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Specifications x 1 4x? v\C t-CGL CIDd Ct Sivti^G\` 2e CO R E O N E COR.ONE COESULTING t'S LTD. 506 Second Avenue,Suite 1512 U S A Seattle,Washington 98104 RE Structural Anal sis Re ort ••• Goo•• FD •_ y p • • • • • • • • • • AT&T — LTE 6C / 5G NR / 4TXRX / 4TX4RX •:•Mv.2�}� :.: CITY OF TIGARD BUILDING DIVISION March 21,2019 Site Name TIGARD Site Number PR35 FA# 10094146 PTN# 3898A0K0JB/9898A0K011/3898A0K0J0/3898A0KOGY/ 3898A0K0GY Pace# MRWOR037102/MRWOR036935/MRWOR036933/ M R WO R037046/M R WO R037107 Client Velocitel Proposed Carrier AT&T 6975 SOUTHWEST SANDBERG ROAD Site Location TIGARD, OR 97223 45.4215360° N NAD83 122.747378° W NAD83 Structure Type Equipment Room Structural Usage Ratio 75.6% Overall Result Pass Notes Install (1)3'x3'x3/8"thick plate under proposed BBU and proposed PDU Upon reviewing the results of this analysis, it is our opinion that the antenna supporting structure does meet the specified IBC/ASCE/TIA code and minimum design requirements. The existing structure is therefore deemed adequate to support the existing and proposed loading as listed in this report. /4„.0.0 PRO SAlimipmeopproweeton '3895PE �- ' OREGON EL EXPIRES: 12/31/20 4. tat.'S5)7002155 ®._.intoCcorn-rn'co0v2115(co, wwwcoreoneconsulting-cont •• . • • . .. ••. •. . • • • • • • •• • . • •• • •• • . ••. (\torch:21, 2019 : • • 12' •• • ••• •• •••. • • • . . . Summary of Contents • • • ••• ••••• • • • ••• • ••• ••• •• Introduction • Opening Statement Project Description ••• ••• .. .. Criteria : ••• ••• •• • • Conclusion • ••• • Calculations Appendix A Design Tables& Resources Used Assumptions and Limitations Our structural calculations are completed assuming all information provided to CORE ONE CONSULTING USA is accurate and applicable to this site. For the purposes of calculations,we assume an overall structure condition of"like new" and all members and connections to be free of corrosion and/or structural defects.The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report CORE ONE CONSULTING USA should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA,AISC,ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. CORE ONE CONSULTING USA is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the Equipment room structure only and does not reflect adequacy of the existing rooftop, other mounts, or coax mounting attachments. These elements are assumed to be adequate for the purposes of this analysis and are assumed to have been installed per their manufacturer requirements. Core One Consulting USA 0 COREONE Phone: (778) 805-2166 r; t --, i t,' i u s a www.coreoneconsulting.com 1 ( • •• •• • • ••OOO • • • ••• •• • • •• • ••• :•: : IVtarch:11, 201y : • • • • • • 3• .. ••• ••• • ••• • • INTRODUCTION • •• ••• • : : :• • •; • •• • • • • • • • • • • • • • • • • •• • • • • • • 000 At the request of AT&T, CORE ONE CONSULTING USA has performed a structural analysis on the existing equipment room structure. All supporting documents have been obtained froP h tliefit and 3 :•• assumed to be accurate and applicable to this site. The equipment room support:wa$ane•1vzeisd : : Risa3D version 17.0.2. • ••. • • • • • Supporting Documentation Loading Velocitel Scoping Design Review, Dated 12/04/18 Photos FDH Velocitel Site#PR35, 02/28/19 Previous Analysis LDC Site#PR35, Dated 01/31/13 Analysis Code Requirements Wind Speed No wind load considered Wind Speed w/ice No ice load considered TIA Revision ANSI/TIA-222-G/ASCE 7-10 Adopted IBC 2015 IBC Structure Class II Exposure Category B Topographic Category 1 Calculated Crest Height 0 Site Class D-Stiff Soil Spectral Response Ss=0.862 g, S1=0.393 g CONCLUSION Upon reviewing the results of this analysis, it is our opinion that the antenna supporting structure does meet the specified IBC/ASCE/TIA code and minimum design requirements. The existing structure is therefore deemed adequate to support the existing and proposed loading as listed in this report. Fathullah Zamani Structural Engineering Lead I Core One Consulting USA 2875 W Ray Road, Suite 6, Chandler,AZ 85224 (0) 1+(855) 708-2195 I (M) (518)892-0471 fathullah.zamani@coreoneconsultants.com i info@coreoneconsulting.com CoOne Consu . I Phone:re (778) 805-2166ltingUSA T I N f LISA www.coreoneconsulting.com . L • a ••• ••• ••• .••. •• • • •• •• •• • • III •• • • • • • • March .1. 201/ : • • , e ; F 4• •• .•. •.•• • •.• . • Existing and Reserved Loading Configuration • : : :•. •• : : ••• • •'• ••• •• ••• •• • • • •• • • ••. . • Mount CL (ft) Qty. Appurtenance Weight... . Cagrier. .• • • • • . • • • • •• • • • 1 Pathfinder PDF • ••• ••• : • :- •. • . 8 CXPS 2-48V • • 78 M155AH (24) 9360.0 2 GSM Cabinets Equipment 1 UMTS Cabinet Room 1 19" LTE FIF Rack - AT&T 1 Distribution Rack 4 Marathon Battery Rack 725.0 1 Raycap DC6-48-60-RM 1 Raycap DC12-48-60-RM Equipment to be removed Mount CL (ft) Qty. Appurtenance Weight Carrier 1 Pathfinder Equipment 8 CXPS 2-48V Room 78 M155AH (24) 9360.0 AT&T 4 Marathon Battery Rack w/batteries 725.0 2 GSM Cabinets -- Proposed Loading Configuration Mount CL (ft) Qty. Appurtenance Weight (Ib) Carrier 10 Emerson 48 Rectifiers 5.3 2 Emerson 48-24V Converters 3.0 Equipment 1 NetSure 721 Cab Bare Cabinet 500.0 AT&T Room 1 VRLA Battery Rack Bare Cabinet 600.0 16 180AH (48V) 2128.0 Core One Consulting USA =, Phone: (778) 805-2166 el II C (1NS Li I. T I N G L!S A www.coreoneconsulting.com Site Name PR35 Client Velocitel Carrier AT&T Date 3/21/2019 Wind Loading Inputs: Design Wind Velocity: 120 ultimate 3-second gust Exposure Category: B Adopted Building Code: ASCE 7-10 Antenna Load Standard: ASCE 7-10 Wind Centerline(ft): 44.00 ft qz= 27.32 Ice Wind 30 Cf= 1.20 Ice Thickness 1 Gh= 1.00 Fst_Ice(psf) 3.95 Fst(psf)= 32.78 Fp= I 0.32 Wind Force Seismic Force Appurtenance Name Total Quantity Weight(lbs) F-Norm(lbs) F-Perp(lbs) F-Norm(lbs) F-Perp(lbs) Netsure 721 Cab e 1 500.0 0.0 0.0 159.3 159.3 VRLA Battery Rack p.m =o: 600.0 0.0 0.0 191.2 191.2 180AH(48V)Batteries +t ��:, 16 2128.0 0.0 0.0 678.1 678.1 } Emerson 48 Rectifiers A 10 5.3 0.0 0.0 1.7 1,7 Emerson 48-24V Converterst. 2 3.0 0.0 0.0 1.0 1.0 Raycap DC6-48-60-RM T r E° S .e k 1 o- +r „Tv '�`,v. 32.8 0.0 0.0 10.5 10.5 Raycap DC12-48-60-RM ,,,,,,... ,..&,-,,..,,A,_,,,,...,,,,,-,4 1 20.4 0.0 0.0 6.5 6.5 x1.1 y, ,,?..xt" 0.0 0.0 x,k "Of',4.=, .7,4*. w Y yz a'. March 21,2019 Seismic Loads Latitude and longitude were determined from existing as-builts, AT&T records,and confirmed using GoogleEarth. Design spectral acceleration parameters were optained using NSHMP Hazard,a program by USGS for determining seismic values within the continental US. Input data and program output are provided at the end of this report. Latitude: 45.421536 ° Longitude: -122.74738 2 Ss= 0.975 g Site Class: D Fa= 1.11 Occupancy Category: II SMS= 1.082 Importance Factor, I: 1.00 Sps= 0.722 Seismic Design Catagory: D S1= 0.422 g Amplification Factor,ap: 1.0 Fv= 1.58 Response Factor, Rp: 2.5 5M1= 0.666 z= 44.0 ft SDI= 0.444 h= 44.0 ft Telecommunication cabinets and radio equipment are non-structural components to be designed under the provisions of ASCE 7-10 chapter 13. (ASCE 7-10 13.3-3) Fp min = O.3SDSI1YY p = 0.216 wP (ASCE 7-10 13.3-1) F = 0.4apSDSW z\ =1+2— 0.346 w p (Rp� h, Use Fp = 0.346 wp \Ip / (ASCE 7-10 13.3-2) Fp max =1.6SDS I PWp = 1.154 w Core One Consulting USA CO FR . Phone: (778)805-2166 www.coreoneconsulting.com 2 �X Install (1) 3'x3'x3/8" plate under proposed BBU cabinet e • Install (1) 3'x3'x3/8" plate under proposed PDU cabinet ea r w Envelope Only Solution CORE ONE CONSULTIN... Existing Roof Joists Fathullah Zamani PR35 Mar 20, 2019 at 11:39 PM PR35 equipment room_3-20-19.r3d Z X A4 SilsNN4soNi4s os‘i" I Envelope Only Solution CORE ONE CONSULTIN... Existing Roof Joists Fathullah Zamani PR35 Mar 20, 2019 at 11:45 PM PR35 equipment room_3-20-19.r3d ! 1 Y Section Sets iliW21 X62 ti 2X12 AA- . RIGID Z �X • ti ` 0.\,m .,. itiNNINsN,.. `y)'r ` \ • 1 Envelope Only Solution CORE ONE CONSULTIN... Existing Roof Joists 3 Fathullah Zamani PR35 Mar 21,2019 at 12:14 AM 1 PR35 equipment room_3 20 19.r3d Y Material Sets RIGID I A992 2✓`' V''. X yx — OF '. A%114sN‘, .� op ,,ma,�y, .` O F '''tN4S%4t-‘ ,.'N%ts116.\1,... .‘Z.%: *- .•.... , .. -4414440441N414114111s041,\, `Y. .. Envelope Only Solution CORE ONE CONSULTIN... Existing Roof Joists 4 Fathullah Zamani PR35 Mar 21, 2019 at 12:15 AM PR35 equipment room_3-20-19.r3d Y Code Check (Env) No Calc Z X .90-1.0 .75-.90 .50-.75 0:.50 iS4 s • i44 29i7 7 i i � ii2� Nom., y;7 Nc22�2 *��, Member Code Checks Displayed(Enveloped) Envelope Only Solution CORE ONE CONSULTIN... Existing Roof Joists Fathullah Zamani PR35 Mar 21, 2019 at 12:15 AM PR35 equipment room_3-20-19.r3d Y Shear Check (Env) ii '', .50-.75 0:.50 • 78 4§111t0\44444444NbI 0$ • Member Shear Checks Displayed(Enveloped) Envelope Only Solution CORE ONE CONSULTIN... Existing Roof Joists Fathullah Zamani PR35 Mar 21, 2019 at 12:15 AM PR35 equipment room_3-20-19.r3d 2 yX .\;41 ,tif4 %i ‘% ..b%...IN I I I I • • • • ya Envelope Only Solution CORE ONE CONSULTIN..., Existing Roof Joists Fathullah Zamani PR35 Mar 21, 2019 at 12:15 AM PR35 equipment room_3-20-19.r3d • Z x ?7.e sly s z.6‘4 ,,(< 76 •44N1t74 � I Member Length(in)Displayed Envelope Only Solution CORE ONE CONSULTIN..' Existing Roof Joists Fathullah Zamani PR35 Mar 21, 2019 at 12:16 AM 1 PR35 equipment room_3-20-19.r3d 1 I , l j'�' < ai ti o N c'' p / i d Ce N a r C ,— v CV 0 / ,.s �a f - o u, // lirc-,..4f' // 4frAft":":,:‘,4% , // ,.....0,::::::$:,,,..".#4::::.T:::4,:14:::"..4 , c. h t 'AO o /,/'j. . / , / av / // / ,¢% // / / / \, r / A , /%// > ;.t. , Vklie .,.":....r i i,//! ////' / ti Z CO .< Y/ d o Z0 03E y '3 0 E a " o N foto W N X __.. 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Existing Roof Joists Fathullah Zamani PR35 Mar 21, 2019 at 12:17 AM PR35 equipment room_3-20-19.r3d CORECompany CORE ONE CONSULTING USA Mar21, 2019 .�' Designer Fathullah Zamani 12:09 AM U $A Job Number Checked By Model Name : PR35 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M3 N1 I N3 W21X62 Beam Wide Flange) A992 Typical 2 M4 N13 N4 W21X62 Beam Wide Flange A992 T .'cal. 3 M5 N5N6 _ 2X12 Beam Rectangular DF T .'cal 4 M15 1N27 I_ N29 RIGID None None RIGID T .ical — - -- — --- 5 M17 N28 N26 _RIGID None None RIGID Typical 6 M9 N12 N13A 2X12 Beam Rectangular DF Typical 7 M10 N14 N15 2X12 Beam Rectangular _ DF Typical 8 M 11 N16 N 17 2X12_-_ Beam Rectangular DF Typical 9 M12N18 N19 2X12 Beam Rectangular DF Typical 0 M13 N20 N21 — -- ..._.. 2X12 Beam Rectangular . DF _apical j 11 : M14 N22 N23 2X12 Beam Rectangular DF Typical 12 _M15A N24 1 N25A 2X12 Beam Rectangular DF Typical 13 M16A N26A N27A - 2X12 Beam Rectangular DF Typical 14 M17A N28A N29A_ — 2X12 $eam Rectangular DF Typical L 15 M18 _ N30 N31 2X12 Beam Rectangular DF Typical L 16 M19.....— N32N33 2X12 Beam Rectangular DF Typical 17 M20 N34 r N35 2X12 Beam Rectangular DF Typical 18 M21 _ N36 N37 _ 2X12 Beam Rectangular DF Typical 19 M21A N43 N44 2X12 Beam Rectangular DF Typical 20 M22 N45 N46 2X12 Beam Rectangular DF Typical 21 M23 N47 _N48 _ 2X12 Beam Rectangular DF _Typical 22 M24 N49 ___ N50 —_.— 2X12 Beam Rectangular DF Typical 23 M25 _ N51 N52 2X12 Beam Rectangular DF Typical 24 M26 N53 N54 2X12 Beam Rectangular DF Typical 25 M27 N55 N56 . 2X12 Beam Rectangular DF — Typical 26 -. M28 N57 N58 2X12 Beam Rectangular DF Typical 27 M29 __--N59 N60 2X12 Beam Rectangular DF Typical 28 M30 N61 N62 — 2X12 Beam Rectangular DF T sical 29 M31 N63 N64 2X12 Beam Rectangular DF T .ical 30 M32 N65 I N66 2X12 Beam Rectangular DF T .ical 1 31 M33 N67 N68 2X12 Beam Rectangular DF Typical 32 M34 N69 N70 -----...----...— — -----._.......-------- 2X12..: .Beam Rectangular.._._-DF Typical 33 M35 N71 N72 2X12 Beam Rectangular DF T .ical 34 M36 N73 N74 2X12 Beam Rectangular DF T deal _ 35 M37 N75 L N76 2X12 Beam Recta pular DF Typical _ 36 M38 N78 N80 W21X62 Beam Wide Flange A992 _ Typical 37 M39 N6 N82 2X12 Beam Rectangular DF Typical 38 M40 N13A N84_ 39 M41 N15 N86 _.__.......___..._.--..._, 2X12 Beam..... Rectangular DF ----Typical_. 2X12 Beam Rectangular DF —Typical N88 2X12 Beam. Rectangular _DF Typicl_ 41 M43 N19 N90 2X12 Beam Rectangular DF Typical 42 M44 N21 1 N92 2X12Beam Rectangular DF Typjcal 43 M45 I N23 N94 2X12 Beam Rectangular DF Typical 44 M46. 1 N25A N96 _ 2X12 Beam Rectangular DF Typical 45 M47 ' N27A ; N98 2X12 Beam Rectangular DF Typical_ 46 M48 N29A N100 2X12 Beam Rectangular DF Typical 47 M49 ' N31 N102 ___-......._„_.._— 2X12 Beam Rectangular DF Typical 48 . M50 N33 N104 _ 2X12 Beam Rectangular DF Typical 49 _ M51 i N35 N106 — 2X12 Beam Rectan.ular DF T •ical 50 M52 N37 N108 2X12 Beam Rectangular DF T .ical 51 M53 1 N44 N110 ...- 2X12 Beam Rectangular DF J Typical RISA-3D Version 17.0.2 [C:\...\...\...\...\...\...\...\...1...\PR35 equipment room 3-20-19.r3dJ Page 1 , . ..'1: COREONE Company : CORE ONE CON, SULTING USA Mar 21,2019 Designer : Fathullah Zama n 12:09 AM NG USA Job Number : Checked By._ Model Name : PR35 Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d eg),Section/Shape Type Design List .. Material Design Rules 52 M54 N46 N112 2X12 Beam 1 Rectangular DF Typical 53 M55 • N48 1 N114 2X12 Beam Rectangular DF Typical 54 M56 N50 1 N116 2X12 Beam Rectangular DF Typical 55 M57 N52 L N118 2X12 J Beam Rectangular DF Typical 56 M58 _ N54 t N120 2X12 Beam Rectangular DF Typical 57 M59 N56 I N122 2X12 Jm Rectangular DF Typical 58 M60 N58 N124 2X12 Beam Rectangular DF Typical 59 M61 N60 1 N126 2X12 J Beam Rectangular DF Typical 60 M62 N62 I N128 2X12J Beam Rectangular DF Typical 61 M63 N64 N130 2X12 Beam Rectangular DF Typical 62 M64 N66 N132 2X12 Beam Rectangular DF Typical • 63 M65 N68 N134 2X12 Beam Rectangular DF Typical 64 M66 N70 N136 2X12 Beam Rectangular DF Typical 65 M67 N72 N138 2X12 Beam Rectangular DF Typical 66 M68 N74 N140 2X12 Beam Rectangular DF . Typical 67 M69 N76 , N142 2X12 Beam Rectangular DF T .ical 68 M70 N113 N115 RIGID None None RIGID Typical 69 I M72 N114A1 N112A L RIGID None None ,f RIGID Typical Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules Aln2j I in4 Izz fin4] J fin4] 1 I W10x 15 W10X15 1 Beam Wide Flange' A992 T 'cal 4.41 2.89 68.9 .104 2 1 W4x13 W4X13 Beam Wide Flange A992 T eical 3.83 3.86 11.3 .151 3 W21X62 W21X62 Beam Wide Flange' A992 Typical 18.3 .1_ 57.5 1330 1.83 Wood Section Sets Label Shape Type Design List Material Design Rules A Pn2] I in4 lzz[in41 J[in4] 1 2X12 2X12 Beam i Rectangular DF 1 Typical 16.875 4J 177.979 11.593 Hot Rolled Steel Design Parameters Label Shape Length[in Lbyy[in] _ Lbzz in Lcom. to. in Lcomp bot[inlL-torqu... Kyy Kzz , Cb Function 1 M3 W21X62 375 12 r , Lateral , 2 M4 W21X62 375 . 1 12 1 Lateral 3 , I8 1 W21X62 375 I I 12 I i 1 i Lateral Wood Design Parameters Label Shape Le .th... 1e2 in lel[in] le-bend to...Ie-bend bo... Kyy Kzz CV Cr y s - z s - 1 M5 2X12 216 48 48 12 48 Yes 2 M9 2X12 216 48 48 12 48 Yes 3 • M10 2X12 216 48 48 12 48 • Yes 4 M11 2X12 216 48 48 12 48 Yes 5 M12 2X12 216 48 48 12 48 • Yes 6 M13 2X12 216 48 48 12 48 Yes 7 M14 2X12 216 48 48 12 48 Yes 8 M15A 2X12 216 48 48 12 48 Yes 9 , M16A 2X12 . 216 48 48 12 48 j . Yes RISA-3D Version 17.0.2 [C:\...\...1...\...\...\...\...\...\...\PR35 equipment room 3-20-19.r3d] Page 2 . .__. . . NCORE Company oo�o�c��wau� Designer FamullaxZamam Mar 21`2019 12:09 AM� ow USA Job Number : Checked By. Model Name : PR35 Wood Design Parameters (Continued) Label Shape !elfin] 10 M17A 2X12 216 48 48 12 48 _ Yes 12 M19 2X12 216 48 48 12 48 Yes 13 M20 2X12 216 48 48 12 48 Yes 14 M21 2X12 216 48 48 12 48 Yes 15 M21A 2X12 216 48 48 12 48 Yes 16 M22 2X12 216 48 48 12 48 Yes 17 , M23 2X12 216 48 48 12 48 Yes 18 M24 2X12 216 48 48 12 48 Yes 20 M26 2X12 216 48 48 12 48 Yes 22 M28 2X12 216 48 48 12 48 Yes 23 M29 2X12 216 48 48 12 48 -1 Yes 24 M30 2X12 216 48 48 12 48 _L Yes 25 M31 2X12 216 __ 48 48 12 48 Yes 26 M32 2X12 216 48 48 12 48 Yes 27 M33 2X12 216 48 48 12 48 Yes 28 M34 2X12 216 48 48 12 48 Yes 29 M35 2X12 216 48 48 12 48 Yes 30 M36 12 4- ... 31 M37 2X12 �18 48 4� 12 48 -��---- / Yes N��00 _--- --- � =°�� N00 2�12 21G 48 48 12 48 --- Yes - ---- 33 M40 2X12 216 48 48 12 48 yao - 34 M41 2X12 216 48 48 12 48 ------- �-----' Yes 35 M42 K442 2X1221G48 48 12 48 | Yes 36 M43 2X12 216 48 48 _ 12 48 ------------ Yeo ------- - 37N44 2X12 216 48 48 12 48 -- - Yes 38 M45 2X12 216 48 48 12 48 ----- ---� Yes 3g M46 2X12 210 | 48 48 12 r 48Yea 40 M47 2X12 2X12 216 48 48 12 48 ----- --- Yeo 41 M48 2h]2 216 48 48 12 48 | ---�-- Yes �--- - 42 M49 2h32 48 12 48 Yes__ -- -- ---- -___- _ 43 M50 2X12 216 48 48 12 -- --' 48 | Yes 44 M51 2X12 21G 48 48 12 48 Yes__ -- 45 M52 2X12 _ 216 / 48 48 12 48 | Yes -- _48 M53 2X12 216 48 48 12 48Y --- --- ----��-- —~�-- _Yes 47 M54 2X12 216 48 48 12 48 -�- Yes ---- 48 M55 2X12 216 48 � 12 . ~6as 49 M56 2X32 216 ��-��--- - --' -- _ 48 Yes 50 p'"7 2X/2 26 �m -'i�mm � 51 � �N58 2X12 �1G7 --' --/ -- ' 48 4" 12 o / rao 52 M59 2��2 21G 48 48 48 -- - - - -� �� _ Yes 53 2 216 48 4812 48 | .yma 54 2X12 216 48 4O 12 48 Yas55 � -- M62 2X12 21G / 48 48 12 ' - Yes 56 / M63 2X12 216 48 48 12 48 Yes _67 | [N64 2X12 216 � 48 48 12 � _48 � -- | Yes - 58 M65 2X12 216 48 48 12 12 48 59 ' M66 2X12 216 � 48 48 12 48Yes -_ �---� - -- 60 M67 2X12 216 48 48 12 48 Yes -- --� --�----- ---- 61LM68 2}12216 484812 _L48 _-^ -lYes ___ ___' RISA-3D Version 17.0.2 [Ci'\.'\.'\.'\'l.1.l.l..HPR35equipment noom_3-20'19.r3c1] Page 3 . , 1" CORE Company : CORE ONE CONSULTING USA Mar 21,2019 Designer : Fathullah Zamani 12:09 AM _.414,1 USA Job Number : Checked By. Model Name : PR35 Wood Design Parameters (Continued) Label Shape Length[... le2[in] !el[in] le-bend to...Ie-bend bo... Kyy Kzz CV Cr y sway z sway [ 62 r M69 2X12 i 216 i 48 48 12 I 48 1 1 Yes 1 ] Material Takeoff Material Size Pieces Lengthfin] We'. LB _. ,- 1 General I 2 RIGID 4 144 0 3 Total General 4 144 0 4 I Hot Rolled Steel H-5 6 A992 W21X62 3 1125 5837.9 7 __ Total HR Steel 3 1125 5837.9 8 - 9 Wood „ 10 DF 2X12 62 13392 4577.3' 11 i Total Wood 62 13392 4577.3 Basic Load Cases BLC Description Category X Gravityy Gravit Z Gravity Joint Point .Distribu..Area(M... Surface(PlateNV all) 1 Self Weight DL I -1 1 3 2 Service Live 1 LL I 1 3 Earthquake Load... ELZ 8 4 Earthquake Load... ELX 8 I ___ 5 .BLC 1 Transient... None I 350 , 6 iBLC 2 Transient...I None I Load Combinations Description ' S...P...S..B...Fa..B...Fa..B...Fa..B...Fa..B...Fa..B...Fa..B...Fa..B...Fa..B...Fa..B...Fa... 1 1.0D Y..y DLI 2 1D+0.6W AZI 000 y..y DL 1 ... .6 3 10 +0.6W AZI 030 Y..fy DL, l ... .52 ... .3 4 1D+0.6W AZI 060 Y1 y DL l ... .3 ... .52 5 1D+0.6W AZI 090 y...y DL 1 - .6 6 1D+0.6W AZI 120 Y...y DL 1 ... -.3... .52 7 1D +0.6W AZI 150 Y...y DL. 1 ... -.52... .3 1 8 1D +0.6W AZI 180 y..ly DL 1 - -.6 9 1D+0.6W AZI 210 Y..LY DL l ... -.52... - 3 10 1D +0.6W AZI 240 Y..Y DL 1 ... -.3... .52 _ 11 1D +0.6W AZI 270 y..y DL 1 1 12 ID +06W 0.6W AZI 300 Y..Y DLI ... .3 ... .52 1 13 1D+0.6W AZI 330 Y.-Y DLI ... .52 ... _.3 FF FF FF F 14 0.6D+ 0.6W AZI 000 Y..Y DL .6 ... .6 15 0.6D+ 0.6W AZ1030 Y...y. DL .6 ... .52 ... ! .3 ' 1 16 0.6D + 0.6W AZI 060 Y..tY DL 6 ... .3 ... .52 17 0.6D + 0.6W AZI 090 Y. DL .6 18 0.6D+ 0.6W AZ1120 y...y DL .6 ... -.3..• .52 19 0.6D+ 0.6W AZ1150 Y...y DL 6 ... -.52... .3 . 20 0.6D+ 0.6W AZI 180 y..ly IDL' 6 ... -.6 RISA-3D Version 17.0.2 [CA...\...\...\...\...\...\...\...1...\PR35 equipment room_3-20-19.r3d] Page 4 , . '"`" COREONE Company ?AI : CORE ONE CONSULTING USA Mar 21,2019 . Fathullah Zamani Designer 12:09 AM ...i1C, 01 NG U S A Job Number : Checked By Model Name : PR35 Load Combinations (Continued) Description S...P...S..B...Fa..B...Fa..B...Fa..B...Fa..)3...Fa.B...Fa..B...Fa..B...Fa..B...Fa..B...Fa... 21 1 0.6D+ 0.6W AZI 210 Y-LY DL .6 - -.52.- -.3 1 , In 0.6D+ 0.6W AZI 240 Y...y DL .6 ... -.3... -.52 _ 23 0.6D+ 0.6WAZI 270 Y..F.Y DL .6 ... -.6 : 24 0.6D+ 0.6W AZI 300 Y...y DL .6 ... .3 ... -.52 1- 25 0.6D+ 0.6W AZI 330 Y...Y1 DL .6 - .52 -- H.3 ,[, 26 1D+1Di Y.-Y DL 1 0- 1 27_ 1D+ 1Di + 1Wi AZI000 Y.-Y1 DL 1 0 . 1 ... 1 1 28 1D+1Di+ 1Wi AZI 030 Y..y DL 1 0.. 1 ... .8...... 1.5 [1 29 1D+ 1Di+ 1Wi AZI 060 Y..ry, DL 1 0... 1 ... .5 ...I.8... 1 30 1D+ 1Di+ 1W i AZI 090 Y..Y DL 1 0... 1 I- 311D+ 1D1Wi AZ1120 Y..y DL. I0.. 1 - - 5... .8... i+ 32 1D+ 1Di+ 1Wi AZI 150 Y.-Y ol.:11 0- 1 ... ---. .5 33 , 1D+ 1Di+ 1Wi AZ1180 YY DC 1 0.. 1 - -1 1 34 I 1D+1Di+ 1WiAZI 210 Y..ry DLII 0... 1 ••• -•••• •••E:.5 35 1D+ 1Di+ 1Wi AZI 240 y...y Dt_, 1 0.. 1 ... -.5... 36 1D+1Di+ 1Wi AZI 270 YTY DL 1 O.. 1 ... -1 _ , 37 1D+ 1Di + 1Wi AZI 300 Y..1y DL 1 0- 1 - 1 .5 ... h....1 . 38 _ 1D+1Di+ 1Wi AZI 330 Y..y DL 1 O... 1 ... .8....., -.5 -- 39 10+ 1.5L+ 1WL(30 mph)AZI 000 V.-Y DL 1 LL 1.5 - 1 1 I i 40 1D+ 1.5L+ 1VVL(30 rrtph)AZ1030 Y...y DL 1 ILL 1.5 ... .5...... .5] I _ . 41 10+ 1.5L+ 1WL(30 mph)AZI 060 Y.-Y DL 1 11121.5 ... .5 ... a.. 42 10+ 1.5L+ 1WL(30 mph)AZI 090 Y..LY DL 1 ILL 1.5 .11 4 43 1D+ 1.5L+ 1WL(30 mph)AZI 120 Y...Y DI-, 1 ILL 1.5 -1-.5... .8-: : 1 44 10+ 1:5L+ 1WL(30^mph)AZI 150 Y..1:y DL 1 LL 1.5 ... -.... ... .5 _.. _I. __1F------ 45 1D+ 1.5L+ 1WL(30 mph)AZ1180 Y.-Y DL 1 LL 1.5 - 1-1 I 46 __ 10+ 1.5L+ 1WL(30 mph)AZI 210 Y4y DLI LL 1.5 ... -.... ... -.5 , - 47 1D+ 1.5L+ 1WL(30 mph)AZ1240 )1.1Y DL 1 LL 1.5 •-• 1-.5... 1-•••• i 48 1D+ 1.5L+ 1WL(30 mph)AZ1270 Y.iy DL 1 LL 1.5 - -1 1 49 1D+ 1.5L+ 1WL(30 mph)AZI 300 _ Y...Y i_DLI 1 L 1.5 ... .5 ... ,- 50 10+ 1.5L+ 1WL(30 mph)AZI 330 Y..Y DL 1 LL 1.5 ... .8...... -.61 -- 51 (1.0+0.2Sds)D + 1E AZI 000 y..iy DL 1....E... 1 52 (1.0+0.2Sds)D + 1E AZI 030 V..'( DL 1....E....8...E.. .5 53 (1.0+0.2Sds)D + 1E AZI 060 .Y .4y DL 1 ...E._ .5 E...8... 54 (1.0+0.2Sds)D + 1E AZI 090 Y...y DL 1.... E.. 1 i _55 _ (i1,0+0.2Sds)D + 1E AZI 120 Y...y DI_1....E...-.6 E...8... 1 . 56 (1.0+0.2Sds)D + 1E AZI 150 Y..y...._ DL 1....E...-.... E.. .5 I 57 (1.0+0.2Sds)D + 1E AZI 180 Y...y DLL..E...-1 - - - - 58 (1.0+0.2Sds)D + 1 E AZI 210 Y...y DL 1....E...-....E..-.5 59 1 (1.0+0.2Sds)D + lE AZI 240 Y..Y DLit...E.......5 E..-.... -60 (1.0+0.2Sds)D +.1:AZI 270 Y..y DL 1.... E..-1 61 (:_1.0+0.2Sds)D + it AZI 300 y...y DL,1....E... .5 E..-.... 62 (1.0+0.2Sds)D + lE AZI 330 Y..iy DL 1.... 1 .1 63 (0.6-0.2Sds)D+ 1 E AZI 000 Y..'( DL..4...E.- I__ I i 64 (0.6-0.2Sds)D+ lE AZ? 030 Y..y DL.4..E....8...E....6 65 : (0.6-0.2Sds)D + lE AZI 060 Y..y DL.4...E...1 .5 E.4.8... I I , i_ 66 (0.6-0.2Sds)D+ 1 E AZI 090 Y..Y DL.4... 1 E 1 67 (0.6-0.2Sds)D+ 1E AZI 120 Y..y DLI.4...E...1-.6 E...8... 68 J0.6-0.2Sds)D+ lE AZI 150 Y..y DL.4...E...-.... E.. .5 69 _(0.6-0.2Sds)D+ 1 E AZI 180 y..y DL.4...E...-1 70 (0 6-0 + lE AZI 210 Y..y DL.4..E...-.... E...-.5 71 (0.6-0.2Sds)D+ 1E AZI 240 Y...y DL.4...E.......5 E..-.... 1 , 72 (0.6-0.2Sds)D+ 1E AZI 270 Y..ly DL.1.4... ,E..-1 1 7 1 I 1 1 RISA-3D Version 17.0.2 [CA...V.A...\...\...\...\...\...\...\PR35 equipment room_3-20-19.r3d] Page 5 . . ��[� Company : co�o�com��wau� Mar 21,�m k_��_�[-�[�� Designer : pamu�xZamam u�uyAM `- -.mlia& H 8 A Job Number • Checked By Model Name : PR35 Load Combinations (Continued) Descriptxon a.'p.'o.'a=Fa..a-pa.a.'Fm.o-pm'a,Fa.,a=.Fm..o-Fa.a-Fa..B=.Fm'a�'pm' 1 73 (0.6� 2Sdo)O+ 1EAZ| 300 .4...E... o� .5 e.}.- I / / 74 (O�'O28do)D�' 1EAZ| 33U Y--.1y DL.4...E....8...E..,-.5 | Joint Coordinates and Temperatures __ Label �j v�l _ Z� Temp �_o�� 1N1 0 0 I 211 I 0 ' 216 { 211 | 0 u N3 0 0 -164 � N4 216 0 -164 0 5 _L___ N5 0 / `{}_ -4.044 � 0 6NG 216 0 -4.044 0 7 N26 234 0 '4.044 T 0 --- - 8 N27 __- 198 0 -4.044 0 9 N28 234 0 -40.044 0 1O N29 1Q8 0 -40.044 0 11 N12 0 0 '18.844 0 12 N13A 216 0 -16.044 0 / ��L3N14 0 -2Ei044 � O 14 N15 216 0 -28.044 0 �____ 15 N16 41G 0 0 -40.844 16 N17 216 O -40.044 0 17 N18 0 } -52.044 0 18 NiQ 216 O -52.044 0 19 N20 0 U 64.044 0 20 N21 216 {> -64.044 0____ 21 N22 0 0 -76.044 0 22 N23 216 O -76.044 0 23 N24 0 O -88.044 � 0 24 025& 216 0 -88.044 0 25 N26A 0 0 � 4U0.O44 0 26 N27A 218 400.044 0____ 25 N28A 0 0 -112.044 0 O 28 N29A__ 216 0 -112.044 0 28 � -01----- N30 0 _ 0 -124.044 -�- 0----�-�- -- 30 KD� -� � - � 6- ��- U -124.044 0 I- 31 N32 0 0 -136.044 0 _-- -- 32 N33 216 O 436.044 0 33 N34O0 1 044 0 | 34 N35 N35216! � ' �=4 35N36 � 0 0 -160.044 0 36 N37_N37 216__ j 0__. 460.044 0 37 N39 198 | 0 -16.044 0 -- 80 N40 198 0 -28.044 0 � -- 39 N41 234 0 -20.053 0 | 40 N42 234 0 -28.044 0 41 N43 {)_- . D 7.956 D 42 1 N44 2160 7.956 0 43 N45 / 0 --- 0 ---'19.056 . 0 -- -- 44 N46 216 0 19.956 0 L45 | N47 0 | 0 31.966 0 . . . ' C �R[O� F Company �� ONE c�� r�' - �1yN^�� ou�su _ � m � Designer . pamv�»zamam �z•on*m u �� Job Number Checked By Model Name . PR35 Joint and Temperatures (Continued) LabelX On] v[n] Z[in] Temp[F] Detach From Diap... 46 N48 216 0 31.956 0 47 ] N49 0 0 43.956 U 48 N50 �--' -- �- �1G U 43A6G ----' ------ � 04A . N51 0 0 55.956 0 58N52 21G O 55.956 -- ---' - --� �-' �--� 0 51 N53 0 � 067.9560 - - 52_ N54 216 0 67.956 / --- 0 - --_-� 53 N55 0 0 79966 / 0 54 ____ N56 -__ 216 0 79.956 0 --- -- 55 __- N57 8 0 91.956 / -- O �---- -----�� 56 N58 216 0 91.956 0 --- --- -- 5T N59 O_ 0 103.956 | 0 --- ------ 58 N60 2160 103.9500 --� 59 N61 0 0 115.966 / 0 ---� --- 60 N62 216 0 115.956 ---U��--- -- ---- 61 N63 0 8 127.9560 62 NG4 216 0 127.958 0 63 N65 0 | U 138.Q56 0 64 N66 216 0 139 -- �� ---- 'g5G 0 65 N67 0 0 151.956 0 -----� 66 N68 216 0 151.966 0 / 67 N69 0 0 163.956 | - 0 G8 _~ N70 216 0 163.9560 --- --- - GQ N71 0 10 175.956 0 70 N72 216 0 175.956 0 ---- - 71 N73 U / __-187�68 � 0�__- --' 72 N74 216 0 187.956 | 0 --- -- 73 1N75 0| 199.956/ � - 0 74 N76 216 0 199.956 _ D ------ -- -- 75 N78 432 0 211 -_-_- _-_ i 0 76 N80 432 0 -164 0 --- --- 771 N82 432 0 -4.044 � 0 -- --- - 78 NM432 ___ O _ -16-16.044� 0 -- - 79 N86 432 0 _ `28.044 0 �---- - -- 8O N88 432 {} _ '40.044 0 -- 81 N90 432 0 -52.044 | 0 -- 82 N92 432 0 -64.044 O- - --- 83 N94 432 0 -76.044 L_ 0 -- 84 N96 0 -88.044 0 88 _'`'~- 432 0 -136.044 0 89 N106 432 0 -148.044 0 90 UAU N108 432 0 -160.044��---- {}_ -- ---- 91 N11O 432 7.956 0 - -- 92 N112 432 0 19.956 0 �--- - 93 / N114 432 O 31.956 0 - - g4 N116 432 O 43.956 0 --- - y5 N118 0 55.956r 0 --- -- - 96 N120 432 8 67856 0 - --- _97__� �__1N122__�_�� 432 O __��__ 7EL956� -� ��O ` . . , _ �� Company : CORE ONE CONSULTING USA Mar 21, 2019 • Designer Fatxmla»Zanam 12:09 AM uS« Job Number : Checked By Model Name : PR35 Joint Coordinates and Temperatures (Continued) / Q8 Label X�� Y�ol Z[i� T�nPi�-_�-g�nox/�um��p= / [ � N124 432 0 1.956 | 0 9g N126 432 --��n 103.956 I 0 ---- � - -- 100 N128 432 n '��---- 115.Q5G --- O -- - 101 N130 432 --- -� 0 1u/y5u0 102 N132 432 - - 0 1�� } 103 N134432 ��--- �--- - 0 ��oe�u 0 104 N136 432 0 0-- -- -- -- 1O5 N138 432 0 175.9560 106 N140 432 _ 0 187.956_- O - - 107 N142 432 0 - 199.956 ----�-- - 108 N112A 234 ------------------� -- -- 0 �U21}44 0 i0Q . N113 198 0 '112.044 --- 0 110 ---------- N114A 234 0 -148.044 - O 11 N115 198 0 -148.044 ---- --' -- --- - - ---� 8�_- 112 ]N11GA 198 0 -11Gl44 0 -- 113 N117 234 0 '116.044 0 ----' --------- 114 N118A _ 1980 -128.044 0 ---' --- 115 N119 198 0 --' '140.U44 U -- 116 W120A 234 0 -----128.O44 0 --��-- �-- 117 N121 234 0 -140.044 0 ---- 118t _N1188 234 0 18. 4 0 -- 11Q 1V119A 198 0 424.044 O 120 _ N120B 198 0 �----- '136.044 --' 0 ---�--- ��--� 121 N121A 234 . 0 -124.044 0 122 N122A _ 234 0 ----- _-136.044 0 - - - Joint Boundary Conditions Joint Label X[k/in] YP/in] Z[k/in] XRoL[k-fVrad] _yRn� ~ =°~'1Ni ___jReauUon Reaction Reaction Reaction Reaction Reaction 2 N13 I Reaction Reaction ReactionReaction Reaction i Reaction 3 N3 Reaction Reaction _R��on | Reaction Rea�onem�on 4 N4 �e��on ReuoUon ReodUon R Reaction Reaction |�� ea on 5 N5 __ ma on | FReaction__� 5 � N6 _ -- - - ------ --- - 7 N12 -- - l - 8N13A --'------ . 9 | N14 10 N15 11 N16 ---- --- ------' 12 N17 13 N18 - -- _ 14 N18 _ _ ----' - - ---- � 15 / N20 16 N21 17 (V22 __ _ -��__ --- ------ -- -- - -- 18 N23 19 N24 �� ----------�- - ------�--/---- �---- 28 N25A --- 21 N26A 22 N27A 7 RkSA'3DVersion 17.0.Z [Ci'LLLL1lll'\PR35equipment mom_3-20'18.r3d] Page 8 . . 1CORE 3 N Company CORE ONE CONSULTING USA Designer Famullaxzumum Mar 21` 2019 12:09~~��- u / wGusAJob Number : Checked By Model Name : PR35 Joint Conditions (Continued) JointLabel Xrk8n] YNdin] XZRo��m,�U_ 23 | N28A ' 24 _ H2)A-__ -- -- --- - -^ - --- -- ^25 ' N30 _ __ ��-- ------ - -- ---------- 28N31 - - - 27 | __- N32 28 N33 -- --�� -- - - -- — -- 29 I_ N34 30 N35 31 N36____� ___ ----- --------------� -- ------- 32 N37 ___ ---- ----- ---- - - --33 N43 34 N44 -- - - -- --'� - N45 ---� 36 N46 - - - 37 N47 ---�---- -- -r - - --' ---- �- �- / | 38 N48 - ---- -- ----' -- 39 N49_ | 40 N50 - ----- --N51 41 | --- -- - - / ---- - - -- -- -- -_-_- 42 N52 -- --' 43 N53 / -- 44 NM -�—� -- -- - -- 45 N55 _-� 46 _ N56- - - - 47 N57 / - ------- - - - - - - -- 48 N58 49 |N59 50 NG0 ____�_�_____� 51 N61 52 N62 53 N63 - - - - 54 N64_- � - ------ - --�- --- -�- ----- 55 / N65 56 N66 ��-- ---------- --------- 58 _m68____— --_ - - - - - 59 N69 / | -- --� - ---�--� - ---�� 60 N70 _ --61 N71 62 N72 ---- - -- - -- --- -- - �- ---/ 63__ N73 64 N74 ------' -----' ---------------------- � 65 N75 66 N76 67 N78R oU -----�-----� -----�---' --- ------ - _ � »» � Reaction Reaction | ReactionReaction R�� 68 Reaction Reaction Reaction Reaction Reaction Reaction 69 / NO3 | -- ^---'- ~~�-- 70 N84_ -- 71 | N86 �-- - _ -- -- 72 N88 - - - - - -- - 73 / N90 - / - - -- '------- - ' ------' RISA-3D Version 17.0.2 [Ci.l.l'LLl.LLl'\PR35equipment noom_3-2O'1Q.r3d] Page 9 � . . �� -�� 'r ��y ��o�u�� Mar�wr"� ��_�F-�[�� _J| �u[~� Designer Famu�xzamam �z�r�`- �== L " ' � us A 12:09 AM Job Number � : Checked By Model Name : PR35 Joint Boundary Conditions (Continued) r��___ Joint Label Z[k�� X��'(��_ vR�1�fmg� Z�oy� _---- N94I-------- ------� � 76 N96 �---- ------------ 77 N981 78 N100 - - --- -- --- -----1 79 2_�__ 80 004 1 N106 [ - _ --- , 82 N108 83 Ni10 ��-'--------' ---- -- -- 84 N112---- �---------��-�-� -�-- -------�--- ------- ---- - - 85 N114 ---- ---- -- - - -�� ---------- 86 N116 ---' -- - -- --- --- ------------------ ' ---- 87 N . ' 88 1 120___ ------- --- -- 89 |_ N122 / 90 N124 91 N126 Q2-__- yJ128 - ----��-' - ---- 93 N130 ---� -�---' ---- - - --- 94 N132 --- ---- -- - -----�--- ---- 95 N134 96 N13 -- - -- ----- AT N138 / -- - - ---- �- - 9B� N --�----- — - - �--�--�---- --�--+- ------- --- AQ N142 _ --- - ---- -- -_' - . Member Point Loads F �n�'�� k�'�� im��.