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HomeMy WebLinkAboutPermit Building 2019-05-28SPRINGFIELD City of Springfield Development and Public Works 225 Fifth Street �� Springfield, OR 97477 _.OREGON Building Permit 541-726-3753 Commercial Structural Permit Number: 811-19-001179-STR IVR Number: 811006438894 Web Address: www.springfleld-or.gov Email Address: permitcenter@springfield-6r.gov Permit Issued: May 28, 2019 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: 811006438894 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: 5/28/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD TYPE OF WORK Category of Construction: Commercial Type of Work: New Submitted Job Value: $8,000.00 Description of Work: Safety netting JOB SITE INFORMATION Worksite Address Parcel Owner: SPRINGFIELD SCHOOL 333 58TH ST 1702342300500 DISTRICT 19 Address: 525 MILL ST Springfield, OR 97478 SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone SEE PROPERTY OWNER Owner (Property) OWNER INFORMATION - Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Com Pending 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: 811006438894 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: 5/28/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-001179-STR Page 2 of 2 PERMIT FEES Fee Description Quantity Fee Amount Technology Fee $8.77 Structural building permit fee $175.32 State of Oregon Surcharge - Bldg (12% of applicable fees) $21.04 Total Fees: $205.13 Printed on: 5/28/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD I 0 r, § q q � Q _ £&2�§ ' \ k �(o\k ) 2 ©«rq aE 10 C[ @ & � 0 C 3 k a) L \ C14 � r 2 °w § K LL. / 9 9 C%j J to � § R $� § 9 d ) CL _ §) o9 9 9 k % / © ■ 2 00 2 2 T- e a = 9 = u $ z U t ■oo 4 cm � 2 o � & � / j G 0M CD ƒ ¢ �k eR > a. f o£ » 0 0 e= £ 0 o/ )$ / 7 ( ¥ { \ E m @ ■2 7 §w 3 \ % % % ge k> §§ /� . /\ § j L@U` A �[ 9 -; 2 « M» » e ; 9x. . w / 2 § § § § [ G R� a s a a ] f $ \ \ � \ EL Structural Permit Application SPRINGFIELD I DEPARTMENTT-UONLY �\ CITY OF SPRINGFIELD,.b �& N Permit no.: Iq—II`1 1 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 Date: S Lz 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 ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: 33,5 SBf� �Y��f City: r State: 0 ZIP: 1? Subdivision: Lot no.: Reference: 1-7 b2.' T axlot: 0 PROPERTY OWNER Name: c r e, l 0.b Address: 'oa)_r'- City: "XV State: 69, ZIP: 7597 Phone: 1 Fax: - i E-mail: r tc 4ed << Y. Building Owner or Owne t authori ' g this application: Sign here: ❑ This installati i_ being made on resi tial or farm property owned by me or a member 13 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 Number Electrical Plumbing Mechanical Last edited 5-5-20I7 BJones FEE SCHEDULE I. Valuatlnn iufDrmatian (a) Job description: Occupancy Construction type: Square feet: Cost per square foot: Other information: Type of Heat: Energy Path: ❑ new [I alteration ❑ addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: $ 2. lladlding fees (a) Permit fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) Reinspection (S 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 fea (a) Plan review (65% x permit fee [2a]): $ (b) Fire and Iife safety (65% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): S 4.Miseellaneous 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+3e+4a+b):�- rA FTP. J V1 WW-- STRUCTURAL CALCULATIONS DATE: March 2, 2017 PROJECT: 17-024 Thurston High School Baseball Netting 333 58th Street Springfield, Oregon BY: JOSHUA ANNETT CHECKED BY: RICK HERNANDEZ, P.E., S.E. FOR: Springfield School District PROJECT DESCRIPTION & SCOPE OF SERVICES: Structural design in accordance with the 2014 referenced project as follows: Wind Analysis Cable Tension & Connection Design Footing Design B a n c h E2NGINEERING= Since 1977 Oregon Structural Specialty Code for the above Gravity Load Analysis Steel Design Should conditions differ from those depicted in this report or accompanying drawings, contact this office for further direction. SPECIAL INSPECTION: STRUCTURAL WELDS NOTES: No geotechnical design data for this project has been submitted to Branch Engineering, Inc. Should any geotechnical issues such as slope instability, expansive soils, undocumented fills, or soil creep be found to exist at the site, contact Branch Engineering, Inc. for further direction. EUGENE -SPRINGFIELD SALEM-KEIZER vCTURq� G #67002PE mgitailly signed by Ricardo Hernandez OREGON Renews: JUNE 30, 2017 310 5th Street, Springfield, OR 97477 1 p: 541 .746.0637 1 www.branchengineering.com anc h N E E R I N G= 310 5th Street sinc. .. .. Springfield, Oregon 97477 PROJECT: Telephone: (541) 746 0637 BY: structural . geotechnical CHECKED BY. DESIGN CRITERIA WIND LOAD DESIGN CRITERIA BASIC WIND SPEED - 3 SEC GUST (mph) WIND IMPORTANCE FACTOR, 1, OCCUPANCY CATEGORY WIND EXPOSURE ANALYSIS PROCEDURE USED Design Wind Pressure, P (psf) MAX. Closed Area Percentage 1/20 DATE: 12/5/2014 17-024 Springfield School Dist Safety Proj THS Netting Joshua Annett Rick Hernandez, P.E, S.E 120 1.0 II C ASCE 7-10 Chapter 29.5 Design Wind Loads - Other Structures 29.4 10% kanch M% IN E E RI NG.- 310 5th Street DATE: 3/2/2017 Sint 1971 Springfield, Oregon 97477 PROJECT: 17-024 Springfield School Dist Safety Proj THS Netting 0.25 ft Telephone: (541) 746 0637 BY: Joshua Annett 0.31 sq in Ratio of Solid Sign Area, a CHECKED BY: Rick Hernandez, P.E, S.E OPEN Framework Member Shape Round Wind ASCE 7-10 Chapter 29.5 Design Wind Loads- Other Structures Wind Design Parameters 0.026879 Velocity pressure coefficient (29.3.1) Kz 0.85 I_ J Topographic factor (26.8) Kzt 1 Wind directionality factor (26.6) Kd 0.85 saroswnoa , FREESTANOWO WA4L Gust effect factor (26.9) G 0.85 — _ h Basic Wind Speed (26:5) V 120 mph qh,qz 26.63 psf cwaur+o sunFAce ELEVATION VIEW Sign Parameters Sign Height, s 14.5 ft Mounting Height, h 20 ft Return Corner? no Return Corner Length, Lr 0.25 ft Gross Sign Area 3.06 sq in Solid Sign Area 0.31 sq in Ratio of Solid Sign Area, a 0.1 Sign Classification OPEN Framework Member Shape Round Projected Dimension or Diameter 0.0625 Member Shape Factor 0.026879 Force Coeffieceint,Cf 1.3 Design Wind Pressure,P 29.43 psf s12 6 i h W2 f� hl2 ./h � 1 aaawoauaFAce $m=+ Percentage of Closed Area plf 10% — _DESIGN WIND PRESSURE ON NETTING Wind Pressure for Design 2.943 psf Post Spacing Mid Cable UDL Reaction Mid -Post Connection Reaction Top/Bot Cable UDL Reaction Top/Bot - Post Connection Reaction Post Design Wind Pressure, P Post Diameter, D