylight- 7 Skylight- 8 Sk li ht- 9 Skylight- 10 Total: Square Feet Average U -Factor 0 0.000 Skylight Designation Area of Skylight(s) U -Factor of Assembly Sk li ht- 1 16 0.60 Skylight- 2 10 0.58 Skylight- 3 12 0.50 Skylight- 4 Sk li ht- 5 Skylight- 6 Skylight- 7 Skylight- 8 Sk li ht- 9 Skylight- 10 Total: Square Feet Average U -Factor 38 0.563 Instructions 1. Enter area of skylight type in yellow area. 2. Enter U -Factor of skylight in yellow area. 3. Value in green cell will be automatically entered into Table N1104.1(1) spreadsheet under "Standard Base Case". 4. Value in blue cell will be automatically entered into Table N1104.1(1) spreadsheet under "Proposed Alternative". Note: Skylights that have the same U -Factor may be combined into one entry. For example, two skylights, one 25ft2 and one of 30ft2, both having a U -Factor of 0.32 can be entered as one skylight with a combined area of 55ft2. MIXED or OTHER Wall Types Average Wall U -Factor Door Designation Construction Area of Wall(s) U -Factor Wall Type -1 Wall Type - 1 wood framed 2x6 16"oc w/ R-21 Wall Type -2 0.055 Wall Type - 2 Wall Type -3 700 0.055 Wall Type -4 8" CMU Block solid filled 75 Wall Type -5 Wall Type -4 Wall Type -6 Wall Type -5 Wall Type -7 Wall Type -8 Wall Type -9 Wall T e-7 Wall Type -10 Wall T a-8 Square Feet Total: 0 Average U -Factor 0.000 Instructions: 1. Enter brief description of wall construction in yellow area. 2. Enter area of wall type in yellow area. Wall area minus window & door area. 3. Enter U -Factor of wall in yellow area. 4. Value in green cell will be automatically entered into Table N1104.1(1) spreadsheet under "Standard Base Case". 5. Value in blue cell will be automatically entered into Table N1104.1(1) spreadsheet under "Proposed Alternative". Note: Walls that have the same U -Factor may be combined into one entry. For example, two wood framed walls, one 160ft2 and one of 700ft2, both having a U -Factor of 0.055 can be entered as one wall with a combined area of 860ft2. EXAMPLE Averaqe Wall U -Factor Door Designation Construction Area of Wall(s) U- Factor Wall Type - 1 wood framed 2x6 16"oc w/ R-21 160 0.055 Wall Type - 2 wood framed 2x6 24"oc w/ R-21 700 0.055 Wall Type - 3 8" CMU Block solid filled 75 0.300 Wall Type -4 Wall Type -5 Wall Type -6 Wall T e-7 Wall T a-8 Wall Type -9 Wall Type -10 Total: Square Feet 935 Average U -Factor 0.075 TABLE 8602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS x fl w s J z z a 1,1IN. 30 WOOD STRUCTURAL PANEL — SHEATHING ON ONE FACE MIN. 2 X4 FRAMING MIN. — DOUBLE STUDS REQUIRED. W (2)HOLD-DOWN OR(2)STRAP--TYPE a ANCHORS PER TABLE 860210.6.1 CO HOLD-DOWN FORCE (pounds) STRAP TYPE ANCHORS SHALL BE SEISMIC DESIGN CATEGORY AND WIND SPEED SUPPORtING/STORY THE WOOD STRUCTURAL PANEL Height of Braced Wall Panel TO CONCRETE FOOTING OR CONCRETE FOUNDATION �- 8 feet 9 feet 10 feet 11 feet 12 feet SDC A, B and C One story 1,800 1,800 1,800 2,000 2,200 Ultimate design wind speed < 140 mph First of two stories 3,000 3,000 3,000 3,300 3,600 SDC Dl and D2 One story 1,800 1,800 1,800 NP NP Ultimate design wind speed < 140 tnph First of two stories 31000 3,000 3,000 NP NP For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.45 N, 1 mile per hour = 0.447 m/s. NP = Not Permitted. PANEL LENGTH PER TABLE R60ZIQ5 x fl w s J z z a 1,1IN. 30 WOOD STRUCTURAL PANEL — SHEATHING ON ONE FACE MIN. 2 X4 FRAMING MIN. — DOUBLE STUDS REQUIRED. W (2)HOLD-DOWN OR(2)STRAP--TYPE a ANCHORS PER TABLE 860210.6.1 CO m OF EACH SHOWN FOR CLARITY). STRAP TYPE ANCHORS SHALL BE PERMITTED TO BEATTACHED OVER THE WOOD STRUCTURAL PANEL PANEL til UST BE ATTACHED TO CONCRETE FOOTING OR CONCRETE FOUNDATION �- WALL CONTINUOUS OVER BRACED WALL LINE (2)112" DIAMETER ANCHOR BOLTS LOCATED BETWEEN 6' AND 12' OF EACH END OF THE SEGIJENT For SI: 1 inch = 25.4 mm. FOR PANELSPLICE(IF NEEDED) ADJOINING PANELEDGES SHALLMEET OVERAND BE FASTENED TO COMMON FRA10ING SO COMMON OR GALV. BOX NAILS @ 6- O.C. AT PANEL EDGES. FOR SINGLE STORY AND @ 47 O.C. PANEL EDGES FOR THE FIRST OF 2 STORIES STUDS UNDER HEADER AS REQUIRED SD COMMON OR GALV. BOX NAILS @ 12' O.C. AT INTERIOR SUPPORTS MIN, REINFORCING OF FOUNDATION, ONE:4 BAR TOP AND BOTTOM- LAP BARS 15" MINNIUM. MINIMUM FOOTING SIZE UNDER OPENING IS 1TX 12%A TURNED -DOWN SLAB SHALL BE PERMITTEDAT DOOR OPENINGS. FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL