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Home My WebLink AboutPermit Building 2019-11-04SPRINGFIELD 'vl+ OREGON Web Address: www.springfield-or.gov Permit Issued: November 04, 2019 Building Permit Commercial Structural Permit Number: 811-19-002471-STR IVR Number: 811090221673 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov TYPE OF WORK Category of Construction: Commercial Type of Work: New Submitted Job Value: $32,000.00 Description of Work: Install jib crane ]OB SITE INFORMATION Worksite Address Parcel Owner: NORTHBANK PROPERTY 950 INTERNATIONAL WAY 1703153000201 LLC Address: PO BOX 529 Springfield, OR 97477 EUGENE, OR 97440 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone COMPONENTS HANDLING INC - CCB 74285 541-485-5133 Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Com Pending 1260 Framing Struct Com Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811090221673 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 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: 11/4/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-002471-STR PERMIT FEES Fee Description Technology Fee Structural building permit fee State of Oregon Surcharge - Bldg (12% of applicable fees) Page 2 of 2 Quantity Fee Amount $23.60 $472.04 $56.64 Total Fees: $552.28 Printed on: 11/4/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD Of } 00 co \/j/\ \ \ • E/ ® LO W) cem§ jtor64. -- / 2 2 � — Ch IL 0 N Ln N\ & . Q / 2 \ k k > 0 0 E k « § 3 G 2 \ cc k / LL co 0 / 1 9 / CD \ / S/ / \ CL 0/ \ § d C42 R 0 § o $ @ U.\ § ®CL � 2 U 2 � # � 2 � \ § $ E e = G & ° § o / $ §? $ k % LL £ R �/ 0) a2 02 2 - £§0m U §f a.2 » o 65m « /2 < $ / k k E k \ /w 3 J 0"r % § q «E § /� o� 2J i ) S k �o T"t"- �§ 22 a §� @ RoC. k � - a o a ¢ % \ƒ §7 / / w § � v Of } Structural Permit Application CITY OFSPRINGFIELD, to 225 Fifth Street + Springfield, OR 97477 * PH(541)726-3753 4 FAX(541)726+3689 SPRINGFIEL PEPAOTMENTUSE ONLY Permit no.: q I Date - This permit is issued under OAR 918460-0030. Permits expire if work is not started within 180 days of suspended for 180 days. " kob LQCA'L GPV MENT APPRO AL _ 99�N . AP " '' This project has final land -use approval. Signature: ate; This project has DEQ approval. Signature. NA I Date: Zoning approval verified: 0 Yes [:1 No Property is within flood plain: 0 Yes 0 No CATEGORY .OF, CoN S*KUdT16N EResidential 0&vernt &COMMercial ',JOB ;51T --E. INFOMATIRN'; AND '40-c-A..'T.I. Job site address: Lim X City: State: 62 Z1P:97'f71 Subdivision: I Lot no.: Zo � Reference: — — — — — — — FTaxlot; 1-7 -61-15-30 PROPERTY OWNER Name: Address: -Po City: State: M ZIP:974tt Phone, 5L4 Fax: E-mail: Building Owner Owner's Int at hor*.ing this application: Sign here: [] This installation beingmade on residential or. form property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR UTf=1011 INSTALW7 -ION. Business name: Address; City: Gu'46;06 State: Phone:S9 1- LJO,,15 - !il V%, Fax: - E-mail: CCB license no.: -7 I-MbS' Print namc-: ;r 5-T 15,q L Signature: Suf B-CCINTkACT16.11 INFORMATION. Name CCB License# Phone Electrical Occupancy Plumbing Square feet: Mechanics] Cost per square foot: Last edited 5-5-2019 Wones or if work is FEF_ $.0HP,.U-.LE' 1. V lqpt1qg Jnfqr itioil (a) Job description: Occupancy Construction type: Square feet: Cost per square foot: Other information: Type of Heat: Energy Path: C1 new '�altcration ❑ addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: S -52.00'0 2 '#ujIdiAgfees (a) Permit fee (use valuation table). (b) Investigative fee (equal to [2a]): (c) Reinspeotion ($ 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 penult fee [2a]): (b) Fire and life safety (65% x permit fee [2a]): (e) Subtotal of fees above (3a and 3b): Miscellaneous fees (a) Seismic fee, 1% (.01 x permit fee [2a]), (b) Tech fee, 5% (.05 x permit fec[2a]+PR fee [3c]) $ TOTAL fees and surcharges (2e+3e+4a+b): $ Ri i ..: SSWENGINEERSM CIVIL STRUCTURAL BUILDING DESIGN SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, OR 97401 (541)485-8383 Fax(541)485-8384 STRUCTURAL DESIGN Burton Saw SHEET NO. COVER PROJECT NO. 19-7623-91 Springfield, Oregon BY MAC Jib Cranes DATE 6/24119 Design is governed by: Loading: Roof live load (snow) Roof dead load 1 Ton Jib Crane 2014 State of Oregon Structural Specialty Code Based on the 2012 International Structural Specialty Code 25 psf 10 psf Material Spec Includes: Concrete --- Slabs on grade --- Fc Rebar --- ASTM A-615, Grade 60, Structural Steel --- ASTM A-36, or A-572, Grade 50, Structural Steel Tubing --- ASTM A-500, Grade B, 3,000 psi in 28 days, fIG trvEs, z 1.Z,Q09 G) - G �qFC AI.P� RENEWS: jtfKdj4j 7623 -91 -Burton Saw Jib Crane.xlsx ...... ..... . . ...... ...... ...... .... ...... ...... .... .. .. ...... fIG trvEs, z 1.Z,Q09 G) - G �qFC AI.P� RENEWS: jtfKdj4j 7623 -91 -Burton Saw Jib Crane.xlsx _SSWEN61NEERS. CIVIL STRUCTURAL BUILDING DESIGN SURVEYING AAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, OR 97401 (541) 485-8383 Fax (541) 485-8384 Column Height = Boom Height = Boom Length = Tie Rod Height = Tie Rod Run = Tie Rod Length = Bridge Crane Height = Bridge Crane Ecc = Burton Saw SHEET NO. 1 OF 6 PROJECT NO. Springfield, Oregon BY MAC Jib Cranes DATE 6/24/19 27' Jib Crane - Check Existing Column 19.71 ft -� 10.00 ft 27.00 ft 0 Ib 9.00 ft f 15.00 ft 17.49 ft 0.00 ft 8,700 lb -- 0.00 ft ay = 5,220 Ib b ax = 8,700 Ib 2,9001b j' f Bridge Crane Load = 0 Ton = 0 lb Impact = 20% 0 Ib Total = 0 Ib Jib Crane Load = 1 Ton= 2,000 Ib Impact = 20% 400 Ib Total = 2,400 Ib Hoist Wt. = 500 Ib Total = 2,900 lb ay = by= (2900 1b)(27 ft)/15 rt = ax = bx = cx = (2900 Ib)(27 ft)/9 ft = M Bridge Crane = (0 Ib)(0 ft) = M Jib Crane = (2900 lb)(27 ft) _ R1 = 0 ft-Ib/19.71 ft = R2 = 78300 ft-Ib/19.71 ft = R Total = 3,973 Ib Axial Moment D+L 8,541 98,307 D+Lr 22,400 0 D+.75L+.75`Lr 20,756 73,730 8,700 Ib —15.00 ft - 27.00 ft 5,220 lb 8,700 Ib 0 ft -lb 78,300 ft -Ib 0 Ib 3,973 lb 1 rl I ' f 9.00 ft I 19.71 ft 0.00 ft i I i 10.00 ft • i • • d J949• 3641 Ib petaalifco 009.6• ...... •• .. 9506 Ib per Galifco 0.:.,* 98307 ft -Ib per Galifco 7623 -91 -Burton Saw Jib Crane.xisx SSWENGINEERS. CIVIL STRUCTURAL BUILDING DESIGN SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, OR 97401 (541)485-8383 Fax(541)485-8384 Burton Saw SHEET NO. 3 OF 6 PROJECT NO. 19-7623-91 Springfield, Oregon BY MAC Jib Cranes DATE 6/24/19 COLUMN DESIGN - Check Existing D+L W24X84 Fy = 50,000 psi Roof LL = n = 1.67 35.0 ft Moment = 98,307 ft -Ib Height = Zx = 224.00 In. 3 > Zx Req'd = Zy = 32.60 In. 4 < Zy Req'd = d= 24.10 in Sy Req'd = 2370 in^4 Tube Steel Column - Vertical Loads rx= 9.79 in AISC 14th Ed. (ASD) Roof DL = 7.0 psf Roof LL = 25.0 psf Trib 1 = 35.0 ft Trib 2 = 20.0 ft Height = 19.7 ft Vertical Load= 25,300 Ib Column Size W24X84 b= 9.02 in d= 24.10 in Ix= 2370 in^4 Sx= 196 in^3 rx= 9.79 in Zx= 224 in"3 A= 24.7 in^2 Wt= 84 pif ly= 94.4 in"4 Sy= 20.9 in"3 ry= 1.95 in Zy= 32.6 in^3 Pr When Pc >_ .2 Pr 8 fMrx Mry\ Pc } 9 Mcx + Mcy < 1.0 Pr When Pc < .2 Pr + I/Mrx + Mry 2Pc \Mcx Mcy 1.0 39.40 In.3 OK 39.40 In.4 No Good 39.32 In.3 1.40 < 1.00 No Good 7623 -91 -Burton Saw Jib Crane.xlsx K= 1 E= 29,000 ksi Fy= 50 ksi Fe= 490.4 Fe= 19.5 KUrx= 24.2 .098.9 121.3 98000 0 lj�/fy= 0 0 0 0• • • •ilii• 999999 Fcr= 47.9 ksi • . • 4or= 0 17.1 ksi 0 • • 9999.. • 0 Pn= 1,183,403 Ib Pn= 421,432 Ib • • Pn/Qc= 708,625 Ib lPnX1a= 252,3bb Ib e 9999 252,355 > 25,300 9999.. •08 • 9999 QK 000990 9999.. 9999 ii . . . 8991 Combined Loads Eqs H1 -1a, or H1 -1b Pr = 25,300 Ib Pr/Pc = 0.1003 Pc = 252,355 Ib Mrx = 1,179,684 in -Ib 0.175899 Mcx = 6,706,587 in -Ib Mry = 1,179,684 in -lb Mcy = 976,048 in -Ib 1.40 < 1.00 No Good 7623 -91 -Burton Saw Jib Crane.xlsx SSWEN61NEERS., CIVIL STRUCTURAL BUILDING DESIGN SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, OR 97401 (541)485-8383 Fax(541)485-8384 Burton Saw SHEET NO. 4 OF 6 PROJECT NO. Springfield, Oregon BY MAC Jib Cranes DATE 6/24119 COLUMN DESIGN - Check Existing D+.75*L+.75*Lr W24X84 Fy = 50,000 psi Q= 1.67 Moment = 73,730 ft -Ib ZX = 224.00 In. 3 > Zx Req'd = Zy = 32.60 In. 4 > Zy Req'd = Sy Req'd = Tube Steel Column - Vertical Loads AISC 14th Ed. (ASD) Roof DL = 7.0 psf Roof LL = 25.0 psf Trib 1 = 35.0 ft Trib 2 = 20.0 ft Height = 19.7 ft Vertical Load= 25,300 Ib Column Size W24X84 b= 9.02 in d= 24.10 in Ix= 2370 in^4 Sx= 196 in^3 rx= 9.79 in Zx= 224 in^3 A= 24.7 in^2 Wt= 84 plf ly= 94.4 in"4 Sy= 20.9 in^3 ry= 1.95 in Zy= 32.6 in^3 Pr When - >- .2 Pc Pr 8Mrx Mry Pc 9 Mcx Mcy Pr When - < .2 Pc P7- (Mrx Mry 2Pc + Mcx + Mcy < 1.0 29.55 In.3 OK 29.55 In.4 OK 29.49 In.3 1.10 < 1.00 No Good 7623 -91 -Burton Saw Jib Crane.xlsx K= 1 E= 29,000 ksi Fy= 50 ksi Fe= 490.4 Fe= 19.5 KL/rx= 24.2 •K. L/,ry= .000.0 121.3 00000 • • • •00••• geode 00000• Fcr= 47.9 ksi •••fkw= • 17.1 ksi •0•* 0000.. Pn= 1,183,403 Ib Pn= 421,432 Ib"0 Pn/Oc= 708,625 Ib -PnOs= 253,366 Ib 0000.. 0 • 252,355 > 25,300 0000.. •0. • 0000 0000 QK 0000.. 0000.. 0000 .. .. 0000.. . 0000 Combined Loads Eqs 1-11-1a, or H1 -1b Pr= 25,300 Ib Pr/Pc = 0.1003 Pc = 252,355 Ib Mrx = 884,763 in -Ib 0.131924 Mcx = 6,706,587 in -Ib Mry = 884,763 in -Ib Mcy = 976,048 in -Ib 1.10 < 1.00 No Good 7623 -91 -Burton Saw Jib Crane.xlsx SHEET NO. 5 OF 6 PROJECT NO. SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, OR 97401 Spring eld, Ore on BY MAC (541) 485-8383 Fax (541) 485-8384 Jib Cranes DATE 6/24/19 Moidified column. C12x20.7 added flanges of W24x84 Weld channels to wide flange with 1/4" fillet welds 2" at 12" o.c. b h Area SSWEN61NEERSM' to' Burton Saw CIVIL STRUCTURAL BUILDING DESIGN Axk'o2 2.94 12 6.08 SHEET NO. 5 OF 6 PROJECT NO. SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, OR 97401 Spring eld, Ore on BY MAC (541) 485-8383 Fax (541) 485-8384 Jib Cranes DATE 6/24/19 Moidified column. C12x20.7 added flanges of W24x84 Weld channels to wide flange with 1/4" fillet welds 2" at 12" o.c. b h Area ky' Qy' to' k'o Axk'o2 2.94 12 6.08 6 36.48 129.000 8.88E-16 0.000 24.10 9.02 24.70 6 148.20 94.400 8.88E-16 0.000 2.94 12 6.08 6 36.48 129.000 8.88E-16 0.000 E 36.86 221.16 352.40 0.00 ly = 352.40 in4 C = 6.00 in Sy = 58.73 in3 Mallow = 1268640 in -Ib w/ fy = 36,000 psi 2Pc \Mcx Mcy Profide 1/2" gusset plates at crane connection and 1/2" mounting plate. 7623 -91 -Burton Saw Jib Crane.xlsx Combined Loads: D + L Eqs H1 -1a, or H1 -1b Pr When - > .2 Pc Pr= 25,300 Ib Pr/Pc = 0.1003 Pc = 252,355 Ib Pr s (Mrx + Mryj < + 1\ 1.0 Mrx = 1,179,684 in -Ib 0.175899 Pc 9 Mcx Mcy Mcx = 6,706,587 in -Ib • 09:09, Pr Mry = 1,179,684 in -Ib When - < .2 Mcy = 1,268,640 in -Ib ' Pc ...... Load at both axises 1.20 > 1.00 No GOO Pr + f Mrx + Mry < 1 1'0 Weak axis load only 1.00 00<00 . 1plaA . •• • MOO: 2Pc Mcx MC OK, since crane loading is only in the once directiofpat-fulI load ,.•• Combined Loads: D+.75*L+.75*Lr .,.... �...:. `.... Eqs H1 -1a, or H1 -1b Pr When - >_ :2 •• 0000 • Pc Pr = 25,300 Ib Pr/Pc = 0.1003 Pc = 252,355 Ib Pr + 8 (Mrx + Mry l < 10 Mrx = 884,763 in -!b 0.131924 Pc 9lMcx Mcy) Mcx = 6,706,587 in -Ib Pr Mry = 884,763 in -Ib When - < .2 PC Mcy = 1,268,640 in -Ib 0.90 < 1.00 OK Pr/Mrx Mry + + 1.0 2Pc \Mcx Mcy Profide 1/2" gusset plates at crane connection and 1/2" mounting plate. 7623 -91 -Burton Saw Jib Crane.xlsx SSWEN61NEERS." CIVIL STRUCTURAL BUILDING DESIGN SURVEYING ,LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, OR 97401 (541) 485-8383 Fax (541) 485-8384 SHEET NO. OF PROJECT NO. , -L� -q) BY cp-Al'� C DATE 'Sxt'o�41 - ;I_ woo so 0 t, 3 1/2" 0 CREATED F12 1/2'• —2 1/2" CONFIDENTIAL BY: GALIFCO OREGON INC CSORBEI. 600 FISHERS RUN P.O. BOX 593 FISHERS, NY 14453-0593 WB100—G1-27—W12 CAPACITY: 1 TON SPAN: 27' QUANTITY: 3 SHIPPING WT.: 1121.75 LBS THRUST & PULL: 9.506 Kips n rl n k A J n, � r /� r r r-� 1' r-, n= r G /'I ^ / �) 'n 'I n • a •. f f. f •• t r. arae ••s:. s v r� ■tts•t •if.e • i ■ • a s • • • • t r • • CONFIDENTIAL BY: GALIFCO OREGON INC CSORBEI. 600 FISHERS RUN P.O. BOX 593 FISHERS, NY 14453-0593 WB100—G1-27—W12 CAPACITY: 1 TON SPAN: 27' QUANTITY: 3 SHIPPING WT.: 1121.75 LBS THRUST & PULL: 9.506 Kips n rl n k A J n, � r /� r r r-� 1' r-, n= r G /'I ^ / �) 'n 'I n