Post UDL Int. Post End Post 20 20 21.3 plf 21.3 plf 426.7 Ib 213.4 Ib 10.7 plf 10.7 plf 213.4 Ib 106.7 Ib 29.43 psf 5 in 12.3 plf 2/20 Oark it ENGINEERING=3105th Street 3/20 DATE: 3/2/2017 Si=1977 Springfield, Oregon 97477 PROJECT: 17-024 Springfield School Dist Safety Proj THS Netting Telephone: (541) 746 0637 BY: Joshua Annett CHECKED BY: Rick Hernandez, P.E, S.E. Cable (DL) Cable Sag - Tension - Post Loading - Design UDL = 0.173 plf (cable) + 1/20 psf * h,,,, (net) 14.5' 7.25' 01 TopCable Mid Cable Bottom Cable UDL, w 0.898 pif 0.5355 plf 0.173 plf Span, I 20 ft 20 ft 20 ft Allowable Sag, h 0.5 ft 0.5 ft 0.5 ft Cable Tension, T 90.21b 53.8 lb 17.41b Cable Length, L 20.03 ft 20.03 ft 20.03 ft 20.03 ft 20.03 ft 20.03 ft Interior Post Loads Approximate Fence Radius Soo ft Cable Deflection Angle 1.1 deg Radial Component of Tension Top 3.6 Ib Mid 2.2 Ib Bottom 0.7 Ib Moment at Base End Post Moment at Base Lever Arm Wind Cable Tension Wind Cable Post 1472 Ib -ft 1472 Ib -ft Top Connection 20 ft 2560 lb -ft 72 lb -ft 12801b -ft 1805 lb -ft Mid Connection 12.75 ft 3265 Ib -ft 27 Ib -ft 16321b -ft 686 Ib -ft Bottom Connection 5.5 ft 704 lb -ft 4lb-ft 3521b -ft 96 Ib -ft 8001 lb -ft 103 lb -ft 47361b -ft 2587 lb -ft FMu= 81041b -ft ZMu= 7323 lb -ft Pipe Mn/CJ= 11929 Ib -ft Pipe Mn/O= 11929 lb -ft Unity Check 0.68 Unity Check 0.61 0" arch H G I N E E R I N G= 310 5th Street DATE: 3/2/2017 4/20 stncei977 Springfield, Oregon 97477 PROJECT: 17-024 Springfield School Dist Safety Proj THIS Netting Telephone: (541) 7460637 BY: Joshua Annett CHECKED BY: Rick Hernandez, P.E, S.E Cable (DL+W L) Cable Sag - Tension - Post Loading - Design TopCable Mid Cable Bottom Cable Wind Trib Width 3.625 7.25 3.625 DL+0.6•WL a UDL, w 6.4639 plf 12.814 plf 6.4035 plf DL+WL Angle 82 88 88 Span,1 20 ft 20 ft 20 ft Horizontal Sag Component, hx 0.4952 ft 0.49956 ft 0.4998 ft Allowable Sag, h 0.5 ft 0.5 ft 0.5 ft Angle of Cable at Support 5.710593 5.7105931 5.710593 Cable Tension, T 649.61b 1287.81b 643.5 lb Cable Length, L 20.03 ft 20.03 ft 20.03 ft Radial Component of Tension Lever Arm Post Top Connection 20 ft Mid Connection 12.75 ft Bottom Connection 5.5 ft Interior Post Loads Approximate Fence Radius Top 129.3 Ib Mid 256.3 lb Int. Post Moment at Base Wind Cable Tension 1472 Ib -ft 2586 Ib -ft 3267 Ib -ft 7041 b -ft 1472 lb -ft 6557 lb -ft FOOTING DESIGN MOMENTout-of-Plane Moment at Base EMu= 80291b -ft Pipe Mn/D= 11929 lb -ft TYPICAL INT. POST)o I Unity Check 0.67 In -Plane Moment at Base 4271b -ft 500 ft Bottom 128.1 lb End Post Moment at Base Wind Cable 1472 Ib -ft 1293 lb -ft 1634 lb -ft' 352 Ib -ft 1472 lb -ft 32791b -ft 1Mu= 47501b -ft Pipe Mn/O= 119291b -ft Unity Check 0.40 In -Plane Moment at Base 6988 Ib -ft Combined Brace Post Check End Post Check Resultant Moment at Base 8456lb-ft Resultant Moment at Base 11738lb-ft *--FOOTING DESIGN MOMENT Pipe Mn Q= 11929 lb -ft Pipe Mn C1= 11929 lb -ft Unity Check 0.71 Unity Check 0.98 4—COMBINED UNITY ("4-anch E N G I N E E R I N G- 310 5th Street DATE: 3/3/2017 since 1977 Springfield, Oregon 97477 PROJECT: 17-024 Springfield School Dist Safety Proj THS Netting civil - transportation Telephone: (541) 746 0637 BY: Joshua Annett !structur al ' geotechnical CHECKED BY: Rick Hernandez, P.E, S.E int post D25 ASCE 7-10 Chapter 13 - Seismic Design Non -Structural Components Shape of Footing 1/2" Post Movement Acceptable? Ground -Level Constraint Condition Allowable Soil -Bearing Pressure, S1 Allowable Lateral Soil -Bearing Pressure, S3 Applied Axial Force, Pa DESIGN MOMENT! HEIGHT OF APPLIED LATERAL FORCES Applied Lateral Force, Pv Height of Applied Lateral Force, In Applied Moment at Base, Mb Lateral Soil -Bearing Pressure for Design, q Critical Bearing Pressure at depth, qmax A Depth of Overburden Design Size of Footing 25 in Design Depth of Footing Required Width of Footing 7.38 in Required Depth of Footing ROUND Yes Non -Constrained 1500 psf (OSSC Table 1806.2) 100 psf (OSSCTable 1806.2) 200 lb 629.7 lb (Wind/Seismic Only 12.75 ft 0lb-ft IWind/Seismic Only 267 psf 489 psf 1.45 0 in 2.08 ft 5.5 ft 0.62 ft OK 5.27 ft OK 5/20 8029.0 Ib -ft anch ENGINEERIN&3105thStreet 6/20 DATE: 3/3/2017 sinu1977 Springfield, Oregon 97477 PROJECT: 17-024 Springfield School Dist Safety Proj THS Netting Telephone: (541) 746 0637 BY: Joshua Annett CHECKED BY: Rick Hernandez, P.E, S.E brace post D25 ASCE 7-10 Chapter 13 - Seismic Design Non -Structural Components Shape of Footing 1/2" Post Movement Acceptable? Ground -Level Constraint Condition Allowable Soil -Bearing Pressure, S1 Allowable Lateral Soil -Bearing Pressure, S3 Applied Axial Force, Pa DESIGN MOMENT / HEIGHT OF APPLIED LATERAL FORCE —1 Applied Lateral Force, Pv Height of Applied Lateral Force, h Applied Moment at Base, Mb Lateral Soil -Bearing Pressure for Design, q Critical Bearing Pressure at depth, qmax A Depth of Overburden Design Size of Footing 25 in Design Depth of Footing ROUND Yes Non -Constrained 1500 psf (OSSC Table 1806.2) 100 psf (OSSC Table 1806.2) 1752 lb 663.2 lb (Wind/Seismic Only 12.75 ft 0lb-ft (Wind/Seismic Only 267 psf 489 psf 1.52 0 in 2.08 ft S.5 ft Required Width of Footing 21.82 in 1.82 ft OK Required Depth of Footing 5.43 ft OK 0'i'i a n c h NGINEERING93105thStreet DATE: 3/3/2017 sincelsn Springfield, Oregon 97477 PROJECT: 17-024 Springfield School Dist Safety Proj THS Netting Telephone: (541) 746 0637 BY: Joshua Annett CHECKED BY: Rick Hernandez, P.E, S.E end post D25 ASCE 7-30 Chapter 13 - Seismic Design Non -Structural Components Shape of Footing 1/2" Post Movement Acceptable? Ground -Level Constraint Condition Allowable Soil -Bearing Pressure, S1 Allowable Lateral Soil -Bearing Pressure, S3 Applied Axial Force, Pa DESIGN MOMENT! HEIGHT OF APPLIED LATERAL FORCE :p Applied Lateral Force, Pv Height of Applied Lateral Farce, h Applied Moment at Base, Mb Lateral Soil -Bearing Pressure for Design, q Critical Bearing Pressure at depth, qmax A Depth of Overburden Design Size of Footing 25 in Design Depth of Footing Required Width of Footing 0 in Required Depth of Footing Uplift Resistance ROUND Yes Non -Constrained 1500 psf (OSSC Table 1806.2) 100 psf (OSSC Table 1806.2) O lb 920.7 lb IWind/Seismic Only 12.75 ft 0lb-ft IWind/Seismic Only 267 psf 556 psf 1.86 0 in 2.08 ft 6.25 ft 0.00 ft OK 6.11 ft OK 920 lb 7/20 Ok'kanch tlGI N E ERING=3105th Street DATE: 3/3/2017 siwe1977 Springfield, Oregon 97477 PROJECT: 17-024 Springfield School Dist Safety Proj THS Netting Telephone: (541) 746 0637 BY: Joshua Annett CHECKED BY: Rick Hernandez, P.E, S.E Int post D32 ASCE 7-10 Chapter 13 - Seismic Design Non -Structural Components Shape of Footing 1/2 Post Movement Acceptable? Ground -Level Constraint Condition Allowable Soil -Bearing Pressure, 51 Allowable Lateral Soil -Bearing Pressure, S3 Applied Axial Force, Pa DESIGN MOMENT / HEIGHT OF APPLIED LATERAL FORCE —0 Applied Lateral Force, Pv Height of Applied Lateral Force, h Applied Moment at Base, Mb Lateral Soil -Bearing Pressure for Design, q Critical Bearing Pressure at depth, qmax A Depth of Overburden Design Size of Footing 32 in Design Depth of Footing Required Width of Footing 7 in Required Depth of Footing ROUND Yes Non -Constrained 1500 psf (OSSC Table 1806.2) 100 psf (OSSC Table 1806.2) 200 lb 629.71b (Wind/Seismic Only 12.75 ft 0lb-ft (Wind/Seismic Only 267 psf 444 psf 1.24 0 in 2.67 ft 5 f 0.58 ft OK 4.83 ft OK 8/20 ( � anch ENGIN EERING9310SthStreet DATE: 3/3/2017 si-1977 Springfield, Oregon 97477 PROJECT: 17-024 Springfield School Dist Safety Proj THS Netting Telephone: (541) 746 0637 BY: Joshua Annett CHECKED BY: Rick Hernandez, P.E, S.E brace post D32 ASCE 7-30 Chapter 13 - Seismic Design Non -Structural Components Shape of Footing 1/2" Post Movement Acceptable? Ground -Level Constraint Condition Allowable Soil -Bearing Pressure, S1 Allowable Lateral Soil -Bearing Pressure, S3 Applied Axial Force, Pa DESIGN MOMENT / HEIGHT OF APPLIED LATERAL FORCE —j Applied Lateral Force, Pv Height of Applied Lateral Force, h Applied Moment at Base, Mb Lateral Soil -Bearing Pressure for Design, q Critical Bearing Pressure at depth, qmax A Depth of Overburden Design Size of Footing 32 in Design Depth of Footing Required Width of Footing 20.7 in Required Depth of Footing Uplift Resistance ROUND Yes Non -Constrained 1500 psf (OSSC Table 1806.2) 100 psf (OSSC Table 1806.2) 1752 Ib 663.2 lb IWind/Seismic Only 12.75 ft alb -ft IWind/Seismic Only 267 psf 444 psf 1.31 0 in 2.67 ft 5 f 1.73 ft OK 4.98 ft OK 942 lb 9/20 O.'anch ENGINEERINGa3105thStreet 10/20 DATE: 3/3/2017 sincel977 Springfield, Oregon 97477 PROJECT: 17-024 Springfield School Dist Safety Proj THS Netting Telephone: (541) 746 0637 BY: Joshua Annett CHECKED BY: Rick Hernandez, P.E, S.E end post D32 ASCE 7-10 Chapter 13 - Seismic Design Non -Structural Components Shape of Footing 1/2" Post Movement Acceptable? Ground -Level Constraint Condition Allowable Soil -Bearing Pressure, S3 Allowable Lateral Soil -Bearing Pressure, S3 Applied Axial Force, Pa DESIGN MOMENT / HEIGHT OF APPLIED LATERAL FORCE go Applied Lateral Force, Pv Height of Applied Lateral Force, h Applied Moment at Base, Mb Lateral Soil -Bearing Pressure for Design, q Critical Bearing Pressure at depth, qmax A Depth of Overburden Design Size of Footing 32 in Design Depth of Footing ROUND Yes Non -Constrained 1500 psf (OSSCTable 1806.2) 100 psf (OSSC Table 1806.2) O lb 920.7 lb (Wind/Seismic Only 12.75 ft 0lb-ft Wind/Seismic Only 267 psf 504 psf 1.60 0 in 2.67 ft 5.67 ft Required Width of Footing On 0.00 ft OK Required Depth of Footing 5.59 ft OK Uplift Resistance 1069 Ib END POST NETTING SUPPORT POST MODEL 3 INTERIOR POST OR BRACE POST OUT -OF -PLANE Results for LC 1, ASD DESIGN Branch Engineering, Inc. Joshua Annett 17-024 11/20 END POST IN -PLANE BRACE PANEL