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HomeMy WebLinkAboutPermit Building 2020-01-07Structural Permit Application 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 SPilINGRELD �FoKecort DEPARTMENT USE ONLY Permit no.: 1>-WD032_ Date: 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 I ❑ Government I ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address:/553 $44. S f " City: ni. 4; State:6)4 ZIP. Subdivision: Lot no.: Reference: Taxlot: q %Cs PROPERTY OWNER Name: s G• a n e. Address: 5 City: StatQ � ZI ? Phone: $y�,J� I Fax: E-mail: Building Owner or Owner's agent authorizing this application: Sign here: ❑ This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Businessname: Address: /Yy/ "4jy qiN City: C�^v I State /L ZIP. Phone: - 6 —W6 2- Fax: - - E-mail''uoaQ Ge+v-00.1— r�nrIsa., ,Ca CCB license no.: 6c. YY7 Print name: Signature: SUB -CONTRACTOR INFORMATION Name CCB License # Phone Electrical Plumbing Construction type: :Mechanical Cost per square foot: Last edited 5-5-2019 BJones FEE SCHEDULE 1. Valuation information (a) Job description: r Occupancy �� Construction type: Square feet: Cost per square foot: Other information: Type of Heat: Energy Path: ❑ new ❑alteration ❑ addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: $ 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): S 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]) $ TOTAL fees and surcharges (2e+3c+4a+b): $ LD SPRINGFIELD =_ OREGON Transaction Receipt 811-20-000032-STR IVR Number: 811064383137 Receipt Number: 473470 Receipt Date: 1/7/20 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfield-or.gov www.spdngfield-or.gov Worksite address: 539 18TH ST, Springfield, OR 97477 Parcel: 17033624 00400 Fees Paid Transaction Units Description Account code Fee amount Paid amount date 1/7/20 1.00 Ea Structural plan review fee 224-00000-425602-1030 $332.36 $332.36 Payment Method: Credit card Payer: HARRISON Payment Amount: $332.36 authorization: 717012 JACOBSON INC Cashier: Katrina Anderson Receipt Total: $332.36 Printed: 1/7/20 3:22 pm Page 1 of 1 FIN_TransactionReceipt pr JOURNAL OR JOB NUMBER: NAME OR COMPANY: LOCATION: TAX LOT NUMBER: DEVELOPMENT TYPE: NEW DWELLING UNITS IMPERVIOUS AREA CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET 20-000032-DWL CHANEY 539 18TH ST 1703362400400 Residence BUILDING SIZE (SF): 0 LOT SIZE (SF)JI 0 1 MAX 45% 1 #DIVIO! I MAX 35%1 0 1. STORM DRAINAGE Mll A. REIMBURSEMENT COST: 105` DIRECT RUNOFF TO CITY STORM SYSTEM NUMBER OF FEU's x COST PER FEU A. REIMBURSEMENT COST ADT TRIP RATE x AREA DRAINING TO xCOST PER TRIP x IMPERVIOUS S.F. x x COST PER S.F. 0 DRYWELL 1 CHARGE 19.86 1125.00 1.00 $0.301 = 0 x $338.63 B. IMPROVEMENT COST ADT TRIP RATE x NUMBER OF UNITS IMPERVIOUS S.F. x COST PER TRIP COST PER S.F. NEW TRIP FACTOR CHARGE 1125.00 $0.437 = 0 $491.63 ITEM 1 TOTAL - STORM DRAINAGE SDC 1.00 = $830.25 2. SANITARY SEWER - CITY A. REIMBURSEMENT COST: NUMBER OF DFU's x COST PER DFU 11 $170.50 B. IMPROVEMENT COST: NUMBER OF DFCPs x COST PER DFU 11 $83.99 ITEM 2 TOTAL - CITY SANITARY SEWER SDC = $2,799 39 3. TRANSPORTATION Mll A. REIMBURSEMENT COST: 105` A. REIMBURSEMENT COST: NUMBER OF FEU's x COST PER FEU = 50.00 ADT TRIP RATE x NUMBER OF UNITS xCOST PER TRIP x NEW TRIP FACTOR x COST PER FEU 0 D 1 $1,620.85 19.86 COMPLIANCE COST: 1.00 = B. IMPROVEMENT COST: IvT 2EER OF FEU's x COST PER FEU ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x NEW TRIP FACTOR 0.00 1 $377.40 1.00 = ITEM 3 TOTAL - TRANSPORTATION SDC = $0.00 4. SANITARY SEWER - MWMC Mll A. REIMBURSEMENT COST: 105` _ $0.00 NUMBER OF FEU's x COST PER FEU = 50.00 0 $135.93 B. IMPROVEMENT COST: NUMBER OF FEU s x COST PER FEU D $1,620.85 C. COMPLIANCE COST: IvT 2EER OF FEU's x COST PER FEU 0 $22.82 MWMC CREDIT IF APPLIC AB I.F. (SEE REVERSE) MWMC ADMLNISTRATIVE FEE ITEM 4 TOTAL - MWMC SANITARY SEWER SDC _ 1 $0.00 SUBTOTAL (ADD ITEMS 1, 2, 3, & 4) _ I $3,629.64 1 $338.63 II 1091 $923.89 II 1092 1093 $0.00 111094 = au.uu Mll _ $0.00 105` _ $0.00 _ $0.00 1051 = 50.00 1056 5. ADMINISTRATIVE FEE: SUBTOTAL x ADM. FEE RATE = CHARGE $3,629.64 5% $181.49 TOTAL STORM ADMINISTRATION FEE $41.51 TOTAL SEWER ADMINISTRATION FEE: 139.97 TOTAL TRANSPORTATION ADMINISTRATION FEE: $0.00 TOTAT MWMC AnMTMTSTRATION FRF - T OPAT, VIM TOTAL SDC CHARGES = $3,811.13 PREPARED BY Steven Petersen DATE 1/30/2020 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 2 1 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 1 3 = 0 CLOTHESWASHER - 3 OR MORE(EA) 1 0 0 6 = 0 MOBILE HOME PARK TRAP t PER TRAILER 0 0 12 = 0 RECEPTOR FOR REFRIG / WATER STATION / ETC. 0 0 1 = 0 RECEPTOR FOR COM. SINK / DISHWASHER / ETC. 1 0 3 = 3 SHOWER,SINGLE STALL 0 0 2 = 0 SHOWER, GANG (NUMBER OF HEADS) 0 0 2 = 0 SINK: COMMERCIAL/RESIDENTIAL KITCHEN 1 1 3 = 0 SINK: COMMERCIAL BAR 0 0 2 = 0 SINK: WASH BASIN/DOUBLE LAVATORY 0 0 2 = 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 3 1 1 = 2 URINAL, STALL/ WALL 0 0 5 = 0 TO]LET, PUBLIC INSTALLATION 0 0 6 = 0 TOILET, PRIVATE INSTALLATION 2 1 3 = 3 MISCELLANEOUS DFU TYPE NUMBER OF EDUS 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 11 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE YEARJ 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. CREDIT? 2 (Enter 1 for Yes, 2 for No) BASE YEAR 1979 CREDIT FOR LAND (IF APPLICABLE) VALUE / 1000 CREDIT RATE $0.00 x $5.29 = $0.00 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE/ 1000 CREDIT RATE $0.00 x $5.29 = 0 TOTAL MWMC CREDIT = $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 MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 Re: 2780-19 24x30 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: R60690644 thru R60690645 My license renewal date for the state of Oregon is June 30, 2021. PRr7FFS �NGINEA: x/02 87022PE N �N 9 �A;PIPREGON �QC�OSMBER A. Jie .� December 23,2019 Hernandez, Marcos IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 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. sees. sees • s e0*00 • . .00000 00.00. sees.. 00 • ee.00e 0 0 00 . . 0e ..0000 0 0 00 00 •sees. 0000 0000 0e a •• • e •ecce• • • • •see 0 e se e• 0 e 0 0.000• 0••• e • e 0 • 00 0000 Job Truss Truss Type 2780-19 Al GE COMMON SUPPORTED GAB Relco Roof and Floor, Inc, Harrisburg, OR - 97446, 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 23 •10-8 12-0-0 24.0-0 4-10 -10-8 12.0.0 12.0.0 10.8 Scale = 1:41.3 04 = 10 11 3x4 = 35 34 33 32 31 30 29 28 27 28 25 24 23 22 21 20 3x4 = LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - 2-0-0 TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 12-0-0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015rrP12014 3x4 = Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 24-0-0. (lb) - Max Horz 2=61 (LC 16) Max Uplift All uplift 100 Ib or less at joints) 2, 28, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20,18 Max Grav All reactions 250 Ib or less at joint(s) 2, 28, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18,27 FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown. 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. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone and C -C Corner(3)-0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 12-0-0, Corner(3) 12-0-0 to 15-0-0, Exterior(2) 15-0-0 to 24-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • • 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 28, 30, 31, 32, • • PROF,_t: F �� _. _r/ A�c�_t E of 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. • •' N � # y �Aj;ARE�ON r;��rti ...... 00 q . He�P ..foe. • • • • • EXAAkq:;06/30/202 ... • • • • December 23,2019.... • . ® wARN1NG . Verify design parameters and READ NOTES ON THIS AND INCLUDED Ail TEK REFERENCE PAGE A111-7473 rev. 10/0312015 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is loran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design info the overall p q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTek- 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 ANSkTPlf Qualify criteria, DS949 and BCS! 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 fip9EY1L�.lB-9'vfi63— _ _ —� 24.0-0 CSI. DEFL. in TC 0.06 Vert(LL) 0.00 BC 0.04 Vert(CT) 0.00 WB 0.02 Horz(CT) 0.00 Matrix -S 19 n/r 90 BRACING - 18 nla TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 24-0-0. (lb) - Max Horz 2=61 (LC 16) Max Uplift All uplift 100 Ib or less at joints) 2, 28, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20,18 Max Grav All reactions 250 Ib or less at joint(s) 2, 28, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18,27 FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown. 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. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone and C -C Corner(3)-0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 12-0-0, Corner(3) 12-0-0 to 15-0-0, Exterior(2) 15-0-0 to 24-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • • 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 28, 30, 31, 32, • • PROF,_t: F �� _. _r/ A�c�_t E of 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. • •' N � # y �Aj;ARE�ON r;��rti ...... 00 q . He�P ..foe. • • • • • EXAAkq:;06/30/202 ... • • • • December 23,2019.... • . ® wARN1NG . Verify design parameters and READ NOTES ON THIS AND INCLUDED Ail TEK REFERENCE PAGE A111-7473 rev. 10/0312015 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is loran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design info the overall p q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTek- 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 ANSkTPlf Qualify criteria, DS949 and BCS! 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 fip9EY1L�.lB-9'vfi63— _ _ —� 24.0-0 12-0-0 (loc) I/deft Ud PLATES GRIP 18 n/r 120 MT20 2201195 19 n/r 90 18 nla n/a Weight: 113 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 24-0-0. (lb) - Max Horz 2=61 (LC 16) Max Uplift All uplift 100 Ib or less at joints) 2, 28, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20,18 Max Grav All reactions 250 Ib or less at joint(s) 2, 28, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18,27 FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown. 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. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone and C -C Corner(3)-0-10-8 to 2-1-8, Exterior(2) 2-1-8 to 12-0-0, Corner(3) 12-0-0 to 15-0-0, Exterior(2) 15-0-0 to 24-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • • 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 28, 30, 31, 32, • • PROF,_t: F �� _. _r/ A�c�_t E of 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. • •' N � # y �Aj;ARE�ON r;��rti ...... 00 q . He�P ..foe. • • • • • EXAAkq:;06/30/202 ... • • • • December 23,2019.... • . ® wARN1NG . Verify design parameters and READ NOTES ON THIS AND INCLUDED Ail TEK REFERENCE PAGE A111-7473 rev. 10/0312015 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is loran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design info the overall p q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTek- 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 ANSkTPlf Qualify criteria, DS949 and BCS! 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 fip9EY1L�.lB-9'vfi63— _ _ —� Truss Type Qly Ply 2430 R60690645 Common 14 1 _ Relco Roof and Floor, Inc, Harrisburg, OR - 97446, 8.330 s Dec 5 2019 MiTek Industries, Inc. Mon Dec 23 10:00:39 2019 Page 1 ID:Wc068UbEgMNi36?A2orCeZy66n2-a evkQJXgB_EISuDIuJrH6s6yosVwwABXC4PZRy661M 0.10.8, _ 8-0.14 _ , 12.0.0 17-7-2 24-0-0 4-10 -10-8 6.4.14 5-7-2 5-7-2 6-4-14 -10-8 Scale = 1:41.3 4x4 = 3x5 = 3x4 = 3x4 = 3x4 = 3x5 = 8-3-4 15-8-12 24-0-0 8.34 7-5-8 8.34 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.13 10-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.68 Vert(CT) -0.27 10-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Cade IRC2015rTP12014 Matrix -MS Weight: 91 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 REACTIONS. (Ib/size) 2=1064/0-5-8, 6=106410-5-8 Max Horz 2=36(LC 12) Max Uplift 2=-105(LC 8), 6=-105(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2422/409, 3-4=-2138/366, 4-5=-2138/366, 5-6=-2422/409 BOT CHORD 2-10=-33912270, 8-10=-194/1508, 6-8=-347/2270 WEBS 4-8=-82/694,5-8=-459/142,4-10=-82/694,3-10=-459/142 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. Il; Exp B; Enclosed; MWFRS (envelope) and C -C Exterior(2) -0-10-8 to 2-1-8, Inlerior(1) 2-1-8 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 24-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=11.60 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.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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) p PROF 2=105, s=los. � • ���� �N�INFF� `S'/O • 70 2PE " N +• _I�j• -7 SATG WON OS A. He • • • • EXFJR ft J?6/30/20S • • • " '• Decen1bpj J3,2019•••••. AWARNING - Vcrffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V I p ITO;` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-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, Sufte 270 A FSymbds PLATE LOCATION AND ORIENTATION + 314' Center plate on joint unless x, y offsets are indicated. l Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 _� For 4 x 2 orientation, locate plates 0- ''+6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. • • • • �a: ••Numbering Sys$e 'q�� y: -Notes 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS ci-2 C2-3 o WEBS c3� 4 O O d v U O d cr-s c6.7O C56 � BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSlLETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved Failure to Follow Could Cause Property Damage or PgersonaN"u,y • 1 1. Additional stability( Ging fo} truSs stjst0m, e.g! • • diagonal orX-brad e, is alwaA requiitd. See 9891. • 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral Voes themselves may require brim®, orsaltemative l•or I • • • • bracing shouldbe considered. • • • • • 3. Never exceed tho des Srbliading shpwn id nevj � stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. I 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 0 1 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. M!Tek 7" MiTek Engineering Reference Sheet: Mil -7473 rev. 10/03/2015 20. Design assumes manufacture in accordance with ANSIITPI 1 Quality Criteria. C) 0 r 0 0 f O C'7 � ® RLQ T a u s 5 PO BOX 84 Harrisburg , OR 541-995-6311 relcotruss.com o Indicates Left End of Truss Gooden -Harrison Construction 24x30 539 18th Springfield, OR 97477 •• • • • Loading: 25.7.10 • Spacing!' 24.A c. ' �' • Roof Pitch: 4112 Overhang: 10-112" Walls:2x6 Roof Area =861.79 2780-19 A1GE N A1GE .... �� e;• •• •• 24-00-00 • • .... eee � ® RLQ T a u s 5 PO BOX 84 Harrisburg , OR 541-995-6311 relcotruss.com o Indicates Left End of Truss Gooden -Harrison Construction 24x30 539 18th Springfield, OR 97477 •• • • • Loading: 25.7.10 • Spacing!' 24.A c. ' �' • Roof Pitch: 4112 Overhang: 10-112" Walls:2x6 Roof Area =861.79 2780-19 �01 F O R T E'CM SOLUTIONS REPORT Level, Wall: Header Current Solution: 1 piece(s) 3 1/2" x 13 1/2" 24F -V4 DF Glulam Overall Length: 16' 9" 0• – — 16 I, n 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. All Product Solutions !••!., s6•• • • • •!• Depth benign Results Actual@location Allowed {Resuilt LDF" -Load: Combihation (Pattern) Member Reaction (Its) 4540 @ 1 1/2" 6825 (3.00") Passed (67%) - 1.0 D + 1.0 S (All Spans) Shear (lbs) 3794 @ V4 1/2" 9600 Passed (40%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft -lbs) 18446 @ 8'4 1/2" 24452 Passed (75%) 1.15 1.0 D + 1.0 S (All Spans) Live Load DeFl. (in) 0.420 @ 8'4 1/2" 0.550 Passed (L/472) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.700 @ 8'4 1/2" 0.825 Passed (1_1283) -- 1.0 D + 1.0 S (All Spans) All Product Solutions !••!., s6•• • • • •!• Depth Stries Plies wood'VoWme 13 1/2" 3 1/2" 24F -V4 DF Glulam 1 85.05 14" 3 1/2" 24F -V4 DF Glulam 1 88.20 15" 3 1/2" 24F -V4 DF Glulam 1 94.50 16" 3 1/2" 24F -V4 DF Glulam 1 100.80 161/2" 3 1/2" 24F -V4 DF Glulam 1 103.95 18" 3 1/2" 24F -V4 DF Glulam 1 113.40 117/8" 5 1/2" 24F -V4 DF Glulam 1 117.56 12" 5 1/2' 24F -V4 DF Glulam 1 118.80 13 1/2" 5 1/2" 24F -V4 DF Glulam 1 133.65 14" 5 1/2" 24F -V4 DF Glulam 1 138.60 15" 5 1/2" 24F -V4 DF Glulam 1 148.50 16" 5 1/2" 24F -V4 DF Glulam 1 158.40 161/2" 5 1/2" 24F -V4 DF Glulam 1 163.35 18" 5 1/2" 24F -V4 DF Glulam 1 178.20 PASSED 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology: ASD The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. ForteWEB software Operator Job Notes Drew Stringfield Gooden -Harrison Construction Gene Stringfield Building Materials (541) 517-9719 dialadrew@gmail.com !••!., s6•• • • • •!• • • • • • :! -40"••!, •• ••0••• • 00• • ••. • • • •• • • •• • •*000 •• J• •! ••• 00 go •••• • • • ! • • •• •• •• •••• :4000• • •••!• •••• 12/31/2019 6:14:42 PM LJTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: GHBAIRD Page 1 / 1 IV r r ' 1111 � 4 I I C1 I f3�"CAcI{SD G,ds.w�E Yz" klRFERF3oAR� fRooF SMEATIkiN� ' t 5 L-5, FELT — - ---- �� l tBF�C��55 �rarnPoSrrtoe� S Nitil(�.ES -� 4' m fl t--%ir Fs,o�2 ` 5A Installation into bath f0p.p/at6S) to, )MO 50(_'D i3Luc.1c(,.f �""�OUgL� �•9d:� �'bQ QI.AT� i Lf It (`]. c I 90A OE COMPLIANCE - q?L9>�/Ire Ly' b�stnn It, L Z xLI P.T. y2„ X 1" A.B 3�0o P.S.I. MoNo�C'�4-etc. St�B -- 3a ` - 3` lf2,i m Go NT, . . ...... ...... • 9999•• 0 Do 00 IFtiati,er�� 0o0gW40Hlu6 '� •6-•• -,ffi000 .00 �•�` • 6% . . . •000./ 9606 9 . . .. 99 9• ...... 97 .... 