%l . - No Data moPrint... | Member Distributed Loads (BLC 5:BLC 1 Transient Area Loads) _ Member Label Direction Start Magnitude[lb/ft F.pstiEnd*agnitudeftb/f. atart Locatiomjin,%1 End Location[iu,%] 1 | M5 | y -151.5 151 ' .5 198 216 �l 2 - » _-_-`� '3O3 -303 198 --- 216 3 yN1U Y 303 ------- --- 5 M39 Y -151.5 -151.5 0 18 9 M17A Y -151.5 -151.5 198 216 10 M18 Y -303 -303 198 216 12 M20 Y -151.5 ' 13 / M48 � y 1S1 5 198 �'~ - ' -151.5 0 18 14 M49 Y -303 -303 0 18 15 M50 \ -303 --- '3 �-�- 0 --- 18 -- 16 M51 Y ---- -151.5 -151.5 0 18 , l/_L�- M5 Y --__-20.64 -20\G4 0 24 RISA-3D Version 17.0.2 [Ci'LLLLl.11.l'UPR35equipment noom_O-20-1S.r3d} Page 10 . , COREONCompany CORE ONE CONSULTING USA Mar 21,2019 • E L.: i s ,, _ TING _ . Designer Fathullah Zamani 12:09 AM Lj '-'A Job Number Checked By Model Name PR35 Member Distributed Loads (BLC 5:BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[lb/fLF,psf] End Magnitude[lb/f..Start Locationfin,%] End Location[in,%1 18 M5 Y -20.64 -20.64 24 48 19 M5 Y -20.64 -20.64 48 72 20 I M5 Y -20.64 -18.061 72 96 21 M5 Y -18.061 -18.061 96 120 22 M5 Y -18.061 -20.64 120 144 23 M5 Y -20.64 -20.654 144 168 24 M5 Y -20.654 -20.405 168 192 25 M5 Y -20.405 -19.879 192 216 26 M9 Y -20.638 -20.638 0 24 27 M9 Y -20.638 -20.638 24 48 28 M9 Y -20.638 -20.638 48 72 29 M9 Y -20.638 -18.06 72 96 30 M9 Y -18.06 -18.06 96 120 31 M9 Y -18.06 -20.638 120 144 32 M9 Y -20.638 -20.638 144 168 33 M9 Y -20.638 -20.404 168 192 34_1 M9 Y -20.404 -19.935 192 216 35 M10 Y -20.638 -20.638 0 24 36 M10 Y -20.638 -20.638 24 48 37 M10 Y -20.638 -20.638 48 72 38 M10 Y -20.638 -18.06 72 96 39 M10 Y -18.06 -18.06 96 120 40 M10 Y -18.06 -20.638 120 144 41 M10 Y -20.638 -20.638 144 168 42 M10 Y -20.638 -20.404 168 192 43 1 M10 Y -20.404 -19.935 192 216 44 1 M11 Y -20.64 -20.64 0 24 45 M11 Y -20.64 -20.64 24 48 46 M11 Y -20.64 -2064 48 72 47 M11 Y -20.64 -18.061 72 96 48 M11 1 Y -18.061 -18.061 96 -- 120 49 M11 Y -18.061 -20.64 120 144 50 M11 1_ Y -20.64 -20.654 144 168 51 M11 ' Y -20.654 -20.405 168 192 52 M11 Y -20.405 -19.879 192 216 53 M12 j Y -20.638 -20.638 0 24 54 M12 j Y -20.638 -20.638 24 48 55 M12 y - -20.638 -20.638 48 72 56 M12 Y -20.638 -19.348 72 96 7 hA' . r -19.348 -18.069 96 120 7.1"-----Uir2------7 '--•=669 -19.358 171% 59 M12 Y -19.358 -21.9 144 168 60 M12 Y -21.9 -21.53 168 192 61 M12 Y -21.53 -18.268 192 216 62 M13 Y -20.063 -20.063 0 24 63 M13 Y -20.063 -20.063 24 48 64 M13 Y -20.063 -20.063 48 72 65 M13 Y -20.063 -20.063 72 96 66 M13 Y -20.063 -20.063 96 120 67 M13 Y -20.063 -20.063 120 144 68 M13 Y -20.063 -19.358 144 168 69 M13 Y -19.358 -18.926 168 192 RISA-3D Version 17.0.2 [C:\...\ ..\ ..\...1...\...\.. \. \...\PR35 equipment room_3-20-19.r3d] Page 11 . . . ��[ Company oo�o�cow�cnmau� Mar 21. � � �_�t�_JF~-�[�� Designer �amu�»zamam 1z:oeAM` - �=� uh« Job Number : Checked ocxonay Model Name : PR35 Member Distributed Loads (BLC 5:BLC I Transient Area Loads) (Continued) Member Label Direction atpmwaoomuuo[|b/u'F.psf] End magnnwdeDu/E.Startu,mmiom[in.m] End usatinn' -- in�J 70 M13 -18.926 -19.471 192 216 71 M14 Y -20 -20 0 ----��- 216 72 yW1SA Y -20.063 '20.063 024 _73 K416A � Y -20.063 '20.063 24 48 74 M15A Y '20.063 '20.06348 72 75 yN16A _ Y -20.063 -20.083 7298 7G | M15A Y -20.063 '20.063 96 --- 120 77 | �W1S& _ _ '20L083 -20.063 120 144 -1 78 K415A_-- | Y -20.083 49.359144 168 79 K�15Ay -19.359 168 -- �--1Q2 -- 80 K81GAY -18.026 192 ---- 216 --- 81 | M16A i Y '20.637 -20.6370 ---- 24 8� ---mh@� Y -20.637 -��-' --- ------ --- '2&837 24 4{� 83 yW1�A Y -20.637 ---- ��O�G37' 48 72 84 84 .yN16A Y -20.637 -10.348 --�-�-- 72 96 8S M16A | Y -19.348 -18.069 ---- 96120 8G K416A Y '18.069 -19.358 120 -- 144 87 . K41GA | Y '19.358 '21.898 144 - 168 88 M16* _ Y -21.898 '21.G3 168 192 89 � K81GA / �y -21.53 -18.272 --- 192 - 216 90 yW17AY '20.64 -20.64 024 --'- 91 K817A / Y -20.64 20.64 24 � 48 93 M17A Y -20.64 -18.061 72 96 94 M 17A Y -18.061 -18.061 96 120 95 M17A Y -18.061 -20.64 120 144 96 M17A Y -20.64 -20.654 144 168 97 M17A Y -20.654 -20.405 168 192 98 M17A Y -20.405 -19.879 192 216 100 M18 Y -20.447 -20.446 24 48 101 M18 Y -20.446 -20.386 48 72 102 M18 Y -20.386 -19.245 72 96 103 M18 Y -19.245 -19.306 96 120 104 M18 Y -19.306 -20.446 120 144 105 M18 Y -20.446 -20.446 144 168 106 M18 Y -20.446 -20.937 168 192 107 M18 Y -20.937 -21.917 192 216 108 M19 Y -22.562 -20.292 0 24 109 M19 Y -20.292 -20.423 24 48 -20.423 -2a 291 48 72 111 M19 Y -20.291 -20.129 72 96 112 M19 Y -20.129 -21.271 96 120 114 M19 Y -20.156 -20.234 144 168 115 M19 Y -20.234 -20.044 168 192 116 M19 Y -20.044 -17.464 192 216 118 M20 Y -20.665 - 48 �--- 119] M20 | Y _ -21.777 ' [. M20St1 - � ---��--- 12048 72 Y -20.961 -20.96572 _--- --- 96 K82O � 121 y' ��U�98 --�� 'u1�ub ___ �__95 __ __ 12U___] RISA-3D Version 17.0.2 [Ci'L'\.'\.'\'l.l.l.l'K,R35equipment noom_3'2O'1S.r3d] Page 12 • COREONE Company CORE ONE CONSULTING USA Mar 21, 2019 Designer Fathullah Zamani 12:09 AM - � �,. a - I N G U s A Job Number Checked By. Model Name : PR35 Member Distributed Loads (BLC 5:BLC 1 Transient Area Loads) (Continued) Member Labe Direction Stan Magnitude[Ib/ft,F,psq End Magnitudejlbff..Start Location[in,%] End Location[in,%]_ 122 .M20 Y -21.535 -21.557 120 144 123 M20 Y -21.557 -22.017 144 168 124 M20 Y -22.017 -21.298 L 168 192 125 . M20 Y -21.298 -18.981 192 216 126 M21 --- -- - - Y - - -14.918 -14.686 0 24 127 M21 Y -14.686 -15.028. 24 48 128 M21 Y -15.028 -15.276 48 72 129 M21 Y -15.276 -14.665 72 96 130 1 M21 Y -14.665 -14.692 96 120 131 ; M21 Y ...-14.692 - - -15.4 ........ _... ---...------20 144132 ._... 1321 M21 Y -15.4 -15.125 144 168 M21 Y -15.125 -14.659 168 192 134 M21 Y _.._...._____....-_.._=14.659 -14.838192 216 135 M21A ! Y -20.637 -20.637 0 24 136 M21A.._ Y -20.637 -20.637 24 48 137 M21A Y -20.637 -20.637 48 72 138 M21A Y -20.637 -19.348 72 96 139 M21A Y -19.348 -18.069 96 120 140 M21A.. -Y -18.069 -19.358 _ 120 144 141 M21A Y -19.358 -21.898 144 168 142 M21A Y -21.898 -21.53 168 _ 192 143 M21A Y -21.53 -18.272 192 216 144 M22 Y _ -20.063 -20.063 0 24 145 M22 Y -20.063 -20.063 24 48 146 M22 Y -20.063 -20.063 48 72 _ 147 ._.__. M22 Y -20.063 -20.063 72 96 148 M22 - _ i Y _-20.063 --- ..._-20.063 96 __- 120...... 149 M22 Y.__ -20.063 -20.063 120 144 150 M22 - Y -20.063 -19.359 144 ....._-............-_........1 -__......... 68 151 M22 Y -19.359 -18.926 168 192 152 M22 Y -18.926 -_19.467 192 216 153 M23 Y -20 -20 0 216- 154 -...__M24 _.. Y -20 -20 0 --- 216...... 155 M25 Y -20 -20 0 216 156 M26 Y -20 -20 0 216 157 ' M27 Y - -20 -20 0 216 158 M28 Y -20 -20 0 216 159 M29 Y r -20 -20 0 _ 216 160 M30Y -20 -20 ...-_...... _.... _..---....._-------- -- - ---- -...._0--.......__._._...---... 216 ..._ 161 M31 Y -20 - -20 0 216 M32 Y_...- 20 - - _._..... -20 -... 0 216 163 , M33 Y -20 - -20 0 216 164 [ M34 Y - -20 -20 0 _ 216 165 M35 _..... Y.... -20 -20 216 166 M36 Y -19.761 -19.775 0 24 167 M36 Y -19.775 -21.023 24 48 168 M36 Y -21.023 -21.009 48 72.. 169 ' M36 Y -21.009_.. -19.755 72. 96 170 M36 _.. �' -19.755 --- -19.754 _--- 96 _. 120 171 M36 Y -19.754 -21.007 120 144 172 M36 j Y -21.007 -21.023 144 168 173- M36 ...... Y -21.023 I ..._.._ -19.777 168 192 RISA-3D Version 17.0.2 [C:\...\...1...1...\...1...\...\...\...\PR35 equipment room 3-20-19.r3d] Page 13 . � ` . y�-~/�-��-�[�� Company : CORE ONE oownoLnwoUSA Mar o1.zo1y �,^^ �_��__�[-�[�� Designer : Famm�mZomum 12:09 AM ��m c o , Li 5x Job Number : Checked By Model Name : PR35 Member Distributed Loads (BLC 5:BLC 1 Transient Area Loads) (Continued) Member Label Directiondtaumoonmuuw[lmn.F,psf] End maonuuueflmx.Start Luoationfin,f1 EnmuocaounynN 174 K436 Y 49.777 '19.76 192 216 1 | Y -23.075 -29.204 0 24 176 1 M37 Y -29.204 -29.206 24 48 177 | M37 Y -29.206 '28.219 48 72 178 K837 Y -�Q.�1A -28.��3 T� 96 � -- � --- 179 M37 | Y -28.223 -28L224 &G 120 180 M37 Y -28.224 -28.221 120 144 181 M37 Y -28.221 -29.205 __-144 168 182 M37 Y -29.205 -29.202 168 192 183 M37 Y -29.202 076 216 184 YW39 _____ Y___ -19.879 -20.485 0 24 _ 185M39y _ -20.405 -20.654 24 48 186 yW39 Y ____ -20.654 -20.64 48 72 187 &139 Y -20.64 -18.061 72 96 188 M39 Y _ -18.061 -18.061 QG 120 180 m39 Y -18.061 '20.64 120 144 190 Y -20.64 -20.64-2O.G4 144 168-' 191 � Y -20.04 -20.64 168 192192 �� K839 Y -20.64 -20.64 192 218_ _- '7193 K440 Y�� '19.935 -20.404 U 24 1941 K84U Y -20.404 -20.638 24 48 195 Kd40 Y -20.638 '20.638 48 72 196 _ K840 Y '20.638 -18.06 72 96 197 K840 Y '18.06 96 120 198 M40 Y -18.06 _ -20.638 120 144 199 M40 . Y -20.638 -20�63� 144 168 200 W140 `/ � -20.838 -20.838 168 192 201 M40 y` -20'838 -20.638 192 216 202 M41 y 49.036 -20.404 0 24 203 _ M41 _ � y '20.638 24 48 204 M41 �/ -20.638 48 72 205 M41 Y -28.638 '18.06 72 98�� 206 M41 \ -1B.O8 -18.06 AG 120� 207 M41 | Y -20.638 120 144 208 N41 Y -20.638 -28.638 144 168 209_ 2U0_ |v41 `y '20.638 638 168 192 __ 210 |y41 Y -20.638 -20.638 192 216 211 K442Y -19.879 -20.405 0 24 212 M42 Y -20.405 -20.654 24 48 213 213 M42 Y '20.654 -20.64 48 72 214 M42 Y -20.64 ITEM 72 96 215 M42 Y -18.061 -18.061 96 120 217 M42 Y -20.64 -20.64 144 168 2181 M42 Y -20.64 -20.64 168 192 219 i M42 Y -20.64 -20.64 192 216 2201 M43 Y -18.272 -21.53 0 24 221 M43 Y -21.53 -21.898 24 48 222 M43 Y -21.898 -19.358 48 72 223 M43 M*3 , -/u.onm '/uvnv __-72gn 224 M43 Y -18.060 -19.348 96L 120 ft, COREO Company : CORE ONE CONSULTING USA Mar21,2019 t 1 Designer : Fathullah Zamani 12:09 AM 1 L u N G U S A Job Number Checked By Model Name : PR35 Member Distributed Loads (BLC 5:BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[Ib/ft,F,pst] End Magnitude_jlbff_,Start Location[in,%1_End Lo cation[in,%o]_ _226 M43 Y -20.637 -20.637 144 168 227 M43_.. Y -20.637 -20.637 168192 __- 228 M43 Y -20.637 -20.637 192 __._.. 216 1 229 _ M44 Y -19.467 -18.926_ _ 0 24 230. M44 Y -18.926 -__ _19.359 24 48 231 M44 -_ Y -19.359 -- -20.063 48 72 232 _ M44 Y _ -20.063 -20.063 72 96 233 _ M44 Y _-...__-20,063__... -20.063 - 96 120 234 __ M44 Y - - _...-__ _._ -20.063 -_---__ -20.063 120 144 M44 J Y -20.063 -20.063 144 168 236_ M44 Y -20.063_- -20.063 168 192 237 M44 - Y -20.063 -20.063 192 216 238 M45 Y -20 -20 0 216 239 M46 Y -19.471 - -18.926 0 24 240 M46 Y -18.926 -19.35.8 24 48 241 M46 _Y _ -19.358 -20.063 48 _ 72 242 M46 Y -20.063 __ -20.063 72 96 _ 243-- M46 --_- Y -20.063 -20.063 96 120_- , 244 M46 Y._- -20.063 _ _ -20.063 120 144 245 M46 - Y __ -20.063 -20.063 144 168 246 M46 I Y -20.063 -20.063 168 192 247 M46 Y -20.063 -20.063 192 216 Y 248 M47 _._ _...-- ------ - _.. -18.268 _ -21.53 0 24 249 M47 Y -21.53 -21.9 24 44 250 M47 Y -21.9 -19.358 48 __ 72 251 M47 Y 1.9.358 -18.069 72 96 252 M47 1V - -18.069 -19.348 96 120 253 M47___..._ Y._. -... -19.348 ._......- -20.638 .......... ......_.__ 120.._.._..- 144 254 M47 Y - -20.638 -20.638 144 168 255 -_.._M47 Y - -20.638 -20.638 168 192 256 _ M47 ___M47 - Y -20.638 -20.638 _ 192 216 257 M48 Y -19.879 -20.4050 24 258 M48.._- Y -20.405..... -20.654 24 48 259 M48 Y -20.654 -20.64 48 72 ' 260 -_. M48 Y -.._.. -20.64 -18.061 -._..-.._72 96 261 M48 ' Y -18.061 -18.061 ---..---- 96 120 262 M48 _ Y -18.061 __ -20.64 120 144 263 M48 Y - -20.64 -20.64 144 168 264 _ M48 Y -20.64_....... -20.64 -........_.168 192_........ 265------_ M48 Y _........ __ ---20.64 -20.64 192 216 266 M49- - - Y ..._. -21.917 20_937... -- 0 24 M49 Y -20.937 -20.446 24 48 268 M49 Y - - -- - - -20.446 -20.446 48 72 269 M49 Y -20.446 -19.307 72 96 270 M49. Y -19.307 -19.245 96 120 271 __ M49 Y -19.245 -20.384 120 144 272 M49 Y -20.384 -20.446 144 168 - 273 M49 Y -20.446 20.447 168 -192 274 __M49 Y_ _ -20.447 -20.449 _ ___ _ 192 216 275 _M50 _ Y __ _ -17.471 -20.078 0 24 276 M50 Y -20.078 -20.259 24 48 277- M50 j Y _--- -20.259 -20.159 48 72 RISA-3D Version 17.0.2 [C:\...\...\...\...\...\...\...\...1...\PR35 equipment room 3-20-19.r3d] Page 15 . . . . 7,011 , C,OR[~DNE Company : CORE ONE CONSULTING USA Designer Fomullahzamem Ma,21`- 2019 12:09 AM L. o wGuS A Job Number : Checked By Model Name : PR35 Member Distributed Loads (BLC 5:BLC 1 Transient Area Loads) (Continued) Member Label Direction ��[lb/ft,F,psf] s� Magnitudep/f..Start Location(in,rW Enduocao. m% 278 yW60 1 Y -20i159 _ '21.27372 96 270 � M50 '21.273 _2U�13i ----� 96 120 280 M50 -2O131 _- � '20.203 120 144 281 / _ M50 _,y_ -20.293 __ -20.425 --- 144 168 282 _ K850L _� Y_ -20.425 '2(l2G3 168 192 283 M50 �T�� Y� -20.203 '22.467 �------ 192 --- 216 �-- 284M51 Y -19.387 -20.7380 � 24 285 K451 , Y '20.738 '20.958 2448 286 M51 Y -2DQ58 -21.494 _ 48 -- 7� 287 M51 Y -21.494 -22.496 - 72 - - - - � ----�--' ----_.~' 96288 M51 Y -2�l4QG ---- '21.281QG 120 289 M51Y _ -21.�81 �� - -20.741 120 ----- 144 290 M51 Y -2(l741 _ -20.402 144 --- 168 291 M51 Y -2U�4O2 � -2U�33G 168 ------ 192 292 M51 }' _ -20.336_ -22.256 �--- 1Q2 --- 216 293 M52 Y '14 �852 '14.69 0 24 294 M52Y -14�6Q __ _ -15.155 --- 24 48 295 K452 Y 45.155 _15.403 48 72 -� 296` _ M52 Y _ -1�i4U3 -14.881 72 96 297 M52 / Y _ -14.881 -14.685 QG 120 298 yW52 Y '14.685 -15.13 120144 299 '-_ M52 , y -15.13 -15.266 144 - 168 300 K852 Y ,15.206 -14.691 168 192 M523O1 i Y '14.691 '14.iO4 192 -- 216 302 _ M53 Y -18.268 -21.53 0 24 303 M53Y ___ -21.53 '21.9 24 48 304 K853 | Y -21.9 -19.358 __ 48 72 305 M53Y4��58 '1OJ�Q� 7�- ' 96 --- 306 M53Y -------- -------~~^ __ _ __ ___ '18.069 -19.348 96 120 --- 307 M53 | y 10348 '�UG38 12U - - - ' � 144 308 M531 � __- Y 0l838 '20.638 144 168--- 3UA� M53 _ | Y -20.638 -20.638 168 �--- 192 310 M53 Y --� �---- --- --� -- ' 0.638 -2KG381A2 �1G 311 M54 Y __'1A.471 __ '18.926 0 24 312 M54y -18.926 -19`358 24 48_48- 313 / M54 Y '10�358---- -20.063 --- - - --- ---- ---� -'-- 8472 314 M54 Y -20.063 '20.063 --� 72 96 ----' 315 | __ �4g4 Y -20.063 -20.063 - 96 - 120 | 316 N54 y' -20.063 -20.063��O.0G312O- - 144 ~ 317 M54 Y -20.063 -20.063 - �1 � 168 � M54 Y ---- � � --- --- -----�---701.tt 3 -20. '- 003 1S8__� 192 319 M54 Y -20.063 -20,063 192 21 --�--- 320 M55 Y -20 -20 0 216 - 321 M56 \' '20 -20 ---�� --- --- 0 216 ] 322 __ M57Y -20 -20 ---- O 2iG 323 M58 ' Y -20 -20 0216 324 M59 Y _ -20 _2U 0 216 - 325 | K �) Y -20 '20 ---� U 216 326 K»G1 Y -20 -2 > Q^ --��---- 216 327 M62 Y -2O -20 0 ��--��--- --- -- - _�-�G� 328 M63 Y '2U -20 0 --- 216 329 M64 y �2O -2U -- - ---- ---_' {> 216 RISA-3D Version 17.0.2 [Oi..\.'\.'\...LLl..\'l'\PR35equipment room_3-2U-1Q.r3d] Page 16 . . . ��[� l�� Company : mz�m�oow�cnwau� �r�.�1e �� i_��_�[-�[� ]| ��[�� Designer : rmxu�xzamam 12:09 AM -dodiiiiii us A Job Number : Checked By Model Name : PR35 Member Distributed Loads (BLC 5:BLC 1 Transient Area Loads) (Continued) Member Label Direction .F.psf] End Mmgnitudeflb/E.StartLunatkmpn,9@ End Location[in,%] 330 W1S5 `� ]_ -20 '20 0 ' 216 ___ 331 M66 Y -20 -20 0 216 332 K867Y -20 -20 0 216 ----- --- - 1 333 M68 Y -19i761 '19.776 0 24 334 M68 -19.776 '21.023 24 48_____ 335 M68 � y _21.023 -21.009 48 72 336 M68 _ y -21.009 -19.755 72 96 337 337 N68 \' -19.755 754 96 128_' 338 M68 Y -19.754 -21.007 120 144 339 33Q Y '21.087 '21.023 144 168___ 340 M68 y -21 -19.777 168 192 341 yW68 Y 10.777 -19.78 192 216 342 y69Y 5 -29.204 0 24 343 K869 Y -29.206 24 48 344 Y -28`219 48 72 345 K869 Y -28.219 -28.223 72 96 346 _|N69 Y 8.224 96 _ 120__� 3471 M60 8.221 120 144 348 K468 Y -28.221 9.205 144 168 349 K460 | Y '29.205 29.202 188 192 350 � K869 y -29.202 23.078 192 216 1 Member Distributed Loads (BLC8:BLC 2 Transient Area Loads) _ wombo,Lab� -_D�u�No -'SStq�Lopg|ouUo�QJ��8m�m�@- 1 M5 -41.279Nit -41.279 O 24 2 85 Y z41.279 -41.379 24 48 3 I ---_-M5--_ Y '41.278 '41.279 48 72 4 M5 Y '41.279 -36.123 72 gG__ 5 M5 y '36.123 96 120 6 _1N5 Y '36.123 -41.279 120 144____ 7 M5 1.279 '41.308 144 168L___ 8� ___-K85 Y -41.308 -40.81 168 192 9 M5 _-_Y`-__ -89.758-__ 192 216 1O_I �MS Y -41.2760' ��[___ 11 � 1y9 T Y -41.276 -41.276 � . 48 12 1y9 / -41.276 -41.276 48 72 13 0 Y _41.27G -36.12 72 gS___ 14 M9Y _36.12 -36.12 96 120 ' 15 M9 Y -36.12 -41.276 120 144-__' _10|_ K89 l' -41.276 -41.276 144 168 17 K89 Y -41.276 | -40.807 168 192 18 M9 y` -3g�T 192 216 � - _--_+ � 1Q Y -41.276 -41.276 0 24 , 2OYW10 ,y -41.276 -41.276 24 48 21 YW10 .276 -41.276 48 72_ 22 yW10y -36.12 72 96 23 K810 . ] y -36.12 -36.12 96 120 24 K810 y' -41.276 120 144 25 M10 | Y '41.276 -41.276 144 168 26 K810 Y -41.276 -40J807 168 ��'192 27 M10 Y -40L807 -39.87 192 216 ��' CORECompany : CORE ONE CONSULTING USA Mar21,2019 C Designer Fathullah Zamani 12:09 AM u S A Job Number Checked By. Model Name : PR35 Member Distributed Loads (BLC 6:BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[Ib/ft,F,psf] End Magnitude[Ib/f..Start Location[in,%] End Location[in%] 28 M11 Y 1 -41.279 -41.279 - 0 24 29 M11 Y -41.279 -41.279 24 48 30 M11 Y -41.279 _ -41.279 48 72 31 M11 Y -41.279 -36.123 72 96 32 M11 Y -36.123 -36.123 96 120 33 M11 Y -36.123 -41.279 120 144 34 M11 Y -41.279 -41.308 144 168 35 M11 Y -41.308 -40.81 168 192 36 M11 Y -40.81 -39.758 192 216 37 M12 Y -41.275 -41.275 0 24 38 M12 Y -41.275 -41.275 24 48 39 M12 Y -41.275 -41.275 48 72 40 M12 V -41.275 -38.697 72 96 41 r M12 Y -38.697 -36.138 96 120 42 _ -M12 Y -36.138 -38.716 120__...___....._.__._ 144 - 43 M12 Y -38.716 -43.799 144 168 44 M12 Y -43.799 -43.061 168 192 45 M12 Y -43.061 -36.535 192 216 46 M13 Y -40.126 -40.126 0 24 47 . 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M16A Y -43.061 -._ -36.544 192......._-.._..._ 216 74 M17A Y -41.279 -41.279 0 24 75 M17A Y -41.279 -41.279 24 48 76 M17A Y 41.279 -41.279 48 72 77 M17A Y -41.279 -36.123 72 96 78 M17A Y -36.123 -36.123 96 120 79 M17A Y -36.123 -41.279 120 144 RISA-3D Version 17.0.2 [C:\...\...\...\...\...\...\...\...\...\PR35 equipment room 3-20-19.r3d] Page 18 _• CORE NE Company CORE ONE CONSULTING USA Mar 21, 2019 Designer Fathullah Zamani 12:09 AM NG USA Job Number Checked By. Model Name : PR35 Member Distributed Loads (BLC 6:BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Magnitude[Ib/ft,F,psf] End Magnitudejlb/f..Start Locationjin,%o] End Location[in,%]_ 80 M17A Y -41.279 -41.308 1 144 168 ] _. 81 M17A I Y -41.308 --... -40.81 168 ... 192 82 M17A Y -40.81 -39.758 192 216 83 M18 J Y -40.899 -40.894 0 24 84 M18 Y -40.894 -40.892 24 48 85 M18 Y -40.892 -40.771 48 72 86 M18 Y -40.771 -38.491 72 96 87 M18 Y -38.491 -38.612 96 120 8M 18 Y -38.612 -40.892 120 144 - _.. -....__ _ 89 ; M18 Y -40.892 -40.893 144 168 90 M18 Y -40.893 -41.874 168 192 91 M18 J Y _ -41.874 -43.835 1.92 216 -45.124 -40.583 0 92 M19 Y24 93 --------- M19 ------Y --------- ---- - ._-40.583 -40.847 24 48 - 94 M19 Y -.._ _..--- -40.847 -40.582 48 -....... 72 95 , M19 I Y -40.582 -40.258 72 _ 96 96 M19 _Y _ _ 40.258 _ -42.543 _ 96 120 97 __ M19 __ -42.543 -40.312 120 144 98 M19 ____Y __ -40.312 -40.469 144 168 99 I M19 j _V -40.469 -40.088 168 192 100 M19 1 Y -40.088 -34.929 192 216 101 M20Y. -35.872 -41.33 0 24 102 M20 Y -41.33_ _ _-43.554__ 24 48 103 . M20 Y -43.554__ -41.922 48 72 104 M20 Y -41.922 -41.93 72 96 105 M20 Y -41.93 -43.069 96 120 ,106 -- M20 Y -43.069 -43.114 120 144 107 -_........ 20 Y ...... -43.114 -44.034 _... -... 144 168........ 108 M20 Y -44.034. -42.597 168 192 109 M20 Y -42.597 -37.961 192 216 110 ._ _ M21 Y -29.837 -29.373 0_._ 24 _111_ M21 Y -29.373 -30.057 24 48 --- 112 M21 Y -30.057 -30.552 48 72 113 M21 Y -30.552 -29.33 72_ 96 114 M21 Y - -29.33 -29.384 96 120 r 115 _M21 Y -29.384 -30.799 120 144 116 M21 Y - -30.799 -30.25 144 168 117.; M21 Y -30.25 -29.318 168 192 118 M21 1 - -29.318.....__ ........... _._ _.-... -29.675 192 216 ,..... 119 M21A 1 Y -41.275 -41.275 0 24 120 M21A Y ........ -41.275 41.275 24..... 48 121M21A _ - Y -41.275. -41.275 48 - 72 122 M21A Y -41.275 - -38.697 72 96 123 M21A , Y -38.697 -36.138 96 120 124 M21A Y -36.138 -38.716 120 144 125 M21A _ Y -38.716 -43.797 144 168 126 M21A 1 Y -43.797 -43.061 168 192 127 _ M21A Y_..._ -43.061 -36.544...._ - ----- ... _.. _......----....._.192... 216 128 M22 Y -40.126 -40.126 0 24 129 M22 _Y -40.126 -40.126 _ 24 48 . 130 M22 __ Y _ -40.126 -40.126 48 72 131-....._-. M22 Y_... -....... -40.126 _...... -40.126 _ 72 96 1 RISA-3D Version 17.0.2 [C:\...\...1...\...\...\...\...\...\...\PR35 equipment room 3-20-19.r3d] Page 19 . . . ��[� Company : co� o�com��wau� Mar 21,�� k_��_JF-�[�� Designer : pammwxZomam �z�onAM ` - -iii&,, u S« Job Number : Checked By Model Name : PR35 Member Distributed Loads (BLC 6:BLC 2 Transient Area Loads) (Continued) Member LammDirectiona�anmm��ua[|mu.p.p� s,�M��|u�.at��c�xm�.