The URL can be used to link to this page

Home My WebLink AboutPermit Building 2019-12-18i NGFIELD :014EGON Web Address: www.springfield-or.gov Permit Issued: December 18, 2019 Building Permit Commercial Structural Permit Number: 811-19-002816-STR IVR Number: 811026630113 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenterospringfield-or.gov I _ TYPE OF WORK Category of Construction: Industrial Type of Work: Alteration Submitted Job Value: $45,000.00 Description of Work: Floor pits for scissor lifts 306 SITE INFORMATION Worksite Address Parcel Owner: MCKAY COMMERCIAL 1100 SHELLEY ST 1703270000902 PROPERTIES LLC Springfield, OR 97477 Address: 76 CENTENNIAL LOOP STE D 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: 811026630113 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: 12/18/19 Page 1 of 2 C:1myReports/reports//prod uction/0I STANDARD EUGENE, OR 97401 Owner: TOBY'S FAMILY FOODS LLC Address: 1160 SHELLEY ST SPRINGFIELD, OR 97477 Owner- TURTLE MOUNTAIN LLC Address: 12002 AIRPORT WAY BROOMFIELD, CO 80021 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone ADVANCED MECHANICAL INC - CCB 148196 541-466-3939 Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Com Pending 1999 Final Building Struct Com Pending 1120 Foundation 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: 811026630113 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: 12/18/19 Page 1 of 2 C:1myReports/reports//prod uction/0I STANDARD Permit Number: 811-19-002816-STR Page 2 of 2 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store PERMIT FEES Fee Description Quantity Fee Amount Technology Fee Structural building permit fee State of Oregon Surcharge - Bldg (12% of applicable fees) $29,99 $599.70 $71.96 Total Fees: $701.65 Printed on: 12/18/19 Page 2 of 2 C:\myReports/reports//produ:tion/01 STANDARD Structural Permit Appacation SPRINGMERD DFPARTIM�E�NTVSE 6KY Pamir no.: 22S frdth S(Md + SPWLC1d. OR 97477 4 PM541)726.-3753 f FAY4S41)726-3699 6nReaoN 11 MPAOU Daft: WS permit is issued Under OAR 918-460-0030. Permits expire U work Is not started within 180 days of co or #work b suspended for ISO days. 110CAL "GOVERNMENT: APPROVAL Ibis Qroject has final land usa approval. jDate I This Pmjedflg3 DEQ approval. Si Date: Zoning approval vedficif: 0 Yes [] No Fropaw is within flood plain: E) Yes ONO ATEGM ..,c Y:OF U CTION, CA N MD .;tL N0 IM N .Job site address: 1 0 City. State., OIL Lot na: T 7�,. q VJDL -.F'R(V.Ek Last cdftcd 5-5 2019 Mones Name, CCU UOMM 1P I ph", Electrical . Piwnbing Mechanical Last cdftcd 5-5 2019 Mones Transaction Receipt 811-19-002816-STR IVR Number: 811026630113 Receipt Number: 473322 Receipt Date: 12/18/19 www.springfield-or. gov Worksite address: 1100 SHELLEY ST, Springfield, OR 97477 Parcel: 1703270000902 Transaction Units Description date 12/18/19 1.00 Ea Structural building permit fee 12/18/19 1.00 Ea State of Oregon Surcharge - Bldg (12% of applicable fees) 12/18/19 1.00 Automatic Technology Fee City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 permitcenter@springfield-or.gov Fees Paid Account code Fee amount Paid amount 224-00000-425602-1030 $599.70 $599.70 821-00000-215004-0000 $71.96 $71.96 204-00000-425605-0000 $29.99 $29.99 Payment Method: Credit card Payer: Whitewave Foods Payment Amount: $701.65 authorization: 018400 Cashier: Chris Carpenter Receipt Total: $701.65 Printed: 12/18/19 1:34 pm Page 1 of 1 FIN_TransactionReceipt_pr 'ZWEN61NEERS.. 