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Home My WebLink AboutApplication APPLICANT 8/13/2021'City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review ISPRINGFI� Application Type (Applicant: check Site Plan Review Pre -Submittal: ] Major Site Plan Modification Pre -Submittal • ❑ Site Plan Review Submittal: ❑X Major Site Plan Modification Submittal: Required Project Information (Applicant., complete this section) Applicant Name: Brett Yancey Phone: ❑ Company: Springfield School District Ema1l:bdtLyanwy@spnngfiek1.kl2.onu Address: 640 A Street, Springfield, OR 97477 Applicant's Re .:Anthony J. Favreau Phone: 541-683-7048 Com n :The Favreau Group, LLC Email: fav*eaugroup@msn.wm Address -3750 Norwich Ave., Eugene, OR 97408 Property Owner: Same as applicant Phone: Company; Email: Address: ASSESSOR'S MAP NO:17-03-26-34 TAX LOT NOS :6200 Property Address: _ Size of Property: 3.8 Acres Elsquare Feet [I, Proposed No. of r acre: 0 Proposed Name of Project: Hamlin School Baseball Field Description of If you arc filling in this form by hand, please attach your propesal description to this application. Proposal; Rebuild existing baseball field with artifcal turf Existing Use: Hamlin School Baseball Field New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 14,000 sf Si natures: Please si n and printyour name and date in the approUriate Required Project Information (City Intake Staff., Associated Applications: box on the next complete this section) Signs: a e. Pre -Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Posta a Fee: $ TOTAL FEES: $ PROJECT NUMBER: Revised 1/7/14 KL 1 of 11 Owner Signatures This application form is used for both the required pre -submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application process. An application without the Owner's original signature will not be accepted. The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. I/we do hereby acknowledge that I/we are legally responsible for all statutory timelines, information, requests and requirements conveyed to my representative. Owner: I Date: I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre -Submittal Meeting, I affirm the Information identified by Me City as necessary for processing the application is provided herein or the inform abon will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves as written notice pursuant to the requirements of ORS 22].1]8 pertaining to a complete application. Date: ae j Signature Revised 1/7/14 KL 2 of 11 June 10, 2021 Assessor's Map: 17-03-26-34 Tax Lot 6200 NARRATIVE Applicant: Springfield School District 640 A Street Springfield, OR Brett Yancey Applicant's Representative: The Favreau Group 3750 Norwich Ave. Eugene, OR 97408 541-683-7048 Atm: Anthony Favreau LAND USE REQUEST The applicant is seeking approval of the reconstruction of the existing baseball field and adjacent walks on the subject site. SITE AND SURROUNDING CHARACTERISTICS The subject site currently is a natural turf baseball field with dugouts and concrete walks. This proposal is to replace the existing natural turf on the baseball field with artificial turf, along with adding bleachers, new dugouts and concrete picnic areas adjacent to the baseball field. No increase in stormwater runoff is anticipated. In fact, the open rock under the artificial turf will add about 46,000 cubic feet of additional stormwater storage in the event the current drainage system backs up. SITE PLAN APPROVAL The applicant is seeking an approval of this baseball field and adjacent walks reconstruction. The total area of disturbance is about 140,000 square feet. The site will be landscaped with natural lawn in the disturbed areas outside of the baseball field. The proposed development is compatible with the surrounding developments because the site will remain a baseball field. There will be no hazardous materials stored on site as a part of this reconstruction Stormwater Surface Filtrationilnfiltration Facility Sizing Spreadsheet 24 Hour Storm, NRCS Type 1 A Rainfall Distribution City of Eugene Name: Hamlin Middle School Date: 7/9/2021 Address: 98 Permit Number: Permit Total Square Footage of Drainage Area= 24500 Catchment to: North basin m Anthony J. Favreau V: The Favreau Group Complete this form for each drainage catchment in the project site that is to be sized per the Presumptive Approach. Provide a distinctive Catchment ID for each facility coordinated vdth the site basin map to co -elate the appropriate calculations with the facility. The maximum drainage catchment to be modeled per the Presumptive Approach is 1 acre (43,560 SF) =or infiltration facilities in Class A or B soils where no infiltration testing has been pedromed use an infiltration rate of OS War. For all facilities use a maximum soil infiltration rate of 2.5 War for topsoil/growing medium. loose "Yes" fmm the dmpdown boxes below next to the design standards requirements for this facility. Pollution Reduction (PR) Yes Flow Control FC)l No Destination(DT) No 'nnim'uo-ation kciiiry must becMsen as o -a txiiiry ttvew rreettlesonation requiremems Total Square Footage Impervious Area=20100 Rainfall De h sift Total Square Footage Pervious A 4400 sgfl Impervious Area CN=l 98 Flow Control Pervious Area CN=l 85 Total Square Footage of Drainage Area= 24500 all Time of Concentration Post Development= OS min Weighted Average CN=l 96 Pre�Development CN= 85 Time of Concentration Pre�Davelopment= 10 min Tested Soil Infiltration Rate= i,Vhr (See We 4) Destination Design=®in/hr Design Soil Infiltration Rate= 1.5 iNhr Soil Infiltration Rate R uirement Rainfall De h Dari -Storm Pollution Redugion 1.4 inches Water Qualtl Flow Control 3.6 inches Flood Control Destination I 3.6 inches Flood Control Facility Facility Side Slop( Max. Ponding Depth in Stormwater Facility - Depth of Growing Medium (So 8/17/2021-11:42 AM Facility Sudace Facility Sudace Pern Facility Bottom Facility Bottom Pern Ratio of Facility Area to Basin Vc Pollution Reduction-Calculation Results ca Peak Flow Rate to Stormwater Facility =q,3 Peak Facility Overflow Rate= 0.000 cis Total Runoff Volume to Stormwater Facilitycf Total Overflow Volume= 0 cf Max. Depth of Stormwater in Facility=in Drawdown Time=hours Yes Facility Sizing Meets Pollution Reduction Standards? VES Meets Requirement of No Facility Flooding? VES Meets Requirement for Maximum of 18 Hour Drawdown Time? Flow Control-Calculation Results Peak Flow Rate to Stormwater Facility = 0.501 cfs Peak Facility Overflow Rate= 0.489 cfs Total Runoff Volume to Stormwater Facility= 6331 cf Total Overflow Volume= 3148 cf Peak Off -Site Flow Rate Max. Depth of Stormwater in Facility= 12.0 in Filtration Facility Untlertlrain= NVl cfs Drawdown Time= 8.2 hours Pre-Devekmment Runoff Data Peak Flow Rate = 0.293 cfs Total Runoff Volume =1 4295 cf =Facility Sizing Meets Flow Control Standards? Nw Meets Requirement for Post Development offsite flow less or equal to Pre-Development Flow? ZI NW Meets Requirement for Maximum of 18 Hour Drawdown Time? Destination-Calculation Results Peak Flow Rate to Stormwater Facility = N/A cfs Peak Facility Overflow Rate= N/A cfs Total Runoff Volume to Stormwater Facility= N/A cf Total Overflow Volume= N/A cf Max. Depth of Stormwater in Facility- N/A in Drawdown Time= N/A hours N/A Facility Sizing Meets Destination Standards? N/A Meets Requirement of No Facility Flooding? L.2LAJMftts Requirement for Maximum of 30 hour Drawdown Time? 8/17/2021-11:42 AM DF -1 Elkay ezH2O Bottle Filling Station ELKAY & Bi -Level High Efficiency Vandal -Resistant Cooler SPECIFICATIONS Filtered Refrigerated Stainless ModelLVRCGRNTL8WSK PRODUCT SPECIFICATIONS Elkay ezH2O0 Bottle Filling Station, & Bi -Level High Efficiency Vandal - Resistant Cooler, Filtered Refrigerated Stainless. Chilling Capacity of 8.0 GPH (gallons per hour) of 50° F drinking water, based on 80° F inlet water and 90° F ambient, per ASH RAE 18 testing. Features shall include Antimicrobial, Filtered, Green Ticker*., Hands Free, High Efficiency, Laminar Flow, Real Drain, Vandal Resistant, Visual Filter Monitor. Furnished with Vandal Resistant StreamSaver Ta bubbler. Electronic Battle Filler Sensor with Mechanical Front Bubbler Button activation. Product shall be Wall Mount (On Wall), for Indoor applications, serving 2 station(s). Unit shall be certified to UL 399 and CAN/CSA C22.2 No. 120. Unit shall be lead-free design which is certified to NSF/ANSI 61 & 372 (lead free) and meets Federal and State low -lead requirements. Special Features: Antimicrobial, Filtered, Green TickerTa, Hands Free, High Efficiency, Laminar Flow, Real Drain, Vandal Resistant, Visual Filter Monitor Finish: Stainless Steel Power: 115V/60Hz Bubbler Style: Vandal Resistant Stream5aver Ta Activation by: Electronic Bottle Filler Sensorwith Mechanical Front Bubbler Button Mounting Type: Wall Mount On Wall Chilling C aci 8.0 GPH Full Load Ams 1 Rated Watts: 260 Dimensions L x W x H: 36-1/8' x 18-5/8' x 46-1/4" Approx. Shipping Weight, 115 lbs. Installation Location: Indoor No. of Stations Served: 2 'Based on 80° F inlet water & 90° F ambient air temp for 50° F chilled drinking water. • Mechanically -Activated bubbler continues to supply water in event of service disruptions. • Visual Filter Monitor: LED Filter Status Indicator for when filter change is necessary. • Filter is certified to NSF 42 and 53 for lead, particulate, chlorine, taste and odor reduction. 3,000 gal. capacity. • High-performance compressor and insulation greatly reduce energy consumption. • Green Ticker: Informs user of number of 20 oz. plasticwater bottles saved from waste. • Laminar flow provides clean fill with minimal splash. • Silver Ion Antimicrobial protection on key plastic components to inhibit the growth of mold and mildew. • Real Drain System eliminates standing water. PART: OTY: CONTACT: DATE: NOTES: APPROVAL: i� Included with Product: Water Cooler (LVRCGRNTL8VYSC), Bottle Filler (LZWSR), Filter T Ships in multiple boxes. AMERICAN PRIDE. A LIFETIME TRADITION. Uke yourfamily, Me Elkay family has values and traditions that endure. Fatenrost a cent. ry, Elkayhas been a fare y -boomed a" USA created company, powdmg thwmnds oflobe that support out .® families and communides. PRODUCT COMPLIANCE ADA & ICC All 7.1 ASME A112.19.3/CSA 845.4 Buy American Act CAN/CSA C22.2 No. 120 Greerspece NSF/ANSI 42, 53, 61, & 372 (lead free) UL 339,9 �EIY Green$pec' I STED Intertekus C�'"` US m ®CenplixwiMADA&ICCA117.1 awesbilityrequirenentswmninsi emMing to Me requirements outlined in Mex standards. In bbillaecn may require addidoual compouents andlcr cone rucem fimarx to be fully compliant Consult Me Inial AuMeity Mating ar soicdon if necessary. Installation Instructions (PDF) 5 Year Limited Warranty on the refrigeration system of the unit. Electrical components and water system arewarranted for 12 months from date of installation. Warranty pertains to drinking water applications only. Non -drinking water applications are not covered under warranty. Warranty (PDF) In keeping with ourpoky d continuing product Imprommed, E&ay reserves the right to change product specifications wrlhout nctk:e. Please visrl elkay.com for the mast currant vem onof Ebrayp-oduct spscificationsheets. Th8 specification dascntws an Eikaypoduat with design, qualify, andfurwtiwrel b rmfita tothe user. When makingacompensonddherpralu m'd rings, be cenainthese features are motomrkwked. Elkay REV 07062021 1333 Butterfield Road, Suite 200 © 2021 Page 1 LVRCGRNTL8WSK Downers Grove, IL 60515 LVRCGRNTL8WSK spec.pdf Included with Product: Water Cooler (LVRCGRNTL8VYSC), Bottle Filler (LZWSR), Filter T Ships in multiple boxes. AMERICAN PRIDE. A LIFETIME TRADITION. Uke yourfamily, Me Elkay family has values and traditions that endure. Fatenrost a cent. ry, Elkayhas been a fare y -boomed a" USA created company, powdmg thwmnds oflobe that support out .® families and communides. PRODUCT COMPLIANCE ADA & ICC All 7.1 ASME A112.19.3/CSA 845.4 Buy American Act CAN/CSA C22.2 No. 120 Greerspece NSF/ANSI 42, 53, 61, & 372 (lead free) UL 339,9 �EIY Green$pec' I STED Intertekus C�'"` US m ®CenplixwiMADA&ICCA117.1 awesbilityrequirenentswmninsi emMing to Me requirements outlined in Mex standards. In bbillaecn may require addidoual compouents andlcr cone rucem fimarx to be fully compliant Consult Me Inial AuMeity Mating ar soicdon if necessary. Installation Instructions (PDF) 5 Year Limited Warranty on the refrigeration system of the unit. Electrical components and water system arewarranted for 12 months from date of installation. Warranty pertains to drinking water applications only. Non -drinking water applications are not covered under warranty. Warranty (PDF) In keeping with ourpoky d continuing product Imprommed, E&ay reserves the right to change product specifications wrlhout nctk:e. Please visrl elkay.com for the mast currant vem onof Ebrayp-oduct spscificationsheets. Th8 specification dascntws an Eikaypoduat with design, qualify, andfurwtiwrel b rmfita tothe user. When makingacompensonddherpralu m'd rings, be cenainthese features are motomrkwked. Elkay REV 07062021 1333 Butterfield Road, Suite 200 © 2021 Page 1 LVRCGRNTL8WSK Downers Grove, IL 60515 LVRCGRNTL8WSK spec.pdf Elkay ezH2O Bottle Filling Station ELKAY & Bi -Level High Efficiency Vandal -Resistant Cooler SPECIFICATIONS Filtered Refrigerated Stainless ModelLVRCGRNTL8WSK COOLING SYSTEM • Compressor: Hermetically -sealed, reciprocating type, single phase. Sealed -in lifetime lubrication. • Condenser: Fan cooled, copper tube with aluminum fins. Fan motor is permanently lubricated. • Cooling Unit: Combination tube -tank type. Continuous copper tubing with is fully insulated with EPS foam that meets UL requirements for self- tinguishing material. • Refrigerant Control: Refrigerant HFC -134a is controlled by accurately calibrated capillary tube for positively trouble-free operation. • Temperature Control: Easily accessible enclosed adjustable thermostat is factory preset. Requires no adjustment other than for altitude requirements. Optional Accessories Elkay WaterSentry Plus Replacement Filter (Bottle Fillers) ` 61300C Spec Sheet (PDF1 Accessory- Cane Apron for HAC, HVR, EMABF & VRC Models (Stainless) 98324C Spec Sheet (PDF1 Accessory- Power Block for Multistation Bottle Filling Stations \ 36292C Spec Sheet (PDF1 WaterSentry Fresh 6000 CTO Replacement Filter(2pack) WSF6000R-2PK Spec Sheet (PDF - In keeping wthourp ky&continuingpoduct Imprommeht,E&ayreservesthe rightfochangepodud specifications without notice. Please visdelkay.com for themastcurrentvemm&Ekayp-oductspeclflc msheets. Thisspecificationdescribes an Ekayproduct with clesign,q Idy, andfunctlonelbenefits to theuser. When making a comparison &&herpraiucers oflerirgs, be certain these features ane nctoverkroked. Elkay REV 07062021 1333 Butterfield Road, Suite 200 © 2021 Page 2 LVRCGRNTL8WSK Downers Grove, IL 60515 LVRCGRNTL8WSK spec.pdf Elkay ezH2O Bottle Filling Station ELKAY & Bi -Level High Efficiency Vandal -Resistant Cooler SPECIFICATIONS Filtered Refrigerated Stainless ModelLVRCGRNTL8WSK INSTALLER PLEASE NOTE: This water cooler has been desigqreal and built to provide water to the userwhich has not been altered by matonals in to mdarwaterways The grounding of eleabrob equipment such as telephone, computer etcto water lines is a common procedure The grounding may barn the building but may also occur away from the bu diirr��. This grourdrrp can cause eledncal feedback into a water cooler creating an all es which creates a metallic taste or causes an increase in the metal content of Ne water. This condition is avoidable by installing the cooler using the proper materials as shown below lastic to completely seats the cooler (as shown). Water and alecVical FLOOR OPERATION OF QUICK CONNECT FITTINGS Simply push in Tube is secured Push in collet to Waste attaqch in Pass release tube A� B C Pushing tube in before pulling It out helps to release tube Wa ersenlry" Plus Filter system 1':<1: _ - LEGEND'. KLUUUE Hi BY 31 NUI -t5 FUK INS I ALLA I ION OF UH ILUK,sl AUA UVULI A = Recommended Water Supply location. Shut-off Valve notfurnished)to accept 318' 0. D. unplated copper tube. Up to 3" (76mm) maximum out from wall. B= Recommended Waste Outlet location. To accommoda a 1-112" nominal drain. Drain stub 2" (51 mm) out from wall. C -1-112' Trap (not furnished). D = Electrical Supply 3) Wire Recessed Box Duplex Outlet. E =Insure DDroper von ilation by maintainingg 6" (152mm) minimum clearance from cabinet louvers to wall. F = 7116" (11mm1 Bolt Holes for fastening to wall Note' New Installlations Must Use Ground Fault Circuit Interrupter (GFCI). It is highly recommended that the circuit be dedicated and the load protection be sized for 20 amps. In keeping with ourpollcy d continuing product Improvement, E&ay reserves the right to change product specifications without notes. Please Nsrt elksy.cwe for the mast current version& Ellrayproduct specification sheets. This specification clescdhes an Ellray product with design, qualRy, sandy hunctlonal henehts to the user. Whenmakingacompedson&dherpnalu m'd dngs,hecedaintheseiatunesanenaloverkw .. Elkay REV 07062021 1333 Butterfield Road, Suite 200 © 2021 Page 3 LVRCGRNTL8WSK Downers Grove, IL 60515 LVRCGRNTLSWSK spec.pdf L-1 Aqualyn® Countertop Sink • Made from vitreous china • Self -rimming with cutout template supplied • Front overflow • Faucet ledge ❑ 0475.020 Faucet holes on 8" (203mm) centers (illustrated) wrsxSM ❑ 0475.920 Faucet holes on 8" (203mm) centers • Less overflow nes NOT ax sxacT ❑ 0476.028 Faucet holes on 4" (102mm) centers ❑ 0476.037 Faucet holes on 4" (102mm) Centers • Extra right-hand hole IT, ❑ 0475.035 Faucet holes on 4" (102mm) centers • Extra left-hand hole BARRIER ❑ 0476.928 Faucet holes on 4" (102mm) centers • Less overflow 92 -9-0475.047 Center hole only Nominal Dimensions: 518 x 441mm (20-3/8" x 17-3/8") Bowl sizes: 406mm (16") wide 254mm (10")front to back 143mm (5-5/8") deep Compliance Certifications - Meets or Exceeds the Following Specifications: • ASME A112.19.2M for Vitreous China Fixtures To Be Specified: ❑ Color. LI White ❑ Bone ❑ Linen ❑ Faucet': 7 Faucet Finish: 7 Supplies: 7 1-1/4" Trap: See faucet section for additional models available Aqualyn® Countertop Sink ®BARRIER FREE VITRE USCHINA t SEE REVERSE FOR ADDITIONAL ROUGHING -IN DIMENSIONS MEETS THE AMERICANS WITH DISABILITIES ACT GUIDELINES ANDANSIA117.1 ACCESSIBLEANDUSABLE BUILDINGS AND FACILITIES - CHECK LOCAL CODES. Install lavatory 864mm (34') from finished floor. Lavatory installed 51 mm (2') minimum from front edge of countertop provides 686mm (0-) knee clearance area. L-1 _z.: uvwc vox -rer.> wrsxSM xvo ss oxu nes NOT ax sxacT ap xsswvnrox. IT, BARRIER 92 NOTES: DIMENSIONS SHOWN FOR LOCATION OF SUPPLIES AND "P"TRAP ARE SUGGESTED. FOR COUNTERTOP CUTOUT AND INSTALLATION INSTRUCTIONS USE TEMPLATE SUPPLIED WITH SINK. FITTINGS NOT INCLUDED WITH FIXTURE AND MUST BE ORDERED SEPARATELY. SEALING COMPOUND SUPPLIED BY OTHERS. IMPORTANT: DimemiomdfiaurasamnomirelaMmeyvarywfthintheraa,e of tolerances ealabliahed by ANSI Standard A112.19.2. These measurements are subject to change or cancellation. No responcibilry is assumed for we of superseded or voided pages. J29 ® 2020 AS America Inc. spec 0475-00V6_Aquafyn CountertopSink Rev. 31120 {?tli Aqualyn® s� Countertop Sink BARRIER MEE VITREOUS CHINA centers 0476.037 Faucet holes on 4" (102mm) centers 0476.028 Faucet holes on 4" (102mm) • Extra right-hand hole 0475.035 Faucet holes on 4" (102mm) centers • Extra left-hand hole ®MEETS THE AMERICANS WITH DISABILITIES ACT GUIDELINES AND ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES -CHECK LOCAL CODES. Install lavatory 864mm (34') from finished floor. Lavatory installed 51 mm IT) minimum from front edge of countertop provides 686mm (27') knee clearance area. DAUfflee— siamsesede NOTES: DIMENSIONS SHOWN FOR LOCATION OF SUPPLIES AND "P"TRAP ARE SUGGESTED. FOR COUNTERTOP CUTOUT AND INSTALLATION INSTRUCTIONS USE TEMPLATE SUPPLIED WITH SINK. FITTINGS NOT INCLUDED WITH FIXTURE AND MUST BE ORDERED SEPARATELY. SEALING COMPOUND SUPPLIED BY OTHERS. IMPORTANT: Dimensions of fixtures are nominal and may vary within the rao,e of toleraroas establishe l by ANSI Standard A11219.2. Thess measurements are subject to change or cancellation. No aso,onsibility is assumed for use of superseded or voided pages. ® 2020 AS America Inc. EAAE.MU" L-1 W. W.04T5-OST6_AquatynCountertapSinkRay.31420 SLOAN. OPTIMA® SENSOREAFA200 OPTIONS Power Type R Hardwired Body Type ,8 -Mid Mounting P Deck Power Supply �PIUg Adapter (PLG) I 0 Hardwired Less Transformer (HLT) Sensor Type -f3. Infrared (IR) Flow Rate 4a_0 5 gpm (2 Lpm) (0.5GPM) Image for a standard EAF-200 shown 0 0.35 gpm (1 Lpm) (0.35GPM) 0 1.0 gpm (4 Lpm) (1.OGPM) DESCRIPTION Spray Type Optima® Hardwired -Powered Deck -Mounted Mid Body Faucet 0 Aerated (AER) Q Multi -Laminar (MLM) FEATURES 0 Laminar (LAM) Commercial Grade, ADA Compliant, Electronic, Sensor - Activated, Die -Cast Metal Hand Washing Faucet with the Finish following features: a Polished Chrome (CP) • Double Infrared Sensors with Automatic Setting Feature and Microprocessor Control Access • Automatic Self -adapting Sensor Technology _p -Above Deck • Magnetic Solenoid Valve Mixer • Water Supply Connection with Flexible High-pressure Hose and Strainer 0 Integrated Side Mixer (ISM) • 6 Volt DC Plug-in Adapter (must be ordered separately for 0 Mixer Not Included Less Adapter/rransfonmer(-LT)faucets) jjAntegrated Thermostatic Mixer (ITM) • Appropriate Mounting Hardware included Special Features • 3 year limited warranty 0 IQ Click (IQ) 0 Carbon Offset (CO) DOWNLOADS 0 Less Logo (LL) • EAF 200/225/250/275 Installation Instructions 0 IC Click (IC) • EAF 200/225/250/275 (SP) Installation Instructions 0 Drain Pop Up (DPU) • Faucet Spray Heads Repair and Maintenance Guide Compliances & Certifications • Optima Plus EAF 200 Repair and Maintenance Guide —13 ADA Compliant • Additional Downloads $ ASME A112.18.1 Compliant VIDEOS 0 CEC Compliant O Sloan Connect App® 0 NYC604.4 0 Proposition 65 0 TAS Sloan 10500 Seymour Ave, Franklin Park, IL 60131 Phone: 800.982.5839 • Fax: 800.447.8329 • sloan.com Downloaded 08/02/21 • • Yew Latest Version Page 1 of 2 MS -1 f%ter►��S�AaAnl Style That Works Better FLORWELLT's SERVICE SINK • Enameled Cast iron • 3" outlet • Corner model 741.000 Fixture only - Less rim guard ❑ 7745.811 Removable vinyl rim guard Nominal Dimensions: 711 x 711 x 330mm (28" x 28" x 13") Compliance Certifications - Meets or Exceeds the Following Specifications: • ASME A112.19.1 for Cast Iron Plumbing Fixtures FLORWELLTN7 SERVICE SINK ENAMELED CAST IRON To Be Specified:E.e�waL I LI Faucet: 8344.112 faucet with top brace, �„_ stops, and vacuum breaker ❑ Alternative Faucet: vuavlew 8 -Drain: 7721.038 flat grid drain ❑ Removable vinyl -coated rim guard: 7745.811 (black) ® 2008 AS Ameria Inc. �� Pao: Ek'�°' wi�wr,ff NOTES: PROVIDE SUITABLE REINFORCEMENT FOR ALL WALL SUPPORTS FITTINGS NOT INCLUDED AND MUST BE ORDERED SEPARATELY. IMPORTANT: Dimensions of fixtures are nominal and may vary within tine range of toleraroes established by ANSI Standard A11219.2. These measurements are sublect to chamds or camellatin. No responsiinlity is assumed for use of superseded or voided pages. "Mill Revised 8/05 Manual Sink Faucets 897-CRCF Product Type Wall -mounted manual sink faucet with 8- centers Features & Specifications • Round wall escutcheons • Includes integral check valves • 8- body, adjustable arms 7-5/8"-8-3/8"centers • Vandal Proof 2-3/8" lever handle • Ceramic 1/4 -turn operating cartridge, right-hand • Ceramic 1/4 -turn operating cartridge, left-hand • CFNowl hem Ships in 3 Days Performance Specification • Rated Operating Pressure: 26125 PSI • Rated Operating Temperature: 40-140°F Warranty • 5 -Year Limited Cartridge Warranty • Lifetime Limited Faucet Warranty • 1 -Year Limited Finish Warranty Codes & Standards • �% ASMEA112.18.1/CSAB125.1 Last Revision: 07/15/2021 • Product specifications subject to change without notice CHICAGO FAUCETS. Geberit Group Job Name hem Number SectionFrag Model Specified Architec Engineer []Submitted as Shown [] Submitted with Variations Date 2100 South Clearwater Drive Des Plaines, IL P. 847/803-5000 F: 847/803-5454 Technical: 8ODrrEC-TRUE ..chleagofaucethi 897-CRCF Architect/Eng ineer Specification CHICAGO FAUCETS. Geberit Group Chicago Faucets No. 897-CRCF, Sink Faucet for hot and wd water, wall -mounted with 7-5/8" - 8-3/8" adjustable centers. Rough chrome plated. Includes integral hot and cold water supply stops. Vacuum breaker spout with pail hook and wall brace. 