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HomeMy WebLinkAboutPermit Building 2019-12-31SPRINGFIELD City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 .. _ . Building Permit 541-726-3753 .,OREGON Residential Structural Permit Number: 811-19-002691-STR IVR Number: 811090317985 Web Address: www.springfield-or.gov Email Address: permitcenter@springfield-or.gov Permit Issued: December 31, 2019 I TYPE OF WORK Pending Category of Construction: Single Family Dwelling Type of Work: Addition Pending Calculated Job Value: $39,677.04 Struct Res Pending Description of Work: Addition 18x18 living area, adding a shower and kitchen sink Pending 1410 Underfloor Insulation JOB SITE INFORMATION Pending Worksite Address Parcel Owner: WILSON CHRISTOPHER J & 321 72ND ST 1702353101800 JONI L 1530 Exterior Shearwall Address: 321 72ND ST Springfield, OR 97478 SPRINGFIELD, OR 97478 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone OWNER - Primary CCB 000000 PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Res Pending 1260 Framing Struct Res Pending 1020 Zoning/Setbacks 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 1110 Footing Struct Res 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. 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: 12/31/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-002691-STR Page 2 of 2 Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811090317985 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store PERMIT FEES Fee Description Quantity Fee Amount Technology Fee $52.47 Plan Review - Minor, City 1 $141.00 SDC: Reimbursement Cost - Local Wastewater 511.5 $511.50 SDC: Total Sewer Administration Fee 38.17 $38.17 SDC: Total Storm Administration Fee 18.82 $18.82 SDC: Improvement Cost - Local Wastewater 251.97 $251.97 SDC: Reimbursement Cost - Storm Drainage 153.49 $153.49 SDC: Improvement Cost - Storm Drainage 222.84 $222.84 Fire SDC - New Res Construction Sq Ft fee - enter sq ftg 324 $19.44 Structural plan review fee $357.89 Structural building permit fee $550.60 State of Oregon Surcharge - Bldg (12% of applicable fees) $66.07 Total Fees: $2,384.26 VALUATION INFORMATION Construction Type Occupancy Type Unit Amount Unit Unit Cost Job Value VB R-3 1 & 2 family 324.00 Sq Ft $122.46 $39,677.04 Total Job Value: $39,677.04 Printed on: 12/31/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD SPRINGFIELD City of Springfield Development and Public Works cb Transaction Receipt 225 Fifth Street 811-19-002691-STR Springfield, OR 97477 - - 541-726-3753 OREGON IVR Number: 811090317985 permitcenter@springfield-or.gov Receipt Number: 473420 Receipt Date: 12/31/19 www.spdngfield-or.gov Worksite address: 321 72ND ST, Springfield, OR 97478 Parcel: 1702353101800 Printed: 12/31/19 11:22 am Page 1 of 1 FIN_TransactionReceipt pr Fees Paid Transaction Units Description Account code Fee amount Paid amount date 12/31/19 1.00 Ea Structural building permit fee 224-00000-425602-1030 $550.60 $550.60 12/31/19 1.00 Ea State of Oregon Surcharge - Bldg 821-00000-215004-0000 $66.07 $66.07 (12% of applicable fees) 12/31/19 ..... 153.49 Amount ----- ---- - SDC: Reimbursement Cost - Storm 617-00000-448029-8800 $153.49 $153.49 Drainage 12/31/19 222.84 Amount SDC: Improvement Cost - Storm 617-00000-448028-8800 $222.84 $222.84 Drainage 12/31/19 511.50 Amount SDC: Reimbursement Cost - Local 611-00000-448024-8800 $511.50 $511.50 Wastewater 12/31/19 251.97 Amount SDC: Improvement Cost - Local 611-00000-448025-8800 $251.97 $251.97 Wastewater 12/31/19 18.82 Amount SDC: Total Storm Administration Fee 719-00000-426604-8800 $18.82 $18.82 12/31/19 38.17 Amount SDC: Total Sewer Administration Fee 719-00000-426604-8800 $38.17 $38.17 12/31/19 1.00 Ea Plan Review - Minor, City 100-00000-425002-1039 $141.00 $141.00 12/31/19 1.00 Automatic Technology Fee 204-00000-425605-0000 $52.47 $52.47 12/31/19 324.00 SgFt Fire SDC - New Res Construction Sq 100-00000-424005-1091 $19.44 $19.44 Ft fee - enter sq ftg Payment Method: Check number: 1888 Payer: Ronda Rust Payment Amount: $2,026.37 Cashier: Katrina Anderson Receipt Total: $2,026.37 Printed: 12/31/19 11:22 am Page 1 of 1 FIN_TransactionReceipt pr Structural Permit Application SPRINGFIELD DEPARTMENT USE ONLY �. CITY • t • • * r Permit no.: l J.ODO(cPI 225 Fifth Street • Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 OREGON Date: ( 2 19 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: G City: �Z "kQState: _) Subdivision: Lot no.: Reference: Taxlot: PROPERTY OWNER Name: Cilf' i 151fcp 5 0 -n- 2Address: Address:21 z" & . City r' ' n e State: ZIP: 7Lfi Phon :�tJ 1) r ,?/ Faxlf( - Z E-mail. y s ,: Cori-' Building Ovine er's agent/ authorizing this application: Sign is`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: Address: City: State: ZIP: Phone: - - Fax: - - E-mail: CCB license no.: Print name: Signature: SUB -CONTRACTOR INFORMATION Name CCB License # Phone Electrical Construction type: Plumbing Square feet: Z Mechanical Other information: Last edited 5-5-2019 BJones 7� FEE SCHEDULE 1. Valuation information (a) Job description: Occupancy Construction type: Square feet: Z Cost per square foot: Other information: Type of lleat: ^; Energy Path: ❑ new ❑alteration addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: $ 2. Building fees (a) Permit fee (use valuation table): $ q5p. Leo (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]): $ 39-7, (b) Fire and life safety (65% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b) S 4. Miscellaneous fees (a) Seismic fee, 1% (.O1 x permit fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ TOTAL fees and surcharges (2e+3c+4a+b): $ N -e' I Property Owner Statement Regarding Construction Responsibilities Oregon Law requires residential construction permit applicants who are not licensed with the Construction Contractors Board to sign the following statement before a building permit can be issued. (ORS 701.325 (2)) This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed architect and engineer applicants, exempt from licensing under ORS 701.010 (7), need not submit this statement. This statement will be filed with the permit. Please check the appropriate box: F] I own, reside in, or will reside in the completed structure and my general contractor is: Name CCB# Expiration Date I will inform my general contractor that all subcontractors who work on the structure must be licensed with the Construction Contractors Board. or I will be performing work on property I own, a residence that I reside in, or a residence that I will reside in. If I hire subcontractors, I will hire only subcontractors licensed with the Construction Contractors Board. If I change my mind and hire a general contractor, I will select a contractor who is licensed with the CCB and will immediately give the name of the contractor to the office issuing this Building Permit. I have read and understand the Information Notice to Homeowners About Construction Responsibilities, and i hereby certify that the information on this homeowner statement is true and accurate. Print Name of ermit Applican igriature of Permit Appi" nt Date Permit #: 9( /Z__� _� I Address: ' � t!'" Issued by, Date: This Copy for Permit Offices Information Notice to Owners About Construction Responsibilities ,v- )1_/ (ORS 701.325 (3)) Homeowners acting as their own general contractors to construct a new home or make a substantial improvement to an existing structure, can prevent many problems by being aware of the following responsibilities: • Homeowners who use labor provided by workers not licensed by the Construction Contractors Board, may be considered an employer, and the workers who provide the labor may be considered employees. As an employer, you must comply with the following: • Oregon's Withholding Tax Law: Employers must withhold income taxes from employee wages at the time employees are paid. You will be liable for the tax payments even if you don't actually withhold the tax from your employees. For more information, call the Department of Revenue at 503-378-4988. • Unemployment Insurance Tax: Employers are required to pay a tax for unemployment insurance purposes on the wages of all employees. For more information, call the Oregon Employment Department at 503-947-1488_ • Oregon's Business Identification Number (BIN): is a combined number for both Oregon Withholding and Unemployment Insurance Tax. To file for a BIN, go online to the Oregon Business Registry. For questions, call 503-945-8091. • Workers Compensation Insurance: Employers are subject to the Oregon Workers Compensation Law, and must obtain Workers Compensation Insurance for their employees. If you fail to obtain Workers Compensation Insurance, you could be subject to penalties and be liable for all claim costs if one of your workers is injured on the job. For more information, call the Workers Compensation Division at the Department of Consumer and Business Services at 800-452-0288. • Tax Withholding: Employers must withhold Social Security Tax and Federal Income Tax from employee wages. You may be liable for the tax payment, even if you didn't actually withhold the tax_ For a Federal EIN number, go online to www.irs..�Lov. Other Responsibilities of Homeowners: • Code Compliance: As the permit holderfor a construction project, the homeowner is responsible for notifying building officials at the appropriate times, so that the required inspections can be , performed. Homeowners are also responsible for resolving any failure to meet code requirements that may be found through inspections. • Property Damage and Liability Insurance: Homeowners acting as their own contractors should contact their insurance agent to ensure adequate insurance coverage for accidents and omissions, such as falling tools, paint overspray, water damage from pipe punctures, fire, or work that must be redone. Liability Insurance must be sufficient to cover injuries to persons on the job site who are not otherwise covered as employees by Workers Compensation Insurance. • Expertise: Homeowners should make sure they have the skills to act as their own general contractor, and the expertise required to coordinate the work of both rough -in and finish trades. CONSTRUCTION CONTRACTORS BOARD PO Box 14140, Salem, OR 97309-5052 Telephone: 503-378621 — Fax: 503-373-2007 Website Address: www-oregon.govLocb This Copy for Permit ENERGY EFFICIENCY TABLE N1101.1(2) ADDITIONAL MEASURES For SI: 1 square foot = 0.093 m2, 1 watt per square foot =10.8 W/m2. 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 U -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.l(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 a ciency wails 1 — - terior walls—U-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) Upgraded features 3 Exterior walls—U-0.055/R-23 intermediate or R-21 advanced, 6 d 1 Flat ceiling`—U-0.017/R-60, and E o Framed floors—U-0.026/R-38 Super insulated Windows and Attic OR Framed Floors L m 4 Windows—U-0.22 (Triple Pane Low -e), and ur " Flat ceiling'—U-0.017/R-60 or a Framed floors—U-0.026/R-38 o ID 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 High efficiency thermal envelope UA9 6 1 — Proposed UA is 8% lower than the code UA High efficiency HVAC systema f A Gas-fired furnace or boiler AFUE 94%, or ' v Air source heat pump HSPF 9.5/15.0 SEER cooling, or g Ground source heat pump COP 3.5 or Energy Star rated Ducted HVAC systems within conditioned space , o B All ducts and air handlers contained within building enveloped ° m_ Cannot be combined with Measure 5 to C Ductless heat pump c Ductless heat pump HSPF 10.0 in primary zone of dwelliag v High efficiency water heater' D 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, 1 watt per square foot =10.8 W/m2. 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 U -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.l(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 CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET JOURNAL OR JOB NUMBER: NAME OR COMPANY: LOCATION: TAX LOT NUMBER: DEVELOPMENT TYPE: NEW DWELLING UNITS IMPERVIOUS AREA 19-002691-STR Christopher Wilson 321 72nd St 1702353101800 Single Family Residence 1 BUILDING SIZE (SF): 0 11 MAX 45% 0 LOT SIZE (SF)II MAX 35%1 0 0 1. STORM DRAINAGE ICOSTPERFEU 0 DIRECT RUNOFF TO CITY STORM SYSTEM B. IMPROVEMENT COST: A. REIMBURSEMENT COST AREA DRAINING TO x I COST PER FEU IMPERVIOUS S.F. x COST PER S.F. DRYWEIL CHARGE C. 509.94 $0.301 = 0 $153.49 $153.49 B. IMPROVEMENT COST COST PER FEU 0 IMPERVIOUS S.F. x COST PER S.F. CHARGE 509.94 $0.437 = 0 $222.84 $222.84 ITEM 1 TOTAL - STORM DRAINAGE SDC $376.34 2. SANITARY SEWER - CITY A. REIMBURSEMENT COST: NUMBER OF DFII s x COST PER DFU 3 $170.50 = $511.50 B. IMPROVEMENT COST: NUMBER OF DFU's x COST PER DFU 3 $83.99 = $25I.97 ITEM 2 TOTAL - CITY SANITARY SEWER SDC = $763.47 3.1 RAN SPORTATION A. REIMBURSEMENT COST: ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x NEW TRIP FACTOR 9.57 0 19.86 1.00 = $0.00 B. IMPROVEMENT COST: ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x I -'EW TRIP FACTOR 9.57 0 $377.40 1.00 = $0.00 ITEM 3 TOTAL - TRANSPORTATION SDC = $0.00 4. SANITARY SEWER- MWMC A. REIMBURSEMENT COST: NUMBER OF FEU's ICOSTPERFEU 0 $135.93 B. IMPROVEMENT COST: NUMBER OF FEUs x I COST PER FEU 01 $1,620.85 C. COMPLIANCE COST: NUMBER OF FEUs x COST PER FEU 0 1 $22.82 MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE ITEM 4 TOTAL - MWMC SANITARY SEWER SDC SUBTOTAL (ADD ITEMS 1, 2, 3, & 4) $0.00 $1,139.81 1091 1092 1093 1094 $0.00 1 _ $0.00 1 $0.00 $0.00 = en nn 5- ADMINISTRATIVE FEE: SUBTOTAL x ADM. FEE RATE = CHARGE $1,139.81 1 5% $57.00 TOTAL STORM ADMINISTRATION FEE $18.82 TOTAL SEWER ADMINISTRATION FEE: 38.17 TOTAL TRANSPORTATION ADMINISTRATION FEE: $0.00 TOTAL MWMC ADMINISTRATION FEE - LOCAL $0.00 TOTAL SDC CHARGES = 1 $1,196.81 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 UNIT NEW OLD EQUIVALENT DRAINAGE FIXTURE 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 (I 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 1 0 2 = 2 SHOWER, GANG BER 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 1 0 1 = 1 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 DFUs) set at 167 gallons per day 0 3 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 I for Yes, 2 for No) BASE YEAR CREDIT FOR LAND tIF APPLICABLE) 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 MV MC CREDIT = 0 0 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 V, n rD O v 0 (D' n r -r r O UQ a, Z3 Q rD 0 1+ O CL a) CL rD v c v D' Ln rD n rr O� O m h O D n n m v Di D rD rD CL O 0- rD h m CT rD O rD rD 1+ zT rD rD CL VI CFQ' D rD CL rD n n' ar m 0 n' a O 0 n rD Q D CL CL Su (D = N s^ (D m rn+, sv � 0 c N � � r O — r S2 7 I CD Z Or O S D o i rD 0 OQ 3 Su i aC T G N iL Ln ( 3 ` CU n s ET `^ c a � (D f r rD rD al F f � c sz � sv CL CL - M N : N f � f � c N = c Q rD N v rZ sv C rn ❑. o h rt r c o' s 0 3 (D f O lu r3r �* m M 3 3 C 7 '* rD o s m n M + rD ieD M n r3+ 1 s o 3 0 3 O L 1 s n 1 1 I Z r r0+ m im L = I C 3 S rD SU r+ m CL v N (D v 0 rD Ln3 lu CL rD a- O r+ rD O 00 O c N c 3 r+ rD 0 sv rD (D O E rD F C1 N rD CA O m 7 N O a- (A - r+ r+ rD SL 7 CL n h �G N fD s s M rD n n a o rD sv 3 LA i74 N M N N SS) {S2 JID OI O n M N N 3 111 a N n n 0 m rD m N c (D N r+ LL Ln 3 (D rD n O 0- n rD n 3' 3 c 3 0 O 3 N' lD rD n X, v Cr m n va rD m m m rD rD al m n o o n _ 3 3 o m o rD o rD o c m as n =,; O 0 3 < O1 ry, C 3 S2 al � � Q- sv N n oo rD -h °° o- rDQ rD d N O" N rr; y rt y rD tu. rD N O rrDD 3 C vNi 7 rD a- W0-0 CA 3 LA N �. 7 0l 3' Q O rD n _, + S2 O Q K 3 O -a w O O O O a- c N O v N `" o -T3 N r+ cr _N o x O 3 v en -t (D y _ N M N N O O r O rD CU --,-a w s 3 N rD rD X 3 �' O— Q. 3 X = C CL00. 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KNEEllia: dE iF DJrr+ � n O ) rD r+ r F r+ S G1 rD rr 0 r+ S fD 7 Q. rD D C) o' rD :3 -0 Lq C. 00 7' � o r+ � 3' rD r+ rn+ S rt rD 03 r+ O n' ;;K rD m m Q - Q < (D � (D CL 0 r+ v0, N • n H ao n. rD rD (D �+ rr S nI 7 rr G (D N N N N u U m m rD a, n n n O_ (D T 7r X r+ L — S O rrD n O rD S 3 rD v rD O _ rD3 `n' O v 0 M-' y (DN ago `" c u o a oa rD v 3 0- O O x_ S rD r* O O 3 y D) o = 1 r+ N S QQ O Vf 0 � � c P. CL Ln � v r* r~ 0 o N. LM — Ln fD v o m m : m 2 CL :3 :3 �• Cl) =3 r+ S 3aq . M rD n (D rD S r+ 7 rD (D Cr r+ s m S o n v S rD 7c- r+ (D Ln `n r+ n C O 0 S -0 O Q O o. o 3 S m -c o. S — O r+ o0 o rD rt LA o lD 0 c (D r+ v rD w m (D 7 _< CA v rD S o- i r~ m S' _0 o, 0 0 L rD r -D � O � 3 D C-) S V1 MO 1 6 Z t,3 r r D D v rD 3 75 Lig ENERGY EFFICIENCY TABLE N1101.1(2) ADDITIONAL MEASURES For SI: 1 square foot = 0.093 m2, 1 watt per square foot = 10.8 W/m'. 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 U -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.l(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 ciency walls tenor walls—U-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) Upgraded features 3 Exterior walls—U-0.055/R-23 intermediate or R-21 advanced, dFlat ceiling'—U-0.017/R-60, and E o Framed floors—U-0.026/R-38 Super Insulated Windows and Attic OR Framed Floors W.2 N ¢Windows—U 0.22 (Triple Pane Low -e), and ui " Flat ceiling'—U-0.017/R-60 or a Framed floors—U-0.026/R-38 0 i Air sealing home and ducts U3 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 High efficiency thermal envelope UA9 6 Proposed UA is 8% lower than the code UA High efficiency HVAC systema A Gas-fired furnace or boiler AFUE 94%, or ' Air source heat pump HSPF 9.5/15.0 SEER cooling, or g Ground source heat pump COP 3.5 or Energy Star rated Ducted HVAC systems within conditioned space ,0 B All ducts and air handlers contained within building enveloped 6 Cannot be combined with Measure 5 m C Ductless heat pump y c Ductless heat pump HSPF 10.0 in primary zone of dwelling High efficiency water heater' D 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, 1 watt per square foot = 10.8 W/m'. 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 U -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.l(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 TSE Engineering Re: J 1049331 Wilson, Bill 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: I13069311 thru I13069316 My license renewal date for the state of Oregon is December 31, 2020. 9 lieCE •000.0 OREGON 00.00 0000 ..:..' 7n 16182 04• • • • SEN 0000•• ' 3 L November 22,2019 • • 0000•• • • • 0000 Terry Powell • • • • • • • • ...... .... The seal on these drawings indicate acceptance of professional engineering responsibilitj.siolely for the .' truss components shown. The suitability and use of this component for any particular.bvblding is t1s..: • ' .... responsibility of the building designer, per ANSUTPI 1. • •" • .' 0 00 ...... Job Truss Truss Type Qty Ply Wilson, Bill J1049331 A1GE Scissor Supported Gable 1 1 113069311 Job Reference (optional. The Truss Company (Eugene), Eugene, OR - 97402, 8.320 s Oct 29 2019 MiTek Industries, Inc. Thu Nov 21 17:05:56 2019 Page 1 ID:dOgaO4DvC74kvh6_uimlN2yGutU4ndsb9Ka770MW?7xB4T6uh71rpR78_7NjCtrNpyGukf -2-0-0 9-M 18-0-0 20-0-0 2-M 9-" 9-0-0 2-0-0 Scale = 1:35.8 4x4 6 5 7 5.00 ;12 4 y 8 3 9 15 16 14 _ 2 18 17 5x5 = 13 12 ---- ~_ 10 w 3x4 = 2.00 3x4 PLATES MT20 GRIP 220/195 Weight: 72 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or6.0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 60-0 oc bracing, Except WEBS 2x4 DF Stud 10-0-0 oc bracing: 16-17,13.14. OTHERS 2x4 DF Stud REACTIONS. All bearings 18-0-0. (Ib) - Max Horz 2=-65(LC 15) Max Uplift All uplift 1001b or less atjoint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 25016 or less at joint(s) 15, 16, 17, 14, 13 except 2=329(LC 1), 10=329(LC 1), 18=396(LC 17), 12=396(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-18=-316/129, 9-12=-316/129 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Grp 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 loads 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 11; 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 nonconcument 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 3-60 tall by 2-0.0 wide will Tit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 12) Beveled plate or shim required to provide full bearing surface with buss chord at joint(s) 15, 16, 17, 18, 14, 13, 12. 0000 • • •••••• ••••• • rG QEF •. 'r1 22PE 9 OREGON �-•�y • 81082 '. ■ RE14"12131/20 • • • • November 22,2019 WARNING- ✓army design paramalem and READ NOTES ON THISAND INCLUDED MITEKREFERENCE PAGEMII.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 bracingg consult ANSUTPII Quality Criteria, DSB-89 and BCSI1 Building Component Safety Infonnauon available from Truss Plate Institute, 583 D 8nw. Drive, Madison, WI 53719. L11eTRUSSCO. INC. 9-0-0 18-0-0 9-M 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) 0.01 11 n/r 120 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) 0.01 11 n/r 90 TCDL 8.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 10 n/a n/a BCDL 0.0 Code IRC2015/TPI2014 Matrix -SH BCDL 7.0 PLATES MT20 GRIP 220/195 Weight: 72 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or6.0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 60-0 oc bracing, Except WEBS 2x4 DF Stud 10-0-0 oc bracing: 16-17,13.14. OTHERS 2x4 DF Stud REACTIONS. All bearings 18-0-0. (Ib) - Max Horz 2=-65(LC 15) Max Uplift All uplift 1001b or less atjoint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 25016 or less at joint(s) 15, 16, 17, 14, 13 except 2=329(LC 1), 10=329(LC 1), 18=396(LC 17), 12=396(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-18=-316/129, 9-12=-316/129 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Grp 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 loads 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 11; 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 nonconcument 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 3-60 tall by 2-0.0 wide will Tit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 12) Beveled plate or shim required to provide full bearing surface with buss chord at joint(s) 15, 16, 17, 18, 14, 13, 12. 0000 • • •••••• ••••• • rG QEF •. 'r1 22PE 9 OREGON �-•�y • 81082 '. ■ RE14"12131/20 • • • • November 22,2019 WARNING- ✓army design paramalem and READ NOTES ON THISAND INCLUDED MITEKREFERENCE PAGEMII.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 bracingg consult ANSUTPII Quality Criteria, DSB-89 and BCSI1 Building Component Safety Infonnauon available from Truss Plate Institute, 583 D 8nw. Drive, Madison, WI 53719. L11eTRUSSCO. INC. * Job Truss Truss Type J 1049331 lag Scissor The Truss Company (Eugene), Eugene, OR - 97402, -2-0-0 4-10-12 2-M 4-10-12 5.00 12 1.5x4 15 3 2 3x5 2.00 12 9-M 9-" Qty Pry Wilson, BIII g 1 113069312 Job Reference (optional. 8.320 5 Oct 29 2019 MiTek Industries, Inc. Thu Nov 21 17:05:57 2019 Page 1 ID:dOgaO4DvC?4kvh6-uimlN2yGutU-LzBEoVKCuR8D7Bi7lo-LRvgA7Dg5tNxWysdPvGyGuke 9-0-0 13-1-4 18-0-0 20-0-0 4-1-4 4-1-4 4-10-12 2-0-0 Scale= 1:35.8 4x4 = 4 8 5x8 1.5x4 = 16 5 18-M 9-M 3x5 6 Plate Offsets :X,• i- 14:0-2-0,0-2-4; LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.14 8-11 >999 360 MT20 220/195 (Roof Snow --25.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.25 B-11 >849 240 TCDL 8.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.10 6 n/a Na BCLL 0.0 ' BCDL 7.0 Code IRC2015/TPI2014 Matrix -MSH Weight 72 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF Not TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 1000 oc bracing. WEBS 2x4 DF Stud REACTIONS. (Ib/size) 2=852/0-5-8, 6=852/0-5-8 Max Horz 2=65(LC 10) Max Uplift 2=-135(LC 10), 6=-135(LC 11) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2050/293, 3-4=-1529/137, 4-5=-1529/148, 5-6=-2050/252 BOT CHORD 2-8=-274/1879, 6-8=-170/1879 WEBS 4.8=-26/833, 5-8=-590/203, 3.8=-590/198 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.8psf; BCDL=42psf, 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.; CY--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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=135, 6=135. 6..666 6666 OREGON 7W82 _ 6066• • • 6.06• •0600• • REAEAM 12131120 • • • • November 22,2019 ® INARNNG-ver* design parameters and -4D NOTES ON --D 11vLuDEDM/TEKREFERENCE PAGEMII-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 bracingg, consult ANS gl1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. t1'@ i iGUSSCO. INC. Job Truss J1049331 A3 The Truss Company (Eugene), Eugene, OR - 97402, 4-10-12 4-10-12 Truss Type Scissor 4-1-4 4x4 = Qty Ply Wilson, Bill 1 1 113069313 Job Reference loptionali 8.320 s Oct 29 2019 MiTek Industries, Inc. Thu Nov 21 17:05:58 2019 Page 1 ID:dOgaO4DvC?4kvh6_uim IN2yGutU-p91dOrLgfIG411H KJ V Va_6CMVc05cgtgB WMySiyGukd _ 13-1-4 18-0-0 4-1-4 4-10-12 WEBS 2x4 DF Stud REACTIONS. (Ib/size) 1=72010-5-8,5=72010-5-8 Max Horz 1=53(LC 10) Max Uplift 1=-96(LC 10), 5=-96(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All fomes 250 (lb) or less except when shown. TOP CHORD 1-2=-2152/331, 2-3=-1594/159,3-4=-1594/170, 4-5=-2152!297 BOTCHORD 1-6=-324/1992, 5-6=-239/1992 WEBS 3-6=-45/893, 4-6=-614/220, 2-6=-614/216 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 lost (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 a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' 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. 6) Bearing atjoings) 1, 5 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5. A WARNING- Venfydesign peramefers and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE11,0167478 BEFORE USE. Design valid foronly with MiTek connectors. This designn 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 permanem bracing of the overall structure is the responsibility of the building designer. For general guidance reggarding fabrication, quality contra/, storage, delivery erection and bracing, consult ANSUTPII Quality Criteria, DSB-88 and BCSh Building Component Safety Information available from Truss Plate Institute, 583 D'g notrio Drive, Madison, WI 53719. 0000 0000 • 0000•• • Scale = 129.3 5 3x5 = 0000• 0000• 0000•• ')•14k 0000 0/000•• REA14111642/31/20 • *00 November 22,2019 theTRUSSco. INC. 3 5.00 X12 _ 1.5x4 = 13 14 1.5x4 ~_ 4 2 5xB - �- 1 3x5 = 2.00 12 9-0-0 18-0-0 9-M 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 (Roof Snow= -25.0) Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.14 6-9 1999 360 MT20 220/195 TCDL 8.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.26 6-9 1827 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.10 5 n/a n/a BCDL 7.0 Code IRC2015frP12014 Matrix -MSH Weight: 66 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-13 cc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 DF Stud REACTIONS. (Ib/size) 1=72010-5-8,5=72010-5-8 Max Horz 1=53(LC 10) Max Uplift 1=-96(LC 10), 5=-96(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All fomes 250 (lb) or less except when shown. TOP CHORD 1-2=-2152/331, 2-3=-1594/159,3-4=-1594/170, 4-5=-2152!297 BOTCHORD 1-6=-324/1992, 5-6=-239/1992 WEBS 3-6=-45/893, 4-6=-614/220, 2-6=-614/216 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 lost (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 a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' 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. 6) Bearing atjoings) 1, 5 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5. A WARNING- Venfydesign peramefers and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE11,0167478 BEFORE USE. Design valid foronly with MiTek connectors. This designn 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 permanem bracing of the overall structure is the responsibility of the building designer. For general guidance reggarding fabrication, quality contra/, storage, delivery erection and bracing, consult ANSUTPII Quality Criteria, DSB-88 and BCSh Building Component Safety Information available from Truss Plate Institute, 583 D'g notrio Drive, Madison, WI 53719. 0000 0000 • 0000•• • Scale = 129.3 5 3x5 = 0000• 0000• 0000•• ')•14k 0000 0/000•• REA14111642/31/20 • *00 November 22,2019 theTRUSSco. INC. Job Truss Truss Type Qty Pty Wilson, 8111 J1049331 V1 Valley 1 1 113069314 Job Reference (optional - The Truss Company (Eugene), Eugene, OR - 97402, 8.320 s Oct 29 2019 MITek Industries, Inc. Thu Nov 21 17:05:59 2019 Page 1 ID: dOgaO4DvC74kvh6—uim I N2yGutU-HMJ?DBMSQ2OxN SsWsDOp WKIa40Uq LL3pPA6V_8yGukc 6-10-14 139-12 6-10-14 6-10-14 Scale = 1:22.0 4x4 3 5.00 12 10 1.5x4 9 15x4 11 4 2 5 1 � •d d k d 8 7 6 3x4 % 1.5x4 1.5x4 1.5x4 3x4 0-010 13-9-12 0-0-10 13-9-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow= -25. 0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - Na 999 TCDL 8.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a Na BCLL 0.0 Code IRC20151-FP12014 Matrix -SH Weight 43 lb FT = 20% BCDL 7.0 LUMBER- BRACING - TOP CHORD 2x4 OF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF Stud REACTIONS. All bearings 13-8-8. (Ib) - Max Horz 1=-37(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5, 6.8 Max Grav All reactions 250 Ib or less at joint(s) 1, 5, 7 except 6=309(LC 17), 8=309(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.Spsf; BCDL=4.2psf, h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever leftand 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 (fiat roof snow); Category 11; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 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) 1, 5, 6, 8. 0000•: 0000• •6 •s••• • •• 0 • • 0 • 00:00• 00000 0 • 0 lap E •0• • • •• •- • • •o 00:0* ••• ••• GON Maw • :::so 0000• IP 006:0• • • • 0000 RENEWWO- 12/31/20 November 22,2019 - MEOW- ® WARNING- Uerflydeslgn parameters and READ NOTES ON 7PllS AND INCLUDED MITEKREFERENCE PAGEMII-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 buildingg designer. For general guidance reggarding ANSM11 fabrication, quality control, storage, delivery erection and bracingg, consult Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7,� tlJ.@TRUSSCO. INC. • Job Truss Truss Type J1049331 V2 Valley The Truss Company (Eugene), Eugene, OR - 97402, 4-10-14 4-10-14 Qty Ply Wilson, Bill 1 1 113069315 Job Reference optional, 8.320 s Oct 29 2019 MiTek Industries, Inc. Thu Nov 21 17;06:00 2019 Page 1 ID:dOgaO4DvC74kvh6_uim IN2yGutU-IYsNRXN4AM Wo_ cRiQwX23X117Qg74oPzegr3 WayGukb 9-9-12 4-10-14 Scale= 1:17.7 4x4 = 3 5.00 12 1.5x4 4 1.5x4 2 1 - v a — — d 8 7 6 3x4 1.5x4 1.5x4 1.5x4 3x4 5 0:• 10 9-9-12 D -c -r 0 9-9-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lld PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) We - We 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a n/a 999 TCLL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 5 n/a nfa BCDL 0.0 ' BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Weight: 30 lb FT 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud REACTIONS. All bearings 9-8-8. (lb) - Max Horz 1=25(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s) 1, 5, 6, 8 except 7=-144(LC 1) Max Grav All reactions 250 to or less at joint(s) 1, 5, 7 except 6=303(LC 1), 8=303(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult--120mph (3 -second gust) Vasd=95mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. ll; 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 11; Exp B; Partially Exp.; CY--1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 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) 1, 5, 6, 8 except Qt -1b) 7=144. :*woo • 1��v1vv 0.00•• • i • •6 0000 RENE4IWA• 131120 November 22,2019 ® WARNING-Vert/ydeslgn parametersand READ NOTES ON THIS AND INCLUDED MITEKREFERENCEPAGEMI67473 BEFOREUSE. 