3a ` - Sidewalk and Driveway approach recommended to be replaced DATE RECEIVED 01-07-20 JORN¢),s 20-000032-DWL ZONE LDR OCCUPANCYGROUP R3 UNIT 1 OCCU PANC'Y LOAD STORIES TYPE CONSTRICTION VB LEGAL DESCRIPTI ION 1703362400400 ADDRESS ? 9 1 S H ST OWNER NICHOLAS CHANEY THECO-VrEN7S DERE ON"H.a7•-E EEE' l;F'•�E",`"EIY�iNTi .kI I'ERAii NS NOTED O N I H F F• Lk.N S OR E` 07ACHMUff. CJ—LCNGESORALTERATIOM `-:.ADE TO THE .PPRO'VED r R-4WINGSOR PROJECT z.FTEfi THE DATE BELOWSHALL RE APPROVEDBYTEZE'--IL.DI\C- OFFICUL. CffY @F !SRWNGF1ELD.,0REG0N APPROVED BY ATE 6i43_!?/Z_6 J 0 NOTICE: This permit shall expire if the work authorized under this permit is not commenced or is abandoned for any 180 day period. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is (800)332-2344. No encroachment allowed within the 7' Public Utility Easement including, but not limited to, eaves and overhangs. Sewer Connection may be impacted by the building of the garage ea: �ox1y• pg�cHeM6o so .s,9.-7 s Approximate location of clean outs for tol jo 7 . N sewer stubs IIIu� �25 •••• , • • 64 1.• ••i •• • GJ 74 ••r•tw s• p , • t •a a • '• •' .._,•• MINIMUM SETBANS — IM"WRIOR'L'6% All measuremeritN&M from Property lirids • -Front Yard to qoUS? 10 fmt ••.... -Front Yard to Garagb 18 feef0 •••: -Side Yard to House or Gargge 5 feet • • • s -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS New street trees shall be at least 2 inches in EYCi S% SU'B NE lBa�s caliper. Street trees shall be selected from the City S � S TL Street Tree List ,MUST CALL INSPECTOR FOR _ LOCATIONS 541-7361037 Zq 1100 Connect Sanitary Sewer to 6" service connection. Field verify location. 9 ��fk sy_2�ET Connect Storm Sewer t - L, S�CZiNC,9�f.� np rsa.K' Minimum 12' wide _ _ I 3/4" rushed gravel — driveway required from edge of paving tel` Fes, lVar-3.r.�Gpl'F� "" P`' t -o � to the face of detached garage. os� NOTICE: This permit shall expire if the work authorized under this permit is not commenced or is abandoned for any 180 day period. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is (800)332-2344. No encroachment allowed within the 7' Public Utility Easement including, but not limited to, eaves and overhangs. Sewer Connection may be impacted by the building of the garage ea: �ox1y• pg�cHeM6o so .s,9.-7 s Approximate location of clean outs for tol jo 7 . N sewer stubs IIIu� �25 •••• , • • 64 1.• ••i •• • GJ 74 ••r•tw s• p , • t •a a • '• •' .._,•• MINIMUM SETBANS — IM"WRIOR'L'6% All measuremeritN&M from Property lirids • -Front Yard to qoUS? 10 fmt ••.... -Front Yard to Garagb 18 feef0 •••: -Side Yard to House or Gargge 5 feet • • • s -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS EYCi S% SU'B NE lBa�s •Qc1.1�' NOTICE: This permit shall expire if the work authorized under this permit is not commenced or is abandoned for any 180 day period. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is (800)332-2344. No encroachment allowed within the 7' Public Utility Easement including, but not limited to, eaves and overhangs. Sewer Connection may be impacted by the building of the garage ea: �ox1y• pg�cHeM6o so .s,9.-7 s Approximate location of clean outs for tol jo 7 . N sewer stubs IIIu� �25 •••• , • • 64 1.• ••i •• • GJ 74 ••r•tw s• p , • t •a a • '• •' .._,•• MINIMUM SETBANS — IM"WRIOR'L'6% All measuremeritN&M from Property lirids • -Front Yard to qoUS? 10 fmt ••.... -Front Yard to Garagb 18 feef0 •••: -Side Yard to House or Gargge 5 feet • • • s -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS