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Permit Building 2019-07-26
SPRINGFIELD e"00 6 aRl:colr Web Address: www.springfield-or.gov Building Permit Residential Structural Permit Number: 811-19-001064-STR IVR Number: 811021521439 Permit Issued: July 26, 2019 TYPE OF WORK Category of Construction: Detached Accessory Struct Type of Work: New Calculated Job Value: $15,593.60 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov Description of Work: New Shop JOB SITE INFORMATION Worksite Address Parcel Owner: SILVA JOANNE V & DANNA 5883 G ST 1702342200417 GUY R Address: 5883 G ST Springfield, OR 97478 SPRINGFIELD, OR 97478 LICENSED PROFESSIONAL INFORMATION Business Name BUILDTEK CONSTRUCTION INCORPORATED - Primary Inspection 1999 Final Building 1260 Framing 1110 Footing 1120 Foundation 1430 Insulation Wall 1020 Zoning/Setbacks License License Number Phone CCB 221549 541-636-3505 PENDING INSPECTIONS Inspection Group Struct Res Struct Res Strutt Res Struct Res Strutt Res Struct Res Inspection Status Pending Pending Pending Pending Pending Pending 1530 Exterior Shearwall 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. Schedule or track inspections at www.buiIdingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811021521439 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store 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 compiled 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: 7/26/19 Page 1 of 2 C:\myReports/reports//production/Dl STANDARD Permit Number: 811-19-001064-STR Page 2 of 2 PERMIT FEES Fee Description Quantity Fee Amount Technology Fee $29.71 Plan Review - Minor, City 1 $137.00 SDC: Improvement Cost - Storm Drainage 135.68 $135.68 SDC: Improvement Cost - Local Wastewater 570.78 $570.78 SDC: Reimbursement Cost - Local Wastewater 1158.78 $1,158.78 SDC: Reimbursement Cost - Storm Drainage 94.08 $94.08 Fire SDC - New Res Construction Sq Ft fee - enter sq ftg 320 $19.20 Structural plan review fee $180.10 Structural building permit fee $277.08 State of Oregon Surcharge - Bldg (12% of applicable fees) $33.25 Total Fees: $2,635.66 VALUATION INFORMATION Construction Type Occupancy Type Unit Amount Unit Unit Cost Job Value VB U Utility, misc. 320.00 Sq Ft $48.73 $15,593.60 Total Job Value: $15,593.60 Printed on: 7/26/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD p t/i Y n M > lV Y n Ln o y_ o vvn rn 3Enm `o CL V O n g Cn 7 L r Er - 0. rn p C N 0) Ln ,i 10 p1 N UY a) n Ci C (n n C o u w += N E � v CL 4.0 m r- CLCD O •W WV Y. d T 0 N P� et w N V Q � Z a LL ! r co Q _a •d C a) c LL O C C O 0 7 O N E n M M C14 Efl d LL d M O O O r O N It O O to to Co O 'O N N O O o o O 0 0 o 0 0 Q N coN •C m IL OCOO co M co Cf} r r to d4 co co co Co co t-- 4 4 6 CO W, M_ - T (fl O O O O O O co O co co co co O)6 4 N N N O O O Go co co O O O 0 0 0 qi i I- CD CO Cfl CO CD O !� N O- M N to O' to its co O O n O n N O h N CA In M_ 6F> FA O O O OM O O CO O O O co7 O _ 1 6 6 N 6 N O O O O O ID O co O O 11 It 04 04 C14 o O O O O O O O 0 0 0 0 0 0 0 0 — r r r m r- d 0 rn CD m m 0 O LL c C a) c LL O C CN ❑ Q N n H rn N ❑ o m � O m c O rn 00LO 0 s OAC O i6 N -p y M w p --� 'a O p) ca CU C C r d y N o J O C O 0 7 O N E n M M C14 Efl d LL d M O O O r O N It O O to to Co O 'O N N O O o o O 0 0 o 0 0 Q N coN •C m IL OCOO co M co Cf} r r to d4 co co co Co co t-- 4 4 6 CO W, M_ - T (fl O O O O O O co O co co co co O)6 4 N N N O O O Go co co O O O 0 0 0 qi i I- CD CO Cfl CO CD O !