23/8" metal, vandal -proof, lever handles with sixteen -point, tapered broach and secured blue and red index buttons. Ouaturn^ rebuildable compression cartridge, opens and closes 90°, closes with water pressure, features square, tapered stem. Adjustable supply arms include 1/2 NPT female union nut and integral check valves. 3/4" mak hose thread outlet. Round wall escutcheons. Integral stop valves for servicing the faucet NOTE: Atmospheric vacuum breaker is NOT intended for continuous pressure applicators. This product meet ADA ANSVICC At 17.1 requirements and is tested and codified to industrystandards: ASME At 12.18.1 /CSA 3125.1. 314 0 I 'AL1 �7-518 - B-3/8� 5116 HEX SOCKET- [194 2131 NP_SAAL SUPPLY ADJUSTABLE SUPPLY A3MS STO'S iFLYT VW Operation and Maintenance Installation should be in accordance with local plumbing codes. Flush all pipes thoroughly before installation. After installation, remove spout outlet or flow control and flush faucet thoroughly to clear any debris. Care should betaken when cleaning the product. Do not use abrasive cleaners, chemicals or solvents as they can result in surface damage. Use mild soap and warm water for cleaning and protecting the life of Chicago Faucet products. For specific operation and maintenance refer to the installation instructions and repair parts documents that are located at www.chicaaofaucets.com. Chicago Faucets, member of the Geberit Group, is the leadirg brand of commercial faucets and fittings in the United States, offering a complete range of products for schools, laboratories, hospitals, office buildings, food service, airports and sport facilities. Call 1.800.TECTRUE or 1.847.803.5000 Option 1 for installation or other technical assistance. 2100 South Clearwater Drive Des Plaines, IL P: 847/8/803-53-5000 F: 847/803-5454 Technical: 8W/TEC-TRUE Last Revision: 07/15/2021 • Product specilications subject to change without notice www.chkagofauceecorn 110 N F INIHL �OI LO IN, 1 (YPLL A'F V&lY T!8 —I/1 HOSE [481 -REAR 10-3/4 1]131 15/ 6 REi 24_ 4 t 2 -Sia 2 a L d-118 _ OVAL =LAN63 A J !1051 11 118 2 VPT 129] fENMF_E 2-I IJ 'I1 8 114 12 331 [601 314 0 I 'AL1 �7-518 - B-3/8� 5116 HEX SOCKET- [194 2131 NP_SAAL SUPPLY ADJUSTABLE SUPPLY A3MS STO'S iFLYT VW Operation and Maintenance Installation should be in accordance with local plumbing codes. Flush all pipes thoroughly before installation. After installation, remove spout outlet or flow control and flush faucet thoroughly to clear any debris. Care should betaken when cleaning the product. Do not use abrasive cleaners, chemicals or solvents as they can result in surface damage. Use mild soap and warm water for cleaning and protecting the life of Chicago Faucet products. For specific operation and maintenance refer to the installation instructions and repair parts documents that are located at www.chicaaofaucets.com. Chicago Faucets, member of the Geberit Group, is the leadirg brand of commercial faucets and fittings in the United States, offering a complete range of products for schools, laboratories, hospitals, office buildings, food service, airports and sport facilities. Call 1.800.TECTRUE or 1.847.803.5000 Option 1 for installation or other technical assistance. 2100 South Clearwater Drive Des Plaines, IL P: 847/8/803-53-5000 F: 847/803-5454 Technical: 8W/TEC-TRUE Last Revision: 07/15/2021 • Product specilications subject to change without notice www.chkagofauceecorn SLOAN. Water connects Us Model ST -2459-A Universal Closet Top Spud Vitreous China targeted! Water Closet DESCRIPTION SPECFICNTIONS Com piste viheons, china water closet Waler Closet 1-1/T(38 mm)Sputl Real Cycle • Wall hung vitreous chi. elongated bowl Model ST -2459-A Universal Closet • Sipewnjet flushing action • 1-1/2' I.P.S. top spud i nlet 5.5"(140 mm (1.1 to 1.0459 to 6.0 Ling • 2-1/8' fully glazed Vapway, diameter J. Code: • Mounding hardware cemier and toilet seat F is determined is tletermi.O by the fl.ewmeter.� i.luded I O with closet. in closed. • In rim • Waterr spot area ASIDE At 12.1.11-1/4°x8-1/2' • ASIDE A11219.2/CS4 B45.1 Colom/Einishes 40NET" 26-34'(680 mm) com RepommeMetl tlpceaarios HlcHenlaeNcrlaur • Bemis: X72-3/4'(70 mm) 1955CTM9558SCT 2155CTRI55SSCT • Church: 295CT/295SSCT — 2155CT2155SSCT 33fi no 1.fiS (42 mm) 15' 12' (381 mm) (13 mm 1 15' nom)lr--�I---�.r (Mi 75" mm ®legal ) (190 m1 / _L_1 51/8' (1 3D mm) fi 1/8'-81/8' '� 9' �yg• ®(152-203mm) (228 mm) (88 mm) b els mesal gbh ngwmmenc for s Bgb Emdensy betwgi era with a blgb efficiency AucM1tmHer la V6 02a gNlAe Wta l.1/Ib got-9.'L60lyttlwl-AUMI. u28 g MDR NINnems Mlne nn ssemm In mese Jean gene, one olmm5ms81 vavwlmintlgN AS 9Meim in one pwpw Meets the American Disabilities, roes A1nne, mch in1345:1leaheM n end sOManl.Pose eke N's iMn oaniJaeAm osteon planing rougM1 in mnl plmrbim la)w6. when and! ANSI 7.1 neo when cAl co i.talle0 according to these reouiremerDs. these GREEN" targetdwater catim targeted water closet sewnbel of vitreous china witha Q: UPC 1-12'top apu0 inlet Bowl the coupled installed Plumbing System P�ulmmems at cluding floortoStopof including "Man fAOAmopof helghdof1ll J Minimunli liming Pressure: 25 PSI nr ® �' t).Wat -A. seaq. Water Closet shall be Sl.n Model ST -2459-A. be J Maximum Static Pmssu c 80 PSI J Minimum Flux Pate: 18 run This Space for Anchite0tlEngineer shell l Job Nemo Mew Nmelspeoirwa Oscry Vaiaoons Specified asmmer/Wh iewpn confol fvMrtert The InNnmaAon meshed In Me Jemmmt a aLject m Mage wgwtn Ms. SLO/_�N. 10500 Seymour Avan. Franklin Park, IL W131 Pho.: 1-800-982-5839 Fax: 1-800-44]-8329 wuw.sl.rxalve.mm ® 2015 Sloen Valve Cougars, ST -2459-A 09-15 B COMMERCIAL FEATURES: • STA-TITE® Commercial Fastening System'" Eliminates callbacks for loosened seats 1 955C / 1955SSCT ..................................................... COMMERCIAL HEAVY-DUTY PLASTIC TOILET SEAT F7 SPECIFICATIONS: Size: Elongated Material: Plastic Style: Open Front less Cover Ring Bumpers: Four Hinges: Plastic Non Self -Sustaining Check Hinges (1955Cn or Self -Sustaining Check Hinges (1955SSCn with Non -Corroding 300 Series Stainless Steel Posts and Pintles Hardware: STA-TITE® Commercial Fastening System- Ceryn ' a� NPMWAN51212a5 Velolmenc assn e Codes & Standards: ®wry-aH commeea 0 Poorly Male in Me Eoo-Piadly -4 Bemis Manufacturing Co.. Sheboygan Falls, WI 53085 1 ToiletSeats.com I ph: 800.558.7651 1 fx: 800.292.3647 Bemis Manufacturing fa. reserves the right to make revisions wrhom notice to moixt speciiicatbns. 02018 OB7012484 SLOAN. CODE NUMBER 3910168 DESCRIPTION 1.28 gpf, Polished Chrome Finish, Fixture Connection Top Spud, Single Flush, Royal® Exposed Manual Water Closet Flushometer. DETAILS • Flush Volume: 1.28 gpf (4.8 Lpf) • Finish: Polished Chrome (CP) • Valve: Diaphragm • Valve Body Material: Semi -red Brass • Fixture Type: Water Closet • Fixture Connection: Top Spud • Rough -In Dimension: 11 %" (292mm) • Spud Coupling: 1%"(38mm) • Supply Pipe: 1" (25mm) FEATURES • PERMEX® Synthetic Rubber Diaphragm with Dual Filtered Fixed Bypass • Sweat Solder Adapter with Cover Tube & Cast Wall Flange with Set Screw • Non -Hold -Open Handle, Fixed Metering Bypass and No External Volume Adjustment to Ensure Water Conservation • Diaphragm, Handle Packing and Vacuum Breakerto be molded from PERMEX® Rubber Compound for Chloramine Resistance • ADACompliant Metal Oscillating Non -Hold -Open Handle • 1" I.P.S. Screwdriver Bak-Chek® Angle Stop with Free Spinning Vandal Resistant Stop Cap VIDEOS O PVD Special Finishes ROYAL® MANUAL FLUSHOMETER ROYAL 111-1.28 COMPLIANCES & CERTIFICATIONS ADACompliant, BAA Compliant, BREEAM Materials Credit, BREEAM Water Credit, Carbon Neutral, cUPC Certified, IUPC Green Certified, EPD, Green Globes Materials & Resources Credit, Green Globes Water Credit, HPD, LBC Credit, LEED Materials & Resources EPD Credit, LEED Materials & Resources HPD Credit, LEED V4 Water Efficiency Credit, Satisfies LEED Credits, WaterSense Listed, WELL Building Standard RECOMMENDED SPECIFICATION Valve Body, Cover, Tailpiece and Control Stop shall be in conformance with ASTM Alloy Classification for Semi- Red Brass. Valve shall be in compliance with the applicable sections of ASSE 1037 and ANSI/ASME 112.19.2. VALVE OPERATING PRESSURE (FLOWING) 15-80 PSI (103-552 kPa). Specific fixtures may require greater minimum flowing pressure - consult manufacturer requirements. DOWNLOADS • Royal Exposed Installation Instructions • Control Stop Repair and Maintenance Guide • Flush Connections Flanges Repair and Maintenance Guide • Tail Piece Repair and Maintenance Guide • Royal Manual Diaphragm Flushometer Repair and Maintenance Guide • Tools/Accessories • Flushometer Pressure gauges • Additional Downloads NOTES All information contained within this document subject to change without notice. Looking for other variations of the ROYAL 111 product? View the general spec sheet with all options. Find a compatible urinal for this Flushometer. Find a compatible water closet for this Flushometer. WaterSense compliant when used with a WaterSense compliant fixture Sloan 10500 Seymour Ave, FranUin Park, IL 60131 Phone: 800.982.5839 • Fax: 800.447.8329 • sloan.com Code 3910168 • Downloaded 0721/21 • 07/19/21 • View latest Version Page 1 of 2 SLOAN. ROUGH -IN 111/2" (292mm) - 21/4"MIN. (57mm) 1 2Y„ (64 mm) CENTERLINE OF WASTE FIN. WALL 1MM) (121mm CENTERLINE OF FIXTURE FIN. Sloan 10500 Seymour Ave, Franklin Party IL 60131 Phone: 800.982.5839 • Fax: 800.67.8329 • sloan.com ROYAL® MANUAL FLUSHOMETER ROYAL 111-1.28 sm mmum Code 3910168 • Downloaded 0721/21 • 07/19/21 • View latest Version Page 2 of 2 I SLOnN. Efficiency Sens Model C ® SU -1009-A Universal High -Efficiency Urinal • 2'NPT outlet flange Top Spud Vitreous Ching Wash Down Urinal DESCRIPTION Cnm pled, viheous china top spud urinal Rush Cyole WaIS(-1W9-A' 0).125 to 0.5 gpf/0.5 to 1.9 LpQ Flush volume is determined by the floshometer used with urinal. -r01Eu xraraay lldc islruu 'Please note that this model is fully interchangeable with Models FAM ODD -A, FAM 002-A & FAMOD5-A and matches all dimensional aud performance parameters. ®Meets the American uisnmets when nes and MIST At de 1 requbamems when installed at the proper height requirements for accessibility. W�: Plumbing System Peluiremends xl Minimum 9GmOY Pressure: 25 PSI xl Maximum Static Pressure: 80 PSI SPECIFICATIONS tNnet • Wall hung top Mud vitreous china action • Wa ndolIPStop PC • k'IPS top eoudinlet Mud inlet C ® m •M1 • 2'NPT outlet flange EPAVI • All mounting hardware included sx' • Integral flushing rim 1z0 ic�mee • 100% factory Hush tested weet • Compliant to the applicable sections of ASME At 12.19.2/CSA 895.1 • Carriernatinduded This space for Architecl/Engincer approal Job No. 00 Model S' ifmd Uan[Ty Venereal W.Waso hoBa9la Co moler erredw The 'common mnmhed In this mwm rt s abject to mage wgwtntow n I— lw -4 dmi T Ode—) 07� emmm w cmmere ii�rarollN fe aaeemnrer 19 Paimml Ozraonn n nryaaemml was =Fkv onto. Par NOW: All vitreous thing dimersions shown in these drawings are nominal. Dimensions can vary within the tolerances established in the goal ASME At 12.19.2/CSA 895.1 standard. Please take this into consideration when planning rough -in and plumbing layou6. Product Spect iggil Wasedown an nal shall be node of vitreous china with a yf° top spud. Urinal shall have a 2' NPT order flaege. Urinal shall include a angvable strainer, inlet Mud aud hanger. Urinal shall shall be Sloan Model SU -1009-A. GREEN PC .l�te� Y+ C ® m •M1 mn EPAVI SLOAN. Sloan Hatcheries 10500 Seymour Avenue Franaln Park, IL 60131 Phore: 1-800-982-5839 Fax: 1-800-04]-8329 www.sloaroalve.oam 0 M13 Shan Valve Company SMSS-W/81JU 00A—Fay. ta(O113 SLOAN. CODE NUMBER 3912633 DESCRIPTION 0.125 gpf, Dual -Filtered Bypass, Polished Chrome Finish, Fixture Connection Top Spud, Single Flush, Royal® Exposed Manual Urinal Flushometer. DETAILS • Flush Volume: 0.125 gpf (0.5 Lpf) • Finish: Polished Chrome (CP) • Valve: Diaphragm • Bypass: Dual -Filtered Bypass (DBP) • Valve Body Material: Semi -red Brass • Fixture Type: Urinal • Fixture Connection: Top Spud • Rough -In Dimension: 11 %" (292mm) • Spud Coupling: 3/4"(19mm) • Supply Pipe: %" (19mm) FEATURES • PERMEX® Synthetic Rubber Diaphragm with Dual Filtered Fixed Bypass • Sweat Solder Adapter with Cover Tube & Cast Wall Flange with Set Screw • Non -Hold -Open Handle, Fixed Metering Bypass and No External Volume Adjustment to Ensure Water Conservation • Diaphragm, Handle Packing and Vacuum Breakerto be molded from PERMEX® Rubber Compound for Chloramine Resistance • ADACompliant Metal Oscillating Non -Hold -Open Handle Y4" I.P.S. Screwdriver Bak-Chek® Angle Stop w/ Free Spinning Vandal Resistant Stop Cap ROYAL® MANUAL FLUSHOMETER ROYAL 186 -0.125 -DBP COMPLIANCES & CERTIFICATIONS ADACompliant, BAA Compliant, BREEAM Materials Credit, BREEAM Water Credit, Carbon Neutral, cUPC Certified, IUPC Green Certified, EPD, Green Globes Materials & Resources Credit, Green Globes Water Credit, HPD, LBC Credit, LEED Materials & Resources EPD Credit, LEED Materials & Resources HPD Credit, LEED V4 Water Efficiency Credit, Satisfies LEED Credits, WaterSense Listed, WELL Building Standard RECOMMENDED SPECIFICATION Valve Body, Cover, Tailpiece and Control Stop shall be in conformance with ASTM Alloy Classification for Semi- Red Brass. Valve shall be in compliance with the applicable sections of ASSE 1037 and ANSI/ASME 112.19.2. VALVE OPERATING PRESSURE (FLOWING) 15-80 PSI (103-552 kPa). Specific fixtures may require greater minimum flowing pressure - consult manufacturer requirements. VIDEOS DOWNLOADS • Royal Exposed Installation Instructions OPVD Special Finishes • Control Stop Repair and Maintenance Guide • Flush Connections Flanges Repair and Maintenance Guide • Tail Piece Repair and Maintenance Guide • Royal Manual Diaphragm Flushometer Repair and Maintenance Guide • Flushometer Pressure gauges • Additional Downloads NOTES All information contained within this document subject to change without notice. Looking for other variations of the ROYAL 186 product? View the general spec sheet with all options. Find a compatible urinal for this Flushometer. Find a compatible water closet for this Flushometer. WaterSense compliant when used with a WaterSense compliant fixture Sloan 10500 Seymour Ave, FranUin Park, IL 60131 Phone: 800.982.5839 • Fax: 800.447.8329 • sloan.com Code 3912633 • Downloaded 0721/21 • 07/19/21 • View latest Version Page 1 of 2 SLOAN. ROUGH -IN ROYAL® MANUAL FLUSHOMETER ROYAL 186 -0.125 -DBP ® 3/a11I.P.S. SUPPLY 48/4 ,y (DN 20mm( 21 mm) CENTERLINE OF FIXTURE Sloan 10500 Seymour Ave, Franklin Party IL 60131 Phone: 800.982.5839 • Fax: 800.67.8329 • sloan.com Code 3912633 • Downloaded 0721/21 • 07/19/21 • View latest Version Page 2 of 2 SLOAN. Water connects Us C-2?? Model ST -2459-A Universal Closet Top Spud Vitreous China targeted! Water Closet DESCRIPTION SPECFICNTIONS Com piste viheons, china water closet Waler Closet 1-1/T(38 mm)Sputl Real Cycle • Wall hung vitreous chi. elongated bowl Model ST -2459-A Universal Closet • Sipewnjet flushing action • 1-1/2' I.P.S. top spud i nlet 5.5"(140 mm (1.1 to 1.0459 to 6.0 Ling • 2-1/8' fully glazed Vapway, diameter J. Code: • Mounding hardware cemier and toilet seat F is determined is tletermi.O by the fl.ewmeter.� i.luded I O in closed. with closet. • In rim • Waterr spot area ASIDE At 12.1.11-1/4°x8-1/2' • ASIDE A11219.2/CS4 B45.1 Colom/Einishes 40NET" 26-34'(680 mm) com RepommeMetl tlpceaarios HlcHenlaeNcrlaur • Bemis: X72-3/4'(70 mm) 1955CTM9558SCT 2155CTRI55SSCT • Church: 295CT/295SSCT — 2155CT2155SSCT 33fi no 1.fiS (42 mm) 15' 12' (381 mm) (13 mm 1 15' nom)lr--�I---�.r (Mi 75" mm ®legal ) (190 m1 / _L_1 51/8' (1 3D mm) fi 1/8'-81/8' '� 9' �yg• ®(152-203mm) (228 mm) (88 mm) b els mesal gbh ngwmmenc for s Bgb Emdensy betwgi era with a blgb efficiency AucM1tmHer la V6 02a gNlAe Wta l.1/Ib got-9.'L60lyttlwl-AUMI. u28 g MDR NINnems Mlne nn ssemm In mese Jean gene, one AS olmm5ms81 vavwlmintlgN 9Meim in one pwpw Meets the American Disabilities, roes A1nne, mch in1345:1leaheM n end sOManl.Pose eke N's iMn oaniJaeAm osteon planing rougM1 in mnl plmrbim la)w6. when and! ANSI 7.1 neo when cAl co i.talle0 according to these reouiremerDs. these GREEN" targetdwater catim targeted water closet sewnbel of vitreous china witha Q: UPC 1-12'top apu0 inlet Bowl the coupled installed Plumbing System P�ulmmems at of including floortoStopcluding "Man fAOAmopof helghdof1ll J Minimunli liming Pressure: 25 PSI nr ® �' t).Wat -A. seaq. Water Closet shall be Sl.n Model ST -2459-A. be J Maximum Static Pmssu c 80 PSI J Minimum Flux Pate: 18 run This Space for Anchite0tlEngineer shell l Job Nemo Mew Nmelspeoirwa Oscry Vaiaoons Specified asmmer/Wh iewpn confol fvMrtert The InNnmaAon meshed In Me Jemmmt a aLject m Mage wgwtn Ms. SLO/_�N. 10500 Seymour Avan. Franklin Park, IL 60131 Pho.: 1-800-982-5839 Fax: 1-800-44]-8329 wuw.sl.rxalve.mm ® 2015 Sloen Valve Cougars, ST -2459-A 09-15 STANDARD HI -POWER® -k��V WH -1 WATER HEATER HIGH EFFICIENCY BOILERS$ WATER HEATERS Submittal Sheet BPS-Sub-Olb SURFACE THERMOSTAT- STANDARD iii POWER' COMMERCIAL ELECTRIC WATER HEATERS JOB NAME LOCATION WHOLESALER MECH.CONTRACTOR MODEL NO. RECOVERY RATE IN GPH @ °F RISE GALLON CAPACITY VOLTA KW NOTES Standard Features Meets ASHRAE Energy Efficiency Standards 300 psi test pressure, 150 psi working pressure Tank Saver Anode Plated Incoloy, Low Watt Density Element Energy Cut -Off Internal Fusing when Current Exceeds 48 Amps 180°F Operation Approved ASME Temperature and Pressure Relief Valve Non -CFC Foam Insulation Hinged Door Access 3 Year Limited Tank Warranty, 1 Year Limited Parts Warranty (see warranty for details) "100Y moddv memdigumd with d denmh,—MV mold meem%wedwi69 dement, Nae: 100Y-94NW moA awfoSGcy aGm b6dody. They menalidd omwerh1 . ® m�,ero,sim�. r.nwy 3)� 5ffi9HMti O HIGH EEEI[IEXCV BOILERE9WArtR XEATERE iii m0®0 m4r-� 547RmUS.A. The Entri LED luminaire features a dresic and Stylish design with the added tetnerts of solid state lighting technology, offering outstanding uniformity and energy savings. Using Cooper Lighting Solutions' proprietary LED LightSquare technology and AccuLED Optics" system, the Entri LED luminaire offers designers vast versatility in system design, function and performance. Use Entri LED for wall mount architectural lighting applications and egress lighting requirements. UUcUL listed for use in wet locations. Construction HOUSING: Heavy wall, one-piece, die-cast aluminum construction for precise tolerance control and repeatability in manufacturing. Integral extruded aluminum heat sink provides superior thermal hest transfer in eUPC ambient environments. FACEPLATE/DOOR: One-piece, die-cast aluminum construction. Captive, aide hinged faceplate swinge open via release of one flush mount die- cast aluminum latch on housing aide panel. GASKET: One-piece molded silicone gasket mates perfectly between the door and housing for repeatable seal. LENS: Uplight Tena is impact -resistant, 5/32" thick tempered frosted glass sealed to housing with continuous bead silicone gasket. Downlight lens is an LED LightSquare with integral optics sealed for IP66 rating. HARDWARE: Stainless Steel mounting screws and latch hardware allow access to electrical components for installation and %rvicing. Optica Choice of 9 patented, high efficiency AcduUED Optics- distributions. ffici ncyAccuLEDOptics- distributions. Optics are precisely designed to he, the light output, maximizing efficiency and application Spacing. Accu LED Optics technology creates consistent distributions with the scalability to meet customized application requirements. CRI and CCT offering includes 2200K, VOOK, 3000K, 3500K, 4000K, NOOK, and 5700K with minimum TOCRI and VOOK and NOOK with not ni mu in 80CRI all within 5 -step MacAdam ellipse. Electrical LED drivers mount to die-cast aluminum back housing for optimal hest sines W, operation efficacy, and prolonged life. Standard drivers feature electronic universal voltage 1120-27N 50/6011zj, 347V MHz or 480V MHz operation. 480V is compatible for use with aOV Wye systems only. Greater than 0.9 power factor, less than 20% harmonic distortion, and is au itable for operation in 40°C too C ambient envi ronments and optional 50C Construction available. All fixtu tea are shipped standard with 1OkV/1OkA Common - and differential - mode au rW protection. LightSquare feature an IP66 enclosure ran and maintain greater than 98% lumen maintenance at 60,000 hours par IESNA TM -21. Emergency Egress options for -20°C ambient environments, WaveU mn', occupancy sensor, and dimming options available. Mounting JUNCTION BOX: Standard with Invue zind-plated, quick -mount junction box plate that mounts directly to 4" J -Box. LightSquare mounts facing downward. Fixture slides over mounting plate and is secured with two Rainless steel fasteners. Mounting plate features a one- piece EPDM Bask* on back side of plate to firmly seal fixture to wall surface, forbidding entry of moisture and particulates. Optional mounting arrangements utilize a die-cast mounting adaptor box to allow for LED battery pack, surface conduit and trough branch wiring. The Entri LED luminaire is approved for mounting on combustible surfaces. Finish Housing is finished in five -Rage super TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. LightSquare cover plates are standard white and may be specified to match finish of luminaire !housing. Standard Colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom Color matches available. Consult Outdoor Architectural Colors brochure for a Complete selection. Werra MY Five-year warranty. ENC Nound Client ENT Trmmgle Devout I l4mmml lissmml IzoSmml l4mmml li%mml Iz%mml ENv comm! Rmea ) I1 I4cumn] 1-9/4" Im6mml H%mmI (f) COOPER laghting Solutions CONDUIT MOUNT / gATTENY BACK BOX T 1" In9mm1 ENC/ENT/ENV ENTRI LED LightSquare Solid State LED ARCHITECTURAL WALL LUMINAIRE ® T CERTIFICATION DATA DmUnuaMa Consortium' Duella9tl' JUCUL Latey up 9001 IPMLIOnrouatem UND91LMMComplanr ENERGY DATA SOS dr -1 Fm¢not Q0%Totml Haunt— mmortlon 120,171Vec & sm , 347WSi 400VINNe cKon Minimum Temperet-a OyC Ambient Temperature mem, KhammID SHIPPING DATA A,missumnm Not weela: 15.2 Its as k,.1 -Without bmckbox z9.1 Its 1132 rga.l- With backbox 1.1615CEN may z5, 20x19:54 AM pegez $"Is NunBM: EN($V C-74?U-TmarGB4ULG-HF2WSWPMBK ENC/Exr/ExV ENTRI LEO NOTE& vf) COOPER T05151WEN Lighting 5olmionr May 25, 20219:54 AM Light Engine pmduntlarr y' ColorlAmpMNR VOBege OYM1Eutlm NNyr ContlgMaNOn OXW Distant Bill Bound Conn $R1d Square 11.,,A 722J0CR1, 2200K° U=UNS 1120.27]) Mlype 11 BL-Bronae ENIEmtl Triangle Hevens Be150mA 79J0CRL 2700K° 1=120 R -Type 111 .5r¢y ENV EnVl Bound Reveab C�.A 7201 3000K° .08 TKP=Type N FOrvgMTbryw ..Bock P_BWmA M70CRL3500K .0 AW=Type NWlde OP -nark Platinum E=10).A NO-_JOCRI, 40 OOK 677 R Type 11 w5pill Control GM-GrapbXe M¢ta1W F_1200mA till CRL NEEK° t980 R Type 111 w/SpI1l Control WX=WMt¢ 7W70CRI, 5700K° ?�47 9 TVD¢ N w5t"' Control EV,80CRI, 700K° SUI Spill U,le Eliminator lard p0-$OCRI, 3000K° SUI Spill Light Eliminator Right got--BCCRk 35WK° Op.. Ddd as SuflbU AWnaples lender 5eparaii F_SoglN Fuad l Must specify voltage. FW N on single bot Is, 01120,ID, Or 347) MAL2 IOW Ci rcuit Module Replacement R_COubkN Nand Must spar Voua,, Nand On both But kgs OF 20, 2A0, Or 4W) MA12ggl- -10kv CircuX Module R¢plaCement l4WV Only) l Drrver Surge Protection BkVI Only FSIM1100.PK=Wireless ConlgupatbnTWI For Occupancy SegOr" 20L-Serkb 20kV UL 14485urge Protecliv¢ O¢vlte VAM728A-Wireguerd Appmwq .. 10V Olmmlrg Oriveh° VAM7g= mper-Resisont Otiv¢r Bit EW-BBVery Back with Bed Beg l Must specify volarge. onsumbk In 120V Or 277V, a^° VAMtR,Vandal Shi ad Apparent, C®Mftet, Bak with Bad Box, Cold Weather RBind Must spttlBy WM1aW, available In 120V VA2W.,fr-.or Condi BOx or 271r) a^• SW PO4%%=Wavel inx W, reduce Sense J' -1E Meuntig H¢Ight CB EC=BBdet, Pad with Back Byi, Cold Want Bar Rated. C EC car an pi o no I Must specify vol"g¢. VWs,lable cn in re: BZ_ -B ronse: MHM Xe: B RB lace^^" two l labk In 120V or 271r) a^` SW POSXX=Was4inx W Instance Sensnp 1E-40" Meuntig H¢IOBt R9 RoMtnd Right 50' Savel labkpar hre:B Branae: WH=MM, BRBlace aver .Rotated led 50' WOL47P-100,0Was4Llm Operator Control Module Ccpin) X$$FaclOt, Installed House Side Stand • LS/XSE-House Side Shield warb with all distributom IMnd for Entre LCF_Light quan¢Tdm Plate Macros Homing Fimh ^ ULG-UpISht Glow' H1pyC High Aml,kud WG=Wire Guard TR=Temper Resiacnt Bacteria, BO%=Empty beck box It/TNP[ eaT $MewXh piu s InMilnd BFC=BudonType Photocontrol lot Wetwed,vorage, available In 120, 20, 2A0, 277V, 347, and 43cI AXO W5=Aden Houn Oim, 5 HOure, 50%^ AHD. -After Houn Oim, S Houre, 50%^ AXOE5=After Houn Oim, J Hour; 50%^ AXOEE-After Houn Oi or, 8 Houn, 50%^ SPBL-Dimming eppupercy Sensor with BIuHWth Imedate, B Morning vv SP12=Dimming eppupercy Sensor with BIuHWiB Imedace, B -2V Mounting vv SPB -D ran ing eppupercy Sensor with BIu moth Interlace, 21'-0IE Mounting vas MS -Un ion Seo -or ON/OFF Opereter, Up tog' Mounting Heigh^v^ MS -2 MMIOn Sem-lor ON/OFFOperation,g'-20'MountingHeight— MS/DIM} MotionSensorlor DimmingOperetiory Upo8' Mounting Hn'tht^'a" MS/DIMMMIOn Semorlor DimmingOperetiory9'- 20' Mountie, Height ^`a" 2W=-ellnx-.b.4PINTwistlock Recspcckav 2WSWF9I VrawellnxitIr¢Iesr same, 7'- 15'MOunthg H¢Ight-1 2WSWF96XX=WeWllnxW Ir¢lera Sensop 15'-4g' Mouning Height asn CCSOeacl Cq Wirutl cn® NOTE& vf) COOPER T05151WEN Lighting 5olmionr May 25, 20219:54 AM Interactive Menu • Order Information pagan • Photometric Data pagan • Product Warranty Top Product Features • 2ft 4ft and 8ft Sealed and Gasketed Vaportite • Lumen packages up to 22K lumens • High -Performance efficacy up to 150 LPW • LEDs available in 3500K, 4000K and 5000K at 80 CRI • Rated for -40c to 35c ambient Metalux Vaportite LED N Industrial LED Lamp Vaportite Industrial Refrigerated Case Typical Applications ParkiW Garage • Cold Storage -Campy - Warellouse- Food Processing Manufacturing - Complex Enviran nents Product Certification ®' FCc Product Features uII�1115CO11111 ,m„m,,,o,,, walmnalan Dimensional and Mounting Details %R 41-1M [1054-11 "�m Op110ne '1, HULLOWisn' O rte" IF x2B Iud 12 Pl Oo tp"x20"SYUE 2 Places) 11M nnn] 645 Dsomm Mai 1 IX.13/15"11255mm1� 11]emml Installation Data lip)MOUN]INUBMCKETS OPTIONALMANHAWIMSET FumpM1El' IW2-CHAINISET-U) Twepec2'anE4'Unit Incl,des Br.ofcWn,4W,oe5-HWband Fourpera'Ons ® 4e 11u Hoots Olde, One 1) KUroreacn Toro'Fhwre I v� COOPER PS519334EN pe,1 49MIng 5a1u1iana .n 12214211u Order Information SAMPLEORDER NUMBER: 4M -LDS -4 -DR -UW -L840 -MI -WL -U Sens Lamp Type LED Lumens Odi Lens Distribution Vahape Remote Emergency Enclosure Lamas Driver Type Label Options Packaging Accepted- -mi� LB595LU"(ID .10 el mmlrg Ddmr aVR=d'vapmNe Lti RO 41x00 Wmemr RR=Intemal Promote Dr DR Of W-t•Mlum MVS4s,1 .1.16wer, I ID2]N emegaey it igie Element Faae fi NWin— H, b l report Adi (gydyd) WVMlvxul bellery pecklvMlleEFl Dider one (1) NR for cash Y m 4' Nb2 Rb]N win— polu=lnte'nal Prismatic M=WIde D15imbn Wlb/e 120va VRREM EL=Ri Eme¢rcy yT2.Sta SK.ta,nl,ss Stml M1bmtlrg u-u0.tl wmma Tinvl RRx DR Earn l mpact MllRn MRDamp Li ad Motion Senmr Intend, ITT mmmaFl End Frosted Lens/1W DR High HRE11-Wet land on P l ndom/Dutdom Occupancy Extra r^ impact additive or xmee Noxa o'cainguervasn"o,expars'narrosti, xwn wle. (1)Taandinpo .ar 11 unarmean M muwmae wxdimema- (Regressor 1x a vrvmn ut%We xegmmea ax mad) pi athstrl� dr T. 11uniwuiinr mu ). ria pcig1Tht mmpml%vJ,i 1 find do Star Runa His .1Eg.,ta Ismaax ournegalb:aR midI u Lamas Driver Type Label Options Packaging Accepted- Product Specifications Construction Rugged and dumble construction Fiberglass housing is minfomad polyester and self - extinguishing (ASTM-D63ST4)plastic Full metal future direr Watertight housing 12' conduit entry directional of lousing (standard) forcontinuous feed Potyurethane unexciting Provides a continuous amless seal for the diffuser lens Four stu dycam latches clamp ditfusertightly for dpositive seal between housing•gasketing and iffuser Surfaceorcham mounting Photometric Data Electrical Lo1gi LED system coupled with electrical driver foroptimal performance LED's available in 3500K, 4000K and 50001(witha Call a 80 projected life is 60,000 hours ffi 91 % lumen output Electronic drivers are available for 120-2T applications 0.1 OV dimming control hetamlard) Operating temperature of -00-C to 35°C; Ideal for cold storage environments Lens High -impact diffuser ens Internal Prismatic Lens with 15% DR High Impact Addid (DR) or Internal Prismatic Lens with 100% DR High Impact Additive (DR100) Frosted Lens with 159E DR High Impact Addid (FRED)option _ 4VM-LDS-6-DR-UNV-L840-CD1-WL-U aElectronic Driver fr �7 s Linear LED 40o0K \ Spacing criterion: (11) 1.21 x mounting MgM, asse (1)1. l x moumilg Might Lumens: 6197 v InplRWaffs: 50.6W Efficacy: 122.5 for Ted Report: in 1. a. >e a 4VT2-LDS-6-DR-UNV-L840-CD1-WL-U.IES -mi� LB595LU"(ID .10 el mmlrg Ddmr N=WN Location SSL=Salnl¢s Seel Ladrea D=Dolt Palk WDdehager U -Chain Hanging Set lyduYafi X. of tleru4 IAO=4"t 1£D K1l1FIM LIfA MM Ltlel it igie Element Faae In, e S Hooka and 4 small S Hod. LMg-bggRK TED Tin To, Watering Hubs Dider one (1) NR for cash Y m 4' Nb2 1M1-(2)Top and (2) End WatMee Hrousull We1MIle Hubs Mvel/2'Sondu R Enhy) yT2.Sta SK.ta,nl,ss Stml M1bmtlrg MRDamp Li ad Motion Senmr Sraoket 411— MSML20 0 Gatto Motion SensoL max III mounting height HRE11-Wet land on P l ndom/Dutdom Occupancy Extra r^ Noxa o'cainguervasn"o,expars'narrosti, Product Specifications Construction Rugged and dumble construction Fiberglass housing is minfomad polyester and self - extinguishing (ASTM-D63ST4)plastic Full metal future direr Watertight housing 12' conduit entry directional of lousing (standard) forcontinuous feed Potyurethane unexciting Provides a continuous amless seal for the diffuser lens Four stu dycam latches clamp ditfusertightly for dpositive seal between housing•gasketing and iffuser Surfaceorcham mounting Photometric Data Electrical Lo1gi LED system coupled with electrical driver foroptimal performance LED's available in 3500K, 4000K and 50001(witha Call a 80 projected life is 60,000 hours ffi 91 % lumen output Electronic drivers are available for 120-2T applications 0.1 OV dimming control hetamlard) Operating temperature of -00-C to 35°C; Ideal for cold storage environments Lens High -impact diffuser ens Internal Prismatic Lens with 15% DR High Impact Addid (DR) or Internal Prismatic Lens with 100% DR High Impact Additive (DR100) Frosted Lens with 159E DR High Impact Addid (FRED)option _ 4VM-LDS-6-DR-UNV-L840-CD1-WL-U aElectronic Driver fr �7 s Linear LED 40o0K \ Spacing criterion: (11) 1.21 x mounting MgM, asse (1)1. l x moumilg Might Lumens: 6197 v InplRWaffs: 50.6W Efficacy: 122.5 for Ted Report: in 1. a. >e a 4VT2-LDS-6-DR-UNV-L840-CD1-WL-U.IES Finish Housilg is pemlarenitpearl gray Ochi Warranty Ffve-yearlkniterdrearrenty Compliance UUcUL listed for Wet location RoHS compliant LED modules comply with IESNA LM -79 and LM O standards NSF listed DesgnLights Consortium® Qualified and classified for both DLC Standard and DLC Premium (refer to .designlights.og for details) The VT2 Series ratings apply to Horizontal Mounting only 4VT2-LD5-6-DR-W-UNV-UB40-CD1-WL-U Electronic Driver Linear LED 4000K Spacing criterion: (11)1.221 mounting height, (1)1.61 mounting Might Lunare: 5931 Input Watts: 50.6W ENeai 117.2 m/W Test Report: 4VT2-LDS-6-DR-W-UNV-L840-CD1-WLU.IES (fd) COOPER PS519334EN pager2 Lighting Saidou ns T.nxd 12214211. -mi� 1 Finish Housilg is pemlarenitpearl gray Ochi Warranty Ffve-yearlkniterdrearrenty Compliance UUcUL listed for Wet location RoHS compliant LED modules comply with IESNA LM -79 and LM O standards NSF listed DesgnLights Consortium® Qualified and classified for both DLC Standard and DLC Premium (refer to .designlights.og for details) The VT2 Series ratings apply to Horizontal Mounting only 4VT2-LD5-6-DR-W-UNV-UB40-CD1-WL-U Electronic Driver Linear LED 4000K Spacing criterion: (11)1.221 mounting height, (1)1.61 mounting Might Lunare: 5931 Input Watts: 50.6W ENeai 117.2 m/W Test Report: 4VT2-LDS-6-DR-W-UNV-L840-CD1-WLU.IES (fd) COOPER PS519334EN pager2 Lighting Saidou ns T.nxd 12214211. 1p Interactive Menu • Order Information Fa9ez • Photometric Data "gas • Control Systems ",,i • ViviclTune"" Color Tuning Solutions "ce5 • Product Warranty Metalux 14RLN 1' x 4' Recessed LED Specification Grade Rectilinear Shielding Typical Applications • canmercal ofpce Space. - Schools - hospitals • Retail MeichaMishg Mea. Product Certification �T2 Product Features pebetooth• VividTune dmepaa.uan i LINEM 116WI16R Top Product Features • Luminous center panel with gently elevated luminous side panels for a visually pleasing appearance • Efficacy up to 1391m/W, uniform illumination for a pleasant ambient environment • 3000K, 3500K, and 4000K at 80 or 90 CRI • White tuning solutions available, either 3000K -5000K or 2700K -6500K • LED driver access from below the ceiling Dimensional and Mounting Details Ceiling Compatibility aecnLNEUR a Gnertar+n a [meeaieei a Sia Gm hargemm Gine ton ipr ipr Suneam wmG. 5ugwnirg 9 ingG w Feiy a Stt/18" vsr�a.us�raavnr 11 M] J I to.ile"1265mm1 aaa• Pst L B'I�namml � (� COOPER PS5192296EN ph,1 Order Information SAMPLE ORDER NUMBER LRLN-IAS-35-UNV-UdS-fDI-U Rating Seri¢ La Lumen ONWI Shielding Vahage EmergemY CCT pe Nu aterif InNgrxNk1 Sensing lgmg41mdad lMX IM RLN URNLED ran 23L Wmno WkSlxdvd Wril i El we1k 1Ar R]v.me Mlleyp.lnNellM A, Lk9930IXM RW Series Re. Wmm Lem WVMIveral haling Llle-14wst 1AV R]Nemartur batitty pad Installed A Lk95=311. Wd-CMaago , Ala SensoAl carton 9151N Names WM'Redlllreu IIDR]I ELVIW-LowvoXage syskm,]wattemegenrybatteypadM 1.114041Rath SK 14111 Install Surface Mount blease and Blmbrallenule wring. stake hilae 9fGh. Wmm wlN Road All Voll Law ELVLW-Lowvoltag a system, lb wan emergency battery pack" LGda11T0n rdNella DlramniI rip-dqp Wmm Pallm'MM volbJe(CIess On GTk3-BOUne Generator Transfer Belay'^m L995.35n0n enson Inexpo dSensor m' IIDV-IA Va1101 URID;INa Emergency Transfer Belay add dimming control 1.9404nnnn an O -Personal Comml Remote for Df Lots SYatem DlmmYg Plve ZIIVQ]I Va1101 U3050-SBCBI DPITp Dll%at 3 MILK Suit 1. 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IW olmmlrg Driver (1 WT0D% Lial MulnplealMmdigimllmt wwdIMIle Dimmly)Wlreleaa Integrated P.roul Park, F9M 14S Re RFlAd In Fang a nn 9eelar Ndega is WM-WartLIV W Ml.sFld..e, No , Ala SensoAl carton DIF III xd Drywall Flame Kit /9f&WI1 N-FIexwIN61W 01mmlrg D—r B, W. e' W,1n-WaveGnx Lk, Wlrel eaa SK 14111 Install Surface Mount blease and Blmbrallenule wring. stake hilae Matt M MNot hlve:(I WIW% Integrated Benson a+ Kit Tall rdNella DlramniI WSielnexpatai MXX gin Pry ramming Remote for 7MDn FIZLI Dlmmhg V11(IW enson Inexpo dSensor m' I W%Dlmmlrg to SV PDtDl DVSAnd -alone an O -Personal Comml Remote for Df Lots SYatem DlmmYg Plve Imegmted Sensor' me lM Sensor m' DPITp Dll%at SRstep Dimming Drlvm(W%an W% Dimming) '°' Ln-Wbon wwme(LDEI po 1W oelatelmamiy Driver won S InFade .2tron 5 Series(LDEIAGa A, IDD% Emsyalem Driver nr W9k-Wuri`T ningR ch, Intensity W CCT Control l-' SR-Senaorready Dimming DdcerNo, IDD%Dimming) Mexde Neth GaWn Cpllw XMea MMea Notes Flexwb"wwllmela of melmml19xu"n°t pnu oo)vro.lma"endoWmm wa Ant DWN. 1.1us ea"mwnn An a MAI r9erBapBvmmmwMJlaauan9' 111119 In "wt�rmaa"e"gh lgitI.suyI ... hehww 9w II, fig ,"erlw upm w. tn.+>ewaR11i.ans wrmmr.Fwr "oudisk w twvp)e� Dl�wmi u.` �%.r"" Ienw. w ".i iw� ATIRR rMwnia Ghwer, m"eI"ata"e wkrw.)r° kRAwl—vikrrmrm) Iared ;rym Twer syman Pro, GWttwoI _wokpmo.M °"mIl ARAN havIsm.eraxw�I"ru8xammmla il mI"w"Iw""damb.lm"M: Im�awmne"rmSARA r mw9=Iaamm°mlWwura" Koh it �""+w°pra"rm"a I In th, Iad"�I" wremMym ympor rc:a"ANyyQ1�,1,.y''`loi'w: N."l—J."aa"lih 11° "e" "e m, "m °:: raer 'Ni .rz'ra,„I9w. wra" wASNFAwENT ayarTA .m �bn w w� raa.yarw °',.IsewewIftwwor orJLAEIISA1wumehmw,"e e*" n "�� °sIft" m ua"e x'u"ori"m. ".. uLpaam� rix,"e9e°"r ramiWwuw"e IrsuM. ,A,,, f m"9upmwapwn,�i e awM"a m)�"r"nnsaau"rte°Iws poldlehn, mdwwrmia�klln ma I.I.Irpx ran mefi�mneata"era rwm °" aura nailddi= ins"Wi�amm "n m. w `""'aa wBnuDLV wwa,aa,u�NNAwAter °vY.vw"eurewym mml Wwuramwmunellm. sych dry Mm sky, li dry Idguall &I ', amo rn'e,°imrl`n.nne aelM'Uft�nrytor w'e�r 'EurkmrA a mrser MIN wmlp)alk�wmwm"'eww EIA D`ryit"IdArwm°Na"r.110r*'alla (� COOPER PS5192296EN fuge2 Metalux 24RLN 2'x 4' Recessed LED Specification Grade Rectilinear Shielding Typical Applications • connmercal ofpce Space. - Schools - Hospitals • Retail MeichaMising Meas Dimensional and Mounting Details NECIaINEM Product Certification 1p Interactive Menu •Order Information pagnz ® r r T24°"""' Wl • Photometric Data pngna Sla cr. Type • Control Systems ,S Product Features • VividTune - Color Tuning Solutions pages gpylG,le G • Product Warranty QBlUetoolh• VIVIC11TUf1E mltli mi.nma.wi.. .......,... aemp loc.aon Top Product Features eapieeesponsp I� ZWUHmau M G • Luminous center panel with gently elevated luminous side %�mrv.i '"p°uNuar w.wn panels for a visually pleasing appearance • Efficacy up to 139 Im/W, uniform illumination for a pleasant ambient environment • 3000K, 3500K, and 4000K at 80 or 90 CRI • White tuning solutions available, either 3000K -5000K or 2700K -6500K • LED driver access from below the ceiling Dimensional and Mounting Details NECIaINEM aa Wine 'mmi GrlaaaV-ln L Sla cr. Type zaaa^ lEoamml S non. Ceiling Compatibility fi aa Wine TXm GrlaaaV-ln CgnC�1NT Sla cr. Type TaFa S non. gpylG,le G mltli G SbtGnb G %�mrv.i '"p°uNuar w.wn v00COOPER PSS19 EN papal Lighting Solutions a 114 i 4 Pu Order Information SAMPLE ORDER NUMBER 2�RLN-IAS-/S-UNV-UdS-rDI-U Ralhlg Arks War Frame Lamp Type Lumen Ocal Shielding voltage Eanergenry CCT Sarni yericif Dwr I'mme Lend Type Lumn (rappash ithavelt Under Imerl =I MkeN5lmdxd EMx= 4 R SW Flal UnDLED 5 0 Sbh IIIIaNSlxdvd ...V.1111 1l wm1110Vvniner rgencyhstlery I8%SOIXX .NM %ries WM1Ik grant Was NN.L. Wives Idude, No a.. Lunen Lars. WVilnlveaal Pack installed 0) ISeval. Shia-1Hlndp Dean 9luM) 55=SSN Wmen IgP-lRAdllI— Voltage 1202]] EL14W= 16watt I10V4]Nemergency papyOWW Peled Shallow hardena is Dlmmly)nm I w arandPMlen 1.E ,Volt baltely packlnstnlledl'I LV%SOIXX 55]KP-FIM Lir Olmmhg Dave( IW Bensod "m NEO hvt L —firge (Clan laarr LowvoltaJesyslelry}watl LVSSSS. ISBB 01 Pdegmmming Remote lm LVEL-Adhege System Harris,Ptve 3191NWmm lntegmtetl Rensod r"d 2)I% em.,R,batteypeMV+ (SYS1. 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IIN111fradir emwm'ewnla wm ln)nNF EIH D`1111iyewer-leer r.DO-111 (� COOPER PS519229SEN parr Interactive Menu • Order Information pegez • Photometric Data pages • Product Warranty Metalux SNLED Lensed Lensed LED Strip Round and Square Lens Typical Applications Storage/ Utility • Coves, • Display Cases, - Task and General Mea -ln 8 a �O, T2 ' UDEARDISHNNECT Top Product Features -- • Standard (SL) and High lumen/High Efficacy (HL) packages • High efficiencies - up to 153 LPW • Three different lens types for optical control • Two different reflectors for precise distribution control • Available CCT: 3000K, 3500K, 4000K and 5000K • Minimum CRI of 80; 90 CRI available Dimensional Details Round Lens _3._ Inmml Square Lens 111M6 leemml mmml MWS. BapidResponse �f) COOPER PS519339EN pap Lighting solution: Order Information SAMPLEOPDEPNUMBE "NUD-LDS-<551--1-11-UNV-1-835-CM-U STSNLm-M5-2WHL-SLN-UNV-UL -U8 -CD2-U da SW LM 19SL 19SL ISSL RSL RSL 195E RAL 7 RRSL ASL ASL zssL sBL sBL nsL ASL sBL ASL Cl— ISEEM Full "'M whusl narrear h Cler I Mar ldhodan I Full vela h bmrP+Mrlunn WaM�. WGd� a@e� ml lEoamdn'nMak edge d �YmnyneNEYmmequ IndIIN➢ mee.nTeTu Clea ft. wltle an M) aW vwMlaY,rc. SIC SW SWI 19SL 19SL ISSL RSL RSL 195E RAL RAL RRSL ASL ASL zssL sBL sBL nsL ASL sBL ASL aAL aAL sssL BAL aysL ASL XAL sBL a15L S sdsL dssL 58ilerBL s6L dSSL .L ger ALL fiSSL fiS9L sdSL ]1SL ]S.SL fidSL ESSL al ]BL SMSgwe/FIMSemlFolLms SSXL dfiXL s]XL all MHLvol du finfiRXL SRXL 69X1- fi9XL s]XL al al fi9XL 97XL 97XL SI XL Cb Mar Marl Full Marl h Cl— SemF I FulfrOS Mark, frade CD=0.IDVBIm ming Iel Dr or �bund4w3tandam LeUn Pack AYC n/41-56' Spun Hanger (Om l set per fixtured L. SRYLS$ylY®NI<•SLS Ariver(ID%IDB% 21 raers WAIM SCF- Face Stem Sit(9pec�y Lengib) SXLED LEN MQFTLe MLED WLEXSSW gul Dlmmin1l 9{vMVMly lVoltage Emey Ydtlp1 WSmseenso ICSku Lards, IIDR]] EVW=]waX,1RbV R]N emerge..V PYCPI=Plug In and emaa over plug In llEMS36B=36b'Law Bay M1bllm LBB=IgO(ACRI M9emLFwAA layings my Me,e d, olu,.m bAfter'pa oknalall etl^ °' options Bcards -En of Bow LB559O(ACRI MXUII Fmtl lwa WlM 4ude4 BVu, EL14l watt 120V 2]N emergency KV515P NEMA At N't Aft Lord with LB MRW3603dy Law Bey All LMB=dgO(ACRI SI battery Paok Installed mr m NEW Brought Pbg P/uI Sensor-Mlddleol Rmv pB=vObLN,ACRI SLRLABI/FIMClenIves tlxtllref TMDLBSMgleTs,Is No. I(Speciy Leylb) 6]RE=Bodln a Generator Tourist E.AL7w PC4L]15-NEMA L]i6P 6M Cord wdb XB ERMB6B=36P XI B AMIm eY EIRMS3sor LBB/dLMM, 90CR1 SMSgwe/FIMSemlFolLms Replacement Lena d LL Semi Float Replacement Lana d X, Seml Fol Ealayal EIRR-bd Emegmry Tansler Relay NEMAiwIS EWSWPRS=WeveLlnv WFeless Sensor, Sen d ola wHi XB MMSSB-SGP XIgb SN' LB555LU"(SBCRI SMSgwe/FIMFUII Fm51mar Wide wlNdlmmlymMnl n -r SXM` rmnL wM IRIMse X.—m W1gn Sem, Mlddleaf.M L99�4GAIL SDCRI 5gL1(SBCRI CD=0.IDVBIm ming Iel Dr or �bund4w3tandam LeUn Pack AYC n/41-56' Spun Hanger (Om l set per fixtured L. SRYLS$ylY®NI<•SLS Ariver(ID%IDB% 21 raers WAIM SCF- Face Stem Sit(9pec�y Lengib) SXLED LEN MQFTLe MLED WLEXSSW gul Dlmmin1l W{SAFBIdY sa-Syed Stem Sit (Rover, Lefglb) B spina patent Lena 21( Full Frost Replacement Lna 2 n, Full Fmtl MM9iDV Ulmmhg SG=PdlustabledB' SIMSAP SXLED LEN WAIFMe MLED SBLEXSSLI!211 Udve(Ib106% EVE CHMI UB -0 Eye Bolt Cbah(Vael.alpepONue) Replacement Lena 2 1, SAM Fmt1 Replacement Lna 2 X, ward Fol aImm') Wakful IX WueCumd SXLED LEN W21T-0= MLED SBLEIII211 tpolm(BI 411 X WDeGumd R eplacement Lena 21( Give Ikplacement Lna 2 X, Clea )op SLlIFf1M LlANnv u(i AIB/S acrd son l-1/2'to2-pL'Momall phosp per SXLED LEN Mi RY- MLED SBLEXSSM 411 R ,ilia c patent Lena d l( NIIFOI Ikplacement Lana d X, Full FOI (ML91A1ve tlxtllref TMDLBSMgleTs,Is No. I(Speciy Leylb) SXLED LEN W 411c Me MLED SBLEXSSLX 4111 BSYTIB 063 _S=V Legal, No. 2(SpemLy leglb lnlMes), Replacement Lena d LL Semi Float Replacement Lana d X, Seml Fol U as'per fldue SBILED LENT LEXSSIL 11cur EPk DRPSXFLeGnppe' Hanger Repla c patent Lens Sort Replacement Lana d X, Glee 55a]@P PS=SNLEU Long Row Aligner Extension Bolen niD AeughwAlnmmu mar DwlmWxndauaamW lu bnl Mm8kweN,ndLApree-Pro,,amdedge4ID1, 1divuuur.wmm�aift—ICYdtleluulmmeNwro'muq m � and oppose work, wauwmm elver. La) a Ir ft Yl)>UVBp di XIImNd,a.WViwe avpwuddefo Xlpu2&a, in aSl rd tire) Ru 1478D knowerw WpXauurlaget "Sh Irymn we ally, ME ESP dveu AM ... a ...tv guJ da Wpdama la Em Wy 6mBeuts,t1tFar`wwwrd"tx�"'.a°,1.1twtrru"e°in°wP,rat Ifthigedden.°,`mth��,"s" msky greII discum"'ds,(1I1)And th,wpworllack,Ioobai:'v;'9oaeoime,Ira Lei:°idlude I.,�aun , clearall all dmr< rwa�valthi.IoldFmatna,rtw. Pop,a16,marwdtdL,I,q&a,, Urnmetea de ver am�rryshe vol—ra�;fi—u.mwdp ,m Id,N9a.uwrd.,M.LAwnknown MAII Ia.asst',A amae,(.m>emwnak,rla,m,wer,a tsmarr„a,wd deaKs swl L4 tA�,nt.do�tea�an„e m..M=nwLiXm�udvm��mdoma dmdru�dana�X.dn Fw,m.P�unmarar nim u�mL,ae.,a:,.m,..,..sametDaam.onBndd,,.,u�et�m.R.�°,aX�tnt tudif—Ido,,,>wnta(1B4 rFatrIner1m�Mdwtit w.BDtn, mb.Iwwlumakiid ns,desk, (� COOPER PS519339EN pn,2 4911MO95.1.1i 116 A.,.."., 1A PM 4 inch LED recessed narrow, medium, or wide beam downlight designed for glare free even illumination. Featuring a two-etage diffused reflector system producing smooth distribution with excellent light control and low aperture brightness. Lumen packages range from 500 to 6000 with color temperatures of 2400K, ROOK, 3000K, 3500K, 4000K, and 5000K. VividTune: Dim -to -warm technology -similar to halogen at full power, the 3000K LED warms smoothly as dimmed to 1850K creating a rich warm glow within the space. Tunable white technology - adjust the color temperature from warm white to cool white while independently controlliig intensity. SPECIFICATION FEATURES Lower Shielding Reflector Painted die cast aluminum or spun aluminum lower raflecmo with a lensed upper optical chamber providing superior lumen output with minimal source brightness. Spun reflectors are offered in all Portfolio AlmkOO finishes. Available with non-conductive polymer trim. Reflector is retained with two torsion springs holding the flange tight to the finished ceiling surface. Plaster lathing ring accessory offered for flush reflector transition. Plaster Frame / Collar Die cart aluminum 1-112" deep collar accommodates ceiling materials up to 2'. Universal mounting bracket accepts 112- EMT, C channel and bar hangers and adjusts 5" vertically from above and below the ceiling. Junction Box Listed for (8) 912 AWG (four in, four out) 90-C conductore and feed thou branch wiring. (4)112" and 121314" trade size pry outs positioned to allow straight conduit rum. Lever connectors for simple push in wiring. Thermal Aluminum heat sink conducts beat away from the LED module for optimal performance and long life. LED Chip on board with a multitude of highly efficient white LED's, combined with a high reflectance upper reflector and convex transitional lens produce even distribution with no pixilation. Lumen output shall not decrease by more than 10% over the minimum life of 55,000 boors L90 55,000 boors). Auto resetting, thermally protected, LED's are turned off when safe operating temperatures are exceeded. Color van ation within 2 -step MacAdam ellipses. Quick disconnect allows for tool -less replacement of LED engine from below tailing. Available in 80, 90 or W CRI. DM- - aim -to -warm shifts OCT from WOOK to185DK as fixture dims mimicking halogen sources. W2N - Tunable white CCT .,a 27001(to 65WK or 2000Kto 5000K 90 CRI. Driver Standard 12 277V 0-10V dimming driver provides flickerfres dimming from 100% to 1%. Optional 120V leading edge, <1% 0-10V, Fifth Light, DMX or Lutmn® Ecosystem. Driver can he serviced from above or through the aperture. Distributed low voltage power system combines power, lighting, and controls with ease of Installation. Connected Lighting System Options Two WaveLinx connected systems to choose from. Referto WaveLinx system spacificatiom and application guides for details. • WaveLinx VarelessVJFA tile mount sensor kit offers daylight dimming, PIR motion sensing, sena and zone configuration, ampmatlt commissioning; and optional ea RLTS - RlTime Location Services available. c� JU WaveLinx Lite SOstamTilemount Sem • WaveLinx Lite Vito ile mount sensor kit offers daylight dimming and PIR motion sensing, sere and grouping configuration. VdaveLinxTilemount Kits Application • The VJFA and WTKtilemoun, kits include a control module mounted on the luminaire junction box via 112' knob -out, and a dismount ons inch whip; for ceiling nsmilmem by direst -mount spring clips or via mounting bracket in octagon ceiling boxes. • The N?A and WTK dismount kits may be ordered as factory installed on the luminaire, or ordered separately as a field installed accessory kit Code Compliance Thermally protected end cULos listed for wet locations with covered ceiling. INS rated when used with IP86 gasket kit accessory. Optional City of Chicago environmental air (CCEA) marking for plenum applications. EMIIRFI emissions per FCC 47CFR Per 18 class R consumer limits. 2000 lumen and shover are Non -IC rated - Insulation must be kept 3" &r m top and sides of housing. IC rated up to 1500 lumens. 5DDD lumen and above are marked spacing and mus follow spacing requirements. RnNS Compliant. Phommetric testing completed in accordance with IES LM 79. Lumen maintenance projections in accordance with IES LM -80-08 and TM -21-11. Warranty 5yearwerenry LD4BEU4B 4LBW 4LBM 4LBN 5006000 Lumen LED Names, Medium, or Wide Beam New Construction VividTune D2W' al NE10Y1mV Ossr"e re 1.__ remnmc411� e, Eniaryr COOPER TD520034EN page, Lighting Solutions r __ 1 1vVMS SABPLE NUMBER: 1➢4B1EDORNEMBO0 LwB EU4B ending 4BM 4LBN IBY•LEB fovmllgMe'Ibmpal BS•SLOlunana`" Maskey. 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Fxrorylnnaled WaueLM Litt Sensx Nliu^ SAMPLE NUMBER: EV4B101h(filI35 Elar o :1;1,1— ;1,1-900CPI, DIImzWfi llttd MIOnen,CDM z mmttd MNMfO3N•9LW Lnen, 90 CPI, 01m2 Mme SABPLE NUMBER: 4LBMILIE .BLED N•INnow(JO'Baa.), We Numinum Y•. lum(Not foam) Agin Numinum N•WIde QE' foared, Wn Numinun flffialarder ' foam),Sµn Numinum ffi R11AnaMuttice alegat M' foam), Inkttm Mich! l.11 .what al. (Ing Eggs), Die Cog 411mlnum .,., Sinn Num doge, IBM iwmaOter "r !Natum Name, 5(ztltySlow infin Lawn INY .111. Ping SpxItyCJW IRN4PIMeae huge Ping° 1EMEDES6.IPE6"'god Nu PM- Mo.e PIn91a Nal Muni° fotV NBi6.tdannd Bn Z an M' Lmg, Pelr NBSn.Cd L Bin So an Lmg,Pelr PNBR.WOW Joln for Xange, lY Lord, Polr herealva N90nin I ZOV9k p Counver Ms ,E N9ett,"hermIffiew con irmalmretzlgVA WA La .G Flgo InAallea WaceumamauNli^ WIX. Fletl InAallea WaceLM Litt Sensx Nle° thadder, al III hD1Ngm' .4rob, him gal Page Paul syc'nerfill Ibk, 1 Namlml Wmemwlll very deeperdlrgmuwind mala, hMeW awfledor road R Order spun trim with polymer trim ring of die cog widening, flange (Consult spedAmtlon pact for color ordering LbrnMkn and optiona). 3Not available withCMcago Plenum. e uwa approved only 5 &em angles armomed with LI finish blurs. 6 Only available with Narrow and MMlum9pun Alumlmm flint. rkguual for use with all IEMBOD, EMI, and IEM14 power Oily available with Matle WFde and Matte Blah Flnl3ee. 9 Oily available on C9dl5Gbution. 9 Mailable only on BE and C9d l a0ibutiom. 10 Not available on PS C9 or BA dutifulness 11Matte white and Of flanged on lin, mall lumemw. IR Flange is come fnuch as the pill 19 OM fuLrcadelrull b lull m ipanlm. of OM%algral. Ie Peferlosy .m apeeliMeoma fa a ltlaal lnbr.k, learwe; Wbander ker eltAer MCMyImml'Mapllanarmzxay. war o IDvdnxr 15 . Proluct lamaftM spaung aM mualtr lmhllMwlNBebllmrlrg minimum spacing Center CentertocmemntselortftoeadenlfWlldl gems b:IC Minimum overAeM'. 4' Ifi Nm I] 'MA on �Llmgrownfland lessan mrklt lordaylljA dlpagen P!0. mMlm. Iff,and optional PUS-Pealilme Intellm9mlrc; detracts Ll mF/. 19 WIR•WeveLlm WeOlemount senmifled.rdryllLl.Unn lrg,PIR rm mallm.waog uxwlND010m1y(Re{xb Weveum UleeySlem epecland. NI 19 LImXMIm NIOhlvae. 1. Pirelli M= OR 141, fins. Indiana Sverige figi Elar o :1;1,1— ;1,1-900CPI, DIImzWfi llttd MIOnen,CDM z mmttd MNMfO3N•9LW Lnen, 90 CPI, 01m2 Mme SABPLE NUMBER: 4LBMILIE .BLED N•INnow(JO'Baa.), We Numinum Y•. lum(Not foam) Agin Numinum N•WIde QE' foared, Wn Numinun flffialarder ' foam),Sµn Numinum ffi R11AnaMuttice alegat M' foam), Inkttm Mich! l.11 .what al. (Ing Eggs), Die Cog 411mlnum .,., Sinn Num doge, IBM iwmaOter "r !Natum Name, 5(ztltySlow infin Lawn INY .111. Ping SpxItyCJW IRN4PIMeae huge Ping° 1EMEDES6.IPE6"'god Nu PM- Mo.e PIn91a Nal Muni° fotV NBi6.tdannd Bn Z an M' Lmg, Pelr NBSn.Cd L Bin So an Lmg,Pelr PNBR.WOW Joln for Xange, lY Lord, Polr herealva N90nin I ZOV9k p Counver Ms ,E N9ett,"hermIffiew con irmalmretzlgVA WA La .G Flgo InAallea WaceumamauNli^ WIX. Fletl InAallea WaceLM Litt Sensx Nle° thadder, al III hD1Ngm' .4rob, him gal Page Paul syc'nerfill Ibk, 1 Namlml Wmemwlll very deeperdlrgmuwind mala, hMeW awfledor road R Order spun trim with polymer trim ring of die cog widening, flange (Consult spedAmtlon pact for color ordering LbrnMkn and optiona). 3Not available withCMcago Plenum. e uwa approved only 5 &em angles armomed with LI finish blurs. 6 Only available with Narrow and MMlum9pun Alumlmm flint. rkguual for use with all IEMBOD, EMI, and IEM14 power Oily available with Matle WFde and Matte Blah Flnl3ee. 9 Oily available on C9dl5Gbution. 9 Mailable only on BE and C9d l a0ibutiom. 10 Not available on PS C9 or BA dutifulness 11Matte white and Of flanged on lin, mall lumemw. IR Flange is come fnuch as the pill 19 OM fuLrcadelrull b lull m ipanlm. of OM%algral. Ie Peferlosy .m apeeliMeoma fa a ltlaal lnbr.k, learwe; Wbander ker eltAer MCMyImml'Mapllanarmzxay. war o IDvdnxr 15 . Proluct lamaftM spaung aM mualtr lmhllMwlNBebllmrlrg minimum spacing Center CentertocmemntselortftoeadenlfWlldl gems b:IC Minimum overAeM'. 4' Ifi Nm I] 'MA on �Llmgrownfland lessan mrklt lordaylljA dlpagen P!0. mMlm. Iff,and optional PUS-Pealilme Intellm9mlrc; detracts Ll mF/. 19 WIR•WeveLlm WeOlemount senmifled.rdryllLl.Unn lrg,PIR rm mallm.waog uxwlND010m1y(Re{xb Weveum UleeySlem epecland. NI 19 LImXMIm NIOhlvae. IUD COOPER TD520034EN poll L1gpN ng Sagrolidander a 1Z2221, 11 Pu 11 greas a' plap IUD COOPER TD520034EN poll L1gpN ng Sagrolidander a 1Z2221, 11 Pu SANDOWENGINEERING 160 MADISON STREET, SUITE A - EUGENE, OREGON 97402 - 541.513.3376 TECH MEMO DATE: July 12, 2021 TO: Michael Springfield ld _ /�/ 77 s— City of Springfield IIC�Lh FO— !Sr - C FROM: Kelly Sandow P. E. Sandow Engineering RENEWAL 06/30/22 RE: Springfield Baseball Project at Hamlin Middle School Parking Plan The existing west baseball field at Hamlin Middle School is undergoing a renovation to upgrade the facilities for use by the newly formed Bushnell University and Springfield Drifters baseball teams. As part of the stadium upgrade, there will be an expansion of the seating capacity to 1,900 spectators. In general, the regular season athletic events will operate at significantly lower spectator levels than the fixed seating capacity, events with higher attendance levels will occur infrequently, and at -capacity attendance events will seldomly occur. The following provides a parking demand management plan for regular -season games and higher attendance games at the new stadium. Use Characteristics The stadium will be the home field forthe Bushnell University baseball team, the Springfield Drifters, the Springfield Timbers, Springfield High School baseball team and will be used by other community baseball teams. Bushnell University's regular season will be played from February to May. Games are played on both weekdays and weekends, with start times typically in the afternoon on the weekdays and mornings on the weekends. These games could have overlap with parking demand from other school events. However, the attendance at these events is not anticipated to use all available parking on-site. The Springfield Drifters regular season will be played from June through August. Games are played on both weekdays and weekends, with start times typically at 7:00 PM. The Springfield Drifters has an agreement with the Springfield School district that during game days, there will be no other events on-site, and the parking lots, both baseball fields, and the track will be exclusively used by the Drifters. There will be no other events on-site that will compete with the available on-site parking. From: Kelly Sandow PE RE: TDM -Hamlin Baseball Date: 7.12.21 Page 2 The Springfield Timbers regular season is played in June and July. Games are played on weekends and weekdays, with typical games times at 5:00 PM and 7:00 PM. Attendance Levels The Springfield Drifters, in general, have the highest attendance levels for regular -season games than the other users. As there is no historical attendance data for the Springfield Drifters and Bushnell University, the attendance to the regular season games is estimated using average attendance levels for nearby baseball teams with similar attendance areas and league characteristics. Springfield Timbers are currently using the adjacent facility and have a history of use at the site. Therefore, the attendance levels for Timbers games have been provided via actual attendance data. Table 1 illustrates the average attendance levels for the teams of the Eugene Challengers, Springfield Timbers, and West Coast League teams similar to the Springfield Drifters. TABLE 1: SIMILAR TEAM ATHLETIC EVENTS ATTENDANCE Average Team Location Attendance Eugene Challengers _ Eugene, Or 100-300 Springfield Timbers Springfield, Or 50-200 West Coast League Similar Size Cities 200-700 The estimated attendance levels for regular -season games for the Drifters, Bushnell University, and the Timbers are shown in Table 2. TABLE 2: HAMLIN BASEBALL STADIUM REGULAR -SEASON GAME ATTENDANCE Average Team Attendance Springfield Timbers 50-200 Bushnell University Ll100-200 Springfield Drifters 200-600 Parking Management Plan Hamlin Middle School has 238 parking spaces available on-site for games (see Figure 1). It is estimated that, on average, there will be 3 spectators per vehicle for games at this site. Therefore, 714 spectators can be accommodated within the on-site parking. Spectator levels above 700 will need additional accommodations to facilitate the parking demand. Table 3 provides the estimated parking demand. From: Kelly Sandow PE RE: TDM -Hamlin Baseball Date: 7.12.21 Page 3 TABLE 3: HAMLIN BASEBALL STADIUM REGULAR -SEASON PARKING DEMAND Team Springfield Timbers Bushnell University Springfield Drifters II *players are typically bussed in for these teams Average Parking Parking Attendance Demand Demand Total Spectators Staff/Players Demand 50-200 20-70 25 45-95 100-200 35-70 10* 45-80 200-800 70-270 10* 80-280 The parking demand will typically be the highest for the Springfield Drifters. The following parking plan has been developed to facilitate the parking demand during events at the stadium based on estimated spectator levels. 0-700 Spectators Regular season games will generally have spectator levels below 700. At this level, the parking can be accommodated on-site. There are no special accommodations needed. It is recommended that the stadium manager encourage the use of the adjacent LTD/EMX transit routes. The parking demand plan is assuming that the parking lots will be exclusively used for the baseball games. As stated previously, the Springfield Drifters will have exclusive use of the parking lots during games and will have the highest parking demand. The Springfield Timbers typically have a demand for up to 92 vehicles. There are generally no parking demand conflicts on-site during the Timbers games as the games are held outside of the school year. Bushnell University is anticipated to have a parking demand of 45-80 vehicles. It is recommended that on game days that occur during weekdays during the school year that the parking lot directly to the south of the stadium be reserved to ensure available parking for spectators. 700-900 Spectators Events at this spectator level will occur infrequently. The total parking demand at this spectator level is 230-300 vehicles. There will be the need to find parking for 62 additional vehicles at this spectator level. There is parking at an adjacent lot that could be leased and used for parking that exceeds the on-site capacity. Across the street on N 511 St, there are 67 spaces (201 spectators) at the Community of Faith Church. There is relatively direct walking access from the church to the ballpark. The walking distance from this lot to the field is approximately 975 feet, with a high visibility crossing across 5`^ St and sidewalks the entire walkway (Figure 2). 900-1900 Spectators At levels over 900 spectators, there is the need to park 300-635 vehicles. Options for additional parking are the grass lot at the SE corner of the site and Springfield High School (SHS). Springfield High School is located within a half -mile walking distance. There are sidewalks and signalized street crossings between the ballpark and the parking lots at SHS From: Kelly Sandow PE RE: TDM -Hamlin Baseball Date: 7.12.21 Page 4 (Figure 3). The 350 parking spaces are sufficient parking to facilitate the parking needed at this spectator level. The following provides TDM measures for events with more than 900 spectators. o Use Community of Faith Church or other lots (67 spaces) o Open up overflow parking at the grass lot on the southeast corner of the site (180 estimated spaces) o Use parking at Springfield High School (350 spaces) o Promote the use of EMX and the station located adjacent to the site o Promote bicycling and walking At capacity events will occur very infrequently and have the possibility of unique characteristics (Le, lots of out-of-town guests staying at hotels) that should be managed specifically for the event type. Possible suggestions for parking management for at -capacity events are: o Group/discount rate at specific hotels with shuttle from the hotel o Discounts for using EmX o Off-site parking and shuttles is 4u �a v v is 41[ v 15 419Nw 15415 J �.- :.u� 1 _ 1� - �`w� N .SNE : ., lticta 77 E o `O m Z --WK N o C '^ V vai s 0 Z 0 rn O 0 0 Y r w � o Z EM o rn fn Z a,• 0 g= Y m Io E E q m 0 O a Q C d � _ Y O Z --WK N � '^ V Z Q O CoLU Y C w � Z EM o rn fn Z a,• 0 g= Y m N E E q m 0 Larson Engineering, Inc. 1488 Bmd Sheet, Suite 100 Naperville, It 61 630.357.0540 Fax. 00,357,0164 WMY.IY30nln0f.COM 5 Larson Hamlin Middle School 9/17 Row Mitered Grandstand Springfield, OR Structural Calculations Book 1 of 1 Calculation Release #1 Prepared for Bleachers International Denver, CO EXPIRATION DATE:12/31 /2021 Larson Engineering, Inc. Illinois Office Project Number 21210330.000 '2021 O 2021 Larson Engineering, Inc. All rights reserved. Larson Engineering, Inc. 1488 Bond Street, Suite 100 Naperville, IL GM63-6503 830.357.0540 Fay. 630.357.0184 WMY.�a13011a11Q.CMl Table of Contents Load Determination. Angle Frame Analysis... 101-106 201-291 Anchor Bolts Analysis......................................................... 301-318 larsm EWbewlWr Iec. lase sono so -em. sine 100 Napewlle, IIIIntis fi05e3 e3a357050 Fax 6M3570164 w Ia— engrc Jab Name. Hamlin Middle School Job Number: 21210330.000 Date: 4/30/2021 Eng: MK Bleacher: Hamlin Middle School Baseball Design Loads: DL= 10 psf LL= 100 psf Sway -L = 10 #/tt/row Sway 11 = 24 #/ft/row Wind (ASCE 7-16): V= 102 mph (Fig. 26.5-1C) Exposure = C (§ 26.7.3) C1= 1.47 (Fig. 29.3-1) G = 0.85 (§ 26.11.1) Height to Bottom of Bleacher =2.5 R r4= 900a a= 9.5 (Th1. 26.10-1) (Fig. 26.8-1) (Thl. 26.6-1) (Thl. 26.9-1) Press Bax Balance q = 0.00256K,KaKaKeV2 20.8 psf 19.2 psf (Eq. 26.10-1) F = :dGCp,1 26.0 psf 24.0 psf (Eq. 29.3-1) Press Box @ Bleacher H = 21.8 R 29R Length= 33 ft 110 R Ka = 0.92 0.85 Kn = 1.00 1.00 Ka = Ke = 0.85 0.85 1.00 1.00 r4= 900a a= 9.5 (Th1. 26.10-1) (Fig. 26.8-1) (Thl. 26.6-1) (Thl. 26.9-1) Press Bax Balance q = 0.00256K,KaKaKeV2 20.8 psf 19.2 psf (Eq. 26.10-1) F = :dGCp,1 26.0 psf 24.0 psf (Eq. 29.3-1) Lawn Engineering, Inc. Hamlin ivt5 9 EUNO. 102 116 S Clinton Sheet Suite 250 SlrindeM. OR PR0.1ECr No. 21210330.000 Chicago, IL 60661 Pmasbax By W MTE 042912021 312.345.0540 Larson PRESSBOX: Wroof No Pressbox Geomehv HagMcfRessbw H:=8.OR Wftapressb. W:=9.25ft WftcfPressb.Rmf wr0f:=8.06 Le ghdPresb. is=tae ESS BOX s,ppcRFrame Sbacmg ,pa:=6fi OTHERS [BY Loads H Dead Load Rn88Flcw DL6oa:=6pe Wdl DLw := 8pe live Lmd Ra# Ll,O f:= %pe Flan LL6oar:= Moe W wod Lwd: ce,,entivav�e s,n Loafing Deign W Resure WL:- 260pe UnWorm Loads Dead Lcatl w L:=DLfi,,Va=36pW Li Lcatl w L:-Ufi mapa=300'plf Point Loads Detl L.d PDL:=IIDLp_wrZ1f r/ 1 1 .(DLwaB H}J spa=528M Applied athcrkaM back ofpressbw Lve Load PDL:-L(\LLrcof wroofl spa = 120016E Wnd Load VWL:=(WLH)spa=124lbf Searlcaitluetcwa VWL H PWL:= µ, =540M PaMlcadduetocmrErnngcfpressbw Iahaal4tiid Lmd VWGat:=WLHW=1924@f VWLIar H PWLIar:= 2 =321@f Parkload duetorn rung cfpressbw r+fessbox Lmds.xmcd Larsen Engineering, Ina Hamlin MS 91EEr NO. 03 118 S Clill Street, Suite 250 S rindfield. OR PROJECT NO. 21210330.000 Chicago, IL 50661 Presi By W 611'E 04292021 312.345.0590 Larson Seismic Response CoelflcieM Cs:=0.566 See "Stlsmic Loatl"sheet Wectsm Sasnic yyeigM Wseia := ]]Psf See "Stlsmic Loatl"sheet Heigintt. C .d W SOLvn dRessixi Hi 1323fl Ressbw Base Snit Vsem:=Cs'Wsem V. (H+Hi-815."1 IV Vses; Sasmlcl VB:= aga=203.87 IV I Loatl Pershinger H VE PE:- 2 =8816f Ressbm lead is aWlli W at In beigM& W gressi Visets Literal Seismic Lead Voar:= = 4 Ibf Paralldlcsests 2 Load is tlivitletlwer Mahamelines H °BW PBNr:= z =6)95)Ibf Rgsbm�loatl is appliel atl2 heigMof I pessborc Pressbox Loads.xmcd 4nm Eiiii YF hi . SUBJECT: Hmlin Mdoe ScM] SHEEr NO. 1L98 emasre9,.1.1. Springfield, OR PRWBTWD 1111033]40] NapeHk,li.605 %A]SellLoads i MK DATE �I s..1 Sp Fax'. Bb]P 016a — I -Ir -Larson SEISMIC LOAD Risk Calegory. III V 1.25 Table 1.5-2 Non -Building Structure Not Similar to Buildings, All Other Self Supporting Structures Seismic Coefficents: Table 15.42 R= 1.25 Dp= 2 Ce= 2.5 Ste Coefficients &is Class: D-Defaull Ss 0.873 Sea 0.849 Sps 0.566 S1 0.386 Be, 0.]]2 SDI 0.515 Seismic Design Category D Approxmate Fundamental Pel All other structural systems: Table 12.8-2 C,= 0.02 = 0,75 T. = C,hq = 0.14 < T� 16 Figure 22-12 Seismic Resocnse Coefficient 0.01 < :nru = 0l = 0.031 < Cs = So—ns = 0.566 < Te If S1 > 0.6 than, 0.01 < C—,n = 0.5SaR = 0.193 Te Weight per Rmv W= 11.Dpsf includes foolboard, flaming, and hardware V=C,W= 6.2 psf EauDcilenl Semon Level Loads: 104 Per Section 11.4.8, EKemplicn 2 T<1.5 Ts so Cs is determined by 12.8-2 U =Sas= 0.91>Ta SDI C-- = R — 3.787 TTa 0]E= 4.4 psf 1.0SW= 12.0psf 0.61jin= 14.4 psf Sway Load 11 to seats= 12.0 pd > 4.4 pd Sway load w9 l l control i in paral lel di recti on Wmd Load peryendi cul ar to seats= 14.4 pd > 4.4 pd Wind wl l l control in perpendiular direction 4/292021 ATC Hazards by Location effC Hazards by Location Search Information Basic Parameters Name Value 31uslaw Address: 326 Centennial Blvd, Springfield, OR 97477 onal Forest Coordinates: 44.0578541,-123.0213256 MCER ground motion (pedod=l.0s) Elevation: 452 ft Mapleton SMI "null ce Timestamp: 2021-04-29T1 5:11:09.755Z Numeric seismic design value at 0.2s SA Hazard Type: Seismic Numeric seismic design value at 1.0s SA Reference ASCE7-16 "GO gle Document: 0.409 Site modified peak ground acceleration Risk Category: III Site Class: D -default Basic Parameters Name Value Description Ss 0.673 MCER ground motion (pedod=0.2s) SI 0.386 MCER ground motion (pedod=l.0s) SMS 0.849 Site -modified spectral acceleration value SMI "null Site -modified spectral acceleration value SDS 0.566 Numeric seismic design value at 0.2s SA SDI "null Numeric seismic design value at 1.0s SA See Section 11.4.8 1.281 -Additional Information Name Value Description SDC ' null Seismic design category Fe 1.262 Site amplification factor at 0.2s F„ ' null Site amplification factor at 1.0s CRS 0.869 Coefficient of risk (0.2s) CRI 0.858 Coefficient of risk (1.0s) PGA 0.319 MCEG peak ground acceleration FPGA 1.281 Site amplification factor at PGA PGAM 0.409 Site modified peak ground acceleration SweetoHome Junctior 45522 ft Eugoe�e Springfield Creswell collage Grove 105 Willamette National ForE Oakridge Map data 02021 Google https:#hamrds.a uWl4g(Nseismic?lat=- .0578541&Ing=-123.0213256&address=328 Centennial BMd%2C Springfield%2C OR 97477 12 4/292021 ATC Hazards by Location TL 16 Long -period transition period (s) SsRT 0.673 Probabilistic risk -targeted ground motion (0.2s) SsUH 0.774 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1 RT 0.366 Probabilistic risk -targeted ground motion (1.0s) S1UH 0.45 Factored uniform -hazard spectral acceleration (2% probability of exceedanoe in 50 years) S1D 0.629 Factored deterministic acceleration value (1.0s) PGAd 0.513 Factored deterministic acceleration value (PGA) See Section 11.4.8 106 The results indicated here DO NOTreflect any state or oral amendments to the values orany delineation lines made dung the building code adoption process. Users should confirm any output obtained fr this tool with the local AuthodtyNaving Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https:#hamrds.atmuncii.org/Nseismic?lot-44.0578541&Ing=-123.0213256&address=326 Centennial BNd%2C Springfmld%2C OR 9747 22 201 jzl,x 11a los n mG 15 ] 1 11fi 119 120 121 2 A 1 R2 ] 6 11M 115P 1184 117 e1 42 41 w e 9 149 150 5 ] bAu 0] n Larson Engineering Inc Hamlin Middle School Member & Node Labels SK- 1 MK May 6, 2021 at 7:42 AM 21210330.000 Mame Plate Fr e.2d 202 jzl,x ne 7 M Sasxa avum �m 41 1Q5 Y] ID ]mA u 0 a a gpp gp SY LI o im S$ X2x0.1 L] ]m( 1m 118 119 120 121 � �� u 7 1m ] a L"7 m uc 111 m 8 ii2@�7 G @p8 88 ,g4 ,(g8� L3 5 o im � +' � � � J SY 7 9 u o 11. j @@ V°L nen nsn nen m L3 1m a1 ,eP � u 12 9 a2 u uc N. im L3 ,m L3 1m 169 12 150 5 ] b 03 I2 2 5 ]B3 Larson Engineering Inc Hamlin Middle School Member Shapes SK- 2 MK May 6, 2021 at 7:42 AM 21210330.000 Home Plate Fr e.2d 203 jzl,x ne M SYk � ACmIDXI $'JmIDXI Enbm HIlml RQbm 1Q5 Y] ID YQYA 9H0T B4/Y E®NT RYbn amen axbm 1 amen mbm 11e 119 1ID 1r mmn a bn rzY mmn aabn m mem axbm ° 11M 1154 11aa 117 amen eaemm amewm aibm e1 °Y 43 N. °e 9 1°9 150 5 ] b 03 Y2 mm.: ma 1, Db Larson Engineering Inc Hamlin Middle School Dead Loads SK- 3 MK May 6, 2021 at 7:43 AM 21210330.000 Home File Fm e.2d 204 jzl,x na a 13t amm aomn --Aieovm-5aiamm aooi 15 emxY �abn aeY anbm 1 Y.Wn 11fi 118 NI. 121 9anlWY ENbn RY A 9a0IWT ENbn 65OmY �xbm ° 11M 1154 1180 m aeman e�mm eanamm eooin e1 w Z41 149 0) Y2 LOW a: BIL 2, LL Larson Engineering Inc Hamlin Middle School Live Loads SK- 4 MK May 6, 2021 at 7:43 AM 21210330.000 Mame File Fr e.r2E 205 jzl,x na 1 I 1¢s n 17F lsmam ns� 15enm j� iN 15eun 1 15ann im 119 1ID u1 15inm 15mn mn ° 11M 1154 1180 m enn a1 °¢ 43 Nw 1ae 9 1°9 150 5 3 b 03 Y2 WVEa: BIL 3, WL Larson Engineering Inc Hamlin Middle School Wind Load (Strength) SK- 5 MK May 6, 2021 at 7:43 AM 21210330.000 Mame File Fr e.r2E 206 jzl,x ne oaex m4na 5mn aaxml Bm..., 1 a von iN aana5a ]a4mIYl1 11B 118 120 121 aaxml � rz2 m 1 ansa 09 aana5a 11M 1154 1180 117 aaaavm w e aaaa=14. 150 5a ss n] u L vBM 5, EL Larson Engineering Inc Hamlin Middle School Seismic Loads (Strength) SK- 6 MK May 6, 2021 at 7:43 AM 21210330.000 Mame Plate Fr e.2E 207 jzl,x ]R 11B 1Bs n m4 15 1 11B 119 120 121 2 A 1 R2 ] 6 11M 1154 1184 117 B1 42 41 w e 9 149 150 5 ] bAm 0] n L s:BL 4,GOARO Larson Engineering Inc Hamlin Middle School Guard Load SK- 7 MK May 6, 2021 at 7:44 AM 21210330.000 HCme File Fr e.2d 208 x F s'o ax ne r v Mr ama as Via° O5 tidC `& g S � R R44 a 118 011. W1. Oul ]8$ a 722' � 8 °B 11M nu nan 1n as a2 a] u s ce v n n g Q a "a 2 8 ? a 9 aR x „« x a2 ® e2 169 150 5 ] 93 03 I2 2 s ]B3 rnem cone owiayealu vro�l G.ea Boa gcanao a �a`ivsaoeoo . uo9e Larson Engineering Inc Hamlin Middle School Member Envelope Unity SK- 8 MK May 6, 2021 at 7:44 AM 21210330.000 Mame Plate Fr e.r2E IIIRIsa Irc �. ®isy Joint C.Flinates and Temoeraturcs N37 2794 12625 0 3a N42 2 11111 .5xI 1171 M ax 6061-T6 T=i N13 ii ii 3 LW. 1875 37 .1 2537 6 0 39 N46 2794 325 a 39 N112 2794 12295 0 40 N113 2794 10115 0 11 1111 2527 0 0 12 N12 27194 0 0 13 1117 0 2125 0 14 NIS 133 2 125 0 N149 Seere ee�j 0 45 N150 708 Joint C.Flinates and Temoeraturcs RISA -21) Verson 17 01 [Z\.]Pmletl oocAczmswome Pate Frame r2d] 209 SA �° Ma 7a5. IIIRIarI.e a.e. Joint CaortlLol aMTemcenei(Cnrrtinued) 33 N37 2794 12625 0 3a N42 1736 ax a 35 N13 1993 325 0 37 .1 2537 325 0 39 N46 2794 325 a 39 N112 2794 12295 0 40 N113 2794 10115 0 11 1111 2527 0 0 12 N12 27194 0 0 13 1117 0 2125 0 14 NIS 133 2 125 0 N149 5 0 0 45 N150 708 0 0 46 N151 1943 0 0 47 N153 392 0 0 49 �30 1143 T 0 59 1,69 1459 325 0 51 N70 226 65 0 53 M1 2537 65 0 Ni 1794 61 0 55 N74 231 0 0 56 M4 M27 IMMS 031 N35 2527 11455 0M 0 2794 11455 .. RISA -21) Verson 17 01 [Z\.]Pmletl oocAczmswome Pate Frame r2d] 209 SA �° Ma 7a5. IIIRIarI.e a.e. Joint CaortlLol aMTemcenei(Cnrrtinued) 33 N37 2794 12625 0 3a N42 1736 ax a 35 N13 1993 325 0 37 .1 2537 325 0 39 N46 2794 325 a 39 N112 2794 12295 0 40 N113 2794 10115 0 41 N114 28.]] 12295 0 N115 M77 114S5 0 43 N116 28.]] 16795 0 H N149 5 0 0 45 N150 708 0 0 46 N151 1943 0 0 47 N153 392 0 0 49 N246 1143 0 0 59 1,69 1459 325 0 51 N70 226 65 0 53 M1 2537 65 0 Ni 1794 61 0 55 N74 231 0 0 56 N75 35 2.125 0 57 N76 208 2125 0 58 Nn 258 2125 0 SO M9 67 2.125 0 61 N80 —4 633 2125 0 62 1,81 683 3285 0 63 N82 9 3285 0 64 N83 95 4455 0 S, Nest 66 NB5 1218 5825 0 67 N86 1435 5625 0 68 N87 1484 6]85 0 69 N88 1701 6785 0 70 1,89 1751 ]855 0 71 NO n N91 .18 9.125 0 73 N92 2235 9125 0 74 N93 AM 10285 0 75 N94 2502 10285 0 76 N95 2552 11455 0 78 N97 1484 0 a 79 N98 1701 0 0 83 1,99 1751 0 a 81 N103 1968 0 0 81 I N103 2552 0 0 85 N104 1 2769 1 0 e6 N105 1 N]] 1 0 0 F7 N1o6 1 294 0 0 68 N1W F9 N1m; 1 3444 0 0 R ISA2DVerson 1701 [2�.1. 1Prsjad oocAcz¢Arvome Pate Frames2d] N,2 210 'ffi" IIIRISAm'be, E �. IIIRA en Ora 745. a.e. Joint CooMinates aM Tem mrs s(CoWnNi Jtlnt AIN, MCoaWWi N12 cSIi= 17 19 N73 liniacti Rai N5 Nll'A .44 1139 0 T ical 3 M3 N] N9] 3U L3XM018I5 Bem AACM1anntl 23 ical cSIi= ML NM IN107M 44 419 0w 25 N117 3T2 4A9 0101 M5 N17 NI5 1W 13X 01875 27 N123 Rai R—iI.in iFA 8 N120 U44 an 0In A N121 3T2 Sn 0IM 'cal 8 MB NO NM N125 NA5 1134) 0107 firs 1 N126 3194 1 1239 0M M 1 27In . 11875 Beam AAChanntl N128 .19 1239 0N!" M10 NM NM 1B] 13x2x0.1875 I Nem AACM1anntl M98 1139113 11 M11 N31 1,191 1W 11875 N132 3194 0 0114 id N133 MAI 0 0115 N134 .19 0 0117 Tramcid 1,113 IM N136 M98 0 0119 M14 N9 N1 L2XM018I5 Nem N138 2794 IOMS 0IM 15 N139 M17 ll� 0121 11875 N140 2794 10535 0V 18 94 10MIn N3 1B] N142 2794 AAChanntl 0 Ti tl M17 N21 N1 11875 Beam AAChanntl Jtlnt AIN, MCoaWWi RnVA-2C Verson 1701 7V.A Pmlad CocPOalcsWsme Mare Frame r2fll N,3 I MA-2FVer-1711 Jrt a wrojed Coa VCal,VHome Pare Frame r2fll Pa,4 N12 cSIi= 17 19 N73 liniacti Rai N5 Ua2X0.15T5 Bean AA Clmnd ms T ical 3 M3 N] N9] L3XM018I5 Bem AACM1anntl 23 ical cSIi= ML NM IN107M Ux2x0.15T5 Bean 25 N109 cSIi= 5 M5 N17 NI5 1W 13X 01875 27 N123 Rai R—iI.in iFA 8 M8 N21 N81 1B] A N137 Rai ms T RnVA-2C Verson 1701 7V.A Pmlad CocPOalcsWsme Mare Frame r2fll N,3 I MA-2FVer-1711 Jrt a wrojed Coa VCal,VHome Pare Frame r2fll Pa,4 2 M2 NL N5 Ua2X0.15T5 Bean AA Clmnd ms T ical 3 M3 N] N9] L3XM018I5 Bem AACM1anntl T6 ical L ML NM Ni Ux2x0.15T5 Bean AACM1anntl —1 T6W 'c8 5 M5 N17 NI5 1W 13X 01875 Bem AAChanntl arbM iFA 8 M8 N21 N81 1B] 13x2x0.1875 Bean AACM1anntl ms T 'cal 8 MB NO NM 1B] 13x2x0.1875 Bem AACM1anntl firs T 'cal 9 1,19 N27 N8] . 11875 Beam AAChanntl arb rw Tri 10 M10 NM NM 1B] 13x2x0.1875 I Nem AACM1anntl firri Tri 11 M11 N31 1,191 1W 11875 Beam AAChanntl &rs T id my Ne— AA Ch,n,M AACh,nnd .1 T6W Tramcid 1,113 IM �l T6W love -1 14 M14 N9 N1 L2XM018I5 Nem AAChanntl firri Ti 15 M15 N18 N3 11875 Beam AAChanntl arb Typical 18 M16 N19 N3 1B] 13XM018]5 Nem AAChanntl firri Ti tl M17 N21 N1 11875 Beam AAChanntl wslbw Typical 19 1,119 1 N25 N8 1W 11875 Beam AAChanntl w Typical 20 MM NV NM Ux2xO1875 I Bem AACM1anntl firri Tni 21 M21 NA N42 I 11875 Beam AAChanntl ws lbw Typical R MR N31 Ni 1B] 13x2x0.1875 &m AACM1anntl srs Ti 23 M23 N33 NID Ura O1875 Beam AAChanntl w1.Mih T id MN AAChanntl 25 M25 N37 N1i0 1W L3xb025U Beam Hri T ii M MM N42 !d9 Ux2xO1875 Bem AACM1anntl &rs TeaCA 27 M27 N43 N9 1W 13X 01875 Beam AA Ch ws T icl 28 an NH N10 Ux2xO1875 Bem AACM1anntl arb T 'cal 29 MA N45 N11 U.01875 Beam AACM1anntl ws T id MW Ni Nil IM 31 M31 NN N5 11875 Beam AACM1anntl ws T ical M an Ni NB 5 Bem AACM1anntl ms T ical 33 MM Ni N11 5 Beam AACM1anntl arb T ical 31 MM Nn Ni 5 Bem AACM1anntl ms T ical 35 six N138 NI1 5 Neam AACM1anntl 5c5 T ical my MIS N113 AACM1anntl 37 Min N114 N112 Ura O1875 Nem arb T ical 19 Mffi N118 N1ffi 04125M em Ne— AACMnntl fiOfiliTfi T ical 39 T. MT. N19 N2 5 Beam AACM1anntl ws T ical RnVA-2C Verson 1701 7V.A Pmlad CocPOalcsWsme Mare Frame r2fll N,3 I MA-2FVer-1711 Jrt a wrojed Coa VCal,VHome Pare Frame r2fll Pa,4 zn 9 IIIRISA ° ff rc -wae. IIIRISA m cl,. A) M63 NW M L3#z0.18]5 Bem AA CM1an cel — T iCal J1 MN N10 N101 L3#A18]5 Beam AA CM1acntl . Jr.T ical 43 M85 NH NI6 13#x0.18]5 Bem AA CImM T 'cd H Mu N]1 N0.5 L3.418]5 Bem AACImM a T 'cL 45 MM NY2 NI6 180 L3#A1875 Beam AA Channel T 'cd J6 M69 N70 N73 L3#A.1875 Bem AACImM a T 'cal C] MIO N30 N13 L2#A18]5 Beam AA CM1annd T 'cd LB M]04 N]5 M6 180N77 w Bem AACImM1*TB T 'd W]] — 07 MIN N!'32 N! L3C2xO 1875 50 MR NM7 MB 180 w Sem AACImM I -TB T 'd 51 MI3 NI8 NI9 180 L3#A1875 Beam AA Channel T 'cd 53 M]L N]9 MW ISO w Sem AA CImne! T 'd 53 MI5 N&1 N311 180 LWA1875 Bem AACImM T 'cd u MM N81 1y93 180 w Bem AACImMMIN AA Channel T 'd 113 M 180 Ll �1 � 1875 Beam Sem AA Clmrcl T6 55 M]8 NW 8U 180 w �i T6 T 'd 5] M]9 NU NM 180 L3#A18I5 Bem AAC T 'cd Y MB] N85 !y% 180 w Sem AA Clmrcl1*TB T 'd % M81 N86 N36 180 L3#A1875 Bem AA CImM T 'cd Tra�. TVMCA 61 180 fit M81 NW !� 180 w Sem AA CImne! 83 M85 NM N30 180 L3#A1875 Beam AACImM cd fN M88 N91 NB3 180 w Sem AA CImM �1*TB T 'd fi5 M87 N93 N3] 180 L3#A18]5 Beam AA CImM Al6146W TvAcal L3#A1875 Beam AACImM . T 'cd fi] M89 N91 NU 180 fie MM NO !.� 180 w Sem AA CImM �1*TB T 'd fiB M91 Nak N35 180 BIO 1875 Beam AA CImMT 'cd 70 M93 N9] 1.R9 w Sem AA CImM �1*TB Typical 71 M93 N98 IJdd BIO 1875 Beam AA CImM Al6146W TaFcal MN e1MLIeCr0IS75UWl BIO 1875 Beam AA CImMT 'cd 73 M95 N100 M ]L MW N101 NIM w Sem AA CImM .1*TB T 'd 75 M97 N103 N103 B.. 1875 Bem AA CImM T 'cd M MBB N103 N101 LleIeO 1875 UW Sem AA CI nnel B T 'd ]] M99 N104 N13 L3#A1875 Bem AACImM T 'cd ]9 M'M M101 N114A N11] L3#A1875 Beam AA C�M AA CImM TaCjcA w MIM N118 N111 L3#A1875 1 AA CImM m T 'd 81 M103 N110 N135 180 BIO 1875 Beam AA CImM Al6146W TaCjcA 83 MIN N114A N106l3#d1.1875 Bem AA CImM — T ' d 83 M105 N115A N107 L3#A18]5 Beam AA CImM I m5 T 'cd 85 M107 N117 NIM L3#A1875 Beam aal—m T 'ci 85 MIM N118 N11M LtYb.0.18]5 Bem AA CImM MImTOW T 'd 87 MIM N119 NIIM L]#A1875 Beam aal—m T 'cd w M110 N120 NJIM Ual401875 Bem AA C—m mImT3W T 'd N121 N117 91 2 M113 N110 N111 I NII. I N119 I L]#A1875 Beam aaCh ... ImT6VV T 'cd 83 M11LN111A NIM L3#x0.18]5 Bem AA 1—m a T 'd 93 M115 N113A N31 U.. 1875 Beam AAChacM .146. T 'cd 88 M118N11bjj4A N10] Ux2x018]5 Bem AA CImM m T 'd 96 M118 N118 N11. Ux2A1875 Beam AAChacctl tlMImT3W T 'd Pa¢ 5 Member Ativancetl Dab sa�:a SeA f1�!F?• S'A m�0 0 i7�GF� s'A �0� 0 I— R ISA -4➢Ver9on 1701 JZt. Nmled OocAGalcAHome Pare Frame r4fll N,6 05 M 27 Im L3C2xO 1875 p AA Ch AA Ch.nnel 07 MIN N!'32 N! L3C2xO 1875 N N134 ill .1 NNU NNI AA Channel 113 M Ll �1 � 1875 Beam I61 -Mw Tvaical 115 MI 37 N 40 Nj im Member Ativancetl Dab sa�:a SeA f1�!F?• S'A m�0 0 i7�GF� s'A �0� 0 I— R ISA -4➢Ver9on 1701 JZt. Nmled OocAGalcAHome Pare Frame r4fll N,6 212 IIIRISA rc ." IIIRISA 2121 M d ,.��, �. ate— FI,. e. aw, �O 1871 1 25 7 M7 —01871 25 8 MIS .1875 25 9 Mg .01871 25 I I Mil —01871 25 13 M13 —01871 25 -1 Is MIS .01871 � 125 18 MI8 �O 875 4455 19 M19 �O 1875 5625 Seement beit ©� 0 m� 0 m� 0 m� 0 0� 0 ibl�Rff� s'A aw, RfSA-4➢ver-1701 IZV a caroled oocAcz¢Arvome Pate Frame r&II N,8 �O 1871 1 25 7 M7 —01871 25 8 MIS .1875 25 9 Mg .01871 25 I I Mil —01871 25 13 M13 —01871 25 -1 Is MIS .01871 � 125 18 MI8 �O 875 4455 19 M19 �O 1875 5625 Seement beit RfSA-4➢ver-1701 IZV a caroled oocAcz¢Arvome Pate Frame r&II N,8 213 rc E�' IIIRISAme- IIIRISA a- FI,., Aluminum Design Varand rs(CoWnu ) Item.x en Alumnum Design Vaiavd rs2onndnu ) xIm..e 20 M20 ]5 3515 Lb at jw Ib. N110A 21 M21 ]5 4 ]05 78 Lb m1 25 Y I-538 Ib. MLC 2: W R M23 5 58]5 8 . 1 Lb. 79 M101 ]8 FM Ib. 3 N113A I L I Y 1 -12 M MIN ]5 4955 Lb at 81 25 M25209 5 menl Lb m1 Ib a[ 26 M26 5 325 MIN Lb at Ib of 27 M27 5 325 Lb a[ M05 5 419 Ib a[ 28 MM 5 325 Lb at U M1M10]06 5 41419 Ib of 85 30 MW 5 325 Lb at 31 M31 5 5199 Lb a[ n MM 4306 87 Lb at 5 J1 Ib a[ 33 MU 4206 Lb a[ 69 M1105 41 N M35 4306 Lb of1. 89 M111 5 41 Ib a[ 0 36 MIN 04x15 1119 Lb of Ib of 37 M38 83 M113 Lb. Ib a[ 39 Mffi w 425 Lb of 39 MN4 2981 Lb a[ 93 M115 1. 5 J1 Ib a[ BfM118 5 5031 Ib at 42 M6655 531 5 501] Lb of1. Ib a[ 43 M, 5 325 85 Lb a[1. ]5 4959 Ib at H M6] 5 325 Lb of 45 MM 5 325 Lb a[1. 9B C] MIO 5 541 Lb a[1. 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MLC 2: W 1 L 79 M101 ]8 FM Ib. 3 N113A I L I Y 1 -12 81 M103 25 Ib a[ 83 MIN 5 419 Ib of 83 M05 5 419 Ib a[ U M1M10]06 5 41419 Ib of 85 5 9 Ib a[ 87 M109 5 J1 Ib a[ 69 M1105 41 Ib of 89 M111 5 41 Ib a[ 0 M112 5 411 Ib of 91 M113 5 J Ib a[ 93 M115 1. 5 J1 Ib a[ BfM118 5 5031 Ib at 95 M11] 5 501] Ib a[ 85 M118 ]5 4959 Ib at 9B M121 75 4912 Ib a[ 10] M1R 229 Ib of 101 M123 5 Iba 103 MIN 5. 1 ]5 Ib. 1 Ob 101 MIM 5. 239 Ib at 105 M127-012 Ib a[ 106 M128 5. 239 Ib at 107 M1395 Lb -I 109 M130 5. 1 ]5 Ib. 110 M133 5. 229 Ib. 111 M133 12 Ib a[ 112 MIN 5 267 Ib at 113 M135 25 Ifa[ 114 M136 04x15 108 Ib at 116 M139 3X5 8e ct Ib. 117 M139 L3xh025 33 8e c[ Ib. 118 .140 3A1 Ib of 119 M1411 255 1 1 1Ib at Joint LoaM1s aW E]Gagad Dlsolaoamants MLC t : DU jw N110A L Y -538 3 N113A I L I Y I-538 Joint Loafs and EnlweM D¢oixemants MLC 2: W 1 L D h-wn12nrs1 u^r 1 N110 FM 3 N113A I L I Y 1 -12 RISA-2➢Ver9on 1761 IHa. Nmled OocAGalcAHome Pale Framer&II Py 10 2)a �, 9mµm9 11, ' " IIIRISA'E E—arc �aIIIRA cn. 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'103 451 0 14 354 lAll Ila 4.1 H 14 39 J36 0 118 all LI .1 11 M7 2AI 14 002 1 0 1141 2787 1 IOM 20 3S8 1119 '4 R 15A2DVerson 1701 I7\.1. 1Prolad Ds,VCalcVHome Plate Frame r2Ll Page 38 M8 jzl,x ,x F , , 1 1 +112 1 12A 1 1 +2 ,2 F F 1$ Ci B 2 F F F F n np , +a, ,a2 ,en ,est 5 „ �If 11F F F 19B ^ ^ ^ F F F F F F F F 1 189 1L 150 L5 122. � �'i tFi 151 ,R 1 1A IS] 158 120 F F F F F F F , 2 a U 2 p 2 5] 52� ^ 6] + az 1 az^ -11 ceq , a ,aF sr + ion F t 1 .14 ]9g 12� ]6F 1 80 81 0 81 84 88 1 N18G F 8 9 3 1 5 ffi 9 9 �t M ],3 as ]p m o� F v s R A Tf ]< &^ 75 ]8 ]8 M M 2 18 8 91 10 1 2 WO 01 Larson Engineering Inc Hamlin Middle School Member & Node Labels SK- 1 MK Apr 30, 2021 at 4:19 PM 21210330.000 F. s Base Fra .,2E jzl,x Larson Engineering Inc MK 21210330.000 Hamlin Middle School Member SK -2 Apr 30, 2021 at 4:20 PM F. s Base Fra .,2E 230 ,az mbm amn mbn mbm mbm amn , 15 b mm Al E mbm u w amen , , mbn ,2 ,29 mbm , 12] ,a9 n1 mbm a mem 128 , , 1 119 181 182 18) 1 185 188 18 1w 112 11 115 18 198 1 1 iN 1L9 150 15 4152 15] 151 =57 15] 158 15 180 ] 1 1 1 ] 2 mbm E 4n mbn mbm mbm Bon mbm 152 mbm 9 50 amn n m bn mbm a5 w s+ � mbm , a2 s ,sa mem axn � 79m e, z e5 ee s m mbmmbn ao a az ,e ,m Ban e AAA 2 m 5 ea as ee ] m m o ], n n a ]5 ]a ]e z ,S a m ,D , z m 9: 81L,, Db Larson Engineering Inc Hamlin Middle School Dead Loads SK- 3 MK Apr 30, 2021 at 4:20 PM 21210330.000 F. s Base Fra .,2E 231 mmn amb•. ambo ambm a99un amb9 1 13 ambm 1 a99un a 113 ambo 1 1 ambo 12 129 ambm 1 u] 1a9 n1 �°hn 12 12s 9 192 a99un 1 1121 1 119 181 182 18) 1 185 188 18 1� 112 11 115 18 1m 1 1 1♦8 1♦9 150 15 4152 15] 15♦ 155 1 15] 158 15 180 ill 2 ECL4n am W. a]gbn ambm @L4n RY6h ambm 152 Wn 9 50 ambo n ambo � ambm ♦3 w ar 1 ♦2 a lee amn ambn mane 3a ]9 m e1 z e5 e♦ s m mae 50 8 II 18 188 �� 8 2 ffi 8 BO fly � ] W � 0 ]1 ]2 Tl ♦ ]5 ]8 ]8 2 13 8 91 10 1 2 L 9: BIL 2, LL Larson Engineering Inc Hamlin Middle School Live Loads SK- 4 MK Apr 30, 2021 at 4:21 PM 21210330.000 F. s Base Fra .,2E 232 jzl,x las lubmj�� lawn 1611bM 1 1] 1611bM 1 1]5 bM 9 1ID uwm 1 1 carom 1 1 23 uabm - 1 1Z] 1a9 n1 14Wm 12 125 9 192 1♦abn 1 12] iMb"b11 al 1 119 11 117 181 182 18] 1 185 188 18 1� 112 11 115 18 198 1 1 iw iw 150 15 152 15] 15♦ 155 1 157 158 15 180 1�2 Ia bMt � 14Wm bM bM MbM g 0 man w 1aabM�bn ♦] a s+ 1a 11 1 ♦2 s 1. 1a11bM 1M bM iMbill ]a 1611bi11 u' MS ]9 80 81 2 43 8♦ 5 88 0 8 188 14Wm Mbn g iMlb81 ffi ]1 ]2 Tl ♦ 75 ]8 78 ] 25 ] 80 fly ] 0 2 18 8 91 10 1 2 IN NM WVEa: BIL 3, WL Larson Engineering Inc Hamlin Middle School Wnd Loads (Strength) SK- 5 MK Apr 30, 2021 at 4:23 PM 21210330.000 F. s Base Fra .,2E 233 jzl,x 1 1 12]12 J1W'W 125iui 2] 119 181 182 1K18 190 152 180 R 1�2 1 55 52 6] 9 50 K K 4. K 1 ♦2 s 1sa 5 Im ]9 80 81 2 85 8♦ 5 88 K] K� 0 H1. ]5 ]8 ]8 91 10 1 2 IN WO Lm Ea: BM ♦,GOARO Larson Engineering Inc Hamlin Middle School Handrail Load SK- 6 MK Apr 30, 2021 at 4:23 PM 21210330.000 F. s Base Fra .,2E 234 x F s'o C us �rc 1 "2j 12 . ]8 112 {1 11Z 119 11� F 19W 18 188 m 114p 15 1� 1 ry5 15 1 15 1 A 15] '+ Y 1W N a S a 1 1 1 9] N12 50� m xa 8] sa 70 m es a9 10 11 72 n a 7s 78 u m m n m 41 n a a 2 memnereme Cn ..I.ea t�+ami �. uroearvsa�ean Larson Engineering Inc Hamlin Middle School Member Envelope Unity SK- 7 MK Apr 30, 2021 at 4:23 PM 21210330.000 F. s Base Fra .,2E IIIRISA <1waawa��,,,a some cao� aaa r�]aaaca 235 IIIRISA ' a- Jw�tcoo�aaar,.am a:,c.wn„ 35 N35 1679 66% 0 M N36 18.78 6689 0 37 N37 1879 73% 0 39 N39 M 7 8018 0 JO Nf0 R.78 a018 0 41 ml 22.]9 86% 0 42 M2 N19 8689 0 43 N13 A 7 93% 0 45 N45 Z79 10018 0 JB M6 2819 10018 0 n Na] 28.]9 1o699 0 JB N18 3019 Mm 0 49 N49 30.]9 113% 0 51 N51 32.]9 12018 1 0 53 N52 3119 12.018 1 0 5.i N53 31.79 126% 0 51 M4 3619 12.M 0 M6 U79 13� 0 57 N57 39.]9 11018 0 59 N58 3919 13689 0 59 N59 39.]9 123% 0 w WO 3982 13689 0 N61 3961 "Im 0 62 M2 3982 18.189 0 63 N63 879 2699 0 61 Ma 11 2689 0 65 N65 1321 2699 0 66 M6 1419 283 0 67 N67 1679 183 0 68 M8 1819 283 0 6B N69 20.]9 283 0 70 M0 2219 283 0 71 N71 2179 309 0 R M2 3819 309 0 ]J MJ 3019 309 0 75 NI5 32.]9 309 0 76 M6 3119 3.16 0 ]] N]] 36.]9 316 0 78 M8 3919 3.16 0 N79 N 79 616 0 83 MO 38.78 6.16 0 81 M1 28.]9 616 0 83 M2 3019 6.16 0 83 M3 32.]9 616 0 88 M6 39.]9 832 0 87 N87 31.]9 918 0 89 M8 36.]9 9J8 0 89 N89 39.]9 918 0 91 N91 1529 0 1 0 236 21 Fassaway -- Ell- a a' rc ffiISA IIIRISAme- IIR1 Joint CooMinates and Temoersturcs /CONInuM) Joint CoortlLol and Teaime.W,./Continued! 92 N92 M29 0 a 93 N. 3529 0 0 94 NN M29 0 0 Ing' V19 0 0 N IM 3929 0 0 0 N97 1112 25 0 8.9 Mil 1328 M 0 99 N99 1479 25 0 IN N100 1619 M 0 NIM 39.]9 11,1101 1879 sm 0 1a2 N102 M19 M 0 IM N103 22.]9 25 0 IN N104 N19 M 0 105 N105 Z 7 25 0 IN N106 2819 M 0 0 N169 39.]9 3132 0 10.9 N108 3219 M 0 Iwl N109 M79 1 25 0 11a N110 38.]9 25 0 111 N111 39.]9 25 0 N1]4 3529 879 0 0 W Nil' N1]8 3229 114 N114 1328 M37/5 0 115 N115 1479 M 3]45 0 116 N116 1419 310315 0 11] N117 1679 310315 0 11 0 1679 31 7M 0 119 N119 1879 31 ]015 0 1M N120 1819 M3745 0 121 N121 M.79 32 3]45 0 1R N122 M.]9 MDW 0 123 N123 22.]9 330315 0 N189 M79 12 79 M7M 0 125 N125 N.79 33 ]015 0 1M N126 N.]9 343]45 0 12] N127 M.I9 31 3]45 0 1M N128 M.]9 350315 0 1M N129 M79 350315 0 0 a 28 79 N197 2]04 131 N131 30.]9 35 ID45 0 In N132 30.]9 383]45 0 133 N133 32.]9 363]45 0 IN N134 32.]9 3]0345 0 135 N135 M79 3]0345 0 0 0 M3 NM3i 3504 13] N137 38.]9 377.1 0 139 N138 38.]9 393]45 0 139 N139 39.]9 393]45 0 u0 N140 39.]9 390345 0 143 N143 3962 39.7045 0 1H N144 3962 393]45 0 145 N145 3962 432045 0 118 Nub 1112 0 147 1148 NN9 14]9 2] 919 0 u9 Nus 27519 a 1W 1.679 N142 .]9 P819 0 151 N151 M 7 27819 0 153 N153 A 7 28.05 0 IN NIM M.]9 28M a 155 N155 28.]9 28M 0 155 N158 30.]9 28M 0 15] N157 32.]9 28M 0 159 N159 38.]9 2816 0 1N NIM 39.]9 MAA 0 161 N161 A 7 3116 0 162 Ni M.]9 31.18 0 163 N163 28.]9 3116 0 165 N165 32.]9 3116 0 188 N1. M19 3132 0 167 N167 38.]9 31 32 0 N169 39.]9 3132 0 N170 .72 U. N171 38.79 34.45 0 N172 1529 M 0 N173 2529 25 0 N1]4 3529 25 0 75 W N1]8 3229 25 0 N1]] 3529 25 0 N1]8 1182 M 0 N1 ns 12 ]8 25 0 N183 1829 M 0 2819 11 0 N182 929 0 0 N183 629 0 0 N151 12]1 E 0 0 N185 M]9 533 N188 22.]9 533 0 W79 8w I 9 N189 32.]9 SM 0 N189 M79 30.319 0 NIM 22.]9 30.319 0 1 N191 30.]9 3386 0 N192 32.]9 MM 0 1 N191 234 201 a 5 N195 2504 0 0 N1N M34 0 a ] N197 2]04 0 0 NM] 3034 0 a M1 NM1 3104 0 0 M3 NM3 M34 0 0 M3 NM3i 3504 0 0 2s5 1 37 04 11 0 0 RISA -2D Verson 1791 [z1.1.1Prsjad ForVCalcsTlmt base Fam esr2d] Pa9e3 1RISA-2D Verson 1701 [nA.1.]P-j d ForVCalcAFrst base Frames r2L] Pa9e4 M IIIRISA mam L -am E111— 11, m' e- rc ." ISA am a�� Join[ CooMinates aM Temoersfarcs MoWno ) Jtlnt BauMary Co�tbe .7 NA7 2504 25 0 3 N" Reaction Reaction 1704 11 0 5 N95 Reaction Reaction 211 N211 N 04 25 0 2121 W12 W34 M 0 1 3104 25 0 2141 W14 M34 M 0 10 N3 csl� 11 N4 csl� 14 N7 csl� 17 N10 I csl� M7 221 N83 B�O 1875 Beam AA Canard — '6w Tvoicd M N13 CSO i 117 23 N16 ssel. I M 10 Jtlnt BauMary Co�tbe RISA-4➢Verdon 17F1 7V11Pmle d Focsl Oalcs\Frst Rase Frames r2d] Pa,5 I R5A-4➢Verdont7Ft Jrt a wrojed RoadcaladFlyd Rase Frames r2dI Pa,. 3 N" Reaction Reaction 5 N95 Reaction Reaction M 7 NW R -.dm Reaction A7 N2 CS1. 10 N3 csl� 11 N4 csl� 14 N7 csl� 17 N10 I csl� M7 NR N83 B�O 1875 Beam AA Canard — '6w Tvoicd M N13 CSO i 23 N16 ssel. I M 10 M10 N21 RISA-4➢Verdon 17F1 7V11Pmle d Focsl Oalcs\Frst Rase Frames r2d] Pa,5 I R5A-4➢Verdont7Ft Jrt a wrojed RoadcaladFlyd Rase Frames r2dI Pa,. M A7 7 M7 NR N83 B�O 1875 Beam AA Canard — '6w Tvoicd 9 Mg N87 M 10 M10 N21 NIM IM U�o 875 �am A C faal-T6W Tarawa] g4 12 M12 NO NM IM Ue2eOI8751 Beam AA Chan,M .1-T6w Tarawa] 13 M13 N27 NM IM L3.0 1875 Beam AA Chwnn� .1 -Mw T,ma� 14 M14 NM NM IM -BeNO 18751 Beam AACh-4 .1-T6W Tarawa] 17 M17 N37 NU IM B�O 1875 Beam AA Channd — '6w Tymod 19 M19 N41 N42 IM L3.0 1875 Beam AA ChN W Ch RISA-4➢Verdon 17F1 7V11Pmle d Focsl Oalcs\Frst Rase Frames r2d] Pa,5 I R5A-4➢Verdont7Ft Jrt a wrojed RoadcaladFlyd Rase Frames r2dI Pa,. IIIRISA ' ff rcW. 1 25 M25 N53 N51 180 L3#A.18I5 Beam AA CImmd - T ical 26 M26 NW !dY 180 LtY1af1.1B]5 Bean AA Clmrcl m T ical 27 M2] N21 N1 L2#A.18I5 Bem AA CImM ms T ical . 86 M86 NB9 No AACImM AACM1anntl ms T ical 29 MA N25 N3 N89 L2#A.1875 Beam M T ical M M30 NP N1 180 Ux2a0A875 Beam AAClmrcl mim. T mw 31 M31 N29 N63 N215 L2#A.1875 Beam AACImM AACM1anntl T ical n M]2 N30 N5f N153 Ux2a0A875 Beam AA Clmrcl m T 'c8 33 M33 N31 N65 180 L3#A.18]5 Beam AA CImM ms T 'cl 83 M82 N158 N1� AA CImM AAChard ms T 'cal 35 M35 N35 N6] N165 L2#A.18]5 Beam L3XM018]5 Beam T 'c8 M M36 N3] 1.149 N188 L2#x0.18]5 Bem AA Clmrcl m T 'd 37 M3] N39 N59 N169 U.. 1875 Beam AACImM L3XM018]5 Beam AAClwnd M MM NH N]0 180 U#xO 18751 Beam AAClmrcl m T 'd 39 M39 N61 N6 l2#A18]5 Beam AACImd AAClwnd 9.9 ISO U�418751 Beam AA CImd 1B3 T 'c8 41 MCi N66 N9 M99 l2#0 1875 Beam 42 M42 NU N9 Beam U2 xOA875 Beam AA Clmrcl 103 10 C3 MG3 NM N10 Ua2a LtY80.18]5 L2#A.1875 Beam AA CImd m T 'd T 'c8 H MH N69 N11 L2#z0.1875 Beam AA C. "I.T.W TMAmd - .1-T6W n1 11 101 M1N N130 AA CImd . Im WT 'c8 C] MC] NJ5 N90 M105 L2#A.1875 Beam 48 MJ NJ] N81 AA Channel U2 xOA875 Beam AA Clmrcl M105 N13L 49 M49 NJ9 N92 AA CFsnd L2#A.1875 Beam AAChamd M10] T 'c8 59 M50N51 1W 1y93 180 1341x0.18]5 Beam AA CImd a T 'd Beam AA Ch -4 6nal T6W Twi-I 109 M109 N113 NW 53 Mu NB] Nl2 L241x0.18]5 Beam AA CImd a T 'd 53 M53 N81 N]3 1 ii0 L2#A.1875 Beam AA Channel . T 'cal 51 M51 NW N]J 112 L2#a.0A875 Beam AA CImd a T d ' 55 M55 N83 N]5 180 L3#A18]5 Beam AAChanntl ms T 'cl 55 M56 N]1 N13 115 U2 x01875 Beam AA CImd "I T. W Tau L3X 01875 Beam AAChanntl w Tvmcal 116 M116 N148 N9] 58 M5B N]3 N15 ccs T ical L2#aA.18]5 Bem AA CImd a T ' d 59 M59 N]J Ni6 w Typical L2#A.18]5 Beam AA Chanel 6M Tamcal 60 MW N75 N1] 180 U3 x01875 Beam AA ClmM m T 'd fii M61 N53 N8] w Tvmcal U2 xO 1875 Beam AA= ms T 'cal fit M63 N55 N89 L2Y2a.0.1875 Beam AA C. "I.T.W TMAmd N103 183 l3#a0.18]5 Bam AAChanntl . T ical AAClmrcl M123 N126 fN M81 N87 8&4 AACM1anntl L2Y2a.0.18]5 Bem m'd T fi5 M65 N88 N95 L2#a0.18]5 Bem U2 xO 1875 Beam md AA CI 125 T 'c8 fifi M66 NM MM 180 Ux2a0A875 I Beam AAClmrcl m T 'd fi] M6] N81 NI6 L2#A.18]5 Beam AA CImd . T 'c8 fie M6.9 NM M17 L3.018]5 Beam Ux2a.0.18]5 Bem AAClmM m T 'd L2 OA8]5 Baa N78 180 129 AAClmrcl 70 M70 N]6 N18 130 L2141875 Bem m T 'd ]i M71 N]] N19 U" 87 Bem AA CImd ms T 'cal Y2 MR N]8 NHI 180 U'a.0.1875 Bem AA Clmrcl AAChanntl ]3MI3N61N59 M133 Gx15 BemAA Cd Tcd131 M131 L2 OA8]5 Beam AA Clwnd Tcal135 AA Cmd M135 0.01875 Beam AAChanntlccs Tcd136 M136 L3 OA875 Beam NB.iL2Y2af1.1875 . T ical Bem AA Clmrcl]]N26N3 1 .1 138 M138 5 BemAA CImd L2rh018]5 Beam UWT ]8N66N9 5 Bem AA Clmrcl ]9N70N11 5 Bem AA Cd 8181N]5 names ml na, IIIRISA S Maa " 23B a- e,' 82 M82 NB3 N]Js Beam AAChanntl ms T ical 83 M83 N50 N18] s Beam AACM1anntl ece T ical BI M8G N]8 N19 5 Bam AACM1anntl T ical . 86 M86 NB9 No 5 Beam AACM1anntl ms T ical 8] M8] N225 N89 L2Xb018]5 Beam AACM1anntl ccs T ical fl9 Mfl9 N10J NX!] 13K1R0.18]5 Bem AACM1anntl ms T ical 89 M89 N109 N215 L3Xb018]5 Beam AACM1anntl ccs T ical B] M� N1J8 N153 13K1R0.18]5 Bem AAChanntl ms T 'cL 83 M82 N158 N1� 13K1R0.18]5 Bem AAChard ms T 'cal 93 M93 N161 N165 L3XM018]5 Beam AACM1anntl ms T icl Bf Mw N188 N189 13K1a0.1875 Be m AACland . T 'cal 95 M95 N169 NIM L3XM018]5 Beam AAClwnd . T iI 95 M95 N112 N115 1B] ALB Bem AA Cland en T 'd AAClwnd 9.9 MIN N120 N118 1B3 13K1a0.18]5 Beam T 'd M99 N122 N121 1&1 875 Beam AACM1anntl . ece T ical 103 10 M103 N122 N1Y1 1B] Ua2a LtY80.18]5 Bem AAChanntl m T 'd 101 M101 N12C N125 L3XM018I5 Beam AACM1anntl ece T icl - .1-T6W n1 11 101 M1N N130 N131 1B] l3 OA8]5 Bam AA Cland ms T 'd 105 M105 N132 N133 1W L3X 01875 Beam AA Channel ms T id 106 M105 N13L N115 1B3 l3#a0.18]5 Beam AA CFsnd m T 'd 10] M10] N136 N13] 1W L3XM01875 Beam AAChanntl ece T ical 1081 M108 Beam AA Ch -4 6nal T6W Twi-I 109 M109 N113 NW L2XM01875 Beam AA Channtl w Tymcd M110 N114 N147 1B3 I] OA875 Beam AAChanntl . T ical 1 ii0 M111 N116 N1i8 U2 01875 Beam AAChanntl w Tvmcd 112 M112 N118 N11B L2#a0.1875 Beam AAChanntl . Tvmwal 113 M113 N120 N150 U2 01875 Beam AAChanntl w Tvmcd 115 M115 N12C N152 1W L3X 01875 Beam AAChanntl w Tvmcal 116 M116 N148 N9] Ux2xO1875 Beam AAChanntl ccs T ical 117 M117 N147 NW 1W L3X 01875 Beam AAChanntl w Typical 118 M118 N148 NM Ux2x0.1875 Beam AAChanntl ccs Tymcd 119 M119 N149 N103 U2 01875 Beam AAChanntl w Tvmcal 121 M121 N151 N102 U2 01875 Beam AAChanntl w Tymcd 1R Min N152 N103 183 l3#a0.18]5 Bam AAChanntl . T ical 123 M123 N126 N161 12Xb01875 Beam AACM1anntl ws T IN MIM N128 N162 L2#a0.18]5 Bem AACM1anntl ms T id Twin 125 M125 N130 N163 12Xb01815 Beam AACM1anntl 5c5 T, -al AAChanntl 127 M127 N13C N165 1W L3.018]5 Beam ccs T- icd 128 M128 N161 N153 L2 OA8]5 Baa AAChanntl . T ical 129 M129 Beam AACM1anntl sty T .cd 130 MIM L2 OA8]5 Bea AA Clwnd ms Tical33 AAChanntl M133 WNI�L2Xb018]5 0.01875 Beam Tcd131 M131 L2 OA8]5 Beam AA Clwnd Tcal135 M135 0.01875 Beam AAChanntlccs Tcd136 M136 L3 OA875 Beam AA mann' . T ical 1 .1 138 M138 N136 Ni6B L2rh018]5 Beam AACM1anntl - T ical IIIRISA ' ff rc ��1 139 M139 N138 N1I0 L]#A.18I5 Beam AA CImd ms T ical Iw M1L0 N1L0 NY11 180 LtY1af1.1WS Bem AA Ciln m T is 141 M1C1 N169 N16G L]#A.18I5 Bem AA CImd ms T ical 42 143 M143 0 7 N1I1 N168 180 U3# 1875 Beam AACImd lia ms T .s. 1H M1H N188 N1Y L3Y1a0.IWS Bean AA Clmrtl " T mw 145 M145 N16] N159 ff�'� U]# 1875 Beam AA CImd m T Is 148 M148 N168 N1W 180 UX24.18]5 Bean AA CImd " Tame 14] M14] N158 N109 U]# 1875 Beam AACImd m5 T 'cl 149 M149 N160 N111 180 U3# 1875 Beam AACImd ms T 'cal 159 M150 N144 N141 Ga1.5 Bem AA CImd em T 'd 151 M151 N143 N141 U]# 1875 Beam AACImd ms T 'cl 153 M153 N145 NY'A C4a1.5UN Bem AA CImd1*TB T 'd 153 M153 N148 N10] s Beam AACImd m5 T 'cal 2W 2W WH AA CImd m T 'cal 155 .155 N133 N189 5 Beam 155 M156 N15] N10] s Beam AA CImd m T 'd 157 M15] N165 N155 20 5 Beam AA CImd ms T 'cal 10 M158 N133 N191 5 Bem AA CImd "I.Tw Tmumd LI.I.I.1 lam m146W, TrjaeCsal 161 M161 N1I1 N16] s Beam AA CImd 183 M163 M39 N114]]0 IN L3Y1a0A8]5 Beam AA CImd m T 'd 163 M163 N14II N U3# 1875 Beam AACM1md . TmAcA 164 Ux2x0A875 Beam AACImd TMAmd =Tw 1W Mi W N14] M] s Beam AACImd a T 'd 167 Mi6] NiN N145 5 Beam AACM1annd ms T— IM 189 M18.9 NB N13 Ux2x01875 Beam AACImd mTw T 'd 169 M16B N66 N]0 La#Wle]5 Beam AA CM1annd ms TmAcA IM M1]0 N5 M Ux2x01875 Beam AACImd TMAmd 0 AA MT.W 1]3 M1R N31 MU 5 Bem AACImd a TMAmd 1]3 M1I3 N186 N. s Beam AA Chanel . T 'c8 174 M1]4 N188 N82 5 Beam AA CImd m T 'd 175 M1I5 N190 N151 5 Beam AACImd ms T 'cd 98 M1]8 N193 Nifty s Beam AACImd m T 'd AA CImd 178 M178 I N187 I N189 I Ux24.1875 Bean m T 'd 1I9 M1I9 N189 NiW U3# 1875 Beam AA CImd ms T 'cd I. M1B] N191 N183 L3Y1a0.IWS Bean AA CImd "I.Tw TMA 181 M181 N193 N1W 180 'H Beam AACImd W61 -T6 T'd T. M183 N194 N33 180 Ux2x0.IW5 Bean AA CImd a T 'd 3 �O 1875 UW lam AAC M AA CImd 184 M184 Ni.,8 N18] Ux2x0.IWS Bean 185 M185 N19] N198 'A' Beam AA CImd W61 -T6 T 'cd IN M186 N198 N1N Ux2x0.IWS Bean AA CImd am T 'd 187 M18] N199 N31p 'A' Beam AA CImd W61 -T6 T 'cd m T 'd IN M1W NZ3 N1] Ux2x0.IW5 Bean AA CImd 191 M191 N3113 N31N 'A' Beam AA CImd W51rT6 T 'cd 183 M183 1 N 4 1 N3f5 I Ux2x0.IWS Bean AA CImd m T 'd 183 M193 N3115 .316 'A' Beam AACImd W61 -T6 TmAcA AACImd 195 .195 1 MO] I N308 I IBeam W Lagaa T 'cd names w1 apes IIIRISA S .aea7a� 239 Bbnbe]AdvanaxtlCab ff�'� SeA 2W 2W WH Nlill Beam AAC 20 1i IN 4WT ®0� 0 nO MnO 04xI.5 AA Ciawvn� md Bbnbe]AdvanaxtlCab RISA-3➢Verson 17 F1 IHa. Nmled OocAGalcAFtret base Frames r20 Paae10 ff�'� SeA ®0� 0 RISA-3➢Verson 17 F1 IHa. 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ISA IIIRISAme- IIRaOM � Envelooe AA ADM -15. ASO. AhuWnum Cade Checks(CoWnuM) Envelaoe AA ADM -15: ASD- Buildi5w A0 Mr Cade CB S(CoNMued) ]e MIB 819 1811 8 . Moo 0 4 1318 L]W 114 1511 1 x 79 76]9 393 1811 6 030 3465 4 131 8 •]94 103 1531 1 x 80 MB] 3]] 11 5 .030 335 3 1 H2 4.]91 103 1511 1 x 139 M139 114 69 1 018 B2 I MAO L1.1.1 1 .288 11.01 3 .030 0 5 13 1]91 M 1511 1 x 83 M83 1M 1 784 9 030 0 9 1435 47" 103 ISM 1 x 84 7684 .258 2.038 ] .D]0 0 8 1.15] 1]91 103 15i1 1 x 85 7685 356 2@6 ] O]0 0 4 115] 1IW 103 1531 1 x MBB .258 3.038 ] .D]0 3.74 5 1.157 1]91 103 15i1 1 x 316 3 O]0 0 1 3328 65]3 146 2051 1 x 146 MIM .M3 3.16 2 .030 89 7689 .015 35 8 .D]] 0 6 ].0] 8313 356 30]8 1 x 89 M89 333 35 8 154 0 8 7077 8273 356 30]6 1 x 0 MB] .550 6 7 .024 6 6 861 8.213 355 3.076 1 x 91 M91 466 6 6 029 6 6 861 8273 3" 3076 1 x 83 7683 1. 763 2 6 .023 2 8 3.183 8.213 394 3.076 1 x 1-1 435 9 033 0 9 6.318 3050 33M 9.161 1 153 76153 550 1836 6 030 91 M91 413 2 8 .025 2 8 3.183 8.M 391 3.076 1 x 95 NO 476 2 8 029 2 83183 8273 391 1 3076 1 x 85 M85 .780 2.313 1 .M6 2313 1 12]36 17.84 29 SAW t 97 MB] 839 1 1 315 0 1 525 8273 3" 3076 1 x 158 M1AS 311 1.MI 9 .030 0 4 1.424 1]94 1M 1514I x 159 76159 769 2026 5 030 0 8 1 15 1]94 103 1534 1 x 1W M1W N. 2.026 5 .030 103 M103 .838 1 1 .215 0 1 5.25 8213 381 3.076 1 x 101 M101 839 1 1 315 0 1 525 82]3 3W 3076 1 x 1@ 761@ .838 1 1 315 0 1 5.25 8.213 381 3.076 1 x 1-1 103 M103 839 1 1 315 0 1 525 8273 3" 3076 1 x 1-11 165 76165 8fi4 75 7 188 8 7 8273 3076 1 x 188 76188 105 76105 839 1 1 315 0 1 525 82]3 3W 30]6 1 x 105 M105 .838 1 1 315 0 1 5.25 8.M 381 3.076 1 x 107 M107 839 1 1 315 01 1 525 8273 3" 3076 1 HII 109 M109 .838 1 1 315 0 1 5.25 8.M 381 3.076 1 x 109 MIM =0 IN 761 2687 1 030 0 1 3W5 6573 196 2051 1 x 1-1 1 336 47" 103 1531 1 x 1-1 1R Min .259 1.841 ] .W0 0 2 1.347 111 Mill 595 67 4 085 AM 4 3262 6573 196 2051 1 x 112 M112 .568 .898 1 850 AM 4 2.487 6.M .1W 2851 1 x 113 M113 =0 IN 762 712 1 024 0 3 1 1813 6573 196 2051 1 x 114 M114 438 .706 3 .035 0 3 3]33 6.M .1W 2851 1 x 115 M115 =0 IN 474 674 2 068 613 6 4504 8273 3" 3076 1 x 1-1 1]8 M178 .OM 1 8 .WO 2 4 4.]81 6.M AAA 2851 1 x 1-1 117 M11]166 2688 2 030 0 1 1687 8273 3563076 1 x 1-1 118 76118 302 2.818 1 .W0 0 1 3.742 693 1W 2051 1 x 119 M119 354 2819 1 030 1 0 1 1 3742 6573 196 2051 1 x 13f1 M13f1 .158 2.818 1 .WO 0 1 3.742 693 1W 2051 1 x 1-1 121 76131 425 2819 3 030 0 1 3]42 65]3 196 2051 1 x 1-11 123 M123 485 ]03 3 063 6] 6 3363 65]3 183 2051 1 x 176 MIN .588 .588 1 .051 0 8 2.489 85]3 1W 2051 1 x 1-1 125 M125 ]34 ]1 1 044 0 8 1822 6573 196 2051 1 x 136 MIM A]8 .]OB 2 .041 05 ] 11] 3.]34 693 183 2051 1 x 11 M127 0 25 4506 8 2n 31% t 1035 8 0]3]]33 634 7142 1 x 129 MIN 398 308 1 030 0 1 3424 6573 1W 2051 1 x 133 M133 .ffi1 348 1 .WO 0 1 3.424 6576 146 2051 1 1-1 x 1-1 131 M131 435 308 3 030 0 1 3424 6573 1W 2051 1 x 1-1 1T1 M1Y1 .763 348 3 .WO 0 1 4368 8273 356 3.076 1 x wo 134 76134 389 308 1 000 0 1 34N 65]3 1W 3.051 1 x 1-1 135 M135 394 308 1 WOO 0 1 3424 6573 196 3051 1 x 135 76135 .498 348 3 .030 0 1 3424 B.SY! .195 2.051 1 x 13] 7613] i06 308 2 030 0 1 1269 82]3 355 30]6 1 x 1-1 139 M139 114 69 1 018 0 9 24]] 65]3 183 2051 1 x 140 MIM .038 35 5 .03] .25 5 ].N] B.M 355 3.076 1 x 1-1 141 M1H 401 316 1 O]0 0 1 3328 65]3 146 2051 1 x 142 76143 .39] 3.18 1 .D]0 0 1 3.5818 B.SY! .195 3.051 1 x 143 M143 368 316 8 O]0 0 1 11]8 83]3 355 30]6 1 x 145 M145 393 316 3 O]0 0 1 3328 65]3 146 2051 1 x 146 MIM .M3 3.16 2 .030 0 1 4.1]8 B.M 355 3.QM 1 x 14] M147 405 316 1 030 0 1 31M 6573 146 2051 1 x 148 MIM 434 3.16 3 .030 0 1 3.M8 6.M .195 2851 1 x 149 M149 =0 IN 347 316 2 030 0 1 4178 8273 355 3076 1 x 1-1 13 Q3 151 M151 395 415 9 10 0 9 5252 6573 183 2051 1 x 1-1 152 M153 396 435 9 033 0 9 6.318 3050 33M 9.161 1 153 76153 550 1836 6 030 3456 4 1355 47" 114 1534 1 x 1jj54 M1542 x.288 1836 6 .030 0 4 1.355 1]91 103 1514I x 15] M15] 369 1851 3 030 36]2 8 13 47 103 1531 1 x 158 M1AS 311 1.MI 9 .030 0 4 1.424 1]94 1M 1514I x 159 76159 769 2026 5 030 0 8 1 15 1]94 103 1534 1 x 1W M1W N. 2.026 5 .030 3.74 8 1 1.157 1]94 103 1514 1 x 1-1 183 76183 .114 2018 5 .D]0 3.]94 8 258 8573 183 2051 1 x 163 76163 014 108 4 O]0 216 3 5143 83]3 355 30]6 1 x 161 76161 325 .495 6 .058 0 6 5861 8273 356 30]6 1 x 165 76165 8fi4 75 7 188 8 7 8273 3076 1 x 188 76188 342 1812 7 .WO 0 4 .31 1.761 1]91 M 103 15i1 1 x 1-1 189 M169 831 7.5 7 .215 8 7 551 &M 356 30]6 1 x 168 M169 SM 6 I 016 4 6 861 8273 355 3076 1 x 1]0 M170 57] 3.914 7 .131 442 7 258 8M 356 30]6 1 x 171 M171 309 IAM 7 030 0 4 1 336 47" 103 1531 1 x 1-1 1R Min .259 1.841 ] .W0 0 2 1.347 4.]94 103 1514 1 x 1]4 M174 .202 1.58] 5 .W0 3.202 8 1.584 4.74 AM 1.534 1 x 175 MI75 MO 166] 5 030 0 5 1584 47" 103 1534 1 x 1-1 1]6 M176 .198 1.58] 5 .WO 3.202 4 1.584 4.74 AM IAS 1 x 1]] M1]] 076 1 4 030 2 4 1]81 65]3 146 2051 1 x 1]8 M178 .OM 1 8 .WO 2 4 4.]81 6.M AAA 2851 1 x 1-1 =arm 074 183 MISO .046 1 8 .WO 2 4 4.781 6.M AAA 2851 1 x 181 M181 ]00 1145 1 106 0 ]]33 919 7142 1 x 183 M183 .583 0 1 .wo .25 .213394 3.076 1183 M183 0]] 35 6 014 0 ]]33 634 ]142 1 x 1-11 7142 .N2 .5 6 .DtO .5 t47 .213394 3076 1170 15 6 013 15 ]]33 919 ]142 1469 35 4 .109 .25 8.213394 30M 165] 135 ] 11] 15 ]]33 634 ]142 11 25 1035 8 0]3]]33 634 7142 1 x RISA-2➢Verson 1701 J21.). Nrojetl OocAGalcalFrst base Fram es r20 Py)e63 RISA-2➢Verson 1701 J21.). Nrojetl OocAGalcairst base Framess2d] Pa9e64 267 IIIRISA me- rc Ii Envelope AA ADM -15: ASD- BWINw AluMnum Catle Checks(CorMlnucd) RISA2DVernon 1701 [7V.A ProladDs,VCaIGVFlli7 Rasa Fames r2d] Paso 11 m 1 W4 1 2 71 17 7M 010 7142 M3 M203 =0 Im 373 25 a W6 0 8 9 128 17733 614 7142 1 20 M205 734 125 9 130 1 5 9 9171 17733 614 7142 1 M207 41S ON 10772 17 7M 7142 211 M 10 RISA2DVernon 1701 [7V.A ProladDs,VCaIGVFlli7 Rasa Fames r2d] Paso 11 268 jzl,x i a a F' s9 ea ] mqq i7° 1 1 9 H tin F F 9 OF F M19] 15 a 1] 18 P ]8 F F F 2 2 ) ]] 8 Larson Engineering Inc Hamlin Middle School Member & Node Labels SK- 1 MK Apr 30, 2021 at 4:47 PM 21210330.000 Thwd Base F..d 269 jzl,x 8� 4 a L x $ ,- sz e � u DIs it^ e m i g Nso 3 4 s L L o ai L L 9 20 ti L] j) 13 L ]5, i9 0. m ItINT2 2 ] Larson Engineering Inc Hamlin Middle School Member Shapes SK- 2 MK Apr 30, 2021 at 4:47 PM 21210330.000 Thwd Base F..d zoo mbm mbm mbm a aabn 1 x ] 52 58 82 8) 8 ] Po A ri 1 Bon B bm B bm 9Ybm 9 Bbn Blbn ] ID Bbn amen 1 a m e1 ®un amen 9 0 1] 18 2 2 ) ]] 8 m 9: Ba 1, Db Larson Engineering Inc Hamlin Middle School Dead Loads SK- 3 MK Apr 30, 2021 at 4:48 PM 21210330.000 Thwd Base F..d A1Mb•. mmn mmn avabm a �abn Lai] x 52 58 82 8) 8 ] Po A ri 1 EPXNB EgWn @LWn ENbn ENbn ] ffi RlY6h anbn 1 a m e1 ®Inanbn 9 0 1] 18 2 2 ) ]] 8 L 9: BIL 2, LL Larson Engineering Inc Hamlin Middle School Live Loads SK- 4 MK Apr 30, 2021 at 4:48 PM 21210330.000 Thwd Base F..d 2'12 jj�� jzl,x ,awn ,awn e ,ubm ubm ,aabm x n 52 53 82 83 a ] Po A ri 1 1a14n 4n 9 11 "b- 11 1MIbm ] ID «IbM , 1611bM 14wm 19 20 4n P 18 4312 a a 3] a o 2 3 n a WVEa: BIL 3, WL Larson Engineering Inc Hamlin Middle School Wnd Loads (Strength) SK- 5 MK Apr 30, 2021 at 4:48 PM 21210330.000 Thwd Base F..d 2'13 jj�� jzl,x s e NA 52 5) s 82 8) a5 2a Po A ri 1 JM m s:e¢4,auneo Larson Engineering Inc Hamlin Middle School Handrail Load SK- 6 MK Apr 30, 2021 at 4:48 PM 21210330.000 Thwd Base Fra.s d 04 x F s'o CCC s R i A m fi s] a m9� ry w 18 21 20 �f. 1 9 1 ffi - M 1 6$ � 81 18 ]0 5 ]6 35 ]R 7 ]8 N {8 }{1 2 2 ] 8 rnemner cme cnea: ohoiayea t�vaace�s �. uroe ary sa�ean Larson Engineering Inc Hamlin Middle School Member Envelope Unity SK- 7 MK Apr 30, 2021 at 4:49 PM 21210330.000 Thwd Base F..d IIIRISA <twaawa��,,,a Jtlnt COo]rdol .MTenmen . 275 IIIRISA ' a- °. Joint CaortlLol aMT,.W,s,C.r nu 35 N35 36 36% 0 M N36 1931 2.M 0 37 N37 3979 283 0 W8 4179 �w a 39 N39 4379 283 0 Jo wo L .79 283 0 41 mi 279 283 0 42 N12 w 0 0 43 N13 i 29 0 0 19 4719 0 0 45 N45 3512 25 0 JB Nab 3838 m o n Nal 3979 25 0 48 Nab 41 ]9 m o 49 N49 Jtlnt COo]rdol .MTenmen . 275 IIIRISA ' a- °. Joint CaortlLol aMT,.W,s,C.r nu 35 N35 36 36% 0 M N36 1931 2.M 0 37 N37 3979 283 0 W8 4179 �w a 39 N39 4379 283 0 Jo wo L .79 283 0 41 mi 279 283 0 42 N12 255 0 0 43 N13 i 29 0 0 M4 4719 0 0 45 N45 3512 25 0 JB Nab 3838 m o n Nal 3979 25 0 48 Nab 41 ]9 m o 49 N49 4379 25 0 51 N51 279 25 0 53 N52 3319 303]45 0 m N53 3512 303]45 0 m N54 3.938 303]45 0 10 79 31 OM 57 N57 41 79 310315 0 58 N58 41 ]9 31.]015 0 59 N59 4379 31 7015 0 w Wo 4319 323]45 0 N61 41 79 V 3741 0 62 W2 4519 330315 0 63 N63 279 330345 0 6a W4 219 33.7015 0 65 N65 3612 2]68]5 0 66 W6 3938 P.6875 0 68 W8 4199 9.819 0 6B N69 4379 27819 0 ]o wo 4519 9.819 0 71 N71 279 27819 0 n W2 I29 m o 74 W4 3682 m o 75 N75 3] ]8 25 0 76 W6 4339 25 0 ]] N]] 3139 0 0 78 N]8 3139 0 0 w N90 4519 533 0 81 mi 279 533 0 82 N92 4519 30.319 0 83 N83 279 30.319 0 86 N86 2]9 e359 0 87 N87 279 798 0 69 N8 8 M. 18 82 8. 0 89 N89 4862 8359 .028 0 91 2]9 1 333]46 0 276 aam °.aC rc ffi ISA IIIRISAm'a- IIR Joint Cwr*nates and Temuemt s(Conlnucd) JtlntB ntla,Corbltbns Member Primary Data yyy RdaWewl s 1 M1 N1c NG L3Xb018]5 Beam AACM1anntl as TNcicaln 2 M2 NU NW 13 OA875 I Bam I AA Channel T ical 3 M3 N13 N81 180 L3Xb018]5 Baam AACM1anntl — T cal L MC N15 N16 1B] 13K1R0.1875 Be— AACM1anntl — T ical 5 M5 N1] N79 Rm: L3Xb018]5 Beam Member Primary Data yyy RdaWewl s 1 M1 N1c NG L3Xb018]5 Beam AACM1anntl as TNcicaln 2 M2 NU NW 13 OA875 I Bam I AA Channel T ical 3 M3 N13 N81 180 L3Xb018]5 Baam AACM1anntl — T cal L MC N15 N16 1B] 13K1R0.1875 Be— AACM1anntl — T ical 5 M5 N1] N1a 180 L3Xb018]5 Beam AAChanntl . Typical M6 AA Channel AAChanntl —1 ] M] N21 N2C 1W L3Xb018]5 Baa, wa T ical 8 M8 No N28 180 l3#R 75 Be— AA CMnntl T ical 9 M9 N2] Nm 1W L3.01875 Baa, AA Channel acs Typical 10 M10 NM NM 18] U3 O1875 Ba— AA CMnntl T ical 11 Nil N31 N32 1W LSX x18]5 Beam AACM1anntl as Taman! AAChanntl 13 M13 N15 N3 Ura 01875 Mam acs Typical 14 M14 N1] N3 L2 OA8I5 Ba— AA CMnntl T ical 15 M15 N19 N1 1W L2Xb018]5 Beam AACM1anntl acs Typical 16 M16 N21 IM L2 OA875 Be— AA CMnntl T ical 19 M19 N25 N37 L2Xb01875 Beam AAChanntl wl THT id m MID NV N3.9 L2 OA875 I Be— AA Channel TT 'cal 21 M21 NA N39 0.01875 Mam AACM1anntl — T icl m mm N31 NL U2 01875 Be— AACM1anntl T 'cal 2L MN NW 12rh018]5 Be— AACMnntl T 'cal 25 M25 NW 1W L3x)x01875 Mam AA Channel acs T id m mm NW U.01875 Be— AA Channel T 'cl 27 M27 NU U.018]5 Mam AACM1anntl acs T ical M mm NM U2 01875 Be— AA Channel &N T ical 30 MYI NL1 1W 13xh0.18]5 Bem AA Channel T icA 31 M31 NU U2 01675 Beam AAChanntl acs T icl m mm N18 % M— AACM1anntl T iaA 33 M33 N37 5 1— AAChanntl acs Tea ical m mu N41 INffillm 5 Bean AA CMnntl ms T ical 36 M36 N67 13xh0.18]5 Be— AACM1anntl m5 T ical 37 M37 N52 1W AL6 Mam AAChanntl acs T icl 39 MM NO 1W U3 01875 Ba— AACM1ann4 &N T ical 39 M39 NO 1W LI.0 1875 Baa, AAChanntl acs T icl 40 MJ NW 1W 13 OA875 Be— AACM1anntl ms T icl AL 42 M42 NW L2xh0.18]5 Be— AA Chl m5 T icl 43 M43 N51 1W L3.018]5 Baam AAChanntl acs T icl H MN NO 12Xb018" Beam AAChanntl acs T icl RISA-2➢Ver9onl7sl 121a Trojed Doca)Calca7hlrh Ease Fames r2fll N,3 I RCA-2➢Ver-17D1 JZ�. �rojecr BocalCalcalThlrh Base Frames r2fll Pa,e 277 45 MC5 rc NM U] A.18I5 E�'7�9 AA CImd IIIRISA ' ��1 Nm IIIRISA a eye Bean ff m T ical C] MC] N63 NIO L]#A.18I5 Bem AA CImd ms T ical Member Primary Dab(CONboetl) T ia. I9 M49 Member Primary Data Xondnm ) L]#A.1875 Beam 59 M59 NW W 45 MC5 N59 NM U] A.18I5 Bem AA CImd ms T ical LB hl B Nm N89 L3Y1A.1B]5 Bean AA CImd m T ical C] MC] N63 NIO L]#A.18I5 Bem AA CImd ms T ical AA CImd T ia. I9 M49 N65 N15 L]#A.1875 Beam 59 M59 NW W 180 Ux2x0A875 Bem AACImd m T ical 51 M51 N6] N1] L]#A.1875 Beam AA CImd . T ical 53 M0 N8.9 N19 L3x2x0A8]5 Bem AACImd em T 'c8 53 M53 NM N19 I N41 Ux201875 Beam AA Ctd T 'c8 I-T�Val Tape, AA CImd 55 M55 NI1 N51 180 L3#A1875 Beam AM T 'cal 55 M56 NO W 5 Bem AA CImd em T 'd 57 M5] NI1 N50 5 Beam AA CImd T 'c8 Y M58 N113 NO 5 Bem AACImd em T 'd 59 M59 N65 IJ55 L3#A18]5 Beam AA CImd T 'c8 AA� AA CImd m5 T 'cl 61 M61 NJ] N101 L3#A1875 Beam 62 M63 NW W 5 Bem AACImd em T 'd rN M63 N5G N65 5 Beam AA Ctmd T 'c8 fN M61 N8 ! 13x2x0A8]5 Bem AA CImd em T 'd AACImd AM T 'c8 fi] M6] N36 N6 5 Beam fib MM NZ N5 5 Bem AA CImd em T 'd fiB M6B N81 w s Beam AA C.. — T 'c8 70 M]0 NB3 N]0 5 Bem AA CImd em TVA 71 .1 AA Chennel AM - M MR NO N93 L3x3A.18]5 Bem AA CImd em T 'd 73 MI3 N. N85 180 'A' Beam AA CImd W6l T 'c8 ]L M]J N85 180 13x2x0A8]5 Bem AA CImd m T 'd 75 MI5 N89 M74 N8] Gxl5 Beam AACImd AM T 'cal M M76 NW N% L3x2x0A8]5 Bem AA CImd a T 'd 77 M77 NM N119 AACh-nAl 'sNI-T6 78 M78 N91 NO Gx15 Bem AA CImd a T 'd 79 MI9 N93 N91 Ux2A 1875 Beam AA Channel m5 T ical w MW NO N116 Gxl 5MI F7�FLf AACMnnel fA61iT6 T ical 81 M81 NW N9] '„ AA CM1anntl feae T T ia. 83 NO N9] N98 L3x2A1875 AA Clun ntl ms T ical MM U. �o he n M M81 NW NIM L3x2A1875 AA CMn nd m5 T ical 85 M85 N100 N101 '�' AA Chas ntl fi0fi1-Tfi T ical 88 M86 N101 N103 L3x2A1875 AA Chan nd m5 T ical 87 M87 N102 N103 'w' Beam AA CM1an ntl `N`l-T6 T ical w MB.9 N103 N12 L3x2A1875 Beare AA Chan nd ms T 'd 0 B] NO N105 N105 L3x2A18]5 Bem AA Clmnel m5 T 'd 91 M91 N106 N107 1"/ Beam AA CM1an ntl fi0fi1- T 'cal 83 NO N107 410 L3x2A18]5 Bem AA Clmnd m5 T 'd 93 M93 N108 N109 '„ Bem AA Channel fi 1-T6 T 'cal 85 MW N111 1.51 L3x2A1875 ham AA C.. T 'd 8] M97 N61 N113 180 U.. 1875 Bem AA Chan nd m5 T 'cal 8.9 MBB NU N113 180 5 ham AA CImd a T 'd W M99 N114 N115 180 L34A1875 Bem AA CImd . T 'c. elW AA CImd AM TMAcal 101 .101 N11fi N9G Gx15180 Beam RISA -2n Verson 1701 JZta caroled oocsicalcrIIhim Ease Frames rM] N,5 RsSA-2DVeraenl7Fl JZticaroled oecAcalrr7hlm Base Fames rwl N,6 twim 000 , 1 w I N121 I N41 I 1W U�u 1 75 AAC � I-T�Val Tape, RsSA-2DVeraenl7Fl JZticaroled oecAcalrr7hlm Base Fames rwl N,6 000 0 iF1�RF1•tT�tll.�___S'A__ F7�FF�tT�t71�� SeA F7�FLf SaA ®0� 0 RsSA-2DVeraenl7Fl JZticaroled oecAcalrr7hlm Base Fames rwl N,6 278 rc . SA IIIRISA IIIRIs y 17F1 JZ -t wrolen oosr�camslrbeb ease Fames r2el Pa¢] M3Laaes ba 4 MC2 bo[ M5 2 ba 8MB 2 bo[ M] fi ba 9 M9 i. 2 ba 10 M10 2 Ib o[ 11 M11 2 Ib a[ 13 M12 5 201 Ib o[ m� 13 M13 0 0� 0 15 M15 1875 5 401 Ib a[ 16 M16 5 267 Ib o[ 17 M1] 5 267 Ib a[ m� 18 0 5 267 Ib o[ 31 M31 ]5 4528 Ib a[ R MR 5 5189 Be cf Ib o[ 33 M33 108 Se c[ Ib a[ N MM 75 2rM Ib o[ 38 138 5 283 Ib o[ 37 137 5 283 m® Ib a[ 0 38 MM 5 283 Ib o[ 29 MN 5 283 Ib a[ 0� 30 MM 5 283 0 Ib o[ 0� 0 M32 5 3937 m� lad 0 33 M33 L1.1.0 3.5 Ib. Ul MM 3J 5 I cd 0� 35 M35 2818 0 m� M38 0 Ib of 0� 2M238 6 0 0� 3.9 M. 0 f'S1�R'F� S'A 2 Ib a[ JO MJO 2 0� Ib at 0 41 M41 LarNO1875 2 Ib a[ 0� ]5 2687 Ib at 0 4A. iF1�!FL� S'A HMH 5 3216 Ib at 45 M45 5 3886 Lb aR 46 MM 75 4555 Lb m1 0� 0 iff�RR� rt'A 17F1 JZ -t wrolen oosr�camslrbeb ease Fames r2el Pa¢] RI5A-2➢verreo 1701 [Z Vrreletl oecslcamslrnlm base Fames r2l] N,8 M3Laaes ba 4 MC2 bo[ M5 2 ba 8MB 2 bo[ M] fi ba 9 M9 i. 2 ba 10 M10 2 Ib o[ 11 M11 2 Ib a[ 13 M12 5 201 Ib o[ 13 M13 5 2]i Ib a[ 15 M15 1875 5 401 Ib a[ 16 M16 5 267 Ib o[ 17 M1] 5 267 Ib a[ 18 M18 5 267 Ib o[ 31 M31 ]5 4528 Ib a[ R MR 5 5189 Be cf Ib o[ 33 M33 108 Se c[ Ib a[ N MM 75 2rM Ib o[ 38 138 5 283 Ib o[ 37 137 5 283 Ib a[ 38 MM 5 283 Ib o[ 29 MN 5 283 Ib a[ 30 MM 5 283 Ib o[ 33 M32 5 3937 lad 33 M33 L1.1.0 3.5 Ib. Ul MM 3J 5 I cd 35 M35 2818 I cU M38 Ib of 2M238 6 3.9 M. 2 Ib at 39 M39 2 Ib a[ JO MJO 2 Ib at 41 M41 LarNO1875 2 Ib a[ 42 M43 ]5 2687 Ib at 4A. 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Nmled OorVCalcs7hlyd base Far, es r2dI Pa,,e31 290 IIIRISA F- e- rc � �' III CN, ° a. 4 , Ems! 1 M1 310 6T3C 6 IDC 619 ] 1186 8312 355 30]6 1 x 3 M3 .306 331 ��om�o0oao 2.21 6 2AB B.M ]9f 3.018 1 x il ��©m�o0o00 J MJ 839 1 1 315 0 1 535 8212 381 30]8 1 x 5 M5 839 11 215 0 1 535 8213 3" 3016 1 x 6 IM B39 1 1 315 0 1 ��om®opo®v SIM 381 3076 1 x 1 Ml 815 3188 1 281 2188 1 1506 8213 355 3016 1 x 12 8 MB 839 1 1 315 0 1 525 BZn 381 30]6 1 x 1-1 27� 10 M10 839 1 1 315 0 1 525 BSM 381 30]6 1 oma©m®o�omo 11 M11 839 1 1 215 0 1 525 8213 3" 3016 1 x 12 M12 .195 204 1 000 ��©m®00000 1 4.M8 6.512 .185 2051 1 x 13 M13 412 IDl 1 025 0 4 3816 6513 183 2051 ��om®000mo x 14 M14 .41 .]04 2 015 0 4 3.058 6.512 AM 2051 1 x 1-1 MIS mn��caxa�xca�:?•�r��:��3s��:?• "IS 16 M16 .408 1.335 2 NO 0 6 3.826 6.512 .183 201 1 x 11 M17 433 361 1 ON 0 ��®moo®opo 3936 6513 196 3051 1 x 18 M18 385 2x7 1 .000 0 1 4.]05 8Sn ]s5 I 3.M 1 ��®moo®opo 19 M19 =0 IN 551 664 8 074 0 8 3295 651353.3.M 3051 1 x 1-1 ��om0©moo®v il 2z M2z .401 .]03 9 .024 0 9 -©m0©®oA0 6512 2051 1x23 M23 822 615 9 218 338 81]133]142 124 crn�,ms��ea�rxe��:?•�r^��:��, .430 26.98 1 .030 0 1 .ate:?• 6.512 201 135 M35 294 2688 2 WO 0 ��©m�000mo 4681 8213 3016 1 x 1-131 ��©m�00000 M31 355 383 1 0300 1 3n8 65133051 1M Mtn 359 283 1 .000 0 1 3n8 6.512 2051 129 MA 351 383 3 ON 0 1 3n8 65133051 1 x 1233 MM .188 283 2 .030 0 1 4.541 BSM 3.QM 1 x 31 M31 320 2MB ��om®000mo 0 1 3W3 65133051 1 x 1-133 mz<9�sacaxa�xca�:?•�z��:?•��:?• M33 698 1811 8 ON 3465 5 1318 41911531 1M MM .S6 ��©m®00000 8 .WO 0 9 1.348 4.14 1.534 135 M35 219 1483 9 ON 0 8 196 ��om®00000 1531 1M MM .MO 6 9 .034 i f iT - � n 1.f �J• t�� t�� r� t�� Rdll-S�RS'!•iFLiit�?•trr'+�t�?•��i� 2313 1 296 2313 1 12n6 17X9 331 51ffi t RISA -2D Verson 170.1 1Ha. Nmled OorVCalcs7hlyd base Far, es r2dI Pa,,e31 290 IIIRISA F- e- rc � �' III CN, ° a. 4 , Ems! 1 M1 310 6T3C 6 IDC 619 ] 1186 8312 355 30]6 1 x 3 M3 .306 331 6 .038 2.21 6 2AB B.M ]9f 3.018 1 x il J MJ 839 1 1 315 0 1 535 8212 381 30]8 1 x 5 M5 839 11 215 0 1 535 8213 3" 3016 1 x 6 IM B39 1 1 315 0 1 535 SIM 381 3076 1 x 1 Ml 815 3188 1 281 2188 1 1506 8213 355 3016 1 x 12 8 MB 839 1 1 315 0 1 525 BZn 381 30]6 1 x 1-1 27� 10 M10 839 1 1 315 0 1 525 BSM 381 30]6 1 x 11 M11 839 1 1 215 0 1 525 8213 3" 3016 1 x 12 M12 .195 204 1 000 0 1 4.M8 6.512 .185 2051 1 x 13 M13 412 IDl 1 025 0 4 3816 6513 183 2051 1 x 14 M14 .41 .]04 2 015 0 4 3.058 6.512 AM 2051 1 x 1-1 MIS "IS 16 M16 .408 1.335 2 NO 0 6 3.826 6.512 .183 201 1 x 11 M17 433 361 1 ON 0 1 3936 6513 196 3051 1 x 18 M18 385 2x7 1 .000 0 1 4.]05 8Sn ]s5 I 3.M 1 HII 19 M19 =0 IN 551 664 8 074 0 8 3295 651353.3.M 3051 1 x 1-1 il 2z M2z .401 .]03 9 .024 0 9 3128 6512 2051 1x23 M23 822 615 9 218 338 81]133]142 124 MN .430 26.98 1 .030 0 1 3.03 6.512 201 135 M35 294 2688 2 WO 0 1 4681 8213 3016 1 x 1-131 M31 355 383 1 0300 1 3n8 65133051 1M Mtn 359 283 1 .000 0 1 3n8 6.512 2051 129 MA 351 383 3 ON 0 1 3n8 65133051 1 x 1233 MM .188 283 2 .030 0 1 4.541 BSM 3.QM 1 x 31 M31 320 2MB 1 ON 0 1 3W3 65133051 1 x 1-133 M33 698 1811 8 ON 3465 5 1318 41911531 1M MM .S6 1.841 8 .WO 0 9 1.348 4.14 1.534 135 M35 219 1483 9 ON 0 8 196 41W 1531 1M MM .MO 6 9 .034 6 8 M1 8.M 3. M 1 x 1-1 31 M31 uri 780 2313 1 296 2313 1 12n6 17X9 331 51ffi t 39 M39 839 1 1 1 215 0 1 525 8213 3" 3016 1 x 1-1 40 M40 0.838 1 1 315 0 1 525 8SM 381 30M 1 x 41 M41 839 1 1 215 0 1 525 8213 3W 3016 1 x 1-1 43 2 MO 3.89] 1 .000 0 1 3.Ws 6.512 1W 2051 1 x 43 M43 149 3681 1 ON 0 1 4688 8313 355 3016 1 all 45 M45 531 698 8 3481 65M 196 3051 1 x 46 M46 .126 .122 8 1.813 6.512 .1W 2051 1 x 41 M47 401 ]O6 9 3123 6513 183 3051 1 x 48 Mae .832 .8]s 8 8 10.165 ITT AN 7.11 1 x 1-1 fMO345� 51 M51 316 2819 1 3143 6513 196 2051 1 x M MM .SSa ze19 1 3]42 6.512 .1W 2051 1 x 53 M53 358 2819 1 3143 6513 196 2051 1 x 51 Mu .358 3.818 1 3.742 6.512 .1W 2051 1 x 56 156 668 1836 56 8 1355 47W 114 1631 1 x 1-1 RISA-2➢Version 17 F1 1Ha. Nroled0oce6alcVThlyd base Frames r2d] Py1e33 FIM IIIRISA m' e- rc "�"ffi1 4� Erry IcAeAA ADM -15: ASD- BotlAcn Aku .Cade Checks7ConDnaed3 57 M57 .511 1836 8 O]0 3/56 5 1355 l]W 103 1531 1 x 58 MY .M4 1.494 9 M. 3768 8 1.0 4.701 .103 1.531 1 x il 59 M59 038 108 8 Mo 316 3 5 141 81]3 355 30]6 1 x 1-1 .1 m" 285 25 8 131 0 870]] 8173 355 3076 1 x fit M63 .198 1.831 9 .D]0 3768 4 1.351 4.704 .103 1.SL 1 x fii .13 198 1831 9 Mo 0 1 1351 471 103 1531 1 x . mu .301 25 8 .181 0 8 ].N] 8373 355 AM 1 x 65 M65 739 6 9 Mo 6 8 861 8173 355 3076 1 x 1-1 66 MOO 3914 4428 M 3 M 67 M67 251 1849 7 MO 0 4 1336 47" 103 1531 1 x 68 M68 M6 1.841 7 .D]0 0 5 1.30 4.704 .103 1.534 1 x 89 M89 3116 1667 9 MO 0 8 1584 4791 103 1531 1 x 70 M70 .110 1.767 9 .D]0 0 8 1.04 4.704 .103 1.534 1 x 71 M71 =0 Im 058 1 8 Mo 1 8 4781 6573 196 3051 1 x 1-1 73 M73 =0 Im 700 1145 1 106 0 1 6A83 17733 919 7141 1 x 74 M74 .03 0 1.Mo 25 1 7.07 8.V3 391 3076 1 x 75 M75 714 0 8 314 1119 9 13493 14173 1451 3917 1 M MM 315 415 9 Mo .83 8 5251 6.573 183 3051 1 x 1-1 Xj AS 71 L 1451 3 9V 79 MI9 395 415 9 MO 83 8 5151 6573 183 2051 1 HII 83 M8] 396 425 8 .033 0 8 6.318 ]0.05 33M 9.164 1 81 m =0 IAA 457 25 8 078 0 8 8854 17733 631 7141 1 x 83 M83 .353 25 9 Ml 25 8 6.197 8.m 394 3.076 1 x 1-1 84 ml AA .175 25 9 .036 .5 8 6.197 8313 30 30M 1 x 85 M85 317 15 8 016 15 8 8854 17733 919 7141 1 x 0 M0 .00 .245 8 .114 .15 9 6.18] 8.93 391 3076 1 x 87 M87 705 125 9 124 15 98854 17733 631 7142 1 x 0 760 .611 0 9 .28] 0 9 ].N] 893 30 AMA 1 x 1-1 0 8854 17 7M 7142 0 MO 413 25 9 MO 0 8 6.197 893 391 3076 1 All 91 MAI 210 125 8 015 0 98854 17733 631 710 1 x 1-1 0 Mo .185 0 8 058 25 9 6.197 893 30 316 1 x1-1 93 M93 195 15 8 018 15 8 8854 1]]33 919 710 1 x 94mm .06 25 8 .10] 25 9 6.197 893 391 AMA 1 x 1-1 95 M95 .574 0 9 .185 0 9 ].N] 8.93 10 3.M 1 x 1-1 97 M97 019 1 4 MO 2 8 4781 6573 183 2051 1 x 0 MO .765 1.05 8 .D]0 2.106 8 2.708 4.704 .103 1.534 1 x 99 M99 =0 IAA 69 0 9 387 25 8 6211 8273 355 3076 1 x 1-1 IM MIM 2]2 0 8 .010 0 8 7.483 17.733 919 7.142 1 x 1-1 IM M1@ .@4 1 4 .D]0 2 8 4.781 6.573 .183 201 1 x 103 M103 855 10]5 8 O]0 0 8 2]98 - 103 1531 1 x 104 MIN .619 0 8 .398 25 8 6211 8.93 ]0 AM 1 x 105 M105 LaAaao IIAA 272 0 8 010 0 1 8 7516 1]]33 919 7142 1 x 1-1 10 7610 .190 1 0 18 1 M2 1 0 8 ].151 8.93 ]0 S.OM 1 x RISA-2➢Verson 170.1 IHa. Nmled OocAGalcs`Thlyd base Fram es r2d I Pa 33 Larson Englrreedng, Inc. 1488 Bond Street, Sure 100 Napenrille, IL 60563 630.357.0540 Larson Longitudinal Bracing Analysis Hamlin Middle Schod Sodnofield, OR Lonaitudinal Brace Analysis Brace Ropedes- L1.5x1.5x3A6 A :- 0.527in2 FA,:- 30 ksi Loading -Sway 8:- 24plf swaybad L:- 12ft bbdaryama to Game R:- 13 totalnumberofrows(Ibotboards) B:-6 numberofcrosstxaces SRL B w:= 6ft wbNr o/8ame h:=48in \\ haigitofbrace T:=V�, \/2+1 =0.75 kip w ft:- T —= 1.423ksi A IntaracHon Equatbn - 0.047 FA, uer7yuprrt onanchm hbleacher 14ft-168 in hbleache Z:-V�ay =1.456 kip w DL:- 0.2kip RISANS LL:- 2.1kip kT Project No. 21210330.000 By W Date 04/342021 LC:-1.2DL+LOLL -1.6Z-0.O1 kip No net uplift at anchor Larson Engineering, Inc. 1486 Bond Street, Suite 100 Naperville, IL 60563 630.357.0540 Larson Anchors- Ubmate Forces (LRFD) Third Base Line Reactions at N44 Dead Load PDL:- 0.002kip Wnd Load PWL :--1.072kip VWL:- 0.102kip Guard Load Pard:--1.411kip VGuard:- 0.04kip O.BDL+1.0 WL Hamlin Wide School Smnafidd. OR Longitudinal BraceAnaNsis Pult ` 0.9PDL + LOPWL - -1.07 kip Vult :- VWL - 0.102 kip 1.2DL+1.6Guard Pult :- 1.2PDL + 1.6PGuard - -2.255 kip Vult ` 1.6 VGuard - 0.064 kip Guard load case control 302 Pro ect No. 21210330.000 By W Date 04/30'2021 Larson Engineering, Inc, 1488 Bond Street, Suite 100 Naperville, IL 60563 630.357.0540 Larson First Base Line Reactions at N96 Dead Load PDL:- 0.002kip Wnd Load PWL :--2.166kip VWL:- 0.138kip Guard Load PGuard:--1.476kip VGuard:- 0.025kip 0.9DL+1.0 WL Hamlin K4ddle School Sbrinafidd, OR Lonaitudinal BraceAnaNsis Pult ` 0.9PDL + LOPWL - -2.164 kip Vult :- VWL - 0.138 kip 1.2DL+1.6Guard Pult :- 1.2PDL + 1.6PGuard - -2.359 kip Vult ` 1.6 VGuard - 0.04 kip Guard load case control 303 Project No. 21210330.000 By M( Date 041342021 www.hilti.us Profis Anchor 2.9.2 Company: LEI Page: 1 Specifier: MK Project: Hamlin MS Address: Sub-ProjectI Pos, No.: 21210330.000 Phone I F. Date: 5/42021 E -Mail: Spedfier's eca ments: Typical Anchor 1 Input data Anclwr type and diameter: Effective embedment depth: Material: Evaluation Seroce Report: Issued I Valid Proof Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Kwik Boll TZ -CS 3/8(23/4) h,,,= 2.750 in., h_ = 3.063 in. Carbon Sleet ESR -1917 1/1202015/12021 Design method ACI 318-14 / Mach. eb= 0.000 in. (no siandof );1= 0.187 in. 1„ x Iy x 1= 2.000 in. x 12.000 in. x 0.187 in.; (Reocmm an ded plate thickness: not calculatetl no profile cracked concrete, , E' = 3,500 psi; h = 6.000 in, hammer drilled hob, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge rsinforoemenl: none or < No. 4 bar R -The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading gb, in.Ib1 Z XPul d..-1. mug be... Wag—ent th Te em., —cit Sand b Pla.bllllyl PROnSMtlor(c)a)O3 Xal AG,FL-aiai Sci an Xi1115a, g19xe1 haEenvkMX111 AG,5Mun www.hiii.us Profis Anchor 2.9.2 CGmpany: LEI Page: 2 Specifier. MK Project: Hamlin MS Address: Sub-ProjectI Pos, No.: 21210330.000 Phone I Fax I Date: 5/412021 SWIM 2 Load case/Resulting anchor forces y Uti zattsn Pm = N, J# N„ Load case: Design loads Steel Strength` 2,359 Anchor reactions [lb] 49 OK Tension face: (.Tension,-CGmpression) 2,359 2,428 Anchor Tension to. Shear face Shear force Shear force OK Concrete areal Strength" 1 2,359 40 0 40 2,981 80 max, concrete canpressive slain: -M ` anchorhaving the highest loading "anchor group(anchars in tension) max, concrete compressive stress: -]psi] rension 3,733 resulting tension force in (x/y)=(0.WOff)D00): 2,3591b] 2,428 2,359 resulting compression force in (x/y){O.000N.000): 0 Pb] Anchor forces are calculated based on the assumption ore rigid anchor plate. 3 Tension load 3.1 steel strength N„ = ESR value refer to ICC -ES ESR -1917 P Nn>N,m ACI 31&14 Table 17.3.1.1 Variables Load N,m Pbl Capacity # N, Pbl Uti zattsn Pm = N, J# N„ Status Steel Strength` 2,359 4,875 49 OK Pullout Strength` 2,359 2,428 98 OK Concrete areal Strength" 2,359 2,981 80 OK ` anchorhaving the highest loading "anchor group(anchars in tension) a.. 0 Nm,t Pb] Nu, Pb] 3,733 3.1 steel strength N„ = ESR value refer to ICC -ES ESR -1917 P Nn>N,m ACI 31&14 Table 17.3.1.1 Variables A®r Its fm, Ipal 0.05 125,000 Calculations 1.000 N„ Pb] Calculations 8,500 Resits N_ jib] 0dl 0 N.. Pb] Nu, Pb] 8,500 0.750 4,875 2,359 3.2 Pull Slrerglh N,rt = Np�wu x, (Q/25)0)05 referto ICC -ES ESR -1917 0 Np,,.6IN_ ACI 31&14 Table 17.3.1.1 Vanables r Ipso X. Naas Pb] 3,500 1.000 3,155 Calculations (f,72500)e5 1.183 Results Nm,t Pb] a.. 0 Nm,t Pb] Nu, Pb] 3,733 0.850 2,428 2,359 XPul d. act results mug be Merkel lava --I in N.-1,—cit sand b xxbllllyl VROFlS MMa(c1A]320N XRI AGF4alaradman Xi1115a �glMrel hadrnuk 01X111 AGSMun ...hiki.us Canpany: LEI Specifier. MK Atltlress: Phone I Fax Eirlail: 3.3 Concrete We&cout Sbenglh N`b - (A') W.,N W=e Wme Nb 0 Nm, N,e AN, see ACI 318-14, Sectic r 17.4.2.1, Fg. R 1].42.1M) AN,o =9h;1 1 Wye 1+2 eN <1.0 3 h,1 ` MAX(c�,ia- /5 1.0 W=pr i Nb = k. 1. 1,F h:ib Page: Project: Sub -Project I Pos, No.: Date: ACI 31&14 Eq. (17.42.ia) ACI 31&14 Table 17.3.1.1 ACI 31&14 Eq. (17.42.1c) ACI 31&14 Eq. (17.42.4) ACI 31&14 Eq. (17.42.5b) ACI 31&14 Eq. (1].42]b) ACI 31&14 Eq. (17.42.2a) Variables ha Pn.] e,,p Md e,p[in.] c.mn Md W.H 2.750 0.000 0.000 12.000 1.000 4.125 17 1.000 3,500 Calculations Profis Anchor 2.9.2 3 Hamlin MS 21210330.000 5/42021 AN. [in.] AN. [IrrI Wmw W." W.da Wma Nb lib] 68D6 68.06 1.000 1.000 1.000 1.000 4,587 Results Nab lib] a.. P N.b Pb] Nu. Pb] 4,587 0.650 2,981 2,359 XPul d. act rest. mug be... Walde -t nth Te em., x cli and b Plau.1bfluy1 PROnSMtlor(c)an320n2Xa1AG,FL-BiBi Yloan Xi1115a �g19xe1 hadenvk 01X111 AG,5Mun www.hilli.us Profis Anchor 2.9.2 Company: LEI Page: 4 Specifier. MK Project: Hamlin MS Address: Sub-ProjectI Pos, No.: 21210330.000 Phone I Fax I Date: 5/4/2021 Eula 6,421 1 4 Shear load Load V,e Pbl Capacity 1 V, Pbl Utirzettun PR = V,a/* V. Stews Sleet Strength` 40 2,337 2 OK Steel failure(Ath lever—r N/A N/A N/A N/A Pryout Strength" 40 6,421 1 OK Concrete edge failure in direction y+" 40 4,231 1 OK anchor having the highest loading "anchor group (relevant anchors) h,1 4.1 Steel Strength V„ =ESR value referlo ICC -ES ESR -1917 0 Va,R>V,a ACI 318-14 Table 17.3.1.1 Variables Aw v [in.'] 1m IPA 0.05 125,090 Calculations V,. Pb] AN, see ACI 318-14, Section 17.4.2.1, Fg. R 17.42.1(b) 3,595 ANm =9h.1 Results ACI 318-14 Eq.(17A2.1c) V,. [lb] 0...1 0 V_ Pb] Vm lb] 3,595 0.650 2,337 40 4.2 Pryout Strength Vao =km[(AN' NW,N WapN Nb] ACI 318-14 Eq. (17.5.3.1a) N. 0 V">V,a ACI 318-14 Table 17.3.1.1 AN, see ACI 318-14, Section 17.4.2.1, Fg. R 17.42.1(b) ANm =9h.1 ACI 318-14 Eq.(17A2.1c) +1 W me- 2aN 13 <1.0 ACI 318-14 Eq. (17A2.4) h,1 ` W,de=0.7+0.3( 51.0 ACI 318-14 Eq. (17A2.&) W = MAX( ,1i1) 51.0 ACI 318-14 Eq. (17.42]b) we Nb =k, 1, h}1° ACI 318-14 Eq. (17A2.2a) Variables km I. lin.] eelN lin.] e,m IN c.,..[in.] 2 2.750 0.000 0.000 12.000 W.a ea.Pn_] k. x. f IPA 1.000 4.125 17 1.000 3,500 Calculations AN, [in.1 AN. In Wmla W.ma W.a Wma Nb lib] 68.06 68.06 1.000 1.000 1.000 1.000 4,587 Results Vm Pb] 0.am.. 0 V.P Pb] Vm Ib] 9,173 0.700 6,421 40 XPul d. act lest. mug c.... . —ent VAth Te em., —cit—and . Plauf01111y1 PROnSMMa(c)A]320NXRIAG,FL9iBi Yloan Xi1115a �g1Mr. hadenvk 01X111 AG,5Mun www.Nki.us Company: LEI Specifier. MK Atltlress: Phone I Fax I EWAI 4.3 Concrete edge pagans in direction y4 Page: Project: Sub -Project I Pos, No.: Date: Profis Anchor 2.9.2 5 Hamlin MS 21210330.000 5/42021 VmAva -(Avon)Wmy Way Wny Wp...,v Vb ACI 31&14 Eq. (17.52.1x) 0 Vab>V,a ACI 31&14 Table 17.3.1.1 Ava see ACI 318-14, Section 17.5.2.1, Fig. R 17.52.1(b) Avon =4.5 c;1 ACI 31&14 Eq. (17.52.1c) 1 W my = (1 + 2e,1 <.0 1` ACI 31&14 Eq. (17.52.5) 3rai/ ,-0.7+0.3(1 ��51.0 W,-0.7+0.3(1.5" ACI 31&14 Eq. (17.52M) 1:21 Wny = h 110 , . ACI 31&14 Eq. (17.52.8) Vb = (7 (tl )0z �) 1. V�4i ACI 31&14 Eq. (17.52.2x) Variables c,, [in.] c z 1^d era [in.] W Pv h. [in.] 8.000 12.000 0.000 1.000 6.000 I. Irl.] X. d, Jr.] f.Ipa] Wp..l.y 2.750 1.000 0.375 3,500 1.000 Calculations Ava IM.1 Av.. Pn.1 Wmy W,dy Wny Vb Jib] 144.00 288.00 1.000 1.000 1.414 8,548 Results V.b Pb] 0.. 0 V.b Pb] Vu, IL] 6,044 0700 4,231 40 5 Combined tension and shear loads PN Pv 11ti1¢aion PNy MI Status 0.972 0.017 1.000 83 OK PNv = (PN+ Pv)11.2 c 1 6 Warnings The anchor design methods in PROMS Anchor require rigid anchor plates per current regulations (ETAS 001/Annex C, EOTA TR029, ac.). This means load re -distribution on the anchor: due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed! when subjected to the design loading, PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress ofthe anchor plate based on the assumptions explained above. The proof lthe rigid anchor plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! Condition A applies when supplementary reinforcement is used, The b factor is increased fornon-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. Refer to the manufacturer's product Ilerature for cleaning and installation instructions, Checking the transfer of loads intothe base material and the shear resistance are required in accordancewdh ACI 318 or the relevant standard, Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 31&14, Section 17.8.1. Fastening meets the design criteria! Xpul d. act results mug ba.... agreement VAth Ta em., —cit—and. xx.bmlyl PROnSMtlor(c)aXi 2 Xal AG,FL-9a9a Yloan Xi1115a rg19xe1 hadenvk 01X111 AG,5Mun www.hili.us Company: LEI Specifier. MK Address: More I Fax I E -Mail: 7 Installation data Anchor plate, sleel:- Profle: no profile Hole diameter in the fixture: d,= 0.438 in. Plate thickness (input): 0.187 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. 7.1 Recommended accessories Profis Anchor 2.9.2 Page: 8 Project: Hamlin MS Sub -Project I Pos, No.: 21210330.000 Date: 5/412021 Anchor type and diameter. Kwik Boll TZ- CS 318 (2 314) Installation torque: 300.000 in t, Hole diameter in the base material: 0.375 in. Hole depth in the base material: 3.375 in. Minimum thickness of the base material: 5.000m. Drilling Cleaning Setting • Suitable Rotary Hammer • Manual bl.ul pump Toque controlletl cordless impact tori (Hili • Property sized drill bit Salesel System) • Toque wrench Hammer y 1.000 1.000 cco nates Anchorin Anchor x y c., a- cy o,y 1 0.000 0.000 12.000 12.000 12.000 12.000 mPul d.. --.mug be TttkM Im a9.emnml In Ne-1,—cit and b Pla.bllmyl PRGnGMtlor(c)ap.Hal AGr1.94.. Muh. a g...e e—..HllIAG,.M n �x 8 8 m m S S cco nates Anchorin Anchor x y c., a- cy o,y 1 0.000 0.000 12.000 12.000 12.000 12.000 mPul d.. --.mug be TttkM Im a9.emnml In Ne-1,—cit and b Pla.bllmyl PRGnGMtlor(c)ap.Hal AGr1.94.. Muh. a g...e e—..HllIAG,.M n �x www.hiKi.us Profis Anchor 2.9.2 Canpany: LEI Page: 7 Speciie:MIK Project: Hamlin MS Address: Sub-ProjectI Pos, No.: 21210330.000 More I Fax i Date: 5/412021 EWail: 8 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilfi products and are based on the principles, formulas and security regulations in accordance with Hilti s technical directions and operating, mounting and assembly instructions, etc., that must be strictly cernplied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results ofthe calculations carded out by means ofthe Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results ofthe calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance ofthe results or suitability for a specific application. You must take all necessary and reasonable slaps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates ofthe Software offered by Hilti on a regular basis. If you do not use the AutoDpdate function ofthe Software, you must ensure that you are using the current and thus up-to-date version ofthe Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. XPul d. act rest. mug be... W ag—enl IM1 Te em., xnEilmsand b Plau.bHuyl PROXSMchor(c)ap3 Xal AG,FL-BiBi Yloan Xi1115a �g19xe1 hadenvk 01X111 AG,5Mun Larson Engineering, Inc. 1486 Bond Street, Suite 100 Naperville, IL 60563 630.357.0540 Larson Home Plate Press Bou Frame Reactions at N124 Dead Load PDL:- 0.509kip Wnd Load PWL :--3.549kip Hamlin Wide School Smnafidd. OR Longitudinal BraceAnaNsis Dead load from adjacent post VWL:- 0.937kip O.BDL+1.0 WL Pult ` 0.9PDL + 1.OPWL - -3.091 kip Vult :- V4VL - 0.937 kip Wnd load cases control - 9leacher Frame Reactions at N155 Dead Load PDL:- 0.128kip Dead load from adjacent post Wnd Load PWL :--2.497kip VWL:- 0.099kip Guard Load Pard:--1.725kip VGnard:- 0.032kip O.BDL+1.0 WL Pult ` 0.9PDL + 1.OPWL - -2.382 kip Vult:- VWL - 0.099 kip 1.2DL+1.6Guard Pult :- 1.2PDL + 1.6PGuard - -2.606 kip Guard load case control Vult :- 1.6 VGuard - 0.051 kip 311 ProjectNo. 21210330.000 By W Date 04/342021 www.hiki.us Profis Anchor 2.9.2 Company: LEI Page: 1 Specifier. MK Project: Hamlin MS Atltlress: Sub-ProjectI Pos, No.: 21210330.000 More I Fax 1 Date: 5/52021 Eirlsil: specifiers dominants: Press Box Anchor 1 Input data Aral type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid Proof Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: KwikE lTZ-Cs 12(31/4) h,lm1= 3.250 in., h_ = 3.825 in. Carbon Sleet ESR -1917 1/1202015/12021 Design method ACI 318-14 / Mach. eb= 0.000 in. (no stand-oft);1= 0.187 in. 1„ x Iy x 1= 2.000 in. x 12.000 in. x 0.187 in.; (Reoomm an ded plate thickness: not cakulatetl no profile cracked concrete, , E' = 3,500 psi; h = 8.000 in, hammer drilled flole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinloroemenl: none or < No. 4 bar R -The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading gb, in.Ib1 Z XPul d..-1. mug be... Wag—em th Te em., —cit Sand b Pla.bllllyl PROnSMtlor(c)ap32 HMAG,FL-BiBi Sci an Xi1115a, g19xe1 haEenvkMX111 AG,5Mun www.hiii.us Profis Anchor 2.9.2 Company: LEI Page: 2 Specifier. MK Project: Hamlin MS Address: Sub-ProjectI Pos, No.: 21210330.000 More I Fax I Date: 5312021 SWIM 2 Load case/Resulting anchor forces y Uti zattsn Pm = N, J# N„ Load case: Design loads Steel Strength` 3,091 Anchor reactions [lb] 39 OK Tension face: (.Tension, -Compression) 3,091 3,780 Anchor Tension for. Shear for. Shear forcex Shear force OK Concrete areal Strength` 1 3,091 937 0 937 3,830 81 max, concrete compressive slain: -]96] ` anchorhaving the highest loading "anchor group (anchors in tension) max, concrete compressive stress: -]psi] rension 5,816 resulting tension force in (x/y)=(0.000/0D00): 3,091 lb] 3,780 3,091 resulting compression force in (x/y){O.000ND00): 0 Pb] Anchor forces are calculated based on the assumption ore rigid anchor plate. 3 Tension load 3.1 steel strength N„ = ESR value refer to ICC -ES ESR -1917 P Nn>N,a ACI 31&14 Table 17.3.1.1 Variables Load! N,m Pbl Capacity # N, Pbl Uti zattsn Pm = N, J# N„ Status Steel Strength` 3,091 8,029 39 OK Pullout Strength` 3,091 3,780 82 OK Concrete areal Strength` 3,091 3,830 81 OK ` anchorhaving the highest loading "anchor group (anchors in tension) a.. 0 N,.r [lb] Nu, Pb] 5,816 3.1 steel strength N„ = ESR value refer to ICC -ES ESR -1917 P Nn>N,a ACI 31&14 Table 17.3.1.1 Variables A®r Its f., Ipal 0.10 106,000 Calculations 1.000 N„ Pb] Calculations 10,705 Resits N_ jib] a., 0 N.. Pb] Nu, Pb] 10,705 0]50 8,029 3,091 3.2 Pull Slrerglh Npa.6 = Np�wu x, (Q/2500)ms refer to ICC -ES ESR -1917 0 Np,,.6IN_ ACI 31&14 Table 17.3.1.1 Vanables r Ipso X. Nrzam Pb] 3,500 1.000 4,915 Calculations (f,72500)e5 1.183 Results Nm,r lib] a.. 0 N,.r [lb] Nu, Pb] 5,816 0.650 3,780 3,091 XPUI d. act results mug be Makel lava --I fth T.-1,—cit sand b xxbllllyl VROFlS Mtl�a (c1A]320N XRI AG, F4ala. adman Xi1115a �g19xe1 hadrnuk 01X111 AG,aMun WWW.biki.us Canpany: LEI Specifier. MK Atltlress: More I Fax Eirlail: 3.3 Concrete Me&cout SberlgM N`b - (A') W.,N W=e Wme Nb 0 Nm, N,e AN, see ACI 318-14, Sectic r 17.4.2.1, Fg. R 1].42.1M) AN,o =9h;1 1 Wye 1+2 eN <1.0 3 h,1 ` MAX(c�,ia- /5 1.0 W=pr i Nb = k. 1. 1,F h:ib Page: Project: Sub -Project I Pos, No.: Date: ACI 31&14 Eq. (17.42.ia) ACI 31&14 Table 17.3.1.1 ACI 31&14 Eq. (17.42.1c) ACI 31&14 Eq. (17.42.4) ACI 31&14 Eq. (17.42.5b) ACI 31&14 Eq. (1].42]b) ACI 31&14 Eq. (17.42.2a) Variables ha Pn.] e,,p Md e,p[in.] c.mn Md W.H 3.250 0.000 0.000 12.000 1.000 ].500 17 1.000 3,500 Calculations Profis Anchor 2.9.2 3 Hamlin MS 21210330.000 552021 AN. [in.] AN. [IrrI Wmw W." W.da Wma Nb lib] 95D6 95.06 1.000 1.000 1.000 1.000 5,893 Results Nab lib] a.. P N.b Pb] Nu. Pb] 5,893 0.650 3,830 3,091 XPul d. act rest. mug be... Walde -t nth Te em., x cli and b Plau.1bfluy1 PROnSMtlor(c)an320n2Xa1AG,FL-BiBi Yloan Xi1115a �g19xe1 hadenvk 01X111 AG,5Mun www.hilli.us Profis Anchor 2.9.2 Company: LEI Page: 4 Specifier. MK Project: Hamlin MS Address: Sub-ProjectI Pos, No.: 21210330.000 Phone I Fax I Date: 5/5/2021 Eula 8,250 12 4 Shear load Load V,e Pbl Capacity 1 V, Pbl Utirzettun PR = V,a/* V. Stews Sleet Strength` 937 3,572 27 OK Steel failure(Ath lever—r N/A N/A N/A N/A Pryout Strength" 937 8,250 12 OK Concrete edge failure in direction y+" 937 4,789 20 OK anchor having the highest loading "anchor group (relevant anchors) h. 4.1 Steel Strength V„ =ESR value referlo ICC -ES ESR -1917 0 Va,R>V,a ACI 318-14 Table 17.3.1.1 Variables Ag v [in.'] 1m IPA 0.10 108,000 Calculations V,. Pb] AN, see ACI 318-14, Section 17.4.2.1, Fg. R 17.42.1(b) 5,495 ANm =9h.1 Results ACI 318-14 Eq.(17A2.1c) V,. [lb] 0...1 0 Vv Pb] Vm lb] 5,495 0.850 3,572 937 4.2 Pryout Strength Vm = km[(AN') W.N W,N WaoN Nb] ACI 318-14 Eq. (17.5.3.1a) N. 0 V">V,a ACI 318-14 Table 17.3.1.1 AN, see ACI 318-14, Section 17.4.2.1, Fg. R 17.42.1(b) ANm =9h.1 ACI 318-14 Eq.(17A2.1c) 1 W me- 2aN 1+3 <1.0 ACI 318-14 Eq. (17A2.4) h. W,de=0.7+0.3( )51.0 ACI 318-14 Eq. (17A2.&) W = MAX( ,1i1) 51.0 ACI 318-14 Eq. (17.42]b) we Nb =k, 1, h}1° ACI 318-14 Eq. (17A2.2a) Variables km I. lin.] eelN lin.] e,m IN c.,..lin.] 2 3250 0.000 0.000 12.000 W.n ea.Pn_] k. x. f IPA 1.000 7.500 17 1.000 3,500 Calculations AN, [in.1 AN. In Wmlr W.'m W.N Wmm Nb lib] 95.08 95.08 1.000 1.000 1.000 1.000 5,893 Results Vm Pb] 0.am.. 0 V.P Pb] Vm Ib] 11,785 0]00 8,250 937 XPul d. act lest. mug c.... .,--I in Ne em., —cit—and . Plauf01111y1 PROnSMMa(c)A]320NXRIAG,FL9iB !Y n Xi1115a �g1Mr. hadenvk 01X111 AG,5Mun www.Nki.us Company: LEI Specifier. MK Atltlress: Phone I Fax I EWAI 4.3 Concrete edge talars in direction y4 Page: Project: Sub -Project I Pos, No.: Date: Profis Anchor 2.9.2 5 Hamlin MS 21210330.000 5/52021 Vm- /AAva` Way Wny Wp..mv Vb ACI 31&14 Eq. (17.52.1x) `vm/Wmy 0 Vab>V,a ACI 31&14 Table 17.3.1.1 Ava see ACI 318-14, Section 17.5.2.1, Fig. R 17.52.1(b) Avm =4.5 c;1 ACI 31&14 Eq. (17.52.1c) 1 W my = (1 + 2e,1 <.0 1` ACI 31&14 Eq. (17.52.5) 3rai/ ,-0.7+0.3(1 ��51.0 W,-0.7+0.3(1.51 ACI 31&14 Eq. (17.52M) 1:21 Wny = h 110 , . ACI 31&14 Eq. (17.52.8) Vb = (7 (tl )0z �) 1. V�4i ACI 31&14 Eq. (17.52.2x) Variables c,, [in.] c z 1^d era [in.] W Pv h. [in.] 8.000 12.000 0.000 1.000 6.000 I. Irl.] X. d, Jr.] fa lino] Wp..l.y 3.250 1.000 0.500 3,500 1.000 Calculations Ava IM.1 Av.. Pn.1 Wmy W,dy Wny Vb alb] 144.00 288.00 1.000 1.000 1.414 9,635 Results V.b Pb] 0.. 0 V.b Pb] Vu, IL] 6,813 0700 4,769 937 5 Combined tension and shear loads AN PV t 11ti1¢aion Pxy M1 Status 0.818 0282 5/3 83 OK Pxx=P`d+P5-1 6 Warnings The anchor design methods in PROMS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, ac.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered! - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading, PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress ofthe anchor plate based on the assumptions explained above. The proof, the rigid anchor plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! Condition A applies when supplementary reinforcement is used, The b factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition E applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard, Refer to the manufacturer's product Ilerature for cleaning and installation instructions. Checking the transfer of loads intothe base material and the shear resistance are required in accordancewdh ACI 318 or the relevant standard, High post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 31&14, Section 17.8.1. Fastening meets the design criteria! Xpul d. act results mug ba.... agreement VAth Ta em., —cit—and. xx.bmlyl PROnSMtlor(c)aXi 2 Xal AG,FL-9a9a Yloan Xi1115a rg19xe1 hadenvk 01X111 AG,5Mun www.hili.us Company: LEI Specifier. MK Address: More I Fax I E -Mail: 7 Installation data Anchor plate, sleel:- Profle: no profile Hole diameter in the fixture: d,= 0.583 in. Plate thickness (input): 0.187 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. 7.1 Recommended accessories Profis Anchor 2.9.2 Page: 8 Project: Hamlin MS Sub -Project I Pos, No.: 21210330.000 Date: 532021 Anchor type and diameter. Kwik Boll TZ- CS 12 (3 114) Installation torque: 480.001 inlb Hole diameter in the base material: 0.500 in. Hole depth in the base material: 4.000 in. Minimum thickness of the base material: 8.000 in. Drilling Cleaning Setting • Suitable Rotary Hammer • Manual bl.ul pump Toque controlletl cordless impact tori (Hili • Property sized drill bit Salesel System) • Toque wrench Hammer y 1.000 1.000 cco nates Anchorin Anchor x y c., a- cy o,y 1 0.000 0.000 12.000 12.000 12.000 12.000 mPul d.. --.mug be TttkM Im a9.emnml In Ne-1,—cit and b Pla.bllmyl PRGnGMtlor(c)ap.Hal AGr1.94.. Muh. a g...e e—..HllIAG,.M n �x 8 8 m m S S cco nates Anchorin Anchor x y c., a- cy o,y 1 0.000 0.000 12.000 12.000 12.000 12.000 mPul d.. --.mug be TttkM Im a9.emnml In Ne-1,—cit and b Pla.bllmyl PRGnGMtlor(c)ap.Hal AGr1.94.. Muh. a g...e e—..HllIAG,.M n �x www.hiKi.us Profis Anchor 2.9.2 Company: LEI Page: 7 Specifie:MIK Project: Hamlin MS Address: Sub-ProjectI Pos, No.: 21210330.000 Phone I Fax i Date: 5312021 EWail: 8 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilfi products and are based on the principles, formulas and security regulations in accordance with Hilti s technical directions and operating, mounting and assembly instructions, etc., that must be strictly connplied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results ofthe calculations carded out by means ofthe Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results ofthe calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance ofthe results or suitability for a specific application. You must take all necessary and reasonable slaps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates ofthe Software offered by Hilti on a regular basis. If you do not use the AutoDpdate function ofthe Software, you must ensure that you are using the current and thus up-to-date version ofthe Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. XPul d. act rest. mug be... W ag—enl IM1 Te em., xnEilmaand b Plau.bHuyl PROXSMChn(c)ap3 Xal AG,FL-BiBi Yloan Xi1115a �g19xe1 hadenvk 01X111 AG,5Mun DESIGN LOADS: 1. DESIGN LIVE LOADS: DEAD LOAD 6psf. LIVE LOAD 100psf. SEAT & FOOTBOARDS 120psf. SWAY (PERPENDICULAR) X NUMBER OF SEATING ROWS 10PLF SWAY (PARALLEL) X NUMBER OF SEATING ROWS 24PLF 'GUARDAILS/HANDRAILS 50plf 'OR 200 LB CONCENTRATED LOAD APPLIED TO RAIL AT ANY POINT IN ANY DIRECTION. 2. WIND: V=102 MPH EXPOSURE: C 3. SEISMIC: SEISMIC USE GROUP III Sds 0.566 g Sd1 0.515 g SITE CLASS D - DEFAULT SEISMIC DESIGN CATEGORY D 4. SNOW: Pg: 11 PSF IMPORTANCE FACTOR:1.1 N HAMLIN MIDDLE SCHOOL $ SPRINGFIELD, OR o A € TYPE r GENERAL NOTES 1m GENERAL NOTES: 1. BLEACHER DESIGNED TO COMPLY WITH 2019 OREGON STRUCTURAL SPECIALTY CODE (REF INTERNATIONAL BUILDING CODE 2018 IBC) AND SUPPLEMENT ICC 300. 2. ALL STRUCTURAL ALUMINUM TO CONFORM TO ALLOY 6061-T6. 3. STRUCTURAL BOLTS TO BE: HOT -DIP GALVANIZED GR2 Larson s/sizozl Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN xg • Thu a.aw'ue u me aaceM � Blwd�en Inkmalianal. auxd wy nafl reprwu�ed, ar far a,y �wma wun�m,aa,maxa Ylm tanxnl afBlwd�en Irlrnaliaral. Larson Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN BUILDING ✓6/2021 HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR PLAN VIEW SEAT WANT FIRST BASE SIDE DEscamnW OTv. REClJURSEATS (1S') BAf HANDICAP SEATS 10 WMPANIW SEATS 10 TOTAL BBS SEAT WUNTCENTER BLEACHER DESCRIPTION QTY. STADIJM SEATS (3Y') 51] HANDICAP SEATS 8 CGAPANpN SEATS STADIUM CHAIR S TOTAL Si0 SEAT COUNT TOTAL DESCRIPTION OTV. STADIUM SEATS (22') 523 BENCH SEATS (18") 1402 HANDICAP SEATS 16 COMPANION SEATS 16 TOTAL 1957 NTE SIDE OTY. (1Y) a L5S TS 0 T5 0 59 `u\ POLE Thu a.a w, u IM opi, � Blwdlen Inkmalianal. a n Umxd fa, reprwu.edwvl , ar far a.y �wma wun�mlaa,m.axa Ylm tanxnl afBlwdlen INrnaliaral. Larson Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN EXPIRATION DATE: 12/31/2021 /6/2021 C'N HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR $ A € TYPE o FRAMING 1m (SITE SPECIAL BAY ELECTRICAL PANEL DRAIN a Thu a.a w, ume aop i, � Blead�en Inkmalianal. a wwy nUafd .ep.aaew uusedf«. aw �R. wu.t4BI.&W Yl a t.1 d'BI¢ad�en Irlrnaliaral. Larson Engineering Inc 1486 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN a N N 2 PB SIDE VIEW/ACCES TO ROOF /11 SIDE VIEW CENTER BLEACHER HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR TVPF SECTION VIEW ALUMINUM UNDERSTRUCTURE DUGOLTr BLEACHER SIDE VIEW Thu arawug u Me papery � Blwd�en Inkmalianal. reprwwut ay arusea hm fa, ". �R. wu.t4BI.&W Yl a t.1 d'Blwd�en INrnaliaral. Larson Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 BOLTED (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 1/5 2/5 CONNECTION LIMITED TO STRUCTURAL DESIGN 2 m 21/ 2 2 2 SAjkUCTU A N J,3 1 3 N PRD FS 3 2 �y ENGINE sio2 2 3 5 TYP 94113P sf g 7 TYP 7 FOR REAR C)IJ 8'-0" FRAMES y?� o OPEG01 Io ONLY 0. 'IfBER I PNG� 5/ /2F21] S-6" EXPIRATION DATE:1 /31/2021 3/5 v N N 2'-8" 1/5 V O_ M E RI L EL 2 3" ALUMINUM 2/5 ALUMINUM 15'-10" UNDERSTRUCTURE UNDERSTRUCTURE 27'-10 7/8" 37'-2 7/16" v Ln N HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR �$ T' TVPF D N 3 C DT� SECTION VIEW �o 4j 3/5 2 1 3 TYP. 4 \'22g3, m 5._0.. CMU WALL ITEM MATERIAL 1 L1.5-X1.5"X3/e"ALUMINUM 2 L2"X2"X'/e"ALUMINUM 3 L3"X2"X'/e"ALUMINUM 4 C4X1.85 ALUMINUM 5 %e"OX2 3/a' EMBED HILTI KWAK BOLT -TZ 6 L3"X2"XY4'ALUMINUM 7 Yz' X 3-Y2' EMBED HILTI KWAK BOLT -TZ Thu a.a w, ume aop i, � Blead�en Inkmalianal. awwy nuafd .epr.ew uusedf«. aw �R. wu.t4BI.&W Yl a t.1 d'BI¢ad�en Irlrnaliaral. 4' 1/8 BOLTED 2 CONNECTION O 3 TYP. 2 2 4 1 2 0 3 2 N 2 N m 3 2 3 1 3 1 5 TYP 5 TYP 4'-2" /6/202 Larson Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN N HAMLIN MIDDLE SCHOOL $ SPRINGFIELD, OR o A € TYPE SECTION VIEW 1m 3/8 l r 3 TYP. 4/8 - I 5/8 N 8 2 2 2 N 3 3 m 3 n 1 1 2'-53/4" 3 5 TYP 3 5 TYP 5 TYP 2'-5 3/4" m N n DUGOUT BLEACHER SIDE VIEW 8/8 /2 2 2 2 1 3 8'-2" ITEM MATERIAL 1 L1.5"X1.5"X3/,'ALUMINUM 2 L2"X2"X3/,'ALUMINUM 3 L3"X2"X3/,'ALUMINUM 4 C4X1.85 ALUMINUM 5 %'OX23/4" EMBED HILTI KWIK BOLT -TZ 6 L3"X2"X%4"ALUMINUM 7 Yi' X 3-Yi' EMBED HILTI KWIK BOLT -TZ 8 C5X2.32 E Thu a.aw'ue u me aaceM maBl Inkmalianal. may nd na ncawial repratlu�ed, aruxd fm a,y �wma wun�m,aa,maxa Ylm tanxnl afBlwd�en Irlrnaliaral. C L ITEM MATERIAL L1.5"X1.5"X3/6' ALUMINUM L2"X2"X3/6' ALUMINUM 1 2 3 L3"X2"X3/6' ALUMINUM 4 C4X1.W/16' ALUMINUM 5 3/8'0X2 3/4 EMBED HILTI KWIK BOLT -TZ `3 I 3 3 3-/ 1 2 2 1 2 2 `3 l2 3 TYP. 2'II 2 335TYP n DUGOUT BLEACHER SIDE VIEW T -4 N HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR D N 3 C DT� SECTION VIEW �o N C3 I N Larson 5/6/2021 Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN 5-0" 4'-5" 5'-11 1/2" 3 EXPIRATION DATE: 12/31/2021 2 3 1 2 3 2 3 1 2 3 4'-5n n WALKWAY NEXT TO DUGOUT 1 na i Thu a.aw'ue u me aaceM mBlea dInkmalianal. a may neawied FmpFww ausesf«my wunmtlnee,m eased Ylm tanxnl d'BI¢ad�en Irlrnaliaral. Larson Engineering Inc 1488 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN [EXPIRATION DATE: 12/31/2021 In /6/2021 41 °\ O Q In °D N HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR D N 3 CD r FOUNDATION �o 0 0 a' EXISTING MINIMUM CONCRETE SLAB 16622.39 SQ FT MINIMUN 6" THINK AND MINIMUN fc=3500 PSI M 0 Thu a.aw'ue u me aaceM �Blwd�en Inkmalianal. a may na ncawial repraau�ed, aruxd fm a,y �wma wun�m,aa,maxa Ylm tanxnl d'Blwd�en Irlrnaliaral. 2. BOLT ALL CROSSBRACE ANGLES OF EQUAL LENGTH TOGETHER IN PAIRS, USING 3/6' X 1114- CAP SCREWS WNUT THROUGH THE MMO 1/C'AW7GALVCAPCENTERHOLES O,1LOCATETECHFNNEL SCREWWNUT ENDCAPASSHOVA.WITI L'LE"X1 F,)%, 2 1. INSERTTHETW JOINT rHEWIDERFLANGECNTIE NP. TREAD, RISER 6 SEAT SLEEVES APPROXIMATELYBOTTOM. CONNECTION HALFWAY INTO THE PB, 3_ TAP THE CHANNEL EN HOLD DOWN CUP STAGGERED tYIY. = CAP INTO PLACE WTHA 3 O . 5/i8'kt' A33TGALV CARRIAGE 2. ANCIgR WTI TEK 25CREW5 RUBBER MALLET 3. MECHANICALLY FASTEN 1 SCREW OR IV18' POP RIVETS (WHICHEVER MG TEK2 SCREWS THRU tl'tl 5/i8" ST WCTURAL GALVANIZED IS INCLUDED). BOTTOM OF END CAP rBRU I � BOLTS (GRADE 5) GALV FLANGE 3. SLIDE THE END OF THE NE)CT BOTTOM OF PLANK. NUT PLANK OVER THE TWIN JOINT O SLEEVES UNTIL THE PLANKS ARE 1. USING THE LAYOUT DRAWING, IAV 3. STARTSTANDING UP THE SNJG AGAINSTFACHOTHER. DO OUT THE FRAMES WTH THE FRONTS FRAMES AND INSTALLING THE ALIGNED. THE FRAMES SHOULD BE CROSSBRACES AS PER TIE NOT ANCHOR THIS SECOND PLANK Foff ON LEVEL GROUND ®8-0'CIO. LAYOUT DRAWING MR ALL 22 1NS�J / TALLATIIONNK 33 3L KSPI- E TO THE 'TWIN A CONNECTIONS. N &INPICALI CROSS BRACNG NST�ALIATIDN S' ALUM TIE WRES®16' L2Zo1NV'BACK OC MAX. TOP 6 BOTTOM CORNER ANGLE 1 W-0 MOD. ALUM. RAIL (1)EA SIDE ALV PIPE CLAMP RAILS INSTALL TOPE BOTTOM BACK RAIL RISER ON THE 1 INSTALL 1 88"0 ALUM. 185'0 MOD. ALUM. Q" 9 G GALV CHAIN LINK RAILING TO THE INSIDE n �,. N8"9 G4 BLACK VINYLCHAIN FENCE BACK fj� OUTSIDE OF SET THE SIDE RAIL RISER yt�i1 RAIL RAIL RISERS ON THE SEAT STREAD OF THE RAIL RISER WTH /jL''IXf�U^��y� LINK FENCE TYP®SIDES 62' TENSION MR (MR BACK FENCE) TYP. BLEACHER FRAME PLAN KS (ON ROW TO ) GALV PIPE CLAMPS, MY' SIDE RAIL RISER SEE BLEACBHR PLAN INSTALL) WITH THE LIP OF xit/6'AMT GALV. GALV. RAILCLAMP SWIVEL ELBOW 3 TENSION MR CLAMP THE HOREONTAL ANGLES CARRIAGESCREWS AGAINSTTHE OUTSIDE LIP WNUTS B•x11N„A3P CALM PIPE CLAM OF rBE END CAPS. MARK GALV. CARRLAGE "TENSION BAR 3AYM 1w, A39 THE LOCATKNNSOFTHE BOLT WNUT (CUT TO FIT) 98 kt 1/6 A3AGALV CARR AGE SCREW MUT CA CA HO LES,MAKNGSURETHE )¢"STRUCNRALGALVANIZED SCREWW/NUT HOLESWLLCLEARTHE SECURE THE BACK RAIL 3/8k1 t/6"AWTGLV VERTICAL MEMBERS OF RISER TO THE BACK OF OIL RISER CARRIAGE SCREW WNUT BOLTS(GRADE5)ANGLE CONNECTION FRAME TO THE PLAN KANDTHAT STAND W(2) M. X3"50 11V FRAME WHEN COMPLETE, THE A307GALV CAP SCREW &= PGGE IPIPFf.IAMP t -11V SOH I40 PEM88'.ALUM RISER WILL:ESQUARE WMT FLY VIM THE STAND. DRILL 9 TH E HOLES WIN A1/1W 8 AIL SWNEL ELBOVI CONNECTION /1R� VPI9OFRAIL RISER DRILL BIT AND BOLTINTO RISER PACKFFNCE INSTALLATION PLACEWTI3,H"x11H" INSTALLATION GALV PIPE CLAMP 9 I11SyAW1rNM1 CAP SCREWS WMIUTE. B rvP GI I -CE NG UATCN Larson Engineering Inc 1486 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN EXPIRATION DATE `O N HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR `$ T ZI TVPF D N 3 CD INSTALLATION DETAILS mmlo O1JW'P1PE ANOMEED BENDPI BE HOLD MAN! C`1X4 wind. AM7 SAW CARRIAGE SCREW &W SAW RANGE NUT TV 5'1SWLVFWNGENUTTYP. ;/6/2021 1D —L3' X 3"X t/6" 1/2"X t la'X 3/18" ALUMN. PIPE N (6l iie' CARRIAGE BOLTS O Y4" ALUM. 1 SEOICNAA 0 rnv aMw�B v uK aaceM �BlwdLen Inkmalianal. a tl,ay na B¢aapied, repraaLKed, ar uxd far a,y �wma wun�mLaa,maxa YLm tanxnl d'BlwdLen INrnalianal. 5'-6" 5'-2 5/16" CLEAR 4'-8" ANODIZED ALUM. HANDRAILWP. L 3"X3"X 16" ALUM. ANGLE p c� 2X8 ALU, . TOEBOARD WP.. Fal RIIT, �AU1IT, I Z (TYP) RAMP SECTION o N HAMLIN MIDDLE SCHOOL SPRINGFIELD, OR D N 3 CD EGRESS DETAILS �o (TYP) RAMP DETAIL 4 EQUAL RUNS @1'-0" 3Hr➢ WP. 3 (TYP) STAIR FRAME 5/6/2021 Larson Engineering Inc 1468 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN rnv naw;oa v uK aavely arBlmenaa lnanaimal. am may na neeapiea, repratlueed, m used fu asy �rymewiMmtlheexpnsed Ykn tmsmlafBl¢ad�en Inkmalimal. MF PIPE Ir W _ U) o ALUM. ANGLE Q �p WP. D Of ANODIZED ALU _ HANDRAIL WP. �O WP. 3 (TYP) STAIR FRAME 5/6/2021 Larson Engineering Inc 1468 Bond Street, Suite 100 Naperville, Illinois 60563 (p) 630.357.0540 (F) 630.357.0164 LEI Comm No. 21210330.000 LIMITED TO STRUCTURAL DESIGN rnv naw;oa v uK aavely arBlmenaa lnanaimal. am may na neeapiea, repratlueed, m used fu asy �rymewiMmtlheexpnsed Ykn tmsmlafBl¢ad�en Inkmalimal.