BRACE POST Springfield School Dist Safety Proj THS Netting Mar 2, 2017 at 3:56 PM post -REVISED COMPONENT SA... Results for LC f, ASD DESIGN Branch Engineering, Inc. Joshua Annett 17-024 12/20 MEMBER CALLOUT/NAME Springfield School Dist Safety Proj THS Netting Mar 2, 2017 at 3:56 PM post -REVISED COMPONENT SA... Lx Results for LC 1, ASD DESIGN 13/20 MEMBER SHAPE Branch Engineering, Inc. Joshua Annett Springfield School Dist Safety Proj THS Netting Mar 2, 2017 at 3:57 PM 17-024 post -REVISED COMPONENT SA... 128.1 128. OUT -OF -PLANE LOADS Loads: BLC 2, DL+WL - CABLE TENSION Results for LC 1, ASD DESIGN Branch Engineering, Inc. DESIGN LOADS IN/OUT OF PLANE 1287 14/20 IN -PLANE LOADS Joshua Annett Springfield School Dist Safety Proj THS Netting Mar 2, 2017 at 3:57 PM 17_024 post -REVISED COMPONENT SA... Loads: BLC 3, WL - POST Results for LC 1, ASD DESIGN Branch Engineering, Inc. Joshua Annett 17-024 ..15/20 —_......... DESIGN LOADS IN -PLANE Springfield School Dist Safety Proj THS Netting Mar z, zu I r at o.uo rive post -REVISED COMPONENT SA... Y �Lx 7 I 273 Loads: LC 1, ASD DESIGN Results for LC 1, ASD DESIGN Z -moment Reaction units are Ib and Ib -ft Branch Engineering, Inc. Joshua Annett 17-024 LOAD CASE 1- LOADS & REACTION RESULTS 170 41h 1287.81b i SOi 7.38lb/ < i 273 16/20 Springfield School Dist Safety Proj THS Netting 1752 Mar 2, 2017 at 3:59 PM post -REVISED COMPONENT SA... 72.9 Results for LC 1, ASD DESIGN Member Axial Forces (lb) Branch Engineering, Inc. Joshua Annett 17-024 LOAD CASE 1- AXIAL F 1/2" DIA. A307 BOLT ALLOWABLE SHEAR CAPACITY = 2.9 -2242.4 DIAGONAL TIE TENSION CABLE SWL = 2240/0.8 = 2800# (3) CABLE CLIP TERMINATION 80% EFFICIENCY CONNECTOR SWL = 2250# Springfield School Dist Safety Proj THS Netting Mar 2, 2017 at 4:00 PM post -REVISED COMPONENT SA... LC1- UNITY CHECK END POST COMBINED UC Member Code Checks Displayed Results for LC 1, ASD DESIGN Branch Engineering, Inc. Joshua Annett 17-024 18/20 Code Check No Calc > 1.0 s0 -1.o .75-.90 .50-.75 0.-.50 ALUES Springfield School Dist Safety Proj THS Netting Mar 2, 2017 at 4:00 PM post -REVISED COMPONENT SA... 19/20 Company Branch Engineering, Inc. Mar 2, 2017 Designer Joshua Annett 4:01 PM Job Number 17-024 Springfield School Dist Safety Proj THS Netting Checked By: Rick Hernandez, P.E., S.E. Hot Rolled Steel Properties Hot Rolled Steel Section Sets Label Shape TYR,, DesignUst Material -Des' ule int (90.?70l ..J.111801Vii.•• 1 TYP. POST PIPE 5.0 : Beam None A53 Gr.Q I TvD!cal ! 4.01 1 14.3 14. 9 I nlAL", TIF 3l8" CABLE I HBrace I None Ire R Ic .11 097 .000971 . STIR ... MSS4.500x0... HBrac t TAB PL114X2.5 I HBrac Joint Loads and Enforced Dis lacements (BLC 2: DL+WL - CABLE TENSION Member Distributed Loads (BLC 3: WL - POST . Member Label Direcitj_on Start MagnitudeLlb/f..,End Magnitudeionjft.%j _ End LoC t�[ft.%l . C 4-1- MITT D(1ST X 19.14 [Iblb/ft... 55 12.3 0 0 END Load Combinations oh— PDe..,SR.. Fa F c BLC Factor.B.LC Eador, Factor, 1 13LC Factor ASD DESIGN Yes Y '_ DL 1 1 I _$....I 6 1 Joint Reactions RISA -21D Version 12.0.0 [Z:1 ... 1 ... 