%1 s��o��in�l 132 M22 M22 � Y - -4O� 128 _4Oi2G 96 120 -�� _ �_�___ � - 133_,_ K822 / -40.126 '40.126 120 144 ' 134 M22 Y -4O.126 -38.7i8 144 168 135 M22 _1 Y '38.71Q -37.852 168 _ 192 136 __ M22 Y` -37.852 '38.934 192 216 137 | M23 Y _ -40 -40 0 216 / 138 M24 y -40 -40 0 216 ___ 139 M25 |__ Y -40 -40 0 218_-___ 140 K826 Y -40 -40 _-_ �-_U216_ 141 M27 Y -40 -400 216 142 _ M28 Y _ ___ -40 -40 0 216____' 143 M29 1 Y -40 -40 0 __ 216 144 M30 Y -40 -40 O 218 1451___ K831_ I Y -40 -40 0 216 __ 146 M32 I Y -40 -40 U__- 316L____ 147 M33 | Y -40 -40 0 216 148 M34 Y -40 _ -40 U 216 149 K435 Y _._ __ -40 -40 0 216 150 K436 _Y' -39.522 -39.55 U 24 151 K83G Y '39.55 _ '42.O45 24_ 48 152 K836 _ Y -42.U45 -42.018 48 -- 72 153 Kd36 Y -42.018 -39.51 7296 1�_ M36 Y -39.51 '39.508 96 120 155 yW36Y __ -3��5U8 -42.014 120 144 15G M36 / Y -42.n14 -42.046 144 ---- 168 157 M36 Y -42.046 '39.5531681921G8 yW88 f -39.553 '39.519 ____-- 192 _ ---' 216 159 Y -4G.15 -58.407 0 24 160 M37 Y -58.407 24 48 161 M37 | y -58.411 '56.437 4872 M371{2 �7 Y '56.437 '56.446 72 - 06 ____ 1G3 M37 y` '58.446 -5G.447 96 120_____ 164 M37 Y -56.447 -56.441 120 1G5_� M37 Y -56.441 -58.41 144 168 166 M37 Y -58.41 '58.404 168 1{92 167 I M37 Y '68.404 '46.153 192 216 i88 � M39 Y '3Q.758 -40.81 0 24 180 � yW39 Y -40.81 -41.308 24 48 | 17O M39Y __-41�3O8 ��1.278 48 72 171 / M39 T- Y --' -- ---' --- -------' �M�270 -_-��6�12372 96 w��`-�-- -��----- --��-- -----� --- �---- � --�� .... M39 � '36.123 96 120 173 yN39 Y _ -30.123 '41.279120 144 174 yW � 3g ____y'� -41.279 __.-41.270 144 ----� 1E8_ -- 175 M39 I Y -41.279 168 192 I 176 M39 Y -41.279 192 216 177 _ K440 -39.87 '40.807 24 178 M40Y ----- -40.807 -41.276 24 48 -- i70 / M40 / -41.276 ' -41.276 48 72_� 188 M40 Y -41J270 -36.12 72� _ 8G 181 M40 Y '36.12 '38.12 _ 96120___ _i82__ M40 Y -36.12 -41.276 120 144 183 W140___ __-_-,y_� 1_-__��-41`27G -4i.276--_�� 144 _�� -�1�G8_��_ ' .. , ��C� Company : ��O�cow�olmeu� �,m �1e �o k__,k_��-l[�� Designer p�hu�hz�n�m 1exmAM `- -.=L, u EA Job Number : Checked�ooxou8y Model Name : PR35 Member Distributed Loads (BLC 6:BLC 2 Transient Area Loads) (Continued) Member Label Direction auartMaQcituue[|mn.p.psf] End Magnitude[|ut.atart Lucatmm[in.%lsnd Locaoonfiu,%l 184 M40 Y -41.276 -41.276 168 1Q2 185ly 4127G '-- ",�u � _41.37G1Q2 21G 186 _ M41 Y -39.87 '40.807 0 ----- 24 187 | M41 Y '40.807 -41.276 24 - 48 1B8 M41Y -41.376 -41.276 48 72 | --- 189 K441 � Y -41.276 --' -36.12 72 96 �- 190 M41 Y -36.12 '36'12 �-- 96 120 191 M41 � Y -36.12 -41.276 128144 192 M41 Y 41.276 -41.276 144 1681Q3 / / Y -41.276 -41.276 168 1Q2 - 194 M41 Y -41.276 -41.378 192 216 -- 195' M42 / Y '3Q.758 '40.81 ---- 0 ---�- 24 196 M42 y -40.81 -41.308 --- 24 48 -- 197 M42 / '41.308 -41.279 ---48 ------ 72 198 K842 Y -41.279 -3G123 ��--72 �--- 8G --�� 199 | M42 Y -36.123 '3G.123 96 --- 120 200 M42 Y '88.128 '41.279 120 144 201 / M42 'y -41.279 ,-- -41.279 144168 202 M42 Y '41.279 -41.279 168 192 -- 203 M42 Y '41.279 '41.279 192 216 204 M43 Y -36.544 -43.861 024 206 K843 y -43.061 '43.797 24 48 206 M43 Y '43.797 - -38.716 48 ---- 72 207 W143 Y ' -38.716 -36.138 72 96 208 M43 / -36.138 -38.697 96 120 209 � M43 --� Y' -38.697 -41.2751�U 144 210 M43 Y -41.275 -41.275 144 188 211 M43 �1.27 ��5 1G8 192 212 M43 Y -41.275 -41.275 --- 1S2 --- 218 213 / M44 Y '38�A34_ '37�85� --� -��-- 0 24 214 M44 y` -37.852 -38.719 24 48 215 | M44 �~ _ -38.719 -40.126 ��- 48 ---� 72 --] 216 M44 y _ ��0'126 z4{\12G 7� -�� ---' 96____- 217 M44 y -40.126 -4O12S 96 120 218 M44 Y -4(l120 -40.126 �� 120 144 -- 219 M44 / _40.126 -4&12Q 144 168 -- 220 M44 Y -40'126 -48.12G 168 --� 192 221 | M44Y -4U.128 -40.126 192 216 222 M45 0 216 223 M46 Y __ __- 24 '�i*'--^'��°�»«w� _-3�717___ 24 48 225 M46 Y -38.717 -40i126 48 72 226 M46 _ Y '40.126 -48.126 72 96 227 yN46 y -40.136 -40.12696 120 228 M46 Y �4�12G _ -4O�13G -- 120 144 1 / --- ---� _ 229. 1N4G Y -40.126 -40.126 144 ----� 168 230 K44GY -40.126 -4U.126 168---------- -----iA2 231 | K46 � Y '4O.128 '4U.126 |Q2 216 232 M47 Y -36.535� -43.061 ' 0 24 233 M47 Y _ -43.061 -43.799 ---- 24 48 234 1 -38.716 - / N�7 Y -437g8 3871S 48 -�� ' - ' 72 235-23l�_' M4/�-_-_�� Y_-_ J -ao.T16-_��---�|�_-3Gj3B .72---�� ---- 9G--� -| . , . � � �� C�� .. Company : C��c��U�o�mn�n� p�xu�n�mam ��`�m 12:09 AM � o u m � us A � wumuo : Checked By. Model Name : PR35 Member Distributed Loads (BLC 6:BLC 2 Transient Area Loads) (C Member Label Direction ��o �uwD��.p� End M��e��.��4`��@um| End��o��,� 236 | M47 Y -36.138 -38.69796 120 | 237 M47 Y -38.697 -41.275-41.27S ---� 120 --- --- 144 - 238 M47 Y -41.375 �4i.275 --�--�-144 1m8 239 M47 Y i - -----~^�� -_-_- -41.275 �4 ��75168 192 240 M47 Y -41.275 -41.275 192 �6 241T M48 ---- -�----- �---- Y '39.758 -40.81 U24 242 M48 y -40.81 '-41 3OO 24 -- ---- ��-- 48 243� M48 y -41.308 41.270 48 72 244 M48 .Y -41.270 -36.123 __ - 7296 245 M48 y -36.123 -36.123 96 --�� 120 246 M48 Y -36.123 -4127Q 120 --- ---' r -- ' 144 247 W148__. Y -41.279 �N��7A --- 144 168 248 M48 y -41.279 -41.279 �--� --- --- 168 192 249 M48 7 , '41.279 |.2S 192 216 250 W49 Y 4��5 -41.874 0 ---�� 24 251 M49 | Y -41.874 -40.893-4O.803 24 48 252 M49Y -40.893 -40.892 48 72 253 M49 | Y -40.892 '38.614 7296 254 M49 Y -38.614 '38.491 QG ---- 120 255 K449 Y -38.491 '40.760120 144 ---| 256 M49 Y ~40.769 -40.892 � 144 168 257 M49 'y 40.892 -40.894 168192 258 258 M49 � -40.894 -40.899 192 - - 216 289 M50 Y -34.941 -40.158 0 24 260 K850 Y -40.156 '40.518 2448-- 261 M50 Y -40.518 -40.318 48 72 262 K850 Y '40.318 -42.547 73A8 263 M50 � -40.262 Q6 --� ----- ---� t2O 264 M50 Y -40.262 -40.586 120 --- 265144 | M50 Y -40.586 -40.85 144 168 266 M50 Y -4 ---- O.� 40.526 168192 267 K850y -40.526 -44.Q35 192 --- 216 268 268M51 y -38.�5 -41.476 - n �� 269 M51 y -41'476 / '41'916 -------- ---------- 2448 270� M51 Y -41.916 48 ---72_____ 271 M51 Y -42.987 -u4. �2 �---- 72 ----- QG 2%Z M51 Y -44W9� -4�582 --- - - -__ . ` 96 120 273 | K851 y` -42.582 '41.483 120 144 274 M51 y -41.483 -40.804 144 168 275 M51 Y 40.804 -40.672 168 1� � ��7� ----- � �/o� »x � � 2 -44`513_ _ �192 277 � M52 Y -29.704 -29.379 0 24 278 � M52 Y _29L379 '30.31 24 --�� 48 279 M52 Y | -30`31 -30.806 48 72 280 K452 y -30.806 -29.763-2S.7G3 72 96 _- 28/ _ M52v / -29.763 '29.371 96 l2O 283 M52 Y -29.371 -30.26 ----� 12D 144 283 52 _^_--- Y -30.532 144 168 1 284 I K852 `y -30.532 -29.381 168 �---�--��--- . --- YS� � 2f� � M52 Y 203O1 ---��-- --� ---- ' . '28.208 192 216 286 M53 Y -36.535 -43.061 0 ---�---- 24 |287 M53 y -43`061 -43.799 | _ 24 48 RISA-3D Version 17.0.2 [Ci.l'LLLlll.l'UoR35equipment noom_3-2O'1S.r3d] Page 22 ' ^ . . ��[� Company � CORE ONE cow�cnmau� �r� �1s �. k_��_JF-�[�� oo �po, � muxu�o�omam 12 oeAM `- ...wmk* u s Job Number Checked By Model Name PR35 Member Distributed Loads (BLC 6:BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Magniiljde[lb/ft,Fpsfl enum$m�1mdn{/��.otmuu,m�mm[m`%JEnd ux��mKin,%l 288 K863Y Q '38.716 _4B 72 289 28A | M53 ' Y j �KL71G f '3G.138 72 96 290 M53 Y , -36.138 -38.697 96 120 291 | M53 Y -38.697 '41=275� 120 144 292 M53 Y -41.275 -41.275 144 168 293 M53 Y -41.275 168 192 2942 M53 y -41.275 --� -41�275 192 216 -1 -- - 295 M54 Y _88/942� -37.852 0 24 296 M54 Y, -38.717 24 48i_� 297 M54 Y -38.717 G 48 72 298 YW54Y -40.126 -40.126 72 96_ 299 yW54 | Y -4O.126 -40.126 96 120 300 M54 Y -40.126 -40.126 120 144 301 M54 Y -40.12G -40.136144 168 302 M54 Y -40.126 -40.126 168 ---� 192 303 M54 Y -40.126 -40.126 192 216 304 K855 Y -40 0 216 305 M56 Y 0 -40 0 216 306 yW57 Y -40 -40 U -_-216__ W158 Y -40 -40 0 216 _3O8 | M59 Y -40 0 216 309 � K880 y -40 -40 0 216 310--_-_ yW61 /` � -40 -40 0 216 311 yW62 Y -40 -40 _ 0 216 312 yW63 Y` -40 �4U 0 216 --�-�� 313 M64 1 Y -40 -40 0 216 3141m65Y -40 0 216 315 1M66y_ -40 0 216 316 K467 Y -40 0 216 317 M68 Y -39.522 -39.55 0 24_ 3181 �� M68 `� __-------- '39.55 -42.845 24 48319 yW68 -42.045 '42.U18 48 72 320 K868 1 Y _-39'51 S8__- 321 M68 `/ -39.51 -39.50896 120 322 M68 Y -39.508 -42.014 ---- 120 --- -------- 144 323 yN68 y -42.014 -42.046 144 168__ 324 K468 Y -42.046 -39.553 168 192 325 K888 y '3Q.553 -39.519 192 216 326 M69 Y -46.15 -58.407 0 24 -58.407 -58.411 24 48_� "��-- .y` � -�� 6.437 -"--- - '72�� 329 K69 Y -56.437 '58.446 72 90�� 330 W169 y -5G.448 -56.447 96 120 331 � iN69 y {6i447 '56.441 120 144 832 M69 Y -58.41 144 168_____ 33 M69 y ____ -58.41_ '58.404 168 192 ,]34xx@g Y '58.404 -46j53 192 216 RISA-3D Version 17.02 [Ci'\.'\.'\.'\'l.l.11'UPR35equipment room_3-2O-1Q.r3d] Page 23 ~ . ` /--~/�-�F-�[� Company : CORE ONE CONSULTING USA Mar 21,2019 *� k��k�-�[--1[� Designer : Fumv�o �amam 1z:m*AM `_m�u us^ Job Number : Checked By Model Name : PR35 Member Area Loads (BLC 1 • Self Weight) Joint A Joint B Joint C Joint D Direction Distribution woonmuue[�fl N29L N28 N26 � YTwo Way -�- -303 _2 N113 N115� N114A N112A--- Y Two Way -303-- 3 N1 N3 N80 N78 Y A'B | '20______ Member Area Loads (BLC 2: Service Live 1) Joint aJoint BJoint C Joint D Direction Distribution |mme[psf] 1 | -N1 N3 N80 IN78 YA-8 [ '40 Envelope Joint Displacements Joint XUn] LC Y D»] |LCLZlinj Rotation l`.4C Z Rotation[=.4C 1 Ni 0 74 / 0 74 { 71 0 174 f 0 74 0 74� | min J 0 1 } 1 0 1 0 � i 0 1 0' 1 3 N13 max max| 8 74 | O 741 0 . 74 | 0 l74| 0 74 0 74 4 _ min } 100 1 0 1 0 1 0 1 _5 / N3maxl 0 | - 0 74-� 0 74 | 0 74 <) 74 0 74 6 min 0 1 V 1 0 1 0 1 O_ 1 0 1 7 _ l44 _ max 0 _ 74 gL | 74 O 74 __.8 | 74 / 0 _ 74 0 74 8 _ min 0 1 0 1 0 1 0 1 0 1 0 1 Q N5 _ max .054 72 I `02 66 0 171 3.502e-84 50 7.115e'05 72 0 74 10 min -.054 541 -.123 39 U 52 6.584a-06 63 -7.114e-05 54 01 11 N6 mex| .054 72 -.046 69 0 69 6.868m-04 50 8.883e'05 72 0 -- 74 12 _ _ min `054 54- `26 39 O 51 1.052e'04 63 -8•883*-0564 0 1 13 N26 max .073 | 72 .O4 GQ 1.198e-03 50 1.919e-04 72 '1.385«-03 72 14 min .436 39 -`0488. -1.91*a-04 54 -9.223e-03 39 15 max `U73 66 .04 69,11.198e-03 50 1.919e 4 72 9.223e'03 50 16 min -.054 54 | -.435 39 -.04 5112.006e-04 63 '1-e1*e�w 54 1.385e,03 66 17 | N28 max� .047 72 -.066`U66 . 71 _`04 6911.198e-03 50 1.019e-04 72 '1•38*«*3 72 18 min -.047 54 -.392 39 -.U4 51 2.008o-04 63 '1-919e-04 54 -9.223e-03 39 19 N29 max .047 72 1 -.066 67 _ .04 GQ 1.198o-03 50 1.019a'04 72 9.223e-03 50 2O min -.047 54 -.392 39 -.04 51 2.006e-04 63 _1.919u*4 54 1.385e-03 66 21 | N12 max .052 _ 72 -.019 66 0 '7114.92e-04 50 1.544e'04 72 0 ' 74 22 min -.852 54 -.118 3Q 0 52 7.887e-05 63 -1.544e-04 54 0 - 1 23 N13A max] .052 72 `U45 69 0 69 9.951e-04 50 1.725e'04 72 U 74� 24 min -.052 U5� 54 24A 39 0 51 1.633e-04 G3 � 7»a«�w 54 �- ` -. ' � { 1 25 | N14 max .05 72 -.018 166 0 7116.211e-04 50 2309e'84 72 _ 0 / 74 26 | max .043 7 .035 691 0 69 '.'