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 build' designer. For general guidance regardiny fabrication, quality control, storage, delivery, erection and bracingg, consult ANS1911 Quality Criteria, DSB49 and BCSIt Budding Component f1** Safety Irdormadon available from Truss Plate Institute, 563 D'Onofrio Drive, Madison, WI 53719. tYLeTacY SSCP. INC. Job Truss Truss Type Ory Ply Wilson, 6111 J 1049331 113 Valley 1 1 113069316 _ - Job Reference ioptional, The Truss Company (Eugene), Eugene, OR - 97402, 8.320 s Oct 29 2019 MiTek Industries. Inc. Thu Nov 21 17:06:012019 Page 1 ID: dOgaO4DvC?4kvh6_uim I N2yGutU-DkQlesN ixgefcmOu_e2HblgwNg7f0FH6tUbc21 yGuka 2-10-14 5-9-12 2-10-14 2-10-14 Scale= 1:10.7 3x6 = 2 5.00 12 0�5 — 3 eg a ------------------ 3x4 5-9-2 5-9-2 3x4 5-9.12 6Z4 C) Plate Offsets X,' — 12:0.3-0,Edge _ LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25. Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25Lumber DOL 1.15 BC 0.16 Vert(CT) We - Na 999 80 TCLL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a We BCDL 0.0 ' Code IRC2015ITPI2014 Matrix -P Weight 141b F7 20% BCDL 7.0 LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 1=172/5-8-8,3=172/5-8-8 Max Horz 1=-13(LC 11) Max Uplift 1=-23(LC 10), 3=-23(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vu1r120mph (3 -second gust) Vasd=95mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; Enclosed; M WFRS (envelope) gable end zone; cantilever left and rightexposed ; and vertical leftand 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) Gable requires continuous bottom chord bearing. 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 an 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) 1, 3. 0000•• 0000. • 0000♦ • •• a • • s • 000•• ( /i .••�•• 0Cp fl�f 000le0 • ♦ L11 ' d00 000 • • �' � • ?PE 'A • •: .Is • •• 00 see ••� OREGON • 7M6A62 0.000. %' • V4 0000 Is • ••r• RENEVA-12•131120 November 22,2019 A immm0 - Vedry design pararn tets and READ N07ES ON THIS AND INCLUDED M?EKREFERENCEPAGE Miti7473 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 P erector. Additional permanent bracing of the overall structure is the responsibility of the buildingg designer. For general guidance regarding .. - fabrication, quality control, storage, delivery, erection and bracing, consult ANS911 Quality Criteria, DSB-89 and BCS11 Building Component tf Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. tlZt eTRUSSCO. 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CLL 2 o r c _ � •0 a ti x� oao� •� >rn�CL o .s; CL w Q N > U a< a ti Q- N J LL m W ` c g -� c ROOF NOTES: ° C9 COMPOSITION ROOF y r ROOF PITCH: 5112 7a) - OVERHANG: OVERHANG: 2-00-00 U o TOP CHORD LIVE LOAD: 25 psf TOP CHORD DEAD LOAD: 8 psf N m Q BOTTOM CHORD DEAD LOAD: 7 psf WIND LOAD & EXPOSURE: Vult 120 mph - Exp. B p a Z TRUSS TO PLATE CONNECTION BY OTHERS ai = o LAYOUT NOT TO SCALE 0 a a GENERAL NOTES U CD I P r THIS DRAWING PROVIDES TRUSS DIMENSIONS AND LOCATIONS ONLY Q� I� ' N N AND SHALL ALWAYS BE USED IN CONJUNCTION WITH APPROVED ARCHITECTUAL AND STRUCTURAL DRAWINGS -0 r w T z Q , o N THE GENERAL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN cN WRITING AND BE RESPONSIBLE FOR REPORTING ANY Q M O r DISCREPANCIES TO THE MANUFACTURER PRIOR TO FABRICATION. 3 TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING ARE IN PLACE AND FASTENED. FOR ERECTION AND BRACING RECOMMENDATIONS, SEE THE ENCLOSED BCSI-B1 & BCSI-B3 U SUMMARY SHEETS. 4 -� BEFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED U TRUSS DRAWINGS. LOCATE THE TOP AND BOTTOM CHORDS, AND • • •\ • • • PLACE TRUSSES ACCORDINGLY- BRACE INDICATED ON THE ENGINEERED TRUSS DRAWINGS IS MANDITORY AN DPtRMAN NT. • .60 • • C s • • ?• • '•• •, FOLLOW PROJECT ENGINEERS / DESIGNERS INSTRIJ Will;i TIE • • • DOWNS, NAILING AND OVERALL SWAY BRACING. • I y • • ib•••• C DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT • • • • r WRITTEN AUTHORIZATION FROM THE TRUSSCO & BUILDING, SUPPLY. • • • THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY•OF ANY o00000* ALTERATION OF A TRUSS WITHOUT WRITTEN APPRO4WA FROM THE • • • • • TRUSSCO & BUILDING SUPPLY. • a • 000000 • • • •••••• 0100 SUPERIMPOSED LOADS: ••• • • • A. NO MATERIAL SHALL BE STORED ON A TRUSS SY"F•AiL# IL ALL • -1 • PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED. • • • • 0 • • • • • •• •• NZ ••••• B. CONCENTRATED & UNIFORM LOADS DUE TO CONSTRUCTION • • • o m s 'w - AND/OR OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY • � • • a.'. •"• THE TRUSS DESIGNER AS TO WEIGHT AND LOCATION. 9 v.2 C. LOADS SHALL NOT BE SUSPENDED FROM THE BOTTOM CHORDS y o n OF TRUSSES UNLESS THE TRUSSES HAVE BEEN DESIGNED TO c z a -o SAFELY CARRY THE APPLIED LOAD. n m E rn > R � s>0 . IMPORTANT: ¢ > a) a 1. SEE SCSI -Bl SUMMARY SHEET FOR HANDLING, INSTALLING, c ? ;� a RESTRAINING AND TEMPORARY BRACING REQUIREMENTS. n 2 c o �a-Wz 2. SEE ENGINEERED TRUSS DRAWINGS AND SUPPLIED BCSI-63 FOR PERMANENT BRACING REQUIREMENTS