1THS Baseball Nettinglpost-REVISED COMPONENT SAG ASD.r2d] Pagel 20/20 Company Branch Engineering, Inc. Mar 2, 2017 Designer Joshua Annett 4:01 PM Job Number 17-024 Springfield School Dist Safety Proj THS Netting Checked By: Rick Hernandez, P.E., S.E. Member RISC 94th 360-10 : ASD Steel Code Checks LC M b Sha a UC Max Loci Shear LIC Loelftl Pnc/om j..Pnt/om Ib Mn/om IL.., Cb E n 1 1 INT POST IPE .0 .683 0 026 06767.48884041.91 11928.646 2.146 H 1-1 b l 2 1 1 JEND POST ..j .plp.E 408 0• 1 .016 0 6767.4 4.041.97911928.64 2.168 HlAbj 1 'END POST... PIPE 5.0 2 112 0 36767.48884041.91611928.64 2.704 H1 -1b 4 ! 1 JBkACE PO -1 PIPE .0 .0-8.8 17.3741 065 17.576' 6767.48684041.91 11.928.64 1577.. H -lb 5 1 DIAGONAL.j 3/8" CABLE .942 0 , .000 1.50$ 2380.893 14.885 1 H1 -1a 6 1 . HORIZ. Bk;. HS54.500x0:. 1 0 1 .005 0 110716.09&34491,01 4005,988. 1.14 HI -lb 7 1 1 SHEAR TAB I PL1 /4x2.5 .091 0 1 .008 0 111498.03513473.05 701.722 1.659 H1 -1b 8 1 SHEAR TA:... PL1/4x2.5 .091 .33 008 .33 11498-03513473.0 7n1 721 1.682 H1 -1b, RISA -21D Version 12.0.0 [Z:\ ... \... \THS Baseball Netting\post-REVISED COMPONENT SAG ASD.r2d] Page 2 C ' _ - _- 1 PLAN. MF S1 SCALE. N.T.S. �_.N STEEL POST, HOR1Z. BRACE NETTING NETTING/CABLE PATH. PLAN VIEW EQUALLY SPACED, 20' 20' MAX. 1?3" NETTING w/ STEEL POST, HOLLOW BRAIDED TYP. r HORIZONTAL POLY ROPE BORDER 1 BRACE PIPE - I w FINISH--,,,_ GRADE 11T i j r " DIAGONAL TIE I 6" MIN. STATIC !! I END i I CABLE SAG TYP. AT POST 1 LJ MID—SPAN OF ALL S2 BRACE 1 3 HORIZ. CABLES BTWN. POST S2 S1 EACH SET OF POSTS TINGNL`TON ('S -2 i;' SCALE: N.T.S. NOTES: 1. POSTS SHALL BE 5" DIA. STD. STEEL PIPE, SCH. 40 A53 GRADE B, U.N.O. 2. STEEL PLATE SHALL BE MIN. ASTM A36. 3. ALL STEEL SHALL BE ASTM A123 GALV. w/ FINISH PER OWNER. 4. HARDWARE & ACCESSORIES SHALL BE ASTM A123 GALV. DROP FORGED OR STAINLESS STEEL. 5. CABLE SHALL BE MIN. DIAMETER SPECIFIED, SWL SPECIFIED, & OF THE FOLLOWING. TYPE a. 1x7 ENS GALV. GUY STRAND b. 709 TYPE—I GR. 304 STAINLESS STEEL WIRE ROPE c. 7X19 GALV HIGH—CARBON STEEL WIRE' ROPE 6. NETTING SHALL BE NOTTED 136 TREATED .13" SQ. MESH w/ 2.6 MM TWINE MAX. 10% PROJECTED WIND AREA. Z EDGES OF NETTING SHALL BE BOUND TO j" MIN. HOLLOW—BRAIDED ROPE. LEADLINE RECOMMENDED AT BOTTOM EDGE 8. CABLE & CONNECTIONS SHALL HAVE MIN. SAFE WORKING LOAD (SWL) PER SCHEDULE 9. EYE—BOLTS SHALL BE SHOULDERED TYPE. NETTING CONNECTOR SCHEDULE TYPE TOP/BOTTOM CABLE MID„ CABLE VERTICAL CABLE _ 19 HOG RING 12" o. c. 24" o. c. 12" O.C. " SNAP CLIP/ 24" O.C. 36" o. c. 24" ox. CARABINER SPECIAL INSPECTION: STRUCTURAL WELDING DESIGN CRITERIA: WIND SPEED: 120 mph EXPOSURE: C RISK CATEGORY.- 16" CABLE PER NOTE TYP. TOP, MID, BOTTOM & VERTICALS I `--NETTING IS ATTACHED TO THE CABLES VIA HOG RINGS, SNAP � CLIPS OR CARABINER. ON ALL HORIZONTAL AND VERTICAL CABLES. SEE CONNECTOR SCHEDULE. (E) CHAINLINK FENCING (NOT SHOWN) TYP. INTERIOR POST52 NETTING PER NOTE & OWNER. NETTING CONNECTION PER SCIzECUCE &2 S2 5 " DIA. SCH 40 STEEL PIPE CAST—IN—PLACE CONCRETE FOOTING PER NETTING INSTALL SEQUENCE I. INSTALL IJUSIS, DIAGONAL TIE, AND HORIZ. BRACE PER PLAN. 2. INSTALL HORIZONTAL CABLES. J. FASTEN NETTING TO TOP . CABLE. 4. INSTALL VERTICAL CABLES OVER NETTING w/ NETTING REMAINING BETWEEN STEEL POST & VERTICAL CABLE. DO NOT TENSION VERTICAL CABLES. 5. FASTEN ,NETTING PER SCHEDULE FOOTING SCHEDULE TYPE DIA. OPTIONS DEPTH VERBCAL BARS END POST 2.5'�., 6'-3" 5 32" 5'-8" 7 BRACE POST 25" 5'-61)y 5 32" 5'-0" 7 INTERIOR POST 25" _ 5'-6" 5 32" 5'-0" 7 SAFE WORKING LOAD SCHEDULE CABLE CONNECTORS • .. .... _.......... O NETTING SUPPORT 16501 13001 DIAGONAL TIE 28001 22501 MATCH (E) FENCE (E) 7'-6 —.2'-0" MIN. LAP r EXISTING CHAINLINK FENCE POST (BEYOND) EXISTING CHAINLINK FENCE POST FOOTING (BEYOND) ,NEY21ING SECTION Si SCALE. N. T .S. oanc N'GINEERING_ Sincet9.. civil . transportation structural • geotechnical SURVEYING 310 5th street 5pringfield, 00.97477 p: 541.746.0637 W wAranchEnglneering.com Spr.gReld OR 1 51111 OR u Lu nu ® z >- W Z W J J 00 u LA � m (A J _® �® 0 ®(A = 00 ® = rn z W Z a Q r LLF— O �� No z w LL Ice Lr) z M �� rn ML/) revisions: OCTUR�� `1� 0**ROF`s !■ �/`3- _/� date: MARCH 3, 2017 drawn by: SLB designer: JJA #E7092PE wwo tno; 17.024 Digital1� signed by Tiiezido Hemandu PLAN & OREGOPJ �j����FC• ELEVATIONS 30 2." P�Q� �0 HE \ sheet S1 Renews: JUNE 30, 2017 TYP. ALL A CAP CAPS ROUND HSS 4.5x0.125 S2 ISI -1— (— +I INS - - - \ CABLE S2 STE7YPEL POST, TURN BUCKLE & I i SHACKLE (OPTIONAL)` 4Se L CABLE SHOULDER EYEBOLT, TYP. I I -- j" DIAGONAL TIE CABLE INSTALL TIGHT, NO SAG , 2 TYP. ALL BRACE POST - 32 CABLE END FOOTING CONNECTIONS PER ( I TURNBUCKLE it TYP S2 i i SHACKLE END POST -:GUY GRIP wl THIMBLE ---q HSS A" VERTICAL CABLE, TYP. INTERIOR POST POSTS & CONNECTIONS 12 SCALE: N.T.S. 12" MIN. OR DEPTH TO SUITABLE. NATIVE SOIL 2TYP. ALL 3 2 CABLE END CONNECTIONS i" SHOULDER EYE -BOLT, TYP. PLAN VIEW R" END CAP Rx3 "x3" - TYP OF (2) NOTE: OTHER CONNECTIONS MAY BE REQUIRED THAT ARE NOT SHOWN HERE. SEE 1/S2 FOR INFORMATION NOT SHOWN HERE. _CAP PER .. S2 J" A307 BOLT wl STANDARD , NUT & WASHER POST PER PLAN HORIZONTAL BRACE CONNECTION co —^A r r_ 4 . /n n_ 1 e n " --- 3 CLR. TYP. 8" MIN. NETTING , ROPE BORDER BOUND DEAD END OF CABLE TO NETTING (3) CABLE CLAMPS EQUALLY -PREFORMED GUY GRIP (OPTIONAL FOR USE SPACED w/ U -BOLT OF ALL wl O GUY STRAND) CLIPS ON DEAD END OF CABLE. TORQUE PER MFG. SPECIFICATION CABLE �-THIMBLE THIMBLE 19 GALV. FENCE/ SCREEN RING NETTING- NETTING CABLE 19 FENCE RING ��� ROPE BORDER (PRE LOAD) 19 FENCE RING �I -CABLE (INSTALLED) 2 TYP. CABLE END & NET CONNECTION S2 SCALE: N.T.S. - SLOPE AWAY FROM POST AT 27. MIN. • CAST -IN-PLACE >3lem un � DIA. HOLE 3 MIN. FROM CONCRETE FOOTINGRuz 14 BARS, PER SHCEDULE, �. CONTINUOUS AT EQUAL SPACING AROUND PERIMETER OF FOOTING. ►I 0-2�' TYP' j� t oQW0co, AT 12"o.c. ��yQ . •e J P. wQ� EACH LAYER 00 /s O � � __j w ► 00 ( J .ID'... _0 00 J 0 00 , 2 = V 4 FOOTING DETAIL Cri 1 C`/I A 1 C. 1 /n'_ 1 ' 11 " az a� 5 BAR 16" LONG THROUGH >3lem un � DIA. HOLE 3 MIN. FROM END OF STEEL PIPE 14 BARS, PER SHCEDULE, CONTINUOUS AT EQUAL SPACING AROUND PERIMETER OF FOOTING. _ 0-2�' TYP' — 13 HOOP TIES wl STD. HOOKS F— z AT 12"o.c. ��yQ ROTATE HOOK J LOCATION AT inLLI EACH LAYER 00 UCTURq� 0 PROFFs #67092PE ftii:.ally signed by Ri lf& He tandiez OREGON 30 201 Q� 0.....,.....• I11A1CO/1 7l1i7 1GINEERING.- , SSue 1977 civil . transportation structural. geotechnical Springfield. OR 97477 Spnngnelg Un I revisions: >3lem un V LLJ n 0 Z a _ F— z W J LL J inLLI 00 V V) 00 ( J _0 00 J 0 00 , 2 = V (A awir. z ' O W w LL ,`LJ o V z Lf) _J w s 00 U u') CL 2 M ` w L V 1 1 - m Lan Lan - revisions: drawn by: JLB designer: DA project no: 17-024 POST D LTAI LS cheer: %2