� N O- M N to O' to its co O O n O n N O h N CA In M_ 6F> FA O O O OM O O CO O O O co7 O _ 1 6 6 N 6 N O O O O O ID O co O O 11 It 04 04 C14 o O O O O O O O 0 0 0 0 0 0 0 0 — r r r r W •a C 0 CUp O O CA O CA CA CA O m fn r r r r r r L N N N co co co co N N H r` ti iz r` n r- n i:z co O ui LON 69 C O E Q N C 7 N A) L Cn m U g FI Z LL `o a E v Oi N N W a d 0 rn CD m m m w LL c C LL CN ❑ n tT rn E � ❑ o m � m c E m w p --� U CU 'V1 U) o J cn c E cc U o U o U U N L c U U rn cmU) c E d c E c a� OO N `E ` N (U N tT y �' > c 'Q y > o 3 LL >' Z CL E CL y 0 6 IF M :3 o w E CD cr 2 m� U U U U y d D ft! in CL U) (n c cn 4. I? M ate) U 7 =3 7 7 E U)O O O O O C W W Q Q Q Q W Q Cn OD °o � 0 0 0 0 0 o ( � r r t O) U] M Go O O t` r r O N r O M r W •a C 0 CUp O O CA O CA CA CA O m fn r r r r r r L N N N co co co co N N H r` ti iz r` n r- n i:z co O ui LON 69 C O E Q N C 7 N A) L Cn m U g FI Z LL `o a E v Oi N N W a Structural Permit Application SPRINGFIELD DEPARTMENT USE ONLY CITY OF .. • OREGON Permit no.: Iq _ �a�� 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 aREGON I Date: 5 f 5,1 Of 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. SUB -CONTRACTOR INFORMATION Name I CCB License # I Phone Number Electrical Plumbing Mechanical Last edited 5-5-2017 BJones FEE SCHEDULE I. Valuation information (a) Job description: NCLOSho 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): $ 3. Plan review fees (a) Plan review (65% x permit fee [2a]): $ (b) Fire and life safety (65% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): $ 4. Miscellaneous fees (a) Seismic fee, 1% (.01 x permit fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ DOTAL fees and surcharges (2e+3c+4a+b): $ &L—be— O "o—of Tl—�5, DI -1 -- LP 1091 1092 1093 1094 1056 SUBTOTAL (ADD ITEMS 1, 2, 3, & 4) _ $1,95932 5. ADMINISTRATIVE FEE; SUBTOTAL x ADM. FEE RATE = CHARGE $1,959.32 5% $97.97 TOTAL STORM ADMINISTRATION FEE $11.49 TOTAL SEWER ADMINISTRATION FEE: 86A8 1079 TOTAL TRANSPORTATION ADMINISTRATION FEE: $0.00 1077 TOTAL MWMC ADMINISTRATION FEE - LOCAL $0.00 1078 TOTAL SDC CHARGES = $2,057.29 PREPARED BY Steven Petersen DATE 6/24/2019 CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET JOURNAL OR JOB NUMBER: 19-1064 NAME OR COMPANY: GUY D'ANNA LOCATION: 5883 G ST TAX IAT NUMBER: 1702342200417 DEVELOPMENT TYPE: Single Family Residence NEW DWELLING UNITS 1 BUILDING3ILE-(Sfry 0 1 (-)1 S E7 F (qF):Il 0 IMPERVIOUS AREA MA7i 45"ii 0 MAX 35% U 1. STORM DRAINAGE DIRECT RUNOFF TO CITY STORM SYSTEM A. REIMBURSEMENT COST AREA DRAINING TO IMPERVIOUS S.F. x COST PER S.F. DRYWELL CHARGE 320.00 $0.294 = 0 $94.08 $94.08 B. IMPROVEMENT COST IMPERVIOUS S.F. x COST PER S.F. CHARGE 320.00 1 $0.424 = 0 $135.68 $135.68 ITEM 1 TOTAL - STORM DRAINAGE SDC $229.76 2. SANITARY SEWER - CITY A. REIMBURSEMENT COST: NUMBER OF DFU's x COST PER DFU 7 $165.54 = $1,158.78 B. IMPROVEMENT COST: NUMBER OF DFU's x COST PER DFU 7 y81.54 = $570.78 ITEM 2 TOTAL - CITY SANITARY SEWER SDC = $1,729.56 3. TRANSPORTATION A. REIMBURSEMENT COST: ADT TRIP RATE x NUMBER OF UNITS xCOST PER TRIP x NEW TRIP FACTOR 9.57 0 19.28 1.00 = $0.00 B. IMPROVEMENT COST: ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x NEW TRIP FACTOR 9.57 0 $366.41 1.00 = $0.00 ITEM 3 TOTAL - TRANSPORTATION SDC = $0.00 4. SANITARY SEWER - MWMC A. REIMBURSEMENT COST: NUMBER OF FEU sx COST PER FEU 0 1 $131.89 = $0.00 B. IMPROVEMENT COST: NUMBER OF FE IPs x ICOSTPERFEU 0 $1,597.44 = $0.00 C. COMPLIANCE COST: NUMBER OF FEU's x COST PER FEU 0 1 $22.82 = $0.00 MWMC CREDIT IF APPLICABLE (SEE REVERSE) _ $0.00 MWMC ADMINISTRATIVE FEE _ $0.00 ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = $0.00 1091 1092 1093 1094 1056 SUBTOTAL (ADD ITEMS 1, 2, 3, & 4) _ $1,95932 5. ADMINISTRATIVE FEE; SUBTOTAL x ADM. FEE RATE = CHARGE $1,959.32 5% $97.97 TOTAL STORM ADMINISTRATION FEE $11.49 TOTAL SEWER ADMINISTRATION FEE: 86A8 1079 TOTAL TRANSPORTATION ADMINISTRATION FEE: $0.00 1077 TOTAL MWMC ADMINISTRATION FEE - LOCAL $0.00 1078 TOTAL SDC CHARGES = $2,057.29 PREPARED BY Steven Petersen DATE 6/24/2019 DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUIVALENT = DRAINAGE FIXTURE UNITS (NOTE: FOR REMODELS, CALCULATE ONLY THE NET ADDITIONAL FIXTURES FIXTURE TYPE NO. OF FIXTURES DRAINAGE UNIT FIXTURE NEW OLD EQUIVALENT UNITS BATHTUB 1 0 3 = 3 DRINKING FOUNTAIN 0 0 1 = 0 FLOOR DRAIN 0 0 3 = 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC. 0 0 3 = 0 INTERCEPTORS FOR SAND / AUTO WASH / ETC. 0 0 6 = 0 LAUNDRY TUB 0 0 2 = 0 CLOTHESWASHER / MOP SINK 0 0 3 = 0 CLOTHESWASHER - 3 OR MORE (EA) 0 0 6 = 0 MOBILE HOME PARK TRAP (1 PER TRAILER) 0 0 12 = 0 RECEPTOR FOR REFRIG / WATER STATION / ETC. 0 0 1 = 0 RECEPTOR FOR COM. SINK / DISHWASHER / ETC. 0 0 3 = 0 SHOWER, SINGLE STALL 0 0 2 = 0 SHOWER, GANG UMBER 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 1 1 0 3 = 3 MISCELLANEOUS DFU TYPE NUMBER OF EDU'S 20 = TOTAL DRAINAGE FIXTURE UNITS *EDU Equivalent Dwelling Unit) is a discharge equivalent to a single family dwelling unit 20 DFU's) set at 167 gallons per day 0 7 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE YEAR CREDIT RATE/$1,000 LANNEXED ASSESSED VALUE I[ $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 $028 $0.09 $0.05 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter 1 for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT? 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SPRINGFIELD, OR 97978 T.A.S. lk� SITE MAP5-10-19 6'' SCALE II —� SIDES•IALff... �I d 25' I II Il 22' i2' I� DINING I I I I CN cu GARAGE II LIV RM I I �i I I I e, KITCHEN � f � 1 I � BRM #3 I BATH I I �I 4 22 ' -------� 120'1 1 •r•• BRM#1 "M #2 • I • • � I : • • • _=e v� 32 0 Zr 0 '33 I f ° J{ •o •• . • •r•• • .. • •• . -Q .-� f`l is I cl5 a (-izigh-E •• • riJ •• I •ss••= ul • �I • •• 1� •••r• I `675 I g 9 It °i�G� g f l a aI N 16' f� I at pq0 6 o a — I � 20'�7 I I 1 i ( � I , I ',AIRED BUT NOT INSTALLED DOORWAY I 5 itT` z 0 H r� V U) z r0 V 5883 G ST. SPRINGFIELD, OR 97978 T.A.S. lk� SITE MAP5-10-19 6'' SCALE M®Te'k USA9 Ince MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, GA 95661 Telephone 916-755-3571 Re: 0937-19 Build.Tek The truss drawings) 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: 857907113 thru R57907114 My license renewal date for the state of Oregon is June 30, 2019. •••. .. • - • Jf�`a.�d ...... . . . . . ��a• . • i f :i� 4 N �ci, Vit¢ April 25,2019 Komnick, Chad IMPORTANT (VOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Type 1Qty IPly IBuIldTek 857907114 Relco Roof and Floor, Inc, Harrisburg, OR - 97446, 8.220 a Nov 16 2018 MITek Industries, Inc, Wed Apr 2418:17:28 2019 Page 1 ID:eFHNOPPxAnJWAhu91 k2ezNQXP-IJo18h6oxttzvZOw2LQeg9W2dgZnpeOus-05RzzNQdr 2-0-0 8-0-0 18-0.018-0-0 2-0-0 5-0-0 8.0 0 2-0 Sonic 318"=1' 3 0o 3x5 = 1.5x4 II 3x5 Plate Offsets KY- 2:0-2-8,Ed a 4:0-2-8,Ed e _ I CSI. LOADING (psf) SPACING- 2-0-0 in TCLL 25.0 Plate Grip DOL 1.15 TC 0,56 TCDL 7.0 Lumber DOL 1.15 8C 0.52 BCLL 0.0 Rep Stress Incr YES WB 0.17 BCDL 10.0 Code IRC2015ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 HF Stud/Std I� a BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-9 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. name REA071O IS. (Ib/sine) Q21 -U- 010-5-8, 4=80010-5-8 • • • • Max HG,2 2=25(LC 4) Max Uplift 2 -108(LC Q 4! .ftC 5) 0000000000 see*** FORCES.• dib)- Max.tompbax. Ten. -Al forces 250 (lb) or less except when shown. TO P'©CHO'1'RD 2-3=1561/89, 3-4=-196118a BOT CHORD 2-( F-5511,06, 4-6=5MAW e e WEGS'••e 3-62:01Z56e0 0000 NOTES- • • • 1)_aRa[anced roof ]i4e loads {nave been considered for this design. 2)cUt icd3/1SCE 7-10; 1iult--`1MMph (3 -second gust) Vasd=95mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Enclosed; iIM1�FRS (envelope); cantilever left and right edposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL --1.60 3)J is L•uss has been de4igied for a 11,.19 tf ti9ttom chord live load nonconcurrent with any other live loads. 4)c'cTRi9 Ri.2m has beensJesigeed for a lits° load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide v, ]Lfl',t,-,Sween the IfMnP chord and Vy othedP members. 5 -P vv mechanical connection (by othereloftruss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except at --lb) 2=.0'=108. - 1111 i:•' ^•;:Fa-.�:,:jc'25:�.^.1,,:^td:rf5 ;:'TE.'. OF i>::� `. il:Gl?I1FR?:.tiff ci::(cl r�CCi:Cc F:i.:$i..":r-r. Jr: v. Si.:'a: .�f✓3EFOP=:: Job Truss Truss Type Qty Ply 8uildTek -'093-t-19 AIG Common Supported Gable 2 1 R67907113 Job Reference (aptiorrail Relco Roof and Floor, Inc, Harrisburg, OR - 97446, 8.220 s Nov 16 2016 MITek Industries, Inc. Wed Apr 2418:17:27 2019 Page 1 ID:eFHfVOPPxAnJWAhugl 1c2ezNQXP-E7EeuL5 AaI81PpkUdvP7ozzwGKe4BlkdKeYvX2NQds -2-0-0 _ 8-0-0 16.0.0 18 0-0 2-0-0 8.0.0 8-0.0 Scale: 3!6"=1' 3.00 12 4x4 = 5 6 7 3X4 = 18 17 16 15 14 13 12 3x4 = 16-D-0 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Well L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.1S Vert(LL) -0.02 11 n/r 120 MT20 185/148 TCDL 7.0 LumberOOL 1.15 BC 0.07 I Vert(CT) -0.02 11 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code IRC2015ITPI2014 Matrix -S Weight: 59 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 OF No.i&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Stud/Std REACTIONS. All bearings 16-0-0. ((lb)- Max Horze2p:1i4�LC4) • • •Max Upll�ie IC ui' ift 100 Ib or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 • • • • • •Max Grav All reactions 250II• orlcss at joints) 15, 16, 17, 14, 13 except 2=308(LC 1), 10=308(LC 1), • • • • • •1r-2m7S(LC 1), 2�7W7r�(�L 1) FORCES. (IIpp- Max. Comp./Max. Ten. - m FFJ%es 250 (lb) or less except when shown. oeee NOTES- • • • 1) Unbaiantrd roof live IGa;,dan hale been c8siV'jerAd or this design. 2) o; Vuik=1243mph (s-ae.on,,•gua* Vasd=QS-ph; TCDL=4.2psF 3CDL=3.0psf h=25ft; Cat. 11; Exp B; Enclosed; MWFmRS (envelope); 9plitRevergeft and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Trues designed for winds1oA%ii1 the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry GaBIE EridUbtails as applicable, or consult qualifi8d building designer as per ANSIITPI 1. 4) All plstas are 1.5x4 MT20 unless otherwIsEbis lrlp�ad. 5) Ge I� rLeGuir©s Contin�ous Wkm chord be•aring� 6) Gale studs spaced ai 142 eco • • 7) This fi-Gag Na been designed for a 10.0 pof boRbm chord rive load nonconcurrent with any other live loads. 6) ' TNtg&Aaps been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide Will P fit between the bottom chord and any other members.�'r+3- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2, 10, 16, 17, 18, 14, 13, 12. C-1 t'p,� spa [+ n868fl9 P E . ,. .. .. ,.. _ _ „• r ti 4t 'orf Vl EGVN 9 PM �2 N�ys EXPIRES: 06-310-v_9019 April 25,2019 cetigr _rar.:..ze ,=AD"X,7 a"O;. iH10 A T,!-'- WCL Ur)Z:i r:rT-,... F_:=...c:.: _ -. 73:_.. :7L -5 5EOR U„_. 1. .%AIR` . Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not truss Before the building designer incorporate ='_ ! a system. use, must verify the applicability of design parameters and property this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T_ • ".'� - ,.”---' - isaAvaysrequired for stability and toprevent collapse with possible personal injury and property damage. For generalguidance regarding the °• fabrication, storage, der%va a coon and bracing of trusses and truss systems, see ANSI(I M Cuallly Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. I MITek USA, Inc. 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SITE MA 5-10-19 6' ' SCALE; BATE RE C D V E F 05/'15119 JOB NO. 19-1064 ZONE LDR OCCUPANCYGROUP R3 UNff OCCUPANCYLOAD STORIES TYPECONSM111CHONItS LWAE DESCMPTION 1702342200417 AWRM 5883 G ST MVINER GUY DIANA CffY OF SPRINGFIELD9 OREGON APPROVED BY Vol NOTICE: This permit Oall 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. Connect Sanitary Sewer to 6" service connection. Field verify location. Connect Storm Sewer to current storm water system on existing structure MINIMUM SETBACKS — INTERIOR LOTS All measurements are from Property lines -Front Yard to House 10 feet -Front Yard to Garage 18 feet -Side Yard to House or Garage 5 feet -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS SEWER CONNECTION FIELD VERIFY LOCATION -7 F • • • •s tt•••• •• • • ••c••• s•••• s • ••••: 65 rrSIDEWALK. I 25' i �! I II 22' -- ------------------ I DINING r 11 C14 �' GARAGE LIV RM r r l +�+ KITCHEN - 1 BRM #3 o r r r II BATH I�22 `'! f - ------ 120'11 j �I BRM ri BRM #2 0 r pit c i+�++ i • I w) a�16' H { r a � f r I 20' FRAMED BUT BUT NOT INSTALLED DOORWAY 5r 1" _ 0 H P� u ) Z U U 1 -5083—G ST. SPRINGFIELD, OR 97470 T.A.S. SITE MA 5-10-19 6' ' SCALE; BATE RE C D V E F 05/'15119 JOB NO. 19-1064 ZONE LDR OCCUPANCYGROUP R3 UNff OCCUPANCYLOAD STORIES TYPECONSM111CHONItS LWAE DESCMPTION 1702342200417 AWRM 5883 G ST MVINER GUY DIANA CffY OF SPRINGFIELD9 OREGON APPROVED BY Vol NOTICE: This permit Oall 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. Connect Sanitary Sewer to 6" service connection. Field verify location. Connect Storm Sewer to current storm water system on existing structure MINIMUM SETBACKS — INTERIOR LOTS All measurements are from Property lines -Front Yard to House 10 feet -Front Yard to Garage 18 feet -Side Yard to House or Garage 5 feet -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS SEWER CONNECTION FIELD VERIFY LOCATION -7 F