1 V CIVIL STRUCTURAL BUILDING DESIGN SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, OR 97401 (541) 485-8383 Fax (541) 485-8384 Danone North America SHEET NO. 1 OF 1 1100 Shelley Street PROJECT NO. 19-7713 Springfield, Oregon BY MAC Pit Walls DATE 12/16/19 Concrete Beam Retaining Wall Design Location: Exterior Wall Loads Dimensions A.S.L. = 1500 psf Stem Wall Height = 3.33 ft Passive Soil Pressure = 100 pcf Stem Wall Thickness = 0.50 ft E_F.P. = 30.00 psf/ft Footing Width = 3.33 ft W1 = Ib Footing Toe = 2.83 ft Surcharge = 2 ft (570 psf) Footing Heal = 0.00 ft Soil Wt. = 110 pcf Footing thickness = 0.50 ft Ang. Int. Fr. + = 34.85 ° Soil Height = 9.50 ft Ka = 0.273 Soil Slope P = 0.00 Forces and Weights Check Sliding Resisting Force = Soil Loading at Footing Forces (lb) Rho = 1,500 Rh2 = 570 Concrete & Reinforcement Weight (lb) Stem Wall = 250 Footing = 250 Soil = 0 Load = 0.00 Total = 500 Horizontal Reactions a = 3.17 ft Check Sliding Resisting Force = Soil Loading at Footing Forces (lb) Rho = 1,500 Rh2 = 570 Concrete & Reinforcement Fy= 60,000 psi fc = 3,000 psi d = 6.50 in b = 12.00 in Rebar # 5 Plain Area = 0.31 int Spacing = 18 in Friction = 0.50 Z �?��,� Total = 2,070AeL A�PCa b = 4.75 ft,P=N;E`tos: ILc - 1.42 ft P1 = 2098.30 Ib -"""" - - 4.56 lb 263 lb > No Key Req'd Bending in Stem Wall Rh = 1,354 lb Rh2 = 569.9977 lb Mu = -1,757 ft Ib Ru = -48.93 Shear in Stem Wall Vu = 3,078 Ib Vc = 6,408 Ib > Vu Horizontal Rebar Rebar # Spacing 5 @ 18 in o.c. pt Provided pt Req'd 0.0026 > 0.002 Rebar Development Length Idh = 93:69 in Id = 27.39 in Idh + Id = 41.00 in Hook Length = 10.00 in Footing Rebar Rebar# 5 Spacing = Ru = -229.71 p = As Req'd = -0.18 in2 As min = 0.26 in3 4/3 As = -0.23 in2 As Provided = 0.20 in2 P1 (@ Toe) = Applied Force = -175 Ib 150.00 psf p = -0.0008 As Req'd = -0.06 int pmin = 0.0033 As min = 0.26 int pmax = 0.0160 4/3 As = -0.08 in2 M = 23.53 As Provided = 0.20 in2 0.00 1---- 6.5 in �] OK 12 i #5 @ 18" o.c #5 @ 18" o.c 9.5 ft c OK 570 I 1354 !b #5 @ 18" o.c 41 in i__. a Rh Rh2 b 10 in #5 @ 18" o.c X21 Controls #NUM! 2q�§ Ib 3.33 ft #5 @ 18" o.c Provide 2" Cl( #NUM! I f 0.5 ft 18 in 1.0.00 0.50 2.83 -0.0037 3.33333333333333 ft Not to Scale 150 psf Controls #NUM! 7713-Danone.xlsx LOCHAVEN AVENUE 11 KEN- I¢N AY I I PARK O W Y PARK 12 13 Of 14 15 18 I 15 I 14 I 13 I 12 I 11 O V! S 89.39'20- E 707a�33� 51.0 PROJECT SITE: 1100 SHELLEY ST 1160' 1130 SHELLEYO 'SHELLEY a I / ..t - d yT � O& I j SITE PLAN HARLOW ROAD G1.0 0 30' 60 120 180' SCALE: NOT TO SCALE SCALE: 1"= 80-0" DRAWING INDEX 3 PARK � TAX MAP: 17-03-27-00 S1.0 PIT PLAN & DETAILS TAX LOT: 902 's ADDRESS: 1100 SHELLEY STREET, SPRINGFIELD, OR 97477 ��— SHELLEY ST. ZONING: LMI Light -Medium Industrial Y— 4105 OWNER, TAX LOT: 17-03-27-00, 00902 1160' 1130 SHELLEYO 'SHELLEY a I / ..t - d yT � O& I j SITE PLAN 2 SITE PLAN G1.0 0 30' 60 120 180' SCALE: NOT TO SCALE SCALE: 1"= 80-0" DRAWING INDEX LEGAL DESCRIPTION G1.0 TITLE SHEET, PROJECT DATA TAX MAP: 17-03-27-00 S1.0 PIT PLAN & DETAILS TAX LOT: 902 ADDRESS: 1100 SHELLEY STREET, SPRINGFIELD, OR 97477 PROJECT CONTACTS ZONING: LMI Light -Medium Industrial OTHER ADDRESS: 1040, SHELLEY ST; 1075 SHELLEY ST; 1125 SHELLEY ST: OWNER, TAX LOT: 17-03-27-00, 00902 1130 SHELLEY ST; & 1160 SHELLEY ST. McKAY COMMERCIAL PROPERTIES LLC 76 CENTENNIAL LOOP, SUITE D PROJECT DESCRIPTION EUGENE, OR 97401 EXISTING CONDITIONS: EXISTING BUILDING AND FREEZER UNIT IN PLACE. INITIAL BUILDING PERMIT: CITY JOB NO. 910660. NO CHANGES TO THE SITE (INCLUDING PROJECT LOCATION: PARKING) ARE PROPOSED. NO CHANGES TO THE EXIT PATH ARE PROPOSED. 1100 SHELLY STREET SPRINGFIELD, OR 97477 PROPOSED CONDITIONS: THE PROJECT CONSISTS OF REPLACING AN AREA OF CONCRETE SLAB TO ACCOMODATE AN EXISTING FREEZER UNIT. TENANT, USES OF ADJACENT LAND DANONEWAVE NORTH: LDR Low Density Residential 1130 SHELLY STREET SPRINGFIELD. OR 97477 SOUTH, EAST, & WEST: LMI Light -Medium Industrial (541)338-9400 CONTACT: DENNIS )MGHAM AREAS EMAIL: dennis.wlgham@whitawave.com SITE AREA: 9.9868 ACRES 435,021 SQ. FT. APPROXIMATE LEASED SITEAREA: 62,000 SQ. F`. CIVIL & STRUCTURAL ENGINEER: EXISTING BUILDING: 20,538 SQ. FT. SSW ENGINEERS INC CURRENT AREA OF IMPERVIOUS SURFACE AND LANDSCAPING IS UNCHANGED BY PROPOSAL 2350 OAKMONT WAY, SUITE 105 EUGENE, OR 97401 BUILDING INFORMATION (541) 485-8383 BUILDING GROSS AREA: 20,568 SQ. FT. ENGINEER OF RECORD: MICHAEL COX, P.E. BUILDING HEIGHT: 20 FEET EMAIL. michaelc@sswengineers.com CONSTRUCTION TYPE: III B BUILDING FULLY SPRINKLED: NO OCCUPANCY: F-1 10 I 9 I 8 I 7 I 8 I 5 I 4 FACTORY F'00 928 Ifi 9201040 SHELLEY SHELL EYSHELLEY S 89°39'20' E 280.00! 17-03-27-00 902 I N 99•%'20- W—,52.ZB - ... - S Brze2v. W 4904 PROJECT INFORMATION CURRENT AREA OF IMPERVIOUS SURFACE AND LANDSCAPING IS UNCHANGED BY PROPOSAL. FLOODWAY BOUNDARY: THE PROPERTY IS OUTSIDE THE 500 -YEAR FLOODPLAIN AND FLOODWAY BOUNDARIES. PER FIRM MAP NUMBER 41039C1133 F, DATED 6-2-99. SOIL BEARING: 1,500 psf CAPACITY, BASED UPON OSSC TABLE 1804.2, ALLOWABLE FOUNDATION & LATERAL PRESSURE. EXISTING SOIL TYPE: GRAVELLY SILTY CLAY LOAM, CATEGORY 5 CLASS OF MATERIAL. DESIGN -BUILD: PLUMBING, MECHANICAL. & ELECTRICAL ALTERATIONS ARE DESIGN -BUILD BY LICENSED CONTRACTORS IN RESPECTIVE TRADES. SPECIFICATIONS GENERAL BUILDING DRAWINGS AND SPECIFICATIONS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH DESIGN -BUILD PLUMBING, MECHANICAL. ELECTRICAL AND OTHER SPECIALITY DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK CODE REQUIREMENTS: CONFORMS TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2018 INTERNATIONAL BUILDING CODE {TBC). CONTRACTOR'S RESPONSIBILITIES AND REQUIRED SUBMITTALS: CONTRACTOR SHALL PROTECT FROM DAMAGE ALL MATERIALS DELIVERED TO AND STORED AT THE SITE. CONTRACTOR SHALL PROVIDE INSURANCE PROTECTING WORKMEN, THE PUBLIC, AND PROJECT UNTIL COMPLETION OF THE WORK. AFTER CONTRACTOR'S REVIEW AND STAMPING, SUBMIT SHOP DRAWINGS OR PRODUCT DATA TO THE ENGINEER FOR REVIEW. SUBMITTALS REQUIRED INCLUDE REINFORCEMENT, AND CONCRETE MIX DATA. PROVIDE THE ENGINEER WITH COPIES OF SPECIAL INSPECTION REPORTS THE CODES WERE FOLLOWED IN PREPARATION OF THE CONTRACT DOCUMENTS, BUT IF ANY DISCREPANCIES HAVE OCCURRED, INFORM THE ENGINEER AT ONCE SO THAT CORRECTIONS CAN BE MADE. 3 b m R-50.00' SHELLEY STREET L:32.11 LC=31.62' SHELLEY STREET F --- N REINFORCEMENT REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60, FREE OF RUST, DIRT, AND FOREIGN MATERIALS. PLACEMENT SHALL BE DONE IN AN ACCURATE MANNER WITH ALL BARS SECURELY HELD IN POSITION. SPLICES NOT SHOWN ON DRAWINGS SHALL BE LAPPED TO DEVELOP THE STRENGTH OF BARS BY BOND. CONCRETE CONCRETE SHALL BE TYPE i "READY -MIX" PER ASTM C-150 DELIVERED BY A COMPANY REGULARLY ENGAGED IN THE BUSINESS TO ASSUME COMPLETE RESPONSIBILITY FOR MIX DESIGN AND PRODUCT PERFORMANCE. PORTLAND CEMENT SHALL BE TYPE 1 PER ASTM C-150. OR TYPE III IF INDICATED BY ENVIRONMENTAL CONDITIONS. ADMIXTURES MAY BE INCLUDED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS PER ASTM C-260 FOR AIR ENTRAINMENT, POZZOLANS, AND PROPRIETARY CHEMICALS. MINIMUM 28 DAY COMPRESSIVE STRENGTH REQUIREMENTS PER ASTM TEST CYLINDERS SHALL BE 3000 PSI FOR FOOTINGS AND INTERIOR SLABS, WITH TESTS AS REQUIRED BY BUILDING OFFICIAL. SLUMP FOR VIBRATOR CONCRETE PLACED IN FOOTINGS AND SLABS ON GRADE: 4 -INCH PLUS OR MINUS 1 INCH. BOTTOM SLAB SHALL BE FORMED ON A NON -YIELDING COMPACTED BASE, LEVEL WITH A TOLERANCE OF PLUS/MINUS 118 INCH IN TEN FEET. UPPER SLAB SHALL RECEIVE A MONOLITHIC STEEL TROWEL FINISH, IMPERVIOUS SURFACE, FREE OF DEFECTS. ,Sly-LFiG • ssrc FL ALPd RENEWS: 12f3121 rr`r SSW ENGINEERS. EMLSBIxIm BUIUIIRROESI6R SURVIMA9'I1110 USE PUUSIRR 2350 Oakmont Way, Sulte 105 Eugene. Oregon 97401 (541) 48541383 FAX (541)485-8384 www.aewen9inear..c.m LL me �~ w� 'a U) W Q�C9 Z_JWwO o I-- W Z - li=OLL,1: LIjO U) U_ Oa D�z /A O r Z L0 l !n U W CD)wANo Ave REVISIONS date by TITLE SHEET PROJECT DATA let, 19-7713 drawn MAC clef. 12116/19 ah.aked MAC filed SHEET 1 of 2 r 11 EXISTING PARTIAL FLOOR PLAN 4' 0 4' 8' 1Z 16' 20 24' 26 SCALE: 3/32' = 1'-0" IV v t 27'-1" O G 0 1 FREEZER SLAB PLAN & PIT LOCATION 7 0 7 4' 6 5 10' momma SCALE 114-=1'-0" (E) BUILDING WALL, TO REMAIN o � r o m in co IV L 1 114X1 1!4X1!4 W! 1/2"0 X 4" WELDED STUD @ 12" O.C., TYP. 1"THICK GRATE 11!4" - #5 EMBEDDED 6" INTO EXISTING SLAB, W/ Eyp. SIMPSON SET -3G (E) FREEZER SLAB - -' & INSULATION i` -J6 -'-#5 @ 18" O.C. EACH WAY, IN �; - --- CENTER OF WALL & FLOOR S, V-6" X 4�� Y 6„ 4'-S" X 5'-2" 3 PIT DETAIL S7_G 2' 0 2' 4' 6 8' 10' SCALE: J4-=1'-0" �t GIN del AL RENEWS: 1213121 ENGINEERS CMLlMIJ M-BNIL0NI60ESIBN SURVE6NNUD USE PUNNIN6 2360 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 4658383 FAX (541)4864LW www.aswengineers.com OF v m�LLIW� LU Q�0 tow¢ ;U ZUJ JWw0 I—WZ-,j LL20=0 Q p U- 0 C:> vJ O U r a_ U! LLCD41Nopie wAve REVISIONS date by PIT PLAN & DETAILS job 19-7713 drawn MAC date 12116!19 checked MAC filed SHEF. IJj 1�� 2 LJ ❑0 2 of 2