--- ~` 50 3.802e-04 72�-� 0 74 36L min -.043 54 -.196 391 0 51 3.055e-04 63 '3.e02»*4 54 0 1 37_L_ N20max[ .038 72 -.01366 0 7118.938e-04 50 4.252e-04 72 0 7438 _ min -.038 54 -.081 54 0 1_. �39_L N2,_ �[max_�.u3u_L/2l-_-,V3] 1u9l��'V-___ 6*91I.uo2e-OJ. 50_4.386e{4�72-.-__0 ��l74 - . , . 17 COR[ONE o��k�po,x Fa�m�uliaoxmzEamoa�m �� n�' 2019 12:09 AM�= TING USA Job Number : Checked By Model Name : PR35 Envelope Joint Displacements Joint X On] LC ym LC Z ^�Lv ��e��mn 40 54 172 39 - ---- ~ ' . -� 0 u .346a-04 63 -*-auso�^ 8 1 � 41 N22 max. �32 72 • `0i1 66 0 71� 9.335a-04 50 4.611a-04 54 0 74` 42 min -.032 N�� -.069 39 0 52 1.499e-04 63 -4.61 1e-04 �54== 0 1 1 _43 'N23_-_- maxi .032 72 -.O27 69 0 69 1.971e-03 50 4.702e'04�� 0 74 44 � min -.032 54 `147 39 0 51 3.522e-04 68 -4.702e-04 54~~~� 0 1 45 . N24 max/ .027 72 -.009 66 0 / 71 9.413a-84 50 4J78a'04 O 74 46 min `O27 54 -.057 39 0' 52-1511e-O4 66 -*.77aaew 1 47 N25A/ max- .027 72 `022 69 0 1901e-03 50 4.782e-04 0 74 48 0�� -.027 54 -.121 39 O -5-1_13.571e-04 87 7auwfw ~ ===� _�^ O i 49 N26A .021 72 -.007 �� -8 715O4 -- �-- . .-�^ 19.133e-04 *�� a-u4 0 74 50 min -.021 54 `O45 39 0 -- 52 1�4G7a-O4 66 -*-7a»a�wffl 0 1 51 N27A max' .021 72 I -.017 i6 0 69 1.935e-03 4.627e-04 0 74 52 min -.021 54 -.095 39 8Fal 3.482e-04 M *627of04 0 1 53 N28A max .015 72 `005 GG 0--- -�-8.45Ge-O4 E-4. 637e'84 U---�- 7454mg -.015 54 -.033 52 1.358e-04 63 -4.537e-04 0 155 N29A max. .016 72 -.013 169 069 1.796e-03 50 4.235e-04 0 74 56 min -.016 54 -.07 39 0 51 3.246e-04 67 -4.235e-04 50 1 N30 max .01 72 • -.004 660 71 7.345e-04 50 4.118e-04 0 74 58 MI -.01 54 `O22 39 0 52 1.18a-04 63 -4.11 8e-04 Ell 01 50 N31 max .011 72 -.009 69 / 0 . GQ !1.58Ga'03 50 3.905e'04H 0 74- 60 -.011 54 -.047 39 0 51 2.847e-04 67 'o-emaofw 0 1 G1 | N32 max .006 72 `002 66 0 ' 71 15758o-04 50 3.41Qe'84~�~� 0 74 62 min -.00G -.013 39 0 ��-�Q.255e-O5 G3 -3. 9.255e-05 0 ----- 63 N33 max .006_ Ifigl__`OO5 | SQ 0 -69- 1.234e-U3 50 3.628e'04 -� � - FE~ 0 ------'--- 74 64 min -.006 54 -.027 39 0 � 2.2SQa-04 67 -3.628e-04 54 0 '65 I N34 max, .002 720 66 0 / 72 |3.658e-04 50 2.2A2e'O4 0 7488 min -.002 -.005 0 52 5]881e'05 -2.292e-04 0 1 67 N35max .002 � `OO2 0 69 7.882a-84 �.G17 -O4 0 74 'G8 min -.002 -.012 0 rii14a-O4 69 -2.617e-04 0 1 69 N36 maxi 0 72 0 ! 74 UM -� 74 1.003a-84 50 G.S33e'U5��~ | 0 74 70 0 39 0 1 1.618e-05 63 '*�s»»u-6-533e-05 54-� 0 ---�-� 7i . N37 0 / 74 0 69 2.169e-04 50 7.357e'05 0 74 1 72 min 1 0 -]00239 0 51 4.027a-05 63 -7.357e-05 U 1 73 ' N39_ max .052 `071 | GG .04 69 1.198a-03 5 9.223e-03' 50 74 ninl �� 52 -.421 39 -.04 51 2.006e-04 63 -1.919e-04 -1�385a �� G6 75 N40 max' .05 -.068 66 .04 69 I1.198e-03 50 1.919e'04 9223o' 50 76 -.05 `4D7 39 -.04 N��2�0OGa-O4 63 '1�*1oo�w 1385e- GG 77 / N41 �� .051 �� -.07 7� .04 --- ' ~~ ~�~^� 1.919o'041a '1.395v*3 72 78 nIin -J051 -1.919e-04 54 -9.223e-03 79 N42 max .05 ---- IR -�-� ' uo��-/�� l �SUe'V�/ 50 1 S1Qe'O4 72 '1uuao*a ��- 0�� .04 ' � � -__ �"�� `u� o+ 2.006e-04 63 -1.91 9e-04 54 -0.223e-03'e.uuum*» 3Q 81 N43 max: .054 72 I `U28G � 1.997e-04; 50 ' ' 1.58e-05 /O8 ---U 82 min `U64 54 `127 39 0 52 13.164e-05 63 -1.58e-05 60 0 lin N44 maxi .054 72 / -.047 89 'O | 6913.834e-04150 2.262e'05 66 0 --- _ --� 84 min -.054 54 ��G7 39 0 51 4.58e-05 63 -2.262e-05 60 0 74 1 N45max' .053 72 66 0 71 4.437e-05' 50 9.864e-05 66 0 86 min -.053 54 `1283A0 52 6.697e-06 63 -*.»«4e�5 60 0 1 87N46 max 72 `U47_� 6g0 GA |3.473e-O5 11.1�1Do11eo-8486 { 74 88 min -.053 54 -.269 39 0 51 -3.157e-05 � 1 89 ' N47 max .052 72 ' -.02 / 86 0 71 '1lmoa�5 74 1.733e-04 66 0 790 -.052 54 `128 39 0 Ell-1.12e-04 39 -1.733e-04 60 O- 1 91 N48sni .052 72 . `U47 69 O gg . 'r�»�s*�� 74 1.816e'U4 66 0 �_- 74 RISA-3D Version 17.0.2 [Ci'\...\.'\...\'l.l.l.l'UoR35equipment noom_3'20-19.r3d] Page 25 �� ___�� _�� _��_�_� �� `�� . .. ��[� Company : oo� ONE oow��wau� �,� �1V ��. �_�L_��-�[�� ov Designer : �amm�m�umam 1zoe`- -awl oom � u usx Job Number : Checked By. Model Name : PR35 Envelope Joint Displacements (Continued) Joint xRI] LCYD ] LC Z[in] ..LC rRotation['LC ZRotatmn[-LC 92 min -.052 54 -.267 39 0 51T-2.919e-04 39 -1.816ef4 60 0 1 93 N49 04972 -.02 66 0 71 -4.297e-05 74 2.376e-04 66 0 74 94 min r -.O4Q 54 -.125 39 052 -2.655e-04 39 -2.376e-04 GU U 1 95 � N50 max 040 72 -.046 169 0 -- GQ ! '1.z*se�4 74 2.418e-04 66 0 74 gG min `D4S 54 -.2G2 39 0 51 '«�m�a�w 39 -u�*1ao�w 60 0 1 _-_ &7 N51 max! .046 72 -.019 6G 0 71 '8.848«-05 74 2.907e'04 66 0 74J 98 min -.046 54 `121 39 0 52 *123«-04 39 ~2.907a-04 60 0 1 99 N52 max .048 72 -.044 70 0 691 -1.751e-04 74 2.92e'04 66 0 74 100� � min -.046 54 -.252_ 39 0 51 | ,9.096»-04 39 `2.92e-04 60 _81 101 N53 max .042 72 -.018 66 { 71 '8-828a-05 74 3.326e'04 66 0 74 102 min -.042 54 -.115 39 0 52 '5.*87e-04 39 '3.328"e4 60 0 1 103 N54 max .042 72 -.041 74 0 69 �.208«-04 74 3.326o-04 66 0 74 104 min -.042 54 -.238 39 0 51 J'1.186*-03 39 -3.326*-04 60 0 105 N55 max .038 72 -.017 66 0 71 -1.078e-04 74 3.635e-04 66 0 106 mg -.038 54 �107 39 0 52 -6.707e-04 39 -3.635e-04 GU -- D 107 N56 .838 72 `03 0 69 -2.604e-04 74 3`63a'04 66 0 74 108 en -.038 54 -.222 139O 51 -1.431e-03 39 -3.63e-04 60 0 109 N57 max .033 72 .016 1G6 0 71 .244e-04 74 3.834e{4 66 0 74 110 nin `033 54 '.098 39 _{} 52 '7.746«-04 39 '».em*a*w 60 U 1�� 111 N58 max .033 72 -.035 | O3 0 69 -2.93e-04 74 3.83e-04 66 _ 0 74 112 En -.033 54 -.202 | 3A 0 51 -1.637u-03 39 '3.83e'04 60 0 1 113 N59 maxl .029 72 -.014 66 0 71 -ars*fw 74 -O4 66 0 74 114 min -.029 54 ',U87 39 0 527-8.566e-04 39 '».n»aoe4 60 0 1 115 N60 °===, ��0� .029 � ^ -- 72 -.031 " 0�1 63 0 69 -3.174e-04 74 3.924e-04 66 0 74 116 min `029 54 -.18 0 51 '1.798«-03 39 '3.924n44 GO 0 1_ 117 N61 max .024 72 -.012 ](}S 0 l71 -1.464**4 74 3.911e-04 66 0 74 118 min -.U24 54 -.076 39 U52 -9.128e-04 39 --3.911e-04 60 0 1� 11g | NUomax `U28 83 0 691 -3.326e-04 74-9.128e-043.Q1e-U4 66 074' 120 min -.024 54 -.156 39 *04e-03 39 -3.91e-04 60 (0 1 121 N63max .019 72| -.01 66 .a«a**^ 74 3.788e-04 660 74L| 122 i 01QU64 39 »»4��^ 39 *»ua«** 60 0 min -� 54 -�_ �L �2 � � 1 123 N64 max _ .019 72 -.022 G3 .3/5e-04 74 3J88e'04 66 0 74 124NE04 -.019 54 -'131 39 O .95e-03 39 -3.788:f4 60 0 125 N65 max .0i5 72 -.008 GG | {} 71 '1.494ef4 74 3.558a-04 66 0 ��- 126 min `015 G4 -.{52 39 O 52 -8.3280-04 39 -3.558e-04 60 0 1 127 N66 max' _ .015 72 -.818 74U 69 '3.308a-04 74 3.558w-04 66 } 74 128 11E1 -.015 54 -.105 39 �-' 0 51 -1.928e-03 39 '»�a*O»�w 60 0 1 129 N67 max .011 72 `008 66 0 -1.423e-04 74 3221e'04 66 0 74 130 min `011 54 -.039 39 O 39 �.221e*4 60 131 i N68 �� .011 72 74 0 69 -3.118e-04 '74 3.222*'04 66 0 74 -��----� --~ - Naa . o -_-39051_-18 -03 39 �.222e-04 133 N69 Mill .007 72 `004 66 D 72 -1.286e-04 74 2777e'04 66 0 74 134 CM `007 54 `028 39 0 51 *.nun*fw 39 -2.777e-04 60 0 1 135 N70 Eng .007 72 ,009 74 U69 'z./nm»*^ 74 2.777e-04 66 0 74 136 min `007 54 -.057 390 51 -1.649e-03 39 -2.777e-04 GOO 137max .004 7 68 [ 0 73 '1.078e-04 74 2.225a'04 66 0 _ 74 138 min -.004 54 f -.018 39 0 51 '6^733n-04 39 �.225e-04 60 0 1 139 | N72 moxI04 72 -.006 74060 -2.321*-04 74 2.225e-04 66 O� 74 _ 140 min -.004 54 `036 39 0 51 -1.378a-03 39 -2.225a-04 60 0 141 | N73 max _ .002 72 -.001 167 U 74 'r.»14*-0 5 74 1.566a'04 GGr 74 142 min '.002 54 `OUQ 39 0 52 -*.94*»-04 39 '1.566af4 60 0 1 1143 _YV74 ��^max]_-OO21.72T--.UOO� 74 --'_o 74 1.566e-04 66 0 74 . ^ ^ 1CORE Company : CORE ONE CONSULTING USA Designer : FammwmZamam Mar o1.zu1n 12:09 AM .dot& Li s» Job Number : Checked By Model Name : pnoo Envelope Joint Displacements (Continued) Joint X[in] LC YU»] uCZ[in] LC X Rotation[.'uo vRotation['mc Z Rotation[.^uC 144 � min 54 -.019 39 0 51 -1.010-03 39 �-56eme46001 145 N75 max 0172 0 .21e-05' 74 8.001e-05 66 0 74 146 min 0 54 -.003 39 0 -2.632e-04 39 '8.001*-05 60 0 1 147 N76 maxl 0 72 `001 74 0 69 -8.936e-05 74 8.001e'05 66 0 74 148 min 0 54 -.DUS 39 0 51 '5.3e2*-04 39 '8l01a-05 60 0 149 N78 max 0 74 0 74 0 74 0 174 0 74 0 74 150 min1 �0 1 0 1 0 151 N80 max T74 0 74 074__ 0 74 0 741 iS21 0 1 | 0 1 0 1 0 1 ----- --� | --- 153 N82 72 -.02 72 0 68 3.502e-04 50 7.114e-05 72 0 74 154 min -.054 54 39 0 61 5.584o-05 63 -7.11s»-05 54 0 1 155 N84 max' .052 72 | -.019 72 0 _ 68 4.919e-04 50 1.544o'04 72 0 74 156 min -.052 54 -.118 39____ 0 61 7.866e-05 63 -1.544e-D4 54 U 1 157 N86 max .05 72 -.018 72 0 68 6.211e-04 50 2.309o-04 72 0 74 158 min -.05 54 -.111 39 0 61 9.948e-05 63 -2.309e-04 54 0 159 N88 max .047 72 -.016 | 72O 68 7.337e-04 50 3.044e-04 72 0 74 160 _ min -.047 54 `102 39 0 61 1.176e-04 63 -3.0*48-0* 54 0 1 161 N90 max .043 72 -.015 72 � 0 | 68 8.259e'04 50 3718e-04 72 0 74 162 min -.043 54 `092 39 0 61_1.325e-04 63 -3.718e-04 54 0 1 163 N92 max .038 72 -.013 72 0 68 8.038e-84 50 4.252e-04 72 0 74 164 min -.038 54 -.081 39 0 61 1.435m-04 63 -*.252a-04 165 � N94 max 032 72 -.011 72 0 68 9.335e-04 50 4.611e-04 166 min `032 54 -.069 39 0 61 1.499e-04 634a1l»-04 167 N96 max .027 72 | -.009 72 0 68 9.413m-04 50 4.778e-04 72 I 0 74 168min -.027 54 -.057 _3g 0 61 1.511e-04 72 -*.778'-04� 169 N98 | 4.753e-04 720 74 17054 -.045_ 39 0 61 1.467e-04 721-4153e-04 {�� O ---- -�� | ---- 171 N1O0max i .015 72 0 h68 8456e-04 50 4.537e-04 72 0 ' 74 j 172 | min -.015 54 `U83 39 0 61 1.358e-04 63 -4.53 7e-04 54 0 1 | / | 173 � N102 max .01 72 | -.004 7�� 0 68 7.346e-04 50 4.118e-04 72 0 74 174 min -.01 54 -.032 39 0 60 1.18e'04 63 -4.11m:-0w 54 0 1 175 1N104 max| .006 72 -.002 72 0 6815758e-04/ 503.419e'84 721 __0 74 176 min -.006 54 `013 39 0 60 9.255e-05 63 -3.419e-04 54 U____ 177 N106 max .002 72 0 73 0 e-04 50 2.292e-04 72 0 74 178 min -.002 54 -.005 39 0 e-05 63 -u.uou«*^ 54 0 1 179 N108 max 0 72 0 74 0 74 1.003e-04 50 6.533e-05 72 0 74 180 min 0 54 0 | 39 0 1 �1.613a-05 63 -6.53 3e-05 54 0 1 181 N11O max .054 `02 | 72 0 68 1.997o-04 50 1.58e-05 66 0 _ 74 182 min `05 `127 39 0 61 3.164e-05 63 -1.58e'05 60 0 1 183 N112 72 0 68 4.436e-05 185 N114 max .052 72 -.02 72 0 68 -1.837e-05 74 1.733e-04 661 0 74 187 N116 max .049 72 -.02 72 0 68 -4.29 7e-05 74 2.376e-04 66 0 74 188min -.049 54 -.125 39 0 -2.655e-04 39 '2.376»-04 60 0 1 180 N118 max .046 72 -.019 72 0 -05 74 2.907e-04 66 0 74 190 min -.046 54 `121 39 0 61 -04 39 a907u-04 60 0 1 191 N120 max .042 72 `018 72 0 74 3.326e'04 66 0 74 1g2T� -.042 39 0 1 �a.4o7u�w 13Q 'o.uza»** GO 0 1 193 N122 038 72 � . D7` 72 O--�-68 , -1.078e-04 � * 74 3.835� 4661 0 74 194 0G1 '6.707*-04 39 -3.635o*4 60 195__N124..._max._ .033 _J 72_-�01�72_ 1.24 4e-04 _74 3.834e-04._G�___ 0 174 ' ^ ° . . �� : m�m�o�S�� r�. ��o ��[i�� 12:09 AM �A�8comS m � U B A � �mwvmuo, : Checked By: Model Name : PR35 Envelope Joint Displacements (Continued) Joint y[in] LC Z[in] LC X Rotation[.'LC Y Rotation [..u: Z Rotation['LC 196 min 39 0 61 -7.74 6e-04 39 '3.83*e-0* 60 0 1 1g7iN128max .029 72 0 66 -1.375e-04 74 3.926a'04 66 0 74 198 min `029 54 -.087 39 0 61 -*.56*«-04 39 -3.92*»-04 60 0 1 199 N128 max .024 72 `012 72 0 68 -1.464e-04 74 3.911e-04 66 0 741 200 min -.024 54 -.076 39 0 61 -9.12 8e-04 39 '3.*11«-04 60 0 i 201 _N130 max .019 72 -.01 72 0 68 '1.50***4 74 3J88a'04 66 0 74 202 min -.019 54 -.004 39 0 61 -9.394e-04 39 '3.788u-04 60 0 1 203 N132 max| .015 72 -.008 0 68 -1.49 4e-04 74 3.558e-04 66 0 74 204 min -.015 54 -.052 39 0 61 u.32 6e-0439 -3.55 8e-04 00 0 1 2051 N134 max .011 72 `00 / 72 0 68 -1/23»-0474 3.221e-04 66 0 74 206-1 min -.011 54 -.039 39 0 61 -8.88 5e-04 39 '3.221a*460 0 1 2071 N136 max 72 `004 72 0 -1.28 6e-04 74 2.777a-04 66 0 74 208 min 54 '12�8 39 _U 511-8.033e-04 39 -2.777»-0460 0 1 209 N138 max� �0O4 7� �OD3 72 0 -1.078e-04 74 2.225e'04 66 0 74 ---' i �1�� 54 -.018 39 0 /»»«*^ 39 -2.225e-04 60 0 1 210 mi __-�IL�� __- 211 | N140 max .UO2 72 `001 73 0 74 '7.914**5 74 1.566o-04 66 <} 741 212 min -.002 54 -.009 39__ 0 60 -4.94 5e-04 89 -1.56 6e-04 60 0 1 213 N142| 1max 0 72 0 � 74 � 0 74 i-4.21o'05 74 8.0010-85 66 0 74 214 min 0 641 -.UO3 39 0 1 -2.632e-04 | 39 -8.001e-05 60 0 1 215 N112A max .015 72173 04 69 1817e-U8/ 5O 3722e'04 72 / -1.512m-03 72 216 min -.015 54 6 | 30 -.04 51 2.969e-04 63 -3.72 2e-04 54 -9.98 3e-03 39 217 ---N1� --' max .015 72 41 G5 � 4 69 1815e-03 50 3722e-04 72 9.005e_03 50 218 min -.015 54 -.256 39 -.04 51 2.867a-04 63 -3.72 2e-04 54 1.513e'03 GG 219 | N114A max �OO� 72 -�031 71 .04 69 1.617e-03 50 3.732a-04 72 '1.mum*» 72 --- 39 U4 51 2.969e-04 G3 -o7oua�w 54 -9.983e-03 39 220221 N115 max min ��}2 54 �1D7 , � .002 72 -.031 I 6 .04 69 1.615e'03 50 3722e-04 72 9.995e-03 50 2221 -.002 54 -.188 30 -.04 51 2.967e-04 63 -3.72 2e-04 54 1,513o-03 66 223 N116A max .014 72 69 1.615e-03 50 3.722a'04 72 9.995e-03 50 2241 min `014 54 89 -.04 51 2.967e-04 63 '3.722*+04 54 1.513e-03 66 225 N117 mx .014 72 73 .04 69 1.617e-03 50 3.722e'04 72 '1a12e-03 72 226 min -.014 54 39 -.04 51 2.968e_04 63 '3.722e-04 54 -9.98 3e-03 39 227 N118A-__ max .01 72 `03710O .04 69 1.615e-03 50 3722e-04 72 9.995e-03 50 228 min 54 -.23 39 -.04512.967e-0463 -3.722a-0454 1.513e_03 66 229 N119 max .005 72 -.033 67 .04 69 1.615e-03 50 3.722e-04 72 9.995e-03 50 230mhI -.005 54 -�211 39 -.04 51 2.967e-04 63 -332 2e-04 54 1.513m-03 G -231 N120A max .01 72 -.037---- ---- | 72 | .04 | GQ 1617e'03 50 3.722e'04 72 -1.512«*372 69e-04 63 -3.722e-04 54 -9.983e-03 39233 N121 max .005 72 -.033 71 .04 69 � 232 min �- 17o-O3 50 3722e-04 72 -1.51 2e-03 72 51 2.969e-04 63 -3.72 54 -9.98 3e-03 39 235 118B -max�- -.071 72 _n4G011O8e-U3/ 5O11}1Qo'U4l2�' '1.»ua«�m] 72 , 39 �� 54 �� 2.0�a� 63 -1.919e-04 -9.223e-03237 � m119A--' 72 -.038 66 .84 69 1.615e-03150 3.722e-04 72 9.995e-03 501 238 min�-- -.011 54 -.237 39 04 51 2.967e,04 63 -3.72 2e-04 54 1.513a'03 681 239 N12OB max .007 72 -.034 66 .04 1.G15m-O3 50 3.722e-04 72 0.905a-03 50 240 min -.007 54 -.217 39 -.04 51 2.967*-04 63a722e-04 54 1.513a-03 66 241 N121A max .011 72 / `O38 72 �846g1.G17a-O3| 5OL3732u'O472 �.�o*�m 72 -��------ 51 2.969e-04 S3 'an2uofw 54 -9.983e-03 39 242 min `O11 54 -.236 39 -.04 � � 243 N122A max .00772 -.03469 1.617e'03 50 3.722e-04 72 -1.512e-03 72 244T_ _ |min ��-.0O7� 54-- -.21�___T39�� -.04 51 2.969e-04 63 i».72»«-0w 54 -9.983e-03 39 ' " • ° ° ° ° ° ° ° ° o ° •• •° ° ° ° ° ° ° o ° ° ° ° • ° °°° ° . . ° • ° • ° �-��-�F-�[� -�C� A�� Company : CORE ONE CONSULTING USA • •° Mar 2019 • ° �wk_�k_��-�[�� _�� Designer : pamu�»�umam 1z:' -`; USA Job Number : ° °° om ° Model Name : PR35 • ° • ° ° • °° ° ° • • °° • • • °° ° ° •°• ° ~ ~ ~•~ ~ ° ° • ° ° ° o ° ° ° ° ° ~ ~ ~ ° ° ° ° ° ••• •• EnvelopeJ��f�� °°° °°° ° ° °° °° : : : ° : : � � � � Joint xUuL LC Y ow LC Z[lb] LC MX[k-ft] LC MT[k-ftt °°1 � °u% 1-� N1 m�Lg0.444 � t2«1�7V^ 50 .233 S66�175 50 .051°°° ?2 � �-M • +74 2 min -99.444 60 2041.231 66 -.258 59 10.737 GG| -.851 54 • 0 1 3 N13 max|ma» Q9.426 66 25491.135 50 408.982 63 13G.573 50 .851 �_�� 0 74 4 min -99.426 60 4033.547 69 -408.439 57 22.658 69 -.851 54 0 1 5 | N3 max----- 48U.44 , 66 129e3a71 65 -10.825 66 1.915 66 6 2087A51 [66 | -1O33 59 -873 39 -1�015 60 0 j 1 7 N4 max 484.808 66 28900.27 50 1333.655 63 -27.099 69 2.147 66 0 74 8 5634Q1663 _1334.205 57 -145.775 39 -2.147 6O O 1 , 9 / N78 max 99.444 66 12812J9150 | 73 67.175 .851 72 U__ 74, 10 2041232 r 72 -.258 55 10.737 72 `851 54 11 N80 480.437, 66 12 928.564 50 .912 73 10826 721 1.915 66 0 |74� 12 -480.44G8 2088.O23 72 -1.O83 55 1 13 Totals: 1743.99* 66 105869.21 1oaoao.21 5! 50 1744.007 63 14 !rnin��r4a.9g9 60 17V27'216| 66 '1744.807 57 | Envelope AISC 14th(360-10):ASD Steel Code Checks Member Shape Code...u,o[in] LC Shear'^Loc[on]Dir -pmunnD' qn 1 1 M4 \N21%62 .6141375 50 .172 375 y 150161 45 9.0...54790*-]54.142 237.3332-H1-1b W21X62 .290 375 50 L77 375 y 50 6145a0...547904.... S4`142 232.2832L-H1-1b 3 M3 vv21X62 .290 375 50 5U LD7375y5Qs14a9.»',«47*cw.- 54.142 2322732.-H14b Envelope Wood Code Checks Member Shape Code...Loc[i...LC Shea r...Lo4..Dir LC Fc'[kali Ftlksi]Fb 1'[...FbZ [kali RB CL CP Eqn 10 M39 2X12 .725 105- 50 A83 0 y 50 .47511.08 1624 2208 288 7.746 .991 1 .198 3L-3 17 1 M45 2X12 .7081108 50 .250 2161y 50. .475 1.08 1.824 2.2081 .288 7.746 .991 .198 3.9-3 '216 y 50 A75 ~ _ - 2. -- '_-- . ' ___ �-- � �.-- - - 50 .250 1} y 50 .475 1.08 1.824 2.208 .288 7.746 .991 _.198 3.9-3 2lM13| �� 50 2 /b 1.08 1.824 2.208 .991 .198 3.9-3_ 22 M46 2X12 | 1U8 50 .25012161y5V_.475 1.0811.82412.208j.288 7.746 .991 .198 3.9-3 23 23 | M47 ,,___2X12 3 108 5O .252 216 y 50 /475 / 1.08 '1.82412.208r.288 7.7461 .991 / .198 | 3.9-3_ 24 | K812 2X12 3 108 50 250 0 y 50 .475 1.O81,824 2208 .288 7.7461 �9Q1 .198 3.9-3 25 � K443 �� 2 [703 | 108 50 .250 21G �' 50/ .475 1.08 1.824 2.2881 .288 7.7461 991 .108-� 3.9'8 RISA-3D Version 17.0.2 [CA'. \PR3Sequipment noom_3'2O-1Q.r3d] Page 29 • •. • •. • • • • •• ••• ••. •• .•. . • •• • • • • •• ••• • • •• • •• • • • •.. •• •.. •• •• •• •• • . . • • • • • • COF3EO(\ (E Company : CORE ONE CONSULTING USA • • • WTar21,2019• •• V Designer : Fathulah Zamani 12:09 AM NG USA Job Number C� �ji�y.ecl _ • Model Name : PR35 •�• •�� • • • •• • • • • •• • • • •• • • • • • • • • • • • • • • Envelope Wood Code Checks (Continued) . Member Shape Code...Loc[i...LC Shear...Loc[i..Dir LC Fc'[ks1Ft'[ksi_Fb1'[...Fb7[...Fv'[ksi..•4B.• OL. . . . . • 0P • • .. 26M16A 2X12 .703 108. 50 .252 0 _y 50 .475 1.08_11.824 2.208 .288 V746. .9k4. 27 ' M52 2X12 .540 108 50 1 .180 0 y 50 .475 1.08 ',1.824 2.208 288 /746:..04. 1 28 M21 2X12 1 .538 108 50 .179 216 f y 501 .475 1 1.08 1.824 2.20 .288 7.746 .991 .198 3.9-3 RISA-3D Version 17.0.2 [C:\...\...\...\...\...1...1...\...\...\PR35 equipment room_3-20-19.r3d] Page 30 • •• •. •• • • • • •• ••• ••. . • ••• . • •• • • • • . ••• ••• • • • • • • .•. M$Pch 21,20J 9 • • • • . •• • 410 • 000 • • • • • • • • •• • • • • •• • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• •• O 011 • • • • •• •• • • • • ••• ••• •• • • • • • • • • APPENDIX A Design Tables & Resources Core One Consulting USA Phone: (778) 805-2166 [I �, , , , T , N G URA www.coreoneconsulting.com • •• • •• • • • • •• 3/1/2019 ATC Hazards by Location • •• •••• •' •• •• • •• •• • •• • ••• •• •• • •• • •• TCHazards by Location • • • .•• •. • • Search Information • •• •• • •• •• ••• •• •• u • • •• • • • •• • • • • 'v; • • ••• • • • • •• Coordinates: 45.421536,-122.747378 "1jIrtG'b • ••• •• ' jf'�cr ••• •• i 15 239ft land EP Elevation: 239 ft Tillamook Hillsboro° � ;tate Forest ••.,rOrftxrr�•• •• •• Timestam 2019-03-01121:36:55.313Z ' ' Ocav on • • Hazard Type: Seismic 3 { • • • •.. National•It ( ) Reference ASCE7-10 Document: 13 Go gle Map data©2019 Google Risk Category: II Site Class: D MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.00 0.60 0.80 0.60 0.40 0.40 0.20 0.20 0.00 0.00 0 5 10 15 Period(s) 0 5 10 15 Period(s) Basic Parameters Name Value Description Ss 0.975 MCER ground motion(period=0.2s) S1 0.422 MCER ground motion(period=1.0s) SMS 1.082 Site-modified spectral acceleration value SM1 0.666 Site-modified spectral acceleration value SDS 0.721 Numeric seismic design value at 0.2s SA SD1 0.444 Numeric seismic design value at 1.0s SA vAdditional Information Name Value Description SDC D Seismic design category Fa 1.11 Site amplification factor at 0.2s Fv 1.578 Site amplification factor at 1.0s CRs 0.898 Coefficient of risk(0.2s) https://hazards.atcouncil.org/#/seismic?lat=45.421536&Ing=-122.747378&address= 1/2 a • •• •• •• • • • • •• 3/1/2019 ATC Hazards by Location • • ••• s•• • • • • i • • • ••• • • •• • • I • CRI 0.871 Coefficient of risk(1.Os) ' ' '• •• ' ' ' '• ' ' PGA 0.426 MCEG peak ground acceleration • •• • ••• • • • • • • • • •• • • FPGA 1.074 Site amplification factor at PGA • • ;'• •• •• •• ••• •• •• • • • • • • • • • • • • • • • • • • ••• •• PGAM 0.457 Site modified peak ground acceleration TL 16 Long-period transition period(s) ''• "' • • • • • •• •' • • • • • ••• ••• •• • • SsRT 0.975 Probabilistic risk-targeted ground motion(0.2s) • ' • ••• • • SsUH 1.085 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 2.509 Factored deterministic acceleration value(0.2s) Si RT 0.422 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.484 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1D 0.812 Factored deterministic acceleration value(1.0s) PGAd 0.921 Factored deterministic acceleration value(PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having 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://hazards.atcouncil.org/#/seismic?lat=45.421536&Ing=-